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HomeMy WebLinkAbout2026-01-26 Phase 5 Imp_FMAP-0382-2022 - Approved - Rev 1 - CopyN SCALE IN FEET 3000150010000500 ENGINEER OF RECORD: DATE APPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NOR COMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TO BUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIES THAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONS AND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARE SPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THE ENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED IN THE ENGINEERING STANDARDS. NOTICE PUBLIC IMPROVEMENT PLANS FOR:REVISIONS DESCRIPTION SHEET OF DATE APPROVAL ENGR CITY COMMUNITY DEVELOPMENT DIRECTOR CITY UTILITIES ENGINEER TRANSPORTATION RECOMMENDED FOR APPROVAL BY DATE DATE DATE DATE DATE 1 186 DATE DATE DATE DATE DATE SAN LUIS OBISPO PUBLIC WORKS BY: OTHER DATE TRACT 3089 Public Improvement Plans - Phase 5 175 VENTURE DRIVE, SAN LUIS OBISPO, CA PROJECT SITE T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® index to plans 07/01/2025 CITY FILE NO.DRAWN BY:CHECKED BY:JOB NO. FMAP-0382-2022R. Schell R. Hawthorne Sheet List Table Sheet Number Sheet Title Title and Note Sheets 1 City Cover Sheet 2 Notes Sheet 3 Notes and Legend Sheet 4 Conditions of Approval & Mitigation Measures 5 Project Control Sheet 6 Sheet Location Index Surface Improvements 7 Jespersen Road 8 Jespersen Road 9 Jespersen Road 10 Venture Drive 11 Hughes Lane 12 Hughes Lane 13 Coleman Lane 14 Doolittle Drive 15 Doolittle Drive 16 Earhart Way 17 Earhart Way 18 Wright Brothers Way 19 Wright Brothers Way 20 Yeager Court 21 Private Alley Driveway Plan and Profile 22 Private Alley Driveway Details 23 Jespersen Rd-Wright Brothers Wy Roundabout SE 24 Jespersen Rd-Wright Brothers Wy Roundabout NW 25 Jespersen Rd-Wright Brothers Wy Roundabout Medians 26 Jespersen Rd-Venture Dr Roundabout SE 27 Jespersen Rd-Venture Dr Roundabout NW 28 Jespersen Rd-Venture Dr Roundabout Medians 29 Jespersen Road Access Ramps Underground Improvements 30 Composite Utility Plan 31 Jespersen Road 32 Jespersen Road 33 Jespersen Road 34 Venture Drive 35 Hughes Lane 36 Hughes Lane 37 Coleman Lane 38 Doolittle Drive 39 Doolittle Drive 40 Earhart Way 41 Earhart Way 42 Wright Brothers Way 43 Wright Brothers Way 44 Yeager Court and Hughes Lane Private Alley 45 Private Alley 46 Storm Drain 03 47 Sewer Main 01 48 Water Main Loop 01 Drainage Roadside Bio-Swales 49 Jespersen Road 50 Jespersen Road and Coleman Way 51 Hughes Lane 52 Doolittle Drive 53 Earhart Way 54 Wright Brothers Way 55 Yeager Court 56 Private Alley Bike Paths 57 Buckley Bike Path 58 Buckley Bike Path 59 Buckley Bike Path 60 Buckley Bike Path 61 Buckley and Wright Brothers Bike Paths 62 Jespersen Rd. - Venture Dr. Roundabout Bike Lane Sign Stripe and Marking Plans 63 SouthWest Streets 64 NorthWest Streets 65 Jespersen Rd - Wright Brothers Way Rounsabout 66 Jespersen Rd - Venture Dr Roundabout Details 67 Details 68 Details 69 Details 70 Details 71 Details 72 Details 73 Details 74 Details 75 Stripe and Marking Details Phase 5 Erosion Control Plans EC1 - EC4 Title Sheet, Index, Legend, & Pad Details EC5 - EC13 Erosion Control Plan Layout EC14 - EC17 Erosion Control Details Electrical Plans (Giacalone) INT1 - INT8 Joint Trench Intent CC1 - CC4 City Conduit Plan PuSL1 - PuSL9 Public Street Lighting Plan Photometrics Plan Landscape Plans (Oasis Associates) T-1 Landscape Title Sheet & Index L-1.1 - L-5.4 Landscape and Irrigation Plans CP-1.0 - CP-5.3 Landscape Plans - Civil E-0.0 - E-5.3 Landscape Plans - Electrical ELECTRIC CO. GAS CO. TELEPHONE CO. TELEVISION CO. OTHER UTILITY general notes datum 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. Reference Documents: City Standard Specifications: August 2020 Edition City Engineering Standards: August 2020 Edition HORIZONTAL POSITIONS AS BASED ON THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK 2007 POINT 8091 AND POINT 8109. POINT 8091, HAVING A PUBLISHED POSITION OF: NORTHING 2288695.139', EASTING 5773576.358'; AND POINT 8109, HAVING A PUBLISHED POSITION OF: NORTHING 2286220.263', EASTING 5762972.262'. POINT 8091 BEARS NORTH 76° 51' 47" EAST 10889.07' FROM POINT 8109. LOCATIONS ARE NOT SHOWN. THE ORTHOMETRIC HEIGHTS (ELEVATIONS) ARE BASED ON THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM 2007 AND REFERENCED BY BM #98, HAVING A PUBLISHED ELEVATION OF 200.17'. CITY OF SAN LUIS OBISPO BM #45 WAS MEASURED AS PART OF THIS SURVEY AND HAS A MEASURED ELEVATION OF 123.32' (RECORD FROM 2007 BENCHMARK REPORT 123.38') CITY BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE SCOPE OF WORK FOR THIS PLAN SET INCLUDES THE FOLLOWING WITHIN PHASE 5 OF AVILA RANCH TRACT 3089: ·SURFACE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PAVED ROADWAYS, CURB GUTTER, SIDEWALKS, MULTI-USE PATHS, AND TWO ROUNDABOUTS ·UNDERGROUND UTILITY IMPROVEMENTS INCLUDING POTABLE WATER DISTRIBUTION NETWORK, RECYCLED WATER DISTRIBUTION NETWORK, AND SANITARY SEWER COLLECTION SYSTEM. ·CONSTRUCTION OF STORMWATER STRUCTURAL CONTROL MEASURES SUCH AS ROADSIDE BIOSWALES, MOTORCOURT/ALLEY GRAVEL CHAMBERS, RETENTION BASINS, AND PERMEABLE PAVERS WITH UNDERGROUND RETENTION ·CONSTRUCTION OF DRAINAGE FEATURES SUCH AS PERIMETER SWALES AND STORM DRAIN PIPE NETWORKS A JOINT TRENCH FOR DRY UTILITIES SUCH AS ELECTRICAL, TELEPHONE, CABLE, AND GAS IS SHOWN FOR REFERENCE ONLY AND IS NOT PART OF THIS SCOPE OF WORK. IT IS ASSUMED THAT THE IMPROVEMENTS INCLUDED IN THE SCOPE OF WORK FOR THE MASS GRADING PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2-6 HAVE BEEN COMPLETED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION OF THE IMPROVEMENTS IN THIS PLAN SET. scope of work ·AVILA RANCH VESTING TENTATIVE TRACT MAP - TRACT 3089 ·AVILA RANCH PHASE 1 IMPROVEMENT PLANS - TRACT 3089 ·AVILA RANCH PHASE 1 FINAL MAP - TRACT 3089 ·AVILA RANCH - TRACT 3089 PHASES 2 & 3 LANDSCAPE IMPROVEMENTS PLANS DATED 7/31/2023 ·AVILA RANCH - TRACT 3089 PHASES 2 & 3 LANDSCAPE ELECTRICAL PLANS DATED 7/31/2023 ·AVILA RANCH - TRACT 3089 - PH. 3B - PUBLIC STREET LIGHTING PLANS DATED 7/31/2023 ·MASS GRADING PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 - DATED 05/09/2023 ·PUBLIC IMPROVEMENTS PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2 AND 3 ·EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 MASS GRADING- DATED 05/09/2023 ·EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089-AVILA RANCH PHASE 5 IMPROVEMENTS ·STORMWATER CONTROL PLAN FOR TRACT 3089 - AVILA RANCH PHASES 2-6 - DATED 12/21/2022 ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PHASES 2-6 MASS GRADING - April 2023 ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PHASES 2-6 FINAL IMPROVEMENTS - July 2023 ·STORMWATER POLLUTION PREVENTION PLAN WDID # 3 40C39965 ·PUBLIC STORMWATER CONTROL MEASURES OPERATIONS AND MAINTENANCE MANUAL FOR TRACT 3089 - AVLIA RANCH PHASE 5 ·PRIVATE STORMWATER CONTROL MEASURES OPERATIONS AND MAINTENANCE MANUAL FOR TRACT 3089 - AVLIA RANCH PHASE 5 ·PHASES 2-6 AVILA RANCH CLOMR FEMA CASE #: 22-09-0955R ·CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE APPLICATION: SLO-29127 ·STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENT PERMIT #34022WQ09 ·AVILA RANCH DEVELOPMENT PLAN FINAL ENVIRONMENTAL IMPACT REPORT ·AVILA RANCH DEVELOPMENT AGREEMENT ·AVILA RANCH CONDITIONS OF APPROVAL ·AVILA RANCH MITIGATION MEASURES associated plan & permit list ·CUL-DE-SAC RADIUS AND KNUCKLE GEOMETRY APPROVED T.B.D. ·WATERLINE CROSSING AND HORIZONTAL SEPARATION WAIVERS, APPROVED T.B.D. ·VENTURE DRIVE CULVERT , APPROVED 09/15/2022 ·VENTURE DRIVE CULVERT MATERIAL, APPROVED 02/24/2023 ·SHALLOW TRENCH DETAIL, APPROVED T.B.D. design exceptions WILL SERVE LETTER ON FILE WITH THE CITY WILL SERVE LETTER ON FILE WITH THE CITY WILL SERVE LETTER ON FILE WITH THE CITY WILL SERVE LETTER ON FILE WITH THE CITY WILL SERVE LETTER ON FILE WITH THE CITY RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 07/01/2025 Scope of Work: Approval of these plans dated 07/01/2025, is for the construction of the Phase 5 Public Improvements for underground utilities including potable water, recycled water, sanitary sewer, storm drain, and limited dry utilities. No construction of improvements is allowed on Jespersen Road between the northern tract boundary and the southern limit of the Jespersen Road / Venture Drive roundabout until the final design of the stormwater conveyance system for the overflow of the Chevron berm to Tank Farm Creek has been reviewed and approved by the City. No construction shall occur in the areas noted as "Area of Deferred Submittal". 1 REMOVAL OF "AREA OF DEFERRED SUBMITTAL" 09/11/25 RMS 1 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM No t e s S h e e t 2 FILE NAME: 1493-0007-TITL.DWG R Know what's below. Call before you dig. OWNER/DEVELOPER MRP CALIFORNIA, LLC A DELAWARE LIMITED LIABILITY COMPANY, DOING BUSINESS IN CALIFORNIA AS MILLROSE CALIFORNIA HOLDINGS, LLC 735 TANK FARM, SUITE 100 SAN LUIS OBISPO, CA 93401 SITE ADDRESS 175 VENTURE DRIVE SAN LUIS OBISPO, CA 93401 ASSESSOR'S PARCEL NUMBERS 053-259-008 053-290-012 GENERAL NOTES 1.THESE PLANS ARE PART OF A SET OF CONTRACT DOCUMENTS AND SHALL NOT BE CONSIDERED THE SOLE SOURCE OF CONSTRUCTION INFORMATION. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS, THE CONTRACT DOCUMENTS AND WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY PUBLIC WORKS DEPARTMENT (CITY). 2.NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS. THE CITY SHALL BE NOTIFIED AT LEAST 5 DAYS PRIOR TO STARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTION CONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. 3. THE CONTRACTOR SHALL HAVE COPIES OF THE APPROVED CONTRACT DOCUMENTS FOR THIS PROJECT ON THE SITE AT ALL TIMES AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 4.CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, OR THIRD PARTY IN VIOLATION OF THE LAW OR IN TRESPASS. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL TIMES AND SHALL FURNISH, ERECT, AND MAINTAIN, SUCH FENCES, BARRICADES, LIGHTS, AND SIGNS NECESSARY TO GIVE ADEQUATE PROTECTION TO THE PUBLIC AT ALL TIMES. 5.INFORMATION PERTAINING TO EXISTING UNDERGROUND FACILITIES IS BASED ON RECORD INFORMATION AND IS SHOWN FOR INFORMATION PURPOSES ONLY. UNDERGROUND FEATURES SHOWN IN PLAN VIEW ON THE PLANS ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, AND MAY NOT APPEAR IN PROFILE OR SECTIONS VIEWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL AGENCIES INVOLVED AND SHALL LOCATE ALL FACILITIES PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA), TOLL FREE AT 811, AND THE CITY OF SAN LUIS OBISPO AT 805-237-3861 FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION. 6.THE CONTRACTOR SHALL CONTINUALLY REVIEW JOB SITE CONDITIONS. CONDITIONS REQUIRING CONSTRUCTION DIFFERENT FROM THAT SHOWN ON THE PLANS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED CONSTRUCTION. 7.SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL, AT THEIR EARLIEST OPPORTUNITY, REQUEST IN WRITING FROM THE ENGINEER SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO THE COMMENCEMENT OF SAID WORK. 8.THESE DRAWINGS REPRESENT THE FINISHED CONDITION AND UNLESS OTHERWISE INDICATED, DO NOT SHOW THE METHOD OF CONSTRUCTION. 9.ALL IMPROVEMENTS SHOWN OR INDICATED ON THESE DRAWINGS ARE TO BE CONSTRUCTED AND/OR INSTALLED BY THE CONTRACTOR IN THIS PROJECT, UNLESS THEY ARE CALLED OUT AS: "EXISTING", "FUTURE", "NIC", “NOT A PART”; OR HAVE SOME OTHER EXCLUDING NOTATION. 10.CONTRACTOR SHALL KEEP A SET OF PROJECT DRAWINGS ON WHICH RECORD INFORMATION SHALL BE PLACED NOTING DEVIATIONS FROM THE PLANS IN THE LOCATION, GRADE, SIZE, TYPE, AND SCOPE OF WORK WHICH IS CONSTRUCTED. 11.THE CITY INSPECTOR SHALL PERFORM PERIODIC REVIEWS OF COMPLETED WORK TO DETERMINE CONFORMANCE WITH THE APPROVED PLANS. CONTRACTOR SHALL CORRECT ANY DIFFERENCES FOUND BY SUCH SURVEY AND WILL PROVIDE ALL CONTRACTOR'S RECORDS KEPT DURING THE COURSE OF CONSTRUCTION TO THE ENGINEER OF WORK AND CITY INSPECTOR FOR PREPARATION OF RECORD DRAWINGS. ENGINEER WILL PREPARE SUCH RECORD DRAWINGS UPON COMPLETION OF THE WORK AND PRIOR TO CITY'S FINAL INSPECTION. 12.OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS AND STANDARDS SHALL BE OBSERVED AT THE JOB SITE AT ALL TIMES. 13.THE ENGINEER OF WORK SHALL ORGANIZE A PRE-CONSTRUCTION MEETING PRIOR TO COMMENCEMENT OF WORK. THE MEETING SHALL INCLUDE (AT A MINIMUM) THE OWNER/REPRESENTATIVE, CONTRACTORS, ENGINEER OF WORK, SOILS ENGINEER, PERTINENT UTILITY COMPANIES, SURVEYOR AND CITY STAFF. 14.ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL RECOMMENDATIONS AND REQUIREMENTS AS SET FORTH IN THE SOILS REPORT: SOILS ENGINEERING REPORT UPDATE, AVILA RANCH DEVELOPMENT PHASES II-VI, BUCKLEY ROAD AND VACHELL LANE, PROJECT SL090304-10, DATED 01/26/2022; PREPARED BY GEOSOLUTIONS, INC. 15.PROPOSED FUTURE IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY. 16.COMPLY WITH APPLICABLE CONDITIONS OF APPROVAL AND MITIGATION MEASURES FOR THE PROJECT. REFER TO THE AVILA RANCH TRACT 3089 PHASE 2-3 IMPROVEMENT PLAN CONDITION COMPLIANCE AND MITAGATION MONITORING REPORT. 17.FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITS APPROVED FOR THE PROJECT THE CITY MAY REVOKE ALL ACTIVE PERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER IN ACCORDANCE WITH LAND USE ORDINANCE. 18.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE 2020 CITY OF SAN LUIS OBISPO PUBLIC IMPROVEMENT STANDARDS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS AND UTILITIES DEPARTMENT. 19.THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/OR MAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC., TO ALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK. 20.ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING. FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEEN MITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED. 21.SOILS AND COMPACTION TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENT STANDARDS, UNIFORM DESIGN CRITERIA, STD. DETAIL 1010, SECTION 2.2.2. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO THE PLACING MATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. 22.ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASE MATERIAL, AND MATERIAL AS SPECIFIED BY THE SOILS ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT. 23.SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF 1-FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. 24.A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETED ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION. RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MUST BE PRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY. 25.UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. 26.A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL CONSTRUCTION, UTILITY AND TRAFFIC CONTROL REQUIREMENTS. 27.THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER OF WORK. 28.HYDRO-SEEDING OR OTHER PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES (OTHER THAN PAVED OR GRAVEL SURFACES) PRIOR TO THE FINAL INSPECTION. 29.IF ENVIRONMENTAL PERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIA DEPARTMENT OF FISH & WILDLIFE ARE REQUIRED, THE DEVELOPER SHALL: a.SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY DEPARTMENT OF PUBLIC WORKS OR, b.DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOT REQUIRED; PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE AND RELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAID PERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER. 30.WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATE GRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OF THE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THE CITY PRIOR TO COMMENCING PROJECT EARTHWORK 31.ELEVATION CERTIFICATES FOR EACH LOT SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 2.2.2.B OF THE ENGINEERING STANDARDS FOR THE CITY OF SAN LUIS OBISPO. 32.ALL GRADING AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE GRADING ORDINANCE OF THE CITY OF SAN LUIS OBISPO, THE CALIFORNIA BUILDING CODE CHAPTER 18, 2019 ed., AND THE SOILS REPORT. IN THE CASE OF CONFLICT BETWEEN THE PRECEDING REQUIREMENTS AND THESE PLANS, THE MORE STRINGENT SHALL GOVERN. 33.THE GEOTECHNICAL ENGINEER, WILL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS BEFORE SITE CLEARING OR GRADING OPERATIONS COMMENCE, AND WILL BE PRESENT TO OBSERVE THE STRIPPING OF DELETERIOUS MATERIAL AND PROVIDE CONSULTATION TO THE GRADING CONTRACTOR IN THE FIELD. 34.ALL PERMANENT CUT OR FILL SLOPES SHALL BE NO STEEPER THAN 2.0 HORIZONTAL TO 1.0 VERTICAL. 35.FILL MATERIAL SHALL BE RECOMPACTED TO 90% OF MAXIMUM DENSITY. 36.REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING ANY FILL. 37.ALL FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL AND FILL AREA SHALL BE PREPARED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE SITE HAS BEEN APPROVED BY THE GEOTECHNICAL ENGINEER. SCARIFICATION OF THE EXISTING SOIL AT AREAS TO RECEIVE FILL SHALL BE PERFORMED. ALL FILL MATERIAL SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. 38.FIELD OBSERVATION AND TESTING DURING THE GRADING OPERATIONS, AS DESCRIBED HEREIN, SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER, SO THAT A DECISION CAN BE FORMED REGARDING THE ADEQUACY OF THE SITE PREPARATION, THE ACCEPTABILITY OF FILL MATERIALS, AND THE EXTENT TO WHICH THE EARTHWORK CONSTRUCTION AND THE DEGREE OF COMPACTION COMPLY WITH THE PROJECT'S GEOTECHNICAL SPECIFICATIONS AND IS SUITABLE TO SUPPORT THE INTENDED STRUCTURES. 39.THE CONTRACTOR SHALL FURNISH THE GEOTECHNICAL ENGINEER WITH A SUBMITTAL INDICATING THE TYPE OF CONCRETE, MIX QUANTITIES, AND MASONRY MATERIALS TO BE USED IN THE CONSTRUCTION OF ALL FOUNDATIONS, FOUNDATION WALLS, AND RETAINING WALLS FOR PRIOR APPROVAL. 40.THE CONTRACTOR SHALL PROVIDE UNIFORM GRADES BETWEEN CONTROL ELEVATIONS WITH SMOOTH VERTICAL CURVES AT GRADE BREAKS. THE EDGES OF ALL GRADING WORK SHALL BE ROLLED AND CONTOURED TO PRESENT A NATURAL LOOKING APPEARANCE THAT BLENDS WITH ADJACENT NATURAL GRADES AND AVOIDS PRISMATIC FORMS. 41.NO AREA SHALL BE GRADED SOONER THAN IS NECESSARY FOR CONSTRUCTION TO REDUCE THE AMOUNT OF TIME THAT THE SOILS ARE DEVOID OF PLANT MATERIAL. 42.PRIOR TO FINAL INSPECTION, THE GEOTECHNICAL ENGINEER SHALL CERTIFY THAT ALL GRADING, SCARIFICATION, AND COMPACTION WAS DONE IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE SOILS REPORT AND AS NOTED ON THESE PLANS. 43.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND CERTIFY THAT ALL FOUNDATION EXCAVATIONS COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT 44.THE GEOTECHNICAL ENGINEER TO CERTIFY THE GRADING RECOMMENDATIONS FROM THE SOILS INVESTIGATION HAVE BEEN MET AND A STATEMENT SAYING, “BUILDING PAD AS CONSTRUCTED IS SUITABLE FOR INTENDED USE.” REQUIRED FOR ALL LOTS. 45.A FINAL REPORT SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER IN ACCORDANCE WITH UBC SECTION 3318.1. CONSTRUCTION NOTES 1.UNLESS NOTED OTHERWISE, ALL POTABLE WATER PIPE AND FITTINGS SHALL BE CLASS 235, DR 14, POLYVINYL CHLORIDE (PVC), "BELL AND SPIGOT" TYPE, MEETING THE STANDARDS SET FORTH IN AWWA C900, AND BE BLUE IN COLOR IN ACCORDANCE WITH CITY STANDARD SPECIFICATION 77-2.02B. ALL FITTINGS FOR THE WATER PIPE SHALL BE IN ACCORDANCE WITH CITY STD. SPEC. SECTION 77-2.02C, UNLESS NOTED OTHERWISE ON THESE PLANS. 2.ALL WATER SYSTEM GATE VALVES SHALL IN ACCORDANCE WITH CITY STD. SPEC. 77-2.02D(1). 3.ALL WATER MAINS SHALL BE TESTED, FLUSHED, AND DISINFECTED PURSUANT TO THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATION 77-2.03J. COST OF ALL TESTING, DISINFECTING, AND RECONSTRUCTION DUE TO TEST FAILURE SHALL BE BORN BY THE CONTRACTOR. TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS. 4.UNLESS NOTED OTHERWISE, ALL RECYCLED WATER PIPE AND FITTINGS SHALL BE CLASS 350, DUCTILE IRON (DIP), "BELL AND SPIGOT" TYPE, MEETING THE STANDARDS SET FORTH IN AWWA C151 WITH AFFIXED LABELING FOR RW IN ACCORDANCE WITH CITY STD. SPEC. 77-2.02E FOR RECYCLED WATER PIPE. ALL FITTINGS FOR THE WATER PIPE SHALL BE IN ACCORDANCE WITH CITY STD. SPEC. SECTION 77-2.02C. 5.ALL SANITARY SEWER PIPE (INCLUDING LATERALS, CLEANOUTS, ETC.) SHALL BE IRON PIPE SIZE HDPE (IPS) SDR17 MEETING THE STANDARDS SET FOR IN ASTM D3350 AND CITY STD. SPEC. 77-3.02A(2). ALL SANITARY SEWER FITTINGS SHALL BE PROVIDED IN ACCORDANCE WITH CITY STD. SPEC. 77-3.02B(5) (FUSED JOINTS). 6.THE CONTRACTOR SHALL TEST ALL SANITARY SEWER GRAVITY MAINS IN ACCORDANCE WITH CITY STD. SPEC. 77-3.03G AND TO THE SATISFACTION OF THE ENGINEER OF RECORD AND THE CITY OF SAN LUIS OBISPO. 7.ALL SEWERAGE AND WATER SUPPLY IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 CITY OF SAN LUIS OBISPO PUBLIC IMPROVEMENT STANDARDS, UNLESS OTHERWISE NOTED ON THESE PLANS. 8.THE CONTRACTOR SHALL TEST ALL SANITARY SEWER GRAVITY MAINS BY VIDEO AFTER TESTING IS COMPLETE AND IS SATISFACTORY TO THE ENGINEER OF RECORD AND THE CITY OF SAN LUIS OBISPO. SEWER MAINS SHALL ALSO BE TESTED FOR OUT-OF-ROUND DEFLECTIONS PER MANUFACTURER'S SPECIFICATIONS AND CITY OF SAN LUIS OBISPO STANDARD SPECIFICATION 77-3.03G(2). LOCATIONS OF MANDREL FAILURES OR SAGS INDICATED BY THE VIDEO INSPECTION WILL REQUIRE THE AFFECTED LENGTH OF PIPE TO BE REMOVED AND REINSTALLED TO CONFORM TO THE CITY OF SAN LUIS OBISPO REQUIREMENTS. COST OF ALL TESTING AND INSPECTION INCLUDING VIDEO RETAKES SHALL BE PAID FOR BY THE PERSON, FIRM, OR CORPORATION CONSTRUCTING THE IMPROVEMENT. 9.STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH CITY STD. SPEC. 77-4.02A A.HIGH DENSITY CORRUGATED POLYETHYLENE STORM DRAIN PIPE SHALL HAVE FULL CIRCULAR CROSS-SECTION, AN INTEGRALLY FORMED SMOOTH INTERIOR, AND CORRUGATED EXTERIOR. B.PIPE SHALL MEET CALTRANS STANDARD SPECIFICATIONS SECTION 64 AND THE REQUIREMENTS OF AASHTO SPECIFICATIONS M-294 FOR 12" - 48" DIAMETER AND MP-7 FOR 54" AND 60" DIAMETER. PIPE SHALL BE TYPE S OR D (SMOOTH INTERIOR); C.PIPE JOINTS SHALL BE BELL AND SPIGOT DESIGN AND SHALL INCLUDE A RUBBER GASKET CONFORMING TO THE REQUIREMENTS OF ASTM F477. PIPE JOINTS SHALL BE WATERTIGHT ACCORDING TO THE REQUIREMENTS OF ASTM D3212. D.FITTINGS SHALL COMPLY WITH AASHTO M294 OR ASTM F2306. FITTINGS USED WITH THE PIPE SHALL NOT REDUCE OR IMPAIR THE OVERALL INTEGRITY OR FUNCTION OF THE PIPELINE. FITTINGS MAY BE MOLDED OR FABRICATED AND SHALL BE FURNISHED BY THE PIPE MANUFACTURER; E.UNLESS OTHERWISE SPECIFIED IN THE PROJECT PLANS OR SPECIFICATIONS, INSTALLATION OF PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. 10.PVC STORM SEWER PIPE SHALL BE IN ACCORDANCE WITH CITY STD. SPEC. 77-4.02A: A.PVC GRAVITY SEWER PIPE SPECIFIED ON THE DRAWINGS AS SDR 35 SHALL CONFORM TO ASTM D3034, WITH INTEGRAL BELL GASKET JOINTS. RUBBER GASKETS SHALL BE FACTORY INSTALLED AND CONFORM TO ASTM F477; B.SEWER PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454B OR 12364B AS DEFINED IN ASTM D1784, SHALL HAVE A SDR OF 35, AND A MINIMUM PIPE STIFFNESS OF 46 PSI ACCORDING TO ASTM TEST D2412; C.ALL PIPE LENGTHS SHALL BE INSTALLED IN COMPLIANCE WITH ASTM D2321. BACKFILL REQUIREMENTS SHALL BE PER CITY OF SAN LUIS OBISPO PUBLIC IMPROVEMENT STANDARD DRAWING U-4, TRENCH DETAIL-PAVED SURFACES. 11.THE CONTRACTOR SHALL EXPOSE AND VERIFY THE LOCATION, ELEVATION AND CONDITION OF EXISTING UTILITY FACILITIES PRIOR TO BEGINNING ANY EXCAVATION OR OTHER UNDERGROUND WORK IN THE VICINITY OF THOSE UTILITIES. 12.ALL VALVE AND MANHOLE COVERS TO REMAIN SHALL BE PROTECTED IN PLACE OR ADJUSTED TO GRADE, PER CITY STANDARDS. 13.THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS WRITTEN NOTICE TO THE PROJECT REPRESENTATIVE AND SURVEYOR WHEN REQUESTING SURVEY STAKES. AIR QUALITY NOTES 1.COMPLY WITH THE MITIGATION MEASURES AS DESCRIBED IN THE CONSTRUCTION ACTIVITIES MANAGEMENT PLAN FOR TRACT 3089 - AVILA RANCH PHASES 2-6 PREPARED BY PADRE ASSOCIATES. 2.SPEED SIGNS OF 15 mph SHALL BE POSTED FOR ALL CONSTRUCTION TRAFFIC. 3.CONSTRUCTION EQUIPMENT SHALL CONFORM TO THE MOST CURRENT AIR QUALITY REGULATIONS FOR THE OPERATION OF MOTOR VEHICLES. CULTURAL RESOURCE NOTES 1.COMPLY WITH CULTURAL RESOURCES MITIGATION MEASURES APPLICABLE TO PHASES 4-6. WORKER ENVIRONMENTAL AWARENESS PROGRAM TRAINING NOTES 1.PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITIES (INCLUDING STAGING AND MOBILIZATION), THE OWNER/APPLICANT SHALL ENSURE ALL PERSONNEL ASSOCIATED WITH PROJECT CONSTRUCTION ATTEND A WORKER ENVIRONMENTAL AWARENESS PROGRAM (WEAP) TRAINING. CONTRACTOR SHALL REQUIRE ALL EMPLOYEES, AND SUBCONTRACTORS AND THEIR EMPLOYEES, THAT WILL CONDUCT FIELD WORK ASSOCIATED WITH THIS PROJECT, TO ATTEND THIS TRAINING, AT NO ADDITIONAL COST TO THE CITY. 2.THE TRAINING SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST, TO AID WORKERS IN RECOGNIZING SPECIAL STATUS RESOURCES THAT MAY OCCUR IN THE PROJECT AREA. THE SPECIFICS OF THIS PROGRAM SHALL INCLUDE IDENTIFICATION OF THE SENSITIVE SPECIES AND HABITATS, A DESCRIPTION OF THE REGULATORY STATUS AND GENERAL ECOLOGICAL CHARACTERISTICS OF SENSITIVE RESOURCES, AND REVIEW OF THE LIMITS OF CONSTRUCTION AND AVOIDANCE MEASURES REQUIRED TO REDUCE IMPACTS TO BIOLOGICAL RESOURCES WITHIN THE WORK AREA. A FACT SHEET CONVEYING THIS INFORMATION SHALL ALSO BE PREPARED FOR DISTRIBUTION TO ALL CONTRACTORS, THEIR EMPLOYERS, AND OTHER PERSONNEL INVOLVED WITH CONSTRUCTION OF THE PROJECT. ALL EMPLOYEES SHALL SIGN A FORM PROVIDED BY THE TRAINER DOCUMENTING THEY HAVE ATTENDED THE WEAP AND UNDERSTAND THE INFORMATION PRESENTED TO THEM. TRAFFIC NOTES 1.COMPLY WITH THE CONSTRUCTION TRANSPORTATION MANAGEMENT PLAN FOR AVILA RANCH DEVELOPMENT PHASE 2 THROUGH 6 PREPARED BY PADRE ASSOCIATES, DATED APRIL 13, 2023. 2.THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN A MINIMUM OF ONE LANE OPEN TO TRAFFIC UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL USE REVISED STANDARD PLAN T13 FOR WORK AFFECTING THE TRAVELED WAY. A.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO PUBLIC WORKS FOR EACH STAGE OF CONSTRUCTION PRIOR TO ISSUANCE OF ENCROACHMENT PERMIT. B.TRAFFIC CONTROL PLANS SHALL BE SUBMITTED TO PUBLIC WORKS, A MINIMUM OF TWO WEEKS PRIOR TO COMMENCEMENT OF WORK OR DETOURING OF TRAFFIC PATTERNS C.TEMPORARY TRAFFIC CONTROL SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF WORK REQUIRING DETOURING OF TRAFFIC PATTERNS D.ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PER AND SHALL CONFORM TO STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD, 2014) REQUIREMENTS. ELECTRICAL, CABLE AND TELEPHONE FACILITIES ALL WIRE AND DRY UTILITY CONNECTIONS, DISTRIBUTION LINES, AND SERVICE LOCATIONS SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY AND SHOULD NOT BE CONSIDERED FINAL DESIGN. UTILITY PURVEYORS MAY NEED TO ALTER THEIR DESIGN FROM WHAT IS DEPICTED HEREIN BASED UPON FUTURE DESIGN MODIFICATIONS OR DURING CONSTRUCTION. NO REVISIONS TO WHAT IS DEPICTED HEREIN SHALL BE CONSTRUCTED WITHOUT THE PRIOR APPROVAL OF CITY PUBLIC WORKS. NO ABOVE-GROUND FACILITIES SHALL BE LOCATED WHERE THEY BLOCK THE ACCESSIBLE PATH OF TRAVEL OR INTERSECTION OR DRIVEWAY SIGHT DISTANCE. PRIOR TO FINAL PROJECT ACCEPTANCE IT WILL BE THE OWNER'S RESPONSIBILITY TO VERIFY FINAL UTILITY ALIGNMENTS AND ENSURE THAT ADEQUATE EASEMENTS FOR SUCH FACILITIES ARE PROVIDED. CONTRACTOR IS RESPONSIBLE FOR OBTAINING FINAL PLANS FROM EACH OF THE UTILITY COMPANIES PRIOR TO CONSTRUCTION. AREA DISTURBED TOTAL AREA DISTURBED = 13.33 Acres 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA ABBREVIATIONS AC ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARV AIR RELEASE VALVE A&V AIR AND VACUUM (COMBINATION) VALVE AVG AVERAGE BC BEGIN CURVE BF BLIND FLANGE BFV BUTTERFLY VALVE BIA BUREAU OF INDIAN AFFAIRS BLDG BUILDING BM BENCH MARK BO BLOW OFF BV BALL VALVE C CURB CAV COMBINATION AIR VALVE CATV CABLE TELEVISION CI CAST IRON CL CENTERLINE CL CLASS CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CP CATHODIC PROTECTION CPLG COUPLING CY CUBIC YARD DET DETAIL DIA DIAMETER DIM DIMENSION D/W DRIVEWAY E EXISTING EA EACH EC END CURVE ELE ELEVATION EP EDGE OF PAVEMENT EX EXISTING EG EXISTING GROUND FCA FLANGE COUPLING ADAPTOR FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FL FIRE LINE FLG FLANGE FS FINISH SURFACE FT FEET G GAS GA GAGE GAL GALLON GALV GALVANIZED GB GRADE BREAK GPD GALLONS PER DAY GPM GALLONS PER MINUTE GV GATE VALVE HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HGL HYDRAULIC GRADE LINE ID INSIDE DIAMETER IN INCHES INV INVERT JP JOINT POLE JT JOINT UTILITY TRENCH L LENGTH LAT LATERAL LF LINEAR FEET LP LIGHT POLE LT LEFT M METER MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS MH MANHOLE N/A NOT APPLICABLE NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT NTS NOT TO SCALE OD OUTSIDE DIAMETER PCC PORTLAND CEMENT CONCRETE PH POTHOLE (UTILITY WAS POTHOLED) PIV POST INDICATOR VALVE POC POINT OF CONNECTION PRV PRESSURE REGULATING VALVE PSF POUND PER SQURE FOOT PSI POUND PER SQUARE INCH PVC POLYVINYL CHLORIDE R RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REQD REQUIRED RT RIGHT R/W RIGHT OF WAY RET WALL RETAINING WALL SS SANITARY SEWER SCH SCHEDULE SD STORM DRAIN SHT SHEET SPEC SPECIFICATIONS SSFM SANITARY SEWER FORCE MAIN STA STATION STD STANDARD STL STEEL SW SIDEWALK T TELEPHONE TB THRUST BLOCK TB TOP OF BANK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TP TOP OF PAVEMENT TYP TYPICAL TW TOP WALL UTL COMMON TRENCH UTILITIES VAR VARIES VC VERTICAL CURVE VIC VICTAULIC COUPLING VERT VERTICAL W WATER WF WIDE FLANGE WL WATER LINE WM WATER METER WS WATER SERVICE WV WATER VALVE WWM WELDED WIRE MESH WW WET WELL *NOTE: THIS IS A STANDARD SET OF ABBREVIATIONS. NOT ALL ABBREVIATIONS SHOWN WILL APPLY TO THIS WORK. R Know what's below. Call before you dig. No t e s a n d L e g e n d S h e e t 3 LEGEND EXISTING PROPOSED DESCRIPTION FILE NAME: 1493-0007-TITL.DWG COCO %2.00%(2.00) 8 8 l l SPOT ELEVATIONS SEWER MANHOLE SEWER CLEANOUT SERVICE LATERAL (W=WATER, G=GAS, U=UTILITIES) SERVICE METER (W=WATER) DOUBLE SERVICE METER (W=WATER) SEWER LATERAL FIRE HYDRANT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN GATE VALVE STREET LIGHT SURVEY MONUMENT BENCH MARK SLOPE PERCENTAGE ABANDON UTILITY EDGE OF PAVEMENT REDUCER / INCREASER WATER LINE SEWER FORCE MAIN GRAVITY SEWER LINE STORM DRAIN FUTURE STORM DRAIN UNDERGROUND GAS LINE UNDERGROUND UTILITY LINE LOCATION UNDERGROUND ELECTRICAL LINE UNDERGROUND CABLE TELEVISION LINE UNDERGROUND TELEPHONE LINE RIGHT OF WAY EASEMENT CENTERLINE BARBED WIRE FENCE CHAIN LINK FENCE RETAINING WALL FLOWLINE PROPERTY LINE LIMITS OF GRADING/ WORK CUT/FILL LIMIT OF EXISTING 100 YEAR FLOOD PLAIN STORM WATER POLLUTION PREVENTION / EROSION AND SEDIMENTATION CONTROL NOTES 1.EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, AND TRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALL INCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OF SLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, AND PERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TO THE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THE PUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BE UNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THE INTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATED SEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE, OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY. 2.SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURING CONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS. 3.THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES AS SPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTED AS COMPLETE BY THE PUBLIC WORKS DEPARTMENT OR UNTIL RELEASED FROM THE CONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION CONTROL MEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICES MAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THE DISCRETION OF THE ENGINEER OF WORK, CITY INSPECTOR, SWPPP MONITOR, OR RWQCB INSPECTOR. GUIDELINES FOR DETERMINING APPROPRIATE EROSION CONTROL DEVICES SHALL BE INCLUDED IN THE SWPPP. 4.EROSION CONTROL DEVICES SHALL BE THE FIRST ORDER OF WORK AND SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION. ADDITIONAL MEASURES /DEVICES SHALL BE AVAILABLE DURING THE RAINY SEASON (BETWEEN OCTOBER 15 AND APRIL 15) OR ANYTIME WHEN THE RAIN PROBABILITY EXCEEDS 50%. THESE MEASURES/DEVICES SHALL BE AVAILABLE, INSTALLED, AND/OR APPLIED AFTER EACH AREA IS GRADED AND NO LATER THAN FIVE (5) WORKING DAYS AFTER COMPLETION OF EACH AREA. 5.THE CONTRACTOR, DEVELOPER, AND QUALIFIED SWPPP PRACTITIONER/DEVELOPER SHALL BE RESPONSIBLE TO REVIEW THE PROJECT SITE PRIOR TO OCTOBER 15 (RAINY SEASON) AND TO COORDINATE AN IMPLEMENTATION PLAN FOR WET WEATHER EROSION CONTROL DEVICES. A LOCALLY BASED STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 6.IN THE EVENT OF A FAILURE, THE DEVELOPER AND/OR THEIR REPRESENTATIVE SHALL BE RESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENT THAT DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE CITY IS REQUIRED TO PERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR CITY REIMBURSEMENT OF ALL ASSOCIATED COSTS OR DAMAGE. 7.IN THE EVENT OF FAILURE AND/OR LACK OF PERFORMANCE BY THE OWNER AND/OR CONTRACTOR TO CORRECT EROSION CONTROL RELATED PROBLEMS THE PUBLIC WORKS DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER. 8.PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLY ESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED. 9.THE AIR POLLUTION CONTROL DISTRICT (APCD) MAY HAVE ADDITIONAL PROJECT SPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR AND DEVELOPER SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OF THESE REQUIREMENTS. 10.ALL PROJECTS INVOLVING SITE DISTURBANCE OF ONE ACRE OR GREATER SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). THE DEVELOPER SHALL SUBMIT A NOTICE OF INTENT (NOI) TO COMPLY WITH THE GENERAL PERMIT FOR CONSTRUCTION ACTIVITY WITH THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). THE DEVELOPER SHALL PROVIDE THE CITY WITH THE WASTE DISCHARGE IDENTIFICATION NUMBER (WDID #) OR WITH VERIFICATION THAT AN EXEMPTION HAS BEEN GRANTED BY RWQCB. WDID NO.: 34022WQ09 PERSON TO CONTACT 24 HOURS A DAY IN THE EVENT THERE IS AN EROSION CONTROL/SEDIMENTATION PROBLEM (STORM WATER COMPLIANCE OFFICER): NAME:JERRY MEYER PHONE NO:805-595-5440 ext. 103 11.ALL DISTURBED AREAS SHALL BE HYDROSEEDED OR PLANTED WITH AN APPROVED EROSION CONTROL VEGETATION WITHIN 14 DAYS AFTER CONSTRUCTION IS COMPLETE. REFER TO THE LANDSCAPE PLANS FOR THE EROSION CONTROL SEED MIX. 12.EFFECTIVE SOIL COVER WILL BE IMPLEMENTED FOR AREAS SCHEDULED TO BE INACTIVE FOR AT LEAST 14 DAYS AND ALL FINISHED SLOPES, OPEN SPACE, UTILITY BACKFILL, AND COMPLETED LOTS. 13.THE USE OF PLASTIC MATERIALS WILL BE LIMITED WHEN ALTERNATIVES EXIST. 14.EFFECTIVE WIND EROSION CONTROL SHALL BE IMPLEMENTED. 15.AFTER EACH RAIN STORM, REMOVE ALL SILT AND DEBRIS FROM EROSION & SEDIMENT CONTROL MEASURES, INCLUDING BASINS, SEDIMENT BASINS, SEDIMENT TRAPS, AND DIVERSION EARTH SWALES. 16.ALL EQUIPMENT/ VEHICLES WILL BE FUELED, MAINTAINED AND STORED IN THE DESIGNATED STAGING AREA FITTED WITH APPROPRIATE BMPs. 17.STORAGE AREAS FOR MATERIALS, WASTE, WATER STORAGE, WATER TRANSFER FOR DUST CONTROL AND COMPACTION PRACTICES SHALL BE LOCATED WITHIN THE DESIGNATED STAGING AREAS. 18.STOCKPILED CONSTRUCTION MATERIALS NOT BEING ACTIVELY USED SHALL BE COVERED AND BERMED PRIOR TO QUALIFYING RAIN EVENT. 19.TRACKING ONTO THE PUBLIC STREET SHALL BE MINIMIZED. THE ADJOINING STREETS SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY. 20.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS, PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION. 21.IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR QUALIFIED SWPPP PRACTITIONER (QSP) TO ENSURE THAT THE CURRENT VERSION OF THE SWPPP (INCLUDING ALL AMENDMENTS) IS BEING IMPLEMENTED BY ROUTINELY CHECKING THE PERMIT STATUS ON SMARTs AND VERIFYING WITH THE QUALIFIED SWPPP DEVELOPER (QSD) . 22.IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT, THE SWPPP SHALL BE KEPT ON SITE AT ALL TIMES AND MADE AVAILABLE UPON REQUEST BY A REPRESENTATIVE OF THE REGIONAL WATER QUALITY BOARD, EPA, OR LOCAL AGENCY. 23.MINIMIZE THE AMOUNT OF DISTURBED/EXPOSED AREA WHERE POSSIBLE. DISTURB ONLY AREAS NECESSARY TO COMPLETE THE WORK SHOWN IN THESE PLANS. 24.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IDENTIFIES POTENTIAL SOURCES OF POLLUTANTS OF STORM WATER, PRESENTS POLLUTION CONTROL MEASURES, AND ASSISTS IN ENSURING IMPLEMENTATION AND MAINTENANCE OF THE BEST MANAGEMENT PRACTICES (BMP'S). 25.IN THE EVENT OF A CHANGE OF OWNERSHIP, A NEW NOTICE OF INTENT SHALL BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD. 26.IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFY THE NATIONAL RESPONSE CENTER AND THE CITY OF SAN LUIS OBISPO. IF NECESSARY, THE SWPPP SHALL BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLE QUANTITY IS ESTABLISHED BY 40 CODE OF FEDERAL REGULATIONS (CFR) 117.3 OR 40 CFR 302.4. 27.ALL CONTRACTORS AND THEIR PERSONNEL WHOSE WORK CAN CONTRIBUTE TO OR CAUSE POLLUTION OF STORM WATER SHALL BE MADE FAMILIAR WITH THE SWPPP. 28.CHANGES IN CONSTRUCTION OR IN CONDITIONS WHICH ARE NOT COVERED BY THIS PLAN SHOULD BE BROUGHT TO THE ATTENTION OF THE LEGALLY RESPONSIBLE PERSON (LRP) AND QUALIFIED SWPPP DEVELOPER (QSD). 29.ALL PREVENTION AND CLEAN UP MEASURES SHOULD BE CONDUCTED IN ACCORDANCE WITH CITY OF SAN LUIS OBISPO ORDINANCES, AS WELL AS STATE AND FEDERAL REGULATIONS. WASTE MATERIALS SHOULD BE DISPOSED OF IN A LEGAL MANNER. 30.ALL DISCHARGES OF STORM WATER MUST COMPLY WITH THE LAWFUL REQUIREMENTS OF THE CITY OF SAN LUIS OBISPO AND OTHER LOCAL AGENCIES REGARDING THE DISCHARGES OF STORM WATER TO STORM DRAIN SYSTEMS. 31.THIS PLAN DOES NOT COVER THE REMOVAL OF HAZARDOUS OR TOXIC WASTE. IN THE EVENT OF A DISCHARGE OR RELEASE OF A REPORTABLE QUANTITY OF TOXIC WASTE, CONSTRUCTION ACTIVITIES SHOULD BE STOPPED UNTIL THE SPILL CAN BE ASSESSED AND A MITIGATION REPORT PREPARED BY A QUALIFIED ENVIRONMENTAL CONSULTANT, AND IF NECESSARY, REVIEWED BY THE CITY OF SAN LUIS OBISPO AND ANY OTHER AGENCY HAVING JURISDICTION. 32.THE SWPPP SHALL BE MADE AVAILABLE TO THE PUBLIC UNDER SECTION 308(B) OF THE CLEAN WATER ACT. UPON REQUEST BY MEMBERS OF THE PUBLIC, THE DISCHARGER SHALL MAKE A COPY OF THE SWPPP AVAILABLE FOR REVIEW BY THE REGIONAL WATER QUALITY BOARD OR DIRECTLY TO THE REQUESTER. FIRE GENERAL NOTES 1.CONTRACTOR TO COMPLY WITH ALL APPLICABLE FIRE CODES FOR THIS PROJECT ALONG WITH THE FOLLOWING NFPA STANDARDS: 1.1.1.2022 CALIFORNIA FIRE CODE 1.1.2.2022 CALIFORNIA BUILDING CODE 1.1.3.2022 CALIFORNIA ELECTRIC CODE 1.1.4.NATIONAL FIRE CODE TITLE 19, PUBLIC SAFETY, CALIFORNIA ADMIN. CODE 1.1.5.2022 NFPA 24 INSTALLATION OF PRIVATE FIRE MAINS AND THEIR APPURTENANCES TO BUILDINGS 1.1.6.2020 CITY OF SAN LUIS OBISPO STANDARDS FIRE SAFETY DURING CONSTRUCTION IN ACCORDANCE WITH THE UNIFORM FIRE CODE, THE PUBLIC RESOURCES CODE, AND THE HEALTH AND SAFETY CODE, THE FOLLOWING FIRE PREVENTION REQUIREMENTS APPLY DURING GRADING PHASE OF THIS PROJECT: 1.AN EMERGENCY REPORTING SYSTEM SHALL BE IN PLACE. 2.EMERGENCY ACCESS MUST BE MAINTAINED DURING CONSTRUCTION ACTIVITIES. 3.COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS 4.COMBUSTIBLE AND FLAMMABLE LIQUIDS SHALL BE STORED IN APPROVED CONTAINERS. 5.BURNING COMBUSTIBLE DEBRIS, NATURAL VEGETATION, OR ANY OTHER MATERIAL IS PROHIBITED. 6.TEMPORARY HEATING DEVICES SHALL BE OF AN APPROVED TYPE AND LOCATED AWAY FROM COMBUSTIBLES. 7.SMOKING SHALL BE PROHIBITED, EXCEPT IN DESIGNATED AREAS FREE OF COMBUSTIBLE MATERIALS. 8.OPEN FLAME DEVICES AND OTHER SOURCES OF IGNITION SHALL NOT BE LOCATED IN AREAS WHERE COMBUSTIBLE MATERIALS ARE BEING USED. 9.TEMPORARY ELECTRICAL WIRING (EXTENSION CORDS) SHALL BE APPROVED AND IN SAFE WORKING ORDER. SUCH WIRING SHALL BE USED FOR PORTABLE APPLIANCES AND SHALL BE IN SAFE WORKING ORDER AND SHALL NOT BE OVERLOADED. 10.OPERATIONS INVOLVING OPEN FLAME PRODUCING EQUIPMENT, CUTTING, WELDING OR GRINDING (HOT WORK EQUIPMENT AND ACTIVITY) SHALL BE CONDUCTED IN A MANNER TO PREVENT FLAMES AND/OR SPARKS FROM IGNITING ADJACENT COMBUSTIBLES OR EXPOSED COMBUSTIBLE CONSTRUCTION. 11.A FIRE WATCH MAY BE NECESSARY TO PREVENT IGNITION OF COMBUSTIBLES. 12.GRINDING, WELDING, CUTTING, AND ANY OTHER HOT WORK ACTIVITIES REQUIRE: 12.1.A MINIMUM 10 FEET RADIAL CLEARANCE OF ALL FLAMMABLE VEGETATION AROUND SUCH OPERATIONS. 12.2.MAINTAIN A SHOVEL AND A WATER TYPE FIRE EXTINGUISHER AVAILABLE FOR USE AT THE IMMEDIATE AREA OF THE OPERATION. 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS LIMIT OF PROPOSED FEMA FLOOD ZONE A (22-09-0955R-090310) RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA R Know what's below. Call before you dig. Co n d i t i o n s o f A p p r o v a l & M i t i g a t i o n M e a s u r e s 4 FILE NAME: 1493-0007-TITL.DWG AVILA RANCH CONDITIONS OF APPROVAL (COA) 1.COA # 12 All private improvements shall be owned and maintained by the individual property owners, a property owner association, or the Homeowner's Association (HOA) as applicable, or by a Community Facilities District if specifically identified upon the formation of the CFD. Private improvements may include but are not limited to streets/alleys, parking lots, walks and paths, sewer mains/laterals, drainage systems, detention basin(s), lighting, landscape, landscape irrigation, common areas, pocket parks, and linear park improvements. 2.COA # 17 Secondary access is required from all portions and/or phases of the subdivision where more than 30 dwelling units are proposed. The location and development of the proposed secondary access shall be presented to the City for review and approval prior to the preparation of the related improvement plans or final map approval for each subsequent map or construction phase. Any temporary or permanent emergency access location, construction, and controls shall be in accordance with the Fire Code, City Engineering Standards, and shall be approved to the satisfaction of the Fire Department and Public Works Department. 3.COA # 18 Fire Department access shall be provided for each building construction phase to the satisfaction of the Fire Chief. Phased street construction shall consider and provide suitable Fire Department hydrant access, circulation routes, passing lanes, and turn-around areas in accordance with current City codes and standards. 4.COA # 19 All public streets shall conform to City Engineering Standards and the specific plan including curb, gutter, and sidewalk, driveway approaches, and curb ramps as approved by the City Engineer. Where conflicts occur between the City Engineering Standards and concepts identified in the specific plan and/or represented on the tentative map, the City Engineer shall make the final determination of design approval and/or exceptions. 5.COA # 20 All subdivision improvements shall be consistent with the City Engineering Standards except where the applicant has requested and been granted a formal design exception by the City Engineer. Design exceptions shall be requested in a format approved by the City and shall be accompanied by the required application and review fee. The applicant shall summarize the need for the request, alternatives, and may be asked to propose final construction details, specifications, and minimum construction tolerances/testing for review and approval by the City Engineer in support of the request. The request shall be approved by the City Engineer prior to submittal of complete public improvement plans. 6.COA # 21 Final street sections shall be approved in conjunction with the review and approval of the final project drainage report. The final design shall consider drainage, transitions, and accessibility. 7.COA # 24 The improvement plans shall include a line-of-sight analysis at applicable intersections to the satisfaction of the Public Works Department. Fence heights and plantings in the areas of control shall be reviewed in conjunction with the analysis. A separate recorded agreement or Notice of Requirements for private property owner, HOA, or CFD maintenance of sight lines may be required as a condition of the City Engineer's approval of the development plans. 8.COA # 25 The subdivision improvement plans shall include full on-site and any off-site public and private improvements as required to satisfy all mitigation measures, specific plan requirements, and conditions of approval. The plans shall comply with the City Engineering Standards, Bike Plan, Community Design Guidelines, Cal Trans Highway Design Manual, Specific Plan, City policies, and applicable County of San Luis Obispo Public Improvement Standards. 9.COA # 28 Detailed plans shall be provided for any off-site or out-of-phase improvements in conjunction with the proposed phasing plans unless preliminary or final designs are needed for orderly development and/or to substantiate the design of an adjoining phase. 10.COA # 29 Any jurisdictional permits from authorities other than the City, including but not limited to, those from the Army Corps of Engineers, California Fish and Wildlife Service, and the Regional Water Quality Control Board shall be obtained prior to the City's approval of improvement plans and the Developer's commencing with work for any construction phase subject to the jurisdiction of such regulatory agencies. 11.COA # 31 The subdivider shall install public street lighting and all associated facilities including but not limited to conduits, sidewalk vaults, fusing, wiring, and luminaires along all existing and proposed City streets per City Engineering Standards, and each proposed and existing intersection with Buckley Road per the County of San Luis Obispo Public Improvement Standards. 12.COA # 37 The improvement plans shall clearly show all existing structures, site improvements, utilities, water wells, septic tanks, leach fields, gas and wire services, etc. The plan shall include any pertinent off-site water well and private waste disposal systems that are located within regulated distances to the proposed drainage and utility improvements. The plan shall include the proposed disposition of the improvements and any proposed phasing of their demolition and removal. 13.COA # 38 The map and improvement plans shall show and clarify the extent of all existing public and private easements. The developer shall provide any additional clarification regarding the use and disposition of any water wells. Any private water well service piping that crosses or is proposed to cross an existing or future public right-of-way shall be approved by the City and shall be covered by an Encroachment Agreement to be recorded in a format approved by the City. The developer shall provide any additional clarifications, amendments, and/or quit- claims on any outstanding private easement agreements, as necessary. 14.COA # 39 Street paving shall be phased in accordance with City Engineering Standard 7110 unless un- phased construction is otherwise specifically approved by the City Engineer. Phased construction of the new street pavement shall provide for the ultimate structural street section and pavement life per the City's Pavement Management Plan and City Engineering Standards. The engineer of record shall detail the phased paving requirement in the public improvement plans to the satisfaction of the City Engineer. 15.COA # 40 The improvement plan submittal shall include a complete construction phasing plan in accordance with the mitigation measures, conditions of approval, City codes, and standards. A truck circulation plan and construction management and staging plan shall be included with any demolition, stockpile, grading, or improvement plan submittal. General truck routes shall be submitted for review and acceptance by the City. The engineer of record shall provide a summary of the extent of cut and fill with estimates on the yards of import and export material. The summary shall include rough grading, utility trench construction, road construction, AC paving, concrete delivery, and vertical construction loading estimates on the existing City of San Luis Obispo roadways. The developer shall either: 1) complete roadway deflection testing before and after construction to the satisfaction of the City Engineer and shall complete repairs to the pre-construction condition, or 2) shall pay a roadway maintenance fee in accordance with City Engineering Standards and guidelines, or 2) shall propose a pavement repair/replacement program satisfactory to the City Engineer. The roadway impacts analysis and mitigation strategy shall be approved prior to commencing with grading or construction. 16.COA # 44 The ARC plans and public improvement plans shall show the location of the proposed mail receptacles or mail box units (MBU's) to the satisfaction of the Post Master and the City Engineer. The subdivider shall provide a mailbox unit or multiple units to serve all dwelling units within this development as required by the Post Master. MBU's shall not be located within the public right-of-way or public sidewalk area unless specifically approved by the City Engineer. Contact the Post Master at 543-2605 to establish any recommendations regarding the number, size, location, and placement for any MBU's to serve the several neighborhoods and occupancies. 17.COA # 45 Porous concrete, pavers, or other surface treatments as approved by the City Engineer shall be used for private parking areas, V-gutters, private curb and gutter, etc. to the extent feasible within the over-all drainage design for water quality treatment/retention in accordance with the specific plan and General Plan. 18.COA # 46 The subdivision improvement plans shall show that accessibility to all common areas, linear parkways, and connecting neighborhood paths/trails is achieved per the ADA and the California Building Code to the satisfaction of the City Engineer and Building Official. 19.COA # 47 Potable city water shall not be used for major construction activities, such as grading and dust control, as required under Prohibited Water Uses; Chapter 13.07.070.C of the City's Municipal Code. An annual Construction Water Permit is available from the City's Utilities Department. Recycled water is readily available near the intersection of South Higuera and Suburban Road, and shall be stubbed within the project site with a temporary filling station/ recycled water hydrant assembly before grading operations begin. 20.COA # 48 Prior to issuance of a building permit in phase 1, the development's recycled water system shall have: an 8-inch recycled water system along Suburban Road from South Higuera to Earthwood Lane, and along Earthwood Lane from Suburban Road to Venture Drive. Subsequent phases of the development will need to add an 8-inch recycled water system along Venture Drive from Earthwood Lane to Jespersen Road, along Jespersen Road from the south end of Horizon Lane to Buckley Road, and along Buckley Road from Jespersen Road to the east boundary of the subdivision. 21.COA # 50 Sewer flow rates and velocities shall comply with the requirements of the 2016 Wastewater Collection System Infrastructure Renewal Strategy. Prior to issuance of a building permit in Phase I, the development's sewer system shall have: an 8-inch corrosion resistant gravity sewer main extending along Tank Farm Road from the Tank Farm Lift Station to Long Street; a 6-inch sanitary sewer force-main extending from Tank Farm Road along Long Street continuing through public roads to the Buckley Lift Station. The Buckley Lift Station shall be designed to collect and transmit the flow rates of each development phase, meet scour velocities in the force-main, include a duplex station with pre-rotation basins, a natural gas stand-by generator, surge control valves, and a block wall around the perimeter of the station. All associated permits, easements, fees, and appurtenances shall be provided for construction of a functional lift station. Subsequent phases of the development shall add a sewer collection system that flows by gravity into the Buckley Lift Station without the use of siphons, and shall provide additional pump capacity needed at Tank Farm Lift Station for build out conditions. 22.COA # 51 Separate utilities, including water, sewer, gas, electricity, telephone, and cable TV shall be served to each lot to the satisfaction of the Public Works Department and serving utility companies. Fiber-optic communication shall be provided from the existing lift station to the new lift station and proposed park. All public and private sewer mains/laterals shall be shown on the public improvement plans and shall be constructed per City Engineering Standards unless a waiver or alternate standard is approved by the City. The plans shall clearly delineate and distinguish public and private improvements. 23.COA # 52 All proposed utility infrastructure shall comply with the latest engineering design standards effective at the time of improvement plan approval, and shall have alignments for maintenance of public infrastructure acceptable to the Public Works Department. All public utilities shall be within the public right of way, and final alignments of all water and sewer mains shall be approved by the Utilities Engineer. 24.COA # 56 Final grades and alignments of all public and/or private water, recycled water, sewer and storm drains shall be approved to the satisfaction of the Public Works Director and Utilities Department. The final location, configuration, and sizing of on-site service laterals and meters shall be approved in conjunction with the review of the building plans, fire sprinkler plans, and/or public improvement plans. 25.COA # 59 The improvement plans shall show the location of all domestic and landscape water meters. The plan shall include service lateral sizes and meter sizes. Sizing calculations shall justify service and meter sizing prior to issuance of a building permit and to the satisfaction of the Utilities Director. Water impact fees related to the irrigation water meter(s) shall be paid prior to approval of the subdivision improvement plans for each map and/or construction phase depicting that meter or those meters. 26.COA # 67 Any permit approvals required from the Army Corps of Engineers, California Fish and Wildlife Service, or the Regional Water Control Board shall be secured and presented to the City prior to the approval of any subdivision grading and/or improvements related to the jurisdictional area for each construction phase. The engineer of record shall review the permit approvals and any specific permit conditions for compliance with the plans, subdivision improvement designs, drainage system design/report, and soils report. The engineer of record shall forward the permits to the City with a notation that he or she has reviewed the plans and determined that the design of the improvements are in general conformance with the permits. 27.COA # 68 The public improvement plans submittal shall clarify how any wetlands, creek corridors, and riparian habitat areas will be preserved to the satisfaction of the Natural Resources Manager. Include any specific details for the proposed creek crossings in accordance with any preservation strategies, mitigation measures, and other requirements and needed permits from agencies with jurisdiction or permitting authority. Sensitive areas shall be staked, fenced, or otherwise delineated and protected prior to commencing with construction, grading, or grubbing. 28.COA # 73 A separate easement agreement for the existing unnamed channels, drainages, and creek corridors shall be approved to the satisfaction of the City. The easement agreement shall be in a format provided by the City. The agreement shall include the CFD, Homeowners Association, or private property owner maintenance responsibilities, limitations in use within the easement area, and City access rights for maintenance in an emergency or if the responsible party fails to maintain. 29.COA # 74 The subdivision improvement plans shall include a complete grading plan to show site accessibility in accordance with State and Federal regulations for all public and/or private roads, transit stops, trails, paths, walks, bikeways, parks, and bridges where applicable. The submittal shall provide additional analysis if site accessibility will not be provided and for any feature or element where accessibility is purportedly not required. The accessibility regulations or guidelines in effect at the time of subdivision improvement construction will be applied. 30.COA # 75 The subdivision improvement plans, grading plans, drainage plans, and drainage reports shall show and note compliance with City Codes, Standards and Ordinances, Floodplain Management Regulations, specific plan stormwater provisions, Waterways Management Plan Drainage Design Manual, and the Post Construction Stormwater Regulations as promulgated by the Regional Water Quality Control Board, whichever pertinent sections are more restrictive. 31.COA # 77 The improvement plan submittal shall include a complete grading, drainage, and erosion control plan. The proposed grading, drainage plan, and reports shall consider the proposed construction phasing. Historic off-site and upslope watersheds tributary to the area of phased construction shall be considered. Run-on from all adjoining developed or undeveloped parcels shall be considered. 32.COA # 81 The project plan and reports shall show compliance with the City's Floodplain Management Regulations and FEMA requirements. Portions of the project are located within an unstudied A zone. The required Conditional Letter of Map Revisions Based on Fill (CLOMR-F) shall be processed and approved by FEMA prior to commencement of construction or placement of fill within the Special Flood Hazard Area (SFHA). The final LOMR-F shall be submitted to FEMA, along with the required Community Acknowledgement form, within 6 months of the completion of the grading for each pertinent phase of construction. The Community Acknowledgement form may require the signatures of both the City of San Luis Obispo and County of San Luis Obispo. The LOMR-F shall be approved by FEMA prior to acceptance of the final building pad and development grades by the City of San Luis Obispo and prior to building permit issuance. 33.COA # 81.a The required Conditional Letter of Map Revisions Based on Fill (CLOMR-F) shall be processed and approved by FEMA prior to commencement of construction or placement of fill within the Special Flood Hazard Area (SFHA). 34.COA # 81.b The final LOMR-F shall be submitted to FEMA, along with the required Community Acknowledgement form, within 6 months of the completion of the grading for each pertinent phase of construction. 35.COA # 81.c The Community Acknowledgement form may require the signatures of both the City of San Luis Obispo and County of San Luis Obispo. The LOMR-F shall be approved by FEMA prior to acceptance of the final building pad and development grades by the City of San Luis Obispo and prior to building permit issuance. 36.COA # 82 The revised 100-year flood limits shall be shown and noted on the improvement plans and an additional final map sheet for reference. The drainage report and final plans shall clarify the 100-year flood elevations, clearances, and freeboard at all new vehicle bridge, pedestrian/bike bridge, and any pipe bridge crossings of the creek corridors. 37.COA # 83 The improvement plans shall clarify the extent of improvements at each respective water well site related to the proposed grading, grade lowering, etc. The plan shall include any alterations to well head and appurtenant electrical service, pumps, and panel boards. The plans shall show and note compliance with the City's Floodplain Management Regulations, adopted Building Code/Electrical Code, and Department of Water Resources requirements for protection of the service equipment and the well/groundwater. 38.COA # 84 The engineer of record shall provide a digital copy of the final Hydrologic Engineering Center's River Analysis System (HEC-RAS) modeling to the City in accordance with Section 4.0 of the Waterways Management Plan Drainage Design Manual. 39.COA # 85 The final drainage report, Post Construction Stormwater Regulation compliance strategy, and improvement plans shall include all required design details. The final reports and O & M Manual shall consider any need for on-going maintenance. The plan shall include reasonable provisions for the capture of silt, trash, and debris through pre-basins or other methods to minimize the impacts to the detention basin(s). 40.COA # 86 The final stormwater reports, plan, and program shall include consideration of solid waste/trash and floating trash removal from the storm drain system and BMP's prior to discharge to the adjoining creeks and/or waterways. The strategy shall consider any City or State regulations or guidelines regarding trash removal available at the time of public improvement plan development and shall be approved to the satisfaction of the City Engineer. 41.COA # 87 The developer shall prepare an Operations and Maintenance Manual for review and approval by the City in conjunction with the development of any stormwater BMP's that will be maintained by the Homeowners Association, Property Owner Association, CFD, or by private property owners. A Private Stormwater Conveyance Agreement shall be recorded in a format provided by the City prior to final inspection approvals and acceptance of subdivision improvements. 42.COA # 90 The final details for any proposed bio-retention facilities or other stormwater BMP's located within the public right-of-way shall be approved to the satisfaction of the City Engineer. The project soils engineer shall review and provide recommendations on any proposed site- constructed and/or proprietary retention systems. Analysis of impacts to the public improvements, protection of utilities, and methods to minimize piping and protection of private properties shall be addressed in the final analysis. 43.COA # 94 The project soils engineer shall review the final grading and drainage plans and Low Impact Development (LID) improvements. The soils report shall include specific recommendations related to public improvements, site development, utility, and building pad/foundation construction related to the proposed LID improvements. The project soils engineering report shall be referenced on the final map in accordance with the Subdivision Regulations and City Engineering Standards. 44.COA # 95 A Storm Water Pollution Prevention Plan (SWPPP) is required in accordance with State and local regulations. A hard copy of the SWPPP shall be provided to the City in conjunction with the Public Improvement Plan submittal and subsequent building plan submittals. The Water Discharge Identification (WDID) number shall be included by reference on all construction plans sets. An erosion control plan shall be included with the improvement plans and all building plan submittals for demolitions, grading, and new construction. 45.COA # 96 The project development and grading shall comply with all air quality standards and mitigation measures. The developer shall provide written notification from the County Air Pollution Control District (APCD) to the City regarding compliance with all local, state, and federal regulations including but not limited to the National Emission Standards for Hazardous Air Pollutants (NESHAP) regulations related to Naturally Occurring Asbestos (NOA) prior to plan approval, permits, and commencing with development grading. 46.COA # 99 The applicant shall submit a final Transportation Improvement Phasing Plan for each final map development phase of the Project for City review and approval prior to recordation of the first final map. 47.COA # 109 Buckley Road Bicycle Bridges at Tank Farm Creek. A separate bicycle bridge shall be constructed on each side of the existing Buckley Road-Tank Farm Creek bridge (two total bicycle bridges). Improvements shall be constructed concurrently with the extension of Buckley Road to South Higuera prior to Phase 2. 48.COA # 121 The improvement plans shall include striped bike lane buffers along applicable streets with Class II bike lanes to the satisfaction of the Public Works Department. 49.COA # 127 The developer shall provide the potential for water well irrigation to all areas of the Open Space/Agricultural zoned and mapped lot(s) to help promote a viable agricultural operation. The potential for irrigated agriculture shall be pursued unless dryland farming is otherwise approved by the City. Well irrigation shall be available to the designated Agricultural land to remain prior to the physical and/or practical displacement of the existing water well supply. The three distinct agricultural areas shall be served by existing proven wells or shall be provided with a new water well or wells. The existing or proposed well development and basic irrigation services shall be approved by the City. The irrigation well development plan shall be reviewed by a geologist and agriculturist and shall be submitted with their respective recommendations to the City for review and approval. The final development shall be certified as being in general conformance with the plan and recommendations. The well water quality shall be acceptable for the intended use or shall be treated to achieve the intent. The well development shall include but is not limited to well construction, development, testing, electrical supply, panel board, controller equipment, and pumping equipment. Any private irrigation system crossing of a public street shall be approved by the City Engineer and shall be accompanied by an encroachment agreement in a format provided by the City. 50.COA # 128 The Agricultural and Open Space areas shall be delineated and protected prior to commencing with any demolition, stockpile, subdivision grading, and development. The delineated areas shall be shown and noted in the SWPPP and subdivision improvement plans and shall not be used for construction staging, stockpile, or borrow areas unless specifically approved by the City. AVILA RANCH CEQA EIR MITIGATION MEASURES 1.MM# AQ-1a A Construction Activity Management Plan (CAMP) shall be included as part of Project grading and building plans and shall be submitted to the APCD and to the City for review and approval prior to the start of construction. In addition, the contractor or builder shall designate a person or persons to monitor the dust control program and to order increased watering, as necessary, to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone of such persons shall be provided to the APCD prior to land use clearance for map recordation and grading. The plan shall include but not be limited to the following elements: 1.1 A Dust Control Management Plan that encompasses the following dust control measures: •Reduce the amount of disturbed area where possible; •Water trucks or sprinkler trucks shall be used during construction to keep all areas of vehicle movement damp enough to prevent dust from leaving the site. At a minimum, this would require twice-daily applications. All dirt stock pile areas should be sprayed daily as needed. Increased watering frequency would be required when wind speeds exceed 15 miles per hour (mph). Reclaimed water or the onsite water well (non-potable) shall be used when possible. The contractor or builder shall consider the use of an APCD-approved dust suppressant where feasible to reduce the amount of water used for dust control; •All dirt stock-pile areas shall be sprayed daily as needed; • Permanent dust control measures identified in the approved Project revegetation and landscape plans should be implemented as soon as possible following completion of any soil disturbing activities; •Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating native grass seed and watered until vegetation is established; •All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the APCD; • All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible. In addition, building pads should be laid as soon as possible after grading unless seeding or soil binders are used; •Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction site; •All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard in accordance with California Vehicle Code Section 23114; •Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site; •Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water should be used where feasible; •All of these fugitive dust mitigation measures shall be shown on grading and building plans; and •The contractor or builder shall designate a person or persons to monitor the fugitive dust control emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holiday and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the APCD Compliance Division prior to the start of any grading, earthwork or demolition. 1.2 Implementation of the following BACT for diesel-fueled construction equipment, where feasible. The BACT measures shall include: •Use of Tier 3 and Tier 4 off-road equipment and 2010 on-road compliant engines; •Repowering equipment with the cleanest engines available; and •Installing California Verified Diesel Emission Control Strategies. 1.3 Implementation of the following standard air quality measures to minimize diesel emissions: •Maintain all construction equipment in proper tune according to manufacturer's specifications; •Fuel all off-road and portable diesel powered equipment with CARB-certified motor vehicle diesel fuel (non-taxed version suitable for use off-road). •Use diesel construction equipment meeting CARB 's Tier 2 certified engines or cleaner off- road heavy-duty diesel engines, and comply with the State off-Road Regulation; •Use on-road heavy-duty trucks that meet the CARB's 2007 or cleaner certification standard for on-road heavy-duty diesel engines and comply with the State On-Road Regulation; •Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g. captive or NOx exempt area fleets) may be eligible by proving alternative compliance; •On- and off-road diesel equipment shall not be allowed to idle for more than five minutes. Signs shall be posted in the designated queuing areas to remind drivers and operators of the five-minute idling limit; • Diesel idling within 1,000 feet of sensitive receptors in not permitted; • Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors; • Electrify equipment when feasible; • Substitute gasoline-powered in place of diesel-powered equipment, where feasible; and, • Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas (CNG), liquefied natural gas (LNG), propane or biodiesel. 4 Tabulation of on- and off-road construction equipment (age, horse-power, and miles and/or hours of operation); 1.5 Schedule construction truck trips during non-peak hours (as determined by the Public Works Director) to reduce peak hour emissions; 1.6 Limit the length of the construction work-day period; and 1.7 Phase construction activities, if appropriate. 2.MM# BIO-1a The Applicant shall prepare and implement a Biological Mitigation Plan that identifies construction-related staging and maintenance areas and includes Project-specific construction best management practices (BMPs) to avoid or minimize impacts to biological resources, including all measures needed to protect riparian woodland along Tank Farm Creek, minimize erosion, and retain sediment on the Project site. Such BMPs shall include (but not be limited to) the following: 2.1 Construction equipment and vehicles shall be stored at least 100 feet away from Tank Farm Creek and adjacent riparian habitat, and all construction vehicle maintenance shall be performed in a designated offsite vehicle storage and maintenance area. 2.2 Prior to construction activities adjacent to Tank Farm Creek, the creek shall be fenced with orange construction fencing and signed to prohibit entry of construction equipment and personnel unless authorized by the City. Fencing should be located a minimum of 20 feet from the edge of the riparian canopy or top of bank, whichever is further from the creek, and shall be maintained throughout the construction period for each phase of development. 2.3 In the event that construction must occur within the creek or 20-foot creek setback, a biological monitor shall be present during all such activities with the authority to stop or redirect work as needed to protect biological resources. 2.4 Construction shall occur during daylight hours (7:00 AM to 7:00 PM or sunset, whichever is sooner) to avoid impacts to nocturnal and crepuscular (dawn and dusk activity period) species. No construction night lighting shall be permitted within 100 yards of the top of the creek banks. 2.5 Construction equipment shall be inspected at the beginning of each work day to ensure that no wildlife species is residing within any construction equipment (e.g., species have not climbed into wheel wells, engine compartments, or under tracks since the equipment was last parked). Any sensitive wildlife species found during inspections shall be gently encouraged to leave the Project site by a qualified biologist or otherwise trained and City-approved personnel. 2.6 Pallets or secondary containment areas for chemicals, drums, or bagged materials shall be provided. Should material spills occur, materials and/or contaminants shall be cleaned from the Project site and recycled or disposed of to the satisfaction of the Regional Water Quality Control Board (RWQCB). 2.7 All trash and construction debris shall be picked up and properly disposed at the end of each day and waste dumpsters shall be covered with plastic sheeting at the end of each workday and during storm events. All sheeting shall be carefully secured to withstand weather conditions. 2.8 The Applicant shall implement erosion control measures designed to minimize erosion and retain sediment on the Project site. Such measures shall include installation of silt fencing, straw waddles, or other acceptable erosion control devices along the perimeter of Tank Farm Creek and at the perimeter of all cut or fill slopes. All drainage shall be directed to sediment basins designed to retain all sediment onsite. 2.9 Concrete truck and tool washout should occur in a designated location such that no runoff will reach the creek. 2.10 All open trenches shall be constructed with appropriate exit ramps to allow species that incidentally fall into a trench to escape. All open trenches shall be inspected at the beginning of each work day to ensure that no wildlife species is present. Any sensitive wildlife species found during inspections shall be gently encouraged to leave the Project site by a qualified biologist or otherwise trained and City-approved personnel. Trenches will remain open for the shortest period necessary to complete required work. ·Existing facilities and disturbed areas shall be used to the maximum extent possible to minimize the amount of disturbance of undeveloped areas and all construction access roads and staging areas shall be located to avoid high quality habitat and minimize habitat fragmentation. 3.MM# BIO-1b The Applicant shall retain a qualified Environmental Monitor, subject to review and approval by the City and in consultation with CDFW, RWQCB, and USFWS to oversee compliance of the construction activities with the Biological Monitoring Plan and applicable laws, regulations, and policies. The Environmental Monitor shall monitor all construction activities, conduct a biological resources education program for all construction workers prior to the initiation of any clearing or construction activities, and provide quarterly reports to the City regarding construction activities, enforcement issues and remedial measures. The Environmental Monitor shall be responsible for conducting inspections of the work area each work day to ensure that excavation areas, restored habitats, and open water habitats in the area do not have oil sheen, liquid oil, or any other potential exposure risk to wildlife. If any exposure risk is identified, the Environmental Monitor shall implement measures that could include, but are not limited to, hazing, fencing, and wildlife removals to eliminate the exposure risk. •In addition, a CDFW-approved biologist shall be present during all construction occurring within 50 feet of Tank Farm Creek, riparian habitat, drainages, and seasonal or permanent wetlands. The biologist shall also conduct sensitive species surveys immediately prior to construction activities (within the appropriate season) and shall monitor construction activities in the vicinity of habitats to be avoided (see also, MM BIO-3 and all subparts below). •The work area boundaries and other off-limit areas shall be identified by the biologist and/or Environmental Monitor on a daily basis. The biologist and/or Environmental Monitor shall inspect construction and sediment control fencing each work day during construction activities to ensure that sensitive species are not exposed to hazards. Any vegetation clearing activities shall be monitored by the biologist and/or Environmental Monitor. 4.MM# BIO-2e To minimize impacts to riparian habitat, the Project shall stockpile sufficient emergent vegetation (e.g., cattails) for later planting in the realigned reach of Tank Farm Creek. Stockpiled vegetation shall be placed in earthen basins with the roots covered with moist soil and maintained in a moist condition during construction operations. 5.MM# BIO-2i To reduce erosion and runoff from all exposed soils, all bare disturbed soils shall be hydroseeded at the completion of grading for each construction phase. The seed mix shall contain a minimum of three locally native grass species and may contain one or two sterile non-native grasses not to exceed 25 percent of the total seed mix by count. Seeding shall be completed no later than November 15 of the year in which Project activities occurred. All exposed areas where seeding is considered unsuccessful after 90 days shall receive a second application or seeding, straw, or mulch as soon as is practical to reduce erosion. 6.MM# BIO-3a The City-approved qualified biologist shall conduct training to all construction personnel to familiarize construction crews with sensitive species that have the potential to occur within the Project site. This may include but is not limited to: California red-legged frog, western pond turtle, Steelhead trout, bats, migratory birds, and Congdon's tarplant. The educational program shall include a description what constitutes take, penalties for take, and the guidelines that would be followed by all construction personnel to avoid take of species during construction activities. Descriptions of the California red-legged frog and its habits, Congdon's tarplant, nesting and migratory birds that may be encountered, and all other sensitive species that have a potential to occur within the vicinity of Project construction shall be provided. The construction crew foreman shall be responsible for ensuring that crew members comply with the guidelines and that all new personnel receive the training before partaking in construction activities. 7.MM# BIO-3c Within 48 hours prior to construction activities within 50 feet of Tank Farm Creek, drainages, and seasonal wetlands, the Project site shall be surveyed for California red-legged frogs by a qualified biologist. If any California red-legged frogs are found, work within 25 linear feet in any direction of the frog shall not start until the frog has been moved from the area. The USFWS shall be consulted for appropriate action; the Applicant shall obtain a Biological Opinion from the USFWS and any additional authorization required by other regulatory agencies prior to the commencement of work. The USFWS-qualified biologist, Environmental Monitor, or USFWS personnel may determine that frog-exclusion fencing is necessary to prevent overland movement of frogs if concerns arise that frogs could enter construction areas. Frog-exclusion fencing should contain no gaps and must extend at least 18 inches above ground; fences may be opened during periods of no construction (e.g., weekends) to prevent entrapment. 8.MM# BIO-3d Within 48 hours prior to construction activities within 50 feet of Tank Farm Creek, drainages, seasonal wetlands, and riparian habitat, the Project site shall be surveyed for western pond turtles by a qualified biologist. If any western pond turtles are found, work shall cease until the turtle is relocated to the nearest suitable habitat. The qualified biologist shall monitor all ground breaking work conducted within 50 feet of western pond turtle habitat. The City-approved biologist Environmental Monitor may determine that silt fencing shall be installed adjacent to western pond turtle habitat if concerns arise that the western pond turtle overland movement could allow them to access construction areas. 9.MM# BIO-4 The required Biological Mitigation Plan shall address bat colonies for the Buckley Road Extension site. Bat surveys shall be conducted in buildings proposed for demolition. If surveys determine bats are present, bat exclusion devices shall be installed between August and November, and building demolition would occur between November and March. If demolition of structures must occur during the bat breeding season, buildings must be inspected and deemed clear of bat colonies /roosts within seven days of demolition and an appropriately trained and approved biologist must conduct a daily site-clearance during demolition. If bats are roosting in a structure in the Project site during the daytime but are not part of an active maternity colony, then exclusion measures must include one-way valves that allow bats to get-out but are designed so that bats may not re-enter the structure. 10.MM# BIO-4a All exterior building lights facing Tank Farm Creek shall be hooded to prevent light spillover into the creek; all residential street lights over 10 feet in height shall be setback a minimum of 100 feet from the top of the creek bank and hooded and/or directed away from the creek. Any night lighting adjacent to the creek (e.g., walkway lights) shall be of low voltage and hooded downward. Artificial light levels within 20 feet of the top of the creek bank shall not exceed 1-foot candle or the lowest level of illumination found to be feasible by the City. 11.MM# BIO-6 All work within 100 feet of Tank Farm Creek, including work within the creek setback, shall occur outside the rainy season (April 15 to October 15, unless approved otherwise by the RWQCB), during periods when the creek channel is dry and water flows are absent. 12.MM# CR-2a Data recovery through controlled grading of CA-SLO-2798/H shall occur prior to the start of construction to seek buried features and additional diagnostic artifacts. The Applicant shall retain a Registered Professional Archaeologist familiar with the types of historic and prehistoric resources that could be encountered within the Project site and a Native American monitor to supervise the controlled grading, which shall occur in 10-centimeter lifts to culturally sterile sediments or maximum construction depth (whichever is reached first). •Any formed tools exposed during grading shall be collected. If archaeological features are exposed (including but not limited to hearths, storage pits, midden deposits, or structural remains), the archaeologist shall temporarily redirect grading to another area so the features can be exposed, recorded, and sampled according to standard archaeological procedures. Organic remains shall be dated using the radiocarbon method and the geochemical source and hydration rim thickness of any obsidian shall be determined. Technical analyses of plant remains, bone and shell dietary debris, and other important materials shall also be performed. •Artifacts, features, and other materials recovered through this process shall be described, illustrated, and analyzed fully in a technical report of findings; the analysis shall include comparative research with other sites of similar age. In addition to the technical report, the findings from this research shall be published in an appropriate scientific journal. The Applicant shall fund all technical reporting and subsequent publication. 13.MM# CR-3b Prior to construction, workers shall receive education regarding the recognition of possible buried cultural remains and protection of all cultural resources, including prehistoric and historic resources, during construction. Such training shall provide construction personnel with direction regarding the procedures to be followed in the unlikely event that previously unidentified archaeological materials, including Native American burials, are discovered during construction. Training would also inform construction personnel that exclusion zones must be avoided and that unauthorized collection or disturbance of artifacts or other cultural materials is not allowed. The training shall be prepared by the Project archaeologist and shall provide a description of the cultural resources that may be encountered in the Project site, outline steps to follow in the event that a discovery is made, and provide contact information for the Project archaeologist, Native American monitor, and appropriate City personnel. The training shall be conducted concurrent with other environmental or safety awareness and education programs for the Project, provided that the program elements pertaining to archaeological resources is provided by a qualified instructor meeting applicable professional qualifications standards. 14.MM# GEO-1 Design and construction of the buildings, roadway infrastructure and all subgrades shall be engineered to withstand the expected ground acceleration that may occur at this site. The design shall take into consideration the soil type, potential for liquefaction, and the most current and applicable seismic attenuation methods that are available. All on-site structures shall comply with applicable provisions of the 2010 California Building Code (CBC), local codes that augment the 2010 CBC, and applicable California Department of Transportation seismic design standards. 15.MM# HAZ-1 Prior to earthwork and demolition activities, a site-specific Health and Safety Plan shall be developed per California Occupational Safety and Health Administration (Cal/OSHA) requirements. The Health and Safety Plan shall include appropriate best management practices (BMPs) related to the treatment, handling, and disposal of NOA and ACMs. A NOA Construction and Grading Project Form shall be submitted to the APCD prior to grading activities. All construction employees that have the potential to come into contact with contaminated building materials and soil/bedrock shall be briefed on the safety plan, including required proper training and use of personal protective equipment. During earthwork and demolition activities, procedures shall be followed to eliminate or minimize construction worker or general public exposure to heavy hydrocarbons and other potential contaminants in soil and groundwater, and potential ACMs within potential demolished materials. Procedures shall include efforts to control fugitive dust, contain and cover excavation debris piles, appropriate laboratory analysis of soil for waste characterization, segregation of contaminated soil from uncontaminated soil, and demolished materials. The applicable regulations associated with excavation, removal, transportation, and disposal of contaminated soil shall be followed (e.g., tarping of trucks and waste manifesting). 16.MM# NO-1a Except for emergency repair of public service utilities, or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or any time on Sundays, holidays, or after sunset, such that the sound creates a noise disturbance that exceeds 75 dBA for single-family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses, as shown in Table 3.9-8 and Table 3.9-9 of the FEIR, across a residential or commercial property line. 17.MM# NO-1b For all construction activity at the Project site, noise attenuation techniques shall be employed to ensure that noise levels are maintained within levels allowed by the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: •Sound blankets on noise-generating equipment •Stationary construction equipment that generates noise levels above 65 dBA at the Project boundaries shall be shielded with a barrier that meets a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. •All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers. •The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday. No movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day). •Temporary sound barriers shall be constructed between construction sites and affected uses. 18.MM# NO-1c The contractor shall inform residents and business operators at properties within 300 feet of the Project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Noise-related complaints shall be directed to the City's Community Development Department. 19.MM# TRANS-1 The Applicant shall prepare a Construction Transportation Management Plan for all phases of the proposed Project for review and approval by the City prior to issuance of grading or building permits to address and manage traffic during construction. The Plan shall be designed to: 20.MM# TRANS-2a The Applicant shall create and submit a Transportation Improvement Phasing Plan to the City for review and approval, and shall ensure that construction of the Project follows the sequential phasing order utilized in the TIS for such improvements. The Plan shall address the timing and general design of all on and offsite transportation improvements. 21.MM# TRANS-3a Project roadway and driveway design shall be reviewed and approved by the City to ensure compliance with City engineering standards and not conflict with intersection functional areas (e.g., aligning driveways on opposite sides of the roadway, position driveways as far upstream from intersections as possible). 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA >>>> 6' DOOLITTLE DRIVE YE A G E R C O U R T EA R H A R T W A Y CO L E M A N L A N E HUGHES LANE LA N G L E Y S T R E E T VENTURE DRIVE PI P E R L A N E MEMPHIS BELLE WAY FOXTROT COURT KITTY HAWK COURT JE S P E R S E N R O A D WRIGHT BROS WAY Al l e y 0 1 Al l e y 0 2 Al l e y 0 9 Al l e y 1 0 Al l e y 1 4 Al l e y 1 5 Al l e y 1 1 Al l e y 1 2 Al l e y 1 6 Al l e y 1 7 Al l e y 1 8 Al l e y 2 3 Al l e y 2 2 Al l e y 2 1 Al l e y 2 0 Al l e y 1 9 Al l e y 0 6 Al l e y 0 7 Al l e y 0 8 Al l e y 0 5 Al l e y 0 4 Al l e y 0 3 Al l e y 1 3 CESSNA COURT Al l e y 2 4 BUCKLEY ROAD HUGHES LANE DOOLITTLE DRIVE CO L E M A N L A N E EA R H A R T W A Y YE A G E R C O U R T WRIGHT BROS WAY VENTURE DRIVE JE S P E R S E N R A O D VA C H E L L L A N E EA R T H W O O D L A N E SK Y K I N G D R I V E AL P H A L A N E TANGO WAY BRAVO STREET KITTY HAWK COURT MEMPHIS BELLE WAY FOXTROT COURT PI P E R L A N E CESSNA CT LA N G L E Y S T R E E T 303 332 6371 318 3 0 1 305 300 319 1 132 143 184 1 8 3 93 FOUND MONUMENT COORDINATE TABLE PT. NO. 93 132 143 183 184 NORTHING 2284654.36 2282706.64 2282676.86 2284684.58 2284683.18 EASTING 5766732.50 5765352.98 5766690.84 5765408.82 5765463.55 ELEV. 116.2 114.2 123.4 115.7 115.4 DESC. FD 1.25" IRON PIPE WITH TAG INSCRIBED "LS 2877" FOUND 2.5" BRASS DISK INSCRIBED "SLO CO CR. 10 R-78" IN CONCRETE FOUND #5 REBAR WITH CAP INSCRIBED "RCE 12545" FOUND #5 REBAR WITH CAP INSCRIBED "RCE 12545" FOUND 3.5" BRASS DISK INSCRIBED "U.O. NO. 11 RHJ LS 2019" IN CONCRETE SURVEY CONTROL POINTS PT. NO. 1 300 301 303 305 318 319 332 6371 NORTHING 2284033.63 2284121.02 2284675.00 2284714.63 2284029.98 2283683.08 2283529.75 2284193.90 2282745.94 EASTING 5763338.24 5765299.07 5765415.26 5764014.39 5764046.11 5764310.91 5764797.96 5764351.01 5762714.33 ELEV. 123.04 112.84 116.23 116.28 114.66 112.38 110.15 115.37 100.76 DESC. SET X SET #5 REBAR WITH WG CONTROL CAP SET #5 REBAR WITH WG CONTROL CAP SET #5 REBAR WITH WG CONTROL CAP SET X IN TOP OF CURB SET X IN SIDEWALK SET 1" IRON PIPE WITH WG CONTROL CAP SET X IN SIDEWALK SET 2.5" BRASS CAP WITH PUNCH & INSCRIBED "LS 8298" IN MONUMENT WELL Pr o j e c t C o n t r o l S h e e t 5 FILE NAME: 1493-0007-PCNT.DWG 227 1 1 1 46 46 41 41 58 166 166 1 N VICINITY MAP NOT TO SCALE PROJECT MAP 1" = 200' 101 227 101 TO PISMO BEACH U.S . 1 0 1 TANK FARM RD S T A T E H W Y . 2 2 7 TO ATASCADERO TO ARROYO GRANDE U.S . 1 0 1 VA C H E L L L A N E HIG U E R A SO U T H BUCKLEY RD PRADO RD L O S O S O S V A L L E Y R D SUBURBAN RD SITE LOCAL MAP NOT TO SCALE TO MORRO BAY SLO COUNTY AIRPORT SITE SURVEY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT (BUSINESS AND PROFESSIONS CODE 8771) 2.HORIZONTAL POSITIONS AS BASED ON THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK 2007 POINT 8091 AND POINT 8109. POINT 8091, HAVING A PUBLISHED POSITION OF: NORTHING 2288695.139', EASTING 5773576.358'; AND POINT 8109, HAVING A PUBLISHED POSITION OF: NORTHING 2286220.263', EASTING 5762972.262'. POINT 8091 BEARS NORTH 76° 51' 47" EAST 10889.07' FROM POINT 8109. APPROXIMATE LOCATIONS ARE SHOWN ON 'LOCAL MAP' THIS SHEET. 3.THE ORTHOMETRIC HEIGHTS (ELEVATIONS) WERE BASED ON THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM 2007 AND REFERENCED BY BM #98, HAVING A PUBLISHED ELEVATION OF 200.17'. CITY OF SAN LUIS OBISPO BM #45 WAS MEASURED AS PART OF THIS SURVEY AND HAS A MEASURED ELEVATION OF 123.32' (RECORD FROM 2007 BENCHMARK REPORT 123.38'). APPROXIMATE LOCATIONS ARE SHOWN ON 'LOCAL MAP' THIS SHEET. 4.ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON ARE BASED ON GRID DISTANCES OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 ZONE 5 PROJECTION BASED ON THE CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK 2007. THE COMBINED SCALE FACTOR FOR THE PROJECT IS 0.9999579. THIS SCALE FACTOR WAS CALCULATED USING AN ELEVATION OF 123.04' FOR PT. NO. 1. DIVIDE THE DISTANCES HEREON BY THE COMBINED SCALE FACTOR TO OBTAIN GROUND DISTANCES. ALL DISTANCES SHOWN ARE U.S. SURVEY FEET. 5.THE CONVERGENCE ANGLE IS: -1° 31' 26.669444" AT PT. NO. 1. JE S P E R S E N R O A D 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS CITY OF S.L.O. HORIZONTOL CONTROL PT#8109 No. 8298 S T A TE OF C A L I F O R NIA CLAY T O N L . BRA D S H A W LICE N S E D L A ND SUR V E Y O R CITY OF S.L.O. BENCHMARK #45 CITY OF S.L.O. HORIZONTOL CONTROL PT#8091 CITY OF S.L.O. BENCHMARK #98 >>>> BU M P BUMP BUM P BUMP STO P STO P YIELD YIELD YIE L D STOP BU M P BU M P BUMP BUMP BU M P BU M P BU M P BU M P BUMP BUMP STO P BU M P BU M P STOP YIELD YIE L D 6' >>>> BUMP BUM P BUMP STO P YIELD YIELD YIE L D STOP BUMP BUMP BU M P STOP YIELD YIE L D >>>> BUMP BUM P BUMP STO P YIELD YIELD YIE L D STOP BUMP BUMP BU M P STOP YIELD YIE L D SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SDSD BUCKLEY ROAD VA C H E L L L A N E VENTURE DRIVE EARTHWOOD LANE BUCKLEY ROAD VENTURE DRIVE EA R T H W O O D L A N E ST R E E T S U R F A C E S H E E T S ST R E E T U N D E R G R O U N D S H E E T S BUCKLEY ROAD VENTURE DRIVE EA R T H W O O D L A N E JE S P E R S E N R O A D OF F - S T R E E T U N D E R G R O U N D S H E E T S 7 - J e s p e r s e n R o a d 9 - J e s p e r s e n R o a d 12 - Hughes Lane11 - Hughes Lane 14 - Doolittle Drive 15 - Doolittle Drive 13 - C o l e m a n L a n e 21 - P r i v a t e A l l e y Dr i v e w a y P l a n a n d Pr o f i l e 16 - E a r h a r t W a y 18 - Wright Brothers Way 10 - Venture Drive 17 - E a r h a r t W a y Sh e e t L o c a t i o n I n d e x 6 FILE NAME: 1493-0007-INDX.DWG N 00 200 400 (IN FEET) 100 GRAPHIC SCALE 1 IN = 200 FT 19 - Wright Brothers Way 20 - Y e a g e r C o u r t 31 - J e s p e r s e n R o a d 33 - J e s p e r s e n R o a d 36 - Hughes Lane35 - Hughes Lane 38 - Doolittle Drive 39 - Doolittle Drive 37 - C o l e m a n L a n e 45 - P r i v a t e A l l e y 40 - E a r h a r t W a y 42 - Wright Brothers Way 34 - Venture Drive 41 - E a r h a r t W a y 43 - Wright Brothers Way 44 - Y e a g e r C o u r t an d H u g h e s L a n e Pr i v a t e A l l e y 46 - S t o r m D r a i n 0 3 48 - W a t e r M a i n L o o p 0 1 47 - Sewer Main 01 LIMITS OF WORK FOR PHASE 5 LIMITS OF WORK FOR PHASE 5 LIMITS OF WORK FOR PHASE 5 LIMITS OF WORK FOR PHASE 5 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 8 - J e s p e r s e n R o a d 32 - J e s p e r s e n R o a d RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 1 1 Re v . 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM SW = 1 1 6 . 3 3 F L = 1 1 5 . 8 3 354 426 PT: 30+9 5 . 2 9 ' N 1°36 ' 3 9 " E Δ =3 1 °2 6 '4 1" R =3 2 5 .0 0 ',L =17 8 .3 7 ' N 33°03' 2 1 " E N 33°03' 2 1 " E Δ =3 1°4 3 '3 5 " R =3 0 0 .0 0 ',L =1 6 6 .1 2 ' Δ = 3 1° 4 3 ' 3 4 " R =15 0 . 0 0 ' , L = 8 3 . 0 6 S 5 6 ° 5 6 ' 3 9 " E > > P C : 2 + 0 0 . 4 4 ' PT : 3 + 7 8 . 8 1 ' PC : 6 + 8 6 . 6 0 ' 31+ 126+ 127+ 1 + 2 + 3 + 4+ 5+ 6+ 7+ 8 + 1 2 0 11 9 121 1 1 7 1 1 8 1 1 9 121 12 0 12 0 1 1 8 11 8 11 9 116 120 1 2 0 118 119 11 3 1 1 4 11 6 1 1 6 FS = 1 1 4 . 7 3 FS = 1 1 4 . 5 5 FS = 1 1 4 . 2 2 FS = 1 1 4 . 5 5 FS = 1 1 4 . 2 1 FS = 1 1 4 . 7 3 STA: 1+05.53 OFF: 0.03' R= STA: 126+40.21 OFF: 0.00 BUCK CENTERLINE INTERSECTION STA: 4+76.36 OFF: 0.00' = STA: 31+76.54 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION S T A : 2 + 3 1 . 5 3 O F F : 1 8 . 0 0 ' L A N G L E P O I N T T C = 1 1 5 . 3 8 F L = 1 1 4 . 8 8 S T A : 2 + 3 0 . 0 8 O F F : 1 8 . 0 0 ' R A N G L E P O I N T T C = 1 1 5 . 3 0 F L = 1 1 4 . 8 0 ST A : 4 + 3 9 . 3 6 O F F : 1 8 . 0 0 ' L BC R T C = 1 1 7 . 3 2 F L = 1 1 6 . 8 2 ST A : 5 + 1 3 . 3 6 O F F : 1 8 . 0 0 ' L EC R T C = 1 1 8 . 0 6 F L = 1 1 7 . 5 6 S T A : 7 + 6 8 . 3 3 O F F : 2 0 . 5 0 ' L S T R E E T L I G H T S T A : 1 + 5 3 . 9 1 O F F : 5 3 . 0 3 ' L S T R E E T L I G H T ST A : 4 + 7 6 . 2 7 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T S T A : 2 + 0 7 . 9 2 O F F : 2 2 . 8 0 ' R B E G I N C U R B A N D G U T T E R T C = 1 1 5 . 0 5 F L = 1 1 4 . 5 5 S T A : 1 + 7 7 . 1 4 O F F : 3 0 . 3 9 ' L B E G I N E . P . ( M A T C H E X S T ) F S = 1 1 4 . 0 9 S T A : 1 + 7 7 . 1 4 O F F : 3 0 . 4 0 ' R B E G I N E . P . ( M A T C H E X S T ) F S = 1 1 4 . 0 9 S T A : 2 + 0 6 . 9 3 O F F : 2 2 . 9 1 ' L B E G I N C U R B A N D G U T T E R T C = 1 1 5 . 0 3 F L = 1 1 4 . 5 3 X X X X X X X X X X X X X X X X X X S T A : 2 + 8 5 . 3 2 C L 2 0 ' D W Y S T A : 2 + 8 5 . 3 2 C L 2 0 ' D W Y ST A : 4 + 9 5 . 7 1 TE E I N T E R S E C T I O N A C C E S S R A M P S T A : 2 + 9 9 . 3 6 O F F : 1 8 . 0 0 ' L S I D E W A L K U N D E R D R A I N T C = 1 1 6 . 0 5 F L = 1 1 5 . 5 5 FL = 1 1 7 . 0 8 FL = 1 1 7 . 1 9 FL = 1 1 7 . 3 1 C2 C 4 L181 C251 L183 L186 C252 L184 ST A : 6 + 5 6 . 0 5 O F F : 0 . 0 0 ' IN S T A L L S P E E D T A B L E 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 1.00% 1.05% 0.92%ST A : 1 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 5 . 2 0 ST A : 1 2 6 + 4 0 . 1 6 B U C K ST A : 4 + 7 6 . 3 6 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 6 4 ST A : 3 1 + 7 6 . 5 4 H u g h e s L n ST A : 2 + 9 8 . 7 8 GB E L E V : 1 1 6 . 0 0 ST A : 1 + 7 7 . 1 4 EL E V : 1 1 4 . 7 4 B E G I N R O A D C O N S T R U C T I O N 77.14' BUCKLEY ROAD (PER SEPARATE PLANS) EL: 1 1 5 . 2 2 EL : 1 1 5 . 1 0 EL : 1 1 5 . 0 4 0.90% Curve Table Curve # C2 C4 C251 C252 Length 39.27 39.27 8.47 7.22 Radius 25.00 25.00 19.06 21.42 Delta 90°00'00" 90°00'00" 25°28'48" 19°19'22" 60.00' 36.00'7.00'5.00' 18.00' 7.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'6.00'10.00'6.00' 2.00'2.00' 60.00' 36.00'12.00' 18.00' 12.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Line Table Line # L181 L183 L184 L186 Length 10.18 7.11 10.57 7.00 Direction N34°11'32"E N9°19'22"E N10°36'56"W N9°24'05"E Je s p e r s e n R o a d 7 FILE NAME: 1493-0007-UT01-PIP1.DWG N JESPER S E N R O A D M A T C H L I N E S T A 8 + 0 0 S E E S H E E T 8 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE B U C K L E Y R O A D ( B y S e p a r a t e D o c u m e n t ) HU G H E S L A N E SE E S H E E T 12 JESPERSEN ROAD: Sta. 2+41 to 8+00 JESPERSEN ROAD: Sta. 2+31 to 2+41 BI K E LA N E TR A V E L LA N E BI K E LA N E TR A V E L LA N E REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 104 SPEED TABLE PER CITY STD. DET. 7325. KEEP TABLE OUTSIDE OF THE ADJACENT BIKE LANES. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (2% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) CONSTRUCT DOUBLE PIPE GATE WITH YELLOW EPOXY COATING AND LOCK. 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE A), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 113 12' WIDE SIDEWALK, MONOLITHIC, (CONSTRUCT 11.5' FROM BACK OF CURB) OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 5' WIDE, PCC SIDEWALK (CONSTRUCT 4.5' FROM BACK OF CURB), OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 115 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 SPANDREL AND CROSS GUTTER PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 SIDEWALK UNDERDRAIN WITH PIPES, SLO ENG. STD. 3415 182 181 132 114 114 121 121 113 113121 1 0 3 10 3 R/ W R/ W R/ W R/ W 1 0 3 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 9.5 113 121 132 114 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 9.5 114 115 131 BI K E LA N E TR A V E L LA N E 131 TR A V E L LA N E 121121 102 10 2 115 BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 3 0 1 1 1 1 1 1 1 SEE SHE E T 29 FOR DET A I L 122 ACCESS RAMP PER DET. F, SHEET 73. (TYP.) RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 104 437436 426 35" 166.12' N 1°19'46" E N 6°47'40" W PT : 8 + 5 2 . 7 2 ' PI : 1 2 + 4 4 . 3 7 ' 55+ 56+ 57+ 8+ 9+ 10 + 11 + 12 + 1 3 + 1 4 + 1 5 + 121 122 120 118119 121 12 1 121 1 1 8 1 1 9 1 1 7 1 1 8 S T A : 1 5 + 4 2 . 5 3 O F F : 1 8 . 0 0 ' L STA: 12+44.37 OFF: 0.00' = STA: 55+82.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION ST A : 1 0 + 1 9 . 6 6 O F F : 1 8 . 0 0 ' L BE G I N R O U N D A B O U T TC = 1 2 1 . 2 2 F L = 1 2 0 . 7 2 ST A : 1 0 + 4 0 . 6 5 O F F : 1 8 . 0 0 ' R BE G I N R O U N D A B O U T TC = 1 2 1 . 1 2 F L = 1 2 0 . 6 2 S T A : 1 4 + 4 8 . 0 8 O F F : 1 8 . 0 0 ' L E N D R O U N D A B O U T T C = 1 1 6 . 9 6 F L = 1 1 6 . 4 6 S T A : 1 4 + 6 9 . 0 7 O F F : 1 8 . 0 0 ' R E N D R O U N D A B O U T T C = 1 1 6 . 7 5 F L = 1 1 6 . 2 5 S T R E E T L I G H T ST A : 1 0 + 1 7 . 6 6 O F F : 2 0 . 5 0 ' L ST R E E T L I G H T S T A : 1 4 + 9 6 . 9 2 O F F : 2 0 . 2 5 ' L S T R E E T L I G H T ST A : 9 + 1 9 . 6 9 O F F : 2 6 . 5 1 ' L EC T C = 1 2 2 . 0 7 F L = 1 2 1 . 5 7 ST A : 8 + 8 9 . 6 9 O F F : 1 8 . 0 0 ' L BE G I N B U S T U R N O U T TC = 1 2 1 . 8 0 F L = 1 2 1 . 3 0 ST A : 9 + 7 9 . 6 9 O F F : 2 6 . 5 1 ' L BC T C = 1 2 1 . 7 5 F L = 1 2 1 . 2 5 ST A : 1 0 + 1 5 . 5 4 O F F : 1 8 . 0 0 ' L EN D B U S T U R N O U T TC = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 ST A : 8 + 0 2 . 9 4 CL 2 0 ' D W Y C247 C248 C249 C250 L7 L18 8 ST A : 8 + 6 9 . 6 1 CL 2 0 ' D W Y ST A : 9 + 1 9 . 6 9 O F F : 2 6 . 5 0 ' L EC T C = 1 2 2 . 0 7 F L = 1 2 1 . 5 7 ST A : 8 + 8 9 . 6 9 O F F : 1 8 . 0 0 ' L BE G I N B U S T U R N O U T TC = 1 2 1 . 8 0 F L = 1 2 1 . 3 0 ST A : 9 + 7 9 . 6 9 O F F : 2 6 . 5 0 ' L BC T C = 1 2 1 . 7 5 F L = 1 2 1 . 2 5 ST A : 1 0 + 1 5 . 5 4 O F F : 1 8 . 0 0 ' L EN D B U S T U R N O U T TC = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 120 125 120 125 0.79%0.85%-1.33%-0.96% 0.00%-0.56%-0.97% 13.07' C-250 12.72' C-247 15.00' TC : 1 2 2 . 0 7 TC : 1 2 1 . 9 0 15.01' 7.98' C-249 8.01' C-248 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 -1.21% 100.00' VC BV C : 8 + 7 4 . 6 2 EV C : 9 + 7 4 . 6 2 EL E V : 1 2 1 . 6 2 EL E V : 1 2 1 . 6 2 PVI ELEV = 122.12 PVI STA = 9+24.62 HIGH POINT ELEV = 121.87 HIGH POINT STA = 9+24.62 50.0 50.00' VC BV C : 1 1 + 3 1 . 7 4 EV C : 1 1 + 8 1 . 7 4 EL E V : 1 2 0 . 6 1 EL E V : 1 2 0 . 6 1 PVI ELEV = 120.49 PVI ELEV = 11+56.74 LOW POINT ELEV = 120.55 LOW POINT STA = 11+56.74 50.0 100.00' VC BV C : 1 4 + 2 0 . 0 0 EV C : 1 5 + 2 0 . 0 0 EL E V : 1 1 8 . 1 0 EL E V : 1 1 7 . 6 7 PVI ELEV = 117.49 PVI ELEV = 14+70.00 LOW POINT ELEV = 117.63 LOW POINT STA = 14+97.46 63.8 ST A : 1 2 + 4 4 . 3 7 = CE N T E R L I N E I N T X EL E V : 1 2 3 . 0 4 ST A : 5 5 + 8 2 . 6 1 W r i g h t B r o s W y -1.00%-0.50%0.50%1.00% ST A : 1 0 + 1 9 . 6 6 EL E V : 1 2 1 . 1 7 GR A D E B R E A K ST A : 1 2 + 1 1 . 1 1 EL E V : 1 2 1 . 0 8 TC G R A D E B R E A K ST A : 1 2 + 7 7 . 6 1 EL E V : 1 2 0 . 1 4 TC G R A D E B R E A K ST A : 1 2 + 2 1 . 5 4 EL E V : 1 2 1 . 2 3 GB B A C K O F A P R I N ST A : 1 2 + 6 7 . 1 8 EL E V : 1 2 0 . 2 9 GB B A C K O F A P R I N 13:1 8:1 1.50% -1.50% 60.00' 36.00'7.00'5.00' 18.00' 7.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'6.00'10.00'6.00' 2.00'2.00' Curve Table Curve # C247 C248 C249 C250 Length 12.73 8.01 7.98 13.07 Radius 27.00 27.00 27.00 27.00 Delta 27°00'21" 16°59'28" 16°55'37" 27°44'34" Line Table Line # L7 L188 Length 5.76 21.02 Direction N25°40'18"W N18°19'32"E Je s p e r s e n R o a d 8 FILE NAME: 1493-0007-UT01-PIP1.DWG N JESPERSEN ROAD M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 9 MA T C H L I N E ST A 8 + 0 0 SE E S H E E T 7 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WR I G H T B R O T H E R S W A Y SE E S H E E T 19 JESPERSEN ROAD: Sta. 8+00 to 10+20; Sta. 14+69 to 15+00 SEE SHEETS 23 TO 25 FOR ROUNDABOUT REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 104 STANDARD BUS TURNOUT, PER CITY of SLO ENG. STD. 4920 WITH A BUS STOP SHELTER PER SLO ENG. STD 4930. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (2% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) CONSTRUCT DOUBLE PIPE GATE WITH YELLOW EPOXY COATING AND LOCK. 112 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (2% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) 113 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 114 5' WIDE, PCC SIDEWALK (CONSTRUCT 4.5' FROM BACK OF CURB), OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 115 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 181 182 104 114 114 121 10 3 1 0 3 R/ W R/ W 183 184 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 9.5 132 114114 115 131 121121 10 2 115 B 73 BI K E LA N E TR A V E L LA N E TR A V E L LA N E BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 Left Top Curb - BUS TURNOUT 11 1 11 2 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 439 438 PI: 32+55.83' N 6°47'40" W N 1°19'47" E ST A : 3 0 + 5 2 . 1 2 O F F : 1 8 . 0 0 ' R P I : 1 7 + 6 7 . 2 3 ' 32+ 33+ 34+ 1 5 + 1 6 + 1 7 + 18 + 19 + 20 + 21 + 115 114 1 1 8 118 120 11 8 11 9 121 1 1 9 115114 116 118 11 7 11 8 11 8 119 11 9 1 1 7 11 6 11 7 11 8 11 9 118 118 11 8 1 1 8 118 113 ST A : 3 0 + 5 2 . 0 0 O F F : 1 8 . 0 0 ' R STA: 17+67.23 OFF: 0.00' R= STA: 32+55.83 OFF: 0.00 Venture Dr CENTERLINE INTERSECTION ST A : 1 9 + 7 0 . 9 5 O F F : 1 8 . 0 0 ' L EN D R O U N D A B O U T TC = 1 1 7 . 5 5 F L = 1 1 7 . 0 5 ST A : 1 9 + 9 1 . 9 4 O F F : 1 8 . 0 0 ' R EN D R O U N D A B O U T TC = 1 1 7 . 7 6 F L = 1 1 7 . 2 6 S T A : 1 5 + 4 2 . 5 3 O F F : 1 8 . 0 0 ' L B E G I N R O U N D A B O U T T C = 1 1 6 . 7 6 F L = 1 1 6 . 2 6 S T A : 1 5 + 6 3 . 5 2 O F F : 1 8 . 0 0 ' R B E G I N R O U N D A B O U T T C = 1 1 6 . 9 6 F L = 1 1 6 . 4 6 ST A : 2 0 + 4 3 . 6 8 O F F : 2 0 . 5 0 ' L ST R E E T L I G H T ST A : 2 1 + 5 2 . 8 1 O F F : 1 8 . 0 0 ' L EN D R O A D I M P R O V E M E N T S TC = 1 1 9 . 3 7 F L = 1 1 8 . 8 7 V V V X X X X X X X X X X X X X X X X ST A : 2 0 + 9 6 . 0 9 O F F : 0 . 0 0 ' IN S T A L L S P E E D T A B L E 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 EV C : 1 5 + 2 0 . 0 0 EL E V : 1 1 7 . 6 7 50.00' VC BV C : 1 8 + 6 7 . 0 0 EV C : 1 9 + 1 7 . 0 0 EL E V : 1 1 8 . 0 3 EL E V : 1 1 8 . 1 1 PVI ELEV = 117.88 PVI ELEV = 18+92.00 LOW POINT ELEV = 117.97 LOW POINT STA = 18+86.70 33.3 ST A : 1 7 + 6 7 . 2 3 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 0 0 ST A : 3 2 + 5 5 . 8 3 V e n t u r e D r -0.59%0.91% 0.69% 100.00' VC PVI ELEV = 117.49 PVI ELEV = 14+70.00 LOW POINT ELEV = 117.60 LOW POINT STA = 15+04.93 ST A : 1 8 + 8 9 . 3 9 EL E V : 1 1 7 . 9 8 GR A D E B R E A K EV C : 1 5 + 2 0 . 0 0 EL E V : 1 1 7 . 6 2 0.25% EV C : 1 5 + 2 0 . 0 0 EL E V : 1 1 7 . 6 2 ST A : 2 1 + 5 2 . 8 1 EL E V : 1 1 9 . 7 9 EN D R O A D I M P R O V E M E N T S ST A : 1 9 + 4 4 . 0 0 EL E V : 1 1 8 . 3 6 GR A D E B R E A K ST A : 1 8 + 0 0 . 4 8 EL E V : 1 1 8 . 7 5 TC G R A D E B R E A K ST A : 1 7 + 3 3 . 9 9 EL E V : 1 1 8 . 7 5 TC G R A D E B R E A K 11:1 ST A : 1 7 + 4 4 . 4 1 EL E V : 1 1 8 . 9 0 GB B A C K O F A P R I N ST A : 1 7 + 9 0 . 0 5 EL E V : 1 1 8 . 9 0 GB B A C K O F A P R I N 11:1 1.43%-1.47% 60.00' 36.00'7.00'5.00' 18.00' 7.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'6.00'10.00'6.00' 2.00'2.00' Je s p e r s e n R o a d 9 FILE NAME: 1493-0007-UT01-PIP1.DWG N JESPERSEN ROAD M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 8 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE JESPERSEN ROAD: Sta. 15+00 to 15+43; Sta. 19+92 to 21+65 SEE SHEETS 26 TO 28 FOR ROUNDABOUT REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 104 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) 105 SPEED TABLE PER CITY STD. DET. 7325. KEEP TABLE OUTSIDE OF THE ADJACENT BIKE LANES. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 112 5' WIDE, PCC SIDEWALK (CONSTRUCT 4.5' FROM BACK OF CURB), OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 113 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 112 112 112 112 121 181 182 10 3 R/ W R/ W Design Speed: 25 mph Design Volumne: ADT Traffic Index: 9.5 132 112112 113 131 121121 113 B 73 BI K E LA N E TR A V E L LA N E TR A V E L LA N E BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 (1) Contech 17.75x2.83 Arch Culvert. Span over Wetland Area. Per separate plans. VE N T U R E D R I V E SE E S H E E T 10 104 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 105 TR A C T B O U N D A R Y 288 289 193 438 PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' S 88°40'13" E S 1 ° 1 9 ' 5 1 " W PI: 17+67.23' 30 + 31 + 32 + 33 + 34 + 35 + 18+ 17+ 18+ 19+ ST A : 3 0 + 5 2 . 0 0 O F F : 1 8 . 0 0 ' R SA W - C U T L O C A T I O N BE G I N C U R B & G U T T E R TC = 1 1 7 . 3 0 F L = 1 1 6 . 8 0 ST A : 3 0 + 8 1 . 5 1 O F F : 1 8 . 0 0 ' L BE G I N C U R B & G U T T E R TC = 1 1 7 . 6 0 F L = 1 1 7 . 1 0 118 1 1 8 1 1 9 1 2 0 1 1 8 1 1 9 110 111 112 113113 1 1 7 121 122 123 120119 121 122 123 1 1 6 1 1 7 11 8 1 1 8 119 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 -0.06% 1.00% 80.00' VC BV C : 3 1 + 3 1 . 5 0 EV C : 3 2 + 1 1 . 5 0 EL E V : 1 1 8 . 0 5 EL E V : 1 1 8 . 4 3 PVI ELEV = 118.45 PVI STA = 31+71.50 HIGH POINT ELEV = 118.43 HIGH POINT STA = 32+06.93 75.4 50.00' VC PR V C : 3 4 + 0 9 . 5 5 EV C : 3 4 + 5 9 . 5 5 EL E V : 1 1 8 . 4 4 EL E V : 1 1 9 . 3 1 PVI ELEV = 119.06 PVI STA = 34+34.55 HIGH POINT ELEV = 119.31 HIGH POINT STA = 34+59.55 33.8 ST A : 3 2 + 5 5 . 8 3 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 0 0 ST A : 1 7 + 6 7 . 2 3 J e s p e r s e n R d 0.50%-1.07% ST A : 3 3 + 5 8 . 5 1 EL E V : 1 1 7 . 6 9 GR A D E B R E A K LO W P O I N T 1.00% 50.00' VCBV C : 3 3 + 5 9 . 5 5 PR V C : 3 4 + 0 9 . 5 5 EL E V : 1 1 7 . 7 0 EL E V : 1 1 8 . 4 4 PVI ELEV = 117.82 PVI ELEV = 33+84.55 LOW POINT ELEV = 117.70 LOW POINT STA = 33+59.55 25.2 ST A : 3 0 + 4 4 . 5 1 EL E V : 1 1 7 . 1 8 GR A D E B R E A K 2.48% ST A : 3 2 + 2 2 . 5 9 EL E V : 1 1 8 . 7 5 TC G R A D E B R E A K ST A : 3 2 + 3 2 . 8 5 EL E V : 1 1 8 . 9 1 GB B A C K O F A P R O N ST A : 3 2 + 7 8 . 4 9 EL E V : 1 1 8 . 9 1 GB B A C K O F A P R O N ST A : 3 2 + 8 9 . 0 8 EL E V : 1 1 8 . 7 5 TC G R A D E B R E A K 11:111:1 1.43%-1.47% 48.00' 36.00'6.00' 18.00' 6.00' 18.00' %-1.50%-1.50 %-2.00 %-2.00 10.00'8.00'10.00'8.00' Ve n t u r e D r i v e 10 FILE NAME: 1493-0007-UT01-PIP1.DWG N VENTURE DRIVE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE J E S P E R S E N R O A D S E E S H E E T 9 SEE SHEETS 26 TO 28 FOR ROUNDABOUT VENTURE DRIVE: Sta. 34+60 to 36+00 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 112 6' WIDE SIDEWALK, MONOLITHIC, (CONSTRUCT 5.5' FROM BACK OF CURB) OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. (TYP) 123 REMOVE TEMPORARY (FROM PHASE 2-3 PIP'S) 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 133 SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALT EMULSION BEFORE PLACEMENT OF NEW A.C. SECTION. REMOVE A MIN. OF 2' FROM EDGE OF PAVEMENT, OR AS DIRECTED BY THE INSPECTOR. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 181 182 R/ W R/ W 132 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 112 121 PA R K I N G SH A R E D TR A V E L / BI K E LA N E 131 PA R K I N G 112121 B 73 SH A R E D TR A V E L / BI K E LA N E ME M P H I S B E L L E W A Y 133 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS (3) Contech Structural Steel Plate Arch Culverts (37'x7'x106'). Per separate plans. 121 (3) Contech Structural Steel Plate Arch Culverts (37'x7'x106') per Mass Grading Plan. Shop drawing per separate submittal. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA S 1 ° 1 9 ' 4 7 " W Δ=16°31' 4 2 " R=75.00', L= 21. 6 4 ' Δ = 1 2 3 ° 0 3 ' 2 4 " R = 4 6 . 0 0 ' , L = 9 8 . 8 0 ' Δ =1 6 °3 1'4 1" R =7 5 .0 0 ',L =2 1.6 4' S 88°40'13" E PT: 3 0 + 4 9 . 4 0 ' PC: 3 0 + 4 9 . 4 0 ' PT: 30+71.03' P T : 2 0 + 4 9 . 4 0 ' P C : 2 0 + 4 9 . 4 0 ' PT : 2 0 + 7 1 . 0 4 ' >>>>>>>>>>>>>>>>>>>>> 332 333 334 335 336 337 338 339 340 341 342 343 344 345 367 366 365 364 363 362 361 360 359 358 357 356 115 12 0 11 6 11 7 11 8 11 9 117 118 119 120 121116 116 117 1 1 4 20 + 21 + 22 + 23 + 24 + 25 + 26 + P T : 2 0 + 4 9 . 4 0 ' P C : 2 0 + 4 9 . 4 0 ' PT : 2 0 + 7 1 . 0 4 ' 30+ 31+ PT: 3 0 + 4 9 . 4 0 ' PC: 3 0 + 4 9 . 4 0 ' PT: 30+71.03' ST A : 2 0 + 7 1 . 7 0 O F F : 1 8 . 0 0 ' L EC T C = 1 1 5 . 2 9 F L = 1 1 4 . 7 9 ST A : 2 0 + 5 3 . 4 8 O F F : 1 5 . 5 3 ' L PR C T C = 1 1 5 . 0 3 F L = 1 1 4 . 5 3 ST A : 2 0 + 5 4 . 3 4 O F F : 1 6 . 5 6 ' R EC T C = 1 1 5 . 1 7 F L = 1 1 4 . 6 7 ST A : 2 0 + 4 4 . 6 4 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 5 . 0 8 F L = 1 1 4 . 5 8 TC = 1 1 4 . 5 8 FL = 1 1 4 . 0 8 TC = 1 1 4 . 5 8 FL = 1 1 4 . 0 8 STA: 20+00.00 OFF: 0.00' = STA: 30+00.00 OFF: 0.00 Coleman Ln KUNCKLE 1/2 DELTA MATCH ST A : 2 5 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 5 + 2 8 . 7 5 CL 1 6 ' D W Y ST A : 2 4 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 4 + 2 2 . 4 3 CL 1 6 ' D W Y ST A : 2 3 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 3 + 2 8 . 7 5 CL 1 6 ' D W Y ST A : 2 2 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 2 + 2 8 . 8 6 CL 1 6 ' D W Y ST A : 2 1 + 9 7 . 3 6 CL 1 6 ' D W Y ST A : 2 1 + 2 8 . 3 5 CL 1 6 ' D W Y ST A : 2 0 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 0 + 4 3 . 5 0 CL 1 6 ' D W Y ST A : 2 5 + 7 8 . 8 6 CL 1 6 ' D W Y ST A : 2 5 + 1 0 . 3 6 CL 1 6 ' D W Y ST A : 2 4 + 8 2 . 9 3 CL 1 6 ' D W Y ST A : 2 3 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 2 3 + 6 3 . 8 6 CL 1 6 ' D W Y ST A : 2 2 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 2 2 + 6 3 . 8 6 CL 1 6 ' D W Y ST A : 2 1 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 2 1 + 6 8 . 4 3 CL 1 6 ' D W Y ST A : 2 0 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 2 0 + 6 8 . 9 3 CL 1 6 ' D W Y ST A : 2 2 + 1 3 . 0 9 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T ST A : 2 4 + 2 9 . 6 1 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T ST A : 2 4 + 4 0 . 4 3 CL 1 0 ' W I D E RA M P A N D PE D E S T R I A N CR O S S I N G ST A : 2 5 + 9 4 . 6 1 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T ST A : 2 0 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 0 + 9 7 . 2 5 CL 1 6 ' D W Y C5 C 6 C7 C8 C 9 C10 Curve Table Curve # C5 C6 C7 C8 C9 C10 Length 22.41 76.48 22.40 10.37 118.40 10.36 Radius 50.00 31.00 50.00 56.00 61.00 56.00 Delta 25°40'40" 141°21'07" 25°40'27" 10°36'25" 111°12'29" 10°36'04" 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' 110 115 120 110 115 120 110 115 120 110 115 120 C-10 10.36' 13.42' TANGENT -0.86% ST A : 2 0 + 5 4 . 3 4 O F F : 1 6 . 5 6 ' R EC T C = 1 1 5 . 1 7 F L = 1 1 4 . 6 7 ST A : 2 0 + 7 1 . 0 4 O F F : 1 8 . 0 0 ' R TC = 1 1 5 . 2 9 F L = 1 1 4 . 7 9 ST A : 2 0 + 4 4 . 6 4 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 5 . 0 8 F L = 1 1 4 . 5 8 ST A : 2 0 + 0 0 . 0 0 O F F : 1 5 . 0 0 ' R KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 5 8 F L = 1 1 4 . 0 8 C-9 C-7 76.56'22.40' C-6 -1.18% ST A : 2 0 + 7 1 . 7 0 O F F : 1 8 . 0 0 ' L EC T C = 1 1 5 . 2 9 F L = 1 1 4 . 7 9 ST A : 2 0 + 5 3 . 4 8 O F F : 1 5 . 5 3 ' L EC T C = 1 1 5 . 0 3 F L = 1 1 4 . 5 3 ST A : 2 0 + 0 0 . 0 0 O F F : 1 5 . 0 0 ' L KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 5 8 F L = 1 1 4 . 0 8 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 1.00% ST A : 2 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 5 3 ST A : 3 0 + 0 0 . 0 0 C o l e m a n L n 118.39' 1.00% 1.00% 1.00% 1.00% Hu g h e s L a n e 11 FILE NAME: 1493-0007-UT01-PIP2.DWG N HUGHES LANE MA T C H L I N E ST A 2 6 + 0 0 SE E S H E E T 12 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE CO L E M A N L A N E SE E S H E E T 13 Left Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta HUGHES LANE: Sta. 20+72 to 26+00 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 113 113 121 181 182 183 183 184 184 11 1 R/ W R/ W 10 3 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 10 2 114 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 11 2 101 PRIVATE ALLEY SEE SHEET 22 49-55 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) ACCESS RAMP PER DET. E, SHEET 73. (TYP.) RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 3 3 ° 0 3 ' 2 1 " E N 3 3 ° 0 3 ' 2 1 " E S 1 ° 1 9 ' 4 7 " W S 88°40'13" E Δ=31°43'34"R=150.00',L=83.06' S 5 6 ° 5 6 ' 3 9 " E PC : 3 0 + 1 2 . 2 3 ' PT : 3 0 + 9 5 . 2 9 ' >>>>>>>> > >>>>> 345 346 347 348 349 350 351 352 353 354 356 355 393 394 413 414 415 416 120 11912112 1 120 11 9 117 118 1 2 1 121 122 121 120 120 118 11 8 11 9 12 0 11 8 11 9 4+ 5+ 6+ 26 + 27 + 28 + 29 + 30 + 31 + PC : 3 0 + 1 2 . 2 3 ' PT : 3 0 + 9 5 . 2 9 ' 40+ 41+ 90+ 91+ ST A : 2 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' L BC R T C = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 ST A : 2 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' L PR C T C = 1 2 1 . 3 8 F L = 1 2 0 . 8 8 ST A : 3 1 + 0 9 . 7 9 O F F : 1 8 . 0 0 ' R BC R T C = 1 1 8 . 0 5 F L = 1 1 7 . 5 5 ST A : 3 1 + 2 1 . 6 6 O F F : 1 5 . 0 5 ' R PR C T C = 1 1 7 . 9 1 F L = 1 1 7 . 4 1 ST A : 2 7 + 7 7 . 4 8 O F F : 1 5 . 0 0 ' L PR C T C = 1 2 1 . 3 8 F L = 1 2 0 . 8 8 ST A : 2 7 + 8 9 . 3 5 O F F : 1 8 . 0 0 ' L EC R T C = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 ST A : 3 1 + 0 9 . 7 9 O F F : 1 8 . 0 0 ' L PR C T C = 1 1 8 . 0 5 F L = 1 1 7 . 5 5 ST A : 3 1 + 2 1 . 6 6 O F F : 1 5 . 0 0 ' L PV C T C = 1 1 7 . 9 9 F L = 1 1 7 . 4 9 STA: 27+28.61 OFF: 0.00' R= STA: 40+00.00 OFF: 0.00 Earhart Wy CENTERLINE INTERSECTION STA: 31+76.54 OFF: 0.00' = STA: 4+76.36 OFF: 0.00 Jespersen Rd CENTERLINE INTERSECTION ST A : 2 9 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 3 0 + 3 2 . 0 0 CL 1 6 ' D W Y ST A : 2 9 + 2 8 . 7 5 CL 1 6 ' D W Y ST A : 2 8 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 8 + 2 8 . 7 5 CL 1 6 ' D W Y ST A : 2 7 + 9 7 . 2 5 CL 1 6 ' D W Y ST A : 2 7 + 2 8 . 8 6 CL 1 6 ' D W Y ST A : 2 6 + 9 7 . 3 6 CL 1 6 ' D W Y ST A : 2 6 + 2 8 . 7 5 CL 1 6 ' D W Y ST A : 2 9 + 8 2 . 6 1 CL 2 0 ' D W Y ST A : 2 6 + 6 0 . 3 6 CL 1 6 ' D W Y ST A : 2 6 + 1 0 . 3 6 CL 1 6 ' D W Y ST A : 2 7 + 4 4 . 2 1 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T ST A : 2 9 + 4 2 . 6 7 O F F : 2 0 . 0 0 ' L ST R E E T L I G H T C23 C24 C 2 5 C26 C 2 7 C2 8 C1 C 2 C 3 C4 FL= 117.08 FL= 117.19 FL= 117.31 115 120 115 120 115 120 115 120 ST A : 3 1 + 7 6 . 5 4 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 6 4 ST A : 4 + 7 6 . 3 6 J e s p e r s e n R d 2.64% 115 120 115 120 115 120 115 120 C-3 12.37'51.64' C-4 1.14% TC : 1 1 7 . 7 6 0.50% TC : 1 1 7 . 9 3 ST A : 3 1 + 0 9 . 7 9 O F F : 1 8 . 0 0 ' R TC = 1 1 8 . 0 5 F L = 1 1 7 . 5 5 ST A : 3 1 + 0 9 . 7 9 O F F : 1 8 . 0 0 ' L BC R T C = 1 1 8 . 0 5 F L = 1 1 7 . 5 5 ST A : 3 1 + 2 1 . 6 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 7 . 9 9 F L = 1 1 7 . 4 9 -0.33% ST A : 3 1 + 5 8 . 5 4 O F F : 3 7 . 0 0 ' L EC R T C = 1 1 8 . 0 6 F L = 1 1 7 . 5 6 TC : 1 1 7 . 9 7 TC : 1 1 8 . 0 1 ST A : 3 1 + 2 1 . 6 6 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 7 . 9 1 F L = 1 1 7 . 4 1 C-1 12.37'51.64' C-2 ST A : 3 1 + 5 8 . 5 4 O F F : 3 7 . 0 0 ' R EC R T C = 1 1 7 . 3 2 F L = 1 1 6 . 8 2 TC : 1 1 7 . 6 1 TC : 1 1 7 . 4 7 ST A : 3 1 + 0 9 . 7 9 EL E V : 1 1 8 . 0 0 GR A D E B R E A K ST A : 3 1 + 5 8 . 6 6 GB E L E V : 1 1 7 . 1 9 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 -1.00% -1.65% 100.00' VC BV C : 2 6 + 7 8 . 6 1 EV C : 2 7 + 7 8 . 6 1 EL E V : 1 2 1 . 3 2 EL E V : 1 2 1 . 3 2 PVI ELEV = 121.82 PVI STA = 27+28.61 HIGH POINT ELEV = 121.57 HIGH POINT STA = 27+28.61 50.0 ST A : 2 7 + 2 8 . 6 1 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 5 7 ST A : 4 0 + 0 0 . 0 0 E a r h a r t W y 1.00% -1.00%1.00% -1.00% -1.00% Curve Table Curve # C1 C2 C3 C4 C23 C24 C25 C26 C27 C28 Length 12.37 51.64 12.37 51.64 12.37 64.02 12.37 12.37 64.02 12.37 Radius 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 Delta 28°21'27" 118°21'27" 28°21'27" 118°21'27" 28°21'27" 146°42'55" 28°21'27" 28°21'27" 146°42'55" 28°21'27" 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Hu g h e s L a n e 12 FILE NAME: 1493-0007-UT01-PIP2.DWG N HUGHES LANE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE MA T C H L I N E ST A 2 6 + 0 0 SE E S H E E T 11 EA R H A R T W A Y SE E S H E E T 16 JE S P E R S E N R O A D SE E S H E E T 7 NW Curb Return TC SW Curb Return TC REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP) 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 SPANDREL AND CROSS GUTTER PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 101 101 111 112 112 113 113 113 121 121 122 181 182 183 184 183 184 HUGHES LANE: Sta. 26+00 to 31+10 11 1 R/ W R/ W 10 3 10 3 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 102 10 2 102 114 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 ACCESS RAMP PER DET. D, SHEET 73. (TYP.) RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA Δ =16°31'44" R = 7 5 .0 0', L=21.64' Δ =123°03'27" R =4 6.00',L=98.8 0'Δ =16 °3 1 '4 4 "R=7 5 .0 0 ',L =2 1 .6 4 ' S 1°19'47" W Δ=16°31'42" R=75.00',L=21.6 4 ' Δ =1 2 3 °0 3 '2 4 " R =4 6 .0 0 ',L =9 8 .8 0 ' Δ = 16 ° 3 1 ' 4 1 " R = 7 5 . 0 0 ' , L = 2 1 . 6 4 ' PT : 3 0 + 4 9 . 4 0 ' PC : 3 0 + 4 9 . 4 0 ' PT : 3 0 + 7 1 . 0 3 ' PC : 3 1 + 6 8 . 1 8 ' P T : 3 1 + 8 9 . 8 2 ' P C : 3 1 + 8 9 . 8 2 ' PT: 20+ 4 9 . 4 0 ' PC: 20+ 4 9 . 4 0 ' PT: 20+71.04' PT: 3 0 + 4 9 . 4 0 ' PC: 3 0 + 4 9 . 4 0 ' PT: 30+71.04' 331 332 333 334 335 336 381 382 383 384 367 366 368 369 11 5 1 1 6 11 6 11 7 11 6 11 7 11 5 114 1 1 4 2 0 + 21+ PT: 20+ 4 9 . 4 0 ' PC: 20+ 4 9 . 4 0 ' PT: 20+71.04' 30+ 31 + PT : 3 0 + 4 9 . 4 0 ' PC : 3 0 + 4 9 . 4 0 ' PT : 3 0 + 7 1 . 0 3 ' PC : 3 1 + 6 8 . 1 8 ' P T : 3 1 + 8 9 . 8 2 ' P C : 3 1 + 8 9 . 8 2 ' 30 + 31+ PT: 3 0 + 4 9 . 4 0 ' PC: 3 0 + 4 9 . 4 0 ' PT: 30+71.04' ST A : 3 0 + 4 4 . 6 5 O F F : 1 5 . 0 1 ' L PR C T C = 1 1 4 . 0 6 F L = 1 1 3 . 5 6 ST A : 3 0 + 5 4 . 3 6 O F F : 1 6 . 5 7 ' L EC T C = 1 1 3 . 9 8 F L = 1 1 3 . 4 8 ST A : 3 0 + 7 1 . 0 4 O F F : 1 7 . 9 9 ' R EC T C = 1 1 3 . 8 7 F L = 1 1 3 . 3 7 ST A : 3 0 + 5 3 . 4 8 O F F : 1 5 . 5 2 ' R PR C T C = 1 1 4 . 1 3 F L = 1 1 3 . 6 3 T C = 1 1 4 . 5 8 FL= 114.08 ST A : 3 1 + 6 7 . 5 2 O F F : 1 7 . 9 9 ' R BC T C = 1 1 3 . 5 5 F L = 1 1 3 . 0 5 ST A : 3 1 + 8 5 . 7 4 O F F : 1 5 . 5 2 ' R PR C T C = 1 1 3 . 8 0 F L = 1 1 3 . 3 0 ST A : 3 1 + 8 4 . 8 8 O F F : 1 6 . 5 7 ' L BC T C = 1 1 3 . 6 6 F L = 1 1 3 . 1 6 ST A : 3 1 + 9 4 . 5 8 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 3 . 7 5 F L = 1 1 3 . 2 5 STA: 30+00.00 OFF: 0.00' = STA: 20+00.00 OFF: 0.00 Hughes Ln KUNCKLE 1/2 DELTA MATCH STA: 32+39.21 OFF: 0.00' L= STA: 30+00.00 OFF: 0.00 Doolittle Dr KUNCKLE 1/2 DELTA MATCH S T A : 3 0 + 2 3 . 4 0 O F F : 1 6 . 9 6 ' L S T R E E T L I G H T STA : 3 2 + 3 9 . 2 2 O F F : 1 7 . 2 6 ' L STR E E T L I G H T STA: 30+00.00 CL 20' DWY C5C6 C 7 C8 C9 C1 0 C11 C 1 2 C1 3 C14 C 1 5 C1 6 Curve Table Curve # C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 Length 22.41 76.48 22.40 10.37 118.40 10.36 22.41 76.48 22.41 10.36 118.40 10.37 Radius 50.00 31.00 50.00 56.00 61.00 56.00 50.00 31.00 50.00 56.00 61.00 56.00 Delta 25°40'40" 141°21'07" 25°40'27" 10°36'25" 111°12'29" 10°36'04" 25°40'28" 141°21'08" 25°40'40" 10°36'04" 111°12'30" 10°36'25" 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' 105 110 115 105 110 115 110 115 110 115 110 115 110 115 110 115 110 115 ST A : 3 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 5 3 ST A : 2 0 + 0 0 . 0 0 H u g h e s L n ST A : 3 2 + 3 9 . 2 3 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 1 8 ST A : 3 0 + 0 0 . 0 2 D o o l i t t l e D r ST A : 3 0 + 0 0 . 0 0 O F F : 1 5 . 0 0 ' L KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 5 8 F L = 1 1 4 . 0 8 C-8 10.36' C-9 13.42' TANGENT C-5 76.56'22.40' C-6 ST A : 3 0 + 0 0 . 0 0 O F F : 1 5 . 0 0 ' R KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 5 8 F L = 1 1 4 . 0 8 0.86% 1.19% ST A : 3 0 + 4 4 . 6 4 O F F : 1 4 . 9 9 ' L PR C T C = 1 1 4 . 0 6 F L = 1 1 3 . 5 6 ST A : 3 0 + 5 4 . 3 6 O F F : 1 6 . 5 7 ' L EC T C = 1 1 3 . 9 8 F L = 1 1 3 . 4 8 ST A : 3 0 + 5 3 . 4 8 O F F : 1 5 . 5 2 ' R PR C T C = 1 1 4 . 1 3 F L = 1 1 3 . 6 3 ST A : 3 0 + 7 1 . 0 4 O F F : 1 7 . 9 9 ' R EC T C = 1 1 3 . 8 7 F L = 1 1 3 . 3 7 ST A : 3 0 + 7 1 . 0 4 O F F : 1 8 . 0 1 ' L TC = 1 1 3 . 8 6 F L = 1 1 3 . 3 6 C-14 10.36' C-15 13.42' TANGENT ST A : 3 1 + 6 7 . 5 1 O F F : 1 8 . 0 1 ' L TC = 1 1 3 . 5 5 F L = 1 1 3 . 0 5 ST A : 3 1 + 8 4 . 8 8 O F F : 1 6 . 5 7 ' L EC T C = 1 1 3 . 6 6 F L = 1 1 3 . 1 6 ST A : 3 1 + 9 4 . 5 8 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 3 . 7 5 F L = 1 1 3 . 2 5 ST A : 3 2 + 3 9 . 2 2 O F F : 1 5 . 0 0 ' L KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 2 5 F L = 1 1 3 . 7 5 ST A : 3 1 + 6 7 . 5 2 O F F : 1 7 . 9 9 ' R EC T C = 1 1 3 . 5 5 F L = 1 1 3 . 0 5 C-11 76.56'22.40' C-12 ST A : 3 1 + 8 5 . 7 4 O F F : 1 5 . 5 2 ' R PR C T C = 1 1 3 . 8 0 F L = 1 1 3 . 3 0 ST A : 3 2 + 3 9 . 2 1 O F F : 1 5 . 0 0 ' R KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 2 5 F L = 1 1 3 . 7 5 -0.84% -1.15% ST A : 3 1 + 8 5 . 7 4 O F F : 1 5 . 5 2 ' R PR C T C = 1 1 3 . 8 0 F L = 1 1 3 . 3 0 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 -1.00%1.00% 100.00' VC BV C : 3 0 + 8 7 . 2 4 EV C : 3 1 + 8 7 . 2 4 EL E V : 1 1 3 . 6 6 EL E V : 1 1 3 . 6 6 PVI ELEV = 113.16 PVI ELEV = 31+37.24 LOW POINT ELEV = 113.41 LOW POINT STA = 31+37.28 50.0 118.39' 118.39' -0.86% -1.00% -1.18% -1.00%0.46%1.16% 0.84% 0.46% Co l e m a n L a n e 13 FILE NAME: 1493-0007-UT01-PIP2.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE COLEMAN LANE DO O L I T T L E D R I V E SE E S H E E T 14 HU G H E S L A N E SE E S H E E T 11 Left Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta Left Knuckle Top Curb - Half Delta REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2110 AND 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) 112 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 113 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 111 112 112 121 181 182 183 183 183 183 184 184 184 184 COLEMAN LANE: Sta. 30+72 to 31+68 102 R/ W R/ W Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 112112 113 131 121121 PA R K I N G PA R K I N G 10 2 113 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 1 0 3 49-55 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 88°40'13" W Δ=16°31'4 4 " R=75.00',L=21.6 4 ' Δ =123°03'27" R = 4 6.00', L=98.8 0' Δ =16 ° 3 1 ' 4 4 " R = 7 5 . 0 0 ' , L = 2 1 . 6 4 ' S 1 ° 1 9 ' 4 7 " W PC: 31+68.18' PT: 31+ 8 9 . 8 2 ' PC: 31+ 8 9 . 8 2 ' PT : 3 0 + 4 9 . 4 0 ' PC : 3 0 + 4 9 . 4 0 ' PT : 3 0 + 7 1 . 0 4 ' 381 382 383 384 385 368 369 370 371 372 373 374 375 376 377 386 434 11 5 11 6 11 7 114 31+ PC: 31+68.18' PT: 31+ 8 9 . 8 2 ' PC: 31+ 8 9 . 8 2 ' 30+ 31 + 32 + 33 + 34 + 35 + PT : 3 0 + 4 9 . 4 0 ' PC : 3 0 + 4 9 . 4 0 ' PT : 3 0 + 7 1 . 0 4 ' ST A : 3 0 + 4 4 . 6 5 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 4 . 7 4 F L = 1 1 4 . 2 4 ST A : 3 0 + 5 4 . 3 6 O F F : 1 6 . 5 6 ' L EC T C = 1 1 4 . 8 3 F L = 1 1 4 . 3 3 ST A : 3 0 + 5 3 . 4 9 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 4 . 6 9 F L = 1 1 4 . 1 9 ST A : 3 0 + 7 1 . 7 1 O F F : 1 8 . 0 0 ' R EC T C = 1 1 4 . 9 5 F L = 1 1 4 . 4 5 T C = 1 1 4 . 2 5 F L = 1 1 3 . 7 5 STA: 30+00.00 OFF: 0.00' = STA: 32+39.21 OFF: 0.00 Coleman Ln KUNCKLE 1/2 DELTA MATCH ST A : 3 4 + 8 1 . 9 3 CL 1 6 ' D W Y ST A : 3 3 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 3 3 + 6 3 . 8 6 CL 1 6 ' D W Y ST A : 3 2 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 3 2 + 6 3 . 8 6 CL 1 6 ' D W Y ST A : 3 1 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 3 1 + 6 3 . 8 6 CL 1 6 ' D W Y ST A : 3 0 + 9 5 . 3 6 CL 1 6 ' D W Y ST A : 3 1 + 0 3 . 8 7 CL 1 6 ' D W Y ST A : 3 1 + 3 5 . 3 7 CL 1 6 ' D W Y ST A : 3 1 + 8 5 . 3 7 CL 1 6 ' D W Y ST A : 3 0 + 3 5 . 1 3 CL 1 6 ' D W Y S T A : 3 0 + 1 5 . 2 1 C L 1 6 ' D W Y ST A : 3 4 + 2 4 . 4 3 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T S T A : 3 0 + 0 0 . 0 0 O F F : 1 7 . 2 5 ' L STREET LIGHT ST A : 3 2 + 0 2 . 2 1 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T ST A : 3 4 + 4 0 . 4 3 CL 1 0 ' W I D E RA M P A N D PE D E S T R I A N CR O S S I N G ST A : 3 0 + 6 5 . 4 5 CL 1 6 ' D W Y C 1 1 C12 C13 C 1 4 C15 C16 110 115 120 110 115 120 110 115 120 110 115 120 ST A : 3 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 1 8 ST A : 3 2 + 3 9 . 2 1 C o l e m a n L n C-13 76.56'22.40' C-12 C-16 10.36' C-15 13.42' TANGENT ST A : 3 0 + 0 0 . 0 1 O F F : 1 5 . 0 0 ' R KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 2 5 F L = 1 1 3 . 7 5 ST A : 3 0 + 0 0 . 0 0 O F F : 1 5 . 0 0 ' L KN U C K L E 1 / 2 D E L T A M A T C H TC = 1 1 4 . 2 5 F L = 1 1 3 . 7 5 ST A : 3 0 + 4 4 . 6 5 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 4 . 7 4 F L = 1 1 4 . 2 4 ST A : 3 0 + 5 4 . 3 6 O F F : 1 6 . 5 6 ' L EC T C = 1 1 4 . 8 3 F L = 1 1 4 . 3 3 ST A : 3 0 + 5 3 . 4 9 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 4 . 6 9 F L = 1 1 4 . 1 9 ST A : 3 0 + 7 1 . 7 1 O F F : 1 8 . 0 0 ' R EC T C = 1 1 4 . 9 5 F L = 1 1 4 . 4 5 ST A : 3 0 + 7 1 . 7 1 O F F : 1 8 . 0 0 ' L TC = 1 1 4 . 9 5 F L = 1 1 4 . 4 5 -0.84% -1.16% 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 1.00% 118.38' 0.84% 1.25% 1.15% 1.00% Curve Table Curve # C11 C12 C13 C14 C15 C16 Length 22.41 76.48 22.41 10.36 118.40 10.37 Radius 50.00 31.00 50.00 56.00 61.00 56.00 Delta 25°40'28" 141°21'08" 25°40'40" 10°36'04" 111°12'30" 10°36'25" 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Do o l i t t l e D r i v e 14 FILE NAME: 1493-0007-UT01-PIP2.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E S H E E T 15 CO L E M A N L A N E SE E S H E E T 13 Left Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 102 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP) 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 113 114 121 181 182 183 183 184 184 DOOLITTLE DRIVE: Sta. 30+72 to 35+00 11 1 101 10 2 10 2 R/ W R/ W Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 113 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 11 1 101 49-55 NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) ACCESS RAMP PER DET. E, SHEET 73. (TYP.) ACCESS RAMP PER DET. E, SHEET 73. (TYP.) RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA S 1 ° 1 9 ' 4 7 " W 377 378 379 380 394 395 396 397 398 399 387 388 1 2 0 1 1 8 1 1 9 120 120 35 + 36 + 37 + 41+ 42+ 43+ ST A : 3 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 9 . 6 2 F L = 1 1 9 . 1 2 ST A : 3 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' L BC T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 9 . 5 9 F L = 1 1 9 . 0 9 STA: 37+28.61 OFF: 0.00' = STA: 42+48.00 OFF: 0.00 Earhart Wy CENTERLINE INTERSECTION ST A : 3 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' R PR C T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 6 + 1 0 . 3 6 CL 1 6 ' D W Y ST A : 3 5 + 7 8 . 8 6 CL 1 6 ' D W Y CL 1 6 ' D W Y ST A : 3 6 + 6 0 . 3 6 C L 1 8 ' D W Y ST A : 3 5 + 6 7 . 2 1 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T FL= 1 1 8 . 9 2 11 9 C17 C18 C 1 9 C20 C 2 1 C2 2 FL= 1 1 8 . 8 0 F L = 1 1 9 . 0 4 115 120 115 120 115 120 115 120 ST A : 3 7 + 2 8 . 6 1 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 1 ST A : 4 2 + 4 8 . 0 0 E a r h a r t W y 2.62% C-19 12.37' C-17 12.37'64.02' C-18 ST A : 3 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' L BC R T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 9 . 5 9 F L = 1 1 9 . 0 9 ST A : 3 7 + 1 3 . 6 1 O F F : 4 8 . 8 7 ' L PR C T C = 1 1 8 . 8 0 F L = 1 1 8 . 3 0 ST A : 3 7 + 1 0 . 6 1 O F F : 6 0 . 7 5 ' L EC R T C = 1 1 8 . 6 5 F L = 1 1 8 . 1 5 C-22 12.37' C-20 12.37'64.02' C-21 ST A : 3 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' R BC R T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 9 . 6 2 F L = 1 1 9 . 1 2 ST A : 3 7 + 1 3 . 6 1 O F F : 4 8 . 8 7 ' R PR C T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 7 + 1 0 . 6 1 O F F : 6 0 . 7 5 ' R EC R T C = 1 1 9 . 8 7 F L = 1 1 9 . 3 7 19.63' 0.50% TC : 1 1 9 . 6 6 1.23% TC : 1 1 9 . 0 0 TC : 1 1 9 . 5 8 TC : 1 1 9 . 5 4 TC : 1 1 9 . 2 0 TC : 1 1 9 . 3 9 TC : 1 1 9 . 5 2 L P -0.50% ST A : 3 6 + 6 7 . 8 6 O F F : 1 8 . 0 0 ' L BC R T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 3 6 + 7 9 . 7 3 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 9 . 5 9 F L = 1 1 9 . 0 9 ST A : 3 7 + 1 3 . 6 1 O F F : 4 8 . 8 7 ' L PR C T C = 1 1 8 . 8 0 F L = 1 1 8 . 3 0 ST A : 3 7 + 1 6 . 7 3 O F F : 0 . 0 0 GR A D E B R E A K 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 -1.00%-1.56% 100.00' VC BV C : 3 5 + 5 9 . 5 0 EV C : 3 6 + 5 9 . 5 0 EL E V : 1 1 9 . 7 8 EL E V : 1 1 9 . 7 8 PVI ELEV = 120.28 PVI STA = 36+09.50 HIGH POINT ELEV = 120.03 HIGH POINT STA = 36+09.54 50.0 1.00% -1.06% -1.00% 1.00%-0.97% ST A : 3 6 + 6 7 . 8 6 EL E V : 1 1 9 . 7 0 Curve Table Curve # C17 C18 C19 C20 C21 C22 Length 12.37 64.02 12.37 12.37 64.02 12.37 Radius 25.00 25.00 25.00 25.00 25.00 25.00 Delta 28°21'27" 146°42'55" 28°21'27" 28°21'27" 146°42'55" 28°21'27" 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Do o l i t t l e D r i v e 15 FILE NAME: 1493-0007-UT01-PIP2.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E S H E E T 14 EA R H A R T W A Y SE E S H E E T 16 NW Curb Return TC SW Curb Return TC REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE A), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 SPANDREL AND CROSS GUTTER PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE101 112 113 113 121 122 182 181 184 183 184 183 DOOLITTLE DRIVE: Sta. 35+00 to 36+67 11 1 102 10 3 R/ W R/ W Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 114 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA S 1°19'47" WS 1°19'47" W S 8 8 ° 4 0 ' 1 3 " E 356 379 380355 393 394 395 396 397 398 399 400 401 387 388 389 390 391 1 2 1 12 1 120 117118119121 1 2 0 120 119 121 1 2 0 120 118 119 1 2 1 12 2 12 1 26+ 27+ 28+ 36+ 37+ 40 + 41 + 42 + 43 + 44 + 45 + C1 7 C 1 8 C19 C 2 0 C21 C22 C2 3 C 2 4 C25 C 2 6 C27 C28 FL= 1 1 9 . 0 4 FL= 1 1 8 . 9 2 F L = 1 1 8 . 8 0 ST A : 4 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' R EC R T C = 1 2 1 . 1 3 F L = 1 2 0 . 6 3 ST A : 4 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' R PR C T C = 1 2 1 . 2 5 F L = 1 2 0 . 7 5 ST A : 4 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' L PR C T C = 1 2 1 . 2 5 F L = 1 2 0 . 7 5 ST A : 4 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' L EC T C = 1 2 1 . 1 3 F L = 1 2 0 . 6 3 STA: 40+00.00 OFF: 0.00' = STA: 27+28.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION STA: 42+48.00 OFF: 0.00' = STA: 37+28.61 OFF: 0.00 Doolittle Dr CENTERLINE INTERSECTION ST A : 4 1 + 8 7 . 2 5 O F F : 1 8 . 0 0 ' L BC T C = 1 1 9 . 8 7 F L = 1 1 9 . 3 7 ST A : 4 1 + 9 9 . 1 3 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 9 . 7 4 F L = 1 1 9 . 2 4 ST A : 4 2 + 9 6 . 8 7 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 8 . 8 0 F L = 1 1 8 . 3 0 ST A : 4 3 + 0 8 . 7 5 O F F : 1 8 . 0 0 ' L EC T C = 1 1 8 . 6 5 F L = 1 1 8 . 1 5 ST A : 4 0 + 6 8 . 3 4 CL 1 6 ' D W Y ST A : 4 0 + 9 9 . 8 4 CL 1 6 ' D W Y ST A : 4 1 + 6 8 . 3 4 CL 1 6 ' D W Y ST A : 4 1 + 9 9 . 8 4 CL 1 6 ' D W Y ST A : 4 2 + 9 3 . 3 4 CL 1 6 ' D W Y ST A : 4 3 + 4 3 . 3 4 CL 1 6 ' D W Y ST A : 4 3 + 7 4 . 8 4 CL 1 6 ' D W Y ST A : 4 4 + 6 3 . 3 4 CL 1 6 ' D W Y ST A : 4 4 + 9 4 . 8 4 CL 1 6 ' D W Y ST A : 4 3 + 4 7 . 7 5 CL 1 6 ' D W Y ST A : 4 3 + 1 6 . 2 5 CL 1 6 ' D W Y ST A : 4 4 + 1 8 . 9 6 CL 1 8 ' D W Y ST A : 4 4 + 4 7 . 7 5 CL 1 6 ' D W Y ST A : 4 5 + 1 6 . 2 6 CL 1 6 ' D W Y ST A : 4 2 + 3 9 . 1 0 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T ST A : 4 4 + 3 3 . 3 5 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T ST A : 4 1 + 2 4 . 0 0 O F F : 2 0 . 2 5 ' L ST R E E T L I G H T 115 120 125 115 120 125 115 120 125 115 120 125 ST A : 4 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 8 2 ST A : 2 7 + 2 8 . 6 1 H u g h e s L n ST A : 4 0 + 1 7 . 3 8 EL E V : 1 2 1 . 5 2 GR A D E B R E A K TC : 1 2 1 . 4 6 TC : 1 2 1 . 4 1 ST A : 4 0 + 1 8 . 0 0 O F F : 6 0 . 7 5 ' L BC R T C = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 ST A : 4 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' L EC R T C = 1 2 1 . 1 3 F L = 1 2 0 . 6 3 ST A : 4 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' L PR C T C = 1 2 1 . 2 5 F L = 1 2 0 . 7 5 TC : 1 2 1 . 3 3 ST A : 4 0 + 1 5 . 0 0 O F F : 4 8 . 8 7 ' L PR C T C = 1 2 1 . 3 8 F L = 1 2 0 . 8 8 ST A : 4 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' R EC R T C = 1 2 1 . 1 3 F L = 1 2 0 . 6 3 ST A : 4 0 + 1 8 . 0 0 O F F : 6 0 . 7 5 ' R BC R T C = 1 2 1 . 2 6 F L = 1 2 0 . 7 6 ST A : 4 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' R PR C T C = 1 2 1 . 2 5 F L = 1 2 0 . 7 5 ST A : 4 0 + 1 5 . 0 0 O F F : 4 8 . 8 7 ' R PR C T C = 1 2 1 . 3 8 F L = 1 2 0 . 8 8 TC : 1 2 1 . 4 6 TC : 1 2 1 . 4 1 TC : 1 2 1 . 3 3 12.37' 12.37'12.37'64.02' 64.02'12.37' C-23 C-24 C-25 C-26 C-27 C-28 -0.51%0.50% -0.50%0.50% 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 -1.00% -1.75% -1.00% ST A : 4 2 + 4 8 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 1 ST A : 3 7 + 2 8 . 6 1 D o o l i t t l e D r 1.00%-1.00% 1.00%-1.00% 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Curve Table Curve # C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 Length 12.37 64.02 12.37 12.37 64.02 12.37 12.37 64.02 12.37 12.37 64.02 12.37 Radius 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 Delta 28°21'28" 146°42'55" 28°21'27" 28°21'26" 146°42'55" 28°21'27" 28°21'27" 146°42'55" 28°21'27" 28°21'27" 146°42'55" 28°21'27" Ea r h a r t W a y 16 FILE NAME: 1493-0007-UT01-PIP3.DWG N HU G H E S L A N E SE E S H E E T 12 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E S H E E T 17 DO O L I T T L E D R I V E SE E S H E E T 15 NW Curb Return TC NE Curb Return TC EARHART WAY: Sta. 40+61 to 45+00 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSABLE RAMP PER CALTRANS STD. RSP A88A (CASE A), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 SPANDREL AND CROSS GUTTER PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 182 181 183 183 184 184 101 101 112 112 113 113 113 121122 11 1 R/ W R/ W 10 3 10 3 10 3 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 102 102 114 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 ACCESS RAMP PER DET. D, SHEET 73. (TYP.) RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 8 8 ° 4 0 ' 1 3 " W Δ =16°31'45" R = 7 5 .00', L=21.64' Δ =123°03'27" R =46.00',L=98.8 0'Δ =16 °3 1 '4 3 " R=7 5 .0 0 ',L =2 1 .6 4 ' PT: 5 0 + 4 9 . 4 0 ' PC: 5 0 + 4 9 . 4 0 ' PT: 50+71.04' PC : 4 5 + 8 7 . 6 7 ' P T : 4 6 + 0 9 . 3 0 ' P C : 4 6 + 0 9 . 3 0 ' 401 402 403 427 391 392 45 + PC : 4 5 + 8 7 . 6 7 ' P T : 4 6 + 0 9 . 3 0 ' P C : 4 6 + 0 9 . 3 0 ' 50 + 51+ PT: 5 0 + 4 9 . 4 0 ' PC: 5 0 + 4 9 . 4 0 ' PT: 50+71.04' TC= 1 1 5 . 5 6 FL= 1 1 5 . 0 6 C29 C 3 0 C3 1 C32 C 3 3 C3 4 ST A : 4 5 + 8 7 . 0 0 O F F : 1 8 . 0 0 ' R BC T C = 1 1 5 . 8 7 F L = 1 1 5 . 3 7 ST A : 4 6 + 1 4 . 0 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 6 3 F L = 1 1 5 . 1 3 ST A : 4 6 + 1 4 . 0 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 6 3 F L = 1 1 5 . 1 3 ST A : 4 6 + 0 5 . 2 2 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 5 . 7 0 F L = 1 1 5 . 2 0 ST A : 4 4 + 9 4 . 8 4 CL 1 6 ' D W Y ST A : 4 5 + 1 6 . 2 6 CL 1 6 ' D W Y ST A : 4 5 + 6 3 . 3 4 CL 1 6 ' D W Y ST A : 4 5 + 4 7 . 7 6 CL 1 6 ' D W Y ST A : 4 5 + 9 2 . 5 9 C L 1 6 ' D W Y STA: 46+58.70 OFF: 0.00' R= STA: 50+00.00 OFF: 0.00 Wright Bros Wy KUNCKLE 1/2 DELTA MATCH ST A : 4 6 + 5 8 . 7 0 O F F : 1 5 . 0 0 ' L TC = 1 1 5 . 4 5 F L = 1 1 4 . 9 5 A T S L ST A : 4 6 + 0 4 . 3 6 O F F : 1 6 . 5 6 ' L BC T C = 1 1 5 . 7 3 F L = 1 1 5 . 2 3 ST A : 4 6 + 1 4 . 0 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 6 3 F L = 1 1 5 . 1 3 110 115 120 110 115 120 110 115 120 110 115 120 1.00% ST A : 4 5 + 8 7 . 0 0 O F F : 1 8 . 0 0 ' R BC T C = 1 1 5 . 8 7 F L = 1 1 5 . 3 7 ST A : 4 6 + 0 5 . 2 2 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 5 . 7 0 F L = 1 1 5 . 2 0 22.40' TC : 1 1 5 . 5 6 TC : 1 1 5 . 5 1 L P ST A : 4 6 + 0 4 . 3 6 O F F : 1 6 . 5 6 ' L BC T C = 1 1 5 . 7 3 F L = 1 1 5 . 2 3 ST A : 4 6 + 1 4 . 0 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 6 3 F L = 1 1 5 . 1 3 TC : 1 1 5 . 4 0 10.36' 76.48' ST A : 4 5 + 8 7 . 0 0 O F F : 1 8 . 0 0 ' L TC = 1 1 5 . 8 7 F L = 1 1 5 . 3 7 ST A : 4 6 + 5 8 . 7 1 O F F : 1 5 . 0 0 ' L KU N C K L E 1 / 2 D E L T A M A T C H TC = 1 1 5 . 4 5 F L = 1 1 4 . 9 5 13.57' C-30C-29 TANGENT TC : 1 1 5 . 3 5 L P 20.00' ST A : 4 6 + 5 8 . 7 1 O F F : 1 5 . 0 0 ' R KU N C K L E 1 / 2 D E L T A M A T C H TC = 1 1 5 . 5 6 F L = 1 1 5 . 0 6 10.00' C-33C-32 EV C : 4 6 + 8 3 . 7 5 EL E V : 1 1 5 . 6 5 0.78% 0.75% 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 46+40 46+60 46+80 47+00 47+20 47+40 47+60 47+80 48+00 48+20 ST A : 4 6 + 5 8 . 7 0 = CE N T E R L I N E I N T X EL E V : 1 1 5 . 4 0 ST A : 5 0 + 0 0 . 0 0 W r i g h t B r o s W y 118.40' 80.00' VC BV C : 4 6 + 0 3 . 7 5 EL E V : 1 1 5 . 6 5 PVI ELEV = 115.25 PVI ELEV = 46+43.75 LOW POINT ELEV = 115.45 LOW POINT STA = 46+43.76 40.0-1.00% -1.00%0.87% -1.00%1.00% 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Curve Table Curve # C29 C30 C31 C32 C33 C34 Length 10.36 118.40 10.37 22.41 76.48 22.41 Radius 56.00 61.00 56.00 50.00 31.00 50.00 Delta 10°36'04" 111°12'29" 10°36'25" 25°40'26" 141°21'07" 25°40'40" TC = 1 1 5 . 4 6 FL = 1 1 4 . 9 6 TC = 1 1 5 . 5 6 FL = 1 1 5 . 0 6 FG = 1 1 5 . 6 4 FG = 1 1 5 . 7 4 FG = 1 1 5 . 5 4 FG = 1 1 5 . 6 1 FL= 115.01 9.42 % 1.42 % Ea r h a r t W a y 17 FILE NAME: 1493-0007-UT01-PIP3.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E S H E E T 16 WR I G H T B R O T H E R S W A Y SE E S H E E T 18 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 102 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 113 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 112 112 121 182 181 184 183 184 183 EARHART WAY: Sta. 45+00 to 45+87 11 1 Left Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta R/ W R/ W 10 2 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 112112 113 131 121121 PA R K I N G PA R K I N G 1 0 1 113 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) BIKE PATH ACCESS RAMP (TYP.). SEE DETAIL AT RIGHT. 1 2 . 0 0 ' Z E R O H E I G H T C U R B BIKE PATH ACCESS RAMP DETAIL 1"= 5' BIKE LANE SYMBOL WITH PERSON PER CALTRANS A24C (HALF SIZE) TYP. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET 73. TYP. N 88°40'13" WN 88°40'13" W Δ=16°31'45 " R=75.00',L=21.6 4 ' Δ =123°03'27" R = 4 6.00', L=98.8 0' Δ = 16 ° 3 1 ' 4 3 " R = 7 5 . 0 0 ' , L = 2 1 . 6 4 ' N 1 ° 1 9 ' 4 7 " E PC: 31+43.78' PT : 5 0 + 4 9 . 4 0 ' PC : 5 0 + 4 9 . 4 0 ' PT : 5 0 + 7 1 . 0 4 ' PC: 45+87.67' PT: 46+ 0 9 . 3 0 ' PC: 46+ 0 9 . 3 0 ' 402 405 424 425404403 430 431429 428 427 391 392 436 PC: 45+87.67' PT: 46+ 0 9 . 3 0 ' PC: 46+ 0 9 . 3 0 ' 50+ 51 + 52 + 53 + 54 + 55 + PT : 5 0 + 4 9 . 4 0 ' PC : 5 0 + 4 9 . 4 0 ' PT : 5 0 + 7 1 . 0 4 ' 30+ 31+ PC: 31+43.78' ST A : 5 0 + 5 4 . 4 3 O F F : 1 6 . 5 6 ' L EC T C = 1 1 6 . 0 5 F L = 1 1 5 . 5 5 ST A : 5 0 + 4 4 . 6 5 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 9 6 F L = 1 1 5 . 4 6 ST A : 5 0 + 7 1 . 7 2 O F F : 1 8 . 0 0 ' R BC T C = 1 1 6 . 1 7 F L = 1 1 5 . 6 7 ST A : 5 0 + 5 3 . 4 9 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 5 . 9 5 F L = 1 1 5 . 4 5 ST A : 5 2 + 9 0 . 9 8 O F F : 1 8 . 0 0 ' L EC T C = 1 1 8 . 3 6 F L = 1 1 7 . 8 6 ST A : 5 2 + 7 9 . 1 1 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 8 . 2 0 F L = 1 1 7 . 7 0 ST A : 5 3 + 6 0 . 3 5 O F F : 1 8 . 0 1 ' L CU R B A N G L E P O I N T TC = 1 1 9 . 0 4 F L = 1 1 8 . 5 4 ST A : 5 3 + 7 5 . 0 0 O F F : 1 7 . 9 5 ' R CU R B A N G L E P O I N T TC = 1 1 9 . 2 1 F L = 1 1 8 . 7 1 ST A : 5 2 + 4 9 . 6 1 CL 2 4 ' D W Y STA: 52+30.23 OFF: 0.00' L= STA: 30+00.00 OFF: 0.00 Yeager Ct CENTERLINE INTERSECTION ST A : 5 1 + 6 9 . 4 9 O F F : 1 8 . 0 0 ' L BC T C = 1 1 7 . 1 5 F L = 1 1 6 . 6 5 ST A : 5 1 + 8 1 . 3 6 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 7 . 2 7 F L = 1 1 6 . 7 7 STA: 50+00.00 OFF: 0.00' R= STA: 46+58.70 OFF: 0.00 Earhart Wy KUNCKLE 1/2 DELTA MATCH ST A : 5 0 + 8 5 . 1 0 CL 1 8 ' D W Y T C = 1 1 5 . 5 6 FL= 115.06 ST A : 5 2 + 1 9 . 8 2 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T ST A : 5 3 + 7 7 . 4 7 O F F : 2 0 . 2 5 ' R ST R E E T L I G H T STA: 49+98.62 OFF: 17.00' L STREET LIGHT S T A : 5 0 + 0 5 . 3 0 O F F : 1 5 . 5 0 ' L C L 1 2 ' W I D E B I K E R A M P ST A : 5 2 + 1 0 . 9 1 O F F : 1 8 . 0 0 ' R AC C E S S R A M P C 2 9 C30 C31 C 3 2 C33 C34 C47 C48 C 4 9 C50 C 5 1 C5 2 96+ 115 120 115 120 115 120 115 120 80.00' VC BV C : 4 9 + 4 5 . 0 5 EV C : 5 0 + 2 5 . 0 5 EL E V : 1 1 5 . 6 6 EL E V : 1 1 5 . 6 6 PVI ELEV = 115.26 PVI ELEV = 49+85.05 LOW POINT ELEV = 115.46 LOW POINT STA = 49+85.05 40.0 ST A : 5 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 5 . 4 0 ST A : 4 6 + 5 8 . 7 0 E a r h a r t W y TC : 1 1 5 . 7 5 ST A : 5 0 + 7 1 . 7 2 O F F : 1 8 . 0 0 ' R EC T C = 1 1 6 . 1 7 F L = 1 1 5 . 6 7 ST A : 5 0 + 5 3 . 4 9 O F F : 1 5 . 5 3 ' R PR C T C = 1 1 5 . 9 5 F L = 1 1 5 . 4 5 ST A : 5 0 + 5 4 . 3 7 O F F : 1 6 . 5 6 ' L EC T C = 1 1 6 . 0 5 F L = 1 1 5 . 5 5 ST A : 5 0 + 4 4 . 6 5 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 5 . 9 6 F L = 1 1 5 . 4 6 TC : 1 1 5 . 6 2 10.37' 22.41'76.48' ST A : 5 0 + 0 0 . 0 1 O F F : 1 5 . 0 0 ' L KU N C K L E 1 / 2 D E L T A M A T C H TC = 1 1 5 . 4 5 F L = 1 1 4 . 9 5 13.37' TANGENT ST A : 5 0 + 7 1 . 6 7 O F F : 1 8 . 0 0 ' L TC = 1 1 6 . 1 7 F L = 1 1 5 . 6 7 ST A : 5 0 + 0 0 . 0 1 O F F : 1 5 . 0 0 ' R KU N C K L E 1 / 2 D E L T A M A T C H TC = 1 1 5 . 5 6 F L = 1 1 5 . 0 6 C-30 C-31 C-33 C-34 -0.87% -1.00% 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 48+80 49+00 49+20 49+40 49+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 1.00% 0.56% -1.00% 1.00% 50.00' VC BV C : 5 3 + 8 5 . 0 0 EV C : 5 4 + 3 5 . 0 0 EL E V : 1 1 9 . 2 6 EL E V : 1 1 9 . 6 5 PVI ELEV = 119.51 PVI STA = 54+10.00 HIGH POINT ELEV = 119.65 HIGH POINT STA = 54+35.00 112.1ST A : 5 2 + 3 0 . 2 3 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 7 1 ST A : 3 0 + 0 0 . 0 0 Y e a g e r C t 118.40' 1.00% 1.00% 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Curve Table Curve # C29 C30 C31 C32 C33 C34 C47 C48 C49 C50 C51 C52 Length 10.36 118.40 10.37 22.41 76.48 22.41 12.37 64.02 12.37 12.37 64.02 12.37 Radius 56.00 61.00 56.00 50.00 31.00 50.00 25.00 25.00 25.00 25.00 25.00 25.00 Delta 10°36'04" 111°12'29" 10°36'25" 25°40'26" 141°21'07" 25°40'40" 28°21'27" 146°42'55" 28°21'27" 28°21'28" 146°42'55" 28°21'27" Wr i g h t B r o t h e r s W a y 18 FILE NAME: 1493-0007-UT01-PIP3.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WRIGHT BROTHERS. WAY MA T C H L I N E ST A 5 5 + 0 0 SE E S H E E T 19 EA R H A R T W A Y SE E S H E E T 17 YE A G E R C O U R T SE E S H E E T 20 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 104 6" YELLOW TACTILE GUIDE STRIP AT TOP OF RAMP 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) 112 CONC. ACCESSABLE RAMP PER CALTRANS STD. RSP A88A (CASE A or F), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 101 111 112 114 113 113 121 182 181 183 184 183 184 WRIGHT BROTHERS WAY: Sta. 50+72 to 53+58 SEE SHEETS 23 TO 25 FOR ROUNDABOUT 11 1 Left Knuckle Top Curb - Half Delta Right Knuckle Top Curb - Half Delta R/ W R/ W 10 3 10 3 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 102 10 2 113 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 1 0 3 49-55 104 NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) ACCESS RAMP PER DET. D, SHEET 73. (TYP.) 11 2 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA PI: 12+44.37' 12 0 119 12 0 118119 11+ 12+ 13+ 55 + 56 + 57 + 58 + STA: 55+82.61 OFF: 0.00' = STA: 12+44.37 OFF: 0.00 Jespersen Rd CENTERLINE INTERSECTION 12 0 120 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 57+20 57+40 57+60 57+80 58+00 58+20 0.56% 50.00' VC BV C : 5 6 + 5 2 . 6 5 EV C : 5 7 + 0 2 . 6 5 EL E V : 1 1 9 . 7 1 EL E V : 1 1 9 . 4 4 PVI ELEV = 119.31 PVI ELEV = 56+77.65 LOW POINT ELEV = 119.41 LOW POINT STA = 56+90.79 23.6 ST A : 5 5 + 8 2 . 6 1 = CE N T E R L I N E I N T X EL E V : 1 2 3 . 0 4 ST A : 1 2 + 4 4 . 3 7 J e s p e r s e n R d -1.62%0.50% 48.00' 36.00'6.00' 18.00' 6.00' 18.00' %-1.50%-1.50 %-2.00 %-2.00 10.00'8.00'10.00'8.00' Wr i g h t B r o t h e r s W a y 19 FILE NAME: 1493-0007-UT01-PIP3.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE FUTURE WRIGHT BROTHERS WAY MA T C H L I N E ST A 5 5 + 0 0 SE E S H E E T 18 JE S P E R S E N R O A D SE E S H E E T 8 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2110 AND 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) 112 6' WIDE SIDEWALK, MONOLITHIC, (CONSTRUCT 5.5' FROM BACK OF CURB) OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 130 PAVEMENT 131 4.5" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 182 SEE SHEETS 23 TO 25 FOR ROUNDABOUT WRIGHT BROTHERS WAY: Sta. 58+07 to 61+00 R/ W R/ W Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 112112 131 121121 PA R K I N G PA R K I N G SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 181 RACH E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 8 8 ° 4 0 ' 1 3 " W N 8 8 ° 4 0 ' 1 3 " W N 1°19'47" E Δ =3 5 °4 1 '2 8 " R =1 0 1 .1 7 ',L =6 3 .0 2 ' PC : 3 1 + 4 3 . 7 8 ' P T : 3 2 + 0 3 . 3 8 ' 425 404 430 431 432 433 429428 11 6 11 7 11 8 11 9 11 1 11 2 117 118 117 118 117 118 118 11 8 51+ 52+ 53+ 30 + 31 + 3 2 + PC : 3 1 + 4 3 . 7 8 ' P T : 3 2 + 0 3 . 3 8 ' STA: 30+00.00 OFF: 0.00' = STA: 52+30.23 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION ST A : 3 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' R EC T C = 1 1 7 . 2 4 F L = 1 1 6 . 7 4 ST A : 3 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' L EC T C = 1 1 7 . 2 4 F L = 1 1 6 . 7 4 ST A : 3 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' L PC C T C = 1 1 7 . 3 6 F L = 1 1 6 . 8 6 ST A : 3 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' R PC C T C = 1 1 7 . 4 0 F L = 1 1 6 . 9 0 ST A : 3 1 + 8 8 . 3 1 O F F : 3 0 . 5 6 ' R BC T C = 1 1 6 . 0 6 F L = 1 1 5 . 5 6 CL 1 8 ' D W Y ST A : 3 1 + 4 4 . 0 2 O F F : 1 8 . 0 0 ' L BC T C = 1 1 6 . 4 1 F L = 1 1 5 . 9 1 ST A : 3 1 + 7 9 . 4 7 O F F : 2 8 . 6 4 ' L PC C T C = 1 1 6 . 2 4 F L = 1 1 5 . 7 4 STA: 32+03.38 OFF: 0.00' L CENTER OF CUL-DE-SAC ST A : 3 0 + 6 9 . 7 5 CL 1 8 ' D W Y ST A : 3 1 + 0 1 . 2 5 CL 1 8 ' D W Y ST A : 3 0 + 9 9 . 7 5 CL 1 8 ' D W Y ST A : 3 0 + 6 8 . 2 5 CL 1 8 ' D W Y ST A : 3 1 + 6 4 . 2 7 CL 1 8 ' D W Y 3.01 % 2 . 0 5 % 2 . 5 4 % 2 . 0 4 % 1 . 5 0 % 116 117 C4 7 C 4 8 C49 C 5 0 C51 C52 C53 C 5 4 STA : 3 2 + 3 9 . 0 0 O F F : 9 . 6 3 ' L STR E E T L I G H T 96 + 58.00' 36.00'6.00'5.00' 18.00' 6.00'5.00' 18.00' %-2.00 %-2.00 %-1.50%-1.50 10.00'8.00'10.00'8.00' Curve Table Curve # C47 C48 C49 C50 C51 C52 C53 C54 Length 12.37 64.02 12.37 12.37 64.02 12.37 30.59 148.19 Radius 25.00 25.00 25.00 25.00 25.00 25.00 28.00 35.00 Delta 28°21'27" 146°42'55" 28°21'27" 28°21'28" 146°42'55" 28°21'27" 62°35'33" 242°35'33" 148.18' 148.18'115 120 125 115 120 125 115 120 125 115 120 125 115 120 125 115 120 125 115 120 115 120 ST A : 3 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 8 0 ST A : 5 2 + 3 0 . 2 3 W r i g h t B r o s W y ST A : 3 2 + 0 3 . 3 9 EL E V : 1 1 6 . 4 6 CE N T E R O F C U L - D E - S A C ST A : 3 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' L EC R T C = 1 1 7 . 2 4 F L = 1 1 6 . 7 4 ST A : 3 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' L PR C T C = 1 1 7 . 3 6 F L = 1 1 6 . 8 6 ST A : 3 0 + 1 5 . 0 0 O F F : 4 8 . 8 7 ' L PR C T C = 1 1 7 . 2 7 F L = 1 1 6 . 7 7 ST A : 3 0 + 1 8 . 0 0 O F F : 6 0 . 7 5 ' L BC R T C = 1 1 7 . 1 5 F L = 1 1 6 . 6 5 TC : 1 1 7 . 3 5 TC : 1 1 7 . 4 3 TC : 1 1 7 . 4 4 12.37'12.37'64.02' TC : 1 1 8 . 0 0 TC : 1 1 7 . 8 0 TC : 1 1 7 . 6 0 ST A : 3 0 + 1 8 . 0 0 O F F : 6 0 . 7 5 ' R BC R T C = 1 1 8 . 3 6 F L = 1 1 7 . 8 6 ST A : 3 0 + 1 5 . 0 0 O F F : 4 8 . 8 7 ' R PR C T C = 1 1 8 . 2 0 F L = 1 1 7 . 7 0 ST A : 3 0 + 4 8 . 8 7 O F F : 1 5 . 0 0 ' R PR C T C = 1 1 7 . 4 0 F L = 1 1 6 . 9 0 ST A : 3 0 + 6 0 . 7 5 O F F : 1 8 . 0 0 ' R EC R T C = 1 1 7 . 2 4 F L = 1 1 6 . 7 4 12.37'12.37'64.02' ST A : 3 1 + 4 4 . 0 2 O F F : 1 8 . 0 0 ' L BC T C = 1 1 6 . 4 1 F L = 1 1 5 . 9 1 ST A : 3 1 + 7 9 . 4 7 O F F : 2 8 . 6 4 ' L PR C T C = 1 1 6 . 2 4 F L = 1 1 5 . 7 4 TC : 1 1 6 . 0 3 30.59' C-53 C-49C-48C-47 C-50 C-51 C-52 1.26% 56.13' C-54 TANGENT C-54 ST A : 3 2 + 3 8 . 2 8 O F F : 0 . 0 0 ' CU L - D E - S A C 1 / 2 D E L T A M A T C H TC = 1 1 5 . 8 3 F L = 1 1 5 . 3 3 ST A : 3 2 + 3 8 . 2 8 O F F : 0 . 0 0 ' CU L - D E - S A C 1 / 2 D E L T A M A T C H TC = 1 1 5 . 8 3 F L = 1 1 5 . 3 3 ST A : 3 1 + 8 8 . 3 1 O F F : 3 0 . 5 6 ' R BC T C = 1 1 6 . 0 6 F L = 1 1 5 . 5 6 ST A : 3 1 + 4 3 . 9 5 O F F : 1 8 . 0 0 ' R TC = 1 1 6 . 4 1 F L = 1 1 5 . 9 1 -0.50%0.51% 0.63%0.30% 0.57% 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 -1.00%1.00% 50.00' VC BV C : 3 1 + 4 3 . 7 8 EV C : 3 1 + 9 3 . 7 8 EL E V : 1 1 6 . 3 6 EL E V : 1 1 6 . 3 6 PVI ELEV = 116.11 PVI ELEV = 31+68.78 LOW POINT ELEV = 116.24 LOW POINT STA = 31+68.78 25.0 1.00% -1.00% -1.00% -1.00%-1.00%1.00% 0.27%-1.00% TC - H P : 1 1 7 . 4 8 22.80' Ye a g e r C o u r t 20 FILE NAME: 1493-0007-UT01-PIP3.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE YEAGER COURT WR I G H T B R O T H E R S W A Y SE E S H E E T 18 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (1.5% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. ADD (1) 3" CI PIPE DRAIN AT COLD JOINT OF DRIVEWAY WING (EACH SIDE) (TYP) 112 CONC. ACCESSABLE RAMP PER CALTRANS STD. RSP A88A (CASE A), MODIFIED TO CURB RETURN LOCATION, & CITY OF SLO STD. 4440 (TYP). 113 5' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 114 BIO-SWALE (SEE SHEETS FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 SPANDREL AND CROSS GUTTER PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 3" MINIMUM HMA, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 132 15.5" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WILL ALSO HAVE A RECOMMENDATION, THE MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 183 EXISTING GRADE PROFILE AT CURB FACE 184 TOP OF CURB PROFILE 101 112 113 113121 181 182 183 184 183 184 183 184 183 184 YEAGER COURT: Sta. 30+61 to 31+43 11 1 West Cul-de-Sac TC East Cul-de-Sac TC NW Curb Return TC NE Curb Return TC R/ W R/ W 103 Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 132 113113 114 131 121121 PA R K I N G PA R K I N G 102102 114 SH A R E D TR A V E L / BI K E LA N E SH A R E D TR A V E L / BI K E LA N E 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 49-55 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 8 8 ° 4 0 ' 1 3 " W N 8 8 ° 4 0 ' 1 3 " W S 8 8 ° 4 0 ' 1 3 " E Δ=31°43'34" R=150.00', L=83.06' S 1°19'47" W PC: 30+12.23' 412413414 415 416 417 418 411 410 419 420 409 408 421 407 422 423 406 405 424 425 404 430 428 29+ 30+ 31 + PC: 30+12.23' 52+ 53+ 54+ 30 + C4 7 C 4 8 C49 C 5 0 C51 C52 90 + 91 + 92 + 93 + 94 + 95 + 96 + STA: 96+63.09 OFF: 0.00' = STA: 52+49.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION STA: 90+00.00 OFF: 0.00' = STA: 29+82.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION STA: 27+28.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION CENTERLINE INTERSECTION 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 89+80 90+00 90+20 90+40 90+60 90+80 91+00 91+20 91+40 91+60 91+80 92+00 92+20 92+40 92+60 92+80 93+00 93+20 93+40 93+60 93+80 94+00 94+20 94+40 94+60 94+80 95+00 95+20 95+40 95+60 95+80 96+00 96+20 96+40 96+60 96+80 97+00 -2.00% 1.00%-1.00% 2.00% 100.00' VC BV C : 9 2 + 1 4 . 5 1 EV C : 9 3 + 1 4 . 5 1 EL E V : 1 2 1 . 0 4 EL E V : 1 2 1 . 0 4 PVI ELEV = 121.54 PVI STA = 92+64.51 HIGH POINT ELEV = 121.29 HIGH POINT STA = 92+64.51 50.0ST A : 9 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 8 ST A : 2 9 + 8 2 . 6 1 H u g h e s L n ST A : 9 0 + 2 8 . 0 0 EL E V : 1 1 9 . 4 7 BA C K O F W A L K ST A : 9 6 + 6 2 . 9 7 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 9 0 ST A : 5 2 + 4 9 . 6 1 W r i g h t B r o s W y ST A : 9 6 + 3 5 . 0 9 EL E V : 1 1 8 . 0 9 BA C K O F W A L K ST A : 9 0 + 3 7 . 6 7 EL E V : 1 1 9 . 2 7 GR A D E B R E A K LO W P O I N T ST A : 9 6 + 2 5 . 4 2 EL E V : 1 1 7 . 9 3 GR A D E B R E A K LO W P O I N T 20.00' 19.00'0.50' 9.50' 0.50' 9.50' %-2.00%-2.00 1.50' Pr i v a t e A l l e y D r i v e w a y P l a n a n d P r o f i l e 21 FILE NAME: 1493-0007-UT01-PIP3.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES SLO ENG. STD. 4440 (TYP) 102 SURVEY MONUMENT AND WELL, SLO ENG. STD. 9020 (TYP) 103 STREET LIGHT SLO ENG. STD. 7910. (TYP) 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONSTRUCT STD. DRIVEWAY RAMP PER 2115 WITH SIDEWALK BEHIND (2% MAX. CROSS SLOPE) TO MEET LATEST ADA DESIGN REQUIREMENTS. (TYP) 112 MOTORCOURT UNDERGROUND GRAVEL CHAMBER (SEE SHEET FOR LOCATIONS AND DETAILS) (TYP) 120 CURB AND GUTTER 121 6" WIDE PCC FLUSH CURB, 18" DEEP (SEE DETAIL , SHEET ) (TYP) 122 18" WIDE PCC "V" GUTTER, 8" THICK (SEE DETAIL , SHEET ) (TYP) 130 PAVEMENT 131 VEHICULAR RATED CONCRETE PAVERS 3.15" [80 MM) THICK (USE AIR-VOL PRODUCT OR APPROVED EQUAL) 132 12" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 101 112 111111 181 182 PRIVATE ALLEY: Sta. 30+61 to 31+43 122121 132 121 102 122121 121 AC C E S S E S M T . AC C E S S E S M T . Design Speed: 25 mph Design Volumne: ADT Traffic Index: 6.5 TR A V E L LA N E TR A V E L LA N E 131 C 22 B 22 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS A22 WR I G H T B R O T H E R S W A Y SE E S H E E T 18 HU G H E S L A N E SE E S H E E T 12 PRIVATE ALLEY YEAGER COURT SEE SHEET 20112 56 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA SD SD SD SD SD SD SDSD SD 11 6 11 7 11 8 11 9 1 2 0 12 0 1 1 9 1 2 1 12 1 CO CO SD 120 11 9 1 2 1 120 121 12 0 11 9 12 1 120 119 121 120 120 118 11 8 11 9 11 8 11 8 117 11 7 119 11 8 11 8 11 9 119 118 393 394 395 412 413 414 415 416 417 418411396 397 410 419 420409398 399 408 421 400 407 422 423406401 402 405 424 425404403 430428 436 426 FG = 1 1 8 . 0 1 FL = 1 1 7 . 9 5 FG = 1 1 8 . 2 8 CO FG = 1 1 8 . 7 0 FG = 1 1 8 . 7 0 FG = 1 1 9 . 2 0 FG = 1 1 9 . 2 0 FG = 1 1 9 . 7 0 FG = 1 1 9 . 7 0 FG = 1 2 0 . 3 0 FG = 1 2 0 . 3 0 FG = 1 2 0 . 9 0 FG = 1 2 0 . 9 0 FG = 1 2 1 . 3 9 FG = 1 2 1 . 3 9 FG = 1 2 1 . 5 6 FG = 1 2 1 . 5 6 FG= 1 2 1 . 0 4 FG = 1 2 1 . 0 4 FG= 1 2 0 . 5 4 FG = 1 2 0 . 5 4 FG= 1 2 0 . 0 4 FG = 1 2 0 . 0 4 FG = 1 1 9 . 5 8 FG = 1 1 9 . 4 2 FL = 1 1 8 . 4 0 FL = 1 1 8 . 9 0 FL = 1 1 9 . 4 0 FL = 1 2 0 . 0 0 FL = 1 2 0 . 6 0 FL = 1 2 1 . 0 9 FL = 1 2 1 . 2 6 FL = 1 2 0 . 2 4 FL= 1 1 9 . 7 4 FL = 1 1 9 . 2 9 28 + 29 + 30 + 31 + 51 + 52 + 53 + 54 + 55 + 89+ 90+ 91+ 92+ 93+ 94+ 95+ 96+ 96+ >>>>>>>>> SDSDSD SDSD 120 125 118 119 121 122 123 124 126 115 11 6 11 7 117 118116 116 117 116 117 1 1 4 11 5 11 4 11 6 11 7 11 8 11 9 11 4 10 6 10 7 331 332 333 334 335 336 337 338 339 367 366 365 364 363 FG= 1 1 6 . 2 6 FL= 1 1 5 . 9 0 FL= 1 1 5 . 4 5 FL= 1 1 4 . 9 5 FG= 1 1 5 . 8 1 FG = 1 1 5 . 3 3 FG = 1 1 6 . 2 6 FG = 1 1 5 . 8 1 FG = 1 1 5 . 3 1 FL= 114.83SD 19+ 20+ 21 + 22 + 29 + 30+ Pr i v a t e A l l e y D r i v e w a y D e t a i l s 22 FILE NAME: 1493-0007-UT01-MOTR.DWG N 0 (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE (IN FEET) GRAPHIC SCALE 40 80 1 IN = 40 FT 20 Scale: None 18" VALLEY GUTTERB 18" 1. 5 0 " Varies Varies 12 " M I N . (3) - # 4 BARS CONTINUOUS, EQUAL VERTICAL SPACING AS SHOWN 18 " 6" CLASS 3 PCC 4" MAX SLUMP PER COUNTY OF SAN LUIS OBISPO STANDARDS R = 1/4" Scale: None 6" FLUSH CURBC PROPERLY PREPARE SUBGRADE, COMPACT TO 95% MAXIMUM DENSITY PER CITY OF SAN LUIS OBISPO STANDARDS 3" C L R . C V R . 9" NOTES: 1. CONCRETE VALLEY GUTTER -- 3,000 PSI @ 28 DAYS 2. EXPANSION JOINTS @ 20' MAX SPACING. 3. CONTROL JOINTS @ 10' MAX SPACING. 12" MIN. VEHICULAR RATED CONCRETE PAVERS 3.15" [80 MM) THICK (USE AIR-VOL PRODUCT OR APPROVED EQUAL) #4 REBAR @ 24" O.C. 12" CLASS II AGGREGATE BASE (95% RELATIVE COMPACTION) (2) - #4 REBAR, CONT. VEHICULAR RATED CONCRETE PAVERS 3.15" [80 MM) THICK (USE AIR-VOL PRODUCT OR APPROVED EQUAL) 3" M I N . C L R . CO V E R 3" C L R . C V R . PROPERLY PREPARE SUBGRADE, 12" MIN. DEPTH. COMPACT TO 95% MAXIMUM DENSITY PER CITY OF SAN LUIS OBISPO STANDARDS 20.00' 10.00'10.00' Scale: None MOTORCOURT CROSS SECTIONA 1.GRADING OF MOTORCOURT DRIVEWAYS SHALL BE DESIGNED AND CONSTRUCTED TO DIRECT WATER TOWARDS CATCH BASINS. 1.CONCRETE SHALL BE CLASS 3 PCC, 4" MAX. SLUMP. 2.PROVIDE CONTROL JOINTS AT 10' INTERVALS. 3.PROVIDE EXPANSION JOINTS AT 20' INTERVALS. 4.EXPOSED EDGES SHALL HAVE A 1/2" TOOLED RADIUS. 5.SUB-GRADE SOILS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. -0.5% (Min.)-0.5% (Min.) POLYMERIC SAND IN 1/8" JOINT, TYP. 1" SAND SETTING BED TYP. A 22 C 22 B 22 JE S P E R S E N R O A D 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS WRIGHT BROTHERS WAY SEE SHEET 18 HUGHES LANE SEE SHEET 12 YE A G E R C O U R T SE E S H E E T 20 PR I V A T E A L L E Y SE E S H E E T 21 HUGHES LANE SEE SHEET 11 CO L E M A N L A N E SE E S H E E T 12 RETAINING WALL PER THE APPROVED MASS GRADING PLAN A 22 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA N 1 ° 1 9 ' 4 6 " E STA: 56+57.81 OFF: 25.01' L STREET LIGHT STA: 11+69.16 OFF: 25.01' R STREET LIGHT PI: 12+44.37' 1 2 1 12 0 1 2 0 120 118119 11+ 12+ 13+ Jespersen Road STA: 12+44.37 OFF: 0.00' = STA: 55+82.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION PI: 1+00.00' PI: 1+18.16' PC: 1+35.56' PT: 1+56.49' PC: 1+91.76' P C C : 2 + 5 3 . 1 1 ' P C C : 2 + 6 6 . 6 0 ' 55 + 56 + 57 + 58 + 1+ 2+ 1+ 2+ 2+ 1+ 2+ 1 + 2 + PI: 1+00.00' PI: 1+58.28' PI: 1+89.22' PC: 2+22.29' PCC: 2 + 7 7 . 1 4 ' 1+ 2+ 3+ 1+ Alignment "A" STA: 3+19.91 OFF: 0.00' = STA: 12+49.32 OFF: -34.65 Jespersen Rd STATION EQUATION ALIGNMENT "C" STA: 1+00.00 OFF: 0.00' = STA: 10+40.65 OFF: 18.00 Jespersen Rd STATION EQUATION ALIGNMENT "B" STA: 1+00.00 OFF: 0.00' = STA: 10+19.66 OFF: -18.00 Jespersen Rd STATION EQUATION ALIGNMENT "D" STA: 1+00.00 OFF: 0.00' = STA: 12+01.38 OFF: 39.31 Jespersen Rd STATION EQUATION ALIGNMENT "E" STA: 1+00.00 OFF: 0.00' = STA: 12+79.80 OFF: 44.42 Jespersen Rd STATION EQUATION C 1 5 0 C 1 5 1 C1 5 2 L78 L79 C 1 5 3 C 1 5 4 L 8 0 L8 1 L 8 2 L 8 3 C285 L 1 7 4 C2 4 9 C284 L26 L27 L 2 8 L2 9 C1 1 5 L3 0 C1 1 6 C11 7 L31 C 1 1 8 C1 1 9 C12 0 L32 C14 0 C 1 3 0 C7 4 C283 C286 120 121 122 P C C : 1 + 0 0 . 0 0 ' P C C : 1 + 1 3 . 4 9 ' P T : 1 + 6 8 . 3 4 ' P I : 2 + 0 1 . 4 1 ' PI : 2 + 3 2 . 3 4 ' PI : 2 + 9 0 . 6 2 ' PC C : 1 + 0 4 . 7 0 ' PT : 1 + 7 9 . 2 7 ' PC : 2 + 1 4 . 5 3 ' PT : 2 + 3 5 . 4 7 ' PI : 2 + 5 2 . 8 7 ' P I : 2 + 7 1 . 0 2 ' C121 C122 C1 2 3 C124 C88 C8 9 C 9 0 C91 C92 C 9 3 C 8 5 C86C87 C281C282 C279 C280 C125C126 C 1 2 7 C128 C1 2 9 L 3 3 L 3 4 L35 L36 L37 L38 L9 L8 L7 L1 0 L 1 1 L12 L 4 1 L 4 2 L43L44L45 L4 6L4 7 C94 L175 3. 7 4 % 2.7 7 % 2.63% 2.91 % 3.73 % 2.7 6 % 2.4 6 % 2 . 3 3 % 2.60%2.34% 2.00%2.00% 2.68%1.93% 1 . 9 6 % 1. 6 2 % 2. 0 4 % 1. 5 0 % 2 . 1 6 % 1. 8 8 % 2.9 1 % 2.04% 2.29% 2. 6 3 % 2 . 8 5 % C75 C7 6 L 1 C7 7 L2 L 3 L4 L5 L6 C 7 8 C79 C80 C8 1 C 8 2 C83 C 8 4 121 122 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' BE G I N T C = 1 2 1 . 2 2 F L = 1 2 0 . 7 2 ST A : 1 + 5 8 . 2 8 O F F : 0 . 0 0 ' AN G . P T . T C = 1 2 0 . 8 8 F L = 1 2 0 . 3 8 ST A : 1 + 8 9 . 2 2 O F F : 0 . 0 0 ' AN G . P T . T C = 1 2 0 . 7 0 F L = 1 2 0 . 2 0 ST A : 2 + 2 2 . 2 9 O F F : 0 . 0 0 ' BC T C = 1 2 0 . 5 0 F L = 1 2 0 . 0 0 ST A : 2 + 7 7 . 1 4 O F F : 0 . 0 0 ' PC C T C = 1 2 0 . 1 8 F L = 1 1 9 . 6 8 ST A : 2 + 9 0 . 6 2 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 2 0 . 1 0 F L = 1 1 9 . 6 0 ST A : 1 + 6 8 . 3 1 O F F : 0 . 0 0 ' EC T C = 1 2 0 . 8 2 F L = 1 2 0 . 3 2 26.98'29.14'13.61'33.07'20.90'58.28' C-150C-151C-154L-80L-81L-174 23 -0.59%-0.59%-1.32% 115 120 125 130 135 140 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' BE G I N T C = 1 2 1 . 1 2 F L = 1 2 0 . 6 2 ST A : 1 + 1 8 . 1 6 O F F : 0 . 0 0 ' AN G . P T . T C = 1 2 0 . 9 9 F L = 1 2 0 . 4 9 ST A : 1 + 3 5 . 5 6 O F F : 0 . 0 0 ' BC T C = 1 2 0 . 8 9 F L = 1 2 0 . 3 9 ST A : 1 + 5 6 . 4 9 O F F : 0 . 0 0 ' EC T C = 1 2 0 . 7 8 F L = 1 2 0 . 2 8 ST A : 1 + 9 1 . 7 6 O F F : 0 . 0 0 ' BC T C = 1 2 0 . 5 9 F L = 1 2 0 . 0 9 ST A : 2 + 6 6 . 6 0 O F F : 0 . 0 0 ' R 1/ 2 D E L T A T C = 1 2 0 . 1 8 F L = 1 1 9 . 6 8 ST A : 1 + 1 0 . 2 1 O F F : 0 . 0 0 ' EC T C = 1 2 1 . 0 3 F L = 1 2 0 . 5 3 26.98'27.08'22.15'35.27'20.97'17.40'7.94' C-120C-119C-116L-30C-115L-29L-28 -0.54%-0.54%-0.54% -0.54% 115 120 125 130 135 140 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 4 5 219.93' 115 120 125 130 135 140 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 1.10%-1.00%1.09% 40.00' VC BV C : 1 + 3 4 . 9 8 EV C : 1 + 7 4 . 9 8 EL E V : 1 2 0 . 6 3 EL E V : 1 2 0 . 6 5 PVI ELEV = 120.85 PVI STA = 1+54.98 HIGH POINT ELEV = 120.75 HIGH POINT STA = 1+55.93 19.0 40.00' VC BV C : 2 + 5 0 . 0 0 EV C : 2 + 9 0 . 0 0 EL E V : 1 1 9 . 9 0 EL E V : 1 1 9 . 9 2 PVI ELEV = 119.70 PVI ELEV = 2+70.00 LOW POINT ELEV = 119.81 LOW POINT STA = 2+69.12 19.1 C-74 ST A : 0 + 9 9 . 9 5 EL E V : 1 2 0 . 2 5 ST A : 3 + 1 9 . 8 6 EL E V : 1 2 0 . 2 5 11 Curve Table Curve # C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 C92 C93 C94 C115 C116 C117 C118 C119 C120 C121 C122 C123 C124 C125 C126 C127 C128 C129 C130 C150 C151 C152 C153 C154 C249 C279 C280 C281 C282 C283 C284 C285 C286 Length 219.73 5.96 28.06 15.70 1.64 1.67 1.35 17.91 2.19 4.36 1.51 5.96 28.06 15.70 1.64 1.67 1.35 17.91 2.19 4.36 1.51 20.93 22.15 1.63 1.63 27.08 26.98 29.14 1.62 1.62 13.61 20.93 22.15 1.63 1.63 40.30 9.40 26.98 29.14 1.62 1.62 13.61 7.98 1.18 0.70 0.64 1.17 1.18 0.99 0.64 1.18 Radius 34.97 2.00 149.00 81.00 1.00 1.00 1.00 81.00 1.00 3.00 1.00 2.00 149.00 81.00 1.00 1.00 1.00 81.00 1.00 3.00 1.00 163.63 108.38 1.00 1.00 108.38 48.38 128.37 1.00 1.00 128.38 163.62 108.37 1.00 1.00 108.38 48.37 48.37 128.38 1.00 1.00 128.38 27.00 0.50 0.90 0.82 0.50 0.50 1.26 0.82 0.50 Delta 359°59'27" 170°38'47" 10°47'21" 11°06'23" 93°56'15" 95°44'06" 77°26'19" 12°39'55" 125°29'18" 83°11'02" 86°33'16" 170°38'23" 10°47'21" 11°06'23" 93°56'15" 95°44'06" 77°26'19" 12°39'55" 125°29'18" 83°11'02" 86°33'16" 7°19'45" 11°42'40" 93°12'12" 93°12'12" 14°19'06" 31°57'07" 13°00'17" 92°42'00" 92°42'00" 6°04'33" 7°19'45" 11°42'40" 93°12'12" 93°12'12" 21°18'21" 11°07'46" 31°57'03" 13°00'18" 92°42'00" 92°42'00" 6°04'33" 16°55'37" 135°00'00" 44°52'01" 44°58'51" 134°28'04" 135°00'00" 44°59'32" 45°00'02" 135°00'00" Line Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L41 L42 L43 L44 L45 L46 L47 L78 L79 L80 L81 L82 L83 L174 L175 Length 25.47 4.43 69.33 7.77 12.96 12.74 25.47 4.43 69.33 7.77 12.96 12.74 7.26 6.57 7.94 17.40 35.27 4.45 4.45 4.46 4.46 33.07 20.85 6.54 7.45 7.41 6.57 8.09 17.40 35.27 4.45 4.45 4.46 4.46 33.07 20.90 6.57 7.44 58.28 58.28 Direction N3°22'16"W N86°12'07"W S1°56'13"E S86°15'56"E S83°28'22"W S0°17'20"W S86°37'45"W S3°47'54"W N88°03'48"E N3°44'04"E S6°31'38"E S89°42'39"E S38°11'58"W N38°11'58"E S6°48'02"E S6°31'26"W S0°48'19"E N75°53'27"W S75°53'27"E N10°42'45"W N10°42'45"W N88°03'48"E S83°47'30"E S50°58'36"W N51°14'56"E N51°48'02"W S51°48'02"E S83°11'58"W N83°28'33"W S89°11'42"W N14°06'34"E N14°06'34"E N79°17'14"E S79°17'14"W N1°56'13"W N6°11'35"E S38°48'25"E N38°48'25"W S1°56'13"E N88°03'48"E ST A : 1 + 7 9 . 2 7 O F F : 0 . 0 0 ' BC T C = 1 1 9 . 4 4 F L = 1 1 8 . 9 4 ST A : 2 + 1 4 . 5 3 O F F : 0 . 0 0 ' EC T C = 1 1 9 . 6 2 F L = 1 1 9 . 1 2 ST A : 2 + 3 5 . 4 7 O F F : 0 . 0 0 ' PC C T C = 1 1 9 . 7 3 F L = 1 1 9 . 2 3 ST A : 2 + 5 2 . 8 7 O F F : 0 . 0 0 ' AN G P T T C = 1 1 9 . 8 1 F L = 1 1 9 . 3 1 ST A : 2 + 7 1 . 0 2 O F F : 0 . 0 0 ' EN D T C = 1 1 9 . 9 0 F L = 1 1 9 . 4 0 ST A : 1 + 0 4 . 7 0 O F F : 0 . 0 0 ' PC C T C = 1 1 9 . 8 4 F L = 1 1 9 . 3 4 ST A : 1 + 0 0 . 0 2 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 9 . 8 6 F L = 1 1 9 . 3 6 40.30'20.93'9.40'22.15'35.27'8.09' C-129C-130 C-126 L-45 C-125 L-43 -0.53%0.50% 110 115 120 125 130 135 140 110 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 8 7 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' R 1/ 2 D E L T A T C = 1 2 0 . 1 8 F L = 1 1 9 . 6 8 ST A : 1 + 1 3 . 4 9 O F F : 0 . 0 0 ' PC C T C = 1 1 9 . 9 7 F L = 1 1 9 . 4 7 ST A : 1 + 6 8 . 3 4 O F F : 0 . 0 0 ' EC T C = 1 1 9 . 4 0 F L = 1 1 8 . 9 0 ST A : 2 + 0 1 . 4 1 O F F : 0 . 0 0 ' AN G P T T C = 1 1 9 . 5 6 F L = 1 1 9 . 0 6 ST A : 2 + 3 2 . 3 4 O F F : 0 . 0 0 ' AN G P T T C = 1 1 9 . 7 5 F L = 1 1 9 . 2 5 ST A : 2 + 9 0 . 6 2 O F F : 0 . 0 0 ' EN D T C = 1 2 0 . 1 1 F L = 1 1 9 . 6 1 26.98'29.14'13.61'33.07'7.45'58.28' C-121C-120 C-124 L-35 L-38 L-175 -1.56%0.62% 50.00' VC BV C : 1 + 3 2 . 0 0 EV C : 1 + 8 2 . 0 0 EL E V : 1 1 9 . 6 8 EL E V : 1 1 9 . 4 4 PVI ELEV = 119.29 PVI ELEV = 1+57.00 LOW POINT ELEV = 119.40 LOW POINT STA = 1+67.84 23.0 115 120 125 130 135 140 145 115 120 125 130 135 140 145 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 5 6 Je s p e r s e n R d - W r i g h t B r o t h e r s W y R o u n d a b o u t S E 23 FILE NAME: 1493-0007-UT01-PIP4.DWG N JE S P E R S E N R O A D 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT WRIGHT BROTHERS WAY SEE SHEET 24 J E S P E R S E N R O A D S E E S H E E T 2 4 ALIGNMENT "B" - ROUNDABOUT TC PROFILE ALIGNMENT "C" - ROUNDABOUT TC PROFILE ALIGNMENT "B"ALIGNMENT "C" ALIGNMENT "D" WRIGHT BROTHERS WAY ALIGNMENT "A" ALIGNMENT "E" REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, PER CITY of SLO STD. DWG. 9020 (TYP) 103 STREET LIGHT PER STD. DWG. 7910. (TYP) 104 TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET . TYP. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 112 10' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. (TYP) 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 124 8" THICK, 10' WIDE CONCRETE APRON (#4 REBARS AT 16" O.C. - BOTH WAYS) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CURB FACE 182 TOP OF CURB PROFILE 101 102 103 111 112 112 121 122 123 124 131 132 181182 181 182 181 182 73B 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 181 ALIGNMENT "E" - ROUNDABOUT TC PROFILE ALIGNMENT "D" - ROUNDABOUT TC PROFILE ALIGNMENT "A" - ROUNDABOUT CIRCLE TC PROFILE 182 181 182 121 101 111 112 121 112 10.0 0 ' NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) 1 2 3 4 5 6 7 8 121 121 104 104 104 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 73 N 88°40'13" W STA: 13+19.57 OFF: 25.01' L STREET LIGHT PI: 12+44.37' 437 11 9 1 2 0 11 8 1 1 9 120 118119 117 PI : 1 + 0 0 . 0 0 ' PC : 1 + 3 8 . 5 5 ' PT : 1 + 4 6 . 0 3 ' PI : 1 + 4 6 . 0 3 ' PC : 1 + 5 5 . 0 9 ' PT : 1 + 6 1 . 0 5 ' PC : 1 + 9 6 . 2 4 ' PC C : 2 + 5 7 . 5 9 ' PCC : 2 + 7 1 . 0 8 ' 54 + 55 + 56 + 1+ 1+ 2+ 0+1+ 2+ 2+ 1 + 1+ 2+ 3+ STA: 12+44.37 OFF: 0.00' = STA: 55+82.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION 1 + 2+ PCC: 1 + 2 2 . 6 9 ' PT: 1+69.7 9 ' PC: 2+05.0 6 ' PT: 2+25.99' PI: 2+43.39' PI: 2+61 . 5 5 ' 1+ 2+ PCC : 1 + 0 4 . 7 0 ' PT: 1+72.3 4 ' PI: 2+05.4 1 ' PI: 2+36.35' PI: 2+94.6 3 ' C 1 5 0 C1 0 5 L19 C108 L2 1 L20 C 1 1 0 C11 1 C112 C 1 1 3 C11 4 C145 C146 C 1 4 7 C14 8 C1 4 9 C14 0 C141C 1 4 2 C1 4 3 C144 C107 C109 L2 2 L 2 3 L24 L 6 3 L 6 4 L65L66 L67L68 C273 L177 L70 C270 L 7 3 C272 L75 L7 6 L7 7 C 1 3 0 C 1 3 1 C1 3 2 C1 3 3 C 1 3 4 C 1 3 5 C 1 3 6 C13 7 C 1 3 8 C1 3 9 L48 L49 L 5 0 L 5 1 L 5 2 L 5 3 C278 L55 L5 6 L5 7 L 5 8 L 5 9 L 6 0 L61 L62 C7 4 L72 C287 L182 C106 120 121 122 C274 C275 C276 C279 3. 7 4 % 2.7 7 % 2.63% 2.91 % 3.73 % 2. 7 6 % 2.4 6 % 2 . 3 3 % 1 . 9 6 % 1. 8 8 % 2.9 1 % 2.04% 2.29% 2. 6 3 % 3.46% 2.50% 2.00% 1.95% 2.10% 2.21% 3 . 3 2 % 3 . 8 3 % 2. 4 3 % 2 . 9 3 % 2. 0 0 % 2. 0 0 % 2 . 8 5 % L 1 7 6 C95 C 9 6 L 1 3 C 9 7 C98 L14 C99 L 1 5 L16 L17 L 1 8 C1 0 0 C1 0 1 C 1 0 2 C10 3 C 1 0 4 ALIGNMENT "F" STA: 1+00.00 OFF: 0.00' = STA: 12+79.80 OFF: 44.42 Jespersen Rd STATION EQUATION ALIGNMENT "G" STA: 1+00.00 OFF: 0.00' = STA: 12+92.50 OFF: -37.90 Jespersen Rd STATION EQUATION ALIGNMENT "H" STA: 1+00.00 OFF: 0.00' = STA: 53+59.94 OFF: -18.00 Wright Bros Wy STATION EQUATION ALIGNMENT "I" STA: 0+90.00 OFF: 0.00' = STA: 53+65.41 OFF: 18.00 Wright Bros Wy STATION EQUATION ALIGNMENT "A" STA: 1+00.00 OFF: 0.00' R= STA: 12+49.31 OFF: -34.65 Jespersen Rd STATION EQUATION STA: 55+07.41 OFF: 25.01' R STREET LIGHT 121 122 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 9 . 8 6 F L = 1 1 9 . 3 6 ST A : 1 + 0 4 . 7 0 O F F : 0 . 0 0 ' L PC C T C = 1 1 9 . 8 0 F L = 1 1 9 . 3 0 ST A : 1 + 7 2 . 3 4 O F F : 0 . 0 0 ' L EC T C = 1 1 8 . 8 1 F L = 1 1 8 . 3 1 ST A : 2 + 0 5 . 4 1 O F F : 0 . 0 0 ' L AN G . P T . T C = 1 1 8 . 3 3 F L = 1 1 7 . 8 3 ST A : 2 + 3 6 . 3 5 O F F : 0 . 0 0 ' L AN G . P T . T C = 1 1 8 . 1 3 F L = 1 1 7 . 6 3 ST A : 2 + 9 4 . 6 3 O F F : 0 . 0 0 ' L EN D T C = 1 1 7 . 7 5 F L = 1 1 7 . 2 5 ST A : 2 + 2 6 . 3 2 O F F : 0 . 0 0 ' L BC T C = 1 1 8 . 2 0 F L = 1 1 7 . 7 0 41.93'9.40'13.61'33.07'20.90'58.28' C-130 C-131 C-134 L-50 L-51 L-176 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 8 9 -1.45% -0.65% -1.45% -0.65% 219.93' STATION 115 120 125 130 135 140 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 1.10%-1.00%1.09% 40.00' VC BV C : 1 + 3 4 . 9 8 EV C : 1 + 7 4 . 9 8 EL E V : 1 2 0 . 6 3 EL E V : 1 2 0 . 6 5 PVI ELEV = 120.85 PVI STA = 1+54.98 HIGH POINT ELEV = 120.75 HIGH POINT STA = 1+55.93 19.0 40.00' VC BV C : 2 + 5 0 . 0 0 EV C : 2 + 9 0 . 0 0 EL E V : 1 1 9 . 9 0 EL E V : 1 1 9 . 9 2 PVI ELEV = 119.70 PVI ELEV = 2+70.00 LOW POINT ELEV = 119.81 LOW POINT STA = 2+69.12 19.1 C-74 ST A : 0 + 9 9 . 9 5 EL E V : 1 2 0 . 2 5 ST A : 3 + 1 9 . 8 6 EL E V : 1 2 0 . 2 5 11 ST A : 2 + 6 1 . 5 5 O F F : 0 . 0 0 ' EN D T C = 1 1 7 . 9 2 F L = 1 1 7 . 4 2 ST A : 2 + 4 3 . 3 9 O F F : 0 . 0 0 ' AN G L E P O I N T TC = 1 1 8 . 0 8 F L = 1 1 7 . 5 8 ST A : 2 + 2 5 . 9 9 O F F : 0 . 0 0 ' EC T C = 1 1 8 . 2 4 F L = 1 1 7 . 7 4 ST A : 2 + 0 5 . 0 6 O F F : 0 . 0 0 ' BC T C = 1 1 8 . 4 3 F L = 1 1 7 . 9 3 ST A : 1 + 2 2 . 6 9 O F F : 0 . 0 0 ' PP C T C = 1 1 9 . 4 2 F L = 1 1 8 . 9 2 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 9 . 7 0 F L = 1 1 9 . 2 0 ST A : 2 + 5 1 . 4 9 O F F : 0 . 0 0 ' BC T C = 1 1 8 . 0 1 F L = 1 1 7 . 5 1 ST A : 1 + 6 9 . 7 9 O F F : 0 . 0 0 ' EC T C = 1 1 8 . 8 5 F L = 1 1 8 . 3 5 35.27'45.39'22.15'20.93'17.40'8.09' C-140 C-139 C-136 L-60 C-135 L-59 L-58 12.83' 100 105 110 115 120 125 130 135 140 100 105 110 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 11 10 -0.90% -1.21% -0.90% -1.21% ST A : 2 + 8 4 . 0 2 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 9 . 7 0 F L = 1 1 9 . 2 0 ST A : 2 + 6 1 . 3 3 O F F : 0 . 0 0 ' PC C T C = 1 1 9 . 7 8 F L = 1 1 9 . 2 8 ST A : 2 + 2 0 . 2 5 O F F : 0 . 0 0 ' BC T C = 1 1 9 . 6 4 F L = 1 1 9 . 1 4 ST A : 1 + 5 6 . 2 2 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 9 . 3 2 F L = 1 1 8 . 8 2 ST A : 1 + 8 7 . 1 8 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 9 . 4 7 F L = 1 1 8 . 9 7 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' L BE G I N T C = 1 1 9 . 0 4 F L = 1 1 8 . 5 4 ST A : 1 + 6 6 . 2 8 O F F : 0 . 0 0 ' EC T C = 1 1 9 . 3 7 F L = 1 1 8 . 8 7 15.37'45.39' 13.61'33.07'20.90'56.22' C-140C-141 C-144L-65L-66L-177 STATION 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 0.50%-0.60% 40.00' VC BV C : 2 + 4 0 . 2 5 EV C : 2 + 8 0 . 2 5 EL E V : 1 1 9 . 7 4 EL E V : 1 1 9 . 7 2 PVI ELEV = 119.84 PVI STA = 2+60.25 HIGH POINT ELEV = 119.78 HIGH POINT STA = 2+58.34 36.2 12 11 ST A : 2 + 7 1 . 0 8 O F F : 0 . 0 2 ' L 1/ 2 D E L T A T C = 1 2 0 . 1 0 F L = 1 1 9 . 6 0 ST A : 2 + 5 3 . 1 1 O F F : 0 . 0 0 ' PC C T C = 1 2 0 . 0 0 F L = 1 1 9 . 5 0 ST A : 1 + 3 8 . 5 5 O F F : 0 . 0 3 ' R BC T C = 1 1 9 . 4 1 F L = 1 1 8 . 9 1 ST A : 1 + 4 6 . 0 3 O F F : 0 . 0 0 ' R EC T C = 1 1 9 . 4 5 F L = 1 1 8 . 9 5 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' BE G I N T C = 1 1 9 . 2 1 F L = 1 1 8 . 7 1 ST A : 1 + 5 5 . 0 9 O F F : 0 . 0 0 ' BC T C = 1 1 9 . 5 0 F L = 1 1 9 . 0 0 ST A : 1 + 9 6 . 2 4 O F F : 0 . 0 0 ' BC T C = 1 1 9 . 7 1 F L = 1 1 9 . 2 1 ST A : 1 + 6 1 . 0 5 O F F : 0 . 0 0 ' EC T C = 1 1 9 . 5 3 F L = 1 1 9 . 0 3 ST A : 2 + 3 0 . 5 1 O F F : 0 . 0 0 ' BC T C = 1 1 9 . 8 9 F L = 1 1 9 . 3 9 ST A : 2 + 1 8 . 3 9 O F F : 0 . 0 0 ' EC T C = 1 1 9 . 8 2 F L = 1 1 9 . 3 2 7.48' 27.08'26.98'35.27'38.55' L-70 C-270 L-75 C-149 C-150 5.23' C-145 22.15' C-146 110 115 120 125 130 135 140 110 115 120 125 130 135 140 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 0.52% 13 2 Curve Table Curve # C74 C94 C95 C96 C97 C98 C99 C100 C101 Length 219.73 1.51 5.96 28.06 15.70 1.64 1.67 1.35 17.91 Radius 34.97 1.00 2.00 149.00 81.00 1.00 1.00 1.00 81.00 Delta 359°59'27" 86°33'16" 170°38'47" 10°47'21" 11°06'23" 93°56'15" 95°44'06" 77°26'19" 12°39'55" Curve Table Curve # C102 C103 C104 C105 C106 C107 C108 C109 C110 Length 2.19 4.36 1.51 5.96 28.06 15.70 1.64 1.67 1.35 Radius 1.00 3.00 1.00 2.00 149.00 81.00 1.00 1.00 1.00 Delta 125°29'18" 83°11'02" 86°33'16" 170°38'40" 10°47'21" 11°06'23" 93°56'15" 95°44'06" 77°26'19" Curve Table Curve # C111 C112 C113 C114 C130 C131 C132 C133 C134 Length 17.91 2.19 4.36 1.51 9.40 41.93 1.62 1.62 13.61 Radius 81.00 1.00 3.00 1.00 48.37 128.38 1.00 1.00 128.37 Delta 12°39'55" 125°29'18" 83°11'02" 86°33'16" 11°07'46" 18°42'56" 92°42'00" 92°42'00" 6°04'33" Curve Table Curve # C135 C136 C137 C138 C139 C140 C141 C142 C143 Length 20.93 22.15 1.63 1.63 12.83 45.39 15.37 1.62 1.62 Radius 163.62 108.38 1.00 1.00 108.37 48.37 128.37 1.00 1.00 Delta 7°19'45" 11°42'40" 93°12'12" 93°12'12" 6°46'58" 53°45'27" 6°51'30" 92°42'00" 92°42'00" Curve Table Curve # C144 C145 C146 C147 C148 C149 C150 C270 C272 Length 13.61 5.23 22.15 1.63 1.63 27.08 26.98 7.48 1.25 Radius 128.38 163.62 108.38 1.00 1.00 108.37 48.37 167.64 0.50 Delta 6°04'33" 1°49'49" 11°42'40" 93°12'12" 93°12'12" 14°19'07" 31°57'03" 2°33'23" 142°46'12" Curve Table Curve # C273 C274 C275 C276 C278 C279 C287 Length 0.71 1.18 0.71 1.18 0.65 1.18 0.57 Radius 0.90 0.50 0.80 0.50 0.83 0.50 0.50 Delta 45°05'15" 134°56'40" 51°10'39" 135°00'00" 44°42'52" 135°00'00" 65°24'18" Line Table Line # L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L48 L49 L50 L51 L52 L53 L56 L57 Length 25.47 4.43 69.33 7.77 12.96 12.74 25.47 69.33 4.43 7.77 12.96 12.74 4.46 4.46 33.07 20.90 6.57 7.43 7.41 6.57 Direction S11°29'41"E N85°40'27"E N10°03'39"W S85°36'38"W N75°20'56"E N7°50'06"W N86°37'45"E S88°03'48"W N3°47'54"E S3°44'04"W N6°31'38"W N89°42'39"W S71°09'48"W N71°09'48"E S10°03'39"E S1°55'51"E N46°55'51"W S46°55'51"E N30°04'32"E S30°04'32"W Line Table Line # L58 L59 L60 L61 L62 L63 L64 L65 L66 L67 L68 L70 L72 L73 L75 L76 L77 L176 L177 L182 Length 8.09 17.40 35.27 4.45 4.45 4.46 4.46 33.07 20.90 6.57 7.40 38.55 1.58 7.84 35.27 4.45 4.45 58.28 56.22 8.58 Direction N14°55'28"W N1°36'00"W N8°55'45"W S84°00'53"E N84°00'53"W S10°42'45"E S10°42'45"E S88°03'48"W N83°48'24"W N51°08'16"E S51°08'16"W S83°28'33"E N62°53'00"E S51°44'40"E S89°11'42"W N14°06'34"E S14°06'34"W N10°03'39"W S87°56'30"W S51°46'47"E Je s p e r s e n R d - W r i g h t B r o t h e r s W y R o u n d a b o u t N W 24 FILE NAME: 1493-0007-UT01-PIP4.DWG N 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT WRIGHT BROTHERS WAY SEE SHEET 23 JE S P E R S E N R O A D SE E S H E E T 23 ALIGNMENT "I" ALIGNMENT "H" ALIGNMENT "G" WRIGHT BROTHERS WAY J E S P E R S E N R O A D ALIGNMENT "A" ALIGNMENT "F" ALIGNMENT "F" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "A" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "G" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "H" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "I" - ROUNDABOUT CIRCLE TC PROFILE REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, PER CITY of SLO STD. DWG. 9020 (TYP) 103 STREET LIGHT PER STD. DWG. 7910. (TYP) 104 TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET . TYP. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 112 10' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. (TYP) 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 124 8" THICK, 10' WIDE CONCRETE APRON (#4 REBARS AT 16" O.C. - BOTH WAYS) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CURB FACE 182 TOP OF CURB PROFILE 102 124 101 111 103 121 122 123 131 132 182 181 182 181 182 181 182 181 181 182 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 10.0 0 ' NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) 8 9 10 11 12 13 2 122 104 104 104 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 73B 73 N 1 ° 1 9 ' 4 6 " E N 88°40'13" W PI: 12+44.37' 197 437 436 119 1 2 1 11 9 12 0 119 1 2 0 11 8 1 1 9 120 118119 118 54 + 55 + 56 + 57 + 58 + 1+ 2+ 1+ 2+1+ 2+ 0+1+ 2+ 2+ 1+ 2+ 1 + 2+ 1+ 2+ 3+ 1+ 2+ ALIGNMENT "A" STA: 12+44.37 OFF: 0.00' = STA: 55+82.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION STA: 10+89.28 O F F : 1 . 0 4 ' R PCC TC= 121. 3 0 F L = 1 2 0 . 8 0 STA: 11+17.29 OFF: 1 . 3 8 ' R EC TC= 121.15 FL= 1 2 0 . 6 5 STA: 11+42.67 OFF: 0 . 7 1 ' L EC TC= 121.05 FL= 1 2 0 . 5 5 STA: 11+58. 3 5 O F F : 0 . 4 8 ' L EC TC= 12 1 . 0 4 F L = 1 2 0 . 5 4 STA: 1 1 + 7 0 . 2 3 O F F : 1 . 7 7 ' R EC T C = 1 2 1 . 0 2 F L = 1 2 0 . 5 2 ST A : 1 1 + 8 6 . 8 8 O F F : 8 . 2 6 ' R EC T C = 1 2 0 . 9 1 F L = 1 2 0 . 4 1 ST A : ? ? ? O F F : ? ? ? ' ? ? ? EC T C = ? ? ? F L = ? ? ? STA: ??? OFF : ? ? ? ' ? ? ? EC TC= ??? F L = ? ? ? STA: ??? OFF : ? ? ? ' ? ? ? EC TC= ??? F L = ? ? ? STA: 11+83.53 OFF: 8.19' L EC TC=120.91 FL= 120.41 STA: 11+70.79 OFF: 7.96' L EC TC=120.87 FL= 120.37 STA: 11+58.59 OFF: 6.90' L EC TC=120.88 FL= 120.38 STA: 10+89.37 OFF: 2.95' L EC TC=121.26 FL= 120.76 STA: 13+05. 2 0 O F F : 8 . 1 9 ' R EC TC= 11 9 . 8 6 F L = 1 1 9 . 3 6 STA : 1 3 + 0 1 . 8 6 O F F : 8 . 2 6 ' L EC T C = 1 1 9 . 9 1 F L = 1 1 9 . 4 1 S T A : 1 3 + 0 0 . 4 0 O F F : 7 . 2 3 ' L E C T C = 1 1 9 . 9 5 F L = 1 1 9 . 4 5 S T A : 1 3 + 0 2 . 1 7 O F F : 5 . 6 0 ' R E C T C = 1 1 9 . 9 5 F L = 1 1 9 . 4 5 STA: 13+17. 9 4 O F F : 7 . 9 6 ' R EC TC= 11 9 . 6 8 F L = 1 1 9 . 1 8 STA: 13+3 0 . 1 4 O F F : 6 . 9 0 ' R EC TC= 1 1 9 . 5 2 F L = 1 1 9 . 0 2 STA: 13+9 9 . 3 6 O F F : 2 . 9 5 ' R EC TC= 1 1 8 . 7 7 F L = 1 1 8 . 2 7 STA: 13+18.50 O F F : 1 . 7 7 ' L EC TC=119.80 F L = 1 1 9 . 3 0 STA: 13+30.38 OFF: 0.48' R EC TC=119.68 FL= 119.18 STA: 13+ 4 6 . 0 6 O F F : 0 . 7 1 ' R EC TC= 1 1 9 . 4 8 F L = 1 1 8 . 9 8 STA: 13+ 7 1 . 4 4 O F F : 1 . 3 8 ' L EC TC= 1 1 9 . 1 6 F L = 1 1 8 . 6 6 STA: 13+99.46 OFF: 1.04' L EC TC=118.83 FL= 118.33 ST A : 5 5 + 2 1 . 7 8 O F F : 8 . 1 9 ' L EC T C = 1 2 0 . 3 6 F L = 1 1 9 . 8 6 ST A : 5 5 + 0 9 . 0 4 O F F : 7 . 9 6 ' L EC T C = 1 2 0 . 3 3 F L = 1 1 9 . 8 3 S T A : 5 4 + 9 6 . 8 4 O F F : 6 . 9 0 ' L E C T C = 1 2 0 . 2 7 F L = 1 1 9 . 7 7 S T A : 5 4 + 2 7 . 6 2 O F F : 2 . 9 5 ' L EC T C = 1 1 9 . 9 3 F L = 1 1 9 . 4 3 ST A : 5 5 + 2 5 . 1 2 O F F : 8 . 2 6 ' R EC T C = 1 2 0 . 4 8 F L = 1 1 9 . 9 8 ST A : 5 5 + 0 8 . 4 7 O F F : 1 . 7 7 ' R EC T C = 1 2 0 . 5 1 F L = 1 2 0 . 0 1 ST A : 5 4 + 9 6 . 5 9 O F F : 0 . 4 8 ' L EC T C = 1 2 0 . 4 8 F L = 1 1 9 . 9 8 S T A : 5 4 + 8 0 . 9 1 O F F : 0 . 7 1 ' L E C T C = 1 2 0 . 3 8 F L = 1 1 9 . 8 8 S T A : 5 4 + 5 5 . 5 3 O F F : 1 . 3 8 ' R E C T C = 1 2 0 . 2 2 F L = 1 1 9 . 7 2 ST A : 5 4 + 2 7 . 5 2 O F F : 1 . 0 4 ' R EC T C = 1 2 0 . 0 8 F L = 1 1 9 . 5 8 STA: 55+24.80 O F F : 5 . 6 0 ' L EC TC= 120. 3 8 F L = 1 1 9 . 8 8 STA: 55+26.57 O F F : 7 . 2 3 ' R EC TC= 120. 4 3 F L = 1 1 9 . 9 3 ALIGNMENT "C" STA: 1+00.00 OFF: 0.00' = STA: 10+40.65 OFF: 18.00 Jespersen Rd STATION EQUATION ALIGNMENT "B" STA: 1+00.00 OFF: 0.00' = STA: 10+19.66 OFF: -18.00 Jespersen Rd STATION EQUATION ALIGNMENT "D" STA: 1+00.00 OFF: 0.00' = STA: 12+01.38 OFF: 39.31 Jespersen Rd STATION EQUATION ALIGNMENT "E" STA: 1+00.00 OFF: 0.00' = STA: 12+79.80 OFF: 44.42 Jespersen Rd STATION EQUATION ALIGNMENT "G" STA: 1+00.00 OFF: 0.00' = STA: 12+92.50 OFF: -37.90 Jespersen Rd STATION EQUATION ALIGNMENT "H" STA: 1+00.00 OFF: 0.00' = STA: 53+59.94 OFF: -18.00 Wright Bros Wy STATION EQUATION ALIGNMENT "I" STA: 0+90.00 OFF: 0.00' = STA: 53+65.41 OFF: 18.00 Wright Bros Wy STATION EQUATION STA: 3+19.91 OFF: 0.00' = STA: 12+49.32 OFF: -34.65 Jespersen Rd STATION EQUATION 120 121 122 ST A : 5 6 + 4 0 . 1 0 O F F : 8 . 2 6 ' L EC T C = 1 2 0 . 2 5 F L = 1 1 9 . 7 5 ST A : 5 6 + 5 6 . 7 5 O F F : 1 . 7 7 ' L EC T C = 1 2 0 . 1 2 F L = 1 1 9 . 6 2 ST A : 5 6 + 6 8 . 6 3 O F F : 0 . 4 8 ' R EC T C = 1 2 0 . 0 0 F L = 1 1 9 . 5 0 S T A : 5 6 + 8 4 . 3 0 O F F : 0 . 7 1 ' R E C T C = 1 1 9 . 9 0 F L = 1 1 9 . 4 0 S T A : 5 7 + 0 9 . 6 8 O F F : 1 . 3 8 ' L E C T C = 1 1 9 . 9 4 F L = 1 1 9 . 4 4 ST A : 5 7 + 3 7 . 7 0 O F F : 1 . 0 4 ' L EC T C = 1 2 0 . 0 9 F L = 1 1 9 . 5 9 ST A : 5 6 + 4 3 . 4 4 O F F : 8 . 1 9 ' R EC T C = 1 2 0 . 2 2 F L = 1 1 9 . 7 2 STA: 56+40.41 O F F : 5 . 6 0 ' R EC TC=120.3 2 F L = 1 1 9 . 8 2 STA: 56+38.64 O F F : 7 . 2 3 ' L EC TC=120.2 9 F L = 1 1 9 . 7 9 ST A : 5 6 + 5 6 . 1 8 O F F : 7 . 9 0 ' R EC T C = 1 2 0 . 2 6 F L = 1 1 9 . 7 6 S T A : 5 6 + 6 8 . 3 8 O F F : 6 . 9 0 ' R EC T C = 1 1 9 . 8 7 F L = 1 1 9 . 3 7 ST A : 5 7 + 3 7 . 6 0 O F F : 2 . 9 5 ' R EC T C = 1 2 0 . 0 6 F L = 1 1 9 . 5 6 S T A : 1 1 + 8 8 . 3 3 O F F : 7 . 2 3 ' R E C T C = 1 2 0 . 9 5 F L = 1 2 0 . 4 5 S T A : 1 1 + 8 6 . 5 6 O F F : 5 . 6 0 ' L E C T C = 1 2 0 . 9 9 F L = 1 2 0 . 4 9 121 122 Je s p e r s e n R d - W r i g h t B r o t h e r s W y R o u n d a b o u t M e d i a n s 25 FILE NAME: 1493-0007-UT01-PIP4.DWG N 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT WRIGHT BROTHERS WAY JE S P E R S E N R O A D ALIGNMENT "I" ALIGNMENT "H" ALIGNMENT "G" ALIGNMENT "A" ALIGNMENT "F" 35.00 ' 33. 5 0 ' 2 8 . 5 0 ' ALIGNMENT "B" ALIGNMENT "C" WRIGHT BROTHERS WAY J E S P E R S E N R O A D ALIGNMENT "D" ALIGNMENT "E"07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA PI : 3 2 + 5 5 . 8 3 ' PI: 17+67.23' 193 438 1 1 8 119 1 1 8 119 1 1 7 1 1 8 1 1 9 120 119 118 11 8 PI: 17+67.23' PI : 3 2 + 5 5 . 8 3 ' Jespersen Road STA: 17+67.23 OFF: 0.00' L= STA: 32+55.83 OFF: 0.00 Venture Dr CENTERLINE INTERSECTION 32 + 33 + 34 + 35 + 1+ 2+ 3+ 1 + 2+ 1+ 2+ PI: 1+00.00' PI: 1+18 . 1 6 ' PC: 1+35.56' PT: 1+56.4 9 ' PC: 1+91.7 6 ' PCC: 2 + 3 8 . 8 6 ' 1+ 2+ 3+ PI: 1+00.00' PI: 1+58.2 8 ' PI: 1+89.22' PC: 2+22.2 9 ' PCC : 2 + 8 9 . 8 7 ' 1+ 2+ 1+ 1 + 2 + ALIGNMENT "CC" STA: 1+00.00 OFF: 0.00' = STA: 15+63.52 OFF: 18.00 Jespersen Rd STATION EQUATION ALIGNMENT "BB" STA: 1+00.00 OFF: 0.00' = STA: 15+42.53 OFF: -18.00 Jespersen Rd STATION EQUATION ALIGNMENT "DD" STA: 1+00.00 OFF: 0.00' = STA: 17+19.09 OFF: 37.90 Jespersen Rd STATION EQUATION ALIGNMENT "EE" STA: 1+00.00 OFF: 0.00' = STA: 18+06.55 OFF: 42.99 Jespersen Rd STATION EQUATION 115 113 114 116 117 C 1 9 7 C 1 9 8 C199 C 2 0 0 C2 0 1 C2 0 2 C 2 3 2 C 2 3 3 C23 4 C2 3 5 C 2 3 6 C290 L1 0 8 L1 0 9 L 1 1 0 L1 1 1 L 1 1 2 L113 L114 L 1 6 0 L 1 6 1 L 1 6 2 L 1 6 3 C288 L 8 5 L86 L 8 7 L88 L89 L 9 0 C155 C 1 5 6 C 1 5 7 C 1 5 8 C15 9 C16 0 C1 6 1 C 1 6 2 C1 6 3 C 1 6 4 C 2 1 2 L158 L159 C1 9 6 C289 C291 P C C : 1 + 0 0 . 0 0 ' P C C : 1 + 2 2 . 6 9 ' P T : 1 + 6 3 . 7 7 ' P I : 1 + 9 6 . 8 4 ' PI : 2 + 2 7 . 7 8 ' PI : 2 + 8 6 . 0 6 ' PCC : 1 + 0 0 . 0 0 ' PC C : 1 + 1 3 . 4 9 ' PT : 1 + 7 4 . 8 4 ' PC : 2 + 1 0 . 1 1 ' PT : 2 + 3 1 . 0 4 ' PI : 2 + 4 8 . 4 4 ' P I : 2 + 6 6 . 6 0 ' C204 C203 C20 5 C206 C293 C 2 9 2 C1 6 5 C166 C167C168 C1 6 9 C 1 7 0 C17 1C1 7 2 C 1 7 3 C1 7 4 L91 L9 2 L93 L9 4 L 9 5 L96 L 1 2 2 L 1 2 3 L124L125L126 L1 2 7 L1 2 8 C294 C2 9 5 C207C208 C 2 0 9 C210 C21 1 L 1 1 5 L 1 1 6 L117 L118 L11 9 L12 0 L179 2. 5 5 % 3.33 % 2.8 0 % 2 . 7 0 % 1.8 1 % 2 . 1 0 % 3. 1 8 % 2. 2 1 % 2. 0 0 % 2. 4 4 % 3 . 2 4 % 2.21% 2.36% 2.80% 3.53% 2.00%2.00% 3.14% 2.38% 2.76%2.2 0 % 3.16%2.63% 2 . 9 8 % 2. 7 7 % 118 L 1 7 8 STA: 16+92.03 OFF: 25.01' R STREET LIGHT STA: 33+31.04 OFF: 25.01' L STREET LIGHT 11 8 ALIGNMENT "AA" STA: 1+00.00 OFF: 0.00' = STA: 17+67.23 OFF: -35.00 Jespersen Rd STATION EQUATION ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' BE G I N T C = 1 1 6 . 7 6 F L = 1 1 6 . 2 6 ST A : 1 + 5 8 . 2 8 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 7 . 0 5 F L = 1 1 6 . 5 5 ST A : 1 + 8 9 . 2 2 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 7 . 2 1 F L = 1 1 6 . 7 1 ST A : 2 + 2 2 . 2 9 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 3 7 F L = 1 1 6 . 8 7 ST A : 2 + 9 4 . 6 1 O F F : 0 . 0 0 ' 1/ 2 D E L T A TC = 1 1 7 . 7 4 F L = 1 1 7 . 2 4 ST A : 1 + 6 8 . 3 1 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 1 0 F L = 1 1 6 . 6 0 41.88'9.48'11.59'33.07'20.90'58.28' C-232C-233C-236L-160L-161L-178 110 115 120 125 130 135 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 0.25% 16 15 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' BE G I N T C = 1 1 6 . 9 6 F L = 1 1 6 . 4 6 ST A : 1 + 1 8 . 1 6 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 7 . 0 8 F L = 1 1 6 . 5 8 ST A : 1 + 3 5 . 5 6 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 2 0 F L = 1 1 6 . 7 0 ST A : 1 + 9 1 . 7 6 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 5 9 F L = 1 1 7 . 0 9 ST A : 2 + 3 8 . 8 6 O F F : 0 . 0 0 ' PC C T C = 1 1 7 . 8 3 F L = 1 1 7 . 3 3 ST A : 1 + 5 6 . 4 9 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 3 5 F L = 1 1 6 . 8 5 ST A : 2 + 6 1 . 5 5 O F F : 0 . 0 0 ' 1/ 2 D E L T A TC = 1 1 7 . 9 4 F L = 1 1 7 . 4 4 ST A : 1 + 1 0 . 2 1 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 0 3 F L = 1 1 6 . 5 3 12.83'45.39'20.93'22.13'35.27'17.40'7.94' C-202C-201C-198L-112C-197L-111L-110 110 115 120 125 130 135 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 0.25% 1817 219.73' 110 115 120 125 130 135 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 0.00% C-196 ST A : 1 + 0 0 . 0 0 EL E V : 1 1 8 . 3 9 ST A : 3 + 2 0 . 0 6 EL E V : 1 1 8 . 3 9 14 14 Curve Table Curve # C155 C156 C157 C158 C159 C160 C161 C162 C163 C164 C165 C166 C167 C168 C169 C170 C171 C172 C173 C174 C196 C197 C198 C199 C200 Length 5.96 28.06 13.72 1.62 1.67 1.35 17.91 2.19 4.36 1.51 5.96 28.06 13.72 1.61 1.67 1.35 17.91 2.19 4.36 1.51 219.73 20.93 20.13 1.65 1.63 Radius 2.00 149.00 81.00 1.00 1.00 1.00 81.00 1.00 3.00 1.00 2.00 149.00 81.00 1.02 1.00 1.00 81.00 1.00 3.00 1.00 34.97 163.62 108.37 1.00 1.00 Delta 170°38'47" 10°47'21" 9°42'24" 92°32'16" 95°44'06" 77°26'19" 12°39'55" 125°29'18" 83°11'02" 86°33'16" 170°38'42" 10°47'21" 9°42'24" 90°18'01" 95°44'06" 77°26'19" 12°39'55" 125°29'18" 83°11'02" 86°33'16" 359°59'27" 7°19'45" 10°38'30" 94°16'22" 93°12'12" Curve Table Curve # C201 C202 C203 C204 C205 C206 C207 C208 C209 C210 C211 C212 C232 C233 C234 C235 C236 C288 C289 C290 C291 C292 C293 C294 C295 Length 12.83 45.39 15.37 1.62 1.63 11.59 20.93 20.13 1.65 1.63 27.08 26.98 9.48 41.88 1.62 1.63 11.59 0.64 1.18 0.99 1.18 1.18 0.64 0.70 1.18 Radius 108.38 48.38 128.37 1.00 1.00 128.37 163.62 108.37 1.00 1.00 108.38 48.38 48.37 128.38 1.00 1.00 128.37 0.82 0.50 1.26 0.50 0.50 0.82 0.90 0.50 Delta 6°46'58" 53°45'27" 6°51'30" 92°42'00" 93°36'03" 5°10'29" 7°19'45" 10°38'30" 94°16'22" 93°12'12" 14°19'07" 31°57'05" 11°13'21" 18°41'25" 92°42'00" 93°36'03" 5°10'29" 45°00'14" 135°00'00" 44°59'32" 135°00'00" 135°00'00" 44°58'51" 44°52'29" 134°59'52" ST A : 2 + 3 1 . 0 4 O F F : 0 . 0 0 ' EC T C = 1 1 8 . 7 7 F L = 1 1 8 . 2 7 ST A : 2 + 4 8 . 4 4 O F F : 0 . 0 0 ' AN G P T T C = 1 1 9 . 1 3 F L = 1 1 8 . 6 3 ST A : 2 + 6 6 . 6 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A TC = 1 1 9 . 3 6 F L = 1 1 8 . 8 6 ST A : 2 + 1 0 . 1 1 O F F : 0 . 0 0 ' BC T C = 1 1 8 . 2 7 F L = 1 1 7 . 7 7 ST A : 1 + 7 4 . 8 4 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 7 3 F L = 1 1 7 . 2 3 ST A : 1 + 1 3 . 4 9 O F F : 0 . 0 0 ' PC C T C = 1 1 8 . 1 1 F L = 1 1 7 . 6 1 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A TC = 1 1 8 . 0 0 F L = 1 1 7 . 5 0 27.08'26.98'20.93'20.13'35.27'17.40' C-212 C-211 C-208 L-126 C-207 L-125 8.09' L-124 1.00% 1.00%-0.88%2.40% 30.00' VC BV C : 2 + 3 3 . 0 0 EV C : 2 + 6 3 . 0 0 EL E V : 1 1 8 . 8 1 EL E V : 1 1 9 . 3 2 PVI ELEV = 119.17 PVI STA = 2+48.00 HIGH POINT ELEV = 119.32 HIGH POINT STA = 2+63.00 21.4 30.00' VC BV C : 1 + 0 5 . 0 0 EV C : 1 + 3 5 . 0 0 EL E V : 1 1 8 . 0 5 EL E V : 1 1 8 . 0 7 PVI ELEV = 118.20 PVI STA = 1+20.00 HIGH POINT ELEV = 118.13 HIGH POINT STA = 1+20.93 15.9 30.00' VC BV C : 1 + 6 8 . 8 6 EV C : 1 + 9 8 . 8 6 EL E V : 1 1 7 . 7 7 EL E V : 1 1 8 . 0 0 PVI ELEV = 117.64 PVI ELEV = 1+83.86 LOW POINT ELEV = 117.73 LOW POINT STA = 1+76.94 9.1 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 182 181 21 20 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' R 1/ 2 D E L T A TC = 1 1 7 . 9 4 F L = 1 1 7 . 4 4 ST A : 1 + 2 2 . 6 9 O F F : 0 . 0 0 ' R PC C T C = 1 1 7 . 8 3 F L = 1 1 7 . 3 3 ST A : 1 + 6 3 . 7 7 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 6 4 F L = 1 1 7 . 1 4 ST A : 1 + 9 6 . 9 0 O F F : 0 . 5 0 ' R AN G P T T C = 1 1 8 . 0 1 F L = 1 1 7 . 5 1 ST A : 2 + 2 7 . 7 8 O F F : 0 . 0 0 ' R AN G P T T C = 1 1 8 . 5 5 F L = 1 1 8 . 0 5 ST A : 2 + 8 6 . 0 4 O F F : 0 . 5 0 ' R EN D T C = 1 1 9 . 5 7 F L = 1 1 9 . 0 7 15.37'45.39'20.89'11.59'33.07'58.28' C-202 C-203 C-206 L-117 L-118 L-179 -0.77%1.86% 30.00' VC BV C : 1 + 6 4 . 0 6 EV C : 1 + 9 4 . 0 6 EL E V : 1 1 7 . 6 9 EL E V : 1 1 7 . 8 6 PVI ELEV = 117.58 PVI ELEV = 1+79.06 LOW POINT ELEV = 117.66 LOW POINT STA = 1+72.82 11.4 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 182 181 18 19 Line Table Line # L85 L86 L87 L88 L89 L90 L91 L92 L93 L94 L95 L96 L108 L109 L110 L111 L112 L113 L114 L115 Length 25.47 4.12 67.32 7.77 12.96 12.74 67.32 4.12 25.47 7.77 12.96 12.74 7.26 6.57 7.94 17.40 35.27 4.44 4.45 4.46 Direction N11°29'41"W S85°40'27"W S10°03'39"E N85°36'38"E S75°20'56"W S7°50'06"E N88°03'48"E S3°47'54"W S86°37'45"W S3°44'04"W N6°31'38"W N89°42'39"W S30°04'32"W N30°04'32"E S14°55'28"E S1°36'00"E S8°55'45"E N84°00'53"W N84°00'53"W S10°42'45"E Line Table Line # L116 L117 L118 L119 L120 L122 L123 L124 L125 L126 L127 L128 L158 L159 L160 L161 L162 L163 L178 L179 Length 4.45 33.07 20.89 6.57 7.45 7.41 6.57 8.09 17.40 35.27 4.44 4.45 4.46 4.45 33.07 20.90 6.57 7.44 58.28 58.28 Direction N10°42'45"W N88°03'48"E S83°48'24"E S51°11'36"W N51°14'56"E N51°48'02"W S51°48'02"E S83°11'58"W N83°28'33"W S89°11'42"W N14°06'34"E N14°06'34"E N71°09'48"E S71°09'48"W N10°03'39"W N1°55'51"W S46°55'51"E N46°55'51"W N10°03'39"W N88°03'48"E Je s p e r s e n R d - V e n t u r e D r R o u n d a b o u t S E 26 FILE NAME: 1493-0007-UT01-PIP4.DWG N J E S P E R S E N R O A D 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT VENTURE DRIVE SEE SHEET 27 JE S P E R S E N R O A D SE E S H E E T 27 ALIGNMENT "BB" - ROUNDABOUT TC PROFILE ALIGNMENT "CC" - ROUNDABOUT TC PROFILE ALIGNMENT "BB"ALIGNMENT "CC" ALIGNMENT "DD" VENTURE DRIVE ALIGNMENT "AA" ALIGNMENT "EE" 102 124 103 121 122 123 131 132 101 111 182 181 182 181 182 181 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS ALIGNMENT "DD" - ROUNDABOUT TC PROFILE ALIGNMENT "EE" - ROUNDABOUT TC PROFILE ALIGNMENT "AA" - ROUNDABOUT CIRCLE TC PROFILE 101 111 12210.0 0 ' NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) 14 15 16 17 18 19 20 21 104 104 104 104 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, PER CITY of SLO STD. DWG. 9020 (TYP) 103 STREET LIGHT PER STD. DWG. 7910. (TYP) 104 TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET . TYP. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 112 10' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. (TYP) 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 124 8" THICK, 10' WIDE CONCRETE APRON (#4 REBARS AT 16" O.C. - BOTH WAYS) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CURB FACE 182 TOP OF CURB PROFILE 73B 73 N 1 ° 1 9 ' 4 7 " E S 88°40'13" E Δ = 1 2 3 °0 3 ' 1 5 " 6.0 0 ', L = 9 8 . 8 0 ' Δ =16°31'21" R = 7 5.03', L=21.64' S 1 ° 1 9 ' 5 1 " W PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' PI: 17+67.23'PI: 17+67.23' PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' 31 + 32 + 33 + 17+ 18+ 1+ 2+ 3+ 1 + 3+ 1+ 1+ 2+ PCC: 1 + 1 3 . 4 9 ' PT: 1+68.34' PI: 2+01.41' PI: 2+32.34' PI: 2+90.62' 1 + 2+ P C C : 1 + 1 3 . 4 9 ' PT: 1+74.84' PC: 2+10.11' PT: 2+31.04' PI: 2+48.44' PI: 2+66.60' 1+ 2 + PI : 1 + 2 3 . 5 4 ' P C : 1 + 6 8 . 8 6 ' P C C : 2 + 2 3 . 7 1 ' 1+ 2+ PI : 1 + 0 0 . 0 0 ' PC : 1 + 3 2 . 5 8 ' P T : 1 + 7 0 . 7 4 ' P C : 1 + 8 6 . 5 7 ' PC C : 2 + 6 6 . 5 8 ' VENTURE DR. STA: 32+55.83 OFF: 0.00' R= STA: 17+67.23 OFF: 0.00 Jespersen Rd CENTERLINE INTERSECTION C 2 3 2 C 2 1 2 C 2 1 3 C2 1 4 C 2 1 5 C 2 1 6 C2 1 7 C2 1 8 C219 C 2 2 0 C2 2 1 C22 2 C223 C22 4 C22 5 C226 C227 C228 C 2 2 9 C230 C2 3 1 L129 L130 L1 3 1 L1 3 2 L 1 3 3 L 1 3 4 C297 C298 L13 7 L13 8 L 1 3 9 L1 4 0 L1 4 1 L142 L143 L 1 4 4 L 1 4 5 L146L147 L1 4 8 L1 4 9 C302 L 1 5 1 L 1 5 2 L153 L154 L155 L1 5 6 L1 5 7 C1 8 5 C186 C187 C1 8 8 C18 9 C1 9 0 C 1 9 1 C19 2 C19 3 C 1 9 4 L103 L104 L 1 0 5 L106 C175 C1 7 6 C1 7 7 C 1 7 8 C1 7 9 C18 0 C1 8 1 C 1 8 2 C18 3 C 1 8 4 L 9 7 L98 L 9 9 L100 L101 L1 0 2 L 1 8 0 C195 C1 9 6 C292 C301 C300 C299 C296 PCC: 2 + 3 8 . 8 6 ' 2 . 9 8 % 3 . 4 3 % 2 . 7 2 % 3 . 2 5 % 2. 7 7 % ALIGNMENT "FF" STA: 1+00.00 OFF: 0.00' = STA: 18+06.55 OFF: 42.99 Jespersen Rd STATION EQUATION ALIGNMENT "HH" STA: 1+00.00 OFF: 0.00' = STA: 30+84.37 OFF: -18.00 Venture Dr STATION EQUATION ALIGNMENT "II" STA: 0+90.00 OFF: 0.00' = STA: 30+42.12 OFF: 18.00 Venture Dr STATION EQUATION ALIGNMENT "AA" STA: 1+00.00 OFF: 0.00' = STA: 17+67.23 OFF: -35.00 Jespersen Rd STATION EQUATION STA: 31+80.63 OFF: 25.05' R STREET LIGHT STA: 18+42.43 OFF: 25.01' L STREET LIGHT ALIGNMENT "GG" STA: 1+00.00 OFF: 0.00' = STA: 18+10.22 OFF: -39.31 Jespersen Rd STATION EQUATION ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 8 . 0 0 F L = 1 1 7 . 5 0 ST A : 1 + 1 3 . 4 9 O F F : 0 . 0 0 ' PC C T C = 1 1 7 . 3 3 F L = 1 1 6 . 8 3 ST A : 1 + 6 8 . 3 4 O F F : 0 . 0 0 ' EC T C = 1 1 6 . 6 3 F L = 1 1 6 . 1 3 ST A : 2 + 3 2 . 3 4 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 6 . 7 8 F L = 1 1 6 . 2 8 ST A : 2 + 9 0 . 6 2 O F F : 0 . 0 0 ' EN D T C = 1 1 7 . 7 6 F L = 1 1 7 . 2 6 ST A : 2 + 0 1 . 4 1 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 6 . 5 8 F L = 1 1 6 . 0 8 ST A : 2 + 2 2 . 3 1 O F F : 0 . 0 0 ' BC T C = 1 1 6 . 6 9 F L = 1 1 6 . 1 9 29.14'26.98'13.61'33.07'20.90' 58.28' C-212 C-213 C-216 L-131 L-132 L-180 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+12 -0.30%0.98% 21 22 ST A : 1 + 8 8 . 9 6 EL E V : 1 1 7 . 7 3 LO W P O I N T 219.73' 110 115 120 125 130 135 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 0.00% C-196 ST A : 1 + 0 0 . 0 0 EL E V : 1 1 8 . 3 9 ST A : 3 + 2 0 . 0 6 EL E V : 1 1 8 . 3 9 14 14 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 8 . 0 0 F L = 1 1 7 . 5 0 ST A : 1 + 1 3 . 4 9 O F F : 0 . 0 0 ' PC C T C = 1 1 7 . 7 2 F L = 1 1 7 . 2 2 ST A : 2 + 3 1 . 0 4 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 2 0 F L = 1 1 6 . 7 0 ST A : 2 + 4 8 . 4 4 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 7 . 3 7 F L = 1 1 6 . 8 7 ST A : 2 + 6 6 . 6 0 O F F : 0 . 0 0 ' EN D T C = 1 1 7 . 5 5 F L = 1 1 7 . 0 5 ST A : 2 + 1 0 . 1 1 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 0 0 F L = 1 1 6 . 5 0 ST A : 1 + 7 4 . 8 4 O F F : 0 . 0 0 ' EC T C = 1 1 6 . 9 4 F L = 1 1 6 . 4 4 ST A : 2 + 5 6 . 5 4 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 4 5 F L = 1 1 6 . 9 5 27.08'26.98'20.93'22.15'35.27' 17.40'8.09' C-222 C-221 C-218 L-141 C-217 L-140 L-139 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 -0.30%0.92% 40.00' VC BV C : 1 + 7 4 . 1 2 EV C : 2 + 1 4 . 1 2 EL E V : 1 1 7 . 9 9 EL E V : 1 1 8 . 1 1 PVI ELEV = 117.93 PVI ELEV = 1+94.12 LOW POINT ELEV = 117.97 LOW POINT STA = 1+84.00 32.9 24 23 ST A : 1 + 8 4 . 0 0 EL E V : 1 1 7 . 7 5 LO W P O I N T ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' L BE G I N T C = 1 1 7 . 3 5 F L = 1 1 6 . 8 5 ST A : 1 + 2 3 . 5 4 O F F : 0 . 0 0 ' AN G . P T . T C = 1 1 7 . 7 3 F L = 1 1 7 . 2 3 ST A : 1 + 6 8 . 8 6 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 9 6 F L = 1 1 7 . 4 6 ST A : 2 + 2 3 . 7 1 O F F : 0 . 0 0 ' PC C T C = 1 1 8 . 1 3 F L = 1 1 7 . 6 3 ST A : 2 + 3 7 . 2 0 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 8 . 0 0 F L = 1 1 7 . 5 0 29.18'26.98'13.57'45.32'8.80' C-222C-223C-226L-146L-147 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 0.44% 25 24 ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' L BE G I N T C = 1 1 7 . 3 0 F L = 1 1 6 . 8 0 ST A : 1 + 3 2 . 5 8 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 5 5 F L = 1 1 7 . 0 5 ST A : 1 + 7 0 . 7 4 O F F : 0 . 0 0 ' EC T C = 1 1 7 . 8 4 F L = 1 1 7 . 3 4 ST A : 1 + 8 6 . 5 7 O F F : 0 . 0 0 ' BC T C = 1 1 7 . 9 4 F L = 1 1 7 . 4 4 ST A : 2 + 7 1 . 3 2 O F F : 0 . 0 0 ' 1/ 2 D E L T A T C = 1 1 7 . 7 4 F L = 1 1 7 . 2 4 ST A : 1 + 2 3 . 1 3 O F F : 0 . 0 0 ' AN G . P T . TC = 1 1 7 . 4 8 F L = 1 1 6 . 9 8 40.26'9.48'38.16'27.63'15.82'9.5'13.07' C-232C-231C-228L-155C-227L-154L-153 95 100 105 110 115 120 125 130 135 95 100 105 110 115 120 125 130 135 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 0.73%-0.25% 26 15 ST A : 2 + 3 6 . 0 0 EL E V : 1 1 8 . 3 0 HI G H P O I N T Curve Table Curve # C175 C176 C177 C178 C179 C180 C181 C182 C183 C184 C185 C186 C187 C188 C189 C190 C191 C192 C193 C194 C195 C196 C212 C213 C214 C215 Length 5.96 28.06 15.70 1.64 1.67 1.35 17.91 2.19 4.36 1.51 6.18 9.73 1.65 5.22 1.73 8.53 1.32 17.84 2.16 4.36 1.46 219.73 26.98 29.14 1.62 1.62 Radius 2.00 149.00 81.00 1.00 1.00 1.00 81.00 1.00 3.00 1.00 2.00 81.00 1.00 85.00 1.00 75.00 1.00 81.00 1.00 3.00 1.00 34.97 48.38 128.37 1.00 1.00 Delta 170°38'47" 10°47'21" 11°06'23" 93°56'15" 95°44'06" 77°26'19" 12°39'55" 125°29'18" 83°11'02" 86°33'16" 176°54'26" 6°53'05" 94°30'11" 3°31'12" 98°59'43" 6°30'49" 75°33'18" 12°37'14" 123°47'27" 83°14'56" 83°30'44" 359°59'27" 31°57'05" 13°00'18" 92°42'00" 92°42'00" Curve Table Curve # C216 C217 C218 C219 C220 C221 C222 C223 C224 C225 C226 C227 C228 C229 C230 C231 C232 C292 C296 C297 C298 C299 C300 C301 C302 Length 13.61 20.93 22.15 1.63 1.63 27.08 26.98 29.18 1.62 1.62 13.57 38.16 27.63 1.63 1.63 40.26 9.48 1.18 1.18 0.64 0.70 1.18 1.18 0.79 0.70 Radius 128.37 163.62 108.38 1.00 1.00 108.37 48.38 128.37 1.00 1.00 128.38 143.62 108.37 1.00 1.00 108.37 48.37 0.50 0.50 0.82 0.90 0.50 0.50 1.00 0.90 Delta 6°04'33" 7°19'45" 11°42'40" 93°12'12" 93°12'12" 14°19'07" 31°57'05" 13°01'26" 92°42'00" 92°42'00" 6°03'24" 15°13'27" 14°36'34" 93°12'12" 93°12'12" 21°17'11" 11°13'21" 135°00'00" 135°00'00" 45°00'14" 44°52'02" 135°00'00" 134°59'40" 45°00'00" 44°52'29" Venture at Earthwood Line Table Line # L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L129 L130 L131 L132 L133 L134 L137 L138 L139 Length 25.47 4.43 69.33 7.77 12.96 12.74 39.30 49.64 13.10 12.86 4.46 4.46 33.07 20.90 6.57 7.44 7.41 6.57 8.09 Direction S3°22'15"E S86°12'06"E N1°56'13"W N86°15'56"W N83°28'22"E N0°17'21"E N89°20'31"E S86°14'54"W S6°26'09"E S89°41'05"E S79°17'15"W S79°17'15"W N1°56'13"W N6°11'36"E S38°48'24"E N38°48'24"W S38°11'58"W N38°11'58"E S6°48'02"E Line Table Line # L140 L141 L142 L143 L144 L145 L146 L147 L148 L149 L151 L152 L153 L154 L155 L156 L157 L180 Length 17.40 35.27 4.45 4.45 4.46 4.46 45.32 8.80 6.57 7.36 7.41 6.57 13.07 9.45 15.82 4.45 4.45 58.28 Direction S6°31'27"W S0°48'18"E N75°53'26"W N75°53'26"W S10°41'36"E S10°41'36"E S88°03'48"W N88°39'51"W N46°19'48"E S46°19'47"W S51°48'02"E N51°48'02"W N83°11'58"E S78°31'39"E N86°14'54"E S14°03'41"W S14°03'41"W N1°56'13"W Je s p e r s e n R d - V e n t u r e D r R o u n d a b o u t N W 27 FILE NAME: 1493-0007-UT01-PIP4.DWG N 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT VENTURE DRIVE JE S P E R S E N R O A D SE E S H E E T 26 ALIGNMENT "II" ALIGNMENT "HH" ALIGNMENT "GG" VENTURE DRIVE SEE SHEET 26 JE S P E R S E N R O A D ALIGNMENT "AA" ALIGNMENT "FF" ALIGNMENT "FF" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "AA" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "GG" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "HH" - ROUNDABOUT CIRCLE TC PROFILE ALIGNMENT "II" - ROUNDABOUT CIRCLE TC PROFILE REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, PER CITY of SLO STD. DWG. 9020 (TYP) 103 STREET LIGHT PER STD. DWG. 7910. (TYP) 104 TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET . TYP. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 112 10' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 6" HIGH PCC STAND ALONE CURB PER STD. DWG. 4020. (TYP) 123 26" WIDE PCC MOUNTABLE ISLAND CURB (SEE DETAIL , SHEET ) 124 8" THICK, 10' WIDE CONCRETE APRON (#4 REBARS AT 16" O.C. - BOTH WAYS) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 180 PROFILES 181 EXISTING GRADE PROFILE AT CURB FACE 182 TOP OF CURB PROFILE 102 124 103 121 122 123 131 132 111 112 182 181 182 181 182 181 182 181 182 181 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 10.0 0 ' NO VERTICAL OBSTRUCTIONS EXCEEDING 3' IN HEIGHT WITHIN THIS AREA (TYP.) 14 15 26 25 24 23 22 21 122 104 104 104 104 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 73B 73 N 1 ° 1 9 ' 4 7 " E S 88°40'13" E Δ = 1 2 3 ° 0 3 ' 1 5 " R = 4 6.0 0 ' , L = 9 8 . 8 0 ' Δ =16°31'21" R = 7 5.03', L=21.64' S 1 ° 1 9 ' 5 1 " W PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' PI: 17+67.23' 193 438 1 1 7 1 1 8 1 2 0 119 1 1 5 1 1 4 11 6 11 7 1 1 7 117 1 1 8 119 11 8 1 1 7 1 1 8 1 1 9 1 2 0 1 1 9 118 118118 11 8 PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' 31 + 32 + 33 + 34 + 35 + 17+ 18+ 1+ 2+ 3+ 1 + 2+ 1+ 2+ 1+ 2+ 3+ 1+ 2+ 1+ 2+ 1 + 2+ 1+ 2 + 1+ 2+ PI : 1 + 0 0 . 0 0 ' ALIGNMENT "GG" STA: 1+00.00 OFF: 0.00' = STA: 18+10.22 OFF: -39.31 Jespersen Rd STATION EQUATIONALIGNMENT "HH" STA: 1+00.00 OFF: 0.00' = STA: 30+84.37 OFF: -18.00 Venture Dr STATION EQUATION ALIGNMENT "II" STA: 0+90.00 OFF: 0.00' = STA: 30+42.12 OFF: 18.00 Venture Dr STATION EQUATION ALIGNMENT "AA" STA: 1+00.00 OFF: 0.00' = STA: 17+67.23 OFF: -35.00 Jespersen Rd STATION EQUATION ALIGNMENT "CC" STA: 1+00.00 OFF: 0.00' = STA: 15+63.52 OFF: 18.00 Jespersen Rd STATION EQUATION ALIGNMENT "BB" STA: 1+00.00 OFF: 0.00' = STA: 15+42.53 OFF: -18.00 Jespersen Rd STATION EQUATION ALIGNMENT "DD" STA: 1+00.00 OFF: 0.00' = STA: 17+19.09 OFF: 37.90 Jespersen Rd STATION EQUATION ALIGNMENT "EE" STA: 1+00.00 OFF: 0.00' = STA: 18+06.55 OFF: 42.99 Jespersen Rd STATION EQUATION 115 113 114 116 117 118 ST A : 3 1 + 9 5 . 0 1 O F F : 8 . 2 9 ' L EC T C = 1 1 8 . 5 5 F L = 1 1 8 . 0 5 ST A : 3 1 + 8 2 . 1 5 O F F : 8 . 0 6 ' L EC T C = 1 1 8 . 5 5 F L = 1 1 8 . 0 5 S T A : 3 1 + 6 9 . 9 5 O F F : 6 . 8 7 ' L E C T C = 1 1 8 . 5 2 F L = 1 1 8 . 0 2 S T A : 3 1 + 2 0 . 5 0 O F F : 2 . 4 7 ' L E C T C = 1 1 8 . 3 1 F L = 1 1 7 . 8 1 ST A : 3 1 + 9 8 . 3 8 O F F : 8 . 3 2 ' R EC T C = 1 1 8 . 7 5 F L = 1 1 8 . 2 5 ST A : 3 1 + 8 1 . 6 1 O F F : 2 . 3 2 ' R EC T C = 1 1 8 . 8 2 F L = 1 1 8 . 3 2 ST A : 3 1 + 6 9 . 7 5 O F F : 0 . 4 0 ' R EC T C = 1 1 8 . 8 2 F L = 1 1 8 . 3 2 ST A : 3 1 + 6 0 . 0 3 O F F : 0 . 1 6 ' R EC T C = 1 1 8 . 7 8 F L = 1 1 8 . 2 8 ST A : 3 1 + 2 0 . 7 5 O F F : 1 . 5 2 ' R EC T C = 1 1 8 . 4 0 F L = 1 1 7 . 9 0 STA: 31+98.04 O F F : 5 . 6 9 ' L EC TC= 118. 5 3 F L = 1 1 8 . 0 3 STA: 31+99.81 O F F : 7 . 2 9 ' R EC TC= 118. 7 7 F L = 1 1 8 . 2 7 STA: 16+12.14 OFF: 1.04' R PCC TC= 118.47 FL= 117.97 STA: 16+ 4 0 . 1 6 O F F : 1 . 3 8 ' R EC TC= 1 1 8 . 5 5 F L = 1 1 8 . 0 5 STA: 16+ 6 5 . 5 4 O F F : 0 . 7 1 ' L EC TC= 1 1 8 . 6 7 F L = 1 1 8 . 1 7 STA: 16+79.24 OFF: 0.67' L EC TC= 118.72 FL= 118.22 STA: 16+93.09 OF F : 1 . 7 7 ' R EC TC= 118.73 F L = 1 1 8 . 2 3 STA : 1 7 + 0 9 . 7 4 O F F : 8 . 2 6 ' R EC T C = 1 1 8 . 6 6 F L = 1 1 8 . 1 6 STA: 17+06. 4 0 O F F : 8 . 1 9 ' L EC TC=118 . 6 6 F L = 1 1 8 . 1 6 STA: 16+93. 6 6 O F F : 7 . 9 6 ' L EC TC=118 . 6 0 F L = 1 1 8 . 1 0 STA: 16+7 9 . 4 5 O F F : 6 . 7 8 ' L EC TC=1 1 8 . 5 5 F L = 1 1 8 . 0 5 STA: 16+1 2 . 2 4 O F F : 2 . 9 5 ' L EC TC=1 1 8 . 4 2 F L = 1 1 7 . 9 2 STA: 18+28.07 OFF: 8.19' R EC TC= 118.55 FL= 118.05 ST A : 1 8 + 2 4 . 7 2 O F F : 8 . 2 6 ' L EC T C = 1 1 8 . 6 1 F L = 1 1 8 . 1 1 S T A : 1 8 + 2 3 . 2 7 O F F : 7 . 2 3 ' L E C T C = 1 1 8 . 6 5 F L = 1 1 8 . 1 5 S T A : 1 8 + 2 5 . 0 4 O F F : 5 . 6 0 ' R E C T C = 1 1 8 . 6 4 F L = 1 1 8 . 1 4 S T A : 1 7 + 0 9 . 4 3 O F F : 5 . 6 0 ' L E C T C = 1 1 8 . 7 3 F L = 1 1 8 . 2 3 S T A : 1 7 + 1 1 . 2 0 O F F : 7 . 2 3 ' R E C T C = 1 1 8 . 6 9 F L = 1 1 8 . 1 9 STA: 18+40.80 OFF: 7.96' R EC TC= 118.46 FL= 117.96 STA: 18+53.01 OFF: 6.90' R EC TC= 118.40 FL= 117.90 STA: 19+22.22 OFF: 2.95' R EC TC= 118.58 FL= 118.08 STA: 1 8 + 4 1 . 3 7 O F F : 1 . 7 7 ' L EC T C = 1 1 8 . 6 4 F L = 1 1 8 . 1 4 STA: 18+53.25 O F F : 0 . 4 8 ' R EC TC=118.6 0 F L = 1 1 8 . 1 0 STA: 18+68.93 OFF: 0 . 7 1 ' R EC TC=118.50 FL= 1 1 8 . 0 0 STA: 18+94.31 OFF: 1 . 3 8 ' L EC TC=118.45 FL= 1 1 7 . 9 5 STA: 19+22.32 O F F : 1 . 0 4 ' L EC TC=118.63 F L = 1 1 8 . 1 3 ST A : 3 3 + 1 3 . 3 2 O F F : 8 . 2 6 ' L EC T C = 1 1 8 . 5 5 F L = 1 1 8 . 0 5 STA: 33+13.64 O F F : 5 . 6 0 ' R EC TC= 118. 5 7 F L = 1 1 8 . 0 7 STA: 33+11.87 O F F : 7 . 2 3 ' L EC TC= 118. 5 8 F L = 1 1 8 . 0 8 ST A : 3 3 + 2 9 . 9 7 O F F : 1 . 7 7 ' L EC T C = 1 1 8 . 4 7 F L = 1 1 7 . 9 7 ST A : 3 3 + 4 3 . 8 2 O F F : 0 . 6 7 ' R EC T C = 1 1 8 . 3 4 F L = 1 1 7 . 8 4 S T A : 3 3 + 5 7 . 5 3 O F F : 0 . 7 1 ' R E C T C = 1 1 8 . 1 9 F L = 1 1 7 . 6 9 S T A : 3 3 + 8 2 . 9 1 O F F : 1 . 3 8 ' L E C T C = 1 1 8 . 3 8 F L = 1 1 7 . 8 8 ST A : 3 4 + 1 0 . 9 2 O F F : 1 . 0 4 ' L EC T C = 1 1 8 . 9 5 F L = 1 1 8 . 4 5 ST A : 3 3 + 1 6 . 6 7 O F F : 8 . 1 9 ' R EC T C = 1 1 8 . 4 9 F L = 1 1 7 . 9 9 ST A : 3 3 + 2 9 . 4 0 O F F : 7 . 9 2 ' R BC T C = 1 1 8 . 5 0 F L = 1 1 8 . 0 0 S T A : 3 4 + 1 0 . 8 2 O F F : 2 . 9 5 ' R B C T C = 1 1 8 . 8 8 F L = 1 1 8 . 3 8 S T A : 3 3 + 4 3 . 6 1 O F F : 6 . 7 8 ' R E C T C = 1 1 8 . 2 1 F L = 1 1 7 . 7 1 11 8 Je s p e r s e n R d - V e n t u r e D r R o u n d a b o u t M e d i a n s 28 FILE NAME: 1493-0007-UT01-PIP4.DWG N 00 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT J E S P E R S E N R O A D ALIGNMENT "II" ALIGNMENT "HH" ALIGNMENT "GG" ALIGNMENT "AA" ALIGNMENT "FF" 33.5 0 ' 2 3 . 5 0 ' ALIGNMENT "BB" ALIGNMENT "CC" VENTURE DRIVE JE S P E R S E N R O A D ALIGNMENT "DD" ALIGNMENT "EE" VENTURE DRIVE ME M P H I S B E L L E WA Y ( P h a s e 2 - 3 ) (3) Contech Concrete Arch Culverts (37'x8'; 48'-5"x8'-6"). Shop drawing per separate submittal. 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA N 1°36'39" E Δ =31°26'41" R =3 2 5.00',L=178.37' P C : 2 + 0 0 . 4 4 ' 116 1 2 0 2 +3+ FL = 1 1 5 . 4 5 TC = 1 1 5 . 9 4 FL = 1 1 5 . 4 4 FL= 115.51 TC= 115.89 FL= 115.39 0.47% 1. 5 0 % 5.88% 0.3 4 % 1. 5 0 % 115 116 1. 5 0 % 1. 5 0 % C251 C252 L18 1 L183 L184 L186 ST A : 2 + 6 6 . 5 4 O F F : 1 8 . 0 0 ' R TC = 1 1 5 . 7 1 F L = 1 1 5 . 2 1 EN D B I K E R A M P T A P E R ST A : 2 + 6 4 . 2 4 O F F : 1 8 . 0 0 ' L TC = 1 1 5 . 6 8 F L = 1 1 5 . 1 8 EN D B I K E R A M P T A P E R ST A : 2 + 5 5 . 3 5 O F F : 2 1 . 8 3 ' L EC T C = 1 1 5 . 6 4 F L = 1 1 5 . 1 4 ST A : 2 + 4 7 . 6 5 O F F : 2 3 . 5 0 ' L BC T C = 1 1 5 . 5 9 F L = 1 1 5 . 0 9 ST A : 2 + 4 1 . 0 2 O F F : 2 3 . 5 0 ' L TC = 1 1 5 . 5 2 ST A : 2 + 5 6 . 1 6 O F F : 2 2 . 1 3 ' R EC T C = 1 1 5 . 6 5 F L = 1 1 5 . 1 5 ST A : 2 + 4 8 . 5 7 O F F : 2 3 . 5 0 ' R BC T C = 1 1 5 . 6 0 F L = 1 1 5 . 1 0 ST A : 2 + 4 1 . 0 2 O F F : 2 3 . 5 0 ' R TC = 1 1 5 . 5 2 S T A : 2 + 0 8 . 3 6 O F F : 2 4 . 7 6 ' R S T R E E T L I G H T Line Table Line # L181 L183 L184 L186 Length 10.18 7.11 12.02 7.00 Direction S34°11'32"W S9°29'08"W S10°21'58"E S9°25'48"W Curve Table Curve # C251 C252 Length 8.47 5.78 Radius 20.00 20.00 Delta 24°15'31" 16°33'57" PI : 3 2 + 5 5 . 8 3 ' PI: 17+67.23' PI : 3 2 + 5 5 . 8 3 ' 33 + 34 + 2+ 1 + 2+ 2+ S T A : 1 8 + 2 3 . 2 7 O F F : 7 . 2 3 ' L E C T C = 1 1 8 . 6 5 F L = 1 1 8 . 1 5 S T A : 1 7 + 0 9 . 4 3 O F F : 5 . 6 0 ' L E C T C = 1 1 8 . 7 3 F L = 1 1 8 . 2 3 S T A : 1 7 + 1 1 . 2 0 O F F : 7 . 2 3 ' R E C T C = 1 1 8 . 6 9 F L = 1 1 8 . 1 9 ST A : 3 3 + 1 3 . 3 2 O F F : 8 . 2 6 ' L EC T C = 1 1 8 . 5 5 F L = 1 1 8 . 0 5 STA: 33+13.64 O F F : 5 . 6 0 ' R EC TC= 118. 5 7 F L = 1 1 8 . 0 7 STA: 33+11.87 O F F : 7 . 2 3 ' L EC TC= 118. 5 8 F L = 1 1 8 . 0 8 ST A : 3 3 + 2 9 . 9 7 O F F : 1 . 7 7 ' L EC T C = 1 1 8 . 4 7 F L = 1 1 7 . 9 7 ST A : 3 3 + 4 3 . 8 2 O F F : 0 . 6 7 ' R EC T C = 1 1 8 . 3 4 F L = 1 1 7 . 8 4 S T A : 3 3 + 5 7 . 5 3 O F F : 0 . 7 1 ' R E C T C = 1 1 8 . 1 9 F L = 1 1 7 . 6 9 S T A : 3 3 + 8 2 . 9 1 O F F : 1 . 3 8 ' L E C T C = 1 1 8 . 3 8 F L = 1 1 7 . 8 8 ST A : 3 4 + 1 0 . 9 2 O F F : 1 . 0 4 ' L EC T C = 1 1 8 . 9 5 F L = 1 1 8 . 4 5 ST A : 3 3 + 1 6 . 6 7 O F F : 8 . 1 9 ' R EC T C = 1 1 8 . 4 9 F L = 1 1 7 . 9 9 ST A : 3 3 + 2 9 . 4 0 O F F : 7 . 9 2 ' R BC T C = 1 1 8 . 5 0 F L = 1 1 8 . 0 0 ST A : 3 4 + 1 0 . 8 2 O F F : 2 . 9 5 ' R B C T C = 1 1 8 . 8 8 F L = 1 1 8 . 3 8 S T A : 3 3 + 4 3 . 6 1 O F F : 6 . 7 8 ' R E C T C = 1 1 8 . 2 1 F L = 1 1 7 . 7 1 Je s p e r s e n R o a d A c c e s s R a m p s 29 FILE NAME: 1493-0007-UT01-PIP4.DWG N 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT JESPERSEN ROAD 102 131 132 121 121 REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 YELLOW TRUNCATED DOMES PER CALTRANS STD. A88A. (TYP) 102 SURVEY MONUMENT AND WELL, PER CITY of SLO STD. DWG. 9020 (TYP) 103 STREET LIGHT PER STD. DWG. 7910. (TYP) 104 TACTILE DIRECTIONAL INDICATOR (TDI) ACROSS THE RAMP HERE. 12" WIDE, THE FULL LENGTH OF THE RAMP. USE 6"X12" TURFTILE GALVANIZED STEEL TACTILE DIRECTION INDICATOR, OR EQUAL. USE 2 ROWS OF TILES FOR FULL 12" WIDTH. SEE DETAIL, SHEET . TYP. 110 SIDEWALKS, DRIVEWAYS AND RAMPS 111 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE C) MODIFIED TO SINGLE RAMP TO LANDING, (TYP). 112 CONC. ACCESSIBLE RAMP PER CALTRANS STD. RSP A88A (CASE F), (TYP). 113 10' WIDE, PCC SIDEWALK, OVER COMPACTED CLASS II AGG. BASE PER STD. DWG. 4110. (TYP) 120 CURB AND GUTTER 121 6" CONCRETE CURB WITH 18" GUTTER PER STD. DWG. 4030. (TYP) 122 CONCRETE CROSS GUTTER AND SPANDREL PER STD. DWG. 4310. (TYP) 130 PAVEMENT 131 4.5" MINIMUM ASPHALTIC CONCRETE, TYPE 'A', PER SECTION 39 OF THE CALTRANS STD. SPEC'S. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 132 24" MINIMUM CLASS II AGGREGATE BASE. SEE ENG. STD. 7110 FOR PAVEMENT STRUCTURAL SECTIONS, SOILS REPORT R VALUE AND T.I. (STREET CLASSIFICATION) WILL HELP DETERMINE THE STRUCTURAL SECTION. GEOTECHNICAL REPORT WOULD ALSO HAVE A RECOMMENDATION MOST STRINGENT OF THE TWO WILL PREVAIL. 133 SAWCUT TO A NEAT AND CLEAN EDGE. TREAT WITH ASPHALT EMULSION BEFORE PLACEMENT OF NEW A.C. SECTION. REMOVE A MIN. OF 2' FROM EDGE OF PAVEMENT, OR AS DIRECTED BY THE INSPECTOR. 180 PROFILES 181 EXISTING GRADE PROFILE AT CURB FACE 182 TOP OF CURB PROFILE 104 111 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 104 133 RAISED BIKE PATH PER MODIFIED SLO CITY STD. 7325, SEE SHEET 71. USE 4,000 psi CONCRETE WITH #4 REBARS AT 16" O.C. (BOTH WAYS). 111 111 Scale: 1"= 10' TYPICAL ROUNDABOUT SPLITTER ISLAND SURFACING DETAIL1 STAMPED CONCRETE NOTES: 1.6" THICK STAMPED CONCRETE, COLORED DAVIS COLORS SAN DIEGO BUFF (#5237) 2.RIVER ROCK PATTERN 3.INSTALL PER MANUFACTURER RECOMMENDATIONS Scale: NTS STAMPED CONCRETE DETAIL2 INNER ISLAND TO HAVE STAMPED CONCRETE PER DETAIL 2, THIS SHEET. 1 0 3 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 73 INNER ISLAND TO HAVE STAMPED CONCRETE PER DETAIL 2, THIS SHEET. 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 381 382 383 384 385 367 366 365 368 369 370 371 372 364 363 362 373 374 361 360 375 376 359 358 377 378 357 356 379 380 355 393 394 395 412 413 414 415 416 417 418411396 397 410 419 420409398 399 408 421 400 407 422 423406401 402 405 424 425404403 430 431 432 433 429 428 427 387 388 389 390 391 392 232 231 228 227 226229230233 205 206 209 208 207 212 211 210 215 214 213 218 217 216 221 220 219 222 223 225 224 234 239 238235 240 241 242 237236 243 244 246 245 248 247 249 250 251 254 253 252 257 256 255 260 259 258 261 262 263 266 265 264 267 268 269 270 271 272 273 276 275 274 277 278 279 282 281 280 283 284 285 287 286 288 289 290 291 292 293 297 296 295 294 307 306 305 304 308 309 310 311 321 320 319 318 322 323 324 325 298 299 300 301 302 303 314 313 312 315 316 317 192 193 197 194 195 196 199 198 439 201 330 326 327 186 187 329 438 201 437 436 426 386 434 435 328 S TEL TEL FO COMMTELTELCOMMCOMM GGG G G G G XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXX X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V VXVXVX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX 1+ 2+ 3+ 4+ 5+ 6+ 7+ 8+ 9+ 10+ 11+ 12+ 13+ 14+ 15+ 16+ 17+ 18+ 19+ 20+ 21+ WL WL WL WL WL WL WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SS SD SS SS SS SS SS SS SD SS SD SD SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SS SD SS SS SS SD SSSS SS SS SS SS SS SS SS SS SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS RC W RC W RC W RC W RC W RC W RC W RC W RC W RC W RC W RCW RCW SS F M SS F M SS F M SS F M SS F M SS F M SSFM SS F M SS F M SS F M SSF M SS F M SS F M WL WL WL WL WL WLWL WLWL WL WL WLWLWLWL WL WL WL WL RCW RCW RC W RC W RC W RC W RC W WL WL SS SS SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD WL WL WL CO CO CO CO COCO SSSS SS CO CO CO SS CO CO C O CO CO COCO SS SS CO CO CO CO SS CO CO CO CO SS SS SS SSSSSS SSSS SSSS SS SS SS RC W RC W SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD 18 " H D P E S D SS SS SS WL WL WL WL WL WLWL WL WL WL WL WL WLWLWL WL WL W L W L WL SS SD SD SDSD SD SD SD SD SD SD SD S S SD SD SD SD SD WL >>>>>>>>>>>>>>>>>>>> SD CO CO CO CO CO SD SD COCO CO CO CO CO SDSD WL WL SS RCW RCW RCW WL SS SS SD SD SD RCW SD WL SD L/ G L/ G L/ G L/ G L/ G L/ G L/ G L/ G L/ G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/ G L/ G L/ G L/ G L/ G L / G L/GL/G L/GL/GL/GL/GL/GL/G SDSS SD WL WL WL WL WL WL W L W L W L W L L/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/G L/ G L/ G L/ G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/ G L/ G L/ G L/ G L/G L/G L/G L/G L/G L/ G L/ G L/ G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/ G L/ G L/ G L/ G L/ G L/G L/G L/G L/G L/ G L/G L/G L/G L / G L/ G L/ G L/ G L/ G L/ G L/ G L/G L/G L/G L/ G L/GL/G L/G L/ G L/ G L/ G L/ G L/ G L/ G L/G L/ G L/ G L/ G L/G L/ G L/G L/G L/G L/ G L/G L/G L/G L/G L / G L/ G L/ G L/ G L/ G L/ G L/G L/GL/G L/GL/G L/ G L/ G L/ G L/ G L/G L/G L / G L/ G L/ G L/GL/GL/G L/G L/G L/ G L/ G L/ G L/ G L/ G L/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/G L/G L/ G L/ G L/ G L/ G L/GL/G L/ G L/ G L/G L/ G L/ G L/G L/G L/GL/GL/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/ G L/ G L/G L/ G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/G L/ G L/G L/G L/G L/G L/GL/GL/GL/G L/G L/G L/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/GL/G L/G L/ G L/ G L/ G L/G WL SD SD SD Co m p o s i t e U t i l i t y P l a n 30 FILE NAME: 1493-0007-UT01-COMP-UTIL.DWG N00100200 (IN FEET) 50 GRAPHIC SCALE 1 IN = 100 FT SETBACK SETBACK RIPARIAN (STATE WETLAND) EXST 100 YEAR FLOOD PLAIN EXST 100 YEAR FLOOD PLAIN STATE WETLAND LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK DOOLITTLE DRIVE YE A G E R C O U R T EA R H A R T W A Y CO L E M A N L A N E HUGHES LANE LA N G L E Y S T R E E T VENTURE DRIVE PI P E R L A N E MEMPHIS BELLE WAY FOXTROT COURT KITTY HAWK COURT JE S P E R S E N R O A D WRIGHT BROTHERS WAY CESSNA COURT BUCKLEY ROAD 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 1 1 / 2 0 2 5 RE M O V A L O F " A R E A O F D E F E R R E D SU B M I T T A L " RM S 1 1 T E L T E L F O C O M M > > X X X X X X X X X X X X X X X X X X 354 426 1 + 2 + 3 + 4+ 5+ 6+ 7+ 8 + 31+ RCWRCW RCW RCW RCW WL WL WL WL SS SS SS SS SS SS 12" DIP C L . 3 5 0 R W 8" PVC W L 1 2 "D I P C L .3 5 0 R W 12"DIP CL .3 5 0 R W 8" P V C W L S S SS SS SD SD S D SDSD SD SD SD SD S D S D RCW RCW RCW STA:4+70.36 OFF:6.00 R 48" SS MH #101 RIM=117.47 FL IN= 103.40(SW) FL IN= 103.40(NE) FL OUT= 103.20(NW) STA:6+86.60 OFF:6.00 R 48" SS MH #102 RIM=119.62 FL OUT= 112.42(SW) STA:2+17.23 OFF:13.03 L 48" SD MH #778 RIM=114.90 FL(IN)=106.17(N) FL(IN)=106.07(E) FL(OUT)=105.97(W) PER MASS GRADING PLAN STA:4+89.36 OFF:13.00 L 48" SD MH #734 RIM=117.43 FL(IN)=108.45(NE) FL(IN)=108.55(NW) FL(OUT)=108.35(SW) STA:5+23.53 OFF:13.00 L 48" SD MH #735 RIM=117.85 FL(IN)=109.44(NE) FL(IN)=109.54(NW) FL(IN)=109.54(SE) FL(OUT)=109.34(SW) SS SS STA:18+54.08 OFF:48.24 L SLOCo D-2a Riser #525 RIM=113.00 FL(OUT)=106.57(SW) PER MASS GRADING PLAN STA:2+19.09 OFF:20.58 R SLO 72 DI #618 TC=115.19 FL(IN)=106.33(NE) FL(IN)=106.33(SE) FL(OUT)=106.23(W) PER MASS GRADING PLAN STA:2+16.71 OFF:20.69 L SLO 72 DI #596 TC=115.17 FL(IN)=105.91(E) FL(OUT)=105.81(W) PER MASS GRADING PLAN STA:5+23.53 OFF:18.00 R SLO 60 DI #573 TC=118.16 FL(OUT)=110.03(NW) STA:5+23.53 OFF:18.00 L SLO 60 DI #572 TC=118.16 FL(OUT)=109.72(SE) WL WL WL 8" IPS S D R 1 7 H D P E S S 2 4 "HDPE SD 24" HDP E S D 3 0 " H D P E S D 18 " H D P E S D 18" HDPE SD 3 0 " H D P E S D 8 "IP S S DR 17 HDPE SS 126+ 127+ SD R C W R C W S S 4 2 " H D P E S D P E R M A S S G R A D I N G P L A N 1 2 "P V C W L 24 " H D P E S D P E R M A S S G R A D I N G STA: 1+75.14 OFF: 6.00' R STA: 1+75.34 OFF: 0.00' L S D STA: 7+20.34 OFF: 20.00' L FIRE HYDRANT 4" BLIND FLANGE STA: 1+75.33 OFF: 6.00' L 8" PVC S S 4 " P V C S L E E V E 8 " P V C S L E E V E ST A : 6 + 8 3 . 1 1 4" S E W E R L A T E R A L N 1°37 ' 3 5 " E N 33°03' 2 1 " E STA: 2+32.11 OFF: 20.00' L FIRE HYDRANT STA:2+56.73 OFF:13.00 L FL=106.49(N) ST A : 3 + 2 6 . 5 3 3/ 4 " I R R I G A T I O N WA T E R M E T E R ST A : 5 + 8 8 . 6 9 1 " I R R . M E T E R ST A : 5 + 9 5 . 1 9 2" D O M E S T I C WA T E R M E T E R STA: 3+02.11 OFF: 42.00' L END OF SLEEVE STA: 3+02.03 OFF: 42.00' R END OF SLEEVE 100 105 110 115 120 100 105 110 115 120 100 105 110 115 120 100 105 110 115 120 104 105 110 115 120 104 105 110 115 120 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 1.00% 1.05% 0.92%ST A : 1 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 5 . 2 0 ST A : 1 2 6 + 4 0 . 1 6 B U C K ST A : 4 + 7 6 . 3 6 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 6 4 ST A : 3 1 + 7 6 . 5 4 H u g h e s L n 8" IPS SDR 1 7 H D P E S S 4 . 2 5 % 8" PVC WL 12" DIP CL. 350 RW FL(IN)=103.40(SW) FL(IN)=103.40(NE) FL(OUT)=103.20(NW) 48 " S S M H # 1 0 1 RI M = 1 1 7 . 4 7 FL(OUT)=112.42(SW) ST A : 6 + 8 6 . 6 0 O F F : 6 . 0 0 ' R 48 " S S M H # 1 0 2 RI M = 1 1 9 . 6 2 24" HDPE SD 0.50% ST A : 5 + 2 3 . 5 3 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 5 RI M = 1 1 7 . 8 5 48 " S D M H # 7 3 4 RI M = 1 1 7 . 4 3 24" HDPE SD 29.6 LF 3.00% ST A : 2 + 1 7 . 2 3 O F F : 1 3 . 0 3 ' L 48 " S D M H # 7 7 8 RI M = 1 1 4 . 9 0 24" HDPE SD 0.79% FL(IN)=106.17(N) FL(IN)=106.07(E) FL(OUT)=105.97(W)FL(IN)=108.45(NE) FL(IN)=108.55(NW) FL(OUT)=108.35(SW) FL(IN)=109.44(NE) FL(IN)=109.54(NW) FL(IN)=109.54(SE) FL(OUT)=109.34(SW) FL(OUT)=109.72(SE) ST A : 5 + 2 3 . 5 3 O F F : 1 8 . 0 0 ' L SL O 6 0 D I # 5 7 2 TC = 1 1 8 . 1 6 FL(IN)=109.44(NE) FL(IN)=109.54(NW) FL(IN)=109.54(SE) FL(OUT)=109.34(SW) ST A : 5 + 2 3 . 5 3 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 5 RI M = 1 1 7 . 8 5 18" HDPE SD 3.7 LF 5.00% 18" HDPE SD 29.7 LF 1.64% FL(OUT)=110.03(NW) ST A : 5 + 2 3 . 5 3 O F F : 1 8 . 0 0 ' R SL O 6 0 D I # 5 7 3 TC = 1 1 8 . 1 6 FL(IN)=105.91(E) FL(OUT)=105.81(W) ST A : 2 + 1 6 . 7 1 O F F : 2 0 . 6 9 ' L SL O 7 2 D I # 5 9 6 TC = 1 1 5 . 1 7 FL(IN)=106.17(N) FL(IN)=106.07(E) FL(OUT)=105.97(W) ST A : 2 + 1 7 . 2 3 O F F : 1 3 . 0 3 ' L 48 " S D M H # 7 7 8 RI M = 1 1 4 . 9 0 FL(IN)=106.33(NE) FL(IN)=106.33(SE) FL(OUT)=106.23(W) ST A : 2 + 1 9 . 0 9 O F F : 2 0 . 5 8 ' R SL O 7 2 D I # 6 1 8 TC = 1 1 5 . 1 9 EXST 30" HDPE SD 28.6 LF 0.50%EXST 36" HDPE SD 2.6 LF 1.00% 8" IPS SDR 17 HDPE SS 0.38% 12" PVC WL 77.14' (ROAD PER SEPARATE PLANS) EXST 24" HDPE SD 0.50% FL(OUT)=106.71(NW) ST A : 1 9 + 1 2 . 4 8 O F F : 0 . 0 2 ' R EX S T S L O C o D - 2 a R i s e r # 5 2 6 RI M = 1 1 2 . 5 0 ST A : 4 + 7 0 . 3 6 O F F : 6 . 0 0 ' R = ST A : 3 1 + 8 2 . 5 4 O F F : 6 . 0 0 ' R Hu g h e s L n ST A : 4 + 8 9 . 3 6 O F F : 1 3 . 0 0 ' L = ST A : 3 1 + 6 3 . 5 4 O F F : 1 3 . 0 0 ' L Hu g h e s L n 8" PVC SLEEVE -0.15% 4" PVC SLEEVE -0.15% FL : 1 0 4 . 5 0 ST A : 1 + 7 5 . 1 4 EL E V : 1 1 4 . 7 2 TE M P . S S C O # 1 a P E R 6 7 1 0 12" DIP CL. 350 RW Je s p e r s e n R o a d 31 FILE NAME: 1493-0007-UT01-PIP1-UTIL.DWG N JESPER S E N R O A D M A T C H L I N E S T A 8 + 0 0 S E E S H E E T 3 2 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE B U C K L E Y R O A D ( P E R S E P A R A T E P L A N S ) HU G H E S L A N E SE E S H E E T 36 Sta: 5+23 SD ProfileSta: 2+16 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220 (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260 (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 181 182 211 21 1 33 1 33 1 33 1 31 1 31 1 211 311 311 331 21 1 331 709 709 182 181 WL RW WL RW SS SS 8" PVC 8" P V C GV 12" PVC GV T.B. 70 3 6. 0 0 ' P.U.E. P.U.E. 73 C 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS (E) PVC OR DIP TO REMAIN (SIZE PER PLAN) RESTRAINED FLANGE COUPLING, ROMAC XR501 OR EQUAL (E) PVC OR DIPJOINT 12" THICK CONCRETE THRUST COLLAR, SEE DET. 2 THIS SHEET FIELD CUT EXIST. PVC OR DIP Scale: NTS EXST WL TIE-IN FOR 8" OR 12" PIPE1 8" PVC OR 12" DIP WL, SEE PLANS Scale: NTS THRUST COLLAR2 12" THK CONCRETE THRUST COLLAR 1.FOR 12" DIP, THRUST COLLAR IS 5'W X 5'H. 2.FOR 8" PVC, THRUST COLLAR IS 4'6"W X 4'6"H. WL WL WL 3" 4- #6 REBARS #6 @12" O.C.E.W.THRUST DIRECTION 12" 8" OR 12" MJ X MJ DI WALL COLLAR IF BUCKLEY WL IS CONSTRUCTED FIRST, REMOVE END CAP AND T.B. CONNECT TO EXISTING PER DETAIL 1, SHEET 31 (DO NOT CONST. REDUCER AND BO). IF BUCKLEY SS IS CONSTRUCTED FIRST,REMOVE END CAP. CONNECT TO EXISTING SEWER MAIN STUB (DO NOT CONST. CO). GV 21 3 6. 0 0 ' 6. 0 0 ' 7. 0 0 ' Sta: 3+02 STUB Profile SD WL RW 4" & 8" PVC (C-900) CROSSING STUBS SS PROVIDE 12" GATE VALVE, 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. PROVIDE 12" GATE VALVE, 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. 5. 8 4 ' 1. 1 9 ' 1. 0 0 ' 1. 0 0 ' REMOVE END PLUG. CONNECT TO EXISTING SD PER MASS GRADING PLAN 12x8 Reducer RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 181 182 181 182 437436 426 8+ 9+ 10 + 11 + 12 + 1 3 + 1 4 + 1 5 + 55+ 56+ 57+ RCW RCW RCW RCW RCW RC W WL SS SS SS SS SS SS SS SS SS SS 8" PVC WL 12" DIP CL. 350 RW 8" PVC WL SD SD SD SD SD SD SD SD SD WL SD SD SD STA:12+38.37 OFF:6.92 R 48" SS MH #104 RIM=122.23 FL IN= 107.05(N) FL IN= 106.95(E) FL OUT= 106.85(W) STA:14+97.94 OFF:6.00 R 48" SS MH #105 RIM=117.51 FL IN= 108.14(N) FL OUT= 108.03(S) STA:9+29.12 OFF:13.00 L 48" SD MH #733 RIM=121.61 FL(IN)=111.62(E) FL(OUT)=111.42(S) STA:12+59.37 OFF:13.09 L 48" SD MH #728 RIM=120.79 FL(IN)=111.98(E) FL(IN)=112.08(S) FL(OUT)=111.88(W) STA:10+31.49 OFF:13.00 L 48" SD MH #729 RIM=120.86 FL(IN)=112.76(W) FL(IN)=112.76(E) FL(OUT)=112.56(N) STA:9+29.12 OFF:54.45 R 36x36 CB #491 RIM=117.80 FL(OUT)=113.56(W) WL WL WL WL WL WL WL STA:10+31.49 OFF:18.67 L SLO 36 DI #600 TC=121.15 FL(IN)=112.90(W) FL(OUT)=112.80(E) STA:10+31.49 OFF:18.00 R SLO 36 DI #601 TC=121.16 FL(OUT)=113.05(W) 8" I P S S D R 1 7 H D P E S S 8" IPS SDR 17 HD P E S S 8" I P S S D R 1 7 H D P E S S 24" HDPE SD 18" HDPE SD 24 " H D P E S D 18 " H D P E S D 18" HDPE SD 18 " H D P E S D 18" SD Cap STA: 9+82.87 OFF: 23.75' R AIR/VAC VALVE STA: 8+86.15 OFF: 20.01' L FIRE HYDRANT STA: 9+10.00 OFF: 32.67' L AIR/VAC VALVE STA: 12+59.55 OFF: 35.81' R BLOW-OFF VALVE STA: 12+72.41 OFF: 58.06' R AIR/VAC VALVE GAS GAS GAS GAS 4" PE Gas 4" PE Gas Sta: 33+01.96 Sta: 33+10.72 4 " P E G a s 4" P E G a s 30 " H D P E S D 30 " H D P E S D N 1°19'46" E N 6°47'40" W S 8 8 ° 4 0 ' 1 3 " E RCW RCW RCW RCW RCW STA: 12+14.31 OFF: 0.00' L 12" GATE VALVE STA: 12+14.97 OFF: 6.00' L 8" GATE VALVE 12" DIP CL. 350 R W WL WL ST A : 8 + 3 6 . 4 0 2" I R R I G A T I O N WA T E R M E T E R ST A : 1 0 + 7 4 . 8 1 8" P V C W L W/ V A L V E & C A P FO R F U T U R E FI R E S E R V I C E ST A : 1 0 + 2 2 . 6 7 2" D O M E S T I C WA T E R M E T E R ST A : 1 0 + 2 5 . 4 4 1" I R R . M E T E R ST A : 1 3 + 4 9 . 0 0 2" D O M E S T I C WA T E R M E T E R ST A : 1 3 + 4 9 . 7 5 1" I R R . M E T E R WL 8 " P V C W L 8" P V C W L S T A : 1 4 + 5 1 . 1 9 8 " P V C W L W / V A L V E & C A P F O R F U T U R E F I R E S E R V I C E 105 110 115 120 105 110 115 120 110 115 120 125 110 115 120 125 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 -1.00%-0.50%0.50% ST A : 1 2 + 4 4 . 3 7 = CE N T E R L I N E I N T X EL E V : 1 2 3 . 0 4 ST A : 5 5 + 8 2 . 6 1 W r i g h t B r o s W y -1.21%8" PVC WL 12" DIP CL. 350 RW 8" PVC WL 8" IPS SDR 17 HDPE SS 0.38% FL(IN)=107.05(N) FL(IN)=106.95(E) FL(OUT)=106.85(W) 48 " S S M H # 1 0 4 RI M = 1 2 2 . 2 3 ST A : 1 4 + 9 7 . 9 4 O F F : 6 . 0 0 ' R 48 " S S M H # 1 0 5 RI M = 1 1 7 . 5 1 FL(IN)=108.14(N) FL(OUT)=108.03(S) ST A : 1 2 + 3 8 . 3 7 O F F : 6 . 9 2 ' R = ST A : 5 5 + 8 9 . 5 3 O F F : 6 . 0 0 ' R Wr i g h t B r o s W y 48 " S D M H # 7 2 8 RI M = 1 2 0 . 7 9 18" HDPE SD 0.20% ST A : 1 0 + 3 1 . 4 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 2 9 RI M = 1 2 0 . 8 6 ST A : 9 + 2 9 . 1 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 3 RI M = 1 2 1 . 6 1 FL(IN)=111.62(E) FL(OUT)=111.42(S) FL(IN)=112.76(W) FL(IN)=112.76(E) FL(OUT)=112.56(N) FL(IN)=111.98(E) FL(IN)=112.08(S) FL(OUT)=111.88(W) 24" HDPE SD 0.50% ST A : 1 2 + 5 9 . 3 7 O F F : 1 3 . 0 9 ' L = ST A : 5 5 + 6 7 . 5 3 O F F : 1 3 . 0 0 ' L Wr i g h t B r o s W y FL(IN)=111.62(E) FL(OUT)=111.42(S) ST A : 9 + 2 9 . 1 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 3 TC = 1 2 1 . 6 1 24" HDPE SD 3 . 0 0 % FL(OUT)=113.56(W) ST A : 9 + 2 9 . 1 2 O F F : 5 4 . 4 5 ' R 36 x 3 6 C B # 4 9 1 RI M = 1 1 7 . 8 0 18" HDPE SD 31.1 LF 1.00% FL(IN)=112.90(W) FL(OUT)=112.80(E) ST A : 1 0 + 3 1 . 4 9 O F F : 1 8 . 6 7 ' L SL O 3 6 D I # 6 0 0 TC = 1 2 1 . 1 5 FL(IN)=112.76(W) FL(IN)=112.76(E) FL(OUT)=112.56(N) ST A : 1 0 + 3 1 . 4 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 2 9 RI M = 1 2 0 . 8 6 18" HDPE SD 4.2 LF 1.00% 18" HDPE SD 29.6 LF 1.00% FL(OUT)=113.05(W) ST A : 1 0 + 3 1 . 4 9 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 6 0 1 TC = 1 2 1 . 1 6 4" PE Gas 4" PE Gas 12" DIP CL. 350 RW RCW Je s p e r s e n R o a d 32 FILE NAME: 1493-0007-UT01-PIP1-UTIL.DWG N JESPERSEN ROAD M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 3 3 MA T C H L I N E ST A 8 + 0 0 SE E S H E E T 31 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WR I G H T B R O T H E R S W A Y SE E S H E E T 43 Sta: 9+29 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220 (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260 (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 312 332 211 211 332 33 2 31 2 33 2 33 2 33 2 21 1 21 1 181 182 709 311 Sta: 10+31 SD Profile 33 2 31 1 31 1 311 RW WL WL RW T.B.T.B. T. B . T. B . 12" DIP CL.350 12" DIP CL.350 12 " D I P C L . 3 5 0 8" P V C 8" P V C 8" PVC 8" PVC SEE VERT. ANG . IN PROFILE GV 11 . 2 5 A N G . 11.25 ANG. 11 . 2 5 A N G . 70 3 6. 0 0 ' P.U.E. P.U.E. 710 708 708 332 707 708 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 3 73 C 7. 0 0 ' 6 . 0 0 ' 6 . 0 0 ' 6 . 0 0 ' GV GV GV GV T.B. 11.25 ANG. 1. 4 2 ' 1. 0 0 ' RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA V V V X X X X X X X X X X X X X X X X 439 438 1 5 + 1 6 + 1 7 + 18 + 19 + 20 + 21 + 32+ 33+ 34+ RC W SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SDSD SD STA:21+25.44 OFF:6.00 R 48" SS MH #107 RIM=119.48 FL IN= 110.69(N) FL OUT= 110.59(S) STA:17+47.19 OFF:17.30 L 48" SD MH #730 RIM=118.84 FL(IN)=113.16(E) FL(OUT)=113.06(S) STA:17+60.31 OFF:6.00 R 48" SS MH #106 RIM=120.16 FL IN= 109.32(E) FL IN= 109.22(N) FL OUT= 109.13(S) STA:18+91.28 OFF:19.36 R SLO 96 DI #567 TC=117.73 FL(IN)=114.24(NE) FL(IN)=114.24(N) FL(OUT)=114.13(W) STA:18+90.73 OFF:16.67 L SLO 87 DI #566 TC=117.97 FL(IN)=114.06(N) FL(IN)=114.06(E) FL(OUT)=114.04(W) STA:19+03.28 OFF:37.49 R 36x36 CB #505 FL=114.43(SW) WL WL WL WL STA:15+88.83 OFF:37.82 L 30 CMP Flared End Section #311 FL=112.74(N) 8" IPS SDR 17 HD P E S S 8" IPS SDR 17 HDPE SS 24" HDPE SD 20.5 LF @ 0.20% 18" HDPE SD 83.4 LF @ 0.20% 18" HDPE SD 16.2 LF @ 1.00% 30" HDPE SD 18" H D P E S D STA:15+05.00 OFF:18.00 L SLO 78 DI #592 TC=117.68 FL(IN)=113.25(E) FL(OUT)=113.15(NW) STA:15+05.00 OFF:18.00 R SLO 78 DI #593 TC=117.68 FL(OUT)=113.34(W) STA: 17+21.63 OFF: 44.32' R FIRE HYDRANT STA: 21+51.57 OFF: 20.00' R FIRE HYDRANT STA: 20+72.09 OFF: 23.75' R AIR/VAC VALVE STA: 20+72.10 OFF: 23.75' L AIR/VAC VALVE STA: 16+66.31 OFF: 24.96' L AIR/VAC VALVE STA:15+58.50 OFF:38.60 L 18 CMP Flared End Section #312 FL=112.91(SE) STA: 15+49.96 OFF: 10.39' L BLOW-OFF VALVE STA: 15+50.04 OFF: 4.55' R BLOW-OFF VALVE STA: 17+00.00 OFF: 0.00' RBX AIR/VAC VALVE GAS GAS GAS 4" PE Gas 4" PE Gas STA: 15+13.42 OFF: 19.70' L FIRE HYDRANT WL WL WL 12" PVC WL 8" D I P C L . 3 5 0 W L GA S GA S 18 " H D P E S D STA:18+87.75 OFF:40.65 L 24 CMP Flared End Section #305 FL=113.99(E) RC W RCW RCW RCW RCW RCW N 6°47'40" W N 1°19'47" E S 8 8 ° 4 0 ' 1 3 " E 4" BLIND FLANGE Sta: 21+61.59 STA: 21+61.59 OFF: 6.00' R RCW RCW RCW STA: 17+91.50 OFF: 6.00' L 8" GATE VALVE STA: 17+92.17 OFF: 0.00' R 12" GATE VALVE 12 " D I P C L . 3 5 0 R W STA: 18+04.69 OFF: 3.64' R 1 1/2" BLOW-OFF VALVE 12" DIP CL. 350 RW 12" DIP CL. 350 R W 24" H D P E S D 1 8 " H D P E S D 24 " H D P E S D SD SD SD SD SD STA:21+48.83 OFF:13.00 L 48" SDMH Flat #815 TC=119.50 FL(IN)=116.07(E) FL(IN)=116.17(N) FL(OUT)=116.06(W) (5) 18 CMP Flared End Section #316 FL=116.00(E) Caltrans Headwall #903 FL=116.20(W) (See Sheet 74) (5) 18" HDPE SD 97.5 LF @ 0.20% STA:19+80.36 OFF:18.00 L SLO 42 DI #837 TC=118.65 FL(OUT)=114.22(S) STA:19+80.36 OFF:18.66 R SLO 42 DI #838 TC=118.62 FL(OUT)=114.40(S) 18" HDPE SD 84.4 LF @ 0.20% SD STA: 21+26.33 OFF: 48.54' R END OF HEADWALL STA: 21+58.57 OFF: 58.01' R END OF HEADWALL 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 110 115 120 110 115 120 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 INSTALL SD CAP 0.35% ST A : 1 7 + 6 7 . 2 3 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 0 0 ST A : 3 2 + 5 5 . 8 3 V e n t u r e D r -0.59%0.91% 0.69% 8" IPS SDR 17 HDPE SS 0.38% 8" IPS SDR 17 HDPE SS 0.38% ST A : 1 4 + 9 7 . 9 4 O F F : 6 . 0 0 ' R 48 " S S M H # 1 0 5 RI M = 1 1 7 . 5 1 FL(IN)=108.14(N) FL(OUT)=108.03(S) FL(IN)=109.32(E) FL(IN)=109.22(N) FL(OUT)=109.13(S) ST A : 1 7 + 6 0 . 3 1 O F F : 6 . 0 0 ' R = 48 " S S M H # 1 0 6 RI M = 1 2 0 . 1 6 ST A : 3 2 + 5 6 . 8 1 O F F : 6 . 8 5 ' R V e n t u r e D r ST A : 2 1 + 2 5 . 4 4 O F F : 6 . 0 0 ' R 48 " S S M H # 1 0 7 RI M = 1 1 9 . 4 8 FL(IN)=110.69(N) FL(OUT)=110.59(S) 18" HDPE SD 0.20% ST A : 1 7 + 4 7 . 1 9 O F F : 1 7 . 3 0 ' L = 48 " S D M H # 7 3 0 RI M = 1 1 8 . 8 4 ST A : 3 2 + 5 8 . 6 6 O F F : 1 9 . 8 4 ' R V e n t u r e D r FL(IN)=113.16(E) FL(OUT)=113.06(S) 30" HDPE SD 0.20%18" HDPE SD 0.45% FL(IN)=112.91(SE) ST A : 1 5 + 5 8 . 5 0 O F F : 3 8 . 6 0 ' L 18 C M P F l a r e d E n d S e c t i o n # 3 1 2 FL(IN)=112.74(N) ST A : 1 5 + 8 8 . 8 3 O F F : 3 7 . 8 2 ' L 30 C M P F l a r e d E n d S e c t i o n # 3 1 1 ST A : 1 8 + 9 0 . 7 3 O F F : 1 6 . 6 7 ' L SL O 8 7 D I # 5 6 6 TC = 1 1 7 . 9 7 FL(IN)=114.24(NE) FL(IN)=114.24(N) FL(OUT)=114.13(W) ST A : 1 8 + 9 1 . 2 8 O F F : 1 9 . 3 6 ' R SL O 9 6 D I # 5 6 7 TC = 1 1 7 . 7 3 18" HDPE SD 32.1 LF 0.20% FL(IN)=114.06(N) FL(IN)=114.06(E) FL(OUT)=114.04(W) 4" PE Gas 12" PVC WL FL(IN)=113.99(E) ST A : 1 8 + 8 7 . 7 5 O F F : 4 0 . 6 5 ' L 24 C M P F l a r e d E n d S e c t i o n # 3 0 5 24" HDPE SD 20.5 LF @ 0.20% ST A : 2 1 + 6 4 . 9 2 EL E V : 1 1 8 . 0 0 TE M P . S S C O # 1 a P E R 6 7 1 0 12" DIP CL. 350 RW 12" DIP CL. 350 RW FL(OUT)=114.43(SW) ST A : 1 9 + 0 3 . 2 8 O F F : 3 7 . 4 9 ' R 36 x 3 6 C B # 5 0 5 TC = 1 1 8 . 0 4 18" HDPE SD 16.2 LF 1.00% ST A : 1 5 + 0 5 . 0 0 O F F : 1 8 . 0 0 ' L SL O 7 8 D I # 5 9 2 RI M = 1 1 7 . 6 8 FL(IN)=113.25(E) FL(OUT)=113.15(NW) FL(IN)=112.91(SE) 18" HDPE SD 53.6 LF @ 0.45% ST A : 1 5 + 0 5 . 0 0 O F F : 1 8 . 0 0 ' L SL O 7 8 D I # 5 9 2 TC = 1 1 7 . 6 8 FL(IN)=113.25(E) FL(OUT)=113.15(NW) ST A : 1 5 + 0 5 . 0 0 O F F : 1 8 . 0 0 ' R SL O 7 8 D I # 5 9 3 TC = 1 1 7 . 6 8 FL(OUT)=113.34(W) 18" HDPE SD 30.0 LF @ 0.25% ST A : 1 5 + 5 8 . 5 0 O F F : 3 8 . 6 0 ' L 18 C M P F l a r e d E n d S e c t i o n # 3 1 2 TC = 1 1 4 . 6 2 8" PVC WL 8" PVC WL 12" DIP CL. 350 RW 12" PVC WL FL(IN)=116.07(E) FL(IN)=116.17(N) FL(OUT)=116.06(W) ST A : 2 1 + 4 8 . 8 3 O F F : 1 3 . 0 0 ' L 48 " S D M H F l a t # 8 1 5 RI M = 1 1 9 . 5 0 18" HDPE SD 10.8 LF 0.20% FL(IN)=114.06(N) FL(IN)=114.06(E) FL(OUT)=114.04(W) ST A : 1 8 + 9 0 . 7 3 O F F : 1 6 . 6 7 ' L SL O 8 7 D I # 5 6 6 RI M = 1 1 7 . 9 7 FL(OUT)=114.22(S) ST A : 1 9 + 8 0 . 3 6 O F F : 1 8 . 0 0 ' L SL O 4 2 D I # 8 3 7 RI M = 1 1 8 . 6 5 18" HDPE SD 65.7 LF 0.20% 18" HDPE SD 27.8 LF 0.20% FL(IN)=116.00(E) FL(IN)=116.07(E) FL(IN)=116.17(N) FL(OUT)=116.06(W) ST A : 2 1 + 4 8 . 8 3 O F F : 1 3 . 0 0 ' L 48 " S D M H F l a t # 8 1 5 TC = 1 1 9 . 5 0 ST A : 2 1 + 4 8 . 8 1 O F F : 4 2 . 8 4 ' L 18 C M P F l a r e d E n d S e c t i o n # 3 1 6 FL(OUT)=116.20(W) ST A : 2 1 + 4 8 . 8 1 O F F : 5 5 . 1 5 ' R Ca l t r a n s H e a d w a l l # 9 0 3 (S e e S h e e t 7 5 ) RCW Je s p e r s e n R o a d 33 FILE NAME: 1493-0007-UT01-PIP1-UTIL.DWG N JESPERSEN ROAD M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 3 2 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE VE N T U R E D R I V E SE E S H E E T 34 Sta: 15+05 SD Profile Sta: 18+89 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 18"x18" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 333 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 (MODIFIED WITH FLAT TOP) 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220 (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260 (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 333 332 311 211 211 31 1 31 1 31 1 31 1 33 3 21 1 31 1 33 2 21 1 21 1 31 1 18118230 1 30 1 709 709 301 301 312 WL RW SS WL RW SS T.B. 11.25 ANG. T.B. 11.25 ANG. GV GV GV 8" P V C 8" PVC 8" PVC 12" DIP CL.350 12" DIP CL.350 12 " D I P C L . 3 5 0 70 3 311 311 Exist. (1) Contech 17.75x2.83 Arch Culvert. Span over Wetland Area per Mass Grading Plan. Exist. (1) Contech 17.75x2.83 Arch Culvert. Span over Wetland Area per Mass Grading Plan. Exist. (3) Contech Concrete Arch Culverts (37'x8'; 48'-5"x8'-6") per Mass Grading Plan. 6. 0 0 ' P.U.E. P.U.E. 302 302 708 708 708 707 707 07/14/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/14/2025 1493-0007-05 RAH RMS SHEETS INSTALL END CAP 73 C T.B. T.B. T.B. GV GV GV GV 12" DIP CL.350 8" PVC 8" P V C 12 " D I P C L . 3 5 0 6. 0 0 ' 7. 0 0 ' 709 301 302 PROVIDE 4x8 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. PROVIDE 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. CONST. TEMP. SS CO #1a PER 6710 GV 2. 0 0 ' 2. 0 0 ' 30 1 PER DETAIL A, SHEET 73. 24"x40' Steel Casing for 12" DIP RW 18"x40' Steel Casing for 8" DIP WL 18"x40' Steel Casing for 8" IPS SS (SEE DETAIL 1, THIS SHEET) Scale: 1"= 1' STEEL SLEEVE DETAIL FOR WL1 4x4 COMPOSITE SKID. 2' LONG (Min.), 5' (Max.) BETWEEN COMPOSITE SKIDS, FULL LENGTH OF SLEEVE. USE 4" x 4" X 4" X 8' (NOMINAL) RECYCLED PLASTIC SQUARE LUMBER (MARKSTAAR 4496 OR EQUAL) EARTH 1 2" STAINLESS STEEL BANDING (2 PER WOOD SKID). STEEL PIPE SLEEVE (1/4" THICK WALL). 24" DIA. FOR 12" WL, 18" FOR 8" WL AND 8" SS. 12", 8" WL OR 8" SS 4" Min. CLEAR A N C E NOTES: 1.END SEAL, MOLDED AND CENTERED TYPE WITH SS HARDWARE, ADVANCED PRODUCTS & SYSTEMS, LLC OR APPROVED EQUAL. 2.SAND SHALL HAVE SAND EQUIVALENT OF 30 OR GREATER. FIELD VERIFY THAT CASING ANNULUS IS COMPLETELY FILLED WITH SAND, PROVIDE CALCULATION OF VOLUME TO BE FILLED, AND COMPARE TO QUANTITY OF SAND BLOWN INTO INTERIOR OF CASING. PROVIDE VENT AS REQUIRED TO ENSURE GOOD PLACEMENT OF SAND MATERIAL. ANNULAR SPACE, FILL COMPLETELY WITH CLEAN SAND. SEE NOTE 2 BELOW. STL ENCASEMENT CARRIER PIPE S.S. STRAP 1 6" TYPICAL DETAIL FOR BOTH ENDS OF CASING TYPICAL CASING CROSS SECTION DETAIL 24"x40' Steel Casing for 12" DIP RW 18"x40' Steel Casing for 8" DIP WL 18"x40' Steel Casing for 8" IPS SS (SEE DETAIL 1, THIS SHEET) 707 31 2 311 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA GAS 12" PVC 12 " x 8 Re d u c e r 12"x8 Reducer 311 311 33.6 1 ' 31 1 Sta: 21+49 SD Profile WL RW SS 2. 0 0 ' 302 183 183 183 30 1 30 1 33 1 302 Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 1 1 / 2 0 2 5 RE M O V A L O F " A R E A O F D E F E R R E D SU B M I T T A L " RM S 1 1 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM 8" PVC WL UTLUTL 288 289 193 438 17+ 18+ 19+ 30 + 31 + 32 + 33 + 34 + 35 + 36 + 18+ RCW WL SS SS SS SS SS S S S S S S SS SS 12" DIP CL. 350 RW 8" PVC WL SD SD SD SD SD STA:17+60.31 OFF:6.00 R= STA:32+62.75 OFF:6.00 R Venture Dr 48" SS MH #106 RIM=120.16 FL IN= 109.13(S) FL OUT= 109.13(S) STA:32+41.53 OFF:22.28 R= STA:17+47.19 OFF:17.30 L Jespersen Rd 48" SD MH #730 RIM=118.84 FL IN= 113.16(E) FL OUT= 113.16(E) STA:33+77.25 OFF:16.59 L SLO 87 DI #569 TC=117.76 FL(OUT)=113.89(S) STA:33+67.67 OFF:20.06 R SLO 87 DI #568 TC=117.67 FL(IN)=113.51(N) FL(IN)=113.51(E) FL(IN)=113.51(S) FL(OUT)=113.41(W) STA:34+68.71 OFF:13.00 L 48" SD MH #758 RIM=119.14 FL(IN)=113.96(E) FL(IN)=114.06(N) FL(OUT)=113.86(S) WL W L W L WL STA:34+68.71 OFF:18.67 R SLO 48 DI #604 TC=119.36 FL(IN)=113.80(N) FL(OUT)=113.70(W) STA:34+68.71 OFF:18.00 L SLO 36 DI #605 TC=119.45 FL(OUT)=114.24(S) STA: 33+86.54 OFF: 18.94' L FIRE HYDRANT STA: 33+06.16 OFF: 38.89' R FIRE HYDRANT 8 " I P S S D R 1 7 H D P E S S 8" IPS SDR 17 HDPE SS 18 " H D P E S D 8 3 . 4 L F @ 0 . 2 0 % 24 " H D P E S D 30" HDPE SD 24" HDPE SD S89° 17' 51"E 95.7 LF @ 0.20% 30 " H D P E S D 24" HDPE SD 16.2 LF 1.00% STA: 33+56.62 OFF: 20.69' L AIR/VAC VALVE GAS G A S 4 " P E G a s EXST 4" PE GAS 8" PVC WL WL WL 8" DIP CL. 350 WL GAS GAS RCW 18" HDPE SD RCW RC W S 88°40'13" E S 88°40'13" E STA: 34+31.02 OFF: 34.02' L 2" IRR. RW METER R C W STA: 32+80.10 OFF: 6.00' L 8" GATE VALVE STA: 32+80.87 OFF: 1.00' R 12" GATE VALVE 12" DIP CL. 350 RW STA: 32+59.48 OFF: 37.46' L 1 1/2" BLOW-OFF VALVE 1 2 " D I P C L . 3 5 0 R W 24 " H D P E S D 24" HDPE SD 8" DIP WL 18 " H D P E S D 8 4 . 4 L F @ 0 . 2 0 % (2) 4" PVC SLEEVE (2) 4" PVC SLEEVE 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 0.50%-1.07% ST A : 3 2 + 5 5 . 8 3 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 0 0 ST A : 1 7 + 6 7 . 2 3 J e s p e r s e n R d 12" DIP CL. 350 R W 8" IPS SDR 17 HDPE SS 0.38% FL(IN)=109.32(E) FL(IN)=109.22(N) FL(OUT)=109.13(S) ST A : 3 2 + 6 2 . 7 5 O F F : 6 . 0 0 ' R = 48 " S S M H # 1 0 6 RI M = 1 2 0 . 1 6 ST A : 1 7 + 6 6 . 2 5 O F F : 6 . 8 5 ' R J e s p e r s e n R d FL(IN)=113.16(E) FL(OUT)=113.06(S) ST A : 3 2 + 4 1 . 5 3 O F F : 2 2 . 2 8 ' R = 48 " S D M H # 7 3 0 RI M = 1 1 8 . 8 4 ST A : 1 7 + 6 7 . 2 3 O F F : 1 4 . 3 0 ' L J e s p e r s e n R d 24" HDPE SD 30.5 LF 1.00% FL(OUT)=113.89(S) ST A : 3 3 + 7 7 . 2 5 O F F : 1 6 . 5 9 ' L SL O 8 7 D I # 5 6 9 TC = 1 1 7 . 7 6 8" DIP CL. 350 WL 4" PE G a s 8" DIP CL. 350 WL FL(IN)=113.96(E) FL(IN)=114.06(N) FL(OUT)=113.86(S) ST A : 3 4 + 6 8 . 7 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 5 8 RI M = 1 1 9 . 1 4 FL(OUT)=114.24(S) ST A : 3 4 + 6 8 . 7 1 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 6 0 5 TC = 1 1 9 . 4 5 ST A : 3 4 + 6 8 . 7 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 5 8 RI M = 1 1 9 . 1 4 FL(IN)=113.96(E) FL(IN)=114.06(N) FL(OUT)=113.86(S) CONNECT 8" ELBOW STA: 30+52.49 12" DIP CL. 350 RW 12" DIP CL. 350 RW CONNECT 12" ELBOW STA: 30+55.24 GATE VALVES STA: 34+85.01 SS CO STA: 34+85.71 ELEV = 110.14 ST A : 3 4 + 8 5 . 7 1 EL E V : 1 1 9 . 5 7 TE M P . S S C O # 2 a P E R 6 7 1 0 216' Min. (CLASS 300 DUCTILE IRON PIPE WITH FULLY RESTRAINED JOINTS PER TR FLEX OR APPROVED EQUAL, DOMESTIC AND RECYCLED WATER) 8" PVC WL24" HDPE SD 0.20% 8" DIP WL 8" PVC WL FL(IN)=113.80(N) FL(OUT)=113.70(W) ST A : 3 4 + 6 8 . 7 1 O F F : 1 8 . 6 7 ' R SL O 4 8 D I # 6 0 4 TC = 1 1 9 . 3 6 ST A : 3 3 + 6 7 . 6 7 O F F : 2 0 . 0 6 ' R SL O 8 7 D I # 5 6 8 RI M = 1 1 7 . 6 7 FL(IN)=113.51(N) FL(IN)=113.51(E) FL(IN)=113.51(S) FL(OUT)=113.41(W) 30" HDPE SD 0.20% FL(IN)=113.51(N) FL(IN)=113.51(E) FL(IN)=113.51(S) FL(OUT)=113.41(W) ST A : 3 3 + 6 7 . 6 7 O F F : 2 0 . 0 6 ' R SL O 8 7 D I # 5 6 8 TC = 1 1 7 . 6 7 24" HDPE SD 27.7 LF 0.20% 18" HDPE SD 3.5 LF 5.00% 24" HDPE SD 16.2 LF 1.00% 110 115 120 125 110 115 120 125 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30 REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . Ve n t u r e D r i v e 34 FILE NAME: 1493-0007-UT01-PIP1-UTIL.DWG N VENTURE DRIVE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE J E S P E R S E N R O A D SE E S H E E T 9 Sta: 33+77 SD Profile 332 332 211 311 311 33 2 33 1 21 1 31 1 31 1 181 182 709 311 709 WL RW SS 311 T. B . T. B . 1 1 . 2 5 A N G . GV GV GV 8" PVC 8" P V C 8 " P V C 1 2 " D I P C L . 3 5 0 12 " D I P C L . 3 5 0 12" DIP CL. 350 70 3 Exist. (3) Contech Concrete Arch Culverts (37'x8'; 48'-5"x8'-6") per Mass Grading Plan. 183 6. 0 0 ' 302 302 710 708 ME M P H I S B E L L E W A Y (3) Contech Structural Steel Plate Arch Culverts (37'x7'x106') per Mass Grading Plan. Shop drawing per separate submittal. 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 73 C T. B . 7. 0 0 ' 1. 0 0 ' 5. 0 0 ' 45 . 0 0 ' 6. 0 0 ' 48 . 0 0 ' VENTURE DRIVE CAP Sta: 34+69 SD Profile 33 2 31 1 WL RW SS 183 REMOVE 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE, T.B. AND BLOW-OFF VALVE. CONNECT TO EAST SIDE OF GATE VALVE EXISTING 8" GATE VALVE. REMOVE 4x8 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE, T.B. AND BLOW-OFF VALVE. CONNECT TO EAST SIDE OF GATE VALVE WL RW UTIL GAS VENTURE DRIVE (3) Arch Culverts 3. 1 5 ' 3. 9 9 ' 3. 1 7 ' 134 Scale: HORZ. 1"= 20'; VERT. 1"= 8' VENTURE DRIVE BRIDGE SECTION1 1. 5 8 ' CONST. TEMP. SS CO #2a PER 6710 GV 1 1 . 2 5 A N G . 708 2. 0 0 ' PROVIDE 12" GATE VALVE, 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. PROVIDE 8" GATE VALVE, 4x8 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. 707 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 2. 0 0 ' CAP 31 1 33 2 Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 1 1 / 2 0 2 5 RE M O V A L O F " A R E A O F D E F E R R E D SU B M I T T A L " RM S 1 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM ST A : 2 2 + 2 4 . 6 1 4 " S S L A T ST A : 2 2 + 7 6 . 6 0 20 + 21 + 22 + 23 + 24 + 25 + 26 + 30+ 31+ 4+4+ 6+6+ 332 333 334 335 336 337 338 339 340 341 342 343 344 345 367 366 365 364 363 362 361 360 359 358 357 356 WL WL SSSSSSSS SS SS SS SS SS SS SS SS SS WL WL WL SDSDSD SD SD SD SD SD STA:21+45.18 OFF:18.00 L SLO 87 DI #590 TC=116.03 FL(OUT)=108.38(S) STA:21+45.18 OFF:13.00 L 48" SD MH #754 RIM=115.72 FL(IN)=108.10(E) FL(IN)=108.20(N) FL(OUT)=108.00(W) STA:20+70.03 OFF:17.99 R SLO 87 DI #591 TC=115.28 FL(OUT)=108.00(N) STA:24+59.68 OFF:18.00 R SLO 87 DI #589 TC=119.17 FL(OUT)=111.84(N) STA:24+59.68 OFF:18.00 L SLO 87 DI #588 TC=119.17 FL(OUT)=111.58(S) 18 " H D P E S D 18" HDPE SD 18" HDPE SD18" HDPE SD 18 " H D P E S D 18" HDPE SD 8" IPS SDR 17 HDPE SS 8" IPS SDR 17 HDPE SS STA:23+75.17 OFF:6.00 R 48" SS MH #114 RIM=118.16 FL IN= 99.99(E) FL OUT= 99.90(W) STA:20+08.48 OFF:10.99 R Hughes Ln 48" SS MH #113 RIM=114.35 FL IN= 98.60(N) FL IN= 98.50(E) FL OUT= 98.40(W) 8" I P S S D R 1 7 H D P E S S STA:30+15.38 OFF:18.24 L Coleman Ln 48" SD MH #753 RIM=114.44 FL(IN)=104.30(N) FL(IN)=104.20(E) FL(OUT)=104.10(W) FL(OUT)=104.30(S) 18" HDPE SD 24 " H D P E S D 8" P V C W L ST A : 2 0 + 2 3 . 4 3 4 " S S L A T ST A : 2 0 + 6 0 . 8 3 1 " W L L A T ST A : 2 5 + 3 4 . 6 1 4 " S S L A T STA:24+59.68 OFF:13.00 L 48" SD MH #739 RIM=118.87 FL(IN)=111.56(N) FL(IN)=111.56(S) FL(OUT)=111.32(W) WL WL WL WL WL 8" PVC WL STA: 25+23.98 OFF: 20.00' L FIRE HYDRANT STA: 22+19.48 OFF: 20.00' L FIRE HYDRANT SDSDSDSDSD STA:22+63.00 OFF:13.00 L 48" SD MH #774 RIM=116.90 FL(IN)=109.34(E) FL(IN)=109.44(S) FL(OUT)=109.24(W) STA:20+70.38 OFF:13.00 L 48" SD MH #772 RIM=114.97 FL(IN)=106.39(E) FL(IN)=106.49(S) FL(OUT)=106.29(W) STA:22+63.00 OFF:18.00 R SLO 87 DI #607 TC=117.21 FL(OUT)=110.91(N) STA:23+29.61 OFF:13.00 L 48" SD MH #773 RIM=117.57 FL(IN)=110.06(E) FL(IN)=110.16(N) FL(OUT)=109.96(W) STA:23+29.61 OFF:18.00 L SLO 87 DI #606 TC=117.87 FL(OUT)=110.34(S) 18" HDPE SD 18 " H D P E S D WL WL ST A : 2 3 + 3 9 . 6 1 4 " S S L A T ST A : 2 0 + 4 4 . 0 6 4 " S S L A T ST A : 2 1 + 1 9 . 6 1 4 " S S L A T ST A : 2 3 + 1 9 . 6 1 4 " S S L A T ST A : 2 0 + 7 6 . 6 1 ST A : 2 1 + 5 4 . 9 3 1 " W L L A T ST A : 2 4 + 6 9 . 4 3 1 " W L L A T ST A : 2 5 + 6 6 . 6 1 1 " W L L A T ST A : 2 1 + 5 3 . 0 0 4 " S S L A T ST A : 2 1 + 7 3 . 0 0 4 " S S L A T ST A : 2 2 + 5 3 . 0 0 4 " S S L A T ST A : 2 1 + 0 9 . 7 5 ST A : 2 2 + 7 3 . 0 0 4 " S S L A T ST A : 2 3 + 5 3 . 0 0 4 " S S L A T ST A : 2 3 + 1 0 . 1 4 ST A : 2 3 + 7 3 . 0 0 4 " S S L A T ST A : 2 4 + 5 3 . 0 0 4 " S S L A T ST A : 2 4 + 1 0 . 1 4 ST A : 2 4 + 7 3 . 0 0 4 " S S L A T ST A : 2 5 + 5 3 . 0 0 4 " S S L A T ST A : 2 5 + 1 0 . 1 4 ST A : 2 1 + 8 2 . 6 1 1 " W L L A T ST A : 2 4 + 5 4 . 6 1 4 " S S L A T ST A : 2 4 + 9 7 . 6 1 1 " W L L A T ST A : 2 5 + 5 4 . 6 1 4 " S S L A T ST A : 2 2 + 3 9 . 6 1 4 " S S L A T ST A : 2 2 + 1 0 . 0 0 ST A : 2 5 + 7 3 . 0 0 4 " S S L A T ST A : 2 1 + 3 7 . 6 1 4 " S S L A T ST A : 2 0 + 8 3 . 0 0 4 " S S L A T S 74°47 ' 5 3 " W S 88°40'13" E N 1 ° 1 9 ' 4 7 " E ST A : 2 4 + 1 9 . 6 1 4 " S S L A T ST A : 2 3 + 7 6 . 6 0 STATION 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 1.00% ST A : 2 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 5 3 ST A : 3 0 + 0 0 . 0 0 C o l e m a n L n 110 115 120 125 110 115 120 125 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 ST A : 2 1 + 4 5 . 1 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 5 4 RI M = 1 1 5 . 7 2 FL(IN)=108.10(E) FL(IN)=108.20(N) FL(OUT)=108.00(W) 18" HDPE SD 2.26% ST A : 2 0 + 0 8 . 4 8 O F F : 1 0 . 9 9 ' R 48 " S S M H # 1 1 3 RI M = 1 1 4 . 3 5 FL(IN)=98.60(N) FL(IN)=98.50(E) FL(OUT)=98.40(W) 8" IPS SDR 17 HDPE SS 0.38% ST A : 2 4 + 5 9 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 9 RI M = 1 1 8 . 8 7 FL(IN)=111.56(N) FL(IN)=111.56(S) FL(OUT)=111.32(W) FL(IN)=99.99(E) FL(OUT)=99.90(W) ST A : 2 3 + 7 5 . 1 7 O F F : 6 . 0 0 ' R 48 " S S M H # 1 1 4 RI M = 1 1 8 . 1 6 18" HDPE SD 1.00% 8" IPS SDR 17 HDPE SS 0.38% 8" PVC WL FL(IN)=108.10(E) FL(IN)=108.20(N) FL(OUT)=108.00(W) ST A : 2 1 + 4 5 . 1 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 5 4 RI M = 1 1 5 . 7 2 FL(OUT)=108.38(S) ST A : 2 1 + 4 5 . 1 8 O F F : 1 8 . 0 0 ' L SL O 8 7 D I # 5 9 0 TC = 1 1 6 . 0 3 F L = 1 1 5 . 3 6 18" HDPE SD 3.6 LF 5.00% ST A : 2 4 + 5 9 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 9 RI M = 1 1 8 . 8 7 FL(IN)=111.56(N) FL(IN)=111.56(S) FL(OUT)=111.32(W) FL(OUT)=111.58(S) ST A : 2 4 + 5 9 . 6 8 O F F : 1 8 . 0 0 ' L SL O 8 7 D I # 5 8 8 TC = 1 1 9 . 1 7 F L = 1 1 8 . 5 1 FL(OUT)=111.84(N) ST A : 2 4 + 5 9 . 6 8 O F F : 1 8 . 0 0 ' R SL O 8 7 D I # 5 8 9 TC = 1 1 9 . 1 7 F L = 1 1 8 . 5 1 18" HDPE SD 25.5 LF @ 0.94%18" HDPE SD 3.5 LF 0.68% 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 18" HDPE SD 2.38% 18" HDPE SD 1.00% 18" HDPE SD 1.00% FL(IN)=110.06(E) FL(IN)=110.16(N) FL(OUT)=109.96(W) ST A : 2 3 + 2 9 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 3 RI M = 1 1 7 . 5 7 FL(IN)=109.34(E) FL(IN)=109.44(S) FL(OUT)=109.24(W) ST A : 2 2 + 6 3 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 4 RI M = 1 1 6 . 9 0 FL(IN)=106.39(E) FL(IN)=106.49(S) FL(OUT)=106.29(W) ST A : 2 0 + 7 0 . 3 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 2 RI M = 1 1 4 . 9 7 FL(IN)=106.39(E) FL(IN)=106.49(S) FL(OUT)=106.29(W) ST A : 2 0 + 7 0 . 3 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 2 TC = 1 1 4 . 9 7 F L = 1 1 4 . 3 0 18" HDPE SD 25.6 LF @ 5.00% FL(OUT)=108.00(N) ST A : 2 0 + 7 0 . 0 3 O F F : 1 7 . 9 9 ' R SL O 8 7 D I # 5 9 1 TC = 1 1 5 . 2 8 F L = 1 1 4 . 6 1 FL(IN)=109.34(E) FL(IN)=109.44(S) FL(OUT)=109.24(W) ST A : 2 2 + 6 3 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 4 TC = 1 1 6 . 9 0 F L = 1 1 6 . 2 3 18" HDPE SD 25.6 LF @ 5.00% FL(OUT)=110.91(N) ST A : 2 2 + 6 3 . 0 0 O F F : 1 8 . 0 0 ' R SL O 8 7 D I # 6 0 7 TC = 1 1 7 . 2 1 F L = 1 1 6 . 5 4 FL(OUT)=110.34(S) ST A : 2 3 + 2 9 . 6 1 O F F : 1 8 . 0 0 ' L SL O 8 7 D I # 6 0 6 TC = 1 1 7 . 8 7 F L = 1 1 7 . 2 1 18" HDPE SD 3.6 LF 5.00% FL(IN)=110.06(E) FL(IN)=110.16(N) FL(OUT)=109.96(W) ST A : 2 3 + 2 9 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 3 RI M = 1 1 7 . 5 7 Hu g h e s L a n e 35 FILE NAME: 1493-0007-UT01-PIP2-UTIL.DWG N HUGHES LANE MA T C H L I N E ST A 2 6 + 0 0 SE E S H E E T 36 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE CO L E M A N L A N E SE E S H E E T 37 Sta: 21+45 SD Profile Sta: 24+59 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 332 332 332 311 311 311211 211 311 21 1 21 1 33 2 33 2 33 2 33 2 31 1 31 1 31 1 181 182 20 1 70 2 709 709332 332 332 311 Sta: 20+70 SD Profile Sta: 22+63 SD Profile Sta: 23+29 SD Profile 33 2 31 1 31 1 33 2 31 1 33 2 33 2 33 2 311 WL WL WL WL WL 8" PVC GV 8" PVC GV 8" P V C T.B. 70 3 21 3 21 3 183 183 183 183 183 213 213 20 2 6. 0 0 ' P.U.E. P.U.E. 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 702 3 METERS 73 C 6. 0 0 ' 13 . 0 0 ' 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 70 1 2" W L L A T , (2 ) 1 " M E T E R S 1. 9 5 ' 2. 0 2 ' HUGHES LANE PRIVATE ALLEY SEE SHEET 44 20 3 GV RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 181 >>>>>>>> > >>>>> 26 + 27 + 28 + 29 + 30 + 31 + 40+ 41+ 90+ 91+ 345 346 347 348 349 350 351 352 353 354 356 355 393 394 413 414 415 416 4+ 5+ 6+ WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD STA:27+34.61 OFF:6.00 R Hughes Ln 48" SS MH #115 RIM=121.44 FL IN= 101.44(E) FL IN= 101.54(N) FL OUT= 101.34(W) RC W RC W RC W 8" I P S S D R 1 7 H D P E S S STA:29+52.00 OFF:18.00 R SLO 87 DI #550 TC=119.63 FL(OUT)=112.99(N) STA:29+52.00 OFF:13.00 L 48" SD MH #736 RIM=119.32 FL(IN)=112.69(S) FL(IN)=112.69(N) FL(OUT)=112.49(E) STA:29+52.00 OFF:18.00 L SLO 36 DI #549 TC=119.63 FL(OUT)=112.87(S) STA:29+82.61 OFF:13.00 L 48" SD MH #737 RIM=119.02 FL(IN)=112.22(W) FL(IN)=112.57(N) FL(OUT)=112.12(E) STA:29+88.61 OFF:6.00 R Hughes Ln 6" WYE FL IN= 102.40(E) FL IN= 102.56(N) FL OUT= 102.40(W) STA:30+88.34 OFF:36.50 L 36x36 CB #495 TG=118.46 FL(OUT)=114.44(S) STA:30+99.62 OFF:17.99 L SLO 60 DI #619 RIM=118.15 FL(IN)=110.56(N) FL(IN)=110.56(SW) FL(IN)=110.46(W) FL(OUT)=110.36(SE) STA:4+89.36 OFF:13.00 L Jespersen Rd 48" SD MH #734 RIM=117.43 FL(IN)=108.45(NE) FL(IN)=108.55(NW) FL(OUT)=108.35(SW) STA:4+70.36 OFF:6.00 R Jespersen Rd 48" SS MH #101 RIM=117.47 FL IN= 103.40(SW) FL IN= 103.40(NE) FL OUT= 103.20(NW) 18 " H D P E S D 18" HDPE SD 8" 11.25 deg. Bend 8" 11.25 deg. Bend WL WL WL WL WL 8" PVC WL STA: 31+28.54 OFF: 14.50' R FIRE HYDRANT STA: 28+27.00 OFF: 20.00' L FIRE HYDRANT STA:30+98.87 OFF:18.02 R SLO 78 DI #617 RIM=118.16 FL(OUT)=112.36(NE) SD SD STA:30+33.10 OFF:14.11 L 48" SD MH #783 RIM=118.49 FL(IN)=111.20(W) FL(OUT)=111.10(E)STA: 26+94.58 OFF: 34.02' L AIR/VAC VALVE ST A : 2 6 + 7 3 . 0 0 4 " S S L A T ST A : 2 6 + 1 0 . 0 0 ST A : 2 6 + 7 9 . 6 1 4 " S S L A T ST A : 2 7 + 7 3 . 0 0 4 " S S L A T ST A : 2 6 + 5 3 . 0 0 4 " S S L A T ST A : 2 7 + 0 9 . 7 5 ST A : 2 8 + 7 3 . 0 0 4 " S S L A T ST A : 2 7 + 5 3 . 0 0 4 " S S L A T ST A : 2 8 + 1 0 . 1 4 ST A : 2 9 + 7 3 . 0 0 4 " S S L A T ST A : 2 8 + 5 3 . 0 0 4 " S S L A T ST A : 2 9 + 1 0 . 1 4 ST A : 3 1 + 0 7 . 0 6 4 " S S L A T ST A : 3 0 + 1 0 . 1 4 ST A : 2 6 + 3 4 . 8 1 4 " S S L A T STA:90+39.00 OFF:0.00 L 24x24 CB #489 RIM=119.29 FL(IN)=116.26(N) FL(OUT)=116.16(S) ST A : 2 6 + 2 2 . 8 6 1 " W L L A T ST A : 2 6 + 7 2 . 5 7 1 " W L L A T ST A : 2 9 + 4 1 . 5 0 4 " S S L A T WL N 3 3 ° 0 3 ' 2 1 " E S 5 6 ° 5 6 ' 3 9 " E S 88°40'13" E STA:30+40.08 OFF:3.48 R Hughes Ln 48" SS MH #163 RIM=118.63 FL IN= 102.68(SE) FL OUT= 102.58(W) 105 110 115 120 125 105 110 115 120 125 STATION 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 -1.00% -1.65% ST A : 2 7 + 2 8 . 6 1 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 5 7 ST A : 4 0 + 0 0 . 0 0 E a r h a r t W y ST A : 3 1 + 7 6 . 5 4 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 6 4 ST A : 4 + 7 6 . 3 6 J e s p e r s e n R d 2.64% 105 110 115 120 125 105 110 115 120 125 110 115 120 125 110 115 120 125 8" IPS SDR 17 HDPE SS 0.38% 18" HDPE SD 1.90 % 18" HDPE SD 2 . 9 3 % FL(IN)=101.44(E) FL(IN)=101.54(N) FL(OUT)=101.34(W) FL(IN)=112.69(S) FL(IN)=112.69(N) FL(OUT)=112.49(E) ST A : 3 0 + 9 9 . 6 2 O F F : 1 7 . 9 9 ' L SL O 6 0 D I # 6 1 9 TC = 1 1 8 . 1 5 F L = 1 1 7 . 4 9 FL(IN)=110.56(N) FL(IN)=110.56(SW) FL(IN)=110.46(W) FL(OUT)=110.36(SE) 48 " S D M H # 7 3 4 RI M = 1 1 7 . 4 3 FL(IN)=108.45(NE) FL(IN)=108.55(NW) FL(OUT)=108.35(SW) 48 " S S M H # 1 0 1 RI M = 1 1 7 . 4 7 FL(IN)=103.40(SW) FL(IN)=103.40(NE) FL(OUT)=103.20(NW) 8" IPS SDR 17 HDPE SS 0.38% ST A : 2 9 + 5 2 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 6 RI M = 1 1 9 . 3 2 8" PVC WL 48 " S S M H # 1 1 5 RI M = 1 2 1 . 4 4 ST A : 2 7 + 3 4 . 6 1 O F F : 6 . 0 0 ' R = ST A : 3 9 + 9 4 . 0 0 O F F : 6 . 0 0 ' R Ea r h a r t W y FL(OUT)=112.87(S) ST A : 2 9 + 5 2 . 0 0 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 5 4 9 TC = 1 1 9 . 6 3 F L = 1 1 8 . 9 6 FL(IN)=112.69(S) FL(IN)=112.69(N) FL(OUT)=112.49(E) ST A : 2 9 + 5 2 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 6 RI M = 1 1 9 . 3 2 18" HDPE SD 1.6 LF 5.00% 18" HDPE SD 25.5 LF @ 1.00% FL(OUT)=112.99(N) ST A : 2 9 + 5 2 . 0 0 O F F : 1 8 . 0 0 ' R SL O 8 7 D I # 5 5 0 TC = 1 1 9 . 6 3 F L = 1 1 8 . 9 6 FL(IN)=112.22(W) FL(IN)=112.57(N) FL(OUT)=112.12(E) ST A : 2 9 + 8 2 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 7 RI M = 1 1 9 . 0 2 ST A : 3 1 + 8 2 . 5 4 O F F : 6 . 0 0 ' R = ST A : 4 + 7 0 . 3 6 O F F : 6 . 0 0 ' R Je s p e r s e n R d ST A : 3 1 + 6 3 . 5 4 O F F : 1 3 . 0 0 ' L = ST A : 4 + 8 9 . 3 6 O F F : 1 3 . 0 0 ' L Je s p e r s e n R d 18" HDPE SD 26.6 LF 1.00% 8" IPS SDR 17 HDPE SS 0.38% ST A : 3 0 + 3 3 . 1 0 O F F : 1 4 . 1 1 ' L 48 " S D M H # 7 8 3 RI M = 1 1 8 . 4 9 FL(IN)=111.20(W) FL(OUT)=111.10(E) FL(IN)=102.68(SE) FL(OUT)=102.58(W) ST A : 3 0 + 4 0 . 0 8 O F F : 3 . 4 8 ' R 48 " S S M H # 1 6 3 RI M = 1 1 8 . 6 3 18" HDPE SD 18.4 LF @ 21.30% 18" HDPE SD 30.6 LF @ 4.92% FL(IN)=110.56(N) FL(IN)=110.56(SW) FL(IN)=110.46(W) FL(OUT)=110.36(SE) ST A : 3 0 + 9 9 . 6 2 O F F : 1 7 . 9 9 ' L SL O 6 0 D I # 6 1 9 TC = 1 1 8 . 1 5 F L = 1 1 7 . 4 9 ST A : 3 0 + 8 8 . 3 4 O F F : 3 6 . 5 0 ' L 36 x 3 6 C B # 4 9 5 TG = 1 1 8 . 4 6 FL(OUT)=114.44(S) FL(OUT)=112.36(NE) ST A : 3 0 + 9 8 . 8 7 O F F : 1 8 . 0 2 ' R SL O 7 8 D I # 6 1 7 TC = 1 1 8 . 1 6 F L = 1 1 7 . 4 9 FL(IN)=112.22(W) FL(IN)=112.57(N) FL(OUT)=112.12(E) ST A : 2 9 + 8 2 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 3 7 RI M = 1 1 9 . 0 2 18" HDPE SD 23.3 LF @ 15.58% ST A : 9 0 + 3 9 . 0 0 O F F : 0 . 0 0 ' L 24 x 2 4 C B # 4 8 9 RI M = 1 1 9 . 2 9 FL(IN)=116.26(N) FL(OUT)=116.16(S) 18" HDPE SD 0.92% WL WL Hu g h e s L a n e 36 FILE NAME: 1493-0007-UT01-PIP2-UTIL.DWG HUGHES LANE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE MA T C H L I N E ST A 2 6 + 0 0 SE E S H E E T 35 EA R H A R T W A Y SE E S H E E T 40 JE S P E R S E N R O A D SE E S H E E T 31 N Sta: 29+52 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 313 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 6" DOUBLE CHECK VALVE ASSEMBLY PER SLO STD. DWG. 6420 (TYPICAL) 711 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 332 332 311 332 311 313 211 211 21 1 21 1 21 1 33 2 33 2 33 2 33 1 33 2 311 31 1 31 1 181 182 702 702 5 METERS - 2 SADDLES 70 2 20 1 709 709 311 WL 8" PVC GV 8" PVC GV 8" P V C T.B. 8" P V C 12 x 8 Re d u c e r T.B . 8" P V C 8" P V C G V 21 3 70 3 183 20 2 6. 0 0 ' P.U.E. P.U.E.705 705 332 21 1 Sta: 31+00 SD Profile WL 709 708 31 2 31 1 31 1 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 213 312 WL Sta: 29+83 SD Profile 33 2 31 2 21 3 21 3 21 3 6. 0 0 ' 13 . 0 0 ' 5 METERS - 2 SADDLES 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 70 1 73 C 710 1. 3 4 ' 1. 3 3 ' PR I V A T E A L L E Y SE E S H E E T 45 20 3 GV 211 213 GV RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 181 183 181 183 181 RW 2 0 + 21+ 30+ 31 + 32 + 30 + 31+ 4+ 4+ 5+ 6+ 6+ 331 332 333 334 335 336 381 382 383 384 367 366 368 369 WLWL SS SS SS SS SS SS SS SS SS SS WL WL SD SD S D SDSD S D SD SD SDSD SD SD 18 " H D P E S D 1 8 " H D P E S D STA:32+19.54 OFF:8.63 R 48" SS MH #118 RIM=113.81 FL IN= 105.73(NE) FL OUT= 105.53(S) 8" IPS SDR 17 HDPE SS 24" HDPE SD 18 " H D P E S D STA:31+35.20 OFF:17.99 R SLO 87 DI #583 RIM=113.46 FL(IN)=107.87(N) FL(OUT)=107.67(W) STA:30+15.38 OFF:18.24 L Coleman Ln 48" SD MH #753 RIM=114.44 FL(IN)=104.30(N) FL(IN)=104.20(E) FL(OUT)=104.10(W) FL(OUT)=104.30(S) STA:20+08.48 OFF:10.99 R Hughes Ln 48" SS MH #113 RIM=114.35 FL IN= 98.60(N) FL IN= 98.50(E) FL OUT= 98.40(W) STA:30+19.67 OFF:8.63 R Doolittle Dr 48" SS MH #119 RIM=114.15 FL IN= 106.20(E) FL OUT= 106.00(SW) STA:32+19.21 OFF:10.74 L Coleman Ln 48" SD MH #751 RIM=113.71 FL(IN)=107.20(NE) FL(OUT)=107.09(S) STA:30+20.16 OFF:10.82 L Doolittle Dr 48" SD MH #750 RIM=114.15 FL(IN)=107.53(E) FL(OUT)=107.41(SW) 24" HDPE SD 18" HDPE SD 8" PVC WL 8" 45 deg. Bend WL WL STA: 30+48.36 OFF: 17.44' L FIRE HYDRANT SD SD SD STA:31+33.41 OFF:18.01 L SLO 129 DI #582 RIM=113.46 FL(IN)=107.02(N) FL(OUT)=106.82(E) STA:31+45.49 OFF:18.01 L SLO 129 DI #620 RIM=113.46 FL(IN)=107.02(S) WL WL STA: 31+60.00 OFF: 10.38' L BLOW-OFF VALVE STA:30+02.34 OFF:35.32 L Coleman Ln 24x24 CB #496 RIM=114.83 FL(IN)=109.39(N) FL(OUT)=108.00(S) 18" HDPE SD 24.0 LF @ -21.27%STA:31+37.28 OFF:13.01 L 48" SD MH #752 RIM=113.15 FL(IN)=106.53(N) FL(IN)=106.63(W) FL(IN)=106.63(E) FL(OUT)=106.43(S) STA:31+43.70 OFF:17.99 R SLO 87 DI #623 RIM=113.46 FL(IN)=107.87(S) 8" 45 deg. Bend SD SD S 7 4 ° 4 7 ' 5 3 " W N 1°19'47" E S 7 2 ° 0 8 ' 3 0 " E STATION 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 -1.00%1.00% ST A : 3 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 4 . 5 3 ST A : 2 0 + 0 0 . 0 0 H u g h e s L n ST A : 3 2 + 3 9 . 2 3 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 1 8 ST A : 3 0 + 0 0 . 0 2 D o o l i t t l e D r 100 105 110 115 100 105 110 115 FL(IN)=104.30(N) FL(IN)=104.20(E) FL(OUT)=104.10(W) FL(OUT)=104.30(S) ST A : 3 0 + 1 5 . 3 8 O F F : 1 8 . 2 4 ' L 48 " S D M H # 7 5 3 RI M = 1 1 4 . 4 4 24" HDPE SD 1.70% 8" IPS SDR 17 H D P E S S 3 . 1 2 % 18" HDPE SD 0.67% FL(IN)=106.53(N) FL(IN)=106.63(W) FL(IN)=106.63(E) FL(OUT)=106.43(S) ST A : 3 1 + 3 7 . 2 8 O F F : 1 3 . 0 1 ' L 48 " S D M H # 7 5 2 RI M = 1 1 3 . 1 5 ST A : 3 2 + 1 9 . 5 4 O F F : 8 . 6 3 ' R 48 " S S M H # 1 1 8 RI M = 1 1 3 . 8 1 FL(IN)=105.73(NE) FL(OUT)=105.53(S) FL(IN)=107.20(NE) FL(OUT)=107.09(S) ST A : 3 2 + 1 9 . 2 1 O F F : 1 0 . 7 4 ' L 48 " S D M H # 7 5 1 RI M = 1 1 3 . 7 1 18" HDPE SD 0.47% 8" IPS SDR 17 HDPE SS 1.00% 18" HDPE SD 29.6 LF @ 3.50% FL(IN)=106.53(N) FL(IN)=106.63(W) FL(IN)=106.63(E) FL(OUT)=106.43(S) ST A : 3 1 + 3 7 . 2 8 O F F : 1 3 . 0 1 ' L 48 " S D M H # 7 5 2 RI M = 1 1 3 . 1 5 24" HDPE SD 3.6 LF 5.00% FL(IN)=107.02(N) FL(OUT)=106.82(E) ST A : 3 1 + 3 3 . 4 1 O F F : 1 8 . 0 1 ' L SL O 1 2 9 D I # 5 8 2 TC = 1 1 3 . 4 6 F L = 1 1 2 . 7 9 FL(IN)=107.87(N) FL(OUT)=107.67(W) ST A : 3 1 + 3 5 . 2 0 O F F : 1 7 . 9 9 ' R SL O 8 7 D I # 5 8 3 TC = 1 1 3 . 4 6 F L = 1 1 2 . 7 9 8" PVC WL ST A : 3 0 + 0 2 . 3 4 O F F : 3 5 . 3 2 ' L 24 x 2 4 C B # 4 9 6 RI M = 1 1 4 . 8 3 FL(IN)=109.39(N) FL(OUT)=108.00(S) 18" HDPE SD 24.0 LF -21.27% FL(IN)=98.60(N) FL(IN)=98.50(E) FL(OUT)=98.40(W) ST A : 2 0 + 0 8 . 4 8 O F F : 1 0 . 9 9 ' R 48 " S S M H # 1 1 3 RI M = 1 1 4 . 3 5 REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . Co l e m a n L a n e 37 FILE NAME: 1493-0007-UT01-PIP2-UTIL.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE COLEMAN LANE DO O L I T T L E D R I V E SE E S H E E T 38 HU G H E S L A N E SE E S H E E T 35 Sta: 31+37 SD Profile 311 311 211 211 211 332 332 332 332 33 2 33 2 33 2 21 1 31 1 31 1 181 182 709 311 WL SS GV 8" PVC GV 8" P V C T. B . 8" P V C 183 70 3 6. 0 0 ' P.U.E. P.U.E. 705 707 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 311 705 73 C 6. 0 0 ' 21 3 21 1 312 21 1 33 2 1. 1 0 ' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 181 DRAIN CONNECTION FROM STORM WATER CHAMBER 1 Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 0 2 / 2 0 2 5 SD L A T E R A L S A D D E D A N D C B I N V E R T RE V I S E D RM S 1 8" IPS SDR 17 HDPE SS 31+ 32+ 30+ 31 + 32 + 33 + 34 + 35 + 381 382 383 384 385 368 369 370 371 372 373 374 375 376 377 386 434 WL SS SS SS SS SS SS SS SS SS SS SS SS SDSD SD SD SDSDSDSDSD SD STA:30+68.88 OFF:17.98 L SLO 87 DI #584 TC=114.93 FL(OUT)=108.30(S) STA:32+18.61 OFF:18.00 R SLO 87 DI #585 TC=116.42 FL(OUT)=110.27(N) 18" HDPE SD STA:32+18.61 OFF:13.00 L 48" SD MH #749 RIM=116.11 FL(IN)=109.58(E) FL(IN)=109.68(S) FL(OUT)=109.48(W) 18 " H D P E S D 18" HDPE SD18" HDPE SD 18 " H D P E S D STA:34+59.68 OFF:18.00 R SLO 87 DI #587 TC=118.83 FL(OUT)=112.62(N) 18" HDPE SD 18" H D P E S D STA:30+19.67 OFF:8.63 R Doolittle Dr 48" SS MH #119 RIM=114.15 FL IN= 106.20(E) FL OUT= 106.00(SW) STA:32+19.21 OFF:10.74 L Coleman Ln 48" SD MH #751 RIM=113.71 FL(IN)=107.20(NE) FL(OUT)=107.09(S) STA:33+61.18 OFF:6.00 R 48" SS MH #120 RIM=117.67 FL IN= 109.64(E) FL OUT= 109.54(W) 8" I P S S D R 1 7 H D P E S S 18" HDPE SD 24 " H D P E S D 18 " H D P E S D 8" P V C W L 8" 45 deg. Bend ST A : 2 0 + 7 6 . 6 1 ST A : 2 0 + 6 8 . 3 4 4 " S S L A T ST A : 2 1 + 3 9 . 6 1 4 " S S L A T ST A : 2 1 + 1 9 . 6 1 4 " S S L A T ST A : 2 2 + 0 9 . 6 1 4 " S S L A T WLWLWLWLWLWLWL 8" PVC WL STA: 31+70.25 OFF: 19.50' L FIRE HYDRANT SD STA:30+69.05 OFF:12.98 L 48" SD MH #771 RIM=114.62 FL(IN)=108.02(E) FL(IN)=108.12(N) FL(OUT)=107.92(W) S T A : 2 0 + 5 9 . 0 6 4 " S S L A T ST A : 2 1 + 1 6 . 6 2 ST A : 2 1 + 5 9 . 6 1 4 " S S L A T STA:34+59.68 OFF:18.00 L SLO 87 DI #586 TC=118.83 FL(OUT)=112.43(S) STA:34+59.68 OFF:13.00 L 48" SD MH #748 RIM=118.52 FL(IN)=112.15(N) FL(IN)=112.15(S) FL(OUT)=111.95(W)STA: 34+17.46 OFF: 20.00' L FIRE HYDRANT ST A : 2 2 + 1 0 . 0 4 4 " S S L A T ST A : 2 3 + 1 9 . 6 1 4 " S S L A T ST A : 2 4 + 1 9 . 6 1 4 " S S L A T ST A : 2 2 + 3 9 . 6 1 4 " S S L A T ST A : 2 3 + 3 9 . 6 1 4 " S S L A T ST A : 2 4 + 5 2 . 6 1 4 " S S L A T ST A : 2 1 + 7 6 . 6 0 ST A : 2 2 + 7 6 . 6 0 ST A : 2 3 + 7 6 . 3 6 ST A : 2 4 + 6 9 . 4 3 1 " W L L A T SD STA:30+20.16 OFF:10.82 L Doolittle Dr 48" SD MH #750 RIM=114.15 FL(IN)=107.53(E) FL(OUT)=107.41(SW) ST A : 2 0 + 8 8 . 8 6 4 " S S L A T ST A : 2 1 + 7 2 . 8 7 1 " W L L A T ST A : 2 0 + 6 4 . 7 8 4 " S S L A T ST A : 2 4 + 9 7 . 6 1 1 " W L L A T N 1 ° 1 9 ' 4 7 " E S 72° 0 8 ' 3 0 " E S 88°40'13" E S T A : 2 0 + 6 0 . 3 0 ST A : 2 2 + 7 1 . 4 4 1" W L L A T & M E T E R STATION 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 1.00% ST A : 3 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 4 . 1 8 ST A : 3 2 + 3 9 . 2 1 C o l e m a n L n 105 110 115 120 105 110 115 120 110 115 120 110 115 120 105 110 115 120 105 110 115 120 8" IPS SDR 17 HDPE SS 0.99% 8" IPS SDR 17 HDPE SS 1.00% 18" HDPE SD 0.47% 18" HDPE SD 1.00% FL(IN)=107.53(E) FL(OUT)=107.41(SW) ST A : 3 0 + 2 0 . 1 6 O F F : 1 0 . 8 2 ' L 48 " S D M H # 7 5 0 RI M = 1 1 4 . 1 5 ST A : 3 0 + 1 9 . 6 7 O F F : 8 . 6 3 ' R 48 " S S M H # 1 1 9 RI M = 1 1 4 . 1 5 ST A : 3 2 + 1 8 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 9 RI M = 1 1 6 . 1 1 FL(IN)=109.58(E) FL(IN)=109.68(S) FL(OUT)=109.48(W) 18" HDPE SD 1.00% FL(IN)=109.64(E) FL(OUT)=109.54(W) ST A : 3 3 + 6 1 . 1 8 O F F : 6 . 0 0 ' R 48 " S S M H # 1 2 0 RI M = 1 1 7 . 6 7 FL(IN)=112.15(N) FL(IN)=112.15(S) FL(OUT)=111.95(W) ST A : 3 4 + 5 9 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 8 RI M = 1 1 8 . 5 2 FL(IN)=106.20(E) FL(OUT)=106.00(SW) FL(IN)=109.58(E) FL(IN)=109.68(S) FL(OUT)=109.48(W) ST A : 3 2 + 1 8 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 9 TC = 1 1 6 . 1 1 F L = 1 1 5 . 4 4 18" HDPE SD 25.5 LF @ 2.00% FL(OUT)=110.27(N) ST A : 3 2 + 1 8 . 6 1 O F F : 1 8 . 0 0 ' R SL O 8 7 D I # 5 8 5 TC = 1 1 6 . 4 2 F L = 1 1 5 . 7 5 18" HDPE SD 25.5 LF @ 1.50%18" HDPE SD 2.3 LF 5.00%FL(IN)=112.15(N) FL(IN)=112.15(S) FL(OUT)=111.95(W) ST A : 3 4 + 5 9 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 8 RI M = 1 1 8 . 5 2 FL(OUT)=112.43(S) ST A : 3 4 + 5 9 . 6 8 O F F : 1 8 . 0 0 ' L SL O 8 7 D I # 5 8 6 TC = 1 1 8 . 8 3 F L = 1 1 8 . 1 6 FL(OUT)=112.62(N) ST A : 3 4 + 5 9 . 6 8 O F F : 1 8 . 0 0 ' R SL O 8 7 D I # 5 8 7 TC = 1 1 8 . 8 3 F L = 1 1 8 . 1 6 8" PVC WL FL(IN)=108.02(E) FL(IN)=108.12(N) FL(OUT)=107.92(W) ST A : 3 0 + 6 9 . 0 5 O F F : 1 2 . 9 8 ' L 48 " S D M H # 7 7 1 RI M = 1 1 4 . 6 2 FL(IN)=108.02(E) FL(IN)=108.12(N) FL(OUT)=107.92(W) ST A : 3 0 + 6 9 . 0 5 O F F : 1 2 . 9 8 ' L 48 " S D M H # 7 7 1 RI M = 1 1 4 . 6 2 FL(OUT)=108.30(S) ST A : 3 0 + 6 8 . 8 8 O F F : 1 7 . 9 8 ' L SL O 8 7 D I # 5 8 4 TC = 1 1 4 . 9 3 F L = 1 1 4 . 2 6 18" HDPE SD 3.6 LF 5.00% 8" IPS SDR 17 HDPE SS 1.19% Do o l i t t l e D r i v e 38 FILE NAME: 1493-0007-UT01-PIP2-UTIL.DWG 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E S H E E T 39 CO L E M A N L A N E SE E S H E E T 37 N Sta: 32+19 SD Profile Sta: 34+58 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 332 332 332 211 211 332 311 311 311 33 2 33 2 33 2 33 2 33 2 21 1 31 1 31 1 31 1 181 182 20 1 70 2 709 709 332 311 33 2 Sta: 30+69 SD Profile 31 1 33 2 WL SS WL SS WL SS 20 2 183 183 183 70 3 6. 0 0 ' P.U.E. P.U.E. 705 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 73 C 6. 0 0 ' 13 . 0 0 ' 21 1 2" W L L A T , (2 ) 1 " M E T E R S 2 " W L L A T , ( 2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 70 1 1. 0 9 ' 1. 0 0 ' 20 3 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 35 + 36 + 37 + 41+ 42+ 43+ 376 377 378 379 380 394 395 396 397 398 399 387 388 WL WL SS SSSSSSSS SS SS SS SS SD SD SD STA:36+78.00 OFF:6.00 R 48" SS MH #161 RIM=119.41 FL OUT= 113.38(W) STA:42+42.00 OFF:6.00 R Earhart Wy 48" SS MH #121 RIM=119.15 FL(IN)=102.57(N) FL(OUT)=102.47(S) STA:42+52.58 OFF:37.81 R Earhart Wy 36x36 CB #493 RIM=119.50 FL(OUT)=112.70(W) 18" HDPE SD 14.8 LF @ 1.00% 8" IPS SDR 17 HDPE SS 8" I P S S D R 1 7 H D P E S S 18" HDPE SD WLWLWL WL WL 8" PVC WL STA: 36+86.60 OFF: 14.50' L FIRE HYDRANT STA: 36+00.00 OFF: 30.25' L AIR/VAC VALVE ST A : 2 5 + 5 4 . 6 1 4 " S S L A T ST A : 2 5 + 3 4 . 6 1 4 " S S L A T ST A : 2 6 + 7 4 . 6 1 4 " S S L A T ST A : 2 5 + 9 1 . 6 8 ST A : 2 6 + 4 7 . 8 6 1 " W L L A T ST A : 2 6 + 3 4 . 6 1 4 " S S L A T ST A : 2 4 + 9 7 . 6 1 1 " W L L A T STA:37+15.61 OFF:13.00 L 48" SD MH #745 RIM=118.78 FL IN= 112.30(E) FL OUT= 112.10(N) S 88°40'13" E STA:42+52.54 OFF:18.00 R Earhart Wy SLO 36 DI #616 RIM=119.21 FL(IN)=112.55(E) FL(OUT)=112.45(W) 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40 37+60 37+80 38+00 38+20 -1.00%-1.56% ST A : 3 7 + 2 8 . 6 1 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 1 ST A : 4 2 + 4 8 . 0 0 E a r h a r t W y 4.42% FL(IN)=102.57(N) FL(OUT)=102.47(S) 48 " S S M H # 1 2 1 RI M = 1 1 9 . 1 5 FL(OUT)=112.70(W) ST A : 4 2 + 5 2 . 5 8 O F F : 3 7 . 8 1 ' R 36 x 3 6 C B # 4 9 3 RI M = 1 1 9 . 5 0 18" HDPE SD 14.8 LF @ 1.00% ST A : 3 6 + 7 8 . 0 0 O F F : 6 . 0 0 ' R 48 " S S M H # 1 6 1 RI M = 1 1 9 . 4 1 FL(OUT)=113.38(W) 8" IPS SDR 17 HDPE SS 1.19% ST A : 3 7 + 3 4 . 6 1 O F F : 6 . 0 0 ' R = ST A : 4 2 + 4 2 . 0 0 O F F : 6 . 0 0 ' R Ea r h a r t W y 8" PVC WL 18" HDPE SD 28.6 LF @ 0.50% ST A : 4 2 + 5 2 . 5 4 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 6 1 6 RI M = 1 1 9 . 2 1 FL(IN)=112.30(E) FL(OUT)=112.10(N) 48 " S D M H # 7 4 5 RI M = 1 1 8 . 7 8 ST A : 3 7 + 1 5 . 6 1 O F F : 1 3 . 0 0 ' L = ST A : 4 2 + 6 1 . 0 0 O F F : 1 3 . 0 0 ' L Ea r h a r t W y WL Do o l i t t l e D r i v e 39 FILE NAME: 1493-0007-UT01-PIP2-UTIL.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E S H E E T 38 EA R H A R T W A Y SE E S H E E T 41 REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 211 312 211 21 1 31 2 21 3 182 181 20 1 70 2 709 8" P V C GV 8" P V C GV 8" PVC T. B . 21 1 213 20 2 31 1 70 3 6. 0 0 ' P.U.E. P.U.E. 708 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 73 C 6. 0 0 ' 33 2 2" W L L A T , (2 ) 1 " M E T E R S 70 1 332 20 3 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 356 379 380355 393 394 395 396 397 398 399 400 401 387 388 389 390 391 26+ 27+ 28+ 36+ 37+ 40 + 41 + 42 + 43 + 44 + 45 + SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS WLWLWLWLWL WL SD SDSDSD SD SD STA:27+34.61 OFF:6.00 R 48" SS MH #115 RIM=121.44 FL IN= 101.44(E) FL IN= 101.54(N) FL OUT= 101.34(W) STA:42+52.58 OFF:37.81 R 36x36 CB #493 TG=119.50 FL(OUT)=112.70(W) STA:42+42.00 OFF:6.00 R 48" SS MH #121 RIM=119.15 FL IN= 102.57(N) FL OUT= 102.47(S) STA:42+61.00 OFF:13.00 L 48" SD MH #745 RIM=118.78 FL(IN)=112.30(E) FL(OUT)=112.10(N) 8" IPS SDR 17 HDPE SS 8" IPS SDR 17 HDPE SS 18" HDPE SD 18 " H D P E S D STA:43+97.79 OFF:18.00 R SLO 48 DI #581 TC=117.76 FL(OUT)=111.46(W) 18" HDPE SD 14.8 LF 1.00% 8" PVC WL 24" HDPE SD 18" HDPE SD 8" PVC WL ST A : 4 0 + 4 9 . 0 0 4 " S S L A T ST A : 4 0 + 8 0 . 8 4 ST A : 4 3 + 2 9 . 0 0 ST A : 4 2 + 9 7 . 0 0 4 " S S L A T STA:43+97.79 OFF:18.00 L SLO 36 DI #580 TC=117.76 FL(OUT)=111.06(E) STA:43+97.79 OFF:13.00 L 48" SD MH #746 RIM=117.45 FL(IN)=110.77(S) FL(IN)=110.87(W) FL(IN)=110.87(E) FL(OUT)=110.67(N) ST A : 4 1 + 2 3 . 9 2 4 " S S L A T WL WL WL WL WLWL STA: 43+86.13 OFF: 20.00' L FIRE HYDRANT STA: 40+51.69 OFF: 18.30' R FIRE HYDRANT STA:42+52.54 OFF:18.00 R SLO 36 DI #616 TC=119.21 FL(IN)=112.55(E) FL(OUT)=112.45(W) ST A : 4 1 + 4 4 . 0 9 4 " S S L A T ST A : 4 1 + 8 1 . 0 8 ST A : 4 2 + 3 1 . 5 9 4 " S S L A T ST A : 4 3 + 1 9 . 0 9 4 " S S L A T ST A : 4 3 + 5 5 . 8 4 ST A : 4 4 + 0 7 . 0 9 4 " S S L A T ST A : 4 4 + 3 1 . 0 9 4 " S S L A T ST A : 4 4 + 7 5 . 8 4 ST A : 4 5 + 1 3 . 9 7 4 " S S L A T ST A : 4 4 + 9 5 . 0 0 4 " S S L A T ST A : 4 4 + 3 0 . 4 6 ST A : 4 3 + 9 2 . 0 0 4 " S S L A T 18 " H D P E S D ST A : 4 2 + 6 3 . 9 4 4 " S S L A T ST A : 4 3 + 0 6 . 0 9 1 " W L L A T ST A : 4 4 + 7 2 . 0 0 4 " S S L A T ST A : 4 3 + 7 2 . 0 0 4 " S S L A T 8" IPS SDR 17 HDPE SS N 1°19'47" E 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 -1.00% -1.75% -1.00% ST A : 4 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 2 1 . 8 2 ST A : 2 7 + 2 8 . 6 1 H u g h e s L n ST A : 4 0 + 1 7 . 3 8 EL E V : 1 2 1 . 5 2 GR A D E B R E A K ST A : 4 2 + 4 8 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 1 ST A : 3 7 + 2 8 . 6 1 D o o l i t t l e D r ST A : 3 9 + 9 4 . 0 0 O F F : 6 . 0 0 ' R = 48 " S S M H # 1 1 5 RI M = 1 2 1 . 4 4 ST A : 2 7 + 2 8 . 6 1 O F F : 6 . 0 0 ' R H u g h e s L n 8" IPS SDR 17 HDPE SS 0.38% ST A : 4 2 + 4 2 . 0 0 O F F : 6 . 0 0 ' R 48 " S S M H # 1 2 1 RI M = 1 1 9 . 1 5 FL(IN)=102.57(N) FL(OUT)=102.47(S) 8" IPS SDR 17 HDPE SS 0.38% ST A : 4 2 + 6 1 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 5 RI M = 1 1 8 . 7 8 ST A : 4 3 + 9 7 . 7 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 6 RI M = 1 1 7 . 4 5 FL(IN)=110.77(S) FL(IN)=110.87(W) FL(IN)=110.87(E) FL(OUT)=110.67(N) 18" HDPE SD 1.00% 24" HDPE SD 0.91% FL(IN)=101.44(E) FL(IN)=101.54(N) FL(OUT)=101.34(W) FL(IN)=112.30(E) FL(OUT)=112.10(N) ST A : 4 2 + 6 1 . 0 0 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 5 RI M = 1 1 8 . 7 8 18" HDPE SD 14.8 LF 1.00% FL(OUT)=112.70(W) ST A : 4 2 + 5 2 . 5 8 O F F : 3 7 . 8 1 ' R 36 x 3 6 C B # 4 9 3 RI M = 1 1 9 . 5 0 FL(OUT)=111.06(E) ST A : 4 3 + 9 7 . 7 9 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 5 8 0 TC = 1 1 7 . 7 6 F L = 1 1 7 . 0 9 FL(IN)=110.77(S) FL(IN)=110.87(W) FL(IN)=110.87(E) FL(OUT)=110.67(N) ST A : 4 3 + 9 7 . 7 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 6 RI M = 1 1 7 . 4 5 18" HDPE SD 1.6 LF 5.00% FL(OUT)=111.46(W) ST A : 4 3 + 9 7 . 7 9 O F F : 1 8 . 0 0 ' R SL O 4 8 D I # 5 8 1 TC = 1 1 7 . 7 6 F L = 1 1 7 . 0 9 18" HDPE SD 27.0 LF 2.00% 8" PVC WL 8" PVC WL 18" HDPE SD 28.6 LF 0.50% ST A : 4 2 + 5 2 . 5 4 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 6 1 6 TC = 1 1 9 . 2 1 F L = 1 1 8 . 5 5 FL(IN)=112.55(E) FL(OUT)=112.45(W) FL(IN)=112.30(E) FL(OUT)=112.10(N) Ea r h a r t W a y 40 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG N HU G H E S L A N E SE E S H E E T 36 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E S H E E T 41 DO O L I T T L E D R I V E SE E S H E E T 39 Sta: 42+61 SD Profile Sta: 43+98 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 311 311 211 211 332 33 2 31 2 31 1 31 1 33 2 33 2 33 2 21 1 21 1 332 312 181 182 20 1 70 2 709 709 SS SS WL WL 8" P V C GV 8" P V C GV 8" PVCT. B . 8" PVC GV 8" PVC GV 8" P V C T.B. 70 3 311 20 2 31 1 21 3 213 183 183 6. 0 0 ' P.U.E. P.U.E. 73 C 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 3 213 6. 0 0 ' 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 70 1 1. 2 3 ' 1. 2 3 ' 20 3 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 181 181 401 402 403 427 391 392 45 + 4 6 + 50 + 51+ SS SS SS SS SSSS WL WL WLWL SD S D SD SD SD SD 8" IPS SDR 17 HDPE SS STA:46+39.03 OFF:8.64 R 48" SS MH #122 RIM=115.26 FL IN= 104.24(NE) FL OUT= 104.04(S) STA:46+43.62 OFF:14.70 L SLO 129 DI #575 TC=115.35 FL(IN)=108.39(NE) FL(IN)=108.39(S) FL(IN)=108.39(SE) FL(OUT)=108.29(W) STA:46+43.87 OFF:15.60 R SLO 129 DI #548 TC=115.52 FL(OUT)=108.73(NW) STA:50+19.68 OFF:8.64 R 48" SS MH #123 RIM=115.42 FL IN= 104.55(E) FL OUT= 104.35(SW) STA:50+18.66 OFF:11.24 L 48" SD MH #744 RIM=115.34 FL(IN)=108.72(E) FL(OUT)=108.62(SW) STA:46+38.02 OFF:57.77 L 36 CMP Flared End Section #307 RIM=111.39 FL(IN)=108.09(E) 8" PVC WL 8" 45 deg. Bend SD SD ST A : 4 5 + 8 5 . 4 2 4 " S S L A T ST A : 4 5 + 2 8 . 9 9 ST A : 4 5 + 4 7 . 3 3 4 " S S L A T ST A : 4 5 + 7 5 . 8 4 ST A : 4 6 + 1 2 . 5 2 4 " S S L A T 2 4 "H D P E S D N 1°19'47" E STA:45+70.42 OFF:18.00 L SLO 72 DI #627 TC=116.03 FL(OUT)=109.34(E) STA:45+70.42 OFF:13.00 L 48" SD MH #785 RIM=115.72 FL(IN)=109.08(S) FL(IN)=109.18(W) FL(OUT)=108.98(N) STA:45+40.68 OFF:13.00 L 48" SD MH #786 RIM=116.02 FL(IN)=109.39(S) FL(IN)=109.49(E) FL(OUT)=109.29(N) STA:45+40.68 OFF:18.00 R SLO 72 DI #628 TC=116.33 FL(OUT)=109.78(W) ST A : 4 5 + 1 3 . 9 7 4 " S S L A T 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 105 110 115 120 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 44+80 45+00 45+20 45+40 45+60 45+80 46+00 46+20 46+40 46+60 46+80 47+00 47+20 47+40 47+60 47+80 48+00 48+20 48+40 48+60 48+80 49+00 49+20 1.00% ST A : 4 6 + 5 8 . 7 0 = CE N T E R L I N E I N T X EL E V : 1 1 5 . 4 0 ST A : 5 0 + 0 0 . 0 0 W r i g h t B r o s W y ST A : 4 6 + 4 3 . 7 5 EL E V : 1 1 5 . 2 5 L O W P O I N T 8" IPS SDR 17 HDPE SS 0.38%8" IPS SDR 17 HDPE SS 0.39% 36" HDPE SD 0.61% ST A : 4 6 + 4 3 . 6 2 O F F : 1 4 . 7 0 ' L SL O 1 2 9 D I # 5 7 5 RI M = 1 1 5 . 3 5 FL(IN)=108.39(NE) FL(IN)=108.39(S) FL(IN)=108.39(SE) FL(OUT)=108.29(W) ST A : 4 6 + 3 9 . 0 3 O F F : 8 . 6 4 ' R 48 " S S M H # 1 2 2 RI M = 1 1 5 . 2 6 FL(IN)=104.24(NE) FL(OUT)=104.04(S) 24" HDPE SD 0.91% 36" HDPE SD 0.50% FL(IN)=108.09(E) ST A : 4 6 + 3 8 . 0 2 O F F : 5 7 . 7 7 ' L 36 C M P F l a r e d E n d S e c t i o n # 3 0 7 FL(IN)=108.39(NE) FL(IN)=108.39(S) FL(IN)=108.39(SE) FL(OUT)=108.29(W) ST A : 4 6 + 4 3 . 6 2 O F F : 1 4 . 7 0 ' L SL O 1 2 9 D I # 5 7 5 RI M = 1 1 5 . 3 5 FL(OUT)=108.73(NW) ST A : 4 6 + 4 3 . 8 7 O F F : 1 5 . 6 0 ' R SL O 1 2 9 D I # 5 4 8 RI M = 1 1 5 . 5 2 18" HDPE SD 20.3 LF 1.08% 8" PVC WL FL(IN)=109.39(S) FL(IN)=109.49(E) FL(OUT)=109.29(N) FL(IN)=109.08(S) FL(IN)=109.18(W) FL(OUT)=108.98(N) 24" HDPE SD 0.80% ST A : 4 5 + 7 0 . 4 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 8 5 RI M = 1 1 5 . 7 2 ST A : 4 5 + 4 0 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 8 6 RI M = 1 1 6 . 0 2 FL(IN)=109.39(S) FL(IN)=109.49(E) FL(OUT)=109.29(N) FL(OUT)=109.78(W) 18" HDPE SD 26.0 LF @ 1.00% FL(IN)=109.08(S) FL(IN)=109.18(W) FL(OUT)=108.98(N) ST A : 4 5 + 7 0 . 4 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 8 5 RI M = 1 1 5 . 7 2 18" HDPE SD 3.0 LF @ 5.00% FL(OUT)=109.34(E) ST A : 4 5 + 7 0 . 4 2 O F F : 1 8 . 0 0 ' L SL O 7 2 D I # 6 2 7 RI M = 1 1 6 . 0 3 ST A : 4 5 + 4 0 . 6 8 O F F : 1 8 . 0 0 ' R SL O 7 2 D I # 6 2 8 RI M = 1 1 6 . 3 3 ST A : 4 5 + 4 0 . 6 8 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 8 6 RI M = 1 1 6 . 0 2 0.31% Ea r h a r t W a y 41 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E S H E E T 40 WR I G H T B R O T H E R S W A Y SE E S H E E T 42 Sta: 46+44 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 182 311 301 311 211 211 332 21 1 31 1 31 1 31 1 30 1 181 20 1 WL SS 70 3 20 2 183 6. 0 0 ' P.U.E. P.U.E. BIK E B R I D G E P E R MA S S G R A D I N G P L A N 705 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 3 73 C 6. 0 0 ' 70 2 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 311 311 332 332 Sta: 45+70 SD ProfileSta: 45+40 SD Profile WL SS WL SS 31 1 31 1 31 1 1. 2 3 ' 1. 4 4 ' 20 3 ROCK SLOPE PROTECTION PER SLOCo. DET. H-5. ROCK SIZE RSP CLASS: 75 lb, Backing #1, Method B Placement LENGTH:25' WIDTH:15' DEPTH:18" RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 6" P V C S S - S D R - 3 5 ( P V T ) 402 405 424 425404403 430 431429 428 427 391 392 436 46+ 50+ 51 + 52 + 53 + 54 + 55 + 30+ 31+ 96+ SSS S SS SS SS SS SSSSSS SS SS SS SS SS SS SS WL WL WL WL WL SDSDSD SD SD SD SD SDSD SD STA:51+27.25 OFF:13.00 L 48" SD MH #743 RIM=116.42 FL(IN)=109.37(E) FL(IN)=109.46(N) FL(IN)=109.46(S) FL(OUT)=109.26(W) STA:51+27.25 OFF:18.00 L SLO 36 DI #576 RIM=116.72 FL(OUT)=109.65(S) 18 " H D P E S D 18" HDPE SD STA:51+27.25 OFF:35.83 R 36x36 CB #494 RIM=116.65 FL(OUT)=110.67(N)STA:51+27.25 OFF:18.00 R SLO 36 DI #577 RIM=116.72 FL(IN)=110.31(S) FL(OUT)=110.21(N) 30" HDPE SD 30" HDPE SD 36" H D P E S D STA:52+17.23 OFF:13.00 L 48" SD MH #742 RIM=117.27 FL(IN)=110.00(N) FL(IN)=109.90(E) FL(OUT)=109.80(W) 30" HDPE SD 48" SD MH #744 RIM=115.34 FL(IN)=108.72(E) FL(OUT)=108.62(SW) STA:50+19.68 OFF:8.64 R 48" SS MH #123 RIM=115.42 FL IN= 104.55(E) FL OUT= 104.35(SW) STA:52+36.23 OFF:6.00 R 48" SS MH #124 RIM=117.65 FL IN= 105.44(E) FL IN= 105.54(N) FL OUT= 105.34(W) 6" LATERAL WYE FL OUT= 105.51(W) FL IN= 105.51(E) FL IN= 105.67(S) STA:53+68.77 OFF:13.00 L 48" SD MH #747 RIM=118.80 FL(IN)=111.00(S) FL(IN)=111.00(N) FL(IN)=110.90(E) FL(OUT)=110.80(W) SD SD 8" I P S S D R 1 7 H D P E S S 18" H D P E S D 8" IPS SDR 17 HDPE SS STA:46+43.62 OFF:14.70 L SLO 129 DI #575 TC=115.35 FL(IN)=108.39(NE) FL(IN)=108.39(S) FL(IN)=108.39(SE) FL(OUT)=108.29(W) STA:46+43.87 OFF:15.60 R SLO 129 DI #548 TC=115.52 FL(OUT)=108.73(NW) 18 " H D P E S D 18 " H D P E S D 8" IPS SDR 17 HDPE SS 8" IPS SDR 17 HDPE SS 18" HDPE SD 30" HDPE SD STA:52+49.61 OFF:13.00 L 48" SD MH #757 RIM=117.53 FL(IN)=110.14(E) FL(IN)=110.24(S) FL(OUT)=110.04(W) STA:53+68.77 OFF:52.68 R 36x36 CB #492 TG=117.49 FL(OUT)=112.25(N) 8" PVC WL 36" HDPE S D 8" P V C W L 8" I P S S D R 1 7 H D P E S S 8" 45 deg. Bend ST A : 5 0 + 5 6 . 8 5 4 " S S L A T WL WL WL STA: 50+11.16 OFF: 16.94' L FIRE HYDRANT SD SD 18 " H D P E S D STA:53+00.15 OFF:13.00 L 48" SD MH #770 RIM=118.15 FL(IN)=110.47(E) FL(IN)=110.57(N) FL(IN)=110.57(S) FL(OUT)=110.37(W) 18" HDPE SD STA:53+00.15 OFF:18.00 L SLO 36 DI #614 RIM=118.46 FL(OUT)=110.65(S)18" SD Cap #357 FL=111.23(S) STA:53+00.15 OFF:18.00 R SLO 36 DI #615 RIM=118.46 FL(OUT)=112.06(N) STA: 54+60.00 OFF: 23.70' L AIR/VAC VALVE SD SD ST A : 5 0 + 9 7 . 6 0 1 " W L L A T 30" HDPE SD30" HDPE SD 8" PVC WL WL N 1 ° 1 9 ' 4 7 " E N 1 ° 1 9 ' 4 7 " E S 88°40'13" E STA: 52+92.16 OFF: 20.00' R FIRE HYDRANT 100 105 110 115 120 100 105 110 115 120 105 110 115 120 125 105 110 115 120 125 105 110 115 120 125 105 110 115 120 125 STATION 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 48+80 49+00 49+20 49+40 49+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 ST A : 5 0 + 0 0 . 0 0 = KU N C K L E H A L F D E L T A EL E V : 1 1 5 . 4 0 ST A : 4 6 + 5 8 . 7 0 E a r h a r t W y ST A : 5 2 + 3 0 . 2 3 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 7 1 ST A : 3 0 + 0 0 . 0 0 Y e a g e r C t 8" IPS SDR 17 HDPE SS 0.40% 30" HDPE SD 0.50% ST A : 5 3 + 6 8 . 7 7 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 7 RI M = 1 1 8 . 8 0 FL(IN)=111.00(S) FL(IN)=111.00(N) FL(IN)=110.90(E) FL(OUT)=110.80(W) 8" IPS SDR 17 HDPE SS 17.4 LF @ 0.40% ST A : 5 2 + 3 6 . 2 3 O F F : 6 . 0 0 ' R 48 " S S M H # 1 2 4 RI M = 1 1 7 . 6 5 FL(IN)=105.44(E) FL(IN)=105.54(N) FL(OUT)=105.34(W) ST A : 5 2 + 1 7 . 2 3 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 2 RI M = 1 1 7 . 2 7 FL(IN)=110.00(N) FL(IN)=109.90(E) FL(OUT)=109.80(W) 30" HDPE SD 0.50% ST A : 5 1 + 2 7 . 2 5 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 3 RI M = 1 1 6 . 4 2 FL(IN)=109.37(E) FL(IN)=109.46(N) FL(IN)=109.46(S) FL(OUT)=109.26(W) 30" HDPE SD 0.50% ST A : 5 0 + 1 8 . 6 6 O F F : 1 1 . 2 4 ' L 48 " S D M H # 7 4 4 RI M = 1 1 5 . 3 4 FL(IN)=108.72(E) FL(OUT)=108.62(SW) 36" HDPE SD 0.61% 8" IPS SDR 17 HDPE SS 0.39%8" IPS SDR 17 HDPE SS 0.38% ST A : 5 0 + 1 9 . 6 8 O F F : 8 . 6 4 ' R 48 " S S M H # 1 2 3 RI M = 1 1 5 . 4 2 FL(IN)=104.55(E) FL(OUT)=104.35(SW) 1.00% 0.56% -1.00% 1.00% FL(OUT)=109.65(S) ST A : 5 1 + 2 7 . 2 5 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 5 7 6 TC = 1 1 6 . 7 2 F L = 1 1 6 . 0 6 FL(IN)=109.37(E) FL(IN)=109.46(N) FL(IN)=109.46(S) FL(OUT)=109.26(W) ST A : 5 1 + 2 7 . 2 5 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 3 RI M = 1 1 6 . 4 2 18" HDPE SD 1.6 LF 5.00% 18" HDPE SD 27.5 LF 2.50% 18" HDPE SD 12.8 LF 2.50% FL(IN)=110.31(S) FL(OUT)=110.21(N) ST A : 5 1 + 2 7 . 2 5 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 5 7 7 TC = 1 1 6 . 7 2 F L = 1 1 6 . 0 6 FL(OUT)=110.67(N) ST A : 5 1 + 2 7 . 2 5 O F F : 3 5 . 8 3 ' R 36 x 3 6 C B # 4 9 4 RI M = 1 1 6 . 6 5 FL(OUT)=112.25(N) ST A : 5 3 + 6 8 . 7 7 O F F : 5 2 . 6 8 ' R 36 x 3 6 C B # 4 9 2 RI M = 1 1 7 . 4 9 18" HDPE SD 2.00% FL(IN)=111.00(S) FL(IN)=111.00(N) FL(IN)=110.90(E) FL(OUT)=110.80(W) ST A : 5 3 + 6 8 . 7 7 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 7 RI M = 1 1 8 . 8 0 18" HDPE SD 22.6 LF 1.00% FL(IN)=110.47(E) FL(IN)=110.57(N) FL(IN)=110.57(S) FL(OUT)=110.37(W) ST A : 5 3 + 0 0 . 1 5 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 0 RI M = 1 1 8 . 1 5 FL(OUT)=110.65(S) ST A : 5 3 + 0 0 . 1 5 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 6 1 4 TC = 1 1 8 . 4 6 F L = 1 1 7 . 7 9 FL(OUT)=112.06(N) ST A : 5 3 + 0 0 . 1 5 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 6 1 5 TC = 1 1 8 . 4 6 F L = 1 1 7 . 7 9 18" HDPE SD 27.6 LF 5.00% 18" HDPE SD 1.5 LF 2.00% 30" HDPE SD 28.4 LF 0.50% ST A : 5 2 + 4 9 . 6 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 5 7 RI M = 1 1 7 . 5 3 ST A : 5 3 + 0 0 . 1 5 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 7 0 RI M = 1 1 8 . 1 5 30" HDPE SD 0.50%30" HDPE SD 0.50% 8" PVC WL 8" PVC WL FL(IN)=110.14(E) FL(IN)=110.24(S) FL(OUT)=110.04(W) Wr i g h t B r o t h e r s W a y 42 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WRIGHT BROTHERS WAY MA T C H L I N E ST A 5 5 + 0 0 SE E S H E E T 43 EA R H A R T W A Y SE E S H E E T 41 YE A G E R C O U R T SE E S H E E T 44 N Sta: 51+27 SD Profile Sta: 53+69 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 6" DOUBLE CHECK VALVE ASSEMBLY PER SLO STD. DWG. 6420 (TYPICAL) 711 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 332 332 332 332 332 311 311 312 312 211 211 311 311 31 1 31 1 33 2 33 2 33 2 33 2 33 2 33 2 31 2 31 2 21 1 21 1 33 2 181 182 702 702 6 METERS - 2 SADDLES 20 1 70 1 709 709 332 311 311 Sta: 53+00 SD Profile WL SS WL SS SS WL 8" PVC GV 8" PVC GV 8" P V C T.B. 8" PVC 8" PVC GV 6" P V C T.B. 33 2 33 2 31 1 31 1 183 183 183 70 3 END CAP 20 2 6. 0 0 ' P.U.E. P.U.E. 705 709 708 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 3 21 3 73 C 6. 0 0 ' 6. 0 0 ' 13 . 0 0 ' 6 METERS - 2 SADDLES 710 1. 5 8 ' PR I V A T E A L L E Y SE E S H E E T 45 20 3 ROCK SLOPE PROTECTION PER SLOCo. DET. H-5. ROCK SIZE RSP CLASS: 75 lb, Backing #1, Method B Placement LENGTH:25' WIDTH:15' DEPTH:18" RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 181 2. 0 7 ' 11+ 12+ 13+ 55 + 56 + 57 + 58 + 59 + SS SS S S S S SS SS SSSSSS RC W RCW W L S D SDSDSDSD SD SD SD SD WL STA:56+95.42 OFF:13.00 L 48" SD MH #726 RIM=119.11 FL(IN)=112.98(N) FL(IN)=112.82(S) FL(IN)=112.72(E) FL(OUT)=112.61(W) STA:12+59.37 OFF:13.09 L 48" SD MH #728 RIM=120.79 FL(IN)=111.98(E) FL(IN)=112.08(S) FL(OUT)=111.88(W) 30" HDPE SD STA:12+38.37 OFF:6.92 R 48" SS MH #104 RIM=122.23 FL IN= 107.05(N) FL IN= 106.95(E) FL OUT= 106.85(W) 8" IPS SDR 17 HDPE SS STA:56+96.23 OFF:19.96 R SLO 129 DI #571 TC=119.43 FL(OUT)=114.40(N) STA:57+04.03 OFF:16.59 L SLO 87 DI #570 TC=119.49 FL(OUT)=113.04(W) 8" PVC WL WLWLWL SD STA: 55+30.32 OFF: 37.31' L FIRE HYDRANT STA: 56+15.92 OFF: 20.09' L BLOW-OFF-VALVE STA: 57+00.57 OFF: 10.38' L BLOW-OFF-VALVE STA: 57+02.92 OFF: 8.55' R BLOW-OFF-VALVE STA: 57+52.54 OFF: 28.84' R AIR/VAC VALVE 30" HDPE SD STA:57+95.49 OFF:18.67 R SLO 66 DI #603 TC=120.04 FL(OUT)=113.69(N) STA:57+95.49 OFF:13.00 L 48" SD MH #766 RIM=119.69 FL(IN)=113.28(E) FL(IN)=113.38(N) FL(IN)=113.38(S) FL(OUT)=113.18(W) STA:57+95.99 OFF:18.00 L SLO 48 DI #602 TC=120.00 FL(OUT)=113.56(S) 30" HDPE SD 18 " H D P E S D 18" HDPE SD 3.54 LF @ 5.00% SLOPE STA: 58+03.56 OFF: 20.00' L FIRE HYDRANT SS S 88°40'13" E STA: 56+36.12 OFF: 35.96' L AIR/VAC VALVE STA: 57+35.74 OFF: 25.18' L 2" IRR. RW METER STA: 57+48.43 OFF: 32.29' R 3" IRR. RW METER R C W R C W R C W 1 8 " H D P E S D 12" DIP CL. 350 RW WL WL 18" HDPE SD 3.55 LF @ 1.00% SLOPE 105 110 115 120 105 110 115 120 105 110 115 120 125 105 110 115 120 125 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 54+80 55+00 55+20 55+40 55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 57+20 57+40 57+60 57+80 58+00 58+20 58+40 58+60 58+80 59+00 STATION 0.56% ST A : 5 5 + 8 2 . 5 5 = CE N T E R L I N E I N T X EL E V : 1 2 2 . 7 9 ST A : 1 2 + 4 4 . 3 7 J e s p e r s e n R d -1.62%0.50% ST A : 5 6 + 9 5 . 4 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 2 6 RI M = 1 1 9 . 1 1 FL(IN)=112.98(N) FL(IN)=112.82(S) FL(IN)=112.72(E) FL(OUT)=112.61(W) 30" HDPE SD 0.50% ST A : 5 5 + 6 7 . 5 3 O F F : 1 3 . 0 0 ' L = 48 " S D M H # 7 2 8 RI M = 1 2 0 . 7 9 ST A : 1 2 + 4 6 . 5 0 O F F : 1 4 . 9 2 ' L J e s p e r s e n R d FL(IN)=111.98(E) FL(IN)=112.08(S) FL(OUT)=111.88(W) ST A : 5 5 + 8 9 . 5 3 O F F : 6 . 0 0 ' R = 48 " S S M H # 1 0 4 RI M = 1 2 2 . 2 3 ST A : 1 2 + 4 4 . 3 7 O F F : 6 . 9 2 ' R J e s p e r s e n R d FL(IN)=107.05(N) FL(IN)=106.95(E) FL(OUT)=106.85(W) 8" IPS SDR 17 HDPE SS 1 . 6 8 % 8" PVC WL FL(OUT)=113.04(W) ST A : 5 7 + 0 4 . 0 3 O F F : 1 6 . 5 9 ' L SL O 8 7 D I # 5 7 0 RI M = 1 1 9 . 4 9 FL(IN)=112.98(N) FL(IN)=112.82(S) FL(IN)=112.72(E) FL(OUT)=112.61(W) ST A : 5 6 + 9 5 . 4 2 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 2 6 RI M = 1 1 9 . 1 1 18" HDPE SD 31.6 LF 4.73% FL(OUT)=114.40(N) ST A : 5 6 + 9 6 . 2 3 O F F : 1 9 . 9 6 ' R SL O 1 2 9 D I # 5 7 1 RI M = 1 1 9 . 4 3 30" HDPE SD 0.50% 8" IPS SDR 17 HDPE SS 0.40% FL(OUT)=113.56(S) ST A : 5 7 + 9 5 . 9 9 O F F : 1 8 . 0 0 ' L SL O 4 8 D I # 6 0 2 RI M = 1 2 0 . 0 0 FL(IN)=113.28(E) FL(IN)=113.38(N) FL(IN)=113.38(S) FL(OUT)=113.18(W) ST A : 5 7 + 9 5 . 4 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 6 6 RI M = 1 1 9 . 6 9 FL(OUT)=113.69(N) ST A : 5 7 + 9 5 . 4 9 O F F : 1 8 . 6 7 ' R SL O 6 6 D I # 6 0 3 RI M = 1 2 0 . 0 4 18" HDPE SD 1.1 LF 5.00% 18" HDPE SD 27.2 LF 1.00% ST A : 5 7 + 9 5 . 4 9 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 6 6 RI M = 1 1 9 . 6 9 FL(IN)=113.28(E) FL(IN)=113.38(N) FL(IN)=113.38(S) FL(OUT)=113.18(W) 12" DIP CL. 350 RW 18" HDPE SD 3.5 LF @ 1.00% WL R C W Wr i g h t B r o t h e r s W a y 43 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WRIGHT BROTHERS WAY MA T C H L I N E ST A 5 5 + 0 0 SE E S H E E T 42 JE S P E R S E N R O A D SE E S H E E T 32 N Sta: 57+04 SD Profile REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 36"x36" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 332 332 211 311 311 31 1 31 1 33 1 33 2 33 2 21 1 709 WL RW SS T . B . T. B . T.B. T.B. 8 " P V C 12 " D I P C L . 3 5 0 1 2 " D I P C L . 3 5 0 12" DIP CL. 350 8" PVC 8" PVC 8 " P V C 8" P V C S E E V E R T . A N G . I N P R O F I L E GV GV 1 1 . 2 5 A N G . 11.25 ANG. 11.25 ANG. 1 1 . 2 5 A N G . GV GV G V 183 6. 0 0 ' P.U.E. 710 708 707 708 707 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 3 73 C 6. 0 0 ' 13 . 0 0 ' WRIGHT BROS. WAY 181 182 CAP CAP CAP 332 311 311 709 Sta: 57+96 SD Profile 31 1 31 1 33 1 181 707 CONST. TEMP. SS CO #2a PER 6710 PROVIDE 8" GATE VALVE, 4x8 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. WL SS P.U.E. PROVIDE 12" GATE VALVE, 4x12 REDUCER AND 2' LONG 4" FLANGE SPOOL, BLIND FLANGE AND T.B. ADD BLOW-OFF VALVE. 1. 0 0 ' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 183181 2. 2 1 ' 6" PVC SS - SDR-35 (PVT) 425 404 430 431 432 433 429428 51+ 52+ 53+ 30 + 31 + 3 2 + 96 + SS SS SS SS SS SS SS SS SS SS SS WL WL WL WL SD SD SD SD SD SD SD SD WL STA:52+17.23 OFF:13.00 L 48" SD MH #742 RIM=117.27 FL(IN)=110.00(N) FL(IN)=109.90(E) FL(OUT)=109.80(W) STA:52+49.61 OFF:13.00 L 48" SD MH #757 RIM=117.53 FL(IN)=110.14(E) FL(IN)=110.24(S) FL(OUT)=110.04(W) STA:31+34.81 OFF:18.00 R SLO 36 DI #579 RIM=116.50 FL(OUT)=111.39(W) 18" HDPE SD18" HDPE SD STA:31+34.81 OFF:13.00 L 48" SD MH #741 RIM=116.19 FL(IN)=110.76(N) FL(IN)=111.24(W) FL(IN)=111.24(E) FL(OUT)=110.66(S) STA:31+34.81 OFF:18.00 L SLO 36 DI #578 RIM=116.50 FL(OUT)=111.26(E) 18" HDPE SD 18" H D P E S D 8" IPS SDR 17 HDPE SS 8" PVC WL 8" PVC WL STA:52+36.23 OFF:6.00 R 48" SS MH #124 RIM=117.65 FL IN= 105.44(E) FL IN= 105.54(N) FL OUT= 105.34(W) ST A : 3 0 + 5 1 . 0 0 4 " S S L A T ST A : 3 1 + 2 4 . 0 0 4 " S S L A T ST A : 3 0 + 8 1 . 0 0 ST A : 3 0 + 4 9 . 0 0 4 " S S L A T ST A : 3 0 + 8 0 . 7 3 ST A : 3 1 + 2 2 . 0 0 4 " S S L A T WL SD SD ST A : 3 1 + 8 7 . 7 2 4 " S S L A T ST A : 3 1 + 8 1 . 1 3 STA:32+03.38 OFF:27.73 R 48" SS MH #130 RIM=115.76 FL OUT= 109.58(S) STA:31+96.09 OFF:0.26 R 48" SD MH #740 RIM=116.38 FL(IN)=111.24(NW) FL(OUT)=111.04(S) STA:32+37.88 OFF:0.00 L SLO 129 DI #574 RIM=115.83 FL(OUT)=111.44(SE) STA: 32+26.52 OFF: 28.76' R FIRE HYDRANT STA:31+96.09 OFF:0.26 R 48" SD MH #740 RIM=116.38 FL(IN)=111.24(NW) FL(OUT)=111.04(S) ST A : 3 1 + 4 3 . 9 8 4 " S S L A T N 1°19'47" E S 8 8 ° 4 0 ' 1 3 " E 18" HDPE SD 27.5 LF 0.50% ST A : 2 9 + 9 4 . 0 0 O F F : 6 . 0 0 ' R = ST A : 5 2 + 3 6 . 2 3 O F F : 6 . 0 0 ' R Wr i g h t B r o s W y ST A : 3 0 + 1 3 . 0 0 O F F : 1 3 . 0 0 ' L = ST A : 5 2 + 1 7 . 2 3 O F F : 1 3 . 0 0 ' L Wr i g h t B r o s W y 105 110 115 120 105 110 115 120 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 -1.00%1.00% ST A : 3 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 8 0 ST A : 5 2 + 3 0 . 2 3 W r i g h t B r o s W y ST A : 3 2 + 0 3 . 3 9 EL E V : 1 1 6 . 4 6 CE N T E R O F C U L - D E - S A C 8" IPS SDR 17 HDPE S S 1 . 8 6 % 48 " S S M H # 1 2 4 RI M = 1 1 7 . 6 5 FL(IN)=105.44(E) FL(IN)=105.54(N) FL(OUT)=105.34(W) 48 " S D M H # 7 4 2 RI M = 1 1 7 . 2 7 FL(IN)=110.00(N) FL(IN)=109.90(E) FL(OUT)=109.80(W) 18" HDPE SD 0.56% ST A : 3 1 + 3 4 . 8 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 1 RI M = 1 1 6 . 1 9 18" HDPE SD 0.50% ST A : 3 2 + 0 3 . 3 8 O F F : 2 7 . 7 3 ' R 48 " S S M H # 1 3 0 RI M = 1 1 5 . 7 6 FL(OUT)=109.58(S) ST A : 3 1 + 9 6 . 0 9 O F F : 0 . 2 6 ' R 48 " S D M H # 7 4 0 RI M = 1 1 6 . 3 8 FL(IN)=111.24(NW) FL(OUT)=111.04(S) 18" HDPE SD 34.8 LF 0.50% FL(OUT)=111.44(SE) ST A : 3 2 + 3 7 . 8 8 O F F : 0 . 0 0 ' L SL O 1 2 9 D I # 5 7 4 RI M = 1 1 5 . 8 3 8" PVC WL 18" HDPE SD 27.5 LF @ 0.50% FL(IN)=110.76(N) FL(IN)=111.24(W) FL(IN)=111.24(E) FL(OUT)=110.66(S) 18" HDPE SD 1.5 LF @ 0.50% ST A : 3 1 + 3 4 . 8 1 O F F : 1 8 . 0 0 ' R SL O 3 6 D I # 5 7 9 RI M = 1 1 6 . 5 0 FL(OUT)=111.39(W) ST A : 3 1 + 3 4 . 8 1 O F F : 1 3 . 0 0 ' L 48 " S D M H # 7 4 1 RI M = 1 1 6 . 1 9 ST A : 3 1 + 3 4 . 8 1 O F F : 1 8 . 0 0 ' L SL O 3 6 D I # 5 7 8 RI M = 1 1 6 . 5 0 FL(OUT)=111.26(E) 18" HDPE SD 24.0 LF @ -21.27% FL(IN)=109.39(N) FL(OUT)=108.00(S) ST A : 2 + 1 3 . 2 9 O F F : 0 . 0 0 ' R 24 x 2 4 C B # 4 9 6 RI M = 1 1 4 . 8 3 4" PVC SD 0.00% ST A : 2 + 3 4 . 6 4 O F F : 2 1 . 0 7 ' L 48 " S D M H # 7 5 3 RI M = 1 1 4 . 4 4 ST A : 2 + 3 9 . 3 0 O F F : 1 0 . 4 5 ' R 48 " S S M H # 1 1 3 RI M = 1 1 4 . 3 5 FL(IN)=98.60(N) FL(IN)=98.50(E) FL(OUT)=98.40(W) ST A : 0 + 9 8 . 6 2 O F F : 2 5 . 6 4 ' L SD 0 3 S T A T I O N I N G 48 " S D M H # 7 5 5 RI M = 1 1 0 . 4 3 FL(IN)=103.19(E) FL(OUT)=102.99(SW) 8" PVC WL 30" HDPE SD 0.80% 8" IPS SDR 17 HDPE SS 0.38% ST A : 1 + 0 2 . 1 9 O F F : 4 . 9 9 ' R ?? ? 4" S D C O # 6 5 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 >>>>>> 331 332 333 334 367 20 + 30 + 31+ SSS S SS SS SS SS SS WL WL SD SD SD SD SD SD SDSD WL WL W L 1+2+ PC : 2 + 0 8 . 2 5 ' P T : 2 + 2 7 . 8 9 ' SD 4" PVC SD 109.3 LF 0.00% 4" PVC SD 4.4 LF -1.00% 18" HDPE SD 24.0 LF -21.27% STA:2+13.29 OFF:0.00 R= STA:19+97.66 OFF:35.32 R Hughes Ln 24x24 CB #496 RIM=114.83 FL(IN)=109.39 FL(OUT)=109.39 CO STA:1+02.19 OFF:4.99 R 4" SD CO #65 RIM=116.15 FL IN= 108.04(E) 5+6+ STA:0+98.62 OFF:25.64 L 48" SD MH #755 RIM=110.43 FL(IN)=103.19 FL(OUT)=102.99 4+ 5+5+ STA:2+34.64 OFF:21.07 L= STA:30+15.38 OFF:18.24 L Coleman Ln 48" SD MH #753 RIM=114.44 FL(IN)=104.30 FL(OUT)=104.30 8" HDPE SS (SEE SHT. 47) 30" HDPE SD (SEE SHT. 46) 8" PVC WL (SEE SHT. 48) Ye a g e r C o u r t a n d H u g h e s L a n e P r i v a t e A l l e y 44 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE YEAGER COURT WR I G H T B R O T H E R S W A Y SE E S H E E T 42 REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 302 USE 2 SACK SLURRY BACKFILL OVER SHALLOW UTILITY, 3' MIN. COVER PER SLOCo STD DET U-4b. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 WATERLINE LOWERING DETAIL-UTILITY CROSSING, SEE SHEET , DETAIL . 211 211 332 332 332 332 311 311 311 21 1 33 2 33 2 31 1 181 182 70 2 20 1 21 1 709 Sta: 31+35 SD Profile 332 WL SS 8" P V C GV 8" P V C GV 8" PVCT. B . 33 2 31 1 31 1 70 3 20 2 183 6. 0 0 ' P.U.E. P.U.E. 710 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS N CO L E M A N L A N E SE E S H E E T 37 HUGHES LANE SEE SHEET 35 21 3 73 C 6. 0 0 ' 13 . 0 0 ' 6. 7 0 ' 12 . 0 0 ' 21 1 33 2 21 3 33 2 181 182 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 2" W L L A T , (2 ) 1 " M E T E R S 312 332 332 FH RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 2. 0 0 ' C Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 0 2 / 2 0 2 5 SD L A T E R A L S A D D E D A N D C B I N V E R T RE V I S E D RM S 1 1 6" PVC SS - SDR-35 (PVT) 412413414 415 416 417 418 411 410 419 420 409 408 421 407 422 423 406 405 424 425 404 430 428 29+ 30+ 31 + 52+ 53+ 54+ 30 + 90 + 91 + 92 + 93 + 94 + 95 + 96 + SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WL WL SS SS SD SD SD SD SD SD SD SD STA:29+82.61 OFF:13.00 L 48" SD MH #737 RIM=119.02 FL(IN)=112.22(W) FL(IN)=112.57(N) FL(OUT)=112.12(E) STA:90+39.00 OFF:0.00 L 24x24 CB #489 TG=119.29 FL(IN)=116.26(N) FL(OUT)=116.16(S) STA:29+88.61 OFF:6.00 R 6" LATERAL WYE FL IN= 102.40(E) FL IN= 102.56(N) FL OUT= 102.40(W) 18" HDPE SD 6" PVC SS - SDR-35 (PVT) 329.0 LF 3.76% 6" PVC SS - SDR-35 (PVT) 264.2 LF 3.50% 18" HDPE SD STA:96+24.09 OFF:0.00 24x24 CB #490 TG=117.95 FL(IN)=114.84(S) FL(OUT)=114.74(N) STA:52+55.61 OFF:6.00 R 6" LATERAL WYE FL IN= 105.51(E) FL IN= 105.67(S) FL OUT= 105.51(W) STA:52+49.61 OFF:13.00 L 48" SD MH #757 RIM=117.53 FL(IN)=110.14(E) FL(IN)=110.24(S) FL(OUT)=110.04(W) STA:93+25.31 OFF:6.00 R 48" SS MH #131 RIM=121.16 FL OUT= 114.93(S) STA:93+90.53 OFF:6.00 R 48" SS MH #144 RIM=120.51 FL OUT= 114.93(N) WL WL WL SD SD SD SD SD SDSD CO CO CO SDSDSDSDSD STA:94+84.75 OFF:5.00 L 4" SD CO #63 RIM=119.55 FL IN= 111.90(N) STA:92+62.25 OFF:5.00 L 4" SD CO #62 RIM=121.50 FL IN= 114.60(N) STA:92+55.43 OFF:4.99 L 4" SD CO #64 RIM=115.10 FL OUT= 114.73(S) STA:93+59.09 OFF:0.00 L 18x18 CB #497 RIM=120.60 FL(OUT)=117.43(N) FL(OUT)=114.55(W) STA:94+79.09 OFF:0.00 L 18x18 CB #498 RIM=119.40 FL(IN)=116.25(S) FL(OUT)=116.25(N) FL(OUT)=113.30(W) STA:91+84.09 OFF:0.00 18x18 CB #500 RIM=120.74 FL(IN)=114.62(W) FL(OUT)=117.77(S) STA:90+84.09 OFF:0.00 18x18 CB #502 RIM=119.74 FL(IN)=113.19(W) FL(IN)=116.79(N) FL(OUT)=116.69(S) STA:95+79.09 OFF:0.00 L 18x18 CB #499 RIM=118.40 FL(IN)=115.27(S) FL(OUT)=115.27(N) FL(OUT)=111.85(W) ST A : 9 0 + 4 4 . 0 9 4 " S S L A T ST A : 9 0 + 8 7 . 5 9 1 " W L L A T ST A : 9 0 + 8 7 . 6 0 1 " W L L A T ST A : 9 0 + 4 2 . 0 9 4 " S S L A T STA: 91+84.09 OFF: 13.73' R FIRE HYDRANT STA: 94+79.09 OFF: 13.74' R FIRE HYDRANT ST A : 9 1 + 8 7 . 6 0 1 " W L L A T ST A : 9 1 + 4 2 . 0 9 4 " S S L A T ST A : 9 2 + 2 8 . 1 1 4 " S S L A T ST A : 9 1 + 7 8 . 7 5 1 " W L L A T ST A : 9 2 + 5 8 . 0 9 1 " W L L A T ST A : 9 3 + 6 2 . 6 0 1 " W L L A T ST A : 9 3 + 1 7 . 0 9 4 " S S L A T ST A : 9 4 + 0 3 . 0 8 4 " S S L A T ST A : 9 3 + 5 5 . 6 0 1 " W L L A T ST A : 9 4 + 8 2 . 6 0 1 " W L L A T ST A : 9 4 + 3 1 . 0 8 4 " S S L A T ST A : 9 4 + 7 3 . 6 0 1 " W L L A T ST A : 9 5 + 3 7 . 0 9 4 " S S L A T ST A : 9 6 + 1 7 . 0 9 4 " S S L A T ST A : 9 5 + 7 3 . 6 0 1 " W L L A T ST A : 9 1 + 4 4 . 0 9 4 " S S L A T ST A : 9 1 + 8 7 . 5 9 1 " W L L A T ST A : 9 1 + 7 8 . 7 4 1 " W L L A T ST A : 9 2 + 3 0 . 1 1 4 " S S L A T ST A : 9 2 + 9 5 . 5 1 4 " S S L A T ST A : 9 3 + 6 2 . 5 9 1 " W L L A T ST A : 9 3 + 5 5 . 5 9 1 " W L L A T ST A : 9 4 + 0 5 . 0 8 4 " S S L A T ST A : 9 4 + 3 3 . 0 8 4 " S S L A T ST A : 9 4 + 8 2 . 5 9 1 " W L L A T ST A : 9 4 + 7 3 . 5 9 1 " W L L A T ST A : 9 5 + 3 9 . 0 9 4 " S S L A T ST A : 9 5 + 7 3 . 5 9 1 " W L L A T ST A : 9 6 + 1 9 . 0 9 4 " S S L A T ST A : 9 2 + 5 8 . 0 9 1 " W L L A T CO CO STA:91+76.57 OFF:5.00 L 4" SD CO #67 RIM=120.87 FL IN= 113.24(S) STA:93+64.75 OFF:5.00 L 4" SD CO #68 RIM=120.75 FL IN= 113.35(N) WL WL WLWL N 1°19'47" E N 1°19'47" E S 8 8 ° 4 0 ' 1 3 " E ST A : 9 2 + 9 7 . 5 1 4 " S S L A T ST A : 9 3 + 1 9 . 0 9 4 " S S L A T ST A : 9 1 + 2 2 . 0 9 4 " S S L A T ST A : 9 1 + 2 4 . 0 9 4 " S S L A T ST A : 9 5 + 1 7 . 0 9 4 " S S L A T ST A : 9 5 + 1 9 . 0 9 4 " S S L A T ST A : 9 1 + 7 6 . 5 7 O F F : 5 . 0 0 ' L SD C L E A N O U T ST A : 9 2 + 5 5 . 4 3 O F F : 4 . 9 9 ' L SD C L E A N O U T ST A : 9 2 + 6 2 . 2 5 O F F : 5 . 0 0 ' L SD C L E A N O U T ST A : 9 3 + 6 4 . 7 5 O F F : 5 . 0 0 ' L SD C L E A N O U T ST A : 9 4 + 8 4 . 7 5 O F F : 5 . 0 0 ' L SD C L E A N O U T 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 89+60 89+80 90+00 90+20 90+40 90+60 90+80 91+00 91+20 91+40 91+60 91+80 92+00 92+20 92+40 92+60 92+80 93+00 93+20 93+40 93+60 93+80 94+00 94+20 94+40 94+60 94+80 95+00 95+20 95+40 95+60 95+80 96+00 96+20 96+40 96+60 96+80 97+00 FL(IN)=110.14(E) FL(IN)=110.24(S) FL(OUT)=110.04(W) FL(IN)=114.84(S) FL(OUT)=114.74(N) FL(IN)=115.27(S) FL(OUT)=115.27(N) FL(OUT)=111.85(W) -2.00% 1.00%-1.00% 2.00% ST A : 9 0 + 0 0 . 0 0 = CE N T E R L I N E I N T X EL E V : 1 1 9 . 2 8 ST A : 2 9 + 8 2 . 6 1 H u g h e s L n ST A : 9 6 + 6 2 . 9 7 = CE N T E R L I N E I N T X EL E V : 1 1 7 . 9 0 ST A : 5 2 + 4 9 . 6 1 W r i g h t B r o s W y 6" PVC SS - S D R - 3 5 ( P V T ) 3 . 7 6 % ST A : 9 3 + 2 5 . 3 1 O F F : 6 . 0 0 ' R 48 " S S M H # 1 3 1 RI M = 1 2 1 . 1 6 FL(OUT)=114.93(S) ST A : 9 3 + 9 0 . 5 3 O F F : 6 . 0 0 ' R 48 " S S M H # 1 4 4 RI M = 1 2 0 . 5 1 FL(OUT)=114.93(N) 6" PVC SS - S D R - 3 5 ( P V T ) 3 . 5 0 % 6" PVC W L 6" PVC WL ST A : 9 6 + 7 6 . 0 9 O F F : 0 . 0 0 ' = 48 " S D M H # 7 5 7 RI M = 1 1 7 . 5 3 ST A : 5 2 + 4 9 . 6 1 O F F : 1 3 . 0 0 ' L W r i g h t B r o s W y ST A : 9 6 + 2 4 . 0 9 O F F : 0 . 0 0 ' 24 x 2 4 C B # 4 9 0 RI M = 1 1 7 . 9 5 ST A : 9 5 + 7 9 . 0 9 O F F : 0 . 0 0 ' L 18 x 1 8 C B # 4 9 9 RI M = 1 1 8 . 4 0 ST A : 9 0 + 1 3 . 0 0 O F F : 0 . 0 0 ' = 48 " S D M H # 7 3 7 RI M = 1 1 9 . 0 2 ST A : 2 9 + 8 2 . 6 1 O F F : 1 3 . 0 0 ' L H u g h e s L n FL(IN)=112.22(W) FL(IN)=112.57(N) FL(OUT)=112.12(E) FL(IN)=116.26(N) FL(OUT)=116.16(S) ST A : 9 0 + 3 9 . 0 0 O F F : 0 . 0 0 ' L 24 x 2 4 C B # 4 8 9 RI M = 1 1 9 . 2 9 ST A : 9 0 + 8 4 . 0 9 O F F : 0 . 0 0 ' 18 x 1 8 C B # 5 0 2 RI M = 1 1 9 . 7 4 FL(IN)=113.19(W) FL(IN)=116.79(N) FL(OUT)=116.69(S) FL(IN)=114.62(W) FL(OUT)=117.77(S) ST A : 9 1 + 8 4 . 0 9 O F F : 0 . 0 0 ' 18 x 1 8 C B # 5 0 0 RI M = 1 2 0 . 7 4 FL(OUT)=117.43(N) FL(OUT)=114.55(W) ST A : 9 4 + 7 9 . 0 9 O F F : 0 . 0 0 ' L 18 x 1 8 C B # 4 9 8 RI M = 1 1 9 . 4 0 FL(IN)=116.25(S) FL(OUT)=116.25(N) FL(OUT)=113.30(W) 18" HDPE SD 23.3 LF @ 15.58% 12" HDPE SD 1.00% 12" HDPE SD 1.00% 12" HDPE SD 1.00%12" HDPE SD 1.00% 18" HDPE SD 49.2 LF @ 9.14% 4" PVC SD 0.00% 4" PVC SD 0.00% 4" PVC SD 0.00% ST A : 9 3 + 5 9 . 0 9 O F F : 0 . 0 0 ' L 18 x 1 8 C B # 4 9 7 RI M = 1 2 0 . 6 0 12" HDPE SD 1.00% 4" PVC SD 0.00%4" PVC SD 0.00% 4" PVC SD 0.09% 12" HDPE SD 1.00% 6" PVC WL 6" PVC WL ST A : 9 6 + 7 6 . 0 9 O F F : 0 . 0 0 ' = 48 " S D M H # 7 5 7 RI M = 1 1 7 . 5 3 ST A : 5 2 + 4 9 . 6 1 O F F : 1 3 . 0 0 ' L W r i g h t B r o s W y ST A : 9 6 + 7 6 . 0 9 O F F : 0 . 0 0 ' = 48 " S D M H # 7 5 7 RI M = 1 1 7 . 5 3 ST A : 5 2 + 4 9 . 6 1 O F F : 1 3 . 0 0 ' L W r i g h t B r o s W y Pr i v a t e A l l e y 45 FILE NAME: 1493-0007-UT01-PIP3-UTIL.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE PRIVATE ALLEY YEAGER COURT SEE SHEET 44 WR I G H T B R O T H E R S W A Y SE E S H E E T 42 HU G H E S L A N E SE E S H E E T 36 REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF ROAD 182 FINISHED GRADE PROFILE AT CENTERLINE OF ROAD 183 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. USE FUSED HDPE MATERIAL ONLY FOR THESE SEWER LINES CROSSING THE GRAVEL CHAMBER. TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 SANITARY SEWER CLEANOUT PER SLO STD. DWG. 6710 TYPICAL 213 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 18"x18" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 313 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 1" WATER SERVICE AND METER CONNECTION PER SLO STD. DWG. 6210 AND 6220. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 702 2" MULTIPLE WATER SERVICE WITH 1" METERS CONNECTION PER SLO STD. DWG. 6010 AND 6260. PRESSURE REDUCING VALVES ARE REQUIRED BEHIND THE SIDEWALK. (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D.). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 2" PROVIDE AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 709 PROVIDE FIRE HYDRANT PER SLO STD. DWG. 6310 (TYPICAL) 710 6" DOUBLE CHECK VALVE ASSEMBLY PER SLO STD. DWG. 6420 (TYPICAL) 332 332 313 313 21 1 21 1 181 182 20 2 20 2 70 1 20 3 70 1 211 709 709 11 . 0 0 ' 5. 0 0 ' 11 . 0 0 ' 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 312 312 312 312 312 211 31 3 31 2 31 2 31 2 31 2 31 2 31 3 33 2 33 2 710710 20 2 20 1 20 ' W I D E P R I V A T E R E C I P R O C A L VE H I C L E A N D P E D E S T R I A N AC C E S S , D R A I N A G E , W A T E R A N D SE W E R E A S E M E N T S A N D P U E RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA SS SS 331 332 333 334 335 20+ 21+ 30+ 3 1 + 3 + 4+ 4+ 4+ 5+ 6+ 6+ 4+ 5+ 6+ 1 + 2 + 3 + 4 + 5+ 5+ P T : 3 0 + 4 9 . 4 0 ' P C : 3 0 + 4 9 . 4 0 ' P T : 3 0 + 7 1 . 0 3 ' PT : 2 0 + 4 9 . 4 0 ' PC : 2 0 + 4 9 . 4 0 ' PT: 2 0 + 7 1 . 0 4 ' > > > > > > X X X X X X X X WL SS SS SS SS S S S S S S S S W L S D E X S T 4 2 " H D P E S D N 8 7 ° 2 7 ' 4 9 " E 1 8 7 . 6 L F P E R M A S S G R A D I N G 30" HDP E S D S 2 2 ° 5 8 ' 1 3 " W 9 6 . 1 L F S D SD SD STA:3+78.11 OFF:0.00 48" SD MH #756 RIM=113.12 FL(IN)=102.37(NE) FL(OUT)=102.27(SW) STA:4+59.89 OFF:0.00 48" SD MH #755 RIM=110.43 FL(IN)=103.19(E) FL(OUT)=102.99(SW) 3 0 " H D P E S D N 8 8 ° 5 4 ' 5 4 " W 1 1 3 . 6 L F STA:5+77.23 OFF:0.00 48" SD MH #753 RIM=114.44 FL(IN)=104.30(N) FL(IN)=104.20(E) FL(OUT)=104.10(W) FL(OUT)=104.30(S) 10 5 11 0 11 5 1 0 3 104 10 6 10 7 10 8 10 9 11 1 11 2 11 3 11 4 1 1 6 11 7 1 1 8 1 1 0 1 1 5 10 8 1 0 8 108 109 111 1 1 2 1 1 3 1 1 4 1 1 6 1 1 7 1 1 8 1 1 9 1 0 1 1 0 2 1 0 3 SD S D S D SD SD S D W L W L STA:5+09.32 OFF:0.01 L EXST 42 CMP Flared End Section #306 RIM=102.52 FL(IN)=99.23(E) S D S D STA:1+00.00 OFF:0.00 EXST 30 CMP Flared End Section #315 RIM=102.84 FL(IN)=100.05(NE) C O S D 110 110 10 8 108 109 109 111 111 112 1 1 2 SD SD EXST 3 0 " H D P E S D S 2 2 ° 5 8 ' 1 3 " W 1 8 0 . 0 L F ( P E R P H A S E S 2 - 3 ) 30" HDPE SD S3 2 ° 3 7 ' 0 9 " W 7 7 . 8 L F 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 FL(IN)=100.05(NE) ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' EX S T 3 0 C M P F l a r e d E n d S e c t i o n # 3 1 5 30" HDPE SD 0.80% FL(IN)=102.37(NE) FL(OUT)=102.27(SW) ST A : 3 + 7 8 . 1 1 O F F : 0 . 0 0 ' 48 " S D M H # 7 5 6 RI M = 1 1 3 . 1 2 30" HDPE SD 0.80% FL(IN)=103.19(E) FL(OUT)=102.99(SW) ST A : 4 + 5 9 . 8 9 O F F : 0 . 0 0 ' 48 " S D M H # 7 5 5 RI M = 1 1 0 . 4 3 30" HDPE SD 0.80% FL(IN)=104.30(N) FL(IN)=104.20(E) FL(OUT)=104.10(W) FL(OUT)=104.30(S) ST A : 5 + 7 7 . 2 3 O F F : 0 . 0 0 ' 48 " S D M H # 7 5 3 RI M = 1 1 4 . 4 4 EXST 30" HDPE SD 0.80% (PER PHASES 2-3) REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF PIPE 182 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 3 STORM DRAIN FACILITIES 300 GENERAL FACILITIES 301 CMP FLARED END SECTION WITH ROCK SLOPE PROTECTION. 310 CATCH BASINS 311 STORM DRAIN INLET PER SLO STD. DWG. 3350 TYP. 312 24"x24" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 313 48"x48" CATCH BASIN MIDSTATE CONCRETE PRODUCTS SQUARE CATCH BASIN OR APPROVED EQUAL TYP. 314 DRAINAGE RISER PER SLOCo STD. DWG. D-2a TYP. 330 MANHOLES AND STRUCTURES 331 STORM DRAIN MANHOLE FOR SD PIPE LARGER THAN 36" DIA PER SLO STD. DWG. 3510 TYP. 332 STORM DRAIN MANHOLE FOR SD PIPE 36" DIA AND SMALLER PER SLO STD. DWG. 3530 TYP. St o r m D r a i n 0 3 46 FILE NAME: 1493-0007-UT01-PIP4-UTIL.DWG N Storm D r a i n 0 3 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE B U C K L E Y R O A D 181 182 33 2 332 332 332 301 301 33 2 33 2 30 1 WL SS 182 1 0 ' 2 0 ' 1 0 ' S T O R M D R A I N E A S E M E N T 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS REMOVE EXISTING TEMPORARY SD CAP PER PHASES 2-3 ROCK SLOPE PROTECTION PER SLOCo. DET. H-5. ROCK SIZE RSP CLASS: 75 lb, Backing #1, Method B Placement LENGTH:25' WIDTH:25' DEPTH:18" RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 1. 0 0 ' 20+ 21 + 30+ 31+ 2+ 3+ 4+ 4+ 1+ 2+ 3+ 4 + 5+ 6+ 3+ 4+ 5+ 5+ PT: 3 0 + 4 9 . 4 0 ' PC: 3 0 + 4 9 . 4 0 ' PT: 30+71.03' P T : 2 0 + 4 9 . 4 0 ' P C : 2 0 + 4 9 . 4 0 ' PT : 2 0 + 7 1 . 0 4 ' >>>>>>>> 331 332 333 334 335 367 366 B U M P BUMP YIEL D WL SS SS SS SS SS SS SS SS SS SD SD SS SD SD SDSD SD SD SD SD SS S S SS SS SS SS SS SS RCW RCW RCW RCW RCW SSFM SSFM SSF M WL WL WL SD SD SD SD SD SD SD SS SS SS STA:3+59.97 OFF:0.00 48" SS MH #111 RIM=110.33 FL(IN)=89.93(NE) FL(OUT)=89.73(W) 8" IPS SDR 17 HDPE SS N51° 20' 53"E 71.0 LF 8" IPS SDR 17 HDPE SS S88° 42' 36"E 236.0 LF 8" IPS SDR 17 HDPE SS S88° 40' 13"E 193.4 LF STA:4+34.91 OFF:0.00 48" SS MH #112 RIM=110.32 FL(IN)=97.66(E) FL(OUT)=97.46(SW) STA:20+08.48 OFF:10.99 R 48" SS MH #113 RIM=114.35 FL(IN)=98.60(N) FL(IN)=98.50(E) FL(OUT)=98.40(W) STA:1+00.00 OFF:0.00 EXST SSMH #27 RIM=106.43 FL(IN)=86.99(E) FL(OUT)=86.89(N) 8" D I P W L SD SDSD WL WL ST A : 5 + 0 0 . 9 4 4 " S S L A T 8" P V C W L 8" PVC WL W L SD SD ST A : 5 + 8 0 . 9 4 4 " S S L A T ST A : 6 + 0 1 . 0 2 4 " S S L A T 213 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 IPS SDR 17 HPDE 20.0 LF 0.50% 8" IPS S D R 1 7 H D P E S S 1 0 . 6 0 % 8" IPS SDR 17 HDPE SS 0.38% FL(IN)=86.99(E) FL(OUT)=86.89(N) ST A : 1 + 0 0 . 0 0 O F F : 0 . 0 0 ' EX S T S S M H # 2 7 RI M = 1 0 6 . 4 3 FL(IN)=89.93(NE) FL(OUT)=89.73(W) ST A : 3 + 5 9 . 9 7 O F F : 0 . 0 0 ' 48 " S S M H # 1 1 1 RI M = 1 1 0 . 3 3 FL(IN)=97.66(E) FL(OUT)=97.46(SW) ST A : 4 + 3 4 . 9 1 O F F : 0 . 0 0 ' 48 " S S M H # 1 1 2 RI M = 1 1 0 . 3 2 FL(IN)=98.60(N) FL(IN)=98.50(E) FL(OUT)=98.40(W) ST A : 6 + 3 2 . 3 3 O F F : 0 . 0 0 ' = 48 " S S M H # 1 1 3 RI M = 1 1 4 . 3 5 ST A : 2 0 + 0 8 . 4 8 O F F : 1 0 . 9 9 ' R H u g h e s L n 8" IPS SDR 17 HDPE SS 1.12% 204' Min. (DIRECT DRILL UNDER TANK FARM CREEK) 100 y WSE 103.67 Se w e r M a i n 0 1 47 FILE NAME: 1493-0007-UT01-PIP5-UTIL.DWG N Sewer Main 01 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE TAN K F A R M C R E E K HUGHES LANE SEE SHEET 35 CO L E M A N L A N E SE E S H E E T 37 St o r m D r a i n 0 3 SE E S H E E T 46 Wa t e r M a i n L o o p 0 1 SE E S H E E T 48 EAR T H W O O D L A N E 1 0 ' 2 0 ' 1 0 ' S E W E R E A S E M E N T REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF PIPE 182 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 2 SEWERS AND SANITATION 200 GENERAL FACILITIES 201 PROVIDE STEEL "T" WITNESS POST AT UTILITY TERMINUS POINT. (12" ABOVE GRADE). TYP. 202 NEW SANITARY SEWER LATERAL PER SLO STD. DWG. 6810 TYP. 203 USE HDPE SEWER LATERALS WHERE THE PIPE CROSSES AN UNDERGROUND STORM STORAGE SYSTEM. TYP. 210 MANHOLES AND STRUCTURES 211 SANITARY SEWER MANHOLE PER SLO STD. DWG. 6610 212 ALL MANHOLES DEEPER THAN 10' (MEASURED FROM RIM ELEVATION TO LOWEST PIPE INVERT), OR AS SHOWN, TO BE COATED. USE SANCON 100 EPOXY/ URETHANE COATING OR APPROVED EQUAL, TYPICAL. 213 DIRECT DRILL SEWER UNDER TANK FARM CREEK. RECEIVING PITS TO REMAIN OUTSIDE OF THE RIPARIAN 35' SETBACKS. 182 181 EXST SD SD 21 1 21 2 21 1 21 1 211 212 211 212 20 1 20 2 10 . 0 0 ' ( M i n . ) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 21 2 21 2 211 212 20 3 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA EMERGENCY GENERATOR FLOW METER VAULT ELECTRICAL CONTROL PANEL EXISTING ELECTRICAL TRANSFORMER NO T E : C O N T R A C T O R T O M A I N T A I N A C C E S S BE T W E E N N O R T H A N D S O U T H A C C E S S GA T E S , T O L I F T S T A T I O N A N D L I F T S T A T I O N EL E C T R I C A L P A N E L A T A L L T I M E S . E X I S T I N G LI F T S T A T I O N A N D A P P U R T E N A N C E S T O B E PR O T E C T E D I N P L A C E . L/G L/G L/G L/ G 3. 0 0 ' M i n . LIMITS OF GRADING FOR SEWER MAIN 1 18"x200' Steel Casing for 8" DIP WL (SEE DETAIL 1, SEE SHEET 33) 20 + 2 1 + 30 + 31+ 0+ 1+ 2+ 3+ 4 + 4 + 4+ 5 + 6 + 4+ 5 + 5 + PT: 30+49.4 0 ' PC: 30+49.4 0 ' PT: 3 0 + 7 1 . 0 3 ' P T : 2 0 + 4 9 . 4 0 ' P C : 2 0 + 4 9 . 4 0 ' P T : 2 0 + 7 1 . 0 4 ' > > > > > 331 332 333 334 335 367 366 BUMP YIE L D Y I E L D W L W L SS SS SS S S S S SD S D SD SD S D S D SD SD S S SS S S SS SS SS SS S S SS R C W RC W RC W RC W SS F M SS F M SS F M S S F M S S F M WL W L W L WL WL S D SD SD SD SD S D SD 110 115 108108 10 8 109 11 1 112 113 114 116 117 118 119 SS 8" 22.5 deg. Bend 8" DIP WL SD SD SD WL WL 8" 45 deg. Bend STA: 3+10.53 8" 90 deg. Bend S T A : 3 + 7 9 . 5 2 1 " W L L A T S T A : 3 + 9 2 . 5 2 1 " W L L A T S T A : 4 + 7 2 . 5 3 1 " W L L A T 8 " P V C W L 8" PV C W L WL SD SD STA: 2+56.75 8" 45 deg. Bend 181 182 70 3 70 4 EXST 8" WL 8" PVC W L 8" PVC WL 65' Min. (DIRECT DRILL UNDER TANK FARM CREEK) 8" D I P W L 8" D I P W L 8" D I P W L 8" D I P W L 8" DIP WL 8 " D I P W L 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 140' Min. (DUCTILE IRON PIPE WITH FULLY RESTRAINED JOINTS PER TR FLEX OR APPROVED EQUAL) ST A : 1 + 3 0 . 0 0 ST A : 2 + 7 0 . 0 0 8" DIP WL Wa t e r M a i n L o o p 0 1 48 FILE NAME: 1493-0007-UT01-PIP5-UTIL.DWG N W a t e r M a i n L o o p 0 1 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE TA N K F A R M C R E E K HUGH E S L A N E SEE S H E E T 35 C O L E M A N L A N E S E E S H E E T 3 7 St o r m D r a i n 0 3 SE E S H E E T 46 EA R T H W O O D L A N E 10 ' 20 ' 10 ' WA T E R EA S E M E N T EXST SD SDEXST SD REFERENCE NOTES: DESCRIPTION 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE OF PIPE 182 FINISHED GRADE PROFILE AT CENTERLINE OF PIPE 7 WATER DISTRIBUTION FACILITIES 700 GENERAL FACILITIES 701 WATER SERVICE CONNECTION PER SLO STD. DWG. 6210 AND 6220 (TYPICAL) 702 MULTIPLE WATER SERVICE CONNECTION PER SLO STD. DWG. 6260 (TYPICAL) 703 MINIMUM COVER OF 36" OVER WATERLINE (TYPICAL) 704 DOMESTIC WATER MAIN AND OTHER UNDERGROUND PIPING TO HAVE A MINIMUM 1' VERTICAL SEPARATION (MEASURED FROM O.D. TO O.D). SEPARATION SHALL COMPLY WITH SLO STD. DWG. U-3 AND STATE STANDARDS. (TYPICAL) 705 PROVIDE THRUST BLOCK, PER COUNTY OF SLO STD DET. W- AND W1a (TYPICAL) 706 CONSTRUCT PROPOSED WATERLINE TO SLOPE TO A LOW POINT AT PROPOSED FIRE HYDRANT CONNECTION PER PLAN 707 PROVIDE BLOW-OFF PER SLOCo STD. DWG. W-5. (TYPICAL) 708 PROVIDE 1" AIR AND VACUUM RELIEF ASSEMBLY PER SLO STD. DWG. 6360. (TYPICAL) 705 705 7 0 1 7 0 1 7 0 1 10 . 0 0 ' ( M i n . ) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 1. 0 0 ' 702 708 (E) PVC OR DIP TO REMAIN (SIZE PER PLAN) RESTRAINED FLANGE COUPLING, ROMAC XR501 OR EQUAL (E) PVC OR DIPJOINT 12" THICK CONCRETE THRUST COLLAR, SEE DET. 2 THIS SHEET FIELD CUT EXIST. PVC OR DIP Scale: NTS EXST WL TIE-IN FOR 8" OR 12" PIPE1 8" PVC WL Scale: NTS THRUST COLLAR2 12" THK CONCRETE THRUST COLLAR 1.FOR 8" PVC, THRUST COLLAR IS 4'6"W X 4'6"H. WL WL WL 3" 4- #6 REBARS #6 @12" O.C.E.W.THRUST DIRECTION 12" 8" OR 12" MJ X MJ DI WALL COLLAR REMOVE AND DISPOSE OF EXIST. 4x8 REDUCER, BLOW-OFF VALVE AND ASSOCIATED PIPING. CONNECT TO EXISTING WATER MAIN STUB PER DETAIL 1, THIS SHEET. 18"x60' Steel Casing for 8" DIP WL (SEE DETAIL 1, SHEET 33) 8" ISOLATION GATE VALVE RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA EX. RW EX. SSFM EX. SS G A S G A S G A S G A S G A S G A S T E L T E L T E L T E L F O C O M M OIL O I L O I L 354 426 11 8 1 2 0 119 121 1 1 7 1 1 8 1 1 9 121 12 0 12 0 11 9 116 120 1 2 0 118 119 X X X X X X X X X X X X X X X X X 1 + 2 + 3 + 4+ 5+ 6+ 7+ 8 + 31+ > > 126+ 127+ 11 5 11 5 1 1 2 112 1 1 3 11 3 1 1 4 11 4 11 6 1 1 6 STA: 1+05.53 OFF: 0.03' R= STA: 126+40.21 OFF: 0.00 Buckley Road CENTERLINE INTERSECTION STA: 4+76.36 OFF: 0.00' = STA: 31+76.54 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION ST A : 5 + 3 3 . 6 9 O F F : 2 5 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 8 . 6 9 F L = 1 1 8 . 3 6 ST A : 5 + 8 3 . 6 9 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 1 9 F L = 1 1 8 . 8 6 ST A : 6 + 3 6 . 5 6 O F F : 2 5 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 9 . 7 2 F L = 1 1 9 . 3 9 ST A : 6 + 8 6 . 5 6 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 2 F L = 1 1 9 . 8 9 ST A : 4 + 0 3 . 9 4 O F F : 2 5 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 4 5 F L = 1 1 7 . 1 2 ST A : 4 + 3 3 . 9 4 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 7 2 F L = 1 1 7 . 3 9 ST A : 5 + 3 3 . 6 9 O F F : 2 5 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 8 . 6 9 F L = 1 1 8 . 3 6 ST A : 5 + 8 3 . 6 9 O F F : 2 5 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 1 9 F L = 1 1 8 . 8 6 ST A : 6 + 3 6 . 5 6 O F F : 2 5 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 9 . 5 2 F L = 1 1 9 . 1 9 ST A : 7 + 4 2 . 9 9 O F F : 2 5 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 0 . 7 8 F L = 1 2 0 . 4 5 ST A : 4 + 0 3 . 9 4 O F F : 2 5 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 4 5 F L = 1 1 7 . 1 2 ST A : 6 + 8 6 . 6 0 O F F : 2 5 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 2 F L = 1 1 9 . 8 9 S T A : 7 + 9 0 . 2 3 O F F : 2 5 . 0 0 ' R E N D 4 " T C A N D B I O S W A L E T C = 1 2 1 . 2 6 F L = 1 2 0 . 9 3 ST A : 4 + 5 3 . 9 4 O F F : 2 5 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 9 1 F L = 1 1 7 . 5 8 STA: 90+00.00 OFF: 0.00' = STA: 29+82.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION 437436 426 121 122 120 118119 121 12 1 121 118 119 1 1 8 1 1 9 1 1 7 8+ 9+ 10 + 11 + 12 + 1 3 + 1 4 + 1 5 + 55+ 56+ 57+ STA: 12+44.37 OFF: 0.00' = STA: 55+82.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION ST A : 8 + 5 6 . 1 1 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 1 . 9 1 F L = 1 2 1 . 5 8 ST A : 8 + 0 2 . 5 2 O F F : 2 5 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 1 . 3 8 F L = 1 2 1 . 0 5 S T A : 1 4 + 5 7 . 0 0 O F F : 2 4 . 6 2 ' L B E G I N 4 " T C A N D B I O S W A L E T C = 1 1 8 . 2 3 F L = 1 1 7 . 9 0 S T A : 1 4 + 9 4 . 0 9 O F F : 2 5 . 0 0 ' L E N D 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 1 F L = 1 1 7 . 7 8 S T A : 1 4 + 6 7 . 6 3 O F F : 2 4 . 9 9 ' R B E G I N 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 8 F L = 1 1 7 . 8 5 S T A : 1 4 + 9 4 . 0 8 O F F : 2 5 . 0 0 ' R E N D 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 1 F L = 1 1 7 . 7 8 ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) Je s p e r s e n R o a d 49 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N M A T C H L I N E S T A 8 + 0 0 S E E T H I S S H E E T 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE B U C K L E Y R O A D ( B y S e p a r a t e D o c u m e n t ) HU G H E S L A N E SE E S H E E T 51 M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 5 0 MA T C H L I N E ST A 8 + 0 0 SE E T H I S S H E E T N JESPER S E N R O A D JESPERSEN ROAD FU T U R E W R I G H T BR O T H E R S W A Y 3 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 55 Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Jespersen 04+33.94 L I (#8) 114.75 110.00 4.75 285 Jespersen 04+53.94 R I (#11) 114.75 110.00 4.75 475 Jespersen 05+83.69 L I (#7) 115.80 110.30 5.50 550 Jespersen 05+83.69 R I (#10) 115.40 109.90 5.50 550 Jespersen 06+86.56 L I (#13) 116.50 111.00 5.50 550 Jespersen 06+86.60 R I (#12) 116.50 111.00 5.50 550 Jespersen 07+90.23 R I (#9) 117.90 112.40 5.50 550 Jespersen 08+56.11 L I (#6) 118.50 113.00 5.50 550 Jespersen 14+94.08 R G (#4) 114.10 110.10 4.00 212 Jespersen 14+94.08 L G (#2) 114.10 110.10 4.00 297 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 WR I G H T B R O T H E R S W A Y SE E S H E E T 54 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 439 438 115 114 120 11 9 121 1 1 9 115114 116 118 11 7 11 8 11 8 119 11 9 1 1 7 11 5 11 6 11 7 11 8 V V V X X X X X X X X X X X X X X X X X 118 118 11 8 1 1 8 118 1 5 + 1 6 + 1 7 + 18 + 19 + 20 + 21 + 22 + 32+ 33+ 34+ STA: 17+67.23 OFF: 0.00' R= STA: 32+55.83 OFF: 0.00 Venture Dr CENTERLINE INTERSECTION S T A : 1 5 + 1 5 . 9 2 O F F : 2 5 . 0 0 ' L B E G I N 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 3 F L = 1 1 7 . 8 0 ST A : 1 9 + 8 9 . 7 8 O F F : 2 5 . 0 0 ' L BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 1 5 F L = 1 1 8 . 8 2 ST A : 2 0 + 7 7 . 9 5 O F F : 2 5 . 0 0 ' L BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 7 5 F L = 1 1 9 . 4 2 ST A : 2 1 + 2 7 . 9 5 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 0 9 F L = 1 1 9 . 7 6 ST A : 2 0 + 3 9 . 2 8 O F F : 2 5 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 4 9 F L = 1 1 9 . 1 6 S T A : 1 5 + 4 1 . 3 9 O F F : 2 5 . 0 0 ' L E N D 4 " T C A N D B I O S W A L E T C = 1 1 8 . 2 2 F L = 1 1 7 . 8 9 S T A : 1 5 + 1 5 . 9 1 O F F : 2 5 . 0 0 ' R B E G I N 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 3 F L = 1 1 7 . 8 0 ST A : 1 9 + 9 1 . 9 5 O F F : 2 5 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 1 6 F L = 1 1 8 . 8 3 ST A : 2 0 + 4 1 . 9 5 O F F : 2 5 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 5 0 F L = 1 1 9 . 1 7 ST A : 2 0 + 7 7 . 9 5 O F F : 2 5 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 7 5 F L = 1 1 9 . 4 2 ST A : 2 1 + 2 7 . 9 5 O F F : 2 5 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 0 9 F L = 1 1 9 . 7 6 S T A : 1 5 + 3 3 . 2 1 O F F : 2 5 . 0 0 ' R E N D 4 " T C A N D B I O S W A L E T C = 1 1 8 . 1 9 F L = 1 1 7 . 8 6 331 332 333 334 335 336 381 382 383 384 367 366 368 369 11 5 1 1 6 11 6 11 7 11 6 11 7 11 5 114 1 1 4 20+ 21+ 29 + 30+ 31 + 3 2 + 32+ 29 + 30 + 31+ ST A : 3 0 + 0 0 . 0 1 O F F : 2 1 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 4 . 9 9 F L = 1 1 4 . 6 6 ST A : 3 1 + 2 3 . 9 5 O F F : 2 3 . 9 9 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 3 . 8 8 F L = 1 1 3 . 5 5 ST A : 3 1 + 5 4 . 9 5 O F F : 2 3 . 9 9 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 3 . 9 0 F L = 1 1 3 . 5 7 ST A : 3 2 + 3 9 . 2 0 O F F : 2 1 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 4 . 6 6 F L = 1 1 4 . 3 3 ST A : 3 0 + 5 2 . 4 7 O F F : 2 2 . 4 1 ' L BE G I N 4" T C A N D B I O S W A L E TC = 1 1 4 . 3 9 F L = 1 1 4 . 0 6 ST A : 3 1 + 2 0 . 3 7 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 3 . 8 9 F L = 1 1 3 . 5 6 ST A : 3 1 + 5 8 . 5 3 O F F : 2 4 . 0 0 ' L BE G I N 4" T C A N D B I O S W A L E TC = 1 1 3 . 9 1 F L = 1 1 3 . 5 8 ST A : 3 2 + 3 5 . 6 2 O F F : 2 0 . 5 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 4 . 6 1 F L = 1 1 4 . 2 8 112 113 112 113 106 107 108 109 108 106 1 0 8 11 5 11 2 11 3 11 4 ST A : 3 0 + 2 7 . 9 8 O F F : 2 1 . 0 1 ' L BE G I N 4" T C A N D B I O S W A L E TC = 1 1 4 . 6 7 F L = 1 1 4 . 3 4 ST A : 3 0 + 4 4 . 6 4 O F F : 2 1 . 0 1 ' L EN D 4" T C A N D B I O S W A L E TC = 1 1 4 . 4 8 F L = 1 1 4 . 1 5 Je s p e r s e n R o a d a n d C o l e m a n W a y 50 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N JESPERSEN ROAD M A T C H L I N E S T A 1 5 + 0 0 S E E S H E E T 4 9 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE VE N T U R E D R I V E N COLEMAN LANE DO O L I T T L E D R I V E SE E S H E E T 52 HU G H E S L A N E SE E S H E E T 51 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Jespersen 15+33.21 R G (#3) 114.10 110.10 4.00 140 Jespersen 15+41.39 L G (#1) 114.10 110.10 4.00 204 Jespersen 19+89.28 L E (#1) 115.25 109.75 5.50 550 Jespersen 19+91.95 R E (#3) 115.25 109.75 5.50 550 Jespersen 20.91+95 R E (#4) 116.30 110.80 5.50 550 Jespersen 20+91.95 L E (#2) 116.30 110.80 5.50 550 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Coleman Ln 30+35.56 R J (#10) 111.00 105.50 5.50 1,094 Coleman Ln 30+52.47 L J (#15) 111.00 105.50 5.50 842 Coleman Ln 31+54.95 R J (#6) 111.00 105.50 5.50 703 Coleman Ln 31+58.53 L J (#1) 111.00 105.50 5.50 886 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355VE N T U R E D R I V E Scale: 1"= 1 1/2' PERF. PIPE SD TO VEGETATED BASIN2 8x8x8 PVC TEE (SOLVENT WELD) 8" PVC PERFORATED PIPE (10' LONG Min.) 8x8 PVC 90° ELBOW (SOLVENT WELD) 8" PVC CAP (NON-GLUED) 8" PVC Sch 40 PIPE (SOLVENT WELD) TO VEGETATED BASIN 2 50 2 50 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 20+77.95 20+77.95 Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 1 1 / 2 0 2 5 RE M O V A L O F " A R E A O F D E F E R R E D SU B M I T T A L " RM S 1 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM 332 333 334 335 336 337 338 339 340 341 342 343 344 345 367 366 365 364 363 362 361 360 359 358 357 356 20 + 21 + 22 + 23 + 24 + 25 + 26 + >>>>>>>>>>>>>>>>>>>>> 29 + 30 + 31+ STA: 20+00.00 OFF: 0.00' = STA: 30+00.00 OFF: 0.00 Coleman Ln CENTERLINE INTERSECTION ST A : 2 1 + 0 6 . 3 6 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 0 5 F L = 1 1 5 . 7 2 ST A : 2 1 + 3 4 . 0 1 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 3 3 F L = 1 1 6 . 0 0 ST A : 2 2 + 2 2 . 8 6 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 2 2 F L = 1 1 6 . 8 9 ST A : 2 2 + 5 3 . 1 0 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 5 2 F L = 1 1 7 . 1 9 ST A : 2 5 + 2 6 . 3 6 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 5 F L = 1 1 9 . 9 2 ST A : 2 5 + 6 5 . 6 1 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 6 5 F L = 1 2 0 . 3 2 ST A : 2 1 + 3 9 . 3 5 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 6 . 3 8 F L = 1 1 6 . 0 5 ST A : 2 1 + 8 6 . 5 0 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 8 5 F L = 1 1 6 . 5 2 ST A : 2 3 + 3 9 . 7 5 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 8 . 3 9 F L = 1 1 8 . 0 6 ST A : 2 3 + 8 6 . 6 4 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 8 6 F L = 1 1 8 . 5 3 ST A : 2 5 + 3 9 . 3 5 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 2 0 . 3 8 F L = 1 2 0 . 0 5 ST A : 2 5 + 8 6 . 5 0 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 8 6 F L = 1 2 0 . 5 3 ST A : 2 0 + 3 5 . 9 2 O F F : 2 1 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 5 . 4 0 F L = 1 1 5 . 0 7 ST A : 2 0 + 1 4 . 5 5 O F F : 2 1 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 5 . 1 5 F L = 1 1 4 . 8 2 345 346 347 348 349 350 351 352 353 354 356 355 393 394 413 414 415 416 120 1 1 8 11912112 1 120 1 1 9 117 118 1 2 1 121 122 121 120 120 11 9 12 0 11 8 11 9 4+ 5+ 6+ 26 + 27 + 28 + 29 + 30 + 31 + >>>>>>>> > >>>>> 40+ 41+ 90+ 91+ STA: 27+28.61 OFF: 0.00' R= STA: 40+00.00 OFF: 0.00 Earhart Wy CENTERLINE INTERSECTION STA: 31+76.54 OFF: 0.00' = STA: 4+76.36 OFF: 0.00 Jespersen Rd CENTERLINE INTERSECTION STA: 29+82.61 OFF: 0.00' = STA: 90+00.00 OFF: 0.00 Ph 05 Alley CENTERLINE INTERSECTION ST A : 2 6 + 2 3 . 8 6 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 1 . 2 3 F L = 1 2 0 . 9 0 ST A : 2 6 + 4 9 . 1 1 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 1 . 4 8 F L = 1 2 1 . 1 5 ST A : 2 6 + 3 9 . 3 5 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 2 1 . 3 8 F L = 1 2 1 . 0 5 ST A : 2 8 + 3 5 . 5 1 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 1 . 2 1 F L = 1 2 0 . 8 8 ST A : 2 9 + 3 5 . 5 1 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 1 F L = 1 1 9 . 8 8 ST A : 3 0 + 1 3 . 8 8 O F F : 2 3 . 5 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 9 . 4 2 F L = 1 1 9 . 0 9 ST A : 3 0 + 5 8 . 3 9 O F F : 2 3 . 5 2 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 9 7 F L = 1 1 8 . 6 4 ST A : 2 6 + 8 6 . 2 5 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 1 . 8 4 F L = 1 2 1 . 5 1 ST A : 2 8 + 3 9 . 5 0 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 2 1 . 1 7 F L = 1 2 0 . 8 4 ST A : 2 8 + 8 6 . 6 4 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 7 0 F L = 1 2 0 . 3 7 ST A : 3 0 + 4 4 . 8 8 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 1 1 F L = 1 1 8 . 7 8 ST A : 3 0 + 8 6 . 8 4 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 6 9 F L = 1 1 8 . 3 6 Hu g h e s L a n e 51 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N HUGHES LANE MA T C H L I N E ST A 2 6 + 0 0 SE E T H I S S H E E T 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE CO L E M A N L A N E SE E S H E E T 50 HUGHES LANE MA T C H L I N E ST A 2 6 + 0 0 SE E T H I S S H E E T EA R H A R T W A Y SE E S H E E T 53 JE S P E R S E N R O A D SE E S H E E T 49 N AL L E Y SE E S H E E T 56 ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Hughes Ln 20+14.55 R J (#16) 112.22 106.72 5.50 287 Hughes Ln 21+07.36 L J (#11) 113.20 107.70 5.50 263 Hughes Ln 21+38.09 R J (#17) 113.50 108.00 5.50 418 Hughes Ln 22+22.36 L J (#12) 114.20 108.70 5.50 307 Hughes Ln 23+40.75 R J (#19) 115.50 110.00 5.50 436 Hughes Ln 25+27.86 L J (#14) 117.35 111.85 5.50 396 Hughes Ln 25+40.75 R J (#20) 117.50 112.00 5.50 436 Hughes Ln 26+40.75 R J (#18) 118.50 113.00 5.50 442 Hughes Ln 26+22.36 L J (#13) 118.34 112.84 5.50 257 Hughes Ln 28+35.51 L I (#2) 117.50 112.00 5.50 990 Hughes Ln 28+40.75 R I (#4) 117.80 112.30 5.50 436 Hughes Ln 30+13.881 L I (#3) 116.13 110.63 5.50 505 Hughes Ln 30+46.39 R I (#5) 115.80 110.30 5.50 345 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 381 382 383 384 385 368 369 370 371 372 373 374 375 376 377 386 434 31+ 32+ 3 2 + 29 + 3 0 + 31 + 32 + 33 + 34 + 35 + STA: 30+00.00 OFF: 0.00' R= STA: 32+39.21 OFF: 0.00 Coleman Ln CENTERLINE INTERSECTION ST A : 3 1 + 4 7 . 3 7 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 1 2 F L = 1 1 5 . 7 9 ST A : 3 1 + 6 7 . 3 7 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 3 2 F L = 1 1 5 . 9 9 ST A : 3 2 + 0 6 . 3 3 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 7 0 F L = 1 1 6 . 3 7 ST A : 3 2 + 5 5 . 9 7 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 2 0 F L = 1 1 6 . 8 7 ST A : 3 2 + 9 0 . 1 5 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 5 4 F L = 1 1 7 . 2 1 ST A : 3 4 + 0 8 . 7 9 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 7 3 F L = 1 1 8 . 4 0 ST A : 3 4 + 7 0 . 9 3 O F F : 3 6 . 5 5 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 9 1 F L = 1 1 6 . 5 8 ST A : 3 1 + 0 7 . 3 6 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 5 . 7 1 F L = 1 1 5 . 3 8 ST A : 3 1 + 5 1 . 8 6 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 1 6 F L = 1 1 5 . 8 3 ST A : 3 3 + 0 6 . 1 1 O F F : 2 4 . 0 3 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 7 . 7 0 F L = 1 1 7 . 3 7 ST A : 3 3 + 5 2 . 8 6 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 1 7 F L = 1 1 7 . 8 4 ST A : 3 5 + 2 1 . 1 1 O F F : 2 4 . 0 0 ' R 377 378 379 380 394 395 396 397 398 399 387 388 1 2 0 1 1 8 1 1 9 120 115 120 12 0 120 112 113 114 116 117 118 119 121 35 + 36 + 37 + 37 + 41+ 42+ 43+ STA: 37+28.61 OFF: 0.00' L= STA: 42+48.00 OFF: 0.00 Earhart Wy CENTERLINE INTERSECTION ST A : 3 5 + 6 0 . 9 5 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 5 F L = 1 1 9 . 9 2 ST A : 3 5 + 2 1 . 1 1 O F F : 2 4 . 0 0 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 9 . 8 5 F L = 1 1 9 . 5 2 ST A : 3 5 + 6 8 . 1 8 O F F : 2 3 . 4 7 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 3 1 F L = 1 1 9 . 9 8 Do o l i t t l e D r i v e 52 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E T H I S S H E E T CO L E M A N L A N E SE E S H E E T 50 DOOLITTLE DRIVE MA T C H L I N E ST A 3 5 + 0 0 SE E T H I S S H E E T EA R H A R T W A Y SE E S H E E T 53 N ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Doolittle Dr.31+07.36 R J (#7) 112.85 107.35 5.50 436 Doolittle Dr.31+47.37 L J (#2) 113.24 107.74 5.50 198 Doolittle Dr.32+06.33 L J (#3) 113.84 108.34 5.50 495 Doolittle Dr.33+06.11 R J (#8) 114.85 109.35 5.50 436 Doolittle Dr.33+90.15 L J (#4) 114.60 109.10 5.50 1,178 Doolittle Dr.34+70.93 L J (#9) 117.00 111.50 5.50 436 Doolittle Dr.34+70.93 L J (#5) 116.50 111.00 5.50 891 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 356 379 380355 393 394 395 396 397 398 399 400 401 387 388 389 390 391 1 2 1 12 1 120 117118119121 1 2 0 120 119 121 1 2 0 1 2 1 26+ 27+ 28+ 36+ 37+ 37+ 40 + 41 + 42 + 43 + 44 + 45 + STA: 40+00.00 OFF: 0.00' = STA: 27+28.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION STA: 42+48.00 OFF: 0.00' = STA: 37+28.61 OFF: 0.00 Doolittle Dr CENTERLINE INTERSECTION ST A : 4 0 + 6 0 . 7 5 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 1 . 5 4 F L = 1 2 1 . 2 1 ST A : 4 1 + 1 0 . 7 1 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 1 . 0 4 F L = 1 2 0 . 7 1 ST A : 4 1 + 3 7 . 0 5 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 0 . 7 8 F L = 1 2 0 . 4 5 ST A : 4 1 + 8 7 . 2 5 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 2 8 F L = 1 1 9 . 9 5 ST A : 4 3 + 5 9 . 0 0 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 8 . 5 6 F L = 1 1 8 . 2 3 ST A : 4 3 + 8 3 . 1 3 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 3 2 F L = 1 1 7 . 9 9 ST A : 4 4 + 5 9 . 0 0 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 5 6 F L = 1 1 7 . 2 3 ST A : 4 1 + 1 0 . 6 0 O F F : 2 4 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 2 1 . 0 4 F L = 1 2 0 . 7 1 ST A : 4 1 + 5 7 . 5 8 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 2 0 . 5 7 F L = 1 2 0 . 2 4 ST A : 4 3 + 0 9 . 5 9 O F F : 2 4 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 9 . 0 5 F L = 1 1 8 . 7 2 ST A : 4 3 + 3 2 . 3 4 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 8 . 8 3 F L = 1 1 8 . 5 0 ST A : 4 4 + 2 9 . 0 9 O F F : 2 4 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 8 6 F L = 1 1 7 . 5 3 ST A : 4 4 + 5 2 . 3 4 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 6 3 F L = 1 1 7 . 3 0 111 112 118 401 402 403 427 391 392 116 116 11 0 11 5 10 8 10 9 11 1 11 2 11 3 11 4 11 6 11 7 115 117 50 + 51+ 45 + 4 6 + STA: 46+58.70 OFF: 0.00' R= STA: 50+00.00 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION ST A : 4 5 + 0 5 . 4 9 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 0 9 F L = 1 1 6 . 7 6 ST A : 4 5 + 8 1 . 0 9 O F F : 2 4 . 0 1 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 3 4 F L = 1 1 6 . 0 1 ST A : 4 6 + 3 3 . 9 5 O F F : 2 1 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 5 . 8 2 F L = 1 1 5 . 4 9 ST A : 4 5 + 0 5 . 6 1 O F F : 2 4 . 0 3 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 0 9 F L = 1 1 6 . 7 6 ST A : 4 5 + 3 0 . 0 1 O F F : 2 4 . 0 1 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 8 5 F L = 1 1 6 . 5 2 115 111 112 113 114 11 0 11 1 11 2 11 3 11 0 10 9 11 1 11 2 11 3 11 4 117 117 112 1 1 6 1 1 7 118 117 118 117 115 Ea r h a r t W a y 53 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N HU G H E S L A N E SE E S H E E T 51 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E T H I S S H E E T DO O L I T T L E D R I V E SE E S H E E T 52 N EARHART WAY MA T C H L I N E ST A 4 5 + 0 0 SE E T H I S S H E E T WR I G H T B R O T H E R S W A Y SE E S H E E T 54 ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Earhart Way 40+60.75 L H (#1) 118.16 112.66 5.50 495 Earhart Way 41+11.84 R H (#6) 117.70 112.20 5.50 436 Earhart Way 41+37.05 L H (#2) 117.40 111.90 5.50 495 Earhart Way 43+05.34 R H (#7) 115.95 110.45 5.50 228 Earhart Way 43+59.75 L H (#3) 115.40 109.90 5.50 238 Earhart Way 44+29.09 R H (#8) 114.80 109.30 5.50 218 Earhart Way 44+59.75 L H (#4) 114.30 108.80 5.50 436 Earhart Way 45+05.61 R H (#9) 113.75 108.25 5.50 233 Earhart Way 45+80.95 L H (#5) 113.00 108.00 5.00 513 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 402 405 424 425404403 430 431429 428 427 391 392 436 1 1 6 11 6 11 7 11 8 11 9 1 1 7 11 8 11 7 11 8 11 8 11 8 117 1 1 5 11 7 11 8 50+ 51 + 52 + 53 + 54 + 55 + 46+ 30+ 31+ 96+ STA: 50+00.00 OFF: 0.00' R= STA: 46+58.70 OFF: 0.00 Earhart Wy CENTERLINE INTERSECTION STA: 52+30.23 OFF: 0.00' L= STA: 30+00.00 OFF: 0.00 Yeager Ct CENTERLINE INTERSECTION STA: 52+49.61 OFF: 0.00' L= STA: 96+63.09 OFF: 0.00 Ph 05 Alley CENTERLINE INTERSECTION ST A : 5 0 + 7 3 . 1 0 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 6 0 F L = 1 1 6 . 2 7 ST A : 5 1 + 3 6 . 4 2 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 2 3 F L = 1 1 6 . 9 0 ST A : 5 1 + 6 9 . 4 9 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 5 6 F L = 1 1 7 . 2 3 ST A : 5 3 + 0 9 . 3 2 O F F : 2 3 . 5 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 8 . 9 5 F L = 1 1 8 . 6 2 ST A : 5 3 + 5 9 . 3 2 O F F : 2 4 . 0 0 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 4 5 F L = 1 1 9 . 1 2 ST A : 5 0 + 1 1 . 9 3 O F F : 2 0 . 5 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 0 5 F L = 1 1 5 . 7 2 ST A : 5 1 + 1 8 . 0 8 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 0 5 F L = 1 1 6 . 7 2 ST A : 5 1 + 3 6 . 4 2 O F F : 2 4 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 7 . 2 3 F L = 1 1 6 . 9 0 ST A : 5 2 + 0 7 . 4 2 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 7 . 9 4 F L = 1 1 7 . 6 1 ST A : 5 3 + 0 9 . 3 3 O F F : 2 4 . 0 0 ' R BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 8 . 9 6 F L = 1 1 8 . 6 3 ST A : 5 3 + 7 3 . 1 6 O F F : 2 4 . 0 0 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 9 . 6 0 F L = 1 1 9 . 2 7 1 1 7 111 112 113 111 112 113 114 1 1 7 11 7 11 2 116 117 11 8 11 7 11 8 S T A : 5 0 + 1 4 . 2 6 O F F : 3 9 . 8 7 ' L B E G I N 4 " T C A N D B I O S W A L E T C = 1 1 4 . 7 9 F L = 1 1 4 . 4 6 8" PVC SD 23.7 LF 0.50% 8" PVC SD 21.4 LF -0.50% FL=110.00 SD Cleanout #1005 FL=110.11 FL=110.11 FL=112.00 SD Cleanout #1004 FL=112.13 FL=112.13 11 5 ST A : 5 0 + 7 4 . 2 2 O F F : 1 8 . 0 0 ' R 2' C U R B O P E N I N G Wr i g h t B r o t h e r s W a y 54 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE WRIGHT BROTHERS WAY EA R H A R T W A Y SE E S H E E T 53 YE A G E R C O U R T SE E S H E E T 55 AL L E Y SE E S H E E T 56 ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Wright Bros.50+14.27 L H (#15) 113.15 107.90 5.25 643 Wright Bros.51+18.08 R H (#12) 113.25 108.00 5.25 926 Wright Bros.51+69.49 L H (#14) 114.35 109.10 5.25 312 Wright Bros.52+07.42 R H (#11) 114.35 109.10 5.25 680 Wright Bros.53+59.32 L H (#13) 115.90 110.40 5.50 495 Wright Bros.53+73.16 R H (#10) 115.60 110.10 5.50 634 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355 Scale: 1"= 1 1/2' PERF. PIPE SD TO VEGETATED BASIN2 8x8x8 PVC TEE (SOLVENT WELD) 8" PVC PERFORATED PIPE (10' LONG Min.) 8x8 PVC 90° ELBOW (SOLVENT WELD) 8" PVC CAP (NON-GLUED) 8" PVC Sch 40 PIPE (SOLVENT WELD) TO VEGETATED BASIN 2 54 2 54 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 425 404 430 431 432 433 429428 11 6 11 7 11 8 11 9 11 1 11 2 117 118 117 118 117 118 118 118 51+ 52+ 53+ 30 + 31 + 3 2 + STA: 30+00.00 OFF: 0.00' = STA: 52+30.23 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION STA: 32+03.38 OFF: 0.00' L= STA: 52+13.18 OFF: -199.99 Wright Bros Wy CENTERLINE INTERSECTION 96 + ST A : 3 1 + 4 4 . 0 4 O F F : 2 4 . 0 0 ' L BE G I N 4 " T C A N D B I O S W A L E TC = 1 1 6 . 8 2 F L = 1 1 6 . 4 9 ST A : 3 2 + 4 1 . 6 8 O F F : 1 4 . 3 5 ' L EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 3 2 F L = 1 1 5 . 9 9 ST A : 3 2 + 2 5 . 6 3 O F F : 3 4 . 3 7 ' R EN D 4 " T C A N D B I O S W A L E TC = 1 1 6 . 3 5 F L = 1 1 6 . 0 2 ST A : 3 1 + 9 4 . 9 7 O F F : 3 9 . 8 1 ' R BE G I N 4" T C A N D B I O S W A L E TC = 1 1 6 . 4 4 F L = 1 1 6 . 1 1 116117 117 117 118 FL=112.00 8" PVC SD 30.0 LF 0.50% SD Cleanout #1003 FL=112.16 FL=112.16 ST A : 3 2 + 0 1 . 5 1 O F F : 3 4 . 9 7 ' L 2' C U R B O P E N I N G Ye a g e r C o u r t 55 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE YEAGER COURT WR I G H T B R O T H E R S W A Y SE E S H E E T 54 ROADSIDE BIOSWALE REFERENCE NOTES: 100 SYMBOL DESCRIPTION 101 1' WIDE CURB OPENING, 2' FROM BEGINNING AND END OF ROADSIDE BIOSWALE . SEE PLAN FOR OTHER LOCATIONS. SEE SHEET , DETAIL . (TYPICAL) 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS TOP OF CURB ROAD SLOPE 1.00% CL A S S 3 PE R M E A B L E VA R I E S P E R PL A N 3. 0 0 ' M I N T O GR O U N D W A T E R TYPICAL ROADSIDE BIOSWALE PROFILE (VARIES PER PLAN) STREET GUTTER FLOWLINE BIOSWALE FLOWLINE BIOSWALE PONDING 1.00' ROADSIDE CURB CUT (TYP.) 2.00' TYP. LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER WATER SURFACE ELEVATION Scale: 1"= 3' TYPICAL ROADSIDE BIOSWALE PROFILE3 1.00' ROADSIDE CURB CUT (TYP.) 2.00' TYP. Bioswales with Underground Gravel Trenches Street Station Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Yeager Ct 31+44.04 L H (#18) 113.25 109.00 4.25 711 Yeager Ct 32+25.63 R H (#19) 113.25 109.00 4.25 252 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 101 355 Scale: 1"= 1 1/2' PERF. PIPE SD TO VEGETATED BASIN2 8x8x8 PVC TEE (SOLVENT WELD) 8" PVC PERFORATED PIPE (10' LONG Min.) 8x8 PVC 90° ELBOW (SOLVENT WELD) 8" PVC CAP (NON-GLUED) 8" PVC Sch 40 PIPE (SOLVENT WELD) TO VEGETATED BASIN 2 55 Scale: 1"= 3' WITH GRAVEL TRENCH1 TYPICAL ROADSIDE BIOSWALE 5.00' SIDEWALK 6.00' PARKWAY 1.50' 0. 5 0 ' 2. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 2. 6 0 ' VARIES 5.50' TO 6.00' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) 18" C&G 4" CURB 2.00' GRAVEL CHECK DAM ROCK SPLASH PAD AT CURB OPENINGS (BOTH SIDES) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE LEGEND: DESIGN FINISHED GRADE REFERENCE TO RECORDED GROUNDWATER MAX. PONDING ELEVATION CALTRANS CLASS 3 PERMEABLE MATERIAL 18' TO CL 25' TO CL 3. 3 5 ' 0.50' 3. 3 5 ' MODIFIED CURB PER CITY STD. 4030 ADJACENT TO ALL BIO-SWALES 0. 7 5 ' 12"x18" DEEP CONCRETE GRADE BEAM. 20' MAX. SPACING. USE 2 SMOOTH #4 REBARS EA. SIDE. USE 18"x12" #4 BENT REBAR AT 18" o.c. 0.50'0.50' RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R MAX. PONDING GROUNDWATER ELEVATION MAX. PONDING 412413414 415 416 417 418 411 410 419 420 409 408 421 407 422 423 406 405 424 425 404 430 428 1 2 0 118 1 1 9 119 1 2 1 120 119 121 1 2 0 1 1 9 11 7 11 8 11 9 118 118 29+ 30+ 31 + 52+ 53+ 54+ 30 + 90 + 91 + 92 + 93 + 94 + 95 + 96 + 117 117 STA: 90+00.00 OFF: 0.00' = STA: 29+82.61 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION STA: 96+63.09 OFF: 0.00' = STA: 52+49.61 OFF: 0.00 Wright Bros Wy CENTERLINE INTERSECTION ST A : 9 0 + 9 1 . 0 9 O F F : 4 . 9 9 ' L BE G I N U N D E R G R O U N D C H A M B E R ST A : 9 1 + 7 5 . 2 4 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 1 + 9 1 . 1 0 O F F : 5 . 0 0 ' L BE G I N U N D E R G R O U N D C H A M B E R ST A : 9 2 + 5 4 . 0 9 O F F : 4 . 9 9 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 2 + 6 3 . 5 9 O F F : 4 . 9 9 ' L BE G I N U N D E R G R O U N D C H A M B E R ST A : 9 3 + 5 2 . 1 0 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 4 + 7 0 . 0 9 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 5 + 7 0 . 0 9 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 3 + 6 6 . 0 9 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 4 + 8 6 . 0 9 O F F : 5 . 0 0 ' L EN D U N D E R G R O U N D C H A M B E R ST A : 9 0 + 4 9 . 8 5 4" P V C S D (E A S T & W E S T ) ST A : 9 1 + 3 0 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 1 + 4 2 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 0 + 7 8 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 0 + 9 4 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 1 + 7 6 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 1 + 9 4 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 2 + 3 5 . 4 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 2 + 6 7 . 4 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 3 + 0 3 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 3 + 1 7 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 3 + 5 3 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 3 + 6 9 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 4 + 0 9 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 4 + 3 8 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 4 + 7 3 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 4 + 8 9 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 5 + 2 5 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 5 + 3 7 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 5 + 7 3 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 5 + 8 9 . 9 5 4" P V C S D ( E A S T & W E S T ) ST A : 9 6 + 2 4 . 9 5 4" P V C S D (E A S T & W E S T ) ST A : 9 0 + 9 4 . 9 5 4" P V C S D ( E A S T & W E S T ) SD SD SD SD SD SD SD SD SD SD SDSD SD SDSD SDSDSDSDSD 331 332 333 334 335 367 115 116 116 117 116 117 1 1 4 20 + 21 + >>>>>>> 29 + 30 + 31+ 11 2 11 3 10 6 10 7 10 8 108 115 112 113 114 8" PVC SD 31.6 LF -0.50% FL=105.40 SD Cleanout #1002 FL=105.57 FL=105.57(S) ST A : 1 + 0 7 . 1 8 O F F : 4 . 9 9 ' R BE G I N U N D E R G R O U N D C H A M B E R ST A : 1 + 9 7 . 1 8 O F F : 5 . 0 0 ' R EN D U N D E R G R O U N D C H A M B E R STA: 30+00.00 OFF: 0.00' = STA: 20+00.00 OFF: 0.00 Hughes Ln CENTERLINE INTERSECTION ST A : 1 + 0 7 . 0 0 O F F : 1 5 . 0 0 ' R 4" P V C S D ST A : 1 + 4 7 . 0 0 O F F : 1 5 . 0 0 ' R 4" P V C S D ST A : 1 + 5 3 . 0 0 O F F : 1 5 . 0 0 ' R 4" P V C S D ST A : 1 + 9 7 . 0 0 O F F : 1 5 . 0 0 ' R 4" P V C S D ST A : 2 + 0 3 . 0 0 O F F : 1 5 . 0 0 ' R 4" P V C S D ST A : 2 + 1 1 . 1 3 O F F : 1 2 . 2 7 ' R 4" P V C S D SD SDSD SD SD SD SDSDSD SD Scale: 1"= 2' MOTORCOURT/ ALLEY UNDERGROUND GRAVEL CHAMBER1 Pr i v a t e A l l e y 56 FILE NAME: 1493-0007-UT01-PIP1-BIOS.DWG 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE N HU G H E S L A N E SE E S H E E T 51 PRIVATE ALLEY YEAGER COURT WR I G H T B R O T H E R S W A Y SE E S H E E T 54 20.00' ALLEY 0.50' ZERO HEIGHT CURB 0.50' ZERO HEIGHT CURB 2.00' 3. 0 0 ' DR Y U T I L I T I E S GAS 12" HDPE STORM DRAIN PIPE 4" PVC PIPE4" PVC PIPE 4" PVC PIPE 1. 5 0 ' Mi n . 1. 0 0 ' 18" x 18" CONCRETE BOX INLET 5.00' 6.00'VA R I E S 3. 0 0 ' M I N SE P A R A T I O N TO GR O U N D W A T E R 0.50%0.50% PAVERS ON-SITE SD LATERALS 2.33' CALTRANS CLASS 3 PERMEABLE MATERIAL 4" PERF. PVC PIPE 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS Motorcourt/ Alley Underground Gravel Chambers Location Trench ID *Elevation Top of Gravel (ft) Elevation Bottom of Gravel (ft) Depth of Gravel Trench (ft) Total Retention Volume (cf) Private Alley I (#1) 117.71 112.96 4.75 718 Private Alley I (#14) 116.75 112.25 4.50 907 Private Alley H (#16) 116.39 111.64 4.75 1,186 Private Alley H (#17) 115.35 110.60 4.75 958 Private Alley H (#20) 116.39 111.64 4.75 1,015 Alley/ Coleman Ln J (#21) 111.50 106.75 4.75 1,026 * See Phases 2-6 Stormwater Control Plan, dated 12-21-2022, Stormwater Control Measures (SCM) Exhibit. 156 USE FUSED HDPE MATERIAL ONLY FOR THESE SEWER LINES CROSSING THE GRAVEL CHAMBER (TYPICAL). 6.00'6" PVC SEWER PIPE 4" SEWER LATERAL THRU GRAVEL CHAMBER TO BE FUSIBLE HDPE RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA Re v . Da t e De s c r i p t i o n o f R e v i s i o n s By 09 / 0 2 / 2 0 2 5 SD L A T E R A L S A D D E D A N D C B I N V E R T RE V I S E D RM S 1 1 > > 1+ 2+ 3+ 4+ 5+ 6 + 7 + 8 + 100 100 9 999101 1 0 5 1 1 0 1 0 4 1 0 6 1 0 7 1 0 8 1 0 9 1 1 1 110 115 120 106 106106106 106 107 108 109 111 112 113 114 116 117 118 119 120 121 122 123 1. 5 0 % S D SD SD 22+ 23+ SD SD SD 42" H D P E S D P E R M A S S G R A D I N G P L A N X X X X X X X X X X X X X X X X X X PC : 2 + 5 3 . 6 4 ' PT : 2 + 7 9 . 7 8 ' PC : 5 + 2 6 . 9 9 ' P T : 6 + 5 1 . 6 3 ' S 57°36'16" E 163 . 6 4 ' S 50°0 6 ' 5 8 " E 2 4 7 . 2 1 ' Δ=7°29'18" R=200.00', L=26.14' Δ =3 9 °4 0 '3 0 " R =18 0 .0 0 ',L =1 2 4 .6 4 ' 110 109 111 112 110 108 109 11 0 108 10 9 11 1 112 1 1 0 1 0 8 1 0 9 1 1 1 3 0 " H D P E S D S D S D 3 0 " H D P E S D P E R P H A S E 2 - 3 P I P ' s 1 1 4 + 1 1 5 + 1 1 6 + 1 1 7 + S D SS SS SS 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 100 105 110 115 120 100 105 110 115 120 -4.65% 3.87% -1.66%0.00%0.50% 1.39% 100.00' VC BV C : 3 + 6 3 . 4 1 EV C : 4 + 6 3 . 4 1 EL E V : 1 1 1 . 2 2 EL E V : 1 1 0 . 8 3 PVI ELEV = 113.15 PVI STA = 4+13.41 HIGH POINT ELEV = 112.10 HIGH POINT STA = 4+08.81 11.7 50.00' VC BV C : 2 + 2 7 . 3 7 EV C : 2 + 7 7 . 3 7 EL E V : 1 0 6 . 8 0 EL E V : 1 0 7 . 8 9 PVI ELEV = 106.92 PVI ELEV = 2+52.37 LOW POINT ELEV = 106.80 LOW POINT STA = 2+27.37 14.9 100.00' VC BV C : 5 + 0 1 . 9 4 EV C : 6 + 0 1 . 9 4 EL E V : 1 0 9 . 0 3 EL E V : 1 0 7 . 4 0 PVI ELEV = 106.71 PVI ELEV = 5+51.94 LOW POINT ELEV = 107.24 LOW POINT STA = 5+78.96 16.5 -4.65% 3.87% -1.66%0.00%0.50% 1.39% 100.00' VC BV C : 3 + 6 3 . 4 1 EV C : 4 + 6 3 . 4 1 EL E V : 1 1 1 . 2 2 EL E V : 1 1 0 . 8 3 PVI ELEV = 113.15 PVI STA = 4+13.41 HIGH POINT ELEV = 112.10 HIGH POINT STA = 4+08.81 11.7 50.00' VC BV C : 2 + 2 7 . 3 7 EV C : 2 + 7 7 . 3 7 EL E V : 1 0 6 . 8 0 EL E V : 1 0 7 . 8 9 PVI ELEV = 106.92 PVI ELEV = 2+52.37 LOW POINT ELEV = 106.80 LOW POINT STA = 2+27.37 14.9 100.00' VC BV C : 5 + 0 1 . 9 4 EV C : 6 + 0 1 . 9 4 EL E V : 1 0 9 . 0 3 EL E V : 1 0 7 . 4 0 PVI ELEV = 106.71 PVI ELEV = 5+51.94 LOW POINT ELEV = 107.24 LOW POINT STA = 5+78.96 16.5 100.00' ST A : 0 + 9 9 . 8 3 EL E V : 1 0 6 . 8 8 B I K E P A T H I N T X 40.00' VC BV C : 2 1 + 5 8 . 3 8 EV C : 2 1 + 9 8 . 3 7 EL E V : 1 0 5 . 0 0 EL E V : 1 0 5 . 8 6 PVI ELEV = 105.00 PVI ELEV = 21+78.37 LOW POINT ELEV = 105.00 LOW POINT STA = 21+58.38 9.3 40.00' VC BV C : 2 2 + 9 8 . 3 8 EV C : 2 3 + 3 8 . 3 7 EL E V : 1 0 6 . 2 6 EL E V : 1 0 5 . 7 9 PVI ELEV = 105.70 PVI ELEV = 23+18.37 LOW POINT ELEV = 105.78 LOW POINT STA = 23+32.63 12.1 0.00%4.32% 0.50%-0.50%-2.83%0.47% 40.00' VCBV C : 2 1 + 9 8 . 3 7 EV C : 2 2 + 3 8 . 3 7 EL E V : 1 0 5 . 8 6 EL E V : 1 0 6 . 8 3 PVI ELEV = 106.73 PVI STA = 22+18.37 HIGH POINT ELEV = 106.83 HIGH POINT STA = 22+38.37 10.5 40.00' VCBV C : 2 2 + 5 8 . 3 7 EV C : 2 2 + 9 8 . 3 7 EL E V : 1 0 6 . 9 3 EL E V : 1 0 6 . 2 6 PVI ELEV = 106.83 PVI STA = 22+78.37 HIGH POINT ELEV = 106.93 HIGH POINT STA = 22+58.37 17.2 ST A : 2 2 + 4 8 . 3 7 EL E V : 1 0 6 . 8 8 BI K E P A T H I N T X 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 1.00' 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 5.25' 1. 7 5 ' 1.00' 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 6.00' 2. 0 0 ' %-2.0 1.00' REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL Bu c k l e y B i k e P a t h 57 FILE NAME: 1493-0007-UT01-BIKE.DWG N M A T C H L I N E S T A 8 + 0 0 S E E S H E E T 5 8 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCK L E Y R O A D (PER S E P A R A T E P L A N S ) 181 182 BUCKLEY BIKE LANE: Sta. 2+10 to 4+50 131 101 RE M O V E A N D RE C O N S T R U C T 1 7 9 . 7 5 ' O F EX I S T I N G B I K E P A T H Profile for Existing Bike Path to be Removed and Re-constructed 3:1 3:1 BUCKLEY BIKE LANE: Sta. 4+50 to 7+00 131 101 3:1 3:1 3:1 BUCKLEY BIKE LANE Sta. 7+00 to 8+00 131 101 3:13:13:1 BIKE LANE BRIDG E PER MASS GRADI N G P L A N 854 854 853 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 157' D E M O L I S H A N D R E M O V E E X I S T I N G T E M P O R A R Y BUCKL E Y R O A D B I K E P A T H C O N N E C T I O N 852 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 1.24% 0.62% 1.24% 0.62% 100.00' VC BV C : 1 4 + 4 6 . 0 0 EL E V : 1 1 5 . 1 9 PVI ELEV = 115.74 PVI STA = 14+96.00 HIGH POINT ELEV = 115.41 HIGH POINT STA = 14+86.55 ST A : 8 + 3 7 . 4 8 EL E V : 1 1 0 . 6 6 GR A D E B R E A K ST A : 1 3 + 3 6 . 7 6 EL E V : 1 1 3 . 7 8 GR A D E B R E A K 1.39% 8+9+ 10 + 11 + 12 + 13 + 1 4 + 15 + 435 115 111 112 112 112112 1 1 2 1 1 3 11 3 11 3 1 1 4 115 113 1 1 4 116 117 118 119 1. 5 0 % 1. 5 0 % SD SD SD SD SD SD SD SD SD SD SD SD SD 42" HDPE SD PER MASS GRADING PL A N 42" HDPE SD PER MASS GRADING PLAN XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXX PI : 1 1 + 3 6 . 1 5 ' PC : 1 2 + 9 4 . 5 1 ' P T : 1 3 + 3 6 . 7 6 ' P C : 1 4 + 1 6 . 8 1 ' PT : 1 4 + 5 9 . 8 6 ' N 77°54'3 1 " E 8 0 . 0 6 ' S 89°47'28" E 484.52'S 88°38'43" E 158.37' Δ=13°26'46" R=180.00', L=42.24'Δ =13 °4 2 '0 8 " R =1 8 0 .0 0 ',L =4 3 .0 5 ' 11 2 1 1 0 112 11 4 113 114 11 8 + 11 9 + 12 0 + 12 1 + 12 2 + 12 3 + 12 4 + 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 6.00' 2. 0 0 ' %-2.0 1.00' 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 5.25' 1. 7 5 ' 1.00' 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 1.00' REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL MA T C H L I N E ST A 1 5 + 0 0 SE E S H E E T 59 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCKLEY ROAD (PER SEPARATE PLANS) 181 182 Bu c k l e y B i k e P a t h 58 FILE NAME: 1493-0007-UT01-BIKE.DWG MA T C H L I N E ST A 8 + 0 0 SE E S H E E T 57 N BUCKLEY BIKE LANE: Sta. 8+00 to 13+00 131 101 BUCKLEY BIKE LANE: Sta. 13+00 to 13+80 131 101 3:13:1 3:1 BUCKLEY BIKE LANE: Sta. 13+80 to 15+00 131 101 3:1 3:1 854 854853 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA REMOVE EXISTING CATTLE CHUTE AND FENCE. GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 2.00%-2.00%-0.50% 1.01% -1.61%0.79% 100.00' VC BV C : 1 7 + 5 6 . 6 0 EV C : 1 8 + 5 6 . 6 0 EL E V : 1 1 4 . 5 4 EL E V : 1 1 4 . 7 9 PVI ELEV = 114.29 PVI ELEV = 18+06.60 LOW POINT ELEV = 114.45 LOW POINT STA = 17+89.79 66.4 100.00' VC BV C : 1 5 + 5 2 . 6 0 EV C : 1 6 + 5 2 . 6 0 EL E V : 1 1 4 . 8 1 EL E V : 1 1 4 . 3 9 PVI ELEV = 114.00 PVI ELEV = 16+02.60 LOW POINT ELEV = 114.26 LOW POINT STA = 16+19.78 41.7 2.00%-2.00%-0.50% 1.01% -1.61%0.79% 100.00' VC EV C : 1 5 + 4 6 . 0 0 EL E V : 1 1 4 . 9 4 PVI ELEV = 115.74 PVI STA = 14+96.00 HIGH POINT ELEV = 115.41 HIGH POINT STA = 14+86.55 ST A : 2 1 + 3 0 . 6 0 EL E V : 1 1 7 . 5 5 GR A D E B R E A K 1.07% ST A : 1 7 + 0 9 . 9 8 = CE N T E R L I N E I N T X EL E V : 1 1 5 . 1 6 ST A : 1 + 9 5 . 3 9 J e s p e r s e n R d PC: 2+00.44' N 1 ° 3 6 ' 3 9 " E Δ=31°26'41" R=325.00', L=178.37' 15 + 16 + 17 + 18 + 19 + 20 + 21 + 22 + 115 115 12 0 120120120 116 116 11 7 1 1 7 117 11 7 118 118 119 11 9 1 2 1 12 2 1 2 2 1 2 2 122122 12212 2 122 1 2 3 1 2 3 118 1+ 2+ 3+ 115 11 2 1 1 3 11 4 116 1. 5 0 % 1. 5 0 % SD SD SD SD SD SD S D 42" HDPE SD PER MASS GRADING PLAN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PC : 1 7 + 8 6 . 9 8 ' PT : 1 8 + 2 0 . 6 9 ' PC : 1 9 + 1 4 . 7 2 ' PT : 1 9 + 4 9 . 2 4 ' PI : 2 1 + 8 2 . 3 0 ' S 88°23'21" E 327.12' S 77°39 ' 2 6 " E 9 4 . 0 3 ' S 88°38'43" E 233.06' Δ=10°59'16" R=180.00', L=34.52' Δ=10°43'54" R=180.00', L=33.71' 11 5 1 1 5 11 6 11 7 1 1 8 11 7 11 8 1 1 5 1 1 3 1 1 4 STA: 16+68.16 OFF: 8.00' R STOP SIGN R1 SIGN (HALF SIZE) ON METAL POST STA: 17+51.96 OFF: 8.00' L STOP SIGN R1 SIGN (HALF SIZE) ON METAL POST 12 5 + 12 6 + 12 7 + 12 8 + 12 9 + 13 0 + 13 1 + STA: 17+52.55 OFF: 2.63' R PEDESTRIANS & BIKES PROHIBITED SIGN ON BARRICADE SS SS RA W RA W WL 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 5.00' 2. 0 0 ' 2.00' 1.00' 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 1.00' REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL MA T C H L I N E ST A 2 2 + 0 0 SE E S H E E T 60 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCKLEY ROAD (PER SEPARATE PLANS) 181 182 Bu c k l e y B i k e P a t h 59 FILE NAME: 1493-0007-UT01-BIKE.DWG N MA T C H L I N E ST A 1 5 + 0 0 SE E S H E E T 58 BUCKLEY BIKE LANE: Sta. 18+00 to 22+00 131 101 BUCKLEY BIKE LANE: Sta. 17+50 to 18+00 131 101 3:1 3:1 3:1 3:1 861 854853 854 872 871 102 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 851 851 PEDESTRIANS & BIKES PROHIBITED 103 WL RW SS SD RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80 29+00 29+20 0.50% 1.07% 1.50% 0.50%ST A : 2 3 + 9 0 . 6 0 EL E V : 1 2 0 . 3 2 GR A D E B R E A K ST A : 2 5 + 1 8 . 6 0 EL E V : 1 2 2 . 2 4 GR A D E B R E A K 22 + 23 + 24 + 25 + 26 + 27 + 28 + 29 + 1 2 5 122 12 3 123 1 2 3 1 2 3 123 12 3 123123 1 2 3 123 1 2 3 124 12 4 124 124 12 4 12 4 1 2 4 124 1 2 4 1 2 4 124124 124 120 118 119 12 1 122 123 1. 5 0 % STA: 29+79.27 OFF: 6.00' R TRANSITION ANGLE POINT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PI : 2 1 + 8 2 . 3 0 ' PI : 2 7 + 8 2 . 4 2 ' S 87°29'58" E 600.12' S 88°38'43" E 268.24' 1 2 0 1 1 8 1 1 9 1 2 2 123 124 12 0 1 2 5 11 9 121 122 123 12 4 13 2 + 13 3 + 13 4 + 13 5 + 13 6 + 13 7 + 13 8 + 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 5.00' 2. 0 0 ' 2.00' 1.00' REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL MA T C H L I N E ST A 2 9 + 0 0 SE E S H E E T 61 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCKLEY ROAD (PER SEPARATE PLANS) 182 181 Bu c k l e y B i k e P a t h 60 FILE NAME: 1493-0007-UT01-BIKE.DWG N MA T C H L I N E ST A 2 2 + 0 0 SE E S H E E T 59 BUCKLEY BIKE LANE: Sta. 22+00 to 29+00 131 101 3:1 3:1 854853 854 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 28+80 29+00 29+20 29+40 29+60 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 0.50%0.50% ST A : 2 9 + 7 8 . 6 8 EL E V : 1 2 4 . 5 4 EN D C I T Y S T D B I K E L A N E 29 + 30 + 124 FG = 1 2 4 . 0 7 FG = 1 2 4 . 1 0 1. 5 0 % FG = 1 2 4 . 4 5 FG = 1 2 4 . 6 3 STA: 29+82.49 OFF: 6.00' L TRANSITION ANGLE POINT STA: 29+79.27 OFF: 6.00' R TRANSITION ANGLE POINT ST A : 2 9 + 7 8 . 6 8 O F F : 0 . 0 0 ' EN D C I T Y S T D B I K E L A N E X X X X X X X X X S 88°38'43" E 268.24' S 5 8 ° 3 8 ' 4 3 " E 7 6 . 3 9 ' 124 1 2 5 1 2 3 1 2 4 12 3 12 4 STA: 140+06.25 OFF: 25.40' L D11-1 BIKE ROUTE & M6-2 DIRECTION SIGN ON METAL POST 13 9 + 14 0 + 14 1 + PI : 1 3 9 + 7 8 . 3 5 ' STA: 139+75.27 OFF: 23.55' L NO MOTOR VEHICLES R5-3 SIGN (HALF SIZE) ON METAL POST 12.00' %-1.5 20.00' EASEMENT 2.00'2.00' 5.00' 2. 0 0 ' 2.00' 1.00' P T : 5 0 + 4 9 . 4 0 ' P C : 5 0 + 4 9 . 4 0 ' P T : 5 0 + 7 1 . 0 4 ' PC : 4 5 + 8 7 . 6 7 ' PT : 4 6 + 0 9 . 3 0 ' PC : 4 6 + 0 9 . 3 0 ' N 8 8 ° 4 0 ' 1 3 " W Δ =1 6 °3 1'4 5 " R =7 5 .0 0 ',L =2 1.6 4' Δ = 1 2 3 ° 0 3 ' 2 7 " R = 4 6 . 0 0 ', L = 9 8 . 8 0'Δ=16°31'4 3 " R=75.00', L = 2 1.6 4 ' 403 427 391 392 330 329 116 1 1 0 109 11 1 1 1 2 11 3 11 0 10 7 10 8 10 9 11 1 11 2 1 1 3 1 1 5 1 1 6 116 1 1 5 1 1 3 1 1 4 1 1 6 1 1 7 1 1 8 117 116 1 1 7 1 0 + 1 1 + 12 + 12 + P C : 1 1 + 5 2 . 0 0 ' PT : 1 1 + 7 6 . 6 1 ' 38+ 39+ SD S D SD SD SD S D S D S D 115 113 114 116 117 110 111 112 113 STA: 11+81.96 OFF: 8.03' R STOP SIGN R1 SIGN (HALF SIZE) ON METAL POST STA: 11+81.96 OFF: 7.98' L NO MOTOR VEHICLES 1 1 2 SD SD SD SS SS S S WL WL W L 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+6012+70 -0.50%0.50%0.50%-1.19%-1.50% GB S T A : 9 + 9 4 . 0 0 EL E V : 1 1 6 . 3 9 4 GB S T A : 1 1 + 3 6 . 0 0 EL E V : 1 1 6 . 2 3 9 -1.50% ST A : 1 0 + 0 7 . 0 0 EL E V : 1 1 6 . 2 2 GR A D E B R E A K ST A : 1 0 + 7 3 . 5 0 EL E V : 1 1 6 . 5 8 GR A D E B R E A K ST A : 1 1 + 8 9 . 0 5 EL E V : 1 1 5 . 6 2 GR A D E B R E A K REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCKLEY ROAD (PER SEPARATE PLANS) 181 182 Bu c k l e y a n d W r i g h t B r o t h e r s B i k e P a t h s 61 FILE NAME: 1493-0007-UT01-BIKE.DWG N MA T C H L I N E ST A 2 9 + 0 0 SE E S H E E T 60 BUCKLEY BIKE LANE: Sta. 29+00 to 29+80 131 101 3:1 3:1 MATCH TRANSITION TO EXISTING EDGE OF PAVEMENT MATCH EXISTING GRADE 854 853 854 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE N WR I G H T B R O T H E R S W A Y E A R H A R T W A Y BIKE LA N E B R I D G E PER MA S S G R A D I N G P L A N PHASE 2-3 BIKE PATH IMPROVEMENTS 871 851 102 853 854 101 181 182 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 193 438 PI : 3 2 + 5 5 . 8 3 ' PT: 1 7 + 4 3 . 3 7 ' PC: 1 7 + 4 3 . 3 7 ' PT: 17+65.01' S 88°40'13" E S 1 ° 1 9 ' 5 1 " W STA: 32+55.83 OFF: 0.00' R= STA: 17+67.23 OFF: 0.00 Jespersen Rd CENTERLINE INTERSECTION PI: 17+67.23' 30 + 31 + 32 + 33 + 34 + 35 + 18+ 17+ 18+ 19+ 115 1 1 6 1 1 7 118 1 1 8 1 1 9 118 11 9 1 1 5 1 1 4 1 1 7 117 1 1 8 119 11 8 118118 11 8 1 1 3 STA: 33+52.86 OFF: 32.40' R PEDESTRIANS & BIKES PROHIBITED SIGN ON BARRICADE STA: 33+52.07 OFF: 40.13' R D11-1 BIKE ROUTE & M6-4 DIRECTION SIGN ON METAL POST STA: 33+05.44 OFF: 92.05' R D11-1 BIKE ROUTE & M6-4 DIRECTION SIGN ON METAL POST STA: 32+29.63 OFF: 100.86' R D11-1 BIKE ROUTE & M6-4 DIRECTION SIGN ON METAL POST STA: 33+54.07 OFF: 36.15' L D11-1 BIKE ROUTE & M6-4 DIRECTION SIGN ON METAL POST STA: 33+51.88 OFF: 28.42' L PEDESTRIANS & BIKES PROHIBITED SIGN ON BARRICADE 118 1 1 8 1 1 9 1 2 0 1 1 8 1 1 9 110 111 112 113113 1 1 7 121 122 123 120119 121 122 123 1 1 6 1 1 7 11 8 1 1 8 119 12.00'ROAD SECTION 2.00' %-1.50 1.00' 5.50' VENTURE DRIVE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE J E S P E R S E N R O A D S E E S H E E T 9 Je s p e r s e n R d . - V e n t u r e D r . R o u n d a b o u t B i k e L a n e 62 FILE NAME: 1493-0007-UT01-PIP1.DWG N ME M P H I S B E L L E W A Y 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS (3) Contech Structural Steel Plate Arch Culverts (37'x7'x106'). Per separate plans. JESPERSEN/VENTURE ROUNDABOUT BIKE LANE 131 101 3:1 R/ W 853 101 PEDESTRIANS & BIKES PROHIBITED REFERENCE NOTES: DESCRIPTION 1 SURFACE IMPROVEMENTS 100 GENERAL 101 42" RAIL FENCE, PER CITY STD. 9050. 102 REMOVEABLE BOLLARD WITH DIAMOND SHAPED BUFFER YELLOW PAINT PER CITY STD 7335. 103 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP) WITH RESTRICTION SIGN, AS SHOWN. 130 PAVEMENT 131 12' CONCRETE BIKE LANE, PER CITY STD. 7040. 180 PROFILES 181 EXISTING GRADE PROFILE AT CENTERLINE 182 FINISHED GRADE PROFILE AT CENTERLINE 8 TRAFFIC SIGNS AND STRIPING 850 MARKINGS - STRIPES 851 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G TYPICAL 852 INSTALL 18" PAINTED (TRAFFIC RATED) WHITE LIMIT LINE (YIELD) PER CALTRANS STD PLAN A24G TYPICAL (HALF SIZE) 853 INSTALL PAINTED (TRAFFIC RATED) 4" YELLOW CENTER DIVIDE LINE. 3' LONG BETWEEN 9' SPACINGS. 854 INSTALL PAINTED (TRAFFIC RATED) WHITE EDGE LINE, 6" FROM EDGE (DETAIL 27b) PER CALTRANS STD. PLAN A20B TYPICAL 860 MARKINGS - ARROWS 861 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE ARROW PER CALTRANS STD. PLAN A24A TYPICAL 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL PAINTED (TRAFFIC RATED) STOP LETTERING PER CALTRANS STD. PLAN A24D TYPICAL (HALF SIZE) 872 INSTALL PAINTED (TRAFFIC RATED) BIKE LANE SYMBOL PER CALTRANS STD. PLAN A24C TYPICAL BIKE PATH GENERAL NOTES A.SEE SEPARATE BIKE PATH LIGHTING PLANS FOR LIGHTING IMPROVEMENTS. B.SEE SEPARATE LANDSCAPING PLAN FOR ADJACENT PARK IMPROVEMENTS. PEDESTRIANS & BIKES PROHIBITED 853 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) 20 + 21 + 22 + 23 + 24 + 25 + 26 + 27 + 28 + 29 + 30 + 31 + 30 + 31+ 32+ 3 0 + 31 + 32 + 33 + 34 + 35 + 36 + 37 + 40+ 41+ 42+ 43+ 44+ 45+ 46+ 50+ 51 + 52 + 53 + 54 + 55 + 56 + 57 + 30+ 31+ 90+ 91+ 92+ 93+ 94+ 95+ 96+ >>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>> STA: 31+73.37 OFF: 18.00' L STA: 31+47.37 OFF: 18.00' L STA: 30+54.39 OFF: 16.44' L STA: 31+58.53 OFF: 17.88' L STA: 31+54.95 OFF: 17.99' R STA: 30+75.96 OFF: 17.99' R STA: 30+75.96 OFF: 18.01' L STA: 20+59.88 OFF: 16.93' L STA: 20+35.05 OFF: 15.00' R STA: 20+09.71 OFF: 15.00' R STA: 30+09.71 OFF: 15.01' L STA: 22+34.48 OFF: 18.00' L STA: 22+07.36 OFF: 18.00' L STA: 24+70.93 OFF: 17.88' L STA: 24+48.43 OFF: 17.88' L STA: 28+42.00 OFF: 18.00' L STA: 28+12.00 OFF: 18.00' L STA: 31+35.22 OFF: 5.82' R STA: 31+42.38 OFF: 15.14' R STA: 34+34.43 OFF: 18.00' L STA: 34+02.46 OFF: 18.00' L STA: 34+40.43 OFF: 0.00' R STA: 24+41.93 OFF: 0.00' L STA: 43+67.00 OFF: 18.00' L STA: 46+01.22 OFF: 16.47' R STA: 45+85.67 OFF: 18.00' L STA: 50+71.72 OFF: 18.00' R STA: 50+73.10 OFF: 18.00' L STA: 52+72.31 OFF: 18.00' R STA: 54+21.27 OFF: 22.00' R STA: 43+97.00 OFF: 18.00' L STA: 7+95.18 OFF: 20.25' L STA: 7+16.08 OFF: 20.25' RSTA: 40+28.16 OFF: 15.14' L STA: 37+00.45 OFF: 15.14' R STA: 30+00.28 OFF: 16.24' R STA: 32+39.21 OFF: 16.42' R STA: 46+58.71 OFF: 16.42' R 4+ 5+ 6+ 7+ 8+ 9+ 10+ 11+ 12+ 13+ STA: 30+59.89 OFF: 16.93' R STA: 30+43.63 OFF: 15.00' L STA: 30+06.70 OFF: 15.50' L STA: 24+06.36 OFF: 18.00' L STA: 24+35.93 OFF: 18.00' L STA: 24+73.93 OFF: 18.00' R STA: 24+48.43 OFF: 17.75' R STA: 25+38.98 OFF: 18.00' L STA: 25+21.11 OFF: 18.00' L STA: 34+70.93 OFF: 18.00' L STA: 34+46.43 OFF: 18.00' L STA: 34+70.93 OFF: 17.88' R STA: 34+46.43 OFF: 17.88' R STA: 34+34.43 OFF: 18.00' R STA: 34+24.43 OFF: 18.00' R STA: 20+55.45 OFF: 16.75' R STA: 20+71.04 OFF: 18.00' R STA: 5+18.11 OFF: 20.25' R STA: 42+90.32 OFF: 18.00' R STA: 42+70.32 OFF: 18.00' R STA: 42+64.32 OFF: 18.00' R STA: 42+44.32 OFF: 18.00' R STA: 52+07.91 OFF: 18.00' R STA: 52+33.91 OFF: 18.00' R STA: 51+87.92 OFF: 18.00' R STA: 52+13.91 OFF: 18.00' R STA: 10+17.66 OFF: 20.25' L STA: 9+08.81 OFF: 20.25' R STA: 5+86.44 OFF: 20.25' L STA: 27+70.93 OFF: 18.00' R STA: 27+50.84 OFF: 17.75' R STA: 27+39.35 OFF: 18.00' R STA: 27+44.43 OFF: 18.00' R X X X X X X X X X X X X X X X STA: 3+18.88 OFF: 20.25' L STA: 3+19.58 OFF: 20.00' R STA: 2+68.73 OFF: 20.00' R 2+ 3+ STA: 1+88.41 OFF: 29.57' R STA: 2+02.24 OFF: 26.53' L So u t h W e s t S t r e e t s 63 FILE NAME: 1493-0007-UT01-SIGN.DWG N 00 50 100 (IN FEET) 25 GRAPHIC SCALE 1 IN = 50 FT WRIGHT BROTHERS DRIVE JE S P E R S E N R O A D EA R H A R T W A Y DOOLITTLE DRIVE HUGHES LANE CO L M A N W A Y STRIPE AND MARKING REFERENCE NOTES: DESCRIPTION 8 TRAFFIC STRIPING AND MARKINGS 850 MARKINGS - STRIPES 851 INSTALL 12" WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G (TYP) 852 INSTALL 18" WHITE LIMIT LINE (YIELD) SEE DET , SHT . (TYP) 853 INSTALL YELLOW LEFT EDGELINE (DETAIL 24) PER CALTRANS STD. PLAN A20B. 854 INSTALL WHITE RIGHT EDGELINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B. 855 INSTALL WHITE BIKE LANE, SEE DET , SHT . 856 INSTALL WHITE INTERSECTION BIKE LANE, SEE DET , SHT . 857 INSTALL YELLOW CENTER LINE (DETAIL 22) PER CALTRANS STD. PLAN A20A. 858 INSTALL 8" WHITE CHANNELIZING LINE (DETAIL 38A) PER CALTRANS STD. PLAN A20D. DASH LENGTH 4', GAP 2'. 859 INSTALL YELLOW TWO-WAY LEFT TURN LINE (DETAIL 32) PER CALTRANS STD. PLAN A20B. 860 MARKINGS - ARROWS 861 INSTALL BIKE LANE ARROW PER CALTRANS STD. PLAN A24A (TYP) 862 INSTALL HUMP DETAIL ARROW PER CITY STD. 7325 (TYP) 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL STOP LETTERING PER CALTRANS STD. PLAN A24D (TYP) 872 INSTALL YIELD LETTERING PER CALTRANS STD. PLAN A24D (TYP) 873 INSTALL HUMP LETTERING PER CITY STD. 7325 (TYP) 874 INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN A24C 875 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKERS AT ALL HYDRANTS PER CITY STD 7920. (TYP.) 876 INSTALL HI-VIS CROSSWALK (10' WIDE) PER CITY STD. 7350 (TYP) 880 CURB PAINT 881 PAINT TOP AND FACE OF CURB RED 851 101 871 301 874 861 855 874 861 855 881 881 881 881 881 881 881 881 881 881 881 881 881 881 881 881 874 861 856 855 SEE SHEET 65 FOR ROUNDABOUT 881 881 881 881 881 881 881 881 105 105 301 301 301 301 301 07/01/2025 105 105 103 856 855 Ident i c a l Point BUCKLEY ROAD 873 862 873 881 873 881 881 881 881 881 ROADSIDE SIGN REFERENCE NOTES: 1 REGULATORY SIGN 100 SIGN IMAGE DESCRIPTION 101 R1-1 (CA) STOP ONE POST 102 R1-2 (CA) YIELD ONE POST 103 R2-1 (CA) 25 mph SPEED LIMIT ONE POST 104 R6-4 (CA) DIRECTION CHEVERON ONE POST 105 R26 (S) NO STOPPING ONE POST (MOUNT ONTO ADJACENT STREET LIGHT, IF APPLICABLE) 106 R81 (CA) BIKE LANE ONE POST 107 R81A (CA) BEGIN ONE POST 2 WARNING SIGN 200 SIGN IMAGE DESCRIPTION 201 W11-2 (CA) PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 202 W11-15 (CA) BIKE/PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 203 W16-7p L (CA) LEFT DIRECTION ONE POST (USE FLOURESCENT YELLOW/GREEN) 3 GUIDE SIGN 300 SIGN IMAGE DESCRIPTION 301 STREET NAME ONE POST PER CITY STD. 7250 857 857 857 881 881 881 881 881 881 881 881 881 881 881 881 881 881 202 203 202 203 652 652 101 101 875 875 857 105 881 881 881 881 201 203 201 203 201 203 201 203 881 881 881 851 871 851 871 871 851 1 65 876 876 876105 873 873 105 105 105 881 881 881 881 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS A 74 881 23 + 24 + 2 5 + 2 6 + 2 7 + 2 8 + 2 9 + 30 + 31 + 32 + 33 + 34 + 35 + 36 + 37 + 38 + 39 + 46+ 5 0 + 51 + 52 + 53 + 54 + 55 + 56 + 57 + 58 + 59 + 60 + 61 + 62 + 30+ 31+ 32+ 96+ VV V V VXVXVXVXVXVXVX XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X STA: 31+95.91 OFF: 33.95' R STA: 31+44.02 OFF: 18.00' L STA: 52+15.09 OFF: 28.16' L STA: 52+65.38 OFF: 18.00' R STA: 53+12.01 OFF: 18.00' R STA: 50+73.10 OFF: 18.00' L STA: 50+71.72 OFF: 18.00' R STA: 46+01.22 OFF: 16.47' R STA: 45+85.67 OFF: 18.00' L 12+ 13+ 14+ 15+ 16+ 17+ 18+ 19+ 20+ 21+ 22+ STA: 20+44.43 OFF: 20.00' R STA: 14+96.92 OFF: 20.25' L STA: 30+61.25 OFF: 17.47' L STA: 30+61.00 OFF: 18.52' R STA: 52+90.98 OFF: 18.00' LSTA: 51+69.49 OFF: 18.00' L STA: 57+86.32 OFF: 18.00' L STA: 58+05.66 OFF: 18.00' L STA: 14+97.67 OFF: 20.00' R STA: 20+43.68 OFF: 20.25' L 00 50 100 (IN FEET) 25 GRAPHIC SCALE 1 IN = 50 FT No r t h W e s t S t r e e t s 64 FILE NAME: 1493-0007-UT01-SIGN.DWG N VE N T U R E D R I V E J E S P E R S E N R O A D WRIGHT BROTHERS DRIVE YE A G E R C O U R T SEE SHEET 66 FOR ROUNDABOUT SEE SHEET 65 FOR ROUNDABOUT 881 881 301 881 881881 881 881 881 ROADSIDE SIGN REFERENCE NOTES: 1 REGULATORY SIGN 100 SIGN IMAGE DESCRIPTION 101 R1-1 (CA) STOP ONE POST 102 R1-2 (CA) YIELD ONE POST 103 R2-1 (CA) 25 mph SPEED LIMIT ONE POST 104 R6-4 (CA) DIRECTION CHEVERON ONE POST 105 R26 (S) NO STOPPING ONE POST (MOUNT ONTO ADJACENT STREET LIGHT, IF APPLICABLE) 106 R81 (CA) BIKE LANE ONE POST 107 R81A (CA) BEGIN ONE POST 2 WARNING SIGN 200 SIGN IMAGE DESCRIPTION 201 W11-2 (CA) PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 202 W11-15 (CA) BIKE/PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 203 W16-7p L (CA) LEFT DIRECTION ONE POST (USE FLOURESCENT YELLOW/GREEN) 3 GUIDE SIGN 300 SIGN IMAGE DESCRIPTION 301 STREET NAME ONE POST PER CITY STD. 7250 07/01/2025 101 875 875 857 881 105 881 881 881 881 881 105 851 871 105 105 873 873 STRIPE AND MARKING REFERENCE NOTES: DESCRIPTION 8 TRAFFIC STRIPING AND MARKINGS 850 MARKINGS - STRIPES 851 INSTALL 12" WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G (TYP) 852 INSTALL 18" WHITE LIMIT LINE (YIELD) SEE DET , SHT . (TYP) 853 INSTALL YELLOW LEFT EDGELINE (DETAIL 24) PER CALTRANS STD. PLAN A20B. 854 INSTALL WHITE RIGHT EDGELINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B. 855 INSTALL WHITE BIKE LANE, SEE DET , SHT . 856 INSTALL WHITE INTERSECTION BIKE LANE, SEE DET , SHT . 857 INSTALL YELLOW CENTER LINE (DETAIL 22) PER CALTRANS STD. PLAN A20A. 858 INSTALL 8" WHITE CHANNELIZING LINE (DETAIL 38A) PER CALTRANS STD. PLAN A20D. DASH LENGTH 4', GAP 2'. 859 INSTALL YELLOW TWO-WAY LEFT TURN LINE (DETAIL 32) PER CALTRANS STD. PLAN A20B. 860 MARKINGS - ARROWS 861 INSTALL BIKE LANE ARROW PER CALTRANS STD. PLAN A24A (TYP) 862 INSTALL HUMP DETAIL ARROW PER CITY STD. 7325 (TYP) 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL STOP LETTERING PER CALTRANS STD. PLAN A24D (TYP) 872 INSTALL YIELD LETTERING PER CALTRANS STD. PLAN A24D (TYP) 873 INSTALL HUMP LETTERING PER CITY STD. 7325 (TYP) 874 INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN A24C 875 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKERS AT ALL HYDRANTS PER CITY STD 7920. (TYP.) 876 INSTALL HI-VIS CROSSWALK (10' WIDE) PER CITY STD. 7350 (TYP) 880 CURB PAINT 881 PAINT TOP AND FACE OF CURB RED 652 652 1 65 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS A 74 53 + 54 + 55 + 56 + 57 + 58 + STA: 10+19.89 OFF: 10.00' L STA: 10+17.66 OFF: 20.25' L STA: 10+48.53 OFF: 21.65' L STA: 10+77.47 OFF: 23.30' L STA: 14+10.55 OFF: 13.33' R STA: 14+71.86 OFF: 10.00' L STA: 10+19.89 OFF: 10.00' R STA: 12+51.04 OFF: 20.01' R STA: 13+21.19 OFF: 26.80' R STA: 14+11.27 OFF: 23.30' R STA: 14+40.20 OFF: 21.65' R STA: 14+96.92 OFF: 20.25' L STA: 14+97.67 OFF: 20.00' R STA: 13+35.93 OFF: 19.49' L STA: 13+11.41 OFF: 26.47' L STA: 55+05.78 OFF: 26.80' L STA: 55+70.91 OFF: 17.55' L STA: 54+27.73 OFF: 0.95' L STA: 54+16.43 OFF: 13.33' L STA: 54+15.71 OFF: 23.30' L STA: 53+66.28 OFF: 20.38' L STA: 53+75.68 OFF: 12.00' R STA: 54+91.04 OFF: 19.49' R STA: 55+15.57 OFF: 26.47' R STA: 55+63.55 OFF: 9.04' R STA: 55+14.25 OFF: 13.89' R STA: 13+12.26 OFF: 13.42' L STA: 12+25.57 OFF: 9.58' R STA: 11+75.34 OFF: 12.86' R STA: 11+52.80 OFF: 19.49' R STA: 11+77.33 OFF: 26.47' R STA: 10+78.19 OFF: 13.33' L STA: 11+67.54 OFF: 26.80' L STA: 53+58.42 OFF: 0.00' L STA: 10+20.17 OFF: 0.00' STA: 14+68.56 OFF: 0.00' 10+ 11+ 12+ 13+ 14+ 15+ STA: 56+59.43 OFF: 26.80' R STA: 57+37.49 OFF: 0.95' R STA: 57+78.44 OFF: 21.65' R STA: 57+49.50 OFF: 23.31' R STA: 56+49.65 OFF: 26.47' L STA: 56+74.18 OFF: 19.49' L STA: 56+51.87 OFF: 13.46' L STA: 56+74.31 OFF: 28.07' L STA: 56+73.19 OFF: 32.47' R STA: 56+39.81 OFF: 18.36' L STA: 56+39.38 OFF: 21.03' R STA: 57+60.37 OFF: 18.17' L STA: 14+18.28 OFF: 18.52' L STA: 54+40.59 OFF: 19.36' R STA: 10+66.80 OFF: 18.18' R 20' 2' 2' 20' DIRECTION OF TRAVEL LANE 8'4'8'4' DIRECTION OF TRAVEL LANE 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE Je s p e r s e n R d - W r i g h t B r o t h e r s W a y R o u n s a b o u t 65 FILE NAME: 1493-0007-UT01-SIGN.DWG N JE S P E R S E N R O A D 10' 104 104 874 861 855106 103 107 855 861 874 103 855 855 107 108 105 201 203 301 872 201 203 855 106 106 103 107 108 855 201 203 104 201 203 102 108 855 201 203 104 201 203 872 872 301857 857 857 858 STANDARD BIKE LANE INTERSECTION BIKE LANE 4 5 ° ' 6" WHITE STRIPE PER CALTRANS BIKE LANE - INTERSECTION LINE DETAIL 39A 4" WHITE PAINT STRIPE 6" WHITE STRIPE 4" WHITE PAINT STRIPE Scale: 1"= 5' BIKE LANE BUFFER DETAILS2 07/01/2025 874 861 861 874 102 301 102 103 107 108 105 201 203 201 203 301102 861 874 872 PEDESTRIANS & BIKES PROHIBITED 109 109 204 204 204 204 WRIGHT BROTHERS DRIVE 857 853 853 853 857 857 853 853 857 881 855 855 852 EDGE LINE EXTENSION1 854 854 106 106 106 INTERIOR HATCH STRIPES PER DETAIL 32 STRIPE AND MARKING REFERENCE NOTES: DESCRIPTION 8 TRAFFIC STRIPING AND MARKINGS 850 MARKINGS - STRIPES 851 INSTALL 12" WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G (TYP) 852 INSTALL 18" WHITE LIMIT LINE (YIELD) SEE DET , SHT . (TYP) 853 INSTALL YELLOW LEFT EDGELINE (DETAIL 24) PER CALTRANS STD. PLAN A20B. 854 INSTALL WHITE RIGHT EDGELINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B. 855 INSTALL WHITE BIKE LANE, SEE DET , SHT . 856 INSTALL WHITE INTERSECTION BIKE LANE, SEE DET , SHT . 857 INSTALL YELLOW CENTER LINE (DETAIL 22) PER CALTRANS STD. PLAN A20A. 858 INSTALL 8" WHITE CHANNELIZING LINE (DETAIL 38A) PER CALTRANS STD. PLAN A20D. DASH LENGTH 4', GAP 2'. 859 INSTALL YELLOW TWO-WAY LEFT TURN LINE (DETAIL 32) PER CALTRANS STD. PLAN A20B. 860 MARKINGS - ARROWS 861 INSTALL BIKE LANE ARROW PER CALTRANS STD. PLAN A24A (TYP) 862 INSTALL HUMP DETAIL ARROW PER CITY STD. 7325 (TYP) 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL STOP LETTERING PER CALTRANS STD. PLAN A24D (TYP) 872 INSTALL YIELD LETTERING PER CALTRANS STD. PLAN A24D (TYP) 873 INSTALL HUMP LETTERING PER CITY STD. 7325 (TYP) 874 INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN A24C 875 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKERS AT ALL HYDRANTS PER CITY STD 7920. (TYP.) 876 INSTALL HI-VIS CROSSWALK (10' WIDE) PER CITY STD. 7350 (TYP) 880 CURB PAINT 881 PAINT TOP AND FACE OF CURB RED 652 652 1 65 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA ROADSIDE SIGN REFERENCE NOTES: 1 REGULATORY SIGN 100 SIGN IMAGE DESCRIPTION 101 R1-1 (CA) STOP ONE POST 102 R1-2 (CA) YIELD ONE POST 103 R2-1 (CA) 25 mph SPEED LIMIT ONE POST 104 R6-4 (CA) DIRECTION CHEVERON ONE POST 105 R4-7 KEEP RIGHT, ONE POST 106 R26 (S) NO STOPPING ONE POST (MOUNT ONTO ADJACENT STREET LIGHT, IF APPLICABLE) 107 R81 (CA) BIKE LANE ONE POST 108 R81A (CA) BEGIN ONE POST 109 RESTRICTION SIGN ON BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP), AS SHOWN. 110 (2) R6-1R (CA) ONE WAY (BOTH SIDES OF POST) END ONE POST 2 WARNING SIGN 200 SIGN IMAGE DESCRIPTION 201 W11-2 (CA) PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 202 W11-15 (CA) BIKE/PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 203 W16-7p L (CA) LEFT DIRECTION ONE POST (USE FLOURESCENT YELLOW/GREEN) 204 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP), AS SHOWN. 3 GUIDE SIGN 300 SIGN IMAGE DESCRIPTION 301 STREET NAME ONE POST PER CITY STD. 7250 GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 861 874 30 + 31 + 32 + 33 + 34 + 35 + 32+ STA: 31+79.01 OFF: 26.80' L STA: 30+70.05 OFF: 0.00' STA: 30+80.93 OFF: 9.99' L STA: 30+88.59 OFF: 20.00' L STA: 31+64.27 OFF: 19.49' R STA: 31+88.80 OFF: 26.47' R STA: 31+87.48 OFF: 13.89' R STA: 31+20.68 OFF: 0.48' L STA: 15+41.55 OFF: 10.00' R STA: 15+42.75 OFF: 10.00' L STA: 15+71.40 OFF: 21.65' L STA: 16+00.33 OFF: 23.30' L STA: 19+22.11 OFF: 0.95' R STA: 19+72.94 OFF: 10.00' L STA: 18+44.06 OFF: 26.80' R STA: 19+33.53 OFF: 15.32' R STA: 19+63.06 OFF: 21.65' R STA: 20+44.43 OFF: 20.25' L STA: 20+44.43 OFF: 20.00' R STA: 18+86.16 OFF: 7.46' L STA: 18+58.80 OFF: 19.49' L STA: 18+34.27 OFF: 26.47' L STA: 17+85.23 OFF: 10.55' L STA: 32+37.61 OFF: 10.60' R STA: 18+35.84 OFF: 13.39' L STA: 17+49.04 OFF: 10.63' R STA: 16+98.98 OFF: 13.58' R STA: 16+73.68 OFF: 19.19' R STA: 16+12.35 OFF: 0.95' L STA: 17+00.19 OFF: 26.47' R STA: 16+01.05 OFF: 13.33' L STA: 16+90.41 OFF: 26.80' L STA: 32+73.85 OFF: 10.51' L STA: 19+34.13 OFF: 23.30' R STA: 14+97.67 OFF: 20.00' R STA: 14+96.92 OFF: 20.25' L STA: 30+41.13 OFF: 10.00' R STA: 15+43.04 OFF: 0.00' STA: 19+91.42 OFF: 0.00' 15+ 16+ 17+ 18+ 19+ 20+ STA: 33+32.67 OFF: 26.75' R STA: 33+52.99 OFF: 32.33' R STA: 33+12.72 OFF: 20.92' R STA: 34+51.79 OFF: 21.58' R STA: 34+22.86 OFF: 23.23' R STA: 33+52.13 OFF: 28.41' L STA: 33+23.00 OFF: 26.55' L STA: 33+13.17 OFF: 18.43' L STA: 33+24.34 OFF: 13.66' L STA: 33+49.63 OFF: 19.25' L STA: 34+10.71 OFF: 0.95' R STA: 18+23.64 OFF: 20.69' R STA: 18+62.04 OFF: 32.27' R STA: 18+63.03 OFF: 27.20' L STA: 18+24.93 OFF: 18.63' L STA: 34+32.27 OFF: 18.29' L STA: 19+44.04 OFF: 18.25' L STA: 30+84.69 OFF: 18.49' R STA: 15+91.73 OFF: 18.37' R Je s p e r s e n R d - V e n t u r e D r R o u n d a b o u t 66 FILE NAME: 1493-0007-UT01-SIGN.DWG VENTURE DRIVE J E S P E R S E N R O A D 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE N 10' 104 104 855 106 103 107 855 855 855 107 108 201 203 301 201 203 862 855 106 103 107 108 855 201 203 104 202 203 102 872 105 106 108 855 201 203 104 201 203 872 301 106 105 861 874 872 106 853 857 857 858 07/01/2025 874 861 874 861 301 102 102 PEDESTRIANS & BIKES PROHIBITED 202 203 109 204 874 861 107 108 103 109 204 872 301102 202 203 204 204 881 881 855 855 105 853 852 857 857 854 854 204 204 204 204 106 106 105 106 STRIPE AND MARKING REFERENCE NOTES: DESCRIPTION 8 TRAFFIC STRIPING AND MARKINGS 850 MARKINGS - STRIPES 851 INSTALL 12" WHITE LIMIT LINE (STOP) PER CALTRANS STD PLAN A24G (TYP) 852 INSTALL 18" WHITE LIMIT LINE (YIELD) SEE DET , SHT . (TYP) 853 INSTALL YELLOW LEFT EDGELINE (DETAIL 24) PER CALTRANS STD. PLAN A20B. 854 INSTALL WHITE RIGHT EDGELINE (DETAIL 27B) PER CALTRANS STD. PLAN A20B. 855 INSTALL WHITE BIKE LANE, SEE DET , SHT . 856 INSTALL WHITE INTERSECTION BIKE LANE, SEE DET , SHT . 857 INSTALL YELLOW CENTER LINE (DETAIL 22) PER CALTRANS STD. PLAN A20A. 858 INSTALL 8" WHITE CHANNELIZING LINE (DETAIL 38A) PER CALTRANS STD. PLAN A20D. DASH LENGTH 4', GAP 2'. 859 INSTALL YELLOW TWO-WAY LEFT TURN LINE (DETAIL 32) PER CALTRANS STD. PLAN A20B. 860 MARKINGS - ARROWS 861 INSTALL BIKE LANE ARROW PER CALTRANS STD. PLAN A24A (TYP) 862 INSTALL HUMP DETAIL ARROW PER CITY STD. 7325 (TYP) 870 MARKINGS - LETTERS AND SYMBOLS 871 INSTALL STOP LETTERING PER CALTRANS STD. PLAN A24D (TYP) 872 INSTALL YIELD LETTERING PER CALTRANS STD. PLAN A24D (TYP) 873 INSTALL HUMP LETTERING PER CITY STD. 7325 (TYP) 874 INSTALL BIKE LANE SYMBOL WITH PERSON PER CALTRANS STD. PLAN A24C 875 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKERS AT ALL HYDRANTS PER CITY STD 7920. (TYP.) 876 INSTALL HI-VIS CROSSWALK (10' WIDE) PER CITY STD. 7350 (TYP) 880 CURB PAINT 881 PAINT TOP AND FACE OF CURB RED 652 652 1 65 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA ROADSIDE SIGN REFERENCE NOTES: 1 REGULATORY SIGN 100 SIGN IMAGE DESCRIPTION 101 R1-1 (CA) STOP ONE POST 102 R1-2 (CA) YIELD ONE POST 103 R2-1 (CA) 25 mph SPEED LIMIT ONE POST 104 R6-4 (CA) DIRECTION CHEVERON ONE POST 105 R4-7 KEEP RIGHT, ONE POST 106 R26 (S) NO STOPPING ONE POST (MOUNT ONTO ADJACENT STREET LIGHT, IF APPLICABLE) 107 R81 (CA) BIKE LANE ONE POST 108 R81A (CA) BEGIN ONE POST 109 RESTRICTION SIGN ON BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP), AS SHOWN. 110 (2) R6-1R (CA) ONE WAY (BOTH SIDES OF POST) END ONE POST 2 WARNING SIGN 200 SIGN IMAGE DESCRIPTION 201 W11-2 (CA) PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 202 W11-15 (CA) BIKE/PED CROSSING ONE POST (USE FLOURESCENT YELLOW/GREEN) 203 W16-7p L (CA) LEFT DIRECTION ONE POST (USE FLOURESCENT YELLOW/GREEN) 204 BARRICADE SIDEWALK CLOSURE SLO ENG. STD. 7340. (TYP), AS SHOWN. 3 GUIDE SIGN 300 SIGN IMAGE DESCRIPTION 301 STREET NAME ONE POST PER CITY STD. 7250 GENERAL SIGN/STRIPING NOTES: 1 ALL STRIPING LAYOUTS AND SIGN POST LOCATIONS MUST BE APPROVED BY CITY PRIOR TO INSTALLATION. (TYP) 2 ALL SIGNS SHALL BE INSTALLED PER CITY ENG STD 7210/7215. (TYP) 3 ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CITY STANDARD SPECIFICATIONS, EXCEPT MARKINGS ON PCC BIKE PATH, WHICH SHALL BE TRAFFIC-RATED PAINT. (TYP) 4 SEE TYPICAL STREET SECTIONS ON SURFACE IMPROVEMENT SHEETS FOR LANE WIDTH DIMENSIONS. (TYP) ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS 856 De t a i l s 67 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 3" C I D R A I N P I P E * * 3" C I D R A I N P I P E * * ** NOTE: ADD 3" CI DRAIN PIPE AT ALL SINGLE FAMILY DRIVEWAYS. SEE DETAIL B, SHEET 74. ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA De t a i l s 68 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA De t a i l s 69 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA De t a i l s 70 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA De t a i l s 71 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 SEE PLAN SHEETS AND APPROVED DESIGN EXCEPTION ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA De t a i l s 72 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 SEE PLAN SHEETS AND APPROVED DESIGN EXCEPTION ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA NOTE: HORIZONTAL BEARING STRENGTH FOR THRUST BLOCK DESIGN IS "SOFT CLAY - BEARING 500psf" IN ACCORDANCE WITH RFI #1 - HORIZONTAL BEARING STRENGTH PREPARED BY GEO SOLUTIONS, DATED FEBRUARY 24, 2023. 40+05 40+20 40+40 PIPE 2. 0 0 ' 1.00'1.00' 140' MIN. (12" PIPE) 100' MIN. (8" PIPE) LENGTH PIPE RESTRAINT JOINTS 140' MIN. (12" PIPE) 100' MIN. (8" PIPE) LENGTH PIPE RESTRAINT JOINTS FS= 0 . 6 6 TC= 0 . 6 1 FL= 0 . 4 9 TC= 0 . 5 0 FL= 0 . 0 0 FS= 0 . 7 4 Varies FL= 0 . 4 4 T C = 0 . 5 9 TC= 0 . 5 5 FL= 0 . 0 5 FS= 0 . 5 7 FS= 0 . 5 1 FS= 0 . 6 4 FS= 0 . 5 6 Varies Varies 1. 5 % 1. 5 % 1. 5 % 7. 0 % 4.9%6.4% 1. 5 % FS= 0 . 7 2 TC= 0 . 7 1 FL= 0 . 5 6 TC= 0 . 5 0 FL= 0 . 0 0 FS= 0 . 8 0 Varies FL= 0 . 4 4 T C = 0 . 5 9 TC= 0 . 6 2 FL= 0 . 1 2 FS= 0 . 6 3 FS= 0 . 5 1 FS= 0 . 6 4 FS= 0 . 5 6 Varies Varies 1. 5 % 1. 5 % 1. 5 % 7. 0 % 5.9%7.9% 1. 5 % FS = 0 . 6 8 TC= 0 . 6 6 FL = 0 . 5 6 TC = 0 . 5 6 FL = 0 . 0 6 TC = 0 . 5 0 FL = 0 . 0 0 FS = 0 . 7 5 FS = 0 . 6 4 FS = 0 . 5 8 7. 0 % 3.3%5.3% 1. 5 % 1. 5 % Varies Varies FL= 0 . 5 1 FS = 0 . 5 8 FS = 0 . 6 5 1. 5 % 1. 5 % F S = 0 . 6 0 Varies De t a i l s 73 FILE NAME: 1493-0007-DETL.DWG Scale: None MOUNTABLE CURB AND TRUCK APRONB 0.42' 1.75'10.00' 0. 3 3 ' 0. 8 3 ' 0. 6 7 ' (2) - #4 REBAR, CONT. 8" MINIMUM CONCRETE SURFACE (4,000 PSI Min.) OVER 12" COMPACTED AGG. BASE. USE #4 BEBARS AT 16" O.C. (BOTH WAYS). JOINT SPACING AT 10' TO 12' O.C. (BOTH WAYS). %1.50 0. 5 0 ' Scale: 1"= 5' WATERLINE LOWERING DETAILC 07/01/2025 SEE PLAN SHEETS AND APPROVED DESIGN EXCEPTION ALL JOINTS RESTRAINT RESTRAINT JOINT "MEGALUG" OR APPROVED EQUAL (TYP.) 45° ELBOW FE x FE NOTE: ADAPTOR & GASKET TO MATCH PIPE. (TYP.) O.D. DIP WL PVC WLPVC WL FINISHED GRADE RESTRAINT JOINT "MEGALUG" OR APPROVED EQUAL (TYP.) DIP W L D I P W L DROP SECTION TO BE D.I. PIPE (FLANGE SPOOL), 1 SOLID STICK WITH NO BELL SPIGOTS (TYP.). 12" THICK, ONE SACK SAND-CEMENT SLURRY (3.5 WIDE) TYP. Scale: 1"= 5' TYPICAL TEE INTERSECTION RAMP DETAILD Scale: 1"= 5' TYPICAL PEDESTRIAN CROSSING RAMP DETAILE Scale: 1"= 5' JESPERSEN TEE INTERSECTION RAMP DETAILF 2.50'6.00'2.50' 5. 0 0 ' 6. 0 0 ' 2.00'12.00'2.00' 5. 0 0 ' 6. 0 0 ' 2.00'6.00'2.00' 5. 0 0 ' 7. 0 0 ' ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS FLAT TOP Scale: 1"= 2' RECYCLED WATER AIR&VACUUM VALVE DETAILA SECTION VIEW PLAN VIEW RW 48" DIA. PRE-CAST ECCENTRIC CONE MANHOLE. USE TRAFFIC RATED FRAME AND COVER, MARKED "RW" (TYP.) RESTRAINT JOINT "MEGALUG" OR APPROVED EQUAL (TYP.) "Kor-n-Seal" PER CITY STD. MANHOLE DETAIL (TYP.) 12" DIP RW MAIN 12" DIP RW MAIN 0. 5 0 ' Mi n . 1.00' Min. 1.00' Min. 0. 2 5 ' Mi n . 1. 0 0 ' Mi n . COMPACTED CRUSHED ROCK (TYP.) 2.00' INSTALL 2" VENTOMAT RBX SURGE CONTROL VALVE PER MANUFACTURER SPECIFICATION (TYP.) PROVIDE (4) 8" DRAIN HOLES W/ ROCK (TYP.) 12x12x6 DI TEE 2" PIPE THREAD NIPPLE 2" GATE VALVE 2" PIPE THREAD NIPPLE (2)2" C.I. ELBOWS 6" BLIND FLANGE WITH 2" THREADED HOLE COPPER CO P P E R RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA SEE PLAN SHEETS AND APPROVED DESIGN EXCEPTION 12 " M I N 3. 0 0 ' (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) (1.5% Max.) 3. 0 0 ' 3. 0 0 ' 33.61' 4. 4 2 ' 1. 0 0 ' 7.80'4.50'4.50'7.80'4.50'4.50' 3. 0 0 ' 1. 4 2 ' De t a i l s 74 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/14/2025 1493-0007-05 RAH RMS SHEETS FILE NAME: 1493-0007-DETL.DWG 07/14/2025 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA ROADSIDE SIGN REFERENCE NOTES: 2 WARNING SIGN 200 SIGN IMAGE DESCRIPTION 201 INSTALL WHITE CHEVRON MARKINGS PER CITY STD. 7325, TYP 202 W17-1 (CA) SPEED HUMP ONE POST PER CITY STD. 7325 AS DIRECTED BY CITY ENGINEER 203 INSTALL FLEX POSTS, 4 TOTAL (PEXCO CITY POST, EAC MOUNT, 36" WHITE W/ GREY REFLECTIVE STRIPS) 202 24 . 0 0 ' 24 . 0 0 ' 202 203203 203203 SPEED HUMP DETAIL SCALE: 1"= 8'A 201 ** NOTE: ADD 3" CI DRAIN PIPE AT ALL SINGLE FAMILY DRIVEWAYS. 3" C I D R A I N P I P E * * 3" C I D R A I N P I P E * * ROADSIDE BIO-SWALE RETENTION LANDSCAPED PARKWAY PCC SIDEWALK HMA ROADWAY PROVIDE CRACK-CONTROL SCORING OVER PIPE PROVIDE CRACK-CONTROL SCORING OVER PIPE TYPICAL WHERE DRIVEWAY WING IS ADJACENT TO BIO-SWALE TYPICAL WHERE DRIVEWAY WING IS ADJACENT TO PARKWAY CITY STANDARD DRIVEWAY PER 2115 TYPICAL DRAIN PIPES AT SINGLE FAMILY LOT DRIVEWAYS SCALE: 1"= 5'B STRAIGHT HEADWALL PIPE LAYOUT DETAIL SCALE: 1"= 5'C STRAIGHT HEADWALL PER CALTRANS DEATIL D89A (SEE BELOW) FL 116.20 TOP FOOTING 115.53 BOTTOM FOOTING 114.53 TOP WALL 119.95 FL 118.08 - 100 Year Water Surface Elevation Re v . 1 1 Approved 01/26/2026 Engineering Development Review Revised 01/26/2026 10:45:48 AM St r i p e a n d M a r k i n g D e t a i l s 75 FILE NAME: 1493-0007-DETL.DWG 07/01/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Wallace Group is not responsible for use of any detail by others for any other use than the intended shown for these plans and project. ® FMAP-0382-2022 Av i l a R a n c h - T r a c t 3 0 8 9 Pu b l i c I m p r o v e m e n t P l a n s - Ph a s e 5 186 07/01/2025 1493-0007-05 RAH RMS SHEETS RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA N SCALE IN FEET 3000150010000500 ENGINEER OF RECORD: DATE APPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NOR COMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TO BUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIES THAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONS AND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARE SPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THE ENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED IN THE ENGINEERING STANDARDS. NOTICE PUBLIC IMPROVEMENT PLANS FOR:REVISIONS DESCRIPTION CITY FILE NO.SHEET OF DRAWN BY:CHECKED BY:JOB NO. DATE APPROVAL ENGR CITY COMMUNITY DEVELOPMENT DIRECTOR CITY UTILITIES ENGINEER RECOMMENDED FOR APPROVAL BY OTHER ELECTRIC CO. GAS CO. TELEPHONE CO. TELEVISION CO. OTHER UTILITY DATE DATE DATE DATE DATE 1 17 DATE DATE DATE DATE DATE SAN LUIS OBISPO PUBLIC WORKS BY: 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. Reference Documents: City Standard Specifications: August 2020 Edition City Engineering Standards: August 2020 Edition OTHER DATE HORIZONTAL CONTROL FOR POINTS 8091 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA. VERTICAL CONTROL BENCHMARK NO. 98 WITH AN ELEVATION OF 200.17' AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). index to plans general notes datum TRACT 3089 Erosion & Sediment Control Plans - Phase 5 175 VENTURE DRIVE, SAN LUIS OBISPO, CA PROJECT SITE T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® THE SCOPE OF WORK FOR THIS PLAN SET INCLUDES: ·EROSION AND SEDIMENT CONTROL FOR THE PUBLIC IMPROVEMENTS OF ROADS TO FINISH GRADE, BUILDING PADS FOR FUTURE SINGLE FAMILY RESIDENTIAL HOMES, COMMERCIAL LOTS, MULTIFAMILY HOUSING, PARKS AND OPEN SPACE, MULTI-USE TRAILS/BIKE PATH, CREEK BYPASS CHANNEL ·EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION OF DRAINAGE FEATURES SUCH AS PERIMETER SWALES, OVERFLOW SWALES, INTERCEPTOR SWALES, AND STORM DRAIN PIPE NETWORKS scope of work associated plan & permit list Sheet List Table Sheet Number Sheet Title EC1 City Cover Sheet EC2 Legend Sheet EC3 Sheet Index EC4 Pad Details EC5 Erosion Control Plan Layout EC6 Erosion Control Plan Layout EC7 Erosion Control Plan Layout EC8 Erosion Control Plan Layout EC9 Erosion Control Plan Layout EC10 Erosion Control Plan Layout EC11 Erosion Control Plan Layout EC12 Erosion Control Plan Layout EC13 Erosion Control Plan Layout EC14 Details EC15 Details EC16 Details EC17 Details ·AVILA RANCH VESTING TENTATIVE TRACT MAP - TRACT 3089 ·AVILA RANCH PHASE 1 IMPROVEMENT PLANS - TRACT 3089 ·AVILA RANCH PHASE 1 FINAL MAP - TRACT 3089 ·AVILA RANCH - TRACT 3089 PHASES 2 & 3 LANDSCAPE IMPROVEMENTS PLANS DATED 7/31/2023 ·AVILA RANCH - TRACT 3089 PHASES 2 & 3 LANDSCAPE ELECTRICAL PLANS DATED 7/31/2023 ·AVILA RANCH - TRACT 3089 - PH. 3B - PUBLIC STREET LIGHTING PLANS DATED 7/31/2023 ·MASS GRADING PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 - DATED 05/09/2023 ·PUBLIC IMPROVEMENTS PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2 AND 3 ·EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 MASS GRADING- DATED 05/09/2023 ·PUBLIC IMPROVEMENTS PLANS FOR TRACT 3089 - AVILA RANCH PHASE 4 ·PUBLIC IMPROVEMENTS PLANS FOR TRACT 3089 - AVILA RANCH PHASE 5 ·STORMWATER CONTROL PLAN FOR TRACT 3089 - AVILA RANCH PHASES 2-6 - DATED 12/21/2022 ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PHASES 2-6 MASS GRADING - April 2023 ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PHASES 2-6 FINAL IMPROVEMENTS - July 2023 ·STORMWATER POLLUTION PREVENTION PLAN WDID # 3 40C39965 ·PUBLIC STORMWATER CONTROL MEASURES OPERATIONS AND MAINTENANCE MANUAL FOR TRACT 3089 - AVLIA RANCH PHASE 5 (CFD) ·PRIVATE STORMWATER CONTROL MEASURES OPERATIONS AND MAINTENANCE MANUAL FOR TRACT 3089 - AVLIA RANCH PHASE 5 (HOA) ·PHASES 2-6 AVILA RANCH CLOMR FEMA CASE #: 22-09-0955R ·CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE APPLICATION: SLO-29127 ·STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENT PERMIT #34022WQ09 ·AVILA RANCH DEVELOPMENT PLAN FINAL ENVIRONMENTAL IMPACT REPORT ·AVILA RANCH DEVELOPMENT AGREEMENT ·AVILA RANCH CONDITIONS OF APPROVAL ·AVILA RANCH MITIGATION MEASURES 04/15/2025 RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Le g e n d S h e e t EC2 2 FILE NAME: 1493-0007-ECPN-TITL_UNITS 5.DWG COCO %2.00%(2.00) 8 8 l l LEGEND EXISTING PROPOSED DESCRIPTION SPOT ELEVATIONS SEWER MANHOLE SEWER CLEANOUT SERVICE LATERAL (W=WATER, G=GAS, U=UTILITIES) SERVICE METER (W=WATER) DOUBLE SERVICE METER (W=WATER) SEWER LATERAL FIRE HYDRANT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN GATE VALVE STREET LIGHT SURVEY MONUMENT BENCH MARK SLOPE PERCENTAGE ABANDON UTILITY EDGE OF PAVEMENT REDUCER / INCREASER WATER LINE SEWER FORCE MAIN GRAVITY SEWER LINE STORM DRAIN FUTURE STORM DRAIN UNDERGROUND GAS LINE UNDERGROUND UTILITY LINE LOCATION UNDERGROUND ELECTRICAL LINE UNDERGROUND CABLE TELEVISION LINE UNDERGROUND TELEPHONE LINE RIGHT OF WAY EASEMENT CENTERLINE BARBED WIRE FENCE CHAIN LINK FENCE RETAINING WALL FLOWLINE PROPERTY LINE LIMITS OF GRADING/ WORK CUT/FILL PHASE BOUNDARY EXISTING FEMA SFHA (FLOOD ZONE A) APPROXIMA T E SPACING EROSION CONTROL LEGEND FIBER ROLL IN ACCORDANCE WITH CALTRANS BMP SC-5 (SHEET EC15) AND STANDARD DETAIL T56 (SHEET EC14) DRAIN INLET PROTECTION IN ACCORDANCE WITH CALTRANS BMP SC-10 (SHEET EC15) AND STANDARD DETAIL T61, T62, T63 (SHEETS EC14). DRAINAGE SWALE IN ACCORDANCE WITH CALTRANS BMP SS-9 (SHEET EC15). 1.HYDROSEED ALL DISTURBED SURFACES WITH SEED MIXTURE RECOMMENDED ON THIS SHEET (EROSION CONTROL NOTE #1) AND IN ACCORDANCE WITH CALTRANS BMP SS-3 AND SS-4 (SHEET EC15). TEMPORARY IRRIGATION MAY BE NECESSARY TO ESTABLISH VEGETATION. 2.IF VEGETATION IS NOT ESTABLISHED PRIOR TO A PREDICTED RAIN EVENT (MORE THAN 30% CHANCE OF PRECIPITATION FORECAST), THEN USE DRY SEED, STRAW COVER AND JUTE NETTING. GRAVEL BAG CHECK DAM IN ACCORDANCE WITH CALTRANS BMP SC-4 (SHEET EC15) AND STANDARD DETAIL T57 - TYPE 2, (SHEET EC14). PROVIDE STABILIZED CONSTRUCTION ENTRANCE/EXIT - IMPLEMENT CALTRANS BMP TC-1 (SHEET EC16) AND STANDARD DETAIL T58 (SHEET EC14). WATERSHED / DRAINAGE AREA BOUNDARY SLOPE FOR STABLIZATION - PROTECT CUT OR FILL SLOPES AS FOLLOWS: 1.VEGETATE THE SLOPE BY EITHER: a.HYDROSEED AND PROVIDE TEMP. IRRIGATION; OR b.BROADCAST DRY SEED AND COVER WITH WEED FREE STRAW, TRACKED INTO THE SOIL (TRACKED CONSTRUCTION EQUIPMENT). 2.PLACE JUTE NETTING, ANCHORED WITH STAPLES AT INTERVALS RECOMMENDED BY THE MANUFACTURER, ON ALL GRADED SLOPES THAT DO NOT HAVE ESTABLISHED VEGETATION PRIOR TO PREDICTED RAIN EVENT. 3.SLOPES TO BE ROUGHENED BY TRACKED CONSTRUCTION EQUIPMENT IN ACCORDANCE WITH CASQA BMP EC-15 (SHEET EC15). OUTLET PROTECTION/ VELOCITY DISSAPATION DEVICE IN ACCORDANCE WITH CALTRANS BMP SS-10 (SHEET EC15). PRESERVATION OF EXISTING VEGETATION IN ACCORDANCE WITH CALTRANS BMP SS-2 AND STANARD DETAIL T65 (SHEET EC14 & EC15). GRAVEL BAG BERMS IN ACCORDANCE WITH CALTRANS BMP SC-6 (SHEET EC14 & EC15) AND STANDARD DETAIL T62 (SHEET EC14). LIMIT OF EXISTING 100 YEAR FLOOD PLAIN LIMIT OF PROPOSED FEMA FLOOD ZONE A (22-09-0955R-090310) GENERAL NOTES FOR LOCATION OF PROJECT CONSTRUCTION STAGING AREA REFER TO THE SEPARATE EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 MASS GRADING- DATED 05/09/2023 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 1.ALL DISTURBED AREAS SHALL BE HYDROSEEDED OR PLANTED WITH AN APPROVED EROSION CONTROL VEGETATION WITHIN 14 DAYS AFTER CONSTRUCTION IS COMPLETE. THE EROSION CONTROL SEED MIX IS AS FOLLOWS: EROSION CONTROL SEED MIX STEP 1:SEED AND SLURRY MIX QUANTITIES. S&S SEEDS BASIC EROSION CONTROL MIX OR APPROVED EQUAL SEED MIX:40.0 LBS/ACRE (PURE LIVE SEED) BROMUS HORDEACEUS TRIFOLIUM HIRTUM VULPIA MYUROS VAR. HIRUSTA HYDROSEED SLURRY ADDITIVES LBS/ACRE CONWED 100% WOOD FIBER 2000 ECOLOGY CONTROLS M-BINDER 150 15-15-15 FERTILIZER 200 STEP 2:APPLY STRAW MULCH AT 4000 LBS/ACRE. STEP 3:TACK STRAW MATERIAL LBS/ACRE FIBER 500 BINDER 100 LEGEND (CONT.) EROSION CONTROL NOTES 04/15/2025 >>>>>> 6' ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Sh e e t I n d e x EC3 3 FILE NAME: 1493-0007-ECPN-INDX_UNITS 5.DWG N 00 (IN FEET) GRAPHIC SCALE 150 30075 1 IN = 150 FT EARTHWOOD LANE TANGO WAY BRAVO STREET VENTURE DRIVE BUCKLEY ROAD VA C H E L L L A N E EA R T H W O O D L A N E Sheet EC6 Sheet EC7 Sheet EC8 Sheet EC9 Sheet EC10 Sheet EC11 Sheet EC12 Sheet EC13 Sheet EC5 PHASE 5 LIMIT OF WORK PHASE 5 LIMIT OF WORK PHASE 5 BOUNDARY PHASE 5 BOUNDARY PHASE 5 BOUNDARY PHASE 5 LIMIT OF WORK RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ENG2 SHEETS Pa d D e t a i l s EC4 4 FILE NAME: 1493-0007-ECPN-TITL_UNITS 5.DWG Driveway 10.00' Building Setback 14.00' Edge of Pad 13.00' Scale: NONE TYPICAL MEDIUM DENSITY RESIDENTIAL LOT EROSION CONTROL (TYP.)A FL TC / T o e T o e HP Top Hi n g e P t T o e HP Top FLTC/ T o e Hi n g e P t CLTC TC CL ℄ S L O P E 2.0%1.5% 0.0% Toe HPTo p Hin g e P t To e / B W Hi n g e P t To e / B W Scale: NONE TYPICAL LOW DENSITY RESIDENTIAL LOT EROSION CONTROL (TYP.)B To e HPTo p 1.5% SLOPE STABILIZATION: PROTECT CUT OR FILL SLOPES PER INSTRUCTIONS AND SPECIFICATIONS ON SHEETS 3 AND 5. Building Setback 4.00' 47 . 0 0 ' 55 . 0 0 ' 47.00' 65.00' 1.00' 4.00' 18.00' Porch Setback 10.00' Garage Setback 20.00'Setback 5.00' Building Setback 15.00' 40 . 0 0 ' 50 . 0 0 ' 85.00' 85.00' 95.00' 1.00' Building Setback 15.00' 6.00'5.00' 4.00' Min. Setback 1.00' 5.00' Min. Setback 5.00' Min. Setback 1.00' 1.00' ⅊ ⅊ & ℄ TYPICAL DRIVEWAY 2: 1 MA X ⅊ ⅊ ℄ S L O P E ℄ S L O P E 2: 1 MA X ⅊ TYPICAL STREET ℄ 2: 1 MA X VARIES ⅊ ⅊⅊TYPICAL STREET ℄ SLOPE STABILIZATION: PROTECT CUT OR FILL SLOPES PER INSTRUCTIONS AND SPECIFICATIONS ON SHEETS 3 AND 5. RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 1 1 5 11 1 111 1 1 1 11 1 11 1 11111 1 1 1 2 1 1 2 1 1 2 1 1 3 1 1 4 1 1 0 11 0 11 1 11 1 111 1 1 1 1 1 1 11 1 1 1 1 1 1 1 11 2 11 3 117 117 118 118119119 1 1 5 11 6 1 1 5 1 1 6 1 1 7 115 120 116 117 118 119 11 5 11 6 11 5 114 116 1 1 7 1 1 8 1 1 9 11 5 11 2 11 2 1 1 3 11 3 11 4 1 1 4 11 4 1 1 5 SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 1 1 9 119119 1 1 5 1 1 3 114 1 1 6 1 1 7 1 1 8 1 2 0 119 1 2 1 1 1 9 11 5 1 1 4 11 6 117 118117 11 7 1 1 7 117 1201 1 8 119 117118 11 8 119 11 9 11 5 11 3 11 4 11 6 11 7 11 8 115 116 117 118 115 115113 11 3 114 114116 116 117118119 11 9 115 111 111 112 112 113 113 114 114116117 11 8 11 8 118118 11 8 11 1 11 2 273 277 278 279 282 281 280 283 284 285 287 286 288 289 307 306 305 304 308 309 310 311 321 320 319 318 322 323 324 325 314 313 312 315 316 317 192 439 328 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC5 5 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG MEMPHIS BELLE WAY JE S P E R S E N R O A D VENTURE DRIVE PROPOSED CONSTRUCTION ENTRANCE (TO BE USED WHEN CONSTRUCTION TRAVEL IS ACTIVE OR PLANNED IN THIS AREA) MATCHLINE SEE SHEET EC7 EXISTING NORTH BOUNDARY BYPASS CULVERTS AND STORM DRAIN (SEE AVILA RANCH PHASES 2-6 MASS GRADING PLAN). EXISTING VENTURE DRIVE CULVERT CROSSING (SEE AVILA RANCH PHASES 2-6 MASS GRADING PLAN). WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE PROPOSED CONSTRUCTION ENTRANCE (TO BE USED WHEN CONSTRUCTION TRAVEL IS ACTIVE OR PLANNED IN THIS AREA) PHASE 5 LIMIT OF WORK PHASE BOUNDARY PHASE 3 (NOT A PART) GENERAL NOTE: PHASES 2-3 ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PHASE 4 (NOT A PART) EXISTING 100 YEAR FLOOD PLAIN PHASE 4 ONSITE (NOT A PART) SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 11 2 1 1 2 1 1 2 11 3 113 113 1 1 3 114 11 4 1 1 0 10 9 10 9 1 1 1 110 109 111 11 2 110 1 0 7 107 108109 111 11 1 11 1 11 0 10 9 1 0 9 11 1 1 1 2 11 2 113 1121 1 3 113 1 1 3 1 1 3 1 1 3 11 0 10 7 108 10 9 1 1 1 10 8 10 8 1 0 9 11 3 11 0 10 8 10 9 11 1 11 2 11 3 1 1 3 SD 113 112 1 1 3 11 3 113 115 115 111112 113 113 114 114 116 116 11 0 11 5 114 110 111112113114 110 111 105 105 11 0 110 111112 113114 11 2 11 3 11 4 10 6 107 108 391 232 231 228 227 226229230233 205 206 209 208 207 212 211 210 215 214 213 218 217 216 221 220 219 222 223 225 224 234 239 238235 240 241 242237236 249 250 251 254 253 252 257 256 255 260 259 258 261 262 263 266 265 264 267 268 269 270 271 272 330 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC6 6 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG EA R T H W O O D L A N E VENTURE DRIVE FOXTROT COURT PI P E R L A N E BRAVO COURT EAR T H W O O D L A N E MA T C H L I N E SE E S H E E T EC 7 MATCHLINE SEE SHEET EC8 PHASE 1 (NOT A PART) SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES BASIN H-2 BOTTOM ELEVATION: 110.00 SPILLWAY ELEVATION: 111.60 WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE PHASE 3 (NOT A PART) PHASE 3 (NOT A PART) PHASE 2 (NOT A PART) PHASE BOUNDARY GENERAL NOTE: PHASES 2-3 ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. EXISTING 100 YEAR FLOOD PLAIN RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 1 2 2 11 5 1 2 0 1 2 0 11 3 11 4 114 1 1 4 11 6 1 1 7 1 1 8 11 9 1 2 1 121 1 2 1 1 2 1 1 2 1 1 2 1 115 120 114 11611 6 116 117 118 119 12 1 115 1 2 0 113 114 116 117 118 1 1 9 113 11 4 SD SD SD SDSDSD SD SD SD SD S D SD SD SD SD SDSDSD SD SDSD SD SD SD SD SD SDSDSD SD SD SD 1 1 6 119 1 1 9 1 1 5 1 1 3 114 1 1 6 1 1 8 11 0 11 5 120 11 6 11 7 11 8 11 9 12 1 1 2 1 12 2 1 2 2 12 0 119 118 119 12 0 11 9 1 1 7 11 8 11 7 11 8 1 1 7 11 8 11 8 117 115115 11 7 11 8 118119 117 118 118 115 1 1 4 110 110 110 11 1 112 11 1 11 2 110 109 111 112 108 10 9 423406401 402 405 424 425404403 430 431 432 433 429 428 427 391 392 272 273 193 329 438 437 436 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC7 7 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG N3060 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE J E S P E R S E N R O A D WRIGHT BROTHERS WAY YE A G E R C O U R T EA R H A R T W A Y VE N T U R E D R I V E MATCHLINE SEE SHEET EC5 MA T C H L I N E SE E S H E E T EC 6 MATCHLINE SEE SHEET EC9 GENERAL NOTE: PHASES 2-3 ONSITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. BASIN H-1 BOTTOM ELEVATION: 112.00 SPILLWAY ELEVATION: 113.60 BASIN H-2 BOTTOM ELEVATION: 110.00 SPILLWAY ELEVATION: 111.60 WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. EXISTING JESPERSEN ROAD CULVERT CROSSING (SEE AVILA RANCH PHASES 2-6 MASS GRADING PLAN). PHASE BOUNDARY PHASE 5 LIMIT OF WORK AL L E Y PHASE 4 (NOT A PART) EXISTING 100 YEAR FLOOD PLAIN EXISTING 100 YEAR FLOOD PLAIN PHASE 4 ONSITE (NOT A PART) SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 115 10 7 108 1 1 1 10 8 11 0 1 0 9 1 0 9 1 1 1 1 1 1 11 0 11 5 12 0 12 5 10 7 108 10 8 10 8 10 9 11 1 11 2 11 3 11 4 11 6 11 7 11 8 11 9 12 1 12 2 12 3 12 4 12 6 127 128 10 3 105 110 106 107 108 109 111 1 1 2 112 1 1 2 112 1 1 2 11 0 10 8 10 8 10 9 10 9 115 120 111 112 113 114 116 117 118 11 9 1 2 1 11 5 120 111 112 11 3 114 116 117 118 119 110 111 112 SDSD SDSDSDSDSDSDSDSD SD SD SD SD SD SD SDSDSD SD SD SD SDSDSD 115 12 0 11 6 11 7 11 8 11 9 117 118 119 120 121116 116 116 117 11 5 11 6 11 7 11 8 11 9 1 1 4 114 110 106107 108 109 110 111112113 110 120 120 120 105 105 105 104 10 5 11 0 11 0 105 105 11 0 111112 113114 115 116 11 7 115 110 110 107 381 382 383 384 385 367 366 365 368 369 370 371 372 364 363 362 373 374 361 360 375 376 359 358 377 378 357 356 379 387 388 389 390 391 386 434 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC8 8 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE DOOLITTLE DRIVE CO L E M A N L A N E HUGHES LANE EA R T H W O O D L A N E MATCHLINE SEE SHEET EC6 MA T C H L I N E SE E S H E E T EC 9 MATCHLINE SEE SHEET EC11 PHASE 1 (NOT A PART) SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES BASIN J BOTTOM ELEVATION: 105.40 SPILLWAY ELEVATION: 107.00 WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. PHASE BOUNDARY EXISTING 100 YEAR FLOOD PLAIN EXISTING 100 YEAR FLOOD PLAIN PHASE 5 LIMIT OF WORK SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 122 1 2 2 120 120 125 125 116 116 116 116 117 117 118 118 119 119 12112 1 121 121 122 122 123 123 124 12 4 1 2 1 115 116 117 118 119 1 1 5 1 2 0 11 2 1 1 3 1 1 4 1 1 6 117 11 8 11 9 12 1 1 2 2 116 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CO CO CO CO CO 120 11912112 1 120 11 9 1 2 1 1 2 2 118 119 1 2 0 1 1 7 1 1 8 1 1 9 1 2 1 120 121 12 0 11 9 12 1 120 119 1 2 0 1 1 8 1 1 9 1 2 1 12 1 120 1 2 1 122 121 120 120 118 11 8 11 9 120 346 347 348 349 350 351 352 353 356 379 380 355 393 394 395 412 413 414 415 416 417 418411396 397 410 419 420409398 399 408 421 400 407 422 423406401 387 388 389 390 391 426 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC9 9 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE HUGHES LANE EA R H A R T W A Y JE S P E R S E N R O A D MATCHLINE SEE SHEET EC7 MATCHLINE SEE SHEET EC12 MA T C H L I N E SE E S H E E T EC 8 WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. AL L E Y PHASE 4 (NOT A PART) EXISTING 100 YEAR FLOOD PLAIN PHASE 5 LIMIT OF WORK PHASE 5 LIMIT OF WORK SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 1 0 2 10 3 10 0 105 99 1 0 1 1 0 2 1 0 3 10 3 10 3 104 100 101 102 1 0 2 103 10 3 104 10 4 100 9 696 9 7 97 9 7 97 98 98 98 99 101 10 2 10 2 100 101 10 5 1 1 0 10 4 10 6 1 0 7 1 0 8 1 0 9 1 1 1 9 8 1 0 0 11 0 10 8 10 9 11 0 1 0 7 10 8 10 9 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC10 10 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG BUCKLEY ROAD MA T C H L I N E SE E S H E E T EC 1 1 PHASE 1 (NOT A PART) SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. SEE BUCKLEY ROAD WIDENING PUBLIC IMPROVEMENT PLANS EXISTING PEDESTRIAN BRIDGE CROSSING (SEE AVILA RANCH PHASES 2-6 MASS GRADING PLAN). N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE PHASE BOUNDARY EXISTING 100 YEAR FLOOD PLAIN EXISTING 100 YEAR FLOOD PLAIN PHASE 5 LIMIT OF WORK RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 105 1 1 0 1 0 9 1 1 1 110 115 12 0 106 106106 106 106 107 108 109 111 112 113 114 116 117 118 119 115 120 111 112 112 112112 1 1 2 1 1 3 11 3 11 3 1 1 4 116 117 118 119 120 125 125 121 121 122 122 123 123 124 124 126 126 127 12 7 128 128 122 113 115 111 112 113 114 116 117 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 115 12 0 11 6 11 7 11 8 11 9 117 118 119 120 121116 116 117 116 117 110 11 0 107 108 109 10 9 111 11 1 1 1 2 112 1 1 0 110 11 0 1 0 8 108 109 10 9 1 0 9 111 111 11 1 1 1 2 112 112 113 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 435 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC11 11 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG BUCKLEY ROAD MA T C H L I N E SE E S H E E T EC 1 2 MATCHLINE SEE SHEET EC8 MA T C H L I N E SE E S H E E T EC 1 0 SEE BUCKLEY ROAD WIDENING PUBLIC IMPROVEMENT PLANS N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES PHASE BOUNDARY SEE PHASES 2-6 MASS GRADING PLAN FOR BIKE PATH AND PERIMETER SWALE EROSION CONTROL AGRICULTURAL LAND (NOT A PART) EXISTING 100 YEAR FLOOD PLAIN PHASE 5 LIMIT OF WORK SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 120 116 117 118119 121 12 1 121 122 123 124 1 2 0 1 2 1 115 115 12 0 120120120 116 116 11 7 1 1 7 117 11 7 118 118 119 11 9 1 2 1 12 2 1 2 2 1 2 2 122122 12212 2 120 125 125 130 130 135 135 121122 122 123 123 124 124 126 126 127 127 128 128 129 129 131 131 132 132 133 133 134 134 115 120 113 1 1 4 116 117 118 119 121 SD SD SD SD SD SD SDSD SD SD SD SD SD SD S D SD 120 11912112 1 117 118 122 121 120 120 118 11 8 11 9 1 1 6 11 7 12 0 120 11 8 11 9 11511 5 11 4 346 347 348 349 350 351 352 353 354 1 1 5 1 2 0 116 117 1 1 8 119 121 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC12 12 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG BUCKLEY ROAD JE S P E R S E N R O A D HUGHES LANE PROPOSED CONSTRUCTION ENTRANCE (TO BE USED WHEN CONSTRUCTION TRAVEL IS ACTIVE OR PLANNED IN THIS AREA) MA T C H L I N E SE E S H E E T EC 1 3 MATCHLINE SEE SHEET EC9 MA T C H L I N E SE E S H E E T EC 1 1 WETLAND AREA AS IDENTIFIED IN THE AVILA RANCH EIR. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE ENVIRONMENTALLY SENSITIVE AREA PRIOR TO APPROVAL OF THE PERMITS WITH CALIFORNIA DEPARTMENT OF FISH & WILDLIFE (CDFW) AND THE REGIONAL WATER QUALITY CONTROL BOARD. SEE BUCKLEY ROAD WIDENING PUBLIC IMPROVEMENT PLANS N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE PHASE BOUNDARY SEE PHASES 2-6 MASS GRADING PLAN FOR BIKE PATH AND PERIMETER SWALE EROSION CONTROL SEE PHASES 2-6 MASS GRADING PLAN FOR BIKE PATH AND PERIMETER SWALE EROSION CONTROL AGRICULTURAL LAND (NOT A PART) TEMP. STOCKPILE AREA/ AGRICULTURAL LAND (NOT A PART) PHASE 5 LIMIT OF WORK SEE PHASES 2-6 MASS GRADING PLAN FOR PERMANENT OUTLET PROTECTION & ENERGY DISSIPATION DEVICES SEE TYPICAL TEMPORARY CURB CUT GRAVEL BAG DETAIL, SHEET EC14. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 120 125 12 5 130 13 0 118 119 121122 12 3 123 123124 124 124 1 2 4 124 124 126 12 6 12 7 127 127 12 7 12 8 12 8 129 12 9 131 1 3 1 13 2 132 1 3 2 132 132 1 3 2 132 1 3 2132 1 3 2 1 3 2 132 125125125 13 0 12 3 123 1 2 4 124124124124 12 4 1 2 4 1 2 4 1 2 4 124 124 124 126 127 1 2 8 129 131 13 2 132 1 3 2 1 3 2 132 120118119 121 122 123 124 12 2 12 3 12 4 12 0 11 8 11 9 12 1 12 2 201 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Er o s i o n C o n t r o l P l a n L a y o u t EC13 13 FILE NAME: 1493-0007-ECPN_UNITS 5.DWG N 30 60 1 IN = 30 FT 1500 (IN FEET) GRAPHIC SCALE BUCKLEY ROAD MA T C H L I N E SE E S H E E T EC 1 2 PROPOSED CONSTRUCTION ENTRANCE AND TEMPORARY CONSTRUCTION ROAD (TO BE USED WHEN CONSTRUCTION TRAVEL IS ACTIVE OR PLANNED IN THIS AREA) SEE BUCKLEY ROAD WIDENING PUBLIC IMPROVEMENT PLANS PHASE BOUNDARY PHASE BOUNDARY SEE PHASES 2-6 MASS GRADING PLAN FOR BIKE PATH AND PERIMETER SWALE EROSION CONTROL TEMP. STOCKPILE AREA/ AGRICULTURAL LAND (NOT A PART)RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Pa d G r a d i n g D e t a i l s EC14 14 FILE NAME: 1493-0007-ECPN-CNST-DETL_UNITS 5.DWG Scale: NTS TYPICAL TEMP. CURB CUT GRAVEL BAG DETAILB CONSTRUCTION NOTES 1.TWO (2) GRAVEL BAGS SHALL BE PLACED AT THE MOST DOWNSTREAM CURB CUT OF ALL ROADSIDE BIOSWALES FOR SEDIMENT CONTROL UNTIL LANDSCAPE VEGETATION IN THE BIOSWALES IS ESTABLISHED. TWO (2) GRAVEL BAGS AT DOWNSTREAM ROADSIDE BIOSWALE CURB CUT (TYP.) PROPOSED ROADSIDE BIOSWALES GENERAL NOTES FOR LOCATION OF PROJECT CONSTRUCTION STAGING AREA REFER TO THE SEPARATE EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2,3,4,5 AND 6 MASS GRADING- DATED 05/09/2023 RAC H E L A . H AWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Pa d G r a d i n g D e t a i l s EC15 15 FILE NAME: 1493-0007-ECPN-CNST-DETL_UNITS 5.DWG GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Pa d G r a d i n g D e t a i l s EC16 16 FILE NAME: 1493-0007-ECPN-CNST-DETL_UNITS 5.DWG GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 ORIGINAL SCALE IS IN INCHES FOR REDUCED PLANS T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 DATE SIGNED SIGNATURE www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES 0 1 2 3 DESIGNERS: DRAWING NO. DATE: DRAWN BY: JOB #: OF 1 2 3 4 A B C D 1 2 3 4 5 5 Copyright © Wallace Group, a California Corporation. All rights reserved. Copies of this drawing shall have this notice. These plans and specifications, and the ideas and designs incorporated herein, are instruments of service prepared for the construction of work shown hereon and shall not be used in whole or in part for any other project without written authority of Wallace Group, a California Corporation. ® 2025 Av i l a R a n c h - T r a c t 3 0 8 9 Er o s i o n & S e d i m e n t C o n t r o l P l a n - Ph a s e 5 17 04/15/2025 1493-0007 RAH ZKP SHEETS Pa d G r a d i n g D e t a i l s EC17 17 FILE NAME: 1493-0007-ECPN-CNST-DETL_UNITS 5.DWG GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. RAC H E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL E N G I N E E R S T A TE OF C A L I F O R NIA 04/15/2025 AR E A O F D E F E R R E D SU B M I T T A L AR E A O F D E F E R R E D SU B M I T T A L GI A C A L O N E SD GI A C A L O N E GI A C A L O N E SS SS SS SS SDSD SD SD SD SD CO CO CO SD SD SD SD SD SD S D S D SD SD SD SD SD SD GI A C A L O N E SS SS SDSD SD SD SD SD SD SD SD SD SD CO GI A C A L O N E SS S S SD SD SD CO CO CO CO CO SS SS SD SD SD SD SS SD TEL TEL FO COMMTEL OI L OIL GI A C A L O N E SS SS SS SS SS SD SD SD SD SD SD SS SS SD CO CO CO CO CO CO CO CO CO GI A C A L O N E SS SS SS SS SS SD SDSDSD SD SD SD SD SD SD SD SDSD CO GI A C A L O N E GI A C A L O N E GI A C A L O N E AR E A O F D E F E R R E D SU B M I T T A L GI A C A L O N E GI A C A L O N E GI A C A L O N E GI A C A L O N E GI A C A L O N E GI A C A L O N E 0 Illumination results shown on this lighting design are based on project parameters provided to Cree Lighting used inconjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting,or energy code. Footcandles calculated at grade Filename: 240924AR1LSR4.AGI 9201 Washington Ave, Racine, WI 53406 - (800) 236-6800 https://www.creelighting.com - Email: applications@creelighting.com CREE GHTINGLI ****32' Mounting Height w/ 12' Davit Arm**** *** CUSTOMER TO VERIFY ORDERING INFORMATION AND CATALOGUE NUMBER PRIOR TO PLACING ORDER *** Layout By LInda Schaller Date:5/1/2025CASE #: 00623312 Project Name: 24-001 AVILA RANCH PHASE 5-6 IN SAN LUIS OBISBO Scale 1" = 120' 240 480 FUTURE PHASE 5 FUTURE PHASE 4 243 244 246 247 245 248 255 260 254249 256 259253250 257 258252251 263 264 269 262 265 268 261 266 267 276 274 277 279 282 280 283 285 286 289 293 294 292 295 291 296 290 297 298 301 299 302 300 303 304 305 306 307 311 310 309 308 314 313 312 315 316 317 318 319 320 321 325 324 323 322 272 270 271 273 275 278 281 284 287 288 PA R K DE V E L O P M E N T 32 6 PARK DEVELOPMENT 326 275 278 281 284 287 288 26 9 26 8 2 6 7 205 206 207 208 209 212 211 210 213 214 215 218 217 216 219 220 221 233 232 231 230 228 229 227 226 224 225 223 222 187 235 234 236 238 239 237 241 240 242 186 326 PARK DEV. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38394041424344454647484950 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 68 69 70 71 72 7374 75 76 77 78 79 81 82 83 8485 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 VENTURE DRIVE AVILA RANCH TRACT 3089 PHASE 1 (BY OTHERS) EA R T H W O O D L A N E AVILA RANCH TRACT 3089 PHASE 1 (BY OTHERS) EA R T H W O O D L A N E FUTURE PHASE 4 PIPER LANE MEMPHIS BELLE WAY PIPER LANE V E N T U R E D R I V E VENTURE DRIVE MEMPHIS BELLE WAY VENTURE DRIVE KITTY HAWK COURT KITTY HAWK COURT KITTY HAWK CT FOXTROT COURT CESSNA COURT BUILDING B BUILDING A PIPER LANE PIPE LANE FOXTROT COURT PARK H PARK G DOOLITTLE DR HUGHES LN CO L E M A N L N EA R H A R T W A Y YE A G E R C O U R T JE S P E R S E N R D HUGHES LN WRIGHT BROS WAY WRIGHT BROS WAY J E S P E R S E N R D VENTURE DRIVE PROPOSED MIXED USE BLDG J E S P E R S E N R D J E S P E R S E N R D AL L E Y 2 4 AL L E Y 2 4 EA R H A R T WA Y 678089 6780 24 PARK H PARK G 98 J E S P E R S E N R D BUCKLEY RD PROPOSED MIXED USE BLDG JE S P E R S E N R D LA N G L E Y S T R E E T FUTURE PHASE 4 FUTURE PHASE 4 WRIGHT BROS WAY VENTURE DRIVE PARK I .1 .1 .1.1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1.1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1.1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 MH: 32 GWY-3M .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 .1 .1 .1 .1 .1 GWY-3M MH: 32 1.0 1.1 1.3 1.3 0.8 1.1 1.4 1.8 2.2 1.5 0.7 1.0 1.3 1.6 2.0 1.7 0.7 0.3 0.5 0.8 1.1 1.4 1.5 1.2 0.7 0.1 0.1 0.2 0.3 0.6 0.9 1.2 1.2 1.0 0.7 0.5 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 0.9 0.8 0.6 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.6 0.5 0.3 0.6 0.7 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.8 1.0 1.3 1.5 1.5 1.5 1.3 1.0 0.7 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 1.1 1.4 1.5 1.5 1.4 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.6 0.7 0.8 1.0 1.3 1.5 1.5 1.5 1.3 1.1 0.9 0.9 0.8 0.8 0.8 0.8 1.1 1.8 2.2 1.6 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.5 1.5 1.2 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.6 0.5 0.4 0.3 0.2 0.7 0.8 0.8 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.2 1.8 2.0 1.7 1.2 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.4 1.9 1.9 1.5 1.1 0.8 0.6 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.7 0.8 1.2 1.8 2.0 1.8 1.3 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.3 1.9 2.0 1.7 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.8 2.0 1.7 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.1 0.1 1.1 1.1 1.1 0.9 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 1.0 1.7 2.2 1.7 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 1.2 2.0 2.2 1.4 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.7 1.0 1.7 2.2 1.7 1.0 0.8 0.8 0.8 0.8 0.9 0.9 1.1 1.4 1.6 1.5 1.5 1.3 1.0 0.8 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.8 2.2 1.6 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.3 0.2 0.2 0.1 0.1 1.4 1.9 1.6 1.3 1.2 1.2 1.1 0.9 0.2 0.1 0.1 0.0 0.0 1.9 2.1 1.6 0.9 0.8 0.1 0.1 0.0 0.0 0.0 1.5 1.7 1.5 0.6 0.6 0.1 0.0 0.0 0.0 0.0 0.9 1.3 1.3 0.4 0.4 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.7 1.0 1.0 0.3 0.4 0.5 0.5 0.0 0.0 0.0 0.0 0.6 0.8 0.8 0.4 0.5 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.7 0.4 0.6 0.7 0.7 0.0 0.0 0.0 0.0 0.5 0.6 0.6 0.4 0.5 0.7 0.8 0.9 0.0 0.0 0.0 0.1 0.3 0.4 0.4 0.6 0.9 1.1 1.1 0.0 0.0 0.0 0.1 0.2 0.3 0.3 1.0 1.5 1.5 1.3 0.0 0.1 0.1 0.2 0.2 0.2 0.2 1.5 2.2 1.7 1.4 0.0 0.1 0.2 0.3 0.1 0.1 0.1 1.4 2.2 1.7 1.4 0.1 0.2 0.3 0.5 0.1 0.1 0.1 1.0 1.4 1.5 1.3 0.1 0.3 0.4 0.5 0.2 0.2 0.1 0.7 1.0 1.2 1.1 0.3 0.5 0.6 0.3 0.2 0.2 0.7 0.9 1.0 0.9 0.4 0.5 0.7 1.0 0.4 0.3 0.2 0.8 0.9 0.9 0.9 0.6 1.0 1.3 0.5 0.5 0.4 0.8 0.9 0.9 0.8 0.8 1.6 1.7 1.5 0.7 0.7 0.6 0.9 0.9 0.9 0.8 2.1 2.0 1.5 0.7 0.8 0.8 0.9 0.9 0.7 1.6 1.8 1.5 0.8 1.0 1.1 1.1 0.9 0.7 0.8 1.1 1.2 1.1 0.8 1.2 1.4 1.4 1.2 0.8 0.5 0.7 0.8 0.9 0.9 1.5 1.7 1.4 1.4 1.7 2.0 1.2 0.4 0.5 0.6 0.7 1.9 2.1 1.7 1.4 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.5 0.6 0.7 1.0 1.3 1.6 1.6 1.5 1.2 0.9 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.6 2.2 1.9 1.1 0.7 0.6 0.6 0.5 0.5 0.6 0.7 0.7 0.9 1.2 1.5 1.6 1.6 1.4 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.2 0.3 0.6 1.0 1.4 1.8 2.3 1.5 0.3 0.4 0.5 0.6 1.3 2.0 1.5 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.2 1.9 2.1 1.7 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.2 1.7 1.9 1.8 1.3 0.9 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.8 1.0 1.6 2.1 2.0 1.3 0.9 0.7 0.5 0.5 0.3 0.2 0.2 0.1 0.2 0.3 0.6 1.0 1.4 1.6 1.7 1.1 0.3 0.4 0.4 0.9 0.8 0.8 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.9 1.6 1.9 1.4 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.7 0.9 1.2 1.4 1.5 1.5 1.3 1.0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.8 1.3 1.9 1.7 1.0 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2.0 1.8 1.6 1.4 1.3 1.4 1.5 1.6 1.6 1.2 0.9 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.5 2.0 2.4 2.6 2.7 3.0 2.9 2.2 1.4 1.1 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.8 1.1 1.7 2.2 1.9 1.2 0.8 0.6 0.5 0.5 0.4 0.3 0.2 0.3 0.4 0.4 0.5 0.6 0.8 1.3 2.0 2.2 1.6 1.0 0.8 0.6 0.5 0.5 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.0 1.0 1.1 0.9 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 1.1 1.5 1.6 1.6 1.4 1.1 0.8 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.7 0.8 1.1 1.4 1.6 1.6 1.5 1.2 0.9 0.7 0.7 0.6 0.6 0.6 0.7 0.8 1.1 1.5 1.6 1.5 1.4 1.3 1.3 1.5 1.8 2.1 1.9 1.2 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.1 1.4 2.0 2.9 3.2 2.7 2.5 2.3 2.0 1.6 1.2 0.9 0.8 0.7 0.6 0.7 0.7 0.8 0.9 1.3 1.6 1.6 1.6 1.3 1.0 0.8 0.6 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.4 1.6 1.6 1.5 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.5 0.7 0.8 1.0 1.3 1.7 2.2 2.0 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.7 1.3 1.3 1.2 1.0 0.8 0.4 0.4 0.5 0.7 0.7 0.8 1.0 1.2 1.3 1.3 1.2 1.1 0.9 0.8 0.8 0.7 0.7 0.7 0.8 0.9 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.2 1.7 2.2 1.7 0.9 1.8 1.8 1.1 0.9 0.9 0.8 0.9 0.8 0.8 0.8 0.9 0.9 0.8 0.8 0.9 1.5 1.4 1.0 0.5 0.5 0.5 0.7 0.8 1.0 1.3 1.3 1.2 0.9 0.7 0.6 1.2 1.2 0.9 0.7 0.3 0.3 0.3 0.8 1.2 1.4 1.4 1.1 0.8 0.6 0.9 0.9 0.8 0.7 0.1 0.1 0.1 1.1 1.7 1.7 1.5 1.1 0.7 0.6 0.7 0.7 0.7 0.1 0.1 0.1 1.4 2.3 1.8 1.4 1.1 0.7 0.4 0.5 0.6 0.0 0.0 0.0 2.0 1.8 1.5 1.1 0.3 0.4 0.4 0.0 0.0 0.0 1.2 1.3 1.3 1.0 0.3 0.4 0.4 0.0 0.0 0.0 0.7 0.9 1.0 0.9 0.4 0.4 0.4 0.0 0.0 0.0 0.4 0.6 0.7 0.8 0.6 0.5 0.4 0.0 0.0 0.0 0.3 0.4 0.5 0.6 0.7 0.6 0.5 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.8 0.7 0.6 0.0 0.0 0.0 0.1 0.2 0.3 0.4 1.1 0.9 0.7 0.1 0.0 0.0 0.1 0.2 0.2 0.3 1.4 1.4 1.1 0.2 0.1 0.1 0.0 0.1 0.2 0.2 1.6 2.0 1.9 0.6 0.4 0.3 0.1 0.1 0.1 0.1 0.2 0.2 1.6 2.1 2.1 0.9 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.3 0.3 1.5 1.7 1.5 1.2 1.2 1.0 0.7 0.5 0.3 0.2 0.3 0.4 0.4 1.3 1.2 1.0 1.1 1.5 1.5 1.2 1.0 0.7 0.5 0.3 0.5 0.5 0.6 1.1 1.0 0.9 1.3 2.0 1.8 1.5 1.2 0.9 0.6 0.5 0.6 0.7 0.7 1.0 1.0 0.9 2.1 2.1 1.5 1.2 1.0 0.7 0.6 0.7 0.8 1.0 1.0 1.0 1.3 1.1 0.9 0.8 0.9 1.0 1.1 1.0 1.0 1.0 1.5 1.5 1.4 1.0 1.1 1.1 1.3 2.2 1.8 1.4 1.1 1.3 1.3 1.2 2.0 1.7 1.4 1.6 1.7 1.5 0.8 1.3 1.4 1.3 2.4 2.2 1.6 0.6 0.9 1.1 2.4 2.2 1.7 0.5 0.7 0.8 1.7 1.8 1.7 0.4 0.6 0.7 1.4 1.5 1.5 0.4 0.5 0.6 1.3 1.4 1.3 0.2 0.3 0.4 0.4 1.4 1.4 1.3 0.1 0.2 0.3 0.3 1.7 1.7 1.5 0.1 0.1 0.2 1.8 2.1 2.1 0.1 0.1 0.1 1.7 2.3 2.4 0.1 0.1 0.1 1.6 1.9 1.8 0.2 0.1 0.1 0.1 1.3 1.3 1.0 0.3 0.2 0.2 0.1 1.0 0.9 0.7 0.4 0.3 0.2 0.1 0.8 0.7 0.6 0.5 0.5 0.3 0.2 0.7 0.6 0.5 0.7 0.6 0.5 0.3 0.5 0.5 0.4 0.8 0.7 0.6 0.4 0.4 0.3 1.0 1.1 1.0 0.9 0.3 0.3 0.3 1.1 1.4 1.6 1.6 0.3 0.3 0.3 1.2 1.5 1.9 2.3 0.3 0.4 0.5 0.7 1.1 1.5 1.8 2.1 0.5 0.6 0.6 0.5 0.7 1.1 1.4 1.5 1.4 0.9 0.7 0.8 0.8 0.5 0.6 0.8 1.1 1.3 1.3 1.0 0.8 0.6 1.0 1.0 0.9 0.6 0.6 0.7 1.1 0.9 0.8 0.7 1.3 1.3 1.0 1.3 1.5 1.2 0.9 0.8 0.9 1.1 1.0 1.0 1.0 1.0 1.0 0.9 0.8 1.6 1.6 1.0 0.5 0.7 1.2 2.1 2.2 1.6 1.2 1.1 1.3 1.3 1.3 1.4 1.4 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.3 0.5 0.6 0.7 0.9 1.2 1.4 1.5 1.5 1.4 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.7 0.8 1.0 1.2 1.5 1.5 1.5 1.3 1.0 0.8 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.4 1.5 1.5 1.4 1.1 0.9 0.7 0.7 0.6 0.5 0.5 0.6 0.8 1.1 1.4 1.7 2.0 2.0 1.1 0.6 0.8 1.3 1.8 1.7 1.6 1.4 1.2 1.4 1.5 1.7 1.7 1.6 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.5 1.9 1.9 1.4 1.0 0.7 0.6 0.6 0.5 0.5 0.6 0.6 0.7 0.8 1.1 1.7 2.0 1.8 1.3 0.9 0.7 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.5 1.9 1.9 1.4 1.0 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.8 1.0 1.2 1.5 2.0 1.6 0.7 0.7 0.9 1.3 1.4 1.4 1.4 1.2 1.2 1.2 1.4 2.0 2.2 1.7 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.4 2.2 2.0 1.2 0.8 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.6 2.2 1.8 1.0 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.4 2.2 2.1 1.3 0.8 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.7 0.8 0.8 0.9 1.0 0.7 0.9 1.1 1.1 1.1 1.0 0.9 0.9 1.0 0.9 1.1 1.6 1.7 1.2 0.7 0.6 0.7 0.6 0.7 0.7 0.8 1.0 0.8 0.7 0.6 0.6 0.7 0.9 1.1 1.3 1.1 0.9 0.7 0.7 1.0 1.3 1.4 1.2 0.9 0.6 1.4 1.8 1.6 1.3 0.9 1.9 2.2 1.6 1.3 1.0 1.5 2.0 1.6 1.3 1.0 1.2 1.2 1.2 1.0 0.7 0.9 0.9 0.5 0.6 0.7 0.4 0.5 0.6 0.3 0.4 0.5 0.2 0.3 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.6 0.5 0.6 0.7 0.6 0.7 0.8 0.7 1.0 1.0 1.2 1.4 1.3 2.0 1.8 1.4 2.2 1.8 1.4 1.5 1.6 1.4 0.9 1.1 1.2 0.6 0.8 0.9 0.5 0.6 0.7 0.4 0.5 0.6 0.3 0.4 0.5 0.2 0.3 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.7 0.9 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 1.1 1.3 1.4 1.4 1.4 1.2 1.0 0.9 0.8 0.6 0.4 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.7 1.0 1.4 1.7 1.8 1.6 1.3 1.1 0.9 0.8 0.7 0.5 0.3 0.2 0.5 0.6 0.8 1.4 2.2 2.2 1.6 1.1 1.0 1.0 0.9 0.7 0.5 0.3 0.2 1.1 0.9 1.0 1.0 0.9 0.7 0.5 0.3 0.7 0.9 1.0 0.9 0.7 0.5 0.7 0.9 1.0 0.9 0.7 0.6 0.9 1.1 1.1 0.9 0.6 1.0 1.3 1.4 1.2 1.1 1.4 1.7 2.0 1.1 1.4 1.8 2.2 1.1 1.4 1.6 1.6 1.0 1.1 1.1 0.9 0.9 0.7 0.6 0.7 0.6 0.5 0.6 0.5 0.4 0.2 0.4 0.4 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.5 0.4 0.4 0.3 0.6 0.6 0.6 0.5 0.8 0.8 0.7 0.6 Luminaire Schedule Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number Calculation Summary (Footcandles calculated using LMF: 1.00) Label Units Avg Max Min Avg/Min Max/Min Added Calcs Fc 0.57 2.2 0.0 N.A.N.A. ROADWAY Fc 0.77 3.2 0.0 44 GWY-3M Single 0.980 9700 63 GWYM-A-10L-40K7-3M-UL-GY N.A.N.A. SS 8" PVC WL >> > > > > >>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> S TEL COMMCOMM GGGGGGGGGG G G G G G G G G G G G G G G G G G T-1 Title Sheet & Index PHASE 5 LANDSCAPE IMPROVEMENT PLANS Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 TITLE SHEET & INDEX T-1 L-1.1 Landscape Construction Plan- Overall L-1.2 Landscape Construction Plan- Park 'H' L-2.1 Landscape Construction Details L-3.1 Planting Plan- Park 'H' L-5.1 Landscape Details - Planting & Irrigation (CFD) L-5.2 Landscape Details - Planting & Irrigation (CFD) 2 3 5 6 7 8 9 10 11 12 BUCKLEY ROADVA C H E L L L A N E H W Y 2 2 7 TANK FARM RD. B R O A D S T . SOUTH ST. HW Y 1 0 1 L O S O S O S V A L L E Y R D . L-5.3 Landscape Details - Planting & Irrigation (HOA Only) 13 L-3.4 Planting Plan L-3.2 Planting Plan- Park 'I' L-3.5 Planting Plan L-3.3 Planting Plan L-4.1 Irrigation Plan- Park 'H' L-4.4 Irrigation Plan L-4.5 Irrigation Plan L-4.2 Irrigation Plan- Park 'D' L-4.3 Irrigation Plan Sht. #DescriptionPg. # 14 15 16 17 18 19 20 21 22 23 PROJECT SITE PROJECT DESCRIPTION: PROJECT SITE VICINITY MAP SHEET INDEX THE SCOPE OF WORK FOR THIS PLAN SET INCLUDES THE FOLLOWING WITHIN PHASE 5 OF AVILA RANCH TRACT 3089: ·CIVIL, LANDSCAPE AND ELECTRICAL IMPROVEMENTS FOR NEIGHBORHOOD PARKS 'H' AND 'I' AND MULTI-PURPOSE TRAIL ·LANDSCAPING OF JESPERSEN LANE PUBLIC RIGHT-OF-WAYS- PARKWAYS, MEDIANS, & ROUNDABOUT ·LANDSCAPING OF INTERIOR NEIGHBORHOOD PARKWAYS AND PASEOS. RECYCLED WATER (IF AVAILABLE), OR ANOTHER NON-POTABLE WATER SOURCE, SHALL BE USED FOR CONSTRUCTION WATER (DUST CONTROL, SOIL COMPACTION, ETC.). ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN JURISDICTION OF THE UTILITIES AND PUBLIC WORKS DEPARTMENT SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS. THE CURRENT ADOPTED STANDARDS ARE DATED AUG 2020. THE APPLICANT SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY AND/OR ITS AGENTS, OFFICERS AND EMPLOYEES FROM ANY CLAIM, ACTION OR PROCEEDING AGAINST THE CITY AND/OR ITS AGENTS, OFFICERS OR EMPLOYEES TO ATTACK, SET ASIDE, VOID OR ANNUL, THE APPROVAL BY THE CITY OF THIS PROJECT, AND ALL ACTIONS RELATING THERETO, INCLUDING BUT NOT LIMITED TO ENVIRONMENTAL REVIEW (“INDEMNIFIED CLAIMS”). THE CITY SHALL PROMPTLY NOTIFY THE APPLICANT OF ANY INDEMNIFIED CLAIM UPON BEING PRESENTED WITH THE INDEMNIFIED CLAIM AND THE CITY SHALL FULLY COOPERATE IN THE DEFENSE AGAINST AN INDEMNIFIED CLAIM. CALIFORNIA BUILDING CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE (TITLE 24, PART 6) 2010 ADA STANDARDS, TITLE 24 CA GREEN BUILDING STANDARDS CODE 2022 GENERAL NOTES: S. H I G U E R A APPLICABLE CODES: LANDSCAPE ARCHITECT: OASIS ASSOCIATES, INC. 3427 MIGUELITO COURT SAN LUIS OBISPO, CA 93401 805-541-4509 MICHAEL L. CRIPE, ASLA PROJECT TEAM: CIVIL ENGINEER: WALLACE GROUP 612 CLARION CT SAN LUIS OBISPO, CA 93401 805-544-4011 RACHEL HAWTHORNE, PE ELECTRICAL ENGINEER: JMPE ELECTRICAL ENGINEERING 2280 SANTA MARIA WAY # D4 SANTA MARIA, CA 93455 805-866-1390 JOHN MALONEY, PE PROJECT PLANNER: OASIS ASSOCIATES, INC. 3427 MIGUELITO COURT SAN LUIS OBISPO, CA 93401 805-541-4509 C.M. FLORENCE, AICP TRACT 3089 | SAN LUIS OBISPO, CA | 053-259-004, 053-259-005, 053-259-006 PHASE 4 PHASE 4 PHASE 6 PHASE 2 PHASE 3 TRACT 3089 NOT TO SCALE OWNER / DEVELOPER: WCP DEVELOPERS, LLC 735 TANK FARM ROAD, STE. 100 SAN LUIS OBISPO, CA 93401 805-595-5440 DAN GARSON, DIR. OF LAND DEV. NOT TO SCALE PARK 'H' PHASE 5 BOUNDARY BRAVO STREET VEN T U R E D R I V E J E S P E R S E N R O A D YE A G E R C O U R T DOOLITTLE DRIVE PI P E R L A N E KITTY HAWK COURT MEMPHIS BELLE WAY VENTURE DRIVE EARTHWOOD LANE WRIGHT BROS. WAY MULTI-PURPOSE TRAIL EA R H E A R T W A Y STORMATER POLLUTION PREVENTION PLAN: WDID #: 3 40C399656 ASSOCIATED PLAN AND PERMIT LIST: ·AVILA RANCH VESTING TENTATIVE TRACT MAP - TRACT 3089 ·AVILA RANCH PHASE 1 IMPROVEMENT PLANS - TRACT 3089 ·AVILA RANCH PHASE 1 FINAL MAP - TRACT 3089 ·AVILA RANCH PHASE 2 & 3 IMPROVEMENT PLANS - TRACT 3089 ·MASS GRADING PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2-6 ·PUBLIC IMPROVEMENTS PLANS FOR TRACT 3089 - AVILA RANCH PHASES 4, 5 AND 6 ·EROSION AND SEDIMENT CONTROL PLANS FOR TRACT 3089 - AVILA RANCH PHASES 2-6 ·STORMWATER CONTROL PLAN FOR TRACT 3089 - AVILA RANCH PHASES 2-6 ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PH 2-6 MASS GRADING ·DRAINAGE REPORT FOR TRACT 3089 - AVILA RANCH PH 2-6 PUBLIC IMPROVEMENT PLANS ·STORMWATER POLLUTION PREVENTION PLAN WDID #: TBD ·PRELIMINARY STORMWATER CONTROL MEASURES OPERATIONS AND MAINTENANCE PLAN FOR TRACT 3089 - AVILA RANCH PHASES 2-6 ·PHASES 2-6 AVILA RANCH CLOMR FEMA CASE #: 22-09-0955R ·CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE APPLICATION: SLO-29127 ·STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD WASTE DISCHARGE ·REQUIREMENT PERMIT #34022WQ09 SCOPE OF WORK 1 4 1 PHASE 1 PARK 'I' L-1.3 Landscape Construction Plan- Park 'I' L-2.2 Landscape Construction Details L-3.0 Planting Plan- Plant Legend L-3.6 Planting Plan L-3.7 Planting Plan L-3.8 Planting Plan L-3.9 Planting Plan L-3.10 Planting Plan L-3.11 Planting Plan L-3.12 Planting Plan 24 L-4.6 Irrigation Plan 25 L-4.7 Irrigation Plan 26 L-4.8 Irrigation Plan 27 L-4.9 Irrigation Plan 28 L-4.10 Irrigation Plan 29 L-4.11 Irrigation Plan 30 L-4.12 Irrigation Plan 31 L-5.4 Landscape Details - Planting & Irrigation 32 33 34 35 PHASE 6 PHASE 4 HUGHES LANE JES P E R S E N R O A D CO L E M A N L A N E BUCKLEY ROAD 36 37 L-4.01 Irrigation Plan- Mainline Only L-4.00 Irrigation Plan- Mainline Only L-4.13 Irrigation Plan L-3.13 Planting Plan 38 39 SD SD SD SS SS SS SS SD SDSD SDSD SD SD SD SD 1 8 " H D P E S D 42" HDPE SD 42" HDPE SD 30" HDPE SD SD CO CO CO SDSD SD CO CO CO CO SD CO SD SS >>>>>>>>>>>>>>>> EA R H A R T W A Y JE S P E R S E N R D . JE S P E R S E N R D . J E S P E R S E N R D . HUGHES LN. DOOLITTLE DR. CO L E M A N L N . WRIGHT BROS. WY. FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE YE A G E R C O U R T PHASE 2 - NOT A PART BUCKLEY RD. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 L-1.1 LANDSCAPE CONSTRUCTION PLAN- OVERALL 0'50'100'150' SCALE: 1" = 50'-0" 1.CLUSTER MAILBOX UNIT (SUBJECT TO FINAL REVIEW AND APPROVAL BY POSTMASTER). MAILBOXES SHALL BE "CLUSTER BOX UNIT" FROM SALISBURY INDUSTRIES. COLOR: BRONZE. FINAL QUANTITIES, TYPE AND ARRANGEMENT TO BE APPROVED BY U.S.P.S. 2.PASEO ENTRY PILASTERS WITH ARBOR 3.MONUMENT SIGN (MATCHES EXISTING AS PREVIOUSLY APPROVED AND INSTALLED IN PHASE 1) NO.DESCRIPTION REFERENCE KEY NOTES PARK 'I' - SEE 'B'/L1.3 PASEO - SEE 'C'/L1.3 MONUMENT SIGN - SEE 'D'/L1.3 PARK 'H' - SEE 'A'/L1.2 DETAIL 10, SHEET L2.1 DETAIL 11, SHEET L2.1 DETAIL 14, SHEET L1.2 11 1 1 1 2 2 2 2 2 2 2 2 2 2 2 MATCHLINE - SEE INSET 'A' MATCHLINE - SEE INSET 'A' Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 L-1.2 LANDSCAPE CONSTRUCTION PLAN- PARK 'H' INSET 'A'SITE PLAN (PARTIAL) 0'20'40'60' SCALE: 1" = 20'-0" 1.CONCRETE PAVING (COLOR & FINISH PER LEGEND, BELOW). 2.ADA ACCESSIBLE TABLE ON CONCRETE PAVING. TIMBERFORM RENAISSANCE #2977-31 BY COLUMBIA CASCADE. COLOR: EVERGREEN (TO MATCH BENCHES). SURFACE MOUNT. AVAILABLE FROM: www.columbia-cascade.com. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR ALL 4 TABLE LEGS TO CONCRETE PAD. 3.PICNIC TABLE . TIMBERFORM RENAISSANCE #2977-41 BY COLUMBIA CASCADE. COLOR: EVERGREEN (TO MATCH BENCHES). INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR ALL 4 TABLE LEGS TO 7' DIA. CONCRETE PAD. 4.CONCRETE TABLES A. WITH CHESSBOARD GAME TOP. THE PARK AND FACILITIES #154-1156. SMOOTH FINISH-SAND TAN WITH POLISHED TOP. www.theparkcatalog.com B. WITHOUT CHESSBOARD GAME TOP (REGULAR). THE PARK AND FACILITIES #154-1155. SMOOTH FINISH-SAND TAN WITH POLISHED TOP. www.theparkcatalog.com 5.BENCH SEATING. TIMBERFORM RENAISSANCE MEMORIAL BENCH #2806-6-MP" PER CITY STANDARD #9040. COLOR: EVERGREEN. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR BENCHES TO CONCRETE. 6.HYDROSEED TURF WITH CONCRETE HEADER AT ALL PERIMETERS. REFER TO THE SPECIFICATIONS FOR TURF TYPE AND INSTALLATION. 7.CONCRETE SIDEWALK PER CIVIL ENGINEER'S DRAWINGS. 8.TRASH CONTAINER. TRASH/RECYCLING CONTAINERS SHALL BE "TIMBERFORM RENAISSANCE #2816-ST-M (SLO LITTER CONTAINER)" BY COLUMBIA CASCADE. COLOR: POWDERCOATED EVERGREEN #RAL6009. SEE CITY STANDARD #9060. INSTALL PER MANUFACTURERS INSTRUCTIONS. SECURELY ANCHOR TABLES TO CONCRETE FOOTING, 12" DIA. X 18" DEEP, WITH (2) #4 REBAR, 6" O.C. EACH WAY. 9.BIKE RACK SHALL BE "CAMPUS 4-BIKE RACK" FROM PEAK RACKS. COLOR: POWDERCOAT BLACK. ANCHOR TO CONCRETE PADS PER MANF'S. SPECIFICATIONS. www.peakracks.com 10.CONCRETE PING-PONG TABLES. PING-PONG TABLES SHALL BE "Q-PP" FROM QCP. COLOR: ADOBE TAUPE. FINISH: CRAFTSMAN ETCH. WITH METAL NETS. DIMS: 60"W x104"L x 34"H. (866) 703-3434. 11.CONCRETE CORNHOLE BOARDS SHALL BE "Q-CH" FROM QCP. COLOR: ADOBE TAUPE. FINISH: CRAFTSMAN ETCH. 409 LBS. EACH (QTY. = 2 SETS). (866) 703-3434. 12.CONCRETE SEATWALL (WITH SKATE DETERRENTS). 12" WIDE X 18"± HIGH. SEAT WALLS ARE LEVEL, TYP. 13.DETENTION BASIN WITH COBBLES & BOULDERS IN BOTTOM. REFER TO DETAILS 21 & 22, SHEET L-5.3. 14.DECOMPOSED GRANITE SURFACING (TAN COLOR WITH STABILIZER) WITH CONCRETE CURB ON ALL PERIMETERS. 15.6" CONCRETE HEADER WITH #4 REBAR. 16.DOG WASTE STATION SHALL BE "SENTRY MINI DOG WASTE STATION" (JJB206-GRN) WITH DISPENSER, SIGN, POST, AND "MITTN" BAG DISPENSER SYSTEM (NO TRASH CAN). COLOR: GREEN. INSTALL WITH 10" DIA. X 24" DEEP CONC. FOOTING. AVAILABLE FROM: ZEROWASTEUSA.COM - 800-789-2563. 17.6" TALL COLORED CONCRETE CURB (COLOR TO MATCH ADJ. CONC.) 18.NOT USED 19.HORSESHOE PIT 20.24' x 34' PAVILION STRUCTURE, "HIP ROOF RECTANGLE" (BIN # RAM 24X34) BY POLIGON 616-888-3500. METAL 21.PUBLIC ART INSTALLATION (FINAL DESIGN TO BE DETERMINED) WITH 6" PERIMETER INTEGRAL CURB 22.BUS STOP, PER ENGINEER'S PLANS 23.CONCRETE STAGE 24.A/C PARKING LOT PER ENGINEER'S PLANS 25.PARKING SPACE / A.D.A STRIPING PER ENGINEER'S PLANS 26.DECOMPOSED GRANITE SURFACING (TAN COLOR WITH STABILIZER) WITH STEEL HEADER ON ALL PERIMETERS. 27.DECOMPOSED GRANITE SURFACING (TAN COLOR WITH STABILIZER) WITH STEEL HEADER ON ALL PERIMETERS. ORCHARD AREA TO RECEIVE (8) MEYER LEMON TREES - SEE SHEET L-3.1. 28.SMOOTH LANDSCAPE BOULDERS (TYP.) QTY: (19) 18" DIA., (6) 2' DIA., (17) 3' DIA. NO.DESCRIPTION REFERENCE KEY NOTES JE S P E R S E N R O A D JES P E R S E N R O A D HU G H E S L A N E 1 1 1 1 11 3 TYP. 3 TYP. 5 TYP. 5TYP. 5TYP. 3 6 6 23 9 11 TYP. 12 12 13 27 14 14 14 14 26 15 15 16 16 16 1 19 20 21 7 7 7 7 22 CONTROL JOINT MAX. 10' O.C.- EXPANSION JOINT MAX. 20' O.C. - CONCRETE PAVING STD. GRAY LIGHT BROOM DECOMPOSED GRANITE TAN - DECO. CONCRETE PAVING PALOMINO (DAVIS)SAND FINISH ID.DESCRIPTION COLOR OR SPEC.FINISH/TEXTURE HARDSCAPE LEGEND 2425 DETAIL 1 , SHEET L2.1 DETAIL 4 , SHEET L2.1 DETAIL 3 , SHEET L2.1 DETAIL 6 , SHEET L2.1 DETAIL 1 , SHEET L2.2 DETAIL 13 , SHEET L2.1 DETAIL 1 , SHEET L2.1 DETAIL 7, SHEET L2.1 DETAIL 7, SHEET L2.1 DETAIL 2, SHEET L2.2 4A 8 15 15 4B 4A 2 8 8 2 28 TYP. 28TYP. 13 13 17 15 26 1515 1 TYP. OF 6 SD 30" HDPE SD 10'-3" 7'-4" BIORETENTION BASIN PER CIVIL PLANS, TYP. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 L-1.3 LANDSCAPE CONSTRUCTION PLAN- PARK 'I' 0'20'40'60' D. LIGHTED MONUMENT SIGNC. PASEO LAYOUT (PARTIAL) B. PARK 'I' 1.CONCRETE PAVING (COLOR & FINISH PER LEGEND, BELOW). 2.ADA ACCESSIBLE TABLE ON CONCRETE PAVING. TIMBERFORM RENAISSANCE #2977-31 BY COLUMBIA CASCADE. COLOR: EVERGREEN (TO MATCH BENCHES). SURFACE MOUNT. AVAILABLE FROM: www.columbia-cascade.com. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR ALL 4 TABLE LEGS TO CONCRETE. 3.PICNIC TABLE. TIMBERFORM RENAISSANCE #2977-41 BY COLUMBIA CASCADE. COLOR: EVERGREEN (TO MATCH BENCHES). INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR ALL 4 TABLE LEGS TO 7' DIA. CONCRETE PAD. 4.BENCH SEATING. TIMBERFORM RENAISSANCE MEMORIAL BENCH #2806-6-MP" PER CITY STANDARD #9040. COLOR: EVERGREEN. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SECURELY ANCHOR BENCHES TO CONCRETE. 5.CONCRETE SIDEWALK PER CIVIL ENGINEER'S DRAWINGS. 6.TRASH CONTAINER. TRASH/RECYCLING CONTAINERS SHALL BE "TIMBERFORM RENAISSANCE #2816-ST-M (SLO LITTER CONTAINER)" BY COLUMBIA CASCADE. COLOR: POWDERCOATED EVERGREEN #RAL6009. SEE CITY STANDARD #9060. INSTALL PER MANUFACTURERS INSTRUCTIONS. SECURELY ANCHOR TABLES TO CONCRETE FOOTING, 12" DIA. X 18" DEEP, WITH (2) #4 REBAR, 6" O.C. EACH WAY. 7.CONCRETE PAD FOR BIKE RACK. BIKE RACK SHALL BE "CAMPUS 3-BIKE RACK" FROM PEAK RACKS. COLOR: POWDERCOAT BLACK. ANCHOR TO CONCRETE PADS PER MANF'S. SPECIFICATIONS. www.peakracks.com 8.NOT USED 9.DECOMPOSED GRANITE SURFACING (TAN COLOR WITH STABILIZER) WITH STEEL HEADER ON ALL PERIMETERS. 10.AT-GRADE PLANTER, REFER TO PLANTING AND IRRIGATION PLANS 11.DOG WASTE STATION SHALL BE "SENTRY MINI DOG WASTE STATION" (JJB206-GRN) WITH DISPENSER, SIGN, POST, AND "MITTN" BAG DISPENSER SYSTEM (NO TRASH CAN). COLOR: GREEN. INSTALL WITH 10" DIA. X 24" DEEP CONC. FOOTING. AVAILABLE FROM: ZEROWASTEUSA.COM - 800-789-2563. 12.NOT USED. 13.SMOOTH LANDSCAPE BOULDERS (TYP.) 14.TREE STUMP SEATS / CLIMBERS 15.NOT USED 16.NOT USED 17.NOT USED 18.MONUMENT SIGN (MATCHES EXISTING AS PREVIOUSLY APPROVED AND INSTALLED IN PHASE 1) 19.LANDSCAPE BERM ±3' TALL 20.PASEO ENTRY PILASTERS WITH WOODEN ARBOR NO.DESCRIPTION REFERENCE KEY NOTES DETAIL 1, SHEET L2.1 DETAIL 1, SHEET L-2.1 DETAIL 7, SHEET L2.1 DETAIL 2, SHEET L2.2 DETAIL 12, SHEET L2.1 DETAIL 11 , SHEET L2.1 1 1 2 3 TYP. 4 7 7 13 9 9 9 1111 14 14 TYP. 5 5 DOOLITTLE DR. HUGHES LN. JE S P E R S E N L N . SCALE: 1"=20' SCALE: 1"=10'SCALE: 1"=10' 0'10'20'30' 18 19 20 1 MULTI-PURPOSE TRAIL BUCKLEY RD. 6 ENTRY PATHS TO RESIDENCES. ADJUST PER FINAL HOUSE LAYOUT. 13 2 6 DECOMPOSED GRANITE TAN - CONCRETE PAVING DAVIS, PALOMINO SAND FINISH ID.DESCRIPTION COLOR OR SPEC.FINISH/TEXTURE HARDSCAPE LEGEND 9 10 10 10 10 10 10 10 10 10 10 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 L-2.1 LANDSCAPE CONSTRUCTION DETAILS CONCRETE PAVING1 SCALE: 1" = 1'-0"CONCRETE EXPANSION JOINTS2 SCALE: 1" = 1'-0" CONCRETE HEADER SCALE: 1" = 6" D.G. W/CONC. HEADER3 6 4 5NOT TO SCALE 7 12 ENTRY MONUMENT SIGNAGE 8 9 10 11 13 PARK H CONC. SEATWALL CONC. SEATWALL NOTES D.G. W/STEEL HEADER NOT USED NOT USED CLUSTER MAILBOX UNIT PASEO ENTRY PILASTER W/ARBOR SCALE: 3/8"= 1'-0" SCALE: 3/8"= 1'-0"POLIGON SHADE SHELTER (FOR REFERENCE)SCALE: 1/8"= 1'-0" 1 L2.1 3 L2.1 1b L2.2 1d L2.2 HORSESHOE PIT DETAIL SCALE: 1/2" = 1'-0"1B 2 3 1C 1D 4 LANDSCAPE BOULDERS NOT USED HORSESHOE PIT BACKSTOP HORSESHOE PIT STAKE DETAIL ADDRESS PLAQUE Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 L-2.2 LANDSCAPE CONSTRUCTION DETAILS HORSESHOE PIT1A SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0" NOT TO SCALESCALE: 1/4" = 1'-0" 48050 48060 48070 48080 5A 5B CONC. SONO TUBE STEPS SCALE: 1" = 1'-0" CONC. SONO TUBE STEPS - LAYOUT SCALE: 1/4" = 1'-0" SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY TREES AG AFROCARPUS GRACILIOR AFRICAN FERN PINE 15 GAL M 3 15 AM4 ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 15 GAL L 3 5 AM ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 24" BOX L 3 18 CL CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX L 3 26 GI GLEDITSIA TRIACANTHOS INERMIS 'MORAINE' MORAINE HONEY LOCUST 24" BOX L 3 17 JM JACARANDA MIMOSIFOLIA JACARANDA 24" BOX M 3 9 KB KOELREUTERIA BIPINNATA CHINESE FLAME TREE 24" BOX M 3 12 MF MALUS X DOMESTICA `FUJI` FUJI APPLE 15 GAL M 3 8 PC PISTACIA CHINENSIS CHINESE PISTACHE 24" BOX L 3 48 PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 15 GAL M 3 10 PB PLATANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 24" BOX M 3 13 PF POPULUS FREMONTII FREMONT COTTONWOOD 15 GAL M 3 6 PF2 POPULUS FREMONTII FREMONT COTTONWOOD 5 GAL M 1 15 QA QUERCUS AGRIFOLIA COAST LIVE OAK 15 GAL VL 3 22 QA2 QUERCUS AGRIFOLIA COAST LIVE OAK 5 GAL VL 1 39 TT TIPUANA TIPU TIPU TREE 24" BOX M 3 10 TB1 TRISTANIA CONFERTA BRISBANE BOX 15 GAL M 3 6 TB2 TRISTANIA CONFERTA BRISBANE BOX 24" BOX M 3 57 TE TRISTANIOPSIS LAURINA 'ELEGANT' ELEGANT WATER GUM 24" BOX M 3 6 UD ULMUS PARVIFOLIA 'DRAKE' DRAKE LACEBARK ELM 24" BOX L 3 27 ZS1 ZELKOVA SERRATA JAPANESE ZELKOVA 15 GAL M 3 4 ZS2 ZELKOVA SERRATA JAPANESE ZELKOVA 24" BOX M 3 27 LOW BRANCHING* SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 *TREES SHALL BE STANDARD FORM UNLESS NOTED OTHERWISE. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 L-3.0 PLANTING LEGEND & NOTES 1.QUANTITIES AND SIZES SHOWN IN THE PLANT LEGEND ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES. QUANTITIES SHOWN IN INDIVIDUAL PLANT CALLOUTS ARE BASED ON THE TOTAL COUNT OF THAT PLANT PER SIDE OF THE STREET/PASEO ON THE RESPECTIVE SHEET, AND ARE APPROXIMATE. THE PLANT LEGEND QUANTITIES SHALL HAVE PRECEDENCE OVER THE PLANT CALLOUT QUANTITIES. 2.ALL PLANTER AREAS, AS DESIGNATED ON THE PLAN, SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. 3.ALL TREES PLANTED WITHIN 7' OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A DEEP ROOT PLANTER, PER DETAIL 2B. 4.INSTALL MINIMUM 3" THICK BARK MULCH IN ALL PLANTING AREAS. REFER TO SPECIFICATIONS FOR TYPE. PROVIDE SAMPLE FOR APPROVAL. 5.ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS. 6.REVIEW THE PLANTING AND IRRIGATION SPECIFICATIONS PRIOR TO BIDDING. IF NOT PROVIDED, CONTACT THE LANDSCAPE ARCHITECT. PLANTING NOTES L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 PLANT LEGEND L-3.13 L-3.11 L-3.12 S S SD SD U T L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL UTL MATCH LINE A SH E E T L - 3 . 8 SH E E T L - 3 . 1 SH E E T L - 3 . 1 1 SH E E T L - 3 . 1 JE S P E R S E N R D . FUTURE PHASE 15 - AG 15 GAL 8 - GI 24" BOX 6 - CL 24" BOX 8 - MF 15 GAL 3 - PC 24" BOX 44 - LC 1 GAL 13 - SC 1 GAL 23 - LI 1 GAL 7 - EK 1 GAL 24 - PP 1 GAL45 - EB 1 GAL 42 - VL 1 GAL 43 - AS 1 GAL 3 - LP 1 GAL 28 - AM3 1 GAL 20 - AT 1 GAL 28 - KS 1 GAL 315 - SC 1 GAL 98 - EK 1 GAL 10 - TT 24" BOX 53 - LI 1 GAL 76 - RR 1 GAL 15 - AG 15 GAL 47 - RE 5 GAL 5 - JM 24" BOX 29 - CE 5 GAL 202 - JP 1 GAL 168 - CD 1 GAL 52 - RR 1 GAL 37 - RR 48 - SC 1 GAL SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY TREES AG AFROCARPUS GRACILIOR AFRICAN FERN PINE 15 GAL M 3 15 CL CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 24" BOX L 3 6 GI GLEDITSIA TRIACANTHOS INERMIS 'MORAINE' MORAINE HONEY LOCUST 24" BOX L 3 17 JM JACARANDA MIMOSIFOLIA JACARANDA LOW BRANCHING 24" BOX M 3 5 MF MALUS X DOMESTICA `FUJI` FUJI APPLE 15 GAL M 3 8 PC PISTACIA CHINENSIS CHINESE PISTACHE 24" BOX L 3 3 TT TIPUANA TIPU TIPU TREE 24" BOX M 3 10 SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 28 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 20 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 177 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 29 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 128 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 202 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 39 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 3 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 45 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 65 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 42 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 165 PLANT LEGEND PARK H * * *TREES SHALL BE STANDARD FORM UNLESS NOTED OTHERWISE. NOTE: THIS LEGEND CONTAINS PLANTS RELATED TO PARK 'H' ONLY. SD SD UT L UT L UT L UT L UT L UT L MATCH LINE A JE S P E R S E N R D . 24" BOX 52 - RR 1 GAL 37 - RR 1 GAL Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 L-3.1 PLANTING PLAN- PARK 'H' L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 SEE SHEET L-3.4 FOR STREETSCAPE PLANTING SEE SHEET L-3.4 FOR STREETSCAPE PLANTING PLANT LEGEND - PARK 'H' SS SD SD UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL UT L UT L UT L UT L UT L UT L SS DOOLITTLE DR.DOOLITTLE DR. BIORETENTION BASIN PER CIVIL PLANS, TYP. STREET LIGHT, TYP. 6 - PB2 15 GAL 9 - RE 5 GAL 17 - SB 1 GAL 57 - AM3 1 GAL 19 - AC 1 GAL 16 - AE 1 GAL 15 - EG 1 GAL 5 - CA 1 GAL 8 - QA 15 GAL 4 - PB2 15 GAL 16 - SB 1 GAL 53 - AM3 1 GAL 29 - AC 1 GAL 30 - AE 1 GAL 3 - BP 1 GAL 14 - VL 1 GAL 6 - HA 5 GAL 36 - EG 1 GAL 7 - AT2 5 GAL 3 - RE 5 GAL 12 - CA 1 GAL 6 - PF 15 GAL SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY TREES AM4 ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 15 GAL L 3 5 PB2 PLATANUS X ACERIFOLIA 'BLOODGOOD' BLOODGOOD LONDON PLANE TREE 15 GAL M 3 10 PF POPULUS FREMONTII FREMONT COTTONWOOD 15 GAL M 3 6 QA QUERCUS AGRIFOLIA COAST LIVE OAK 15 GAL VL 3 13 SHRUBS AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 110 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 46 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 6 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 12 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 14 PLANT LEGEND PARK I *TREES SHALL BE STANDARD FORM UNLESS NOTED OTHERWISE. NOTE: THIS LEGEND CONTAINS PLANTS RELATED TO PARK 'I' ONLY. * Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 L-3.2 PLANTING PLAN- PARK 'I' L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 SEE SHEET L-3.9 FOR STREETSCAPE PLANTING PLANT LEGEND - PARK 'I' SD GAS GAS GAS GAS GAS GAS OILOILOILOILOILOILOIL SE E I N S E T ' A ' SH E E T L - 3 . 3 BUCKLEY RD. 21 - RR 1 GAL 36 - RR 1 GAL 11 - RR 1 GAL SS SS SD SD SD SD SD SS SD >>>>>>>>> > WL GAS GAS GAS GAS GAS GAS GAS GAS UT L UT L UTL UTL UTL UTL UTL UTL UT L UTL UT L U T L U T L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L JE S P E R S E N R D . HUGHES LN. FUTURE PHASE JE S P E R S E N R D . SE E I N S E T ' A ' SH E E T L - 3 . 3 S H E E T L - 3 . 4 S H E E T L - 3 . 3 SH E E T L - 3 . 8 SH E E T L - 3 . 3 SH E E T L - 3 . 1 3 A SH E E T L - 3 . 3 BUCKLEY RD. BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. AREA TO RECEIVE 3" DEEP WALK-ON-BARK. 5 - QA 15 GAL DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. STREET LIGHT, TYP. 12 - HS 1 GAL 18 - CP 5 GAL 8 - AB 5 GAL 4 - TC 1 GAL 8 - CE 5 GAL 18 - LC 1 GAL 33 - CD 1 GAL 57 - JP 1 GAL 4 - TC 1 GAL 42 - JP 1 GAL 25 - CD 1 GAL 3 - DC 1 GAL 1 - AT 1 GAL 3 - EK 1 GAL 8 - CP 5 GAL 6 - CE 5 GAL 13 - LC 1 GAL 2 - HS 1 GAL 5 - PF2 5 GAL 4 - QA 15 GAL 9 - CE 5 GAL 61 - JP 1 GAL 17 - LC 1 GAL 29 - CD 1 GAL 25 - PM 5 GAL 20 - AE 1 GAL 40 - LS 1 GAL 5 - TB2 24" BOX 24 - DC 1 GAL 4 - AB 5 GAL 3 - RE 5 GAL 51 - AB 5 GAL 418 - FG 1 GAL 86 - FG 1 GAL 11 - RR 1 GAL 11 - RR 1 GAL 23 - RR 1 GAL 246 - LS 1 GAL 98 - LS 1 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.3 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 INSET 'A' L-3.13 L-3.11 L-3.12 PLANT LEGEND S S SD U T L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTLUTL UTL JE S P E R S E N R D . FUTURE PHASE FUTURE PHASE S H E E T L - 3 . 4 S H E E T L - 3 . 3 SHEET L-3.5 SHEET L-3.4 BIORETENTION BASIN PER CIVIL PLANS, TYP. STREET LIGHT, TYP. 18 - TC 1 GAL 4 - PC 24" BOX 58 - CP 5 GAL 26 - TC 1 GAL 59 - DC 1 GAL 17 - AB 5 GAL 60 - HS 1 GAL 87 - JP 1 GAL 28 - LC 1 GAL 14 - CE 5 GAL 55 - CD 1 GAL 37 - CP 5 GAL 36 - DC 1 GAL 14 - AB 5 GAL 16 - TC 1 GAL 32 - HS 1 GAL 14 - CE 5 GAL 88 - JP 1 GAL 28 - LC 1 GAL 55 - CD 1 GAL 1 - PC 24" BOX 1 - PC 24" BOX 1 - PC 24" BOX 1 - PC 24" BOX 1 - UD 24" BOX 6 - CE 5 GAL 13 - LC 1 GAL 2 - UD 24" BOX 2 - UD 24" BOX 3 - UD 24" BOX SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.4 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 SEE SHEET L-3.1 FOR PARK 'H' PLANTING L-3.13 L-3.11 L-3.12 PLANT LEGEND SS SD S D SD SD SD SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL UTLUTL U T L U T L UT L UT L UT L UT L UT L UT L UT L U T L UT L UT L UT L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UT L UTLUTL UTLUTL JE S P E R S E N R D . WRIGHT BROS. WY.WRIGHT BROS. WY. J E S P E R S E N R D . FUTURE PHASEFUTURE PHASE FUTURE PHASE FUTURE PHASE SHEET L-3.5 SHEET L-3.4 SHEET L-3.6 SHEET L-3.5 SH E E T L - 3 . 5 NO T I N S C O P E SH E E T L - 3 . 1 1 SH E E T L - 3 . 5 SH E E T L - 3 . 1 1 SH E E T L - 3 . 5 STREET LIGHT, TYP. 2 - PC 24" BOX 36 - DC 1 GAL 16 - AB 5 GAL 22 - HS 1 GAL 26 - CP 5 GAL 36 - AT 1 GAL 9 - EK 1 GAL 3 - PC 24" BOX 31 - CP 5 GAL 37 - DC 1 GAL 24 - HS 1 GAL 36 - AT 1 GAL 9 - EK 1 GAL 23 - AB 5 GAL 17 - TC 1 GAL 9 - EK 1 GAL 36 - AT 1 GAL 24 - HS 1 GAL 3 - PC 24" BOX 31 - CP 5 GAL 18 - TC 1 GAL 27 - HS 1 GAL 61 - DC 1 GAL 22 - AB 5 GAL 36 - AT 1 GAL 9 - EK 1 GAL 69 - NG 5 GAL 26 - KS 1 GAL 22 - AT 1 GAL 20 - AB 5 GAL 54 - DC 1 GAL 12 - TC 1 GAL 6 - TC 1 GAL 132 - TC 1 GAL 204 - EK 1 GAL 90 - DC 1 GAL 43 - HS 1 GAL 30 - AB 5 GAL 2 - UD 24" BOX SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.5 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 SEE SHEET L-3.1 FOR PARK 'H' PLANTING PLANT LEGEND SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL WL WL WL UTL UTL UTL UTLUTL UT L UT L U T L U T L U T L U T L U T L U T L U T L U T L UT L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL U T L U T L UT L VENTURE DR. VENTURE DR. FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE SHEET L-3.6 SHEET L-3.5 SHEET L-3.7 SHEET L-3.6 SH E E T L - 3 . 6 NO T I N S C O P E BIORETENTION BASIN PER CIVIL PLANS, TYP. J E S P E R S E N R D . NO T I N S C O P E SH E E T L - 3 . 6 STREET LIGHT, TYP. 9 - EK 1 GAL 36 - AT 1 GAL 12 - HS 1 GAL 3 - PC 24" BOX 13 - AB 5 GAL 21 - CP 5 GAL 28 - DC 1 GAL 12 - AB 5 GAL 9 - EK 1 GAL 24 - DC 1 GAL 36 - AT 1 GAL 9 - CP 5 GAL 9 - HS 1 GAL 6 - TC 1 GAL 7 - PC 24" BOX 35 - AB 5 GAL 9 - EK 1 GAL 36 - AT 1 GAL 6 - PC 24" BOX 30 - AB 5 GAL 42 - CP 5 GAL36 - AT 1 GAL 9 - EK 1 GAL 58 - DC 1 GAL 21 - HS 1 GAL 7 - CE 5 GAL 34 - JP 1 GAL 4 - LC 1 GAL 21 - CD 1 GAL 7 - LC 1 GAL 50 - JP 1 GAL 30 - CD 1 GAL 10 - CE 5 GAL 13 - TC 1 GAL 6 - TC 1 GAL 11 - TC 1 GAL 53 - DC 1 GAL 49 - CP 5 GAL 38 - HS 1 GAL 132 - TC 1 GAL 204 - EK 1 GAL 90 - DC 1 GAL 43 - HS 1 GAL 30 - AB 5 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.6 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 PLANT LEGEND SS SD SD SD >> > > > > > SD SD SD SD SD SD SD SD SD SD S D S D S D S D SDSD WLWLWLWLWLWL W L W L W L W L WLWL WL WL WL WL WL WL UT L UT L UT L UT L UT L UT L JE S P E R S E N R D . SHEET L-3.7 SHEET L-3.6 NOT IN SCOPE SHEET L-3.7 3 - PC 24" BOX 3 - PC 24" BOX BIORETENTION BASIN PER CIVIL PLANS, TYP. STREET LIGHT, TYP. 34 - CP 5 GAL 10 - CE 5 GAL 74 - JP 1 GAL 40 - CD 1 GAL 31 - HS 1 GAL 17 - AB 5 GAL 12 - TC 1 GAL 28 - DC 1 GAL 29 - CP 5 GAL 46 - CD 1 GAL 74 - JP 1 GAL 10 - CE 5 GAL 24 - LC 1 GAL 26 - HS 1 GAL 30 - DC 1 GAL 17 - AB 5 GAL 13 - AB 5 GAL 28 - DC 1 GAL 12 - AB 5 GAL 36 - AT 1 GAL 9 - CP 5 GAL 24 - LC 1 GAL 9 - TC 1 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.7 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 PLANT LEGEND SS SS SS SS SD SD SD SS SD CO CO CO SS WL UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL UT L UTL UT L U T L UT L UTL UTL UTL WL WL WL WL WL WL SS EA R H A R T W A Y JE S P E R S E N R D . HUGHES LN. SH E E T L - 3 . 8 SH E E T L - 3 . 3 SH E E T L - 3 . 9 SH E E T L - 3 . 8 SH E E T L - 3 . 9 SH E E T L - 3 . 8 SHEET L-3.11 SHEET L-3.8 SHEET L-3.11 SHEET L-3.8 4 - TB2 24" BOX 4 - ZS2 24" BOX BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. 3 - ZS2 24" BOX SH E E T L - 3 . 8 SH E E T L - 3 . 1 DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. 5 - EK 1 GAL 5 - AT 1 GAL 5 - EK 1 GAL 5 - AT 1 GAL 5 - EK 1 GAL 19 - WM 5 GAL 38 - KS 1 GAL 18 - CL2 5 GAL 24 - HS 1 GAL 1 - LP 1 GAL 84 - KS 1 GAL 30 - CL2 5 GAL 54 - HS 1 GAL 19 - WM 5 GAL 1 - LP 1 GAL 1 - AM 24" BOX 1 - CL 24" BOX 22 - CL2 5 GAL 62 - KS 1 GAL 61 - HS 1 GAL 34 - WM 5 GAL 1 - LP 1 GAL 52 - WM 5 GAL 132 - KS 1 GAL 25 - CL2 5 GAL 71 - HS 1 GAL 1 - LP 1 GAL 60 - AE 1 GAL 3 - KB 24" BOX 109 - LS 1 GAL 19 - CE 5 GAL 155 - JP 1 GAL 76 - CD 1 GAL 36 - LC 1 GAL 13 - EK 1 GAL 13 - AT 1 GAL 5 - UD 24" BOX 9 - CE 5 GAL 61 - JP 1 GAL 17 - LC 1 GAL 29 - CD 1 GAL 25 - PM 5 GAL 20 - AE 1 GAL 40 - LS 1 GAL 5 - TB2 24" BOX 88 - NG 5 GAL 26 - KS 1 GAL 22 - AT 1 GAL 10 - EK 1 GAL 10 - AT 1 GAL 10 - PM 5 GAL 6 - LS 1 GAL 14 - AE 1 GAL 10 - CE 5 GAL 24 - LC 1 GAL 40 - CD 1 GAL 74 - JP 1 GAL 1 - KB 24" BOX 6 - AE 1 GAL 4 - PM 5 GAL 3 - LS 1 GAL 5 - AT 1 GAL 5 - EK 1 GAL 31 - WM 5 GAL 1 - KB 24" BOX 2 - AM 24" BOX 2 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX1 - AM 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 2 - JM 24" BOX 5 - AT 1 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.8 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 SEE SHEET L-3.1 FOR PARK 'H' PLANTING L-3.13 L-3.11 L-3.12 PLANT LEGEND SS SS SS SS SD SD SD SD SD SS SS SS SS SS SS SS UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL UT L UT L UT L UTL UTL UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL SSSS EA R H A R T W A Y HUGHES LN. DOOLITTLE DR. SH E E T L - 3 . 9 SH E E T L - 3 . 8 SH E E T L - 3 . 1 0 SH E E T L - 3 . 9 SH E E T L - 3 . 1 0 SH E E T L - 3 . 9 SH E E T L - 3 . 9 SH E E T L - 3 . 8 4 - ZS2 24" BOX BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. 1 - TB2 24" BOX DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. 10' MIN FROM WATER AND SEWER LINES, TYP. 10' MIN FROM WATER AND SEWER LINES, TYP. STREET LIGHT, TYP. 24 - LC 1 GAL 10 - CE 5 GAL 74 - JP 1 GAL 40 - CD 1 GAL 16 - PM 5 GAL 24 - AE 1 GAL 28 - LS 1 GAL 5 - EK 1 GAL 5 - AT 1 GAL 1 - PB 24" BOX 6 - TB2 24" BOX 22 - PM 5 GAL 52 - LS 1 GAL 2 - UD 24" BOX 22 - CE 5 GAL 169 - JP 1 GAL 46 - LC 1 GAL 90 - CD 1 GAL 5 - EK 1 GAL 36 - LC 1 GAL 15 - CE 5 GAL 111 - JP 1 GAL 60 - CD 1 GAL 4 - PM 5 GAL 6 - AE 1 GAL 16 - LS 1 GAL 7 - TB2 24" BOX 1 - UD 24" BOX 50 - CD 1 GAL 104 - JP 1 GAL 72 - LS 1 GAL 10 - CE 5 GAL 24 - LC 1 GAL 5 - AT 1 GAL 5 - EK 1 GAL 60 - AE 1 GAL 3 - KB 24" BOX 109 - LS 1 GAL 19 - CE 5 GAL 155 - JP 1 GAL 76 - CD 1 GAL 36 - LC 1 GAL 13 - EK 1 GAL 13 - AT 1 GAL 18 - AE 1 GAL 10 - EK 1 GAL 10 - AT 1 GAL 10 - PM 5 GAL 6 - LS 1 GAL 14 - AE 1 GAL 10 - CE 5 GAL 24 - LC 1 GAL 40 - CD 1 GAL 74 - JP 1 GAL 1 - KB 24" BOX 6 - AE 1 GAL 4 - PM 5 GAL 3 - LS 1 GAL 5 - AT 1 GAL 5 - EK 1 GAL 1 - KB 24" BOX 5 - AT 1 GAL 6 - TE 24" BOX 26 - RM 5 GAL 95 - LS 1 GAL 28 - TJ2 1 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.9 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 REFER TO SHEET L-3.2 FOR PARK 'I' PLANTING L-3.13 L-3.11 L-3.12 PLANT LEGEND SS SS SS SD SD SD SD SD SD SD SD SD SD CO SS SS SS SS SS SS SS SS SS S S WL WL UTL UTLUTLUTLUTLUTLUTLUTLUTLUTL UTL UT L U T L UT L UT L UT L UT L U T L U T L UTL UTL UTL UTL UTL UTL UTL UTL UT L UT L UT L UT L UT L UT L UT L UT L UT L SS DOOLITTLE DR. CO L E M A N L N . SH E E T L - 3 . 1 0 SH E E T L - 3 . 9 SH E E T L - 3 . 1 0 SH E E T L - 3 . 9 DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. 7 - TB2 24" BOX 6 - TB1 24" BOX 9 - TB2 24" BOX HUGHES LN. BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. BIORETENTION BASIN PER CIVIL PLANS, TYP. DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. SIGHT DISTANCE TRIANGLE- NO PLANT MATERIAL EXCEEDING 3' IN HEIGHT IN THIS AREA 10' MIN FROM WATER AND SEWER LINES, TYP. 10' MIN FROM WATER AND SEWER LINES, TYP. SIGHT DISTANCE TRIANGLE- NO PLANT MATERIAL EXCEEDING 3' IN HEIGHT IN THIS AREA 10' MIN FROM WATER AND SEWER LINES, TYP. STREET LIGHT, TYP. 248 - JP 1 GAL 99 - CD 1 GAL 28 - CE 5 GAL 84 - PM 5 GAL 41 - AE 1 GAL 51 - LS 1 GAL 10 - EK 1 GAL 2 - PB 24" BOX 31 - PM 5 GAL 30 - AE 1 GAL 64 - LC 1 GAL 276 - JP 1 GAL 95 - CD 1 GAL 32 - CE 5 GAL 99 - CD 1 GAL 1 - UD 24" BOX 7 - TB2 24" BOX 89 - LS 1 GAL 24 - LC 1 GAL 10 - CE 5 GAL 22 - PM 5 GAL 52 - LS 1 GAL 56 - LC 1 GAL 28 - AT 1 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.10 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 REFER TO SHEET L-3.2 FOR PARK 'I' PLANTING L-3.13 L-3.11 L-3.12 PLANT LEGEND SS S S SS SD SD SD SD SD SD SS SD SD SD CO CO SS SS SS SS SS SS SS WL WL WL WL WL WL WL WL UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UT L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UT L UTL UTL UTL UTL UTL UT L EA R H A R T W A Y WRIGHT BROS. WY. SH E E T L - 3 . 1 1 SH E E T L - 3 . 5 SHEET L-3.11 SHEET L-3.8 SHEET L-3.12 SHEET L-3.11 SHEET L-3.11 SHEET L-3.8 1 - AM 24" BOX 10 - ZS2 24" BOX 4 - ZS1 24" BOX 10 - ZS2 24" BOX YE A G E R C T . BIORETENTION BASIN PER CIVIL PLANS, TYP. SH E E T L - 3 . 1 1 SH E E T L - 3 . 5 DUE TO PARKWAY AND UTILITY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. STREET LIGHT, TYP. 33 - WM 5 GAL 76 - KS 1 GAL 25 - CL2 5 GAL 39 - HS 1 GAL 37 - CL2 5 GAL 76 - HS 1 GAL 37 - WM 5 GAL 117 - KS 1 GAL 14 - CL2 5 GAL 31 - KS 1 GAL 32 - HS 1 GAL 16 - WM 5 GAL 32 - CE 5 GAL 51 - LC 1 GAL 225 - JP 1 GAL 98 - CD 1 GAL 44 - PM 5 GAL 49 - LS 1 GAL 64 - AE 1 GAL 20 - EK 1 GAL 20 - AT 1 GAL 45 - PM 5 GAL 41 - AE 1 GAL 54 - LS 1 GAL 19 - AT 1 GAL 9 - EK 1 GAL 19 - WM 5 GAL 84 - KS 1 GAL 69 - NG 5 GAL 26 - KS 1 GAL 22 - AT 1 GAL 1 - LP 1 GAL 1 - LP 1 GAL 1 - LP 1 GAL 1 - LP 1 GAL 49 - LC 1 GAL 254 - JP 1 GAL 24 - CE 5 GAL 108 - CD 1 GAL 6 - AE 1 GAL 21 - CL2 5 GAL 31 - WM 5 GAL 59 - KS 1 GAL 36 - HS 1 GAL 1 - AM 24" BOX 1 - CL 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - AM 24" BOX 1 - AM 24" BOX 1 - CL 24" BOX 1 - CL 24" BOX 2 - JM 24" BOX SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.11 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 PLANT LEGEND SS S D SD SS UT L UT L UT L UTL UT L U T L UTL SHEET L-3.12 SHEET L-3.11 YE A G E R C T . BIORETENTION BASIN PER CIVIL PLANS, TYP. STREET LIGHT, TYP. 22 - PM 5 GAL 29 - AE 1 GAL 36 - LS 1 GAL 18 - LC 1 GAL 119 - JP 1 GAL 19 - CD 1 GAL 12 - CE 5 GAL 2 - PB 24" BOX 1 - TB2 24" BOX SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.12 L-3.1 L-3.2 L-3.3 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.13 L-3.11 L-3.12 PLANT LEGEND >>>>>>>>>>>>> > >>>>> UT L UT L UT L UT L JE S P E R S E N R D . SH E E T L - 3 . 1 3 A SH E E T L - 3 . 3 SH E E T L - 3 . 1 3 B SH E E T L - 3 . 1 3 A AREA TO RECEIVE 3" DEEP WALK-ON-BARK. 5 - QA STREET LIGHT, TYP. 10 - QA2 5 GAL 5 - PF2 5 GAL 4 - QA 15 GAL 24 - RE 5 GAL 20 - HA 5 GAL 3 - RE 5 GAL >>>>>>>>>>>>>>> SH E E T L - 3 . 1 3 B SH E E T L - 3 . 1 3 A SH E E T L - 3 . 1 3 C SH E E T L - 3 . 1 3 B 17 - QA2 5 GAL AREA TO RECEIVE 3" DEEP WALK-ON-BARK 23 - HA 5 GAL 6 - PF2 5 GAL 24 - RE 5 GAL >> SH E E T L - 3 . 1 3 C SH E E T L - 3 . 1 3 B AREA TO RECEIVE 3" DEEP WALK-ON-BARK 13 - QA2 5 GAL 22 - HA 5 GAL 30 - RE 5 GAL 5 - PF2 5 GAL SHRUBS AS ACHILLEA MILLEFOLIUM 'SONOMA COAST' SONOMA COAST COMMON YARROW 1 GAL L 1 43 AM3 ACHILLEA X 'MOONSHINE' MOONSHINE YARROW 1 GAL L 1 138 AB AGAVE X 'BLUE GLOW' BLUE GLOW AGAVE 5 GAL VL 1 387 AT ANIGOZANTHOS X `BUSH TANGO` BUSH TANGO KANGAROO PAW 1 GAL L 1 466 AE ARCTOSTAPHYLOS X 'EMERALD CARPET' EMERALD CARPET MANZANITA 1 GAL M 1 581 AT2 ARCTOSTAPHYLOS X 'HOWARD MCMINN' HOWARD MCMINN MANZANITA 5 GAL L 1 13 AC ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH 1 GAL L 1 48 BP BACCHARIS PILULARIS 'TWIN PEAKS' TWIN PEAKS COYOTE BRUSH 1 GAL L 1 7 CL2 CALLISTEMON VIMINALIS 'LITTLE JOHN' LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL L 1 190 CD CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL L 1 1,273 CA CEANOTHUS GLORIOSUS 'ANCHOR BAY' ANCHOR BAY POINT REYES CEANOTHUS 1 GAL L 1 17 CE CHONDROPETALUM TECTORUM 'EL CAMPO' EL CAMPO CAPE RUSH 5 GAL L 1 324 CP CISTUS X PURPUREUS ORCHID ROCKROSE 5 GAL L 1 443 DC DIANELLA CAERULEA 'DBB03' CASSA BLUE™ FLAX LILY 1 GAL M 1 809 EB ERIGERON GLAUCUS SEASIDE DAISY 1 GAL L 1 45 EK ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 1 GAL L 1 696 EG ERIOGONUM GRANDE RUBESCENS RED BUCKWHEAT 1 GAL L 1 51 HS HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 1 GAL L 1 904 HA HETEROMELES ARBUTIFOLIA TOYON 5 GAL L 1 70 JP JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L 1 2,566 KS KNIPHOFIA X 'SHINING SCEPTRE' SHINING SCEPTRE HOT POKER 1 GAL L 1 690 LP LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL L 1 11 LC LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE GIANT WILD RYE 1 GAL L 1 628 LI LOMANDRA LONGIFOLIA 'BREEZE' BREEZE™ MAT RUSH 1 GAL L 1 146 LS LOMANDRA LONGIFOLIA 'ROMA 13' PLATINUM BEAUTY® VARIEGATED MAT RUSH 1 GAL L 1 1,036 NG NANDINA DOMESTICA 'GULF STREAM' GULF STREAM HEAVENLY BAMBOO 5 GAL L 1 157 PP PENSTEMON PALMERI PALMER'S PENSTEMON 1 GAL L 1 24 PM PITTOSPORUM 'MOJO' MOJO MOCK ORANGE 5 GAL L 1 448 RE RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEEBERRY 5 GAL L 1 158 RM RHAPHIOLEPIS UMBELLATA 'MINOR' DWARF YEDDA HAWTHORN 5 GAL L 1 26 SB SALVIA X 'BEE'S BLISS' BEE'S BLISS SAGE 1 GAL L 1 33 SC SESLERIA X 'CAMPO AZUL' CAMPO AZUL MOOR GRASS 1 GAL M 1 460 TC TEUCRIUM CHAMAEDRYS GERMANDER 1 GAL L 1 463 VL VERBENA LILACINA 'DE LA MINA' DE LA MINA LILAC VERBENA 1 GAL L 1 56 WM WESTRINGIA FRUTICOSA 'MORNING LIGHT' MORNING LIGHT COAST ROSEMARY 5 GAL L 1 241 WB WESTRINGIA FRUTICOSA 'WES03' BLUE GEM COAST ROSEMARY 5 GAL L 1 267 GROUND COVERS FG FESTUCA GLAUCA BLUE FESCUE 1 GAL L 4 504 RR ROSMARINUS OFFICINALIS 'RENZELS' TAILING ROSEMARY 1 GAL L 4 299 TJ2 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 1 GAL M 3 28 SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS DETAILS QTY NOTE: REFER TO SHEET L-3.0 FOR COMPLETE PLANT LEGEND. Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 PLANTING PLAN L-3.13 L-3.1 L-3.2 L-3.3L-3.13 L-3.4 L-3.5 L-3.6 L-3.7 L-3.8L-3.9L-3.10 L-3.11 L-3.13A L-3.13B L-3.13C L-3.12 PLANT LEGEND SD SD SD SD SD SD SD S D SS SS SS SS SS SS SS S S S S SS SS SS SS SS CO CO CO CO CO CO CO CO CO CO CO CO CO CO SS CO 8" PVC WL BU M P BUM P YIELD YIELD YIE L D BUMP BUMP >> > > > > > >>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> SD SD SD SD SD SD SD SD SD SD SD S D SD S D SD S D S D S D S D S D SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSD SDSDSDSD SD SD SD SD SDSD WL WL WL WL WL WL WL WLWLWLWLWLWLWLWL W L W L W L W L W L W L W L W L W L WLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWLWLWL WLWLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL UTL UTL UTL UTL UTL UT L UT L UT L UT L UTL UTL UTL UTL UT L UT L UT L U T L UT L UTL UT L UT L UT L UT L UT L UT L UTL UT L UT L UT L UT L UT L UT L UT L UTL UTL UT L UT L UT L UT L U T L U T L UT L UT L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTLUTLUTLUTLUTLUTL UTLUTL UT L TEL TEL TEL TEL TEL TEL TEL TELTEL TEL FO COMM TEL TEL COMM TEL TEL TEL TEL TEL TEL TEL OI L OI L OILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOILOIL SS UTL UT L UT L UT L UT L G G UT L UT L UT L UT L UT L UT L M1 M3 M4 BF4 MV4 BF3 MV3 FS3 BF1 MV1 FS1 M2 BF2 MV2 FS2 A B C W- A W- B W- C DW-D A A A A A A A A1 161" A3 16.51" A4 181" A5 3.51" A8 61" A9 191" A7 161" D1 5.51" D3 6.51" D5 71" D7 61" D9 41" A12 41" A13 161" A14 21" A15 111" A16 31" A17 81" A18 11" A19 151" A21 191" E4 81" A29 5.51" A30 171" A34 4.51" A35 121" C1 21" C2 71" C3 5.51" C4 161" C5 31" C6 141" D11 2.51" D12 181" C10 61" C11 41" C12 121" C13 41" C15 111" C17 111" C18 41" C19 111" C20 3.51" C21 121" C22 2.51" C24 121" C25 4.51" C26 121" C27 31" B1 61" B2 101" B3 5.51" B4 30112" B5 25112" B6 30112" B7 141" B8 21" B9 21" B10 11" B11 31" E1 81" B27 4.51" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. FS4 B16 M5FS5MV5BF5 E W-E A2 51" A6 201" A10 2.51" A11 231" D2 81" D4 81" D6 81" D8 81" D10 81" A20 11" A22 3.51" A23 161" E2 91" A24 31" A25 3.51" A26 31" A27 41" A28 111" A31 71" A32 3.51" A33 71" A36 71" A37 3.51" A38 121" C14 181" C16 21" C23 251" E5 -1" A42 -1" C28 -1" C29 -1" C8 121"C9 111" B12 41" B13 91" B14 61" A39 51" B15 91" B17 51" B18 31" B21 61" B22 3.51" A40 41" A41 41" B28 61" B29 2.51" E3 81" B19 51" B23 40112" B25 32112" B26 40112" B24 32112" L-4.00 IRRIGATION PLAN- MAINLINE SCALE: 1" = 100'-0" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 3/31/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 3/31/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE L-4.01 WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . L-4.02 A L-4.02 B 0'100'150'200' HUGHES LN. CO L E M A N L N . DOOLITTLE DR. EA R H A R T W Y . WRIGHT BROS. WY. JE S P E R S E N R D . BUCKLEY RD. PARK 'I' JE S P E R S E N R D . FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE PARK 'H' YE A G E R C T . IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 IRRIGATION NOTES VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 CO CO >>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> GAS M4 BF4 MV4 A B C W - A W- B W- C DW-D A A A A A A1 161" A3 16.51" A4 181" A5 3.51" A8 61" A9 191" A7 161" D1 5.51" D3 6.51" D5 71" D7 61" D9 41" A12 41" A13 161" A14 21" A15 111" A16 31" A17 81" A18 11" A19 151" A21 191" E4 81" A29 5.51" A30 171" A34 4.51" A35 121" D11 2.51" D12 181" E1 81" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. FS4 B16 M5FS5MV5BF5 E W-E A2 51" A6 201" A10 2.51" A11 231" D2 81" D4 81" D6 81" D8 81" D10 81" A20 11" A22 3.51" A23 161" E2 91" A24 31" A25 3.51" A26 31" A27 41" A28 111" A31 71" A32 3.51" A33 71" A36 71" A37 3.51" A38 121" E5 -1" A42 -1" C8 B12 41" B13 91" B14 61" A39 51" B15 91" B17 51" B18 31" B21 61" B22 3.51" A40 41" A41 41" E3 81" B19 51" L-4.01 IRRIGATION PLAN- MAINLINE SCALE: 1" = 50'-0" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 3/31/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 3/31/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE L-4.01 WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . L-4.02 A L-4.02 B 0'50'100'150' HUGHES LN. CO L E M A N L N . DOOLITTLE DR. EA R H A R T W Y . WRIGHT BROS. WY. JE S P E R S E N R D . BUCKLEY RD. PARK 'I' IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 IRRIGATION NOTES VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 M5 MAINTAINED & OWNED BY CFD. S S S H E E T L - 4 . 4 SHEET L-4.5 SHEET L-4.4 FUTURE PHASE M3 BF3 MV3 FS3 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 M2 BF2 MV2 FS2 8.0 8.0 8.0 8.0 8.0 8.0 8.08.0 8.0 8.0 8.0 8.0 8.0 8.0 3 4" 2"2" 3 4" 11 2" 2" 11 2" 11 2" 3 4" 11 2" 3 4" 11 2" 11 2" 2" 3 4" A A C3 5.51" C4 161" B1 61" B2 101" B3 5.51" B4 30112" B5 25112" B6 30112" B7 141" B8 21" B9 21" B10 11" B11 31" B27 4.51" 1"3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 11 2"1" 3 4" 3 4" 3 4" 3 4"3 4" 2" 3 4" 11 2" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 11 2" 1" 3 4" 1"3 4"11 2" 3 4" 3 4" 1" 3 4" 3 4"3 4"3 4"3 4"1" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" B16 8.0 8.0 8.08.0 JE S P E R S E N R D . 1"11 2" 2" 2" 2" 11 2" 11 2" 1" 1" 2" 11 2" 11 2" 1" 1" 1"11 2" 2" RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 1- 1 / 2 " 1- 1 / 2 " B16 21" B20 41" RECLAIMED WATER SIGN, PER CITY STD 8820 B12 41" B13 91" B14 61" A39 51" B15 91" B17 51" B18 31" B21 61" B22 3.51" A40 41" 41" B28 61" B29 2.51" B19 51" B23 40112" B25 32112" B26 40112" B24 32112" RECLAIMED WATER SIGN (2 SIDED), PER CITY STD 8820 S H E E T L - 4 . 4 S H E E T L - 4 . 3 SH E E T L - 4 . 8 SH E E T L - 4 . 3 JE S P E R S E N R D . M1 BF1 MV1 FS1 M2 BF2 MV2 FS2 A B C W - A W - B W - C C5 31" B1 61" B2 101" 11 2" 3 4" 1" 3 4" 3 4" 3 4" WIRE CLOCK 'B' BACK TO MV2 AND CLOCK 'C' TO MV3. PLACE WIRE IN MAINLINE TRENCH. RECLAIMED WATER SIGN, PER CITY STD 8820 B12 41" A39 51" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 L-4.1 IRRIGATION PLAN- PARK 'H' L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SEE INSET 'A' ABOVE INSET 'A' SSSH E E T L - 4 . 1 0 SH E E T L - 4 . 9 DOOLITTLE DR. DOOLITTLE DR. 3 4" 3 4" 3 4"1"11 2"1"3 4" 11 2" 2" 3 4"1" A A A12 41" A13 161" E4 81" E1 81" 3 4"11 2" 3 4"3 4" 1"3 4" 3 4"3 4"1"1"3 4"3 4" 1" 3 4" 3 4" 3 4" 3 4" 1"3 4"3 4"1" 1" 3 4" 3 4" 3 4" CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. M5FS5MV5BF5 E W-E 1" 1"1" VALVE E5 FOR MITIGATION AREA. A10 2.51" A11 231" E2 91" A25 A26 31" E5 -1" E3 81" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 L-4.2 IRRIGATION PLAN- PARK 'I' L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9230 N/A30BUBBLER 42'-44'5.0-8.0 0.25 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SD GAS GAS GAS GAS GAS GAS OILOILOILOILOILOILOIL SE E I N S E T ' A ' , A B O V E SH E E T L - 4 . 3 A 11 2" 3 4" 1" NEW RECYCLED WATER SIGNAGE. C9 111" SS SS SD SS >>>>>>>>> > GAS GAS GAS GAS GAS GAS GAS GAS SE E I N S E T ' A ' , A B O V E SH E E T L - 4 . 3 S H E E T L - 4 . 4 S H E E T L - 4 . 3 SH E E T L - 4 . 8 SH E E T L - 4 . 3 JE S P E R S E N R D . HUGHES LN. FUTURE PHASE M1 M4 BF4 MV4 BF1 MV1 FS1 M2 BF2 MV2 FS2 3 4"1"1"3 4" 1" 1"3 4"3 4" 11 2" 11 2"11 2"3 4" 1" 3 4" 3 4" A B C W - A W - B W - C 1" 3 4" 3 4" 11 2" 11 2" 3 4" DW-D1" 3 4"3 4" 3 4"3 4" 3 4" A JE S P E R S E N R D . BUCKLEY RD. D1 5.51" C5 31" C6 141" D11 2.51" D12 181" B1 61" 11 2"11 2" 1"3 4" 11 2" 1" 3 4" 3 4" 1" 1" 3 4" 3 4" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. C7 31" SH E E T L - 4 . 1 2 A SH E E T L - 4 . 1 3 3 4" FS4 WIRE CLOCK 'B' BACK TO MV2 AND CLOCK 'C' TO MV3. PLACE WIRE IN MAINLINE TRENCH. INSTALL MAINLINE AT TOP OF SLOPE, TYP. 3FT RETAINING WALL, TYP. SEE CIVIL ENGINEERING PLAN FOR MORE INFORMATION. RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 1-1 / 2 " 1-1/2" RECLAIMED WATER SIGN, PER CITY STD 8820 MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. D2 81" C8 121"C9 11 A39 51" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.3 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 S S S H E E T L - 4 . 4 S H E E T L - 4 . 3 SHEET L-4.5 SHEET L-4.4 FUTURE PHASE M1 M3 BF3 MV3 FS3 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 BF1 MV1 FS1 M2 BF2 MV2 FS2 8.0 8.0 8.0 8.0 8.0 3 4" 2"2" 3 4" 11 2" 2" 3 4" 11 2" 3 4" 11 2" 11 2" 2" A C1 21" C2 71" C3 5.51" C4 161" C10 61" C11 41" B1 61" B2 101" B3 5.51" B4 30112" B5 25112" B6 30112" B7 141" B8 21" B9 21" B10 11" B11 31" B27 4.51" 3 1"3 4" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 11 2" 1" 3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 3 4"3 4" 2" 3 4" 11 2" 3 4" 1" 3 4" 3 4" 3 4" 3 4" 3 4"3 4"3 4"3 4"1" 8.0 JE S P E R S E N R D . 11 2" 2" 2" 2" 11 2" 11 2" 1" 1" 2" 11 2" 2" RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 1- 1 / 2 " B28 61" B29 2.51" B23 40112" B25 32112" B26 40112" B24 32112" IRRIGATION PLAN L-4.4 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL UTLUTL SHEET L-4.5 SHEET L-4.4 SHEET L-4.6 SHEET L-4.5 SH E E T L - 4 . 5 NO T I N S C O P E SH E E T L - 4 . 1 1 SH E E T L - 4 . 5 JE S P E R S E N R D . WRIGHT BROS. WY. WRIGHT BROS. WY. J E S P E R S E N R D . FUTURE PHASEFUTURE PHASE FUTURE PHASE FUTURE PHASE 8.0 8.0 C12 121" C13 41" C15 111" 11 2" 1" 3 4" 3 4" 3 4" 3 4" 3 4" 11 2" 3 4" 3 4"3 4" 3 4" 3 4"3 4" 1" 11 2" 1" 3 4" 1" 1"1" 3 4"1" 3 4" 3 4" 1"11 2" RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. INSTALL ALL VALVE BOXES IN ROUNDABOUTS IN CONC. VALVE BOXES WITH CONC. COLLAR, PER DETAIL 37, SHEET L-5.4. RECLAIMED WATER SIGN, PER CITY STD 8820 C14 181" C16 21" RECLAIMED WATER SIGN (2 SIDED), PER CITY STD 8820 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.5 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS SS SD SD SD SD SD SD SD SD SD SD SD WL WL WL WL WL WL WL WL WL WL UTL UTL UTL UT L SHEET L-4.7 SHEET L-4.6 J E S P E R S E N R D . VENTURE DR. VENTURE DR. FUTURE PHASE FUTURE PHASE FUTURE PHASE FUTURE PHASE C17 111" C18 41" C19 111" C20 3.51" C21 121" C22 2.51" C24 121" C25 4.51" 3 4" 3 4" 3 4" 3 4" 1" 3 4" 11 2" 3 4" 3 4" 1" 11 2" 1" 11 2" 3 4" 11 2" 1" 3 4" 3 4" 1" 3 4" 3 4"3 4" VALVE C30 FOR MITIGATION AREA. VALVE C31 FOR MITIGATION AREA. RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 1-1/2" 1-1/2" MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. INSTALL ALL VALVE BOXES IN ROUNDABOUTS IN CONC. VALVE BOXES WITH CONC. COLLAR, PER DETAIL 37, SHEET L-5.4. C23 251" C28 -1" C29 -1" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.6 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS > SHEET L-4.7 SHEET L-4.6 NOT IN SCOPE SHEET L-4.7 JE S P E R S E N R D . A C26 121" C27 31" 1" 3 4" 3 4" 3 4"3 4" 11 2" 1" 3 4" 3 4" 1" 3 4" 3 4" VALVE C31 FOR MITIGATION AREA. RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, RECLAIMED WATER SIGN, PER CITY STD 8820 RECLAIMED WATER SIGN, PER CITY STD 8820 C29 -1" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.7 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS SS SS SS SS SH E E T L - 4 . 8 SH E E T L - 4 . 3 SH E E T L - 4 . 9 SH E E T L - 4 . 8 SH E E T L - 4 . 9 SH E E T L - 4 . 8 SHEET L-4.11 SHEET L-4.8 EA R H A R T W A Y JE S P E R S E N R D . HUGHES LN. 5.0 5.0 5.0 5.0 8.0 8.0 8.0 3 4"1"1"3 4" 1" 1"3 4"3 4" 11 2" 11 2"11 2"3 4" 1" 3 4"3 4" 3 4" 3 4" 3 4" 11 2" 11 2" A B C W - A W - B W - C 11 2" 11 2" 3 4" A A1 161" A3 16.51" A4 181" A14 21" A15 111" A16 31" A17 81" A29 5.51" A30 171" 3 4" 3 4" 3 4" 3 4" 11 2" 1" 3 4" 1"3 4"11 2" 3 4" 3 4" 1" 3 4" 3 4" 11 2" 1" 3 4" 3 4" 3 4" 3 4" 1" 3 4"3 4" 3 4" 3 4" 1" 3 4" 3 4" 3 4" 11 2"1"3 4" 3 4" 1" 3 4" 3 4" 3 4" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. 3 4" 11 2"1" 3 4" 3 4" 3 4" 1"3 4" 3 4" 3 4" 3 4" 3 4" 3 4" 3 4" B16 8.0 8.0 1" 11 2" 11 2" 1" WIRE CLOCK 'B' BACK TO MV2 AND CLOCK 'C' TO MV3. PLACE WIRE IN MAINLINE TRENCH. RECLAIMED WATER SIGN, PER CITY STD 8820 1- 1 / 2 " 1-1/2" MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. B16 21" B20 41" A2 51" A27 41" A28 111" A31 71" A32 3.51" A33 71" B12 41" B13 91" B14 61" A39 51" B15 91" B17 51" B18 31" B21 61" B19 51" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.8 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS SS SS SH E E T L - 4 . 9 SH E E T L - 4 . 8 SH E E T L - 4 . 1 0 SH E E T L - 4 . 9 SH E E T L - 4 . 1 0 SH E E T L - 4 . 9 SH E E T L - 4 . 9 SH E E T L - 4 . 8 EA R H A R T W A Y HUGHES LN. DOOLITTLE DR. 3 4"3 4"1" 1"3 4"1"3 4" 11 2" 11 2" 1" 11 2"3 4" 11 2" 1"3 4" 3 4" 1" 3 4" 3 4"1" 2" A A A4 181" A5 3.51" A12 41" A13 161" E1 81" 3 4"11 2" 3 4"3 4" 1"3 4" 3 4" 3 4" 3 4"3 4"1"1"3 4"3 4" 1" 3 4" 3 4" 1"3 4"3 4"1" 1" 3 4" 3 4" 3 4" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. M5FS5MV5BF5 1" 1"1" RECLAIMED WATER SIGN, PER CITY STD 8820 1- 1 / 2 " MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. A6 201" A11 23 E2 91" A24 31" A25 3.51" A26 31" E3 81" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.9 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9230 N/A30BUBBLER 42'-44'5.0-8.0 0.25 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS SS SS CO SH E E T L - 4 . 1 0 SH E E T L - 4 . 9 SH E E T L - 4 . 1 0 SH E E T L - 4 . 9 HUGHES LN. DOOLITTLE DR. CO L E M A N L N . 1" 1"3 4" 1"3 4" 3 4" 1"1" 1"1" 3 4" 11 2" 1" 3 4" 3 4" 3 4" 3 4"1"11 2"1"3 4" 11 2" 2" 3 4"1" 3 4" 3 4" 3 4" A8 61" A9 191" A7 161" 11 2" 1" 3 4" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. M5FS5MV5BF5 E W-E 1" A10 2.51" A11 231" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.10 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9230 N/A30BUBBLER 42'-44'5.0-8.0 0.25 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 SS S S SS SS SHEET L-4.11 SHEET L-4.8 SHEET L-4.12 SHEET L-4.11 EA R H A R T W A Y WRIGHT BROS. WY. 8.0 8.0 8.0 A A A18 11" A19 151" A21 191" A34 4.51" A35 121" 3 4" 1" 3 4" 11 2" 3 4" 3 4" 11 2" 1" 3 4" 3 4" 11 2" 3 4" 3 4"1"1"3 4" 11 2" 3 4" 3 4"11 2" 3 4" 11 2" 1" 1" 1" 3 4" 3 4" 11 2" 3 4"3 4" 3 4" 3 4" 3 4"1" 3 4" 3 4" DUE TO PARKWAY CONSTRAINTS, STREET TREES HAVE BEEN LOCATED IN THE INDIVIDUAL FRONT YARDS. TREES WILL BE INSTALLED AND IRRIGATED AT THE TIME OF HOME CONSTRUCTION. 3 4" 1" 3 4" 3 4" 1"3 4" 3 4" 11 2"1" 3 4" 3 4" 3 4" 3 4" 3 4" VALVE A42 FOR MITIGATION AREA. 1-1/2" 1 - 1 / 2 " MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. B20 A20 11" A22 3.51" A23 161" A32 A33 71" A36 71" A37 3.51" A38 121" A42 -1" B21 61" B22 3.51" A40 41" A41 41" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.11 L-4.1 L-4.2 L-4.3L-4.13 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A SS SHEET L-4.12 SHEET L-4.11A 3 4" 3 4"11 2" 3 4" 1" 3 4" 11 2" 1" 1" 1" 3 4" 3 4" YE A G E R C T . A22 3.51" A23 161" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.12 L-4.1 L-4.2 L-4.3L-4.13 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 L-4.11 IRRIGATION NOTES PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9245 N/A30BUBBLER 42'-44'5.0-8.0 0.25 SEE SHEET L-5.4 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 >>>>>>>>>>>>> > >>>>> SH E E T L - 4 . 1 2 B SH E E T L - 4 . 1 2 A M4 BF4 MV4 3 4"3 4" 1" 1" 3 4"DW-D 3 4" 1" 1" 3 4"3 4" 3 4"3 4" 3 4" D1 5.51" D3 6.51" 3 4" C7 31" SH E E T L - 4 . 1 2 A SH E E T L - 4 . 1 3 FS4 INSTALL MAINLINE AT TOP OF SLOPE, TYP. CONCRETE CURB WITH 6' FENCE TO BE INSTALLED AT TOP OF SLOPE, TYP. SEE DETAIL #, SHEET L-2.1. 3FT RETAINING WALL, TYP. SEE CIVIL ENGINEERING PLAN FOR MORE INFORMATION. 1-1/2" MAINLINE STREET CROSSINGS SHALL HAVE A 4" DIA. SLEEVE, TYP. D2 81" D4 81" >>>>>>>>>>>>>>>>>>>>>> SH E E T L - 4 . 1 2 B SH E E T L - 4 . 1 2 A SH E E T L - 4 . 1 2 C SH E E T L - 4 . 1 2 B 3 4" 3 4" 1" 3 4"3 4" 1" 3 4"3 4"3 4"3 4" 1" 1" D5 71" D7 61" INSTALL MAINLINE AT TOP OF SLOPE, TYP. CONCRETE CURB WITH 6' FENCE TO BE INSTALLED AT TOP OF SLOPE, TYP. SEE DETAIL #, SHEET L-2.1. 3FT RETAINING WALL, TYP. SEE CIVIL ENGINEERING PLAN FOR MORE INFORMATION. 1" D6 81" D8 81" >>>>>>>>>>>>>>>>>>>>> SH E E T L - 4 . 1 2 C SH E E T L - 4 . 1 2 B 1" 3 4"3 4"3 4"3 4" 1" 3 4"3 4"1"3 4" D7 61" D9 41" INSTALL MAINLINE AT TOP OF SLOPE, TYP. CONCRETE CURB WITH 6' FENCE TO BE INSTALLED AT TOP OF SLOPE, TYP. SEE DETAIL #, SHEET L-2.1. 3FT RETAINING WALL, TYP. SEE CIVIL ENGINEERING PLAN FOR MORE INFORMATION. D8 81" D10 81" RECLAIMED WATER SIGN, PER CITY STD 8820 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION 0'20'40'60' SCALE: 1" = 20'-0" LANDSCAPE IMPROVEMENT PLANS Park 'H' SHEET KEY (N.T.S.) VENTURE DRIVE JE S P E R S E N R O A D YE A G E R C T . EA R H A R T W A Y FOXTROT COURT EA R T H W O O D L A N E VENTURE DRIVE Park 'I' WRIGHT BROS. WY. JE S P E R S E N R O A D BUCKLEY DRIVE HUGHES LN. DOOLITTLE DR. CO L E M A N L N . TRACT 3089 IRRIGATION PLAN L-4.13 L-4.1 L-4.2 L-4.3 L-4.4 L-4.5 L-4.6 L-4.7 L-4.8L-4.9L-4.10 IRRIGATION NOTES IRRIGATION HEADS VALVE NUMBER VALVE FLOW (GPM) VALVE SIZE # ##" VALVE CALLOUT SEE SHEET L-5.4 PRECIP (IN/HR)DESCRIPTIONSYMBOL PSI FLOW (GPM)RADIUS (FT.) TURF ROTOR: RW: HUNTER I-20-06-SS-PRB-R (NOZZLE AS NOTED ON PLAN) CFD: INSTALL PER CITY STD. #8650 DEEP ROOT BUBBLER: RW: RAINBIRD RWS-B-C-1401-SOCK-GRATE-P POTABLE: RAINBIRD RWS-B-C-1401-SOCK INSTALL (2) PER TREE ON EITHER SIDE OF TREE AT OUTSIDE EDGE OF ROOTBALL. CFD: INSTALL PER CITY STD. #8670 HOA: INSTALL PER DETAIL 32, SHEET L-5.3 ~0.55-0.9230 N/A30BUBBLER 42'-44'5.0-8.0 0.25 #RW RW POTABLE IRRIGATION LEGEND DESCRIPTIONSYMBOL NOTE LATERAL LINE: RW: CL. 200 PVC PIPE (RW SOLID PURPLE) POTABLE: CL. 200 PVC PIPE (WHITE) DRIPLINE: RW: 5/8" I.D. POLY PIPE (RW SOLID PURPLE) NETAFIM TLRWP W/ RAINBIRD PC EMITTERS POTABLE: 5/8" I.D. POLY PIPE NETAFIM TLDL W/ RAINBIRD PC EMITTERS DRIPLINE ADAPTER: PVC TO POLY DRIPLINE ADAPTER AIR VACUUM RELIEF VALVE: CRISPIN 2" AL SERIES, NPT MINIMUM PIPE SIZE = 3/4" CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'G' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 30A & 30B, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'J' CFD: INSTALL PER CITY STD. #8660 HOA: INSTALL PER DETAIL 27, SHEET L-5.3 AIR VACUUM RELIEF VALVE PER MANUFACTURER'S SPECIFICATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DET. 2, SHT. L-4.4 A L-4.13 L-4.11 L-4.12 IRRIGATION LEGEND B DESCRIPTIONSYMBOL NOTE MV2 BF2 FS2 W-B M1 RESIDENTIAL STREETSCAPES | PASEOS: POTABLE WATER METER (2") PARK 'H': RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR JESPERSON | BUCKLEY FRONTAGE: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR LANDSCAPE BERM: RECYCLED WATER METER (1") - TEMPORARY POTABLE CONNECTION AS APPROVED BY CITY INSPECTOR PARK 'I': POTABLE WATER METER (1") TRADITIONAL CONTROLLER: CALSENSE CS300, WITH CS3-SSE2 (ENCLOSURE) / CS3-GR-KIT (CELLULAR) / CS3-W-KIT (WEATHER SENSOR) / FM-1.5B (FLOW SENSOR) TRADITIONAL CONTROLLER: RAINBIRD ESP-12-LXMEF, W/ IQ NCC-4G CELLULAR CARTRIDGE MOUNTED IN V.I.T. ENCLOSURE (MODEL #SB-16-SS) W/ RAINBIRD WR2-RFC RP BACKFLOW PREVENTER: FEBCO LF825YA (2") BF1, (1.5") BF4 TEMPORARY RP BACKFLOW PREVENTER: FEBCO LF825YA (2"), THEN PRESSURE REGULATOR AND STRAINER: WILKENS 500XL-HR-G WITH BRONZE WYE STRAINER NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-200-RW, WITH FLOW SENSOR: CALSENSE FM-1.5B NORMALLY OPEN MASTER VALVE: SUPERIOR 3300-150, WITH FLOW SENSOR: RAINBIRD FS100B ELECTRIC CONTROL VALVE: RW: IRRITROL 100-RW60-OMR100 POTABLE: IRRITROL 100-RW60-OMR100 DRIP CONTROL ZONE: RW: RAINBIRD XCZ-100-PRBR POTABLE: RAINBIRD XCZ-100-PRBCOM QUICK COUPLER VALVE: RW: RAINBIRD 44-NP POTABLE: RAINBIRD 44-LRC BALL VALVE: LANDSCAPE PRODUCTS BRASS BALL VALVE MAINLINE RW: SCH. 40 PVC PIPE (RW SOLID PURPLE) POTABLE: SCH. 40 PVC PIPE (WHITE) PIPE & WIRE SLEEVE: SCH. 40 PVC CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'A'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'B'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'C'. HOA WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'D'. CFD WATER METER. SEE CIVIL DRAWINGS. IRRG. SYSTEM OPERATED BY CONTROLLER 'E'. VERIFY FINAL SPECIFICATION W/ CITY PARKS & RECREATION. INSTALL PER LOCAL CODES & MANUFACTURERS INSTRUCTIONS. INSTALL RECEIVER INSIDE CONTROLLER ENCLOSURE. INSTALL PER CITY STD. #8520. INSTALL PER DETAIL 17 & 18, SHEET L-5.3 INSTALL BF1 PER CITY STD. #8560. INSTALL BF4 PER DETAIL 19, SHEET L-5.3. INSTALL PER CITY STD. #8560. WHEN CONNECTED TO RW, REMOVE RP BACKFLOW PREVENTER, RETURN TO WATHEN CASTANOS HOMES, AND INSTALL PRESSURE REGULATOR & STRAINER PER CITY STD. #8560. INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER CITY STD. #8550. SUGGESTED OPERATING RANGE: 4-80 GPM INSTALL PER DETAIL 21 & 22, SHEET L-5.3. SUGGESTED OPERATING RANGE: 2-40 GPM SIZE PER VALVE KEY. CFD: INSTALL PER CITY STD. #8620 HOA: INSTALL PER DETAIL 23, SHEET L-5.3 SIZE PER VALVE KEY. CFD: LF: 0.25 - 12 GPM | MF: 0.25 - 25 GPM HOA: 0.25 - 12 GPM | MF: 0.25 - 25 GPM INSTALL PER DETAIL 24, SHEET L-5.3 CFD: INSTALL PER CITY STD. #8630 HOA: INSTALL PER DETAIL 26, SHEET L-5.3 LINE SIZE. CFD: INSTALL PER CITY STD. #8640 HOA: INSTALL PER DETAIL 25, SHEET L-5.3 2" SIZE UNLESS NOTED OTHERWISE. MIN. 18" DEPTH TO TOP OF PIPE ON RESIDENTIAL STREETS. CFD: INSTALL PER CITY STD. #8610 HOA: INSTALL PER DETAIL 28 & 29, SHEET L-5.3 CFD: INSTALL PER DETAIL 28, SHEET L-5.3 HOA: INSTALL PER DETAIL 28, SHEET L-5.3 SEE SHEET L-5.4, IRRIGATION NOTE 'F' M2 M3 M4 A W-A BF1 MV1 FS1 MV3 FS3 BF3 D W-D BF4 MV4 FS4 48 32 12 RW POTABLE RW POTABLE RW POTABLE E W-E C W-C 40 8 M5 NOT TO SCALEIRRIGATION CONTROLLER5 NOT TO SCALEMASTER VALVE & FLOW SENSOR6 NOT TO SCALEBACKFLOW PREVENTER7 NOT TO SCALEPIPE TRENCHING & THRUST BLOCKS8 NOT TO SCALESHRUB PLANTING1 NOT TO SCALETREE PLANTING & STAKING - 15 GAL.2 NOT TO SCALETREE PLANTING & STAKING - 24" BOX+3 NOT TO SCALEGROUNDCOVER LAYOUT4 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 LANDSCAPE DETAILS PLANTING & IRRIGATION L-5.1 NOT TO SCALEDRIP IRRIGATION13 NOT TO SCALETREE BUBBLER14 NOT TO SCALERECYCLED WATER TAGS & LABELS15 NOT TO SCALERECYCLED WATER SIGNS16 NOT TO SCALEELECTRIC CONTROL VALVE9 NOT TO SCALEQUICK COUPLER VALVE10 NOT TO SCALEBALL VALVE11 NOT TO SCALEPOP-UP SPRINKLER12 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahc i L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 LANDSCAPE DETAILS PLANTING & IRRIGATION L-5.2 OF PIPE (e.g. 2" PIPE = 1 C.F. CONC.) 2. USE 1/2 C.F. OF CONCRETE PER DIA. INCH BLOCKS. LARGER SHALL RECEIVE CONCRETE THRUST 1. SUPPLY LINES 1-1/2" IN DIAMETER AND BACKFLOW PREVENTER W/ PRESS. REG.19AUTOMATIC CONTROLLER17 23 AUTOMATIC VALVE PVC BALL VALVE25 QUICK COUPLER VALVE26 TYPICAL PIPE TRENCHING THRUST BLOCKS2928NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE FLUSH AT TURF, 1/4" AT SHRUBS/GROUNDCOVER DRIP CONTROL ASSEMBLY24 NOT TO SCALE 27 PVC TO POLY ADAPTER NOT TO SCALE 4 1 3 12 10 76715 1616 3 2 5 13 14 2 1 5 4 NOTES INSTALL DEVICE WITH 4" THK. CONCRETE PAD (REINFORCED) UNDERNEATH. 8 F.G. 12" TYPICAL 4" 3 1 2 6 5 4 7 8 4 12 11 10 9 15 14 131716 17 6 7 5 4 3 2 1 8 9 11 12 14 13 15 16 A9 10 18 18 19 WEATHER SENSOR - MOUNT OPTS. 19 19 WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. PREFERRED: CLIMATE LOGIC WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP GUTTEMOUNT. 1 NOT TO SCALE PRESSURE REGULATOR & STRAINER RWRW 20 18"MIN. 18"MIN. 4" FLOW SENSOR21NOT TO SCALEMASTER VALVE 22 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE POP-UP ROTOR HEAD31 NOT TO SCALE30BDRIP LINE & EMITTERS TREE BUBBLER32 NOT TO SCALE30ADRIP LINE & EMITTERS NOT TO SCALE NOT TO SCALE LANDSCAPE DETAILS PLANTING & IRRIGATION L-5.3 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 HOA AREA ONLY ” ” ” ” ” 34MAWA-ETWU CALCULATIONS:33 35 36 -IRRIGATION NOTES LANDSCAPE DETAILS PLANTING & IRRIGATION -PLANTING NOTES L-5.4 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC 6/3/25 22-0017 & 22-0041 These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/25 6/3/25 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS TRACT 3089 IRRIGATION NOTES A.IRRIGATION PLANS ARE DIAGRAMMATIC! ACTUAL LINE AND HEAD PLACEMENT SHALL BE DETERMINED ON SITE DURING CONSTRUCTION. CONTRACTOR SHALL ADJUST NOZZLE RADIUS (TO ACHIEVE 100% COVERAGE) BASED ON PLAN LAYOUT & IN-FIELD DIMENSIONS. B.POINT OF CONNECTION (P.O.C.) FOR RESIDENTIAL STREETSCAPES, PARK 'I', & PASEOS AT NEW 2" TEMPORARY DOMESTIC WATER METER AND RECYCLED WATER METER; P.O.C. FOR PARK 'H' AT NEW 1" TEMPORARY DOMESTIC WATER METER AND RECYCLED WATER METER; P.O.C. FOR JESPERSON AND BUCKLEY FRONTAGE AT NEW 1" TEMPORARY DOMESTIC WATER METER AND RECYCLED WATER METER; P.O.C. FOR LANDSCAPE BERM AT NEW 2" TEMPORARY DOMESTIC WATER METER AND RECYCLED WATER METER. ALL P.O.C.'S SHALL BE PROVIDED BY GENERAL CONTRACTOR. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. C.SYSTEM DESIGN BASED ON 80 P.S.I. STATIC WATER PRESSURE (112-129 P.S.I. WITH FUTURE RW). MINIMUM OPERATING PRESSURE SHALL BE 30 P.S.I. FOR DRIP, SPRAY, AND BUBBLERS, AND 45 P.S.I. FOR ROTORS. VERIFY WATER PRESSURE PRIOR TO INSTALLATION. INSTALL PRESSURE REGULATOR IF STATIC PRESSURE EXCEEDS 85 P.S.I. D.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR 100% COVERAGE AT NO ADDITIONAL COST TO OWNER. SITE DIMENSIONS SHOULD BE THOROUGHLY CHECKED BY CONTRACTOR PRIOR TO BIDDING AND CONSTRUCTION. DISCREPANCIES SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. E.REFER TO THE SPECIFICATIONS PRIOR TO BIDDING AND CONSTRUCTION (DOCUMENTS ARE INCOMPLETE WITHOUT SPECIFICATIONS). F.ALL LINES (MAINLINES & LATERALS) & CONTROL WIRES UNDER PAVING SHALL BE SLEEVED. CONTRACTOR SHALL INSTALL SLEEVES IN STRAIGHT LINES FROM PLANTER TO PLANTER. PLACE DESIGNATED LINE (& WIRES) INSIDE SLEEVE PRIOR TO INSTALLATION. SLEEVES SHALL BE 2x LINE SIZE. ALL MAINLINE STREET CROSSINGS SHALL HAVE A 4" SLEEVE. G.PIPE SIZES SHOWN ON THE PLAN CONTINUE DOWNSTREAM, TO THE NEXT SIZE LABEL, TYPICAL. H.INSTALL ALL VALVE BOXES & QUICK COUPLER VALVE BOXES WITHIN 12" OF CURB OR WALKWAY. NO EXCEPTIONS. I.IRRIGATION EQUIPMENT MAY BE SHOWN OUTSIDE OF PLANTERS FOR CLARITY. INSTALL ALL EQUIPMENT IN PLANTERS UNLESS NOTED OTHERWISE. J.INSTALL TWO (2)- 1 GPH EMITTERS PER 1 GAL. CONTAINER, 3- 1 GPH/5 GAL., 2- 2 GPH/15 GAL., AND 3- 2 GPH/24" BOX. INSTALL EMITTERS AT EQUAL DISTANCE AROUND ROOTBALL. INSTALL DRIP OPERATION INDICATOR (RAINBIRD #OPERIND) ADJACENT TO EACH VALVE. K.SYSTEM IS DESIGNED FOR A MINIMUM OPERATING RANGE OF 7 GPM TO A MAXIMUM OF 105 GPM PER FLOW SENSOR SPECIFICATIONS. DO NOT EXCEED THESE PARAMETERS. L.120v ELECTRICAL FOR AUTOMATIC CONTROLLER SHALL BE STUBBED OUT BY ELECTRICAL CONTRACTOR. FINAL HOOKUP TO NEW CLOCK SHALL BE BY LANDSCAPE CONTRACTOR. M.ALL COMPONENTS UTILIZED FOR RW IRRIGATION SYSTEM SHALL BE INSTALLED WITH PURPLE RECYCLED WATER MARKINGS (MAINLINE, LATERALS, HEADS, VALVES, & BOXES). REFER TO CITY STD. #8810 & #8820 FOR CITY OF SAN LUIS OBISPO RECYCLED WATER NOTES. N.IRRIGATION DESIGN COMPLIES WITH THE CRITERIA OUTLINED IN THE ORDINANCE AND APPLIES THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. PLANTING NOTES A.QUANTITIES AND SIZES SHOWN IN THE PLANT LEGEND ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. NOTIFY PROJECT LANDSCAPE ARCHITECT OF ANY MAJOR DISCREPANCIES. B.ALL PLANTER AREAS, AS DESIGNATED ON THE PLAN, SHALL BE PREPARED AND AMENDED PER THE SPECIFICATIONS. SOIL AMENDMENTS AND PREPARATION SHALL CONFORM TO STATE AB1881 AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCES. C.ALL TREES PLANTED WITHIN 7' OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A DEEP ROOT PLANTER, PER DETAILS 2 & 3. D.INSTALL MINIMUM 3" THICK BARK MULCH IN ALL PLANTING AREAS (EXCEPT BIORETENTION PLANTERS ALONG VENTURE DRIVE). REFER TO SPECIFICATIONS FOR TYPE. PROVIDE SAMPLE FOR APPROVAL. E.ADJUST PLANT MATERIAL AS NECESSARY AROUND UTILITY LOCATIONS. NOTIFY LANDSCAPE ARCHITECT OF ANY MAJOR CONFLICTS OR NECESSARY ADJUSTMENTS. F.REVIEW THE PLANTING AND IRRIGATION SPECIFICATIONS PRIOR TO BIDDING. IF NOT PROVIDED, CONTACT THE LANDSCAPE ARCHITECT. RESIDENTIAL STREETSCAPES | PARK 'I' | PASEOS MAWA-ETWU CALCULATIONS: PARK 'H' MAWA-ETWU CALCULATIONS: JESPERSON | BUCKLEY FRONTAGE MAWA-ETWU CALCULATIONS: LANDSCAPE BERM WIDTH PER PLAN (MEANDERS) LOW-POINT PER F.G. ON CIVIL DWGS. (TOP OF COBBLES) LANDSCAPE BOULDER, 2'-4' DIA. (VARIES), BURY INTO SOIL 13 OF HEIGHT. 4"-6" DIA. RIVER ROCK PER PLAN & DETAIL. BURY INTO SOIL 1/3 OF HEIGHT & COMPACT. 12" DEEP SOIL AMENDMENT PER SPECS WHERE PLANTING OCCURS COMPACTED SUB-GRADE & SURROUNDING COBBLES PROVIDE TOE OF SLOPE EROSION PROTECTION (ALL SIDES) REFER TO CIVIL ENG. DRAWINGS FOR CATCH BASIN LOCATIONS AND DRAIN OUTLETS -BASIN COBBLES & BOULDERS -BASIN COBBLES & BOULDERS 37 CONCRETE VALVE BOX NOT TO SCALE NO PA R K I N G W L WL W L W L W L W L WL WL WL WL WL WLRCW RC W RC W R C W RCWRCWRCWRCWRCW R C W R C W R C W SS S S S S S S S S S S S S SS SS SS SD SD S D S D SD SD SD SD S D S D S D S D SD SD SD L1L2C 1 L4 C2L6 C 3 C4 L5 C6 C 7 L8 C9 L9 C11L10 C 1 4 C1 5 C1 6 C1 7 C1 8 C 1 9 C20 C21 C2 3 C24 C25 C2 6 L1 1 C2 7 L13 C28 L1 5 C2 9 L17 L18C 3 0 L2 0 L21 L22 L2 3 L2 4 C31L26 L2 7 L28 C32 L3 0 L31 L3 2 C33 L34 L3 5 L36 C3 4 L3 8 L3 9 C3 5 L41 L4 2 L43 L4 4 L45 L46 C36 L4 8 L4 9 C37 L51 L5 2 C38 L54 C 3 9 L5 6 L57 L5 8 L59 L6 0 N 8 8 ° 4 0 ' 1 3 " W 1 9 2 . 9 9 ' S 1°19'47" W 424.47' Δ=5°02'44" R=179.00', L=15.76' S 5 6 ° 5 6 ' 3 9 " E 3 2 . 2 5 ' Δ = 9 0 ° 0 0 '00" R = 1 9 . 0 0 ' , L =29.85' N 3 3 ° 0 3 ' 2 1 " E 1 6 2 . 2 4 ' Δ=31°43'35" R=270.00',L=149.51' N 1°19'46" E 36.97' N 2°39'27" W 14.82' Δ=25°46'24" R=35.00', L=15.74' N 1°19'53" E 40.00' N 88°41'05" W 4.00' N 1°21'03" E 20.00' S 88°34'36" E 4.00' C44 C45 C46 C4 7 SD SD SD SD SD SD SD SD SD P T : 3 0 + 9 5 . 2 9 ' PC : 6 + 8 6 . 6 0 ' PT : 8 + 5 2 . 7 2 ' 5+ 0 0 6+ 0 0 7+ 0 0 8+00 9+00 10+00 PC : 6 + 8 6 . 6 0 ' PT : 8 + 5 2 . 7 2 ' 31 + 0 0 P T : 3 0 + 9 5 . 2 9 ' C5 C 4 3 C6 9 > OFFSET GRAVEL CHAMBER N:2283508.36 E:5765465.96 OFFSET GRAVEL CHAMBER N:2283398.39 E:5765463.41 OFFSET GRAVEL CHAMBER N:2283229.56 E:5765440.50 OFFSET GRAVEL CHAMBER N:2283207.38 E:5765517.36 SD SD SD SD CO CO CO CO CO CO SD SD N 18°19'32" E 6.31' Δ=17°04'10" R=34.85', L=10.38' N 4°36'50" E 19.76' 18x18 CB # RIM=120.66 FL(IN)=115.67 FL(OUT)=115.67 WL Line Table Line # L1 L2 L4 L5 L6 L8 L9 L10 L11 L13 Length 3.00 158.08 4.14 19.21 223.09 12.83 68.42 228.03 76.42 145.49 Direction S88°40'12"E S1°19'48"W S13°09'05"W N25°37'58"W S1°19'48"W N1°19'48"E N88°40'12"W S1°19'48"W S88°40'12"E S1°19'48"W Line Table Line # L15 L17 L18 L20 L21 L22 L23 L24 L26 L27 Length 68.42 153.50 4.39 76.42 12.39 12.39 3.00 13.58 17.00 72.00 Direction N88°40'33"W N1°19'48"E S1°19'48"W N88°40'12"W N1°19'48"E S1°19'40"W N88°40'12"W N88°40'12"W S1°19'48"W N88°40'12"W Line Table Line # L28 L30 L31 L32 L34 L35 L36 L38 L39 L41 Length 15.00 4.50 24.00 4.50 15.00 72.00 17.00 13.58 28.82 85.75 Direction N1°19'48"E N88°40'12"W N1°19'48"E S88°40'12"E N1°19'48"E S88°40'12"E S1°19'48"W S88°40'12"E N88°40'12"W N1°19'48"E Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C9 C11 C14 Length 12.17 13.01 8.08 84.11 4.19 149.91 18.12 12.57 12.57 6.35 Radius 8.00 8.00 4.00 77.00 4.00 93.50 16.00 8.00 8.00 83.50 Delta 87°07'38" 93°12'07" 115°42'17" 62°35'19" 60°02'45" 91°51'52" 64°54'06" 90°00'00" 90°00'00" 4°21'30" Curve Table Curve # C15 C16 C17 C18 C19 C20 C21 C23 C24 C25 Length 36.29 153.35 54.85 147.00 35.16 54.07 12.89 54.52 14.56 5.94 Radius 28.00 83.50 17.50 83.50 22.00 87.00 15.50 18.00 22.00 3.00 Delta 74°15'25" 105°13'30" 179°35'04" 100°52'05" 91°34'37" 35°36'44" 47°38'48" 173°31'45" 37°55'38" 113°27'02" Line Table Line # L42 L43 L44 L45 L46 L48 L49 L51 L52 L54 Length 10.50 6.00 10.50 12.39 12.00 1.50 0.50 11.00 5.24 14.58 Direction S88°40'12"E N1°19'48"E N88°40'12"W N1°19'48"E N1°19'48"E S88°40'12"E N88°40'12"W N1°19'48"E N58°37'50"W N1°19'48"E Line Table Line # L56 L57 L58 L59 L60 Length 82.75 22.50 62.00 22.50 43.66 Direction S88°40'12"E S1°19'48"W S88°40'12"E N1°19'48"E N88°40'12"W Curve Table Curve # C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 Length 3.85 12.57 12.57 12.57 12.57 4.71 4.71 4.71 4.71 9.42 Radius 36.00 8.00 8.00 8.00 8.00 3.00 3.00 3.00 3.00 6.00 Delta 6°07'13" 89°59'57" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" Curve Table Curve # C36 C37 C38 C39 C43 C44 C45 C46 C47 C69 Length 9.42 11.00 16.74 12.57 30.41 68.69 5.94 20.44 88.14 46.24 Radius 6.00 7.00 16.00 8.00 8.00 36.00 3.00 22.00 32.00 39.00 Delta 90°00'00" 90°00'00" 59°57'38" 90°00'00" 217°49'00" 109°19'26" 113°27'05" 53°14'39" 157°49'17" 67°55'41" FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-1.0 22-0040 1493-0007-05 1 14 04/15/25 1 0 . 0 0 ' JESPERSEN ROAD 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT 0 N 10 . 0 0 ' 5.50'7.50' 6.00' 10.00' 8. 0 0 ' 24.00' 12.46'26.00'26.48' 69 . 4 2 ' 7. 5 0 ' 17 . 1 3 ' 62 . 0 0 ' 8. 0 0 ' 72 . 0 0 ' 11 . 5 8 ' 10 . 4 7 ' 24 . 3 4 ' 12 . 0 0 ' 24 . 1 8 ' 16 . 0 6 ' 40.58'5.00'7.00'8.00'15.45'15.45'8.00'8.00'2.62' 40.00' 5.00' 6.37' 1.21' 0. 3 4 ' 24 . 0 0 ' 33 . 0 0 ' 24 . 0 0 ' 10 . 0 0 ' 34 . 4 2 ' 10 . 5 6 ' 9. 4 4 ' 25 . 6 4 ' 8. 0 0 ' 9. 4 4 ' 20 . 5 0 ' 8. 0 0 ' 76 . 4 2 ' 8. 0 0 ' 3. 0 0 ' 4. 0 0 ' 4.0 0 ' 4 . 0 0 ' 135.50'208.15' PARK H HORIZ. CONTROL PLAN HU G H E S L A N E Sheet List Table Sheet Number Sheet Title CP-1.0 PARK H HORIZ. CONTROL PLAN CP-1.1 PARK I HORIZ. CONTROL PLAN CP-2.0 PARK H GRADING PLAN CP-2.1 PARK H GRADING PLAN CP-2.2 PARK H GRADING PLAN CP-2.3 PARK I GRADING PLAN CP-2.4 PARK I GRADING PLAN CP-3.0 PARK H EROSION CONTROL PLAN CP-3.1 PARK I EROSION CONTROL PLAN CP-4.0 DETAILS CP-4.1 DETAILS CP-5.1 DETAILS CP-5.2 DETAILS CP-5.3 DETAILS 2200.00' 16 0 0 . 0 0 ' WLWLWLWLWLWLWLWLWLWLWL SSSSSSSSSSSSSSSSSSSSSSSSSSSS SDSDSDSDSDSDSDSD N 84°43'33" W 92.23' N 5 1 ° 0 7 ' 3 2 " W 5 2 . 1 4 ' N 3 2 ° 4 5 ' 1 4 " W 4 2 . 2 1 ' N 5 8 ° 0 0 ' 1 5 " W 3 3 . 5 6 ' S 1 ° 1 9 ' 4 7 " W 9 1 . 0 1 ' S 88°40'13" E 384.99' N 1 ° 1 9 ' 4 7 " E 5 5 . 0 0 ' N 88°40'13" W 30.97' S 61 ° 0 2 ' 2 9 " W 8 5 . 3 2 ' S 84°35'36" W 9 5 . 1 4 ' L3 C8 C10 C 1 2 C22 L16 C48 C49 C50 C51 C52 C53 C5 4 C5 5 C5 6 C57 C58 C 5 9 C60 C61 C62 C63 C64 C6 5 C66 C67 C68 C101 C70 C71 C72 C73 C74 L12 C76 C 7 7 C78 C7 9 C80 C81 C8 2 L6 9 C92 C93 C9 4 C95 C96 C97 C98 C99 C10 0 32+00 33+00 34+00 35+00 36+00 ST A : 3 2 + 3 8 . 6 6 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E ST A : 3 5 + 7 9 . 2 8 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E C1 0 2 C 1 0 3 C10 4 C1 0 5 L75 L7 6 Line Table Line # L3 L12 L16 L69 L75 L76 Length 4.20 51.68 51.68 4.91 5.14 5.14 Direction N1°19'47"E N69°24'30"E S69°24'30"W S1°19'47"W S57°31'18"W N3°02'21"E Curve Table Curve # C8 C10 C12 C22 C48 C49 C50 C51 C52 C53 Length 8.96 4.77 34.46 42.83 52.34 46.35 17.43 24.96 42.32 33.70 Radius 8.00 17.50 17.50 51.50 61.50 44.50 17.50 32.00 42.00 39.00 Delta 64°11'13" 15°37'48" 112°49'59" 47°38'42" 48°45'49" 59°40'57" 57°04'48" 44°41'30" 57°44'00" 49°30'57" Curve Table Curve # C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 Length 12.69 23.89 11.40 25.62 9.11 34.37 17.12 3.87 21.01 12.08 Radius 9.00 17.50 10.00 7.50 5.00 12.50 41.50 4.00 17.50 19.50 Delta 80°47'17" 78°13'58" 65°18'42" 195°41'58" 104°24'22" 157°31'26" 23°38'04" 55°28'45" 68°47'05" 35°29'55" Curve Table Curve # C64 C65 C66 C67 C68 C70 C72 C73 C74 C76 Length 9.80 21.80 10.43 29.42 39.20 15.39 14.78 41.15 56.60 38.67 Radius 10.00 7.50 5.00 34.00 47.00 18.50 22.50 39.50 66.50 46.50 Delta 56°09'56" 166°31'12" 119°30'34" 49°34'14" 47°47'24" 47°40'06" 37°38'28" 59°40'57" 48°45'49" 47°38'42" Curve Table Curve # C77 C79 C81 C82 C92 C93 C94 C95 C96 C97 Length 24.62 7.19 11.89 13.38 5.94 4.52 33.71 20.40 13.89 29.57 Radius 12.50 12.00 6.00 6.00 5.25 10.00 10.00 20.00 12.50 22.50 Delta 112°48'19" 34°18'57" 113°30'29" 127°46'32" 64°51'25" 25°55'07" 193°08'26" 58°26'55" 63°40'30" 75°17'43" Curve Table Curve # C98 C99 C100 C102 C103 C104 C105 Length 8.98 11.33 19.83 7.00 15.54 7.00 15.99 Radius 14.50 14.50 18.50 4.00 26.32 4.00 16.82 Delta 35°29'55" 44°45'10" 61°25'42" 100°19'26" 33°50'05" 100°19'26" 54°28'57" FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-1.1 PARK I HORIZ. CONTROL PLAN 22-0040 1493-0007-05 2 14 04/15/25 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT 0 N DOOLITTLE DRIVE NO PARKING WL WL WL WL WL WL WL RC W RC W RC W RC W RC W RC W RC W RC W SD SD SD SD SD SD SD SD N 88°40'13" W 192.99' N 1 ° 1 9 ' 4 6 " E 3 6 . 9 7 ' N 2°39'27" W 14.82' Δ=25°46'24" R=35.00', L=15.74' N 1 ° 1 9 ' 5 3 " E 4 0 . 0 0 ' N 88°41'05" W 4.00' N 1 ° 2 1 ' 0 3 " E 20 . 0 0 ' S 88°34'36" E 4.00' SD SD SD SD SD 12x12 CB #102 RIM=120.44 FL(IN)=117.17 8" PVC SD S88° 40' 14"E 78.0 LF -0.50% 18x18 CB #101 RIM=120.00 FL(IN)=116.77 FL(OUT)=116.77 FL(OUT)=116.77 8" PVC SD S88° 40' 13"E 50.0 LF -0.50% SD SD T C = 1 2 1 . 8 9 FL= 121.39 T C = 1 2 2 . 4 2 F L = 1 2 1 . 9 2 T C = 1 2 1 . 0 5 FL= 120.55 T C = 1 2 1 . 4 2 FL= 120.92 T C = 1 2 0 . 8 8 FL= 120.38 T C = 1 2 0 . 9 6 FL= 120.46 T C = 1 2 0 . 8 0 FL= 120.30 TC = 1 2 2 . 3 5 FL = 1 2 1 . 8 5 TC = 1 2 2 . 3 2 FL = 1 2 1 . 8 2 TC = 1 2 2 . 3 9 FL= 1 2 1 . 8 9 FS = 1 2 1 . 1 0 FS = 1 2 0 . 8 2 FS = 1 2 0 . 8 6 FS = 1 2 1 . 0 2 FS = 1 2 1 . 3 1 FS = 1 2 1 . 1 9 FS= 1 2 1 . 2 6 FS= 1 2 1 . 2 6 FS = 1 2 1 . 2 6 FS= 121.04F S = 1 2 1 . 0 6 F S = 1 2 1 . 0 6 FS = 1 2 1 . 0 6 FS = 1 2 0 . 7 4 FS = 1 2 0 . 7 4 FS = 1 2 1 . 1 3 FS = 1 2 0 . 9 8 F S = 1 2 0 . 8 0 F S = 1 2 0 . 8 3 F S = 1 2 1 . 2 2 F S = 1 2 1 . 1 9 FS= 1 2 1 . 0 0 FS= 1 2 1 . 1 1 FS= 120.94 FS= 120.64 FS= 120.56 FS= 120.56 FS= 120.56 FS= 120.64 FS= 120.64 FS= 120.81 FS= 120.81FS= 120.73 FS= 120.73 FS= 120.73FS= 120.81 FS = 1 2 0 . 6 4 FS = 1 2 0 . 5 6 FS = 1 2 0 . 7 3 FS = 1 2 0 . 8 1 FS= 120.94 FS= 120.94FS= 120.86 FS = 1 2 0 . 8 6 FS= 120.86 F S = 1 2 0 . 8 6 FS= 120.94 FS = 1 2 0 . 9 4 FS= 1 2 1 . 2 6 3.00 % 1.97% 2. 5 0 % 1. 0 0 % 1 . 0 0 % 1.50% 1.74% 1.90%4.62%7.42%1.90% 1.50% 1.00% 0. 6 1 % 0. 6 2 % 1.00% 0. 5 6 % 0. 5 0 % 1. 3 6 % 0. 6 5 % 0. 5 5 % 18x18 CB #103a RIM=119.16 FL(IN)=117.09 FL(IN)=117.66 8" P V C S D S 2 0 ° 3 9 ' 0 7 " W 6 2 . 3 L F - 0 . 5 0 % F S = 1 2 1 . 3 4 FS= 121.23 0. 5 0 % 0. 5 0 % 0.00%0.00% 0.00%0.00% FS= 119.46 FS= 119.55 FS= 119.52F S = 1 1 9 . 5 6 FS = 1 1 9 . 6 1 FS= 1 1 9 . 6 1 1.50% 1.50% T C = 1 2 2 . 2 4 T C = 1 2 2 . 2 0 FS = 1 2 1 . 6 2 FS = 1 1 9 . 8 0 9+ 0 0 10 + 0 0 SD SD SD SD SD SD SD SD SD SD FS= 1 1 9 . 9 0 FS= 1 2 0 . 3 2 F S = 1 1 9 . 4 8 FS= 119.96 F S = 1 2 0 . 3 8 18x18 CB #205 RIM=119.20 FL(IN)=116.51 FL(OUT)=116.51 CO CO CO SD 18x18 CB #103b RIM=119.26 FL(OUT)=117.09 FL(OUT)=117.66 4" SD CO #Structure - (1051) RIM=120.20 FL(IN)=116.67 4" P V C P E R F S D N 0 1 ° 1 9 ' 4 5 " E 4 0 . 0 L F 0 . 5 0 % 4" PVC SD S88° 40' 15"E 19.5 LF 1.00% 4" PVC SD S88° 40' 15"E 4.0 LF -5.00% 4" SD CO #Structure - (1058) RIM=120.54 FL(IN)=117.18 4" P V C P E R F S D N 0 1 ° 1 9 ' 4 5 " E 7 0 . 0 L F - 0 . 5 0 % 4" SD CO #Structure - (1059) RIM=120.88 FL(OUT)=116.52 FS= 120.00 N 18°19'32" E 6.31' Δ=17°04'10" R=34.85', L=10.38' N 4°36'50" E 19.76' 1.50% 1.50% 1. 5 0 % FS= 121.03 F S = 1 2 1 . 1 7 F S = 1 2 1 . 0 8 FS = 1 2 0 . 9 1 FS= 1 2 1 . 0 0 120 121 12 0 . 5 120119.5 120.5 1 2 0 1 2 1 1 1 9 . 5 1 1 9 . 5 1 2 0 . 5 12 0 119 . 5 12 0 . 5 12 1 12 1 . 5 12 2 12 1 . 5 1 2 1 1 2 0 . 5 1 2 1 . 5 121 122 12 1 . 5 12 1 12 0 . 5 1 2 0 120 12 1 12 0 . 5 12 0 . 5 1 2 1 120 1 2 0 12 1 12 1 12 2 120 12 1 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-2.0 PARK H GRADING PLAN 22-0040 1493-0007-05 3 14 04/15/25 JE S P E R S E N R O A D 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT N MATCHLINE SEE SHEET CP-2.1 D 4.1 P. U . E . R/ W WL WL WL WL WL WL WL WL RC W RC W RC W RC W RC W RC W RC W RC W S S SS SD SD SD SD SD SD SD SD S 1 ° 1 9 ' 4 7 " W 4 2 4 . 4 7 ' Δ=31°43'35" R=270.00', L=149.51' N 1 ° 1 9 ' 4 6 " E 3 6 . 9 7 ' SD SD SD SD SD SD SD SD SD SD SD 18x18 CB #204 RIM=120.30 FL(IN)=115.47 FL(OUT)=115.47 FL(OUT)=115.47 12 " H D P E S D N 0 1 ° 1 9 ' 4 7 " E 2 0 4 . 9 L F - 0 . 5 0 % 18x18 CB #201a RIM=119.30 FL(IN)=116.34 FL(IN)=117.80 12 " H D P E S D N 0 1 ° 1 9 ' 4 7 " E 3 9 . 7 L F - 0 . 5 0 % P C : 6 + 8 6 . 6 0 ' PT: 8+52.72' TC= 1 2 0 . 6 6 FL = 1 2 0 . 1 6 T C = 1 2 2 . 1 6 F L = 1 2 1 . 6 6 FS= 1 2 0 . 4 8 FS = 1 2 0 . 3 5 FS = 1 2 0 . 5 0 FS = 1 2 0 . 7 5 FS = 1 2 0 . 5 8 FL = 1 2 0 . 0 8 FS = 1 2 1 . 9 1 FS = 1 2 0 . 5 3 FS = 1 2 1 . 6 9 TC= 1 2 0 . 7 4 FL = 1 2 0 . 2 4 TC= 1 2 0 . 7 8 FL = 1 2 0 . 2 8 TC = 1 2 0 . 6 9 FL = 1 2 0 . 1 9 FS = 1 2 0 . 6 6 FS = 1 2 0 . 5 8 FS = 1 2 0 . 6 2 FS = 1 2 0 . 4 1 FS = 1 2 0 . 4 1 T C = 1 2 2 . 2 4 F L = 1 2 1 . 7 4 T C = 1 2 2 . 0 6 F L = 1 2 1 . 5 6 T C = 1 2 2 . 2 0 F L = 1 2 1 . 7 0 FS = 1 2 1 . 6 2 FS = 1 2 1 . 4 7 FS= 1 2 1 . 3 9 1. 5 0 % 1. 0 0 % 1. 0 0 % 0. 6 1 % 1. 5 0 % 1. 5 0 % FS = 1 1 9 . 6 7 FS= 1 2 0 . 1 9 FS = 1 2 0 . 1 7 FS = 1 1 9 . 8 2 FS= 1 2 0 . 2 6 FS = 1 2 0 . 5 6 FS= 120.62 FS= 120.26 FS = 1 1 9 . 8 0 1. 7 9 % 3. 1 1 % 0. 5 0 % 0. 5 0 % 1.90% 1.90% FS = 1 2 0 . 4 7 FS = 1 2 0 . 2 8 FS= 120.10 3.98% 2 . 6 6 % 1.2 1 % FS= 120.48 FS= 120.48 FS= 1 2 0 . 6 9 1.8 8 % 0.4 4 % 0. 4 3 % FS= 120.97 FS= 1 2 0 . 6 2 FS= 120.34 FS= 120.41 1 . 0 1 % 1.25% 1. 5 0 % 1 . 1 1 % 1. 5 0 % FS= 120.20 FS= 120.18 FS= 120.14 FS= 120.53 F S = 1 2 0 . 2 2 FS= 120.19 9.08% 8 . 0 4 % FS= 1 1 9 . 8 5 FS= 1 2 0 . 3 6 F S = 1 2 0 . 2 3 FS= 120.22 F S = 1 2 0 . 3 0 FS= 120.22 FS= 120.41 FS= 120.28 FS= 120.37 FS= 120.19 FS= 1 2 0 . 6 6 FS = 1 2 0 . 6 8 FS = 1 2 0 . 8 6 FS= 1 2 0 . 8 8 FS= 120.43 FS= 120.47 3. 5 4 % 0.51 % 1.15 % 1 . 5 0 % FS= 120.13 1. 5 0 % FS= 120.29 F S = 1 2 0 . 3 5 1.50% FS= 120.53 FS= 120.51 FS = 1 2 0 . 4 9 F S = 1 2 0 . 4 3 FS= 120.43 1 . 5 0 % 7+ 0 0 8+ 0 0 P C : 6 + 8 6 . 6 0 ' PT: 8+52.72' FS= 1 2 0 . 4 3 2.5:12.5:1 > > 12" HDPE SD S88° 40' 14"E 93.2 LF -0.50% 24x24 CB #202 RIM=120.10 FL(IN)=115.94 FL(OUT)=115.94 SD CO CO CO SD SD SD SD SD SD SD 18x18 CB #201b RIM=119.40 FL(OUT)=116.34 FL(OUT)=117.80 4" PVC SD S16° 02' 15"W 24.8 LF 1.65% 4" SD CO #Structure - (1053) RIM=119.82 FL(IN)=115.68 12 " H D P E S D S 1 1 ° 1 1 ' 0 4 " W 7 8 . 4 L F - 0 . 5 0 % 4" PVC PERF SD N73° 54' 14"W 43.9 LF 0.50% 0. 7 2 % 1.97% FS= 1 2 0 . 5 7 FG = 1 2 0 . 6 1 1 2 1 1 2 0 . 5 1 2 1 . 5 1 2 1 1 2 0 . 5 1 2 1 . 5 12 0 120 120.5 120.5 1 2 0 11 9 . 5 1 1 9 . 5 1 2 0 . 5 1 2 0 . 5 121 120.5 121.5 1 2 0 120 12 1 12 0 . 5 12 0 . 5 1 2 1 1 2 0 . 5 120 12 1 120 12 1 12 0 12 0 12 0 11 9 . 5 11 9 . 5 12 0 . 5 12 0 . 5 18x18 CB # RIM=120.66 FL(IN)=115.67 FL(OUT)=115.67 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-2.1 PARK H GRADING PLAN 4 14 04/15/25 22-0040 1493-0007-05 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT N MATCHLINE SEE SHEET CP-2.2 MATCHLINE SEE SHEET CP-2.0 JE S P E R S E N R O A D A 4.1 B 4.1 UNDERWALK DRAIN PER CITY DETAIL 3420 2' WIDE BREAK IN 6" HIGH CONCRETE CURB 2' WIDE BREAK IN 6" HIGH CONCRETE CURB D4. 1 P.U . E . R/W W L W L WL WL WL WL WL WL WL WL WL W L RC W RC W RC W RC W RC W RC W RC W RC W RC W S S SS SS SS SS SS SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SD SD SD S D S D S D SD SD SD Δ=5°02'44" R=179.00', L=15.76' S 5 6 ° 5 6 ' 3 9 " E 3 2 . 2 5 ' Δ=90 °0 0 '0 0 " R=19.00 ',L =2 9 .8 5 ' N 3 3 ° 0 3 ' 2 1 " E 1 6 2 . 2 4 ' SD SD SD SD SD 36x36 CB #495 RIM=118.46 PER PHASE 5 PIPs FL(OUT)=114.43 12 " H D P E S D N 0 1 ° 1 9 ' 4 7 " E 2 0 4 . 9 L F - 0 . 5 0 % PT : 3 0 + 9 5 . 2 9 ' P C : 6 + 8 6 . 6 0 ' 1.50% FS= 120.57 FS= 120.85 FS= 119.74 FS= 119.63 FS= 118.59 F S = 1 1 8 . 2 1 FS= 118.29 FS= 118.87 FS= 118.37 FS= 118.52 F S = 1 1 8 . 5 6 FS = 1 1 8 . 4 4 FS = 1 1 8 . 4 0 FS= 120.39 F S = 1 2 0 . 6 0 F S = 1 2 0 . 5 1 F S = 1 2 0 . 4 7 FS= 120.69 FS= 120.66 1.50% 1.50 % 5+ 0 0 6+ 0 0 7+ 0 0 P C : 6 + 8 6 . 6 0 ' 31 + 0 0 PT : 3 0 + 9 5 . 2 9 ' CO CO CO SD SD SD SD 4" PVC PERF SD N73° 54' 14"W 43.9 LF 0.50% 4" PV C P E R F S D S 7 3 ° 5 4 ' 1 4 " E 3 6 . 1 L F 0 . 5 0 % 4" PVC SD N16° 05' 46"E 4.0 LF 5.00% 4" SD CO #Structure - (1055) RIM=119.67 FL(OUT)=116.21 4" SD CO #Structure - (1054) RIM=119.65 FL(IN)=115.72 1 1 9 1 2 0 1 1 9 . 5 1 2 0 . 5 1 2 0 11 9 . 5 1 1 9 . 5 1 2 0 . 5 1 2 0 . 5 119 120 11 9 . 5 12 0 . 5 118 119 1 1 8 12 0 11 9 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-2.2 PARK H GRADING PLAN 5 14 04/15/25 22-0040 1493-0007-05 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT N MATCHLINE SEE SHEET CP-2.1 JE S P E R S E N R O A D H U G H E S L A N E P.U . E . R/W PH A S E L I N E WLWLWLWLWLWLWLWLWLWL SSSSSSSSSSSSSSSSSSSS SS SS SD SDSDSDSDSDSDSDSDSDSDSD SD 32+00 33+00 34+00 ST A : 3 2 + 3 8 . 6 6 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E FS= 1 1 3 . 4 1 FS= 1 1 3 . 3 6 FS= 1 1 3 . 3 5 FS= 1 1 3 . 3 4 FS= 1 1 3 . 5 1 FS= 113.69 FS= 113.75 FS= 113.83 FS= 1 1 4 . 1 3 FS = 1 1 4 . 1 0 FS = 1 1 3 . 9 9 FS = 1 1 3 . 9 1 FS= 113.92 FS= 1 1 4 . 7 7 F S = 1 1 4 . 8 4 FS= 115.79 FS = 1 1 6 . 7 5 F S = 1 1 6 . 8 0 FS= 113.96 FS= 1 1 3 . 3 5 FS = 1 1 3 . 3 4 FS = 1 1 3 . 3 6 FS = 1 1 3 . 3 8 FS = 1 1 3 . 8 6 FS = 1 1 3 . 6 2 FS = 1 1 4 . 2 1 FS = 1 1 3 . 4 2 FS= 113.86 FS= 113.71 FS= 113.56 F S = 1 1 3 . 4 0 FS= 1 1 3 . 4 4 FS= 113.41 FS = 1 1 3 . 4 5 FS= 1 1 3 . 6 5 FS= 1 1 3 . 7 8 FS= 1 1 3 . 9 1 FS = 1 1 4 . 0 6 FS= 1 1 4 . 2 8 FS = 1 1 3 . 7 5 FS= 113.55 F S = 1 1 3 . 6 6 FS= 1 1 3 . 7 7 F S = 1 1 3 . 6 3 FS= 113.56 2.0 0 % 1. 4 4 % 1.5 6 % 1. 5 0 % 1. 1 0 % 1 . 5 0 % 1 . 5 0 % 1. 7 8 % 1 . 1 9 % 8.43% 1.7 8 % TOP = 1 1 5 . 1 1 FS= 1 1 3 . 5 5 1. 5 0 % FS= 1 1 6 . 6 3 FS= 1 1 6 . 5 7 FS= 1 1 6 . 7 3 FS = 1 1 6 . 6 7 11 5 1 1 4 11 6 1 1 5 1 1 4 114 112 113 114 116 117 118 110 110 115 107 107 10 8 108 109 109 1 1 1 111 1 1 2 11 3 114 116 110 110 107 107 108 108 109 109 111 111 111 11 2 110 107 108 109 111 112 115 1 1 4 11 6 115 114 116 11 5 1 1 4 11 6 116 117 11 7 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-2.3 PARK I GRADING PLAN 22-0040 1493-0007-05 6 14 04/15/25 DOOLITTLE DRIVE 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT N MA T C H L I N E SE E S H E E T CP - 2 . 4 ADA ACCESSIBLE PATH P.U.E. R/W P R O P E R T Y L I N E WLWLWLWLWLWLWLWLWLWLWL SS SS SS SS SS SS SS SS SS SS SS SDSDSD SD F S = 1 1 4 . 7 4 FS= 1 1 4 . 6 6 FS= 1 1 5 . 1 1 FS= 1 1 5 . 6 0 FS= 1 1 6 . 0 9 FS= 1 1 6 . 6 6 FS= 1 1 7 . 2 2 FS= 1 1 7 . 6 1 FS= 1 1 8 . 0 0 FS= 1 1 8 . 6 7 FS= 119.34 FS= 1 1 5 . 1 9 FS = 1 1 5 . 6 8 FS= 1 1 6 . 1 6 FS = 1 1 6 . 7 3 FS = 1 1 7 . 3 0 FS = 1 1 7 . 6 9 FS = 1 1 8 . 0 8 FS = 1 1 9 . 8 9 FS = 1 1 9 . 5 8 FS= 1 1 9 . 4 8 FS = 1 1 9 . 3 6 F S = 1 1 9 . 3 5 F S = 1 1 9 . 3 0 FS= 1 1 9 . 4 2 F S = 1 1 9 . 3 2 F S = 1 1 8 . 4 7 FS= 118.61 F S = 1 1 8 . 7 3 FS = 1 1 9 . 2 9 FS = 1 1 9 . 2 4 FS = 1 1 9 . 1 0 FS= 1 1 8 . 9 1 FS= 119.56 FS= 119.96 F S = 1 2 0 . 1 5 F S = 1 2 0 . 1 3 35+00 36+00 ST A : 3 5 + 7 9 . 2 8 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E FS= 120.09 F S = 1 2 0 . 1 2 F S = 1 2 0 . 1 8 F S = 1 2 0 . 2 1 1 . 5 0 % 1 . 5 0 % 2.00% 1 . 5 0 % 1.50% 1. 3 9 % 4. 7 5 % 3 . 4 9 % 1 . 5 0 % 2.0 0 % 2.00% 1. 5 0 % 115 112 113 114 115 11 6 119 11 9 115 111 112 113 114 11 7 118 119 11 5 12 0 120 11 1 11 2 11 3 11 4 11 6 11 7 11 8 11 9 115 113 114 116 117 118 111 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-2.4 PARK I GRADING PLAN 22-0040 1493-0007-05 7 14 04/15/25 DOOLITTLE DRIVE 00 10 20 (IN FEET) 5 GRAPHIC SCALE 1 IN = 10 FT N MA T C H L I N E SE E S H E E T CP - 2 . 3 ADA ACCESSIBLE PATH P.U.E. R/W PROPERTY LIN E NO PA R K I N G W L WL W L W L W L W L WL WL WL WL WL WLRCW RC W RC W R C W RCWRCWRCWRCWRCWRCW R C W R C W R C W SS S S S S S S S S S S S S SS SS SS SD SD S D S D SDSD SD SD SD S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD P T : 3 0 + 9 5 . 2 9 ' PC : 6 + 8 6 . 6 0 ' PT : 8 + 5 2 . 7 2 ' 5+ 0 0 6+ 0 0 7+ 0 0 8+00 9+00 10+00 11+00 PC : 6 + 8 6 . 6 0 ' PT : 8 + 5 2 . 7 2 ' 31 + 0 0 P T : 3 0 + 9 5 . 2 9 ' > SD SD SD SD CO CO CO CO CO CO SD SD 18x18 CB # RIM=120.66 FL(IN)=115.67 FL(OUT)=115.67 WL FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-3.0 PARK H EROSION CONTROL PLAN 22-0040 1493-0007-05 8 14 04/15/25 FR EROSION CONTROL LEGEND CONSTRUCTION STAGING AREA CONST. STAGING AREA SS CONC. WASH CONSTRUCTION PARKING/ STAGING/ STOCKPILE AREA JESPERSEN ROAD 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT 0 N HU G H E S L A N E FRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFR FR FR F R F R F R F R F R F R F R F R FR FR FR FR FR FR FR FR FR FR FR FR FR FR FR FRFRFR FR FR FR FR FR FR FR FIBER ROLL IN ACCORDANCE WITH CALTRANS BMP SC-5 AND STANDARD DETAIL T56 (SHEET CP-4.0) DRAIN INLET PROTECTION IN ACCORDANCE WITH CALTRANS BMP SC-10 AND STANDARD DETAIL T61, T62, T63 (SHEETS CP-4.0). 1.HYDROSEED ALL DISTURBED SURFACES WITH SEED MIXTURE RECOMMENDED ON SHEET # (EROSION AND SEDIMENTATION CONTROL NOTE #11) AND IN ACCORDANCE WITH CALTRANS BMP SS-3 AND SS-4 (SHEET CP-4.0). TEMPORARY IRRIGATION MAY BE NECESSARY TO ESTABLISH VEGETATION. 2.IF VEGETATION IS NOT ESTABLISHED PRIOR TO A PREDICTED RAIN EVENT (MORE THAN 30% CHANCE OF PRECIPITATION FORECAST), THEN USE DRY SEED, STRAW COVER AND JUTE NETTING.PROVIDE STABILIZED CONSTRUCTION ENTRANCE/EXIT - IMPLEMENT CALTRANS BMP TC-1 AND STANDARD DETAIL T58 (SHEET CP-4.0). STORM WATER POLLUTION PREVENTION / EROSION AND SEDIMENTATION CONTROL NOTES EROSION CONTROL SEED MIX STEP 1:SEED AND SLURRY MIX QUANTITIES. S&S SEEDS BASIC EROSION CONTROL MIX OR APPROVED EQUAL SEED MIX LBS/ACRE (PURE LIVE SEED) BROMUS HORDEACEUS TRIFOLIUM HIRTUM VULPIA MYUROS VAR. HIRUSTA TOTAL 40.0 HYDROSEED SLURRY ADDITIVES LBS/ACRE CONWED 100% WOOD FIBER 2000 ECOLOGY CONTROLS M-BINDER 150 15-15-15 FERTILIZER 200 STEP 2:APPLY STRAW MULCH AT 4000 LBS/ACRE. STEP 3:TACK STRAW MATERIAL LBS/ACRE FIBER 500 BINDER 100 WL WL WLWLWLWLWLWL WL WL WL WLWLWLWLWL SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SDSD SD SD SD SD SD SDSDSDSDSDSD 32+00 33+00 34+00 35+00 36+00 37+00 42 + 0 0 43 + 0 0 44 + 0 0 ST A : 3 2 + 3 8 . 6 6 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E ST A : 3 5 + 7 9 . 2 8 O F F : 2 9 . 0 0 ' L CL S I D E W A L K T I E 110 110 115 107 107 10 8 108 109 109 1 1 1 111 1 1 2 11 3 114 116 110 110 107 107 108 108 109 109 111 111 111 11 2 110 107 108 109 111 112 111 FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-3.1 PARK I EROSION CONTROL PLAN 9 14 04/15/25 22-0040 1493-0007-05 EA R H A R T W A Y PROPOSED 100 YEAR FLOOD PLAIN LIMIT 20 40 (IN FEET) 10 GRAPHIC SCALE 1 IN = 20 FT 0 N DOOLITTLE DRIVE FR EROSION CONTROL LEGEND FIBER ROLL IN ACCORDANCE WITH CALTRANS BMP SC-5 AND STANDARD DETAIL T56 (SHEET CP-4.0) DRAIN INLET PROTECTION IN ACCORDANCE WITH CALTRANS BMP SC-10 AND STANDARD DETAIL T61, T62, T63 (SHEETS CP-4.0). 1.HYDROSEED ALL DISTURBED SURFACES WITH SEED MIXTURE RECOMMENDED ON SHEET # (EROSION AND SEDIMENTATION CONTROL NOTE #11) AND IN ACCORDANCE WITH CALTRANS BMP SS-3 AND SS-4 (SHEET CP-4.0). TEMPORARY IRRIGATION MAY BE NECESSARY TO ESTABLISH VEGETATION. 2.IF VEGETATION IS NOT ESTABLISHED PRIOR TO A PREDICTED RAIN EVENT (MORE THAN 30% CHANCE OF PRECIPITATION FORECAST), THEN USE DRY SEED, STRAW COVER AND JUTE NETTING. PROVIDE STABILIZED CONSTRUCTION ENTRANCE/EXIT - IMPLEMENT CALTRANS BMP TC-1 AND STANDARD DETAIL T58 (SHEET CP-4.0). CONSTRUCTION STAGING AREA CONST. STAGING AREA STORM WATER POLLUTION PREVENTION / EROSION AND SEDIMENTATION CONTROL NOTES EROSION CONTROL SEED MIX STEP 1:SEED AND SLURRY MIX QUANTITIES. S&S SEEDS BASIC EROSION CONTROL MIX OR APPROVED EQUAL SEED MIX LBS/ACRE (PURE LIVE SEED) BROMUS HORDEACEUS TRIFOLIUM HIRTUM VULPIA MYUROS VAR. HIRUSTA TOTAL 40.0 HYDROSEED SLURRY ADDITIVES LBS/ACRE CONWED 100% WOOD FIBER 2000 ECOLOGY CONTROLS M-BINDER 150 15-15-15 FERTILIZER 200 STEP 2:APPLY STRAW MULCH AT 4000 LBS/ACRE. STEP 3:TACK STRAW MATERIAL LBS/ACRE FIBER 500 BINDER 100 FRFRFRFRFRFRFRFRFRFRFRFR FR FR FR FR F R FR FR FR FR FR FR FR FR F R FR FR FR F R FR FR FR FR FR ESA ESA E S A ESA E S A ESA ESA ESA ESA ESA E S A ESA ESA ESA ESA ESA ESA E S A SS CONC. WASH CONSTRUCTION PARKING/ STAGING/ STOCKPILE AREA FR FR FR FR FRFRFR FR PRESERVATION OF EXISTING VEGETATION IN ACCORDANCE WITH CALTRANS BMP SS-2 (SHEET CP-5.1) AND STANDARD DETAIL T65 (SHEET CP-4.0).E S A APPROXIMA T E SPACING GRAVEL BAG CHECK DAM IN ACCORDANCE WITH CALTRANS BMP SC-4 (SHEET CP-5.1) AND STANDARD DETAIL T57 (SHEET CP-4.0) FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-4.0 DETAILS 10 14 04/15/25 22-0040 1493-0007-05 GENERAL NOTES: 1.SEE PHASE 5 PUBLIC IMPROVEMENT PLAN EROSION CONTROL SHEET FOR REFERENCE. 2.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUEL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-4.1 DETAILS 11 14 04/15/25 22-0040 1493-0007-05 VARIES PER PLAN CALTRANS CLASS 3 PERMEABLE MATERIAL 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) BIORETENTION AREA 2:1 MAX SLOPE (TYP.) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE 2. 0 0 0. 5 0 ' 30 MIL PVC LINER (BOTH SIDES) VARIES PER PLAN 0.50' (TYP.) Scale: NTS PARK H BIORETENTION SECTION - TYPICALA Scale: NTS TYPICAL INLET DETAIL FOR PARK BIORETENTION FACILITIESB VARIES PER PLAN CALTRANS CLASS 3 PERMEABLE MATERIAL PARK SIDEWALK 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) BIORETENTION AREA VARIES PER PLAN 2:1 MAX SLOPE (TYP.) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE 2. 0 0 0. 5 0 ' 30 MIL PVC LINER (BOTH SIDES) 0. 2 5 ' 0.50' CONCRETE CATCH BASIN GRATE INLET (PER PLAN) 4" TALL CURB (PER PLAN) Scale: NTS TYPICAL PARK H OFFSET GRAVEL CHAMBERD 2. 5 0 ' M I N . (V A R I E S ) 18" X 18" CONCRETE CATCH BASIN WITH GRATE LID (PER PLAN). SEE DETAIL E, THIS SHEET.4" PERF. PVC PIPE 8.00' 5. 0 0 ' 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R 4" PVC PIPE SLOPE 1.00% HORIZONTAL LOCATION VARIES PER PLAN CALTRANS CLASS 3 PERMEABLE MATERIAL Scale: NTS PARK H BIORETENTION SECTION - SHALLOWC VARIES PER PLAN CALTRANS CLASS 3 PERMEABLE MATERIAL PARK SIDEWALK 3. 0 0 ' M I N SE P A R A T I O N T O GR O U N D W A T E R DO NOT USE FILTER FABRIC BETWEEN BSM AND AGGREGATE LAYERS BIORETENTION SOIL MEDIA (BSM) BIORETENTION AREA VARIES PER PLAN 2:1 MAX SLOPE (TYP.) 0. 2 5 ' 3 4" (NO. 4) OPEN GRADED AGGREGATE 2. 0 0 0. 2 5 ' 30 MIL PVC LINER (BOTH SIDES) 0.50' CONCRETE CATCH BASIN WITH GRATE INLET (PER PLAN) 4" DIA. PRE-CAST DRAIN HOLES FOR INFILTRATION ABOVE 12" MIN. DEPTH FLOAT ROCK BASE ( 3 4") 0. 5 0 ' 12" DIA. ORIFICE CONNECTION TO ADJACENT 18" X 18" CONCRETE BOX (PER PLAN) Scale: NTS COMBINATION CATCH BASIN DETAIL (FOR UNDERGROUND GRAVEL CHAMBERS)E 12" DIA. HDPE OUTET PIPE (PER PLAN) NON-SHRINK GROUT REQ'D 4" PVC PIPE TO UNDERGROUND GRAVEL CHAMBER 12" DIA. ORIFICE (INVERT ELEV. PER PLAN) SOLID STEEL (TRAFFIC-RATED) LID WITH NO OPENINGS SOLID STEEL (TRAFFIC-RATED) GRATE LID 18" X 18" CONCRETE CATCH BASIN 0. 5 0 ' 4" STORM DRAIN CLEANOUT WITH PVC CAP (NON-GLUED). ALL OTHER PIPE JOINTS ASSOCIATED WITH SD CLEANOUT TO BE SOLVENT WELDED. 4" PVC PIPE FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-5.1 DETAILS 12 14 04/15/25 22-0040 1493-0007-05 GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-5.2 DETAILS 13 14 04/15/25 22-0040 1493-0007-05 GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. FILE NAME: 1493-0007-PH 5-PARK-GLPN.DWG Plot Date: 4/16/2025 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASE 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION T 805 544-4011 F 805 544-4294 612 CLARION COURT SAN LUIS OBISPO, CA 93401 www.wallacegroup.us PLANNING CIVIL AND TRANSPORTATION ENGINEERING CONSTRUCTION MANAGEMENT LANDSCAPE ARCHITECTURE MECHANICAL ENGINEERING PUBLIC WORKS ADMINISTRATION SURVEYING / GIS SOLUTIONS WATER RESOURCES ® RACH E L A . HAWTH O R N E C I V I L No. 73686REGISTERED P R O F E SSIONAL EN G I N E E R S T A TE OF C A L I F O R NIA CP-5.3 DETAILS 14 14 04/15/25 22-0040 1493-0007-05 GENERAL NOTES 1.CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL (DATED MAY 2017) "FACT SHEETS" SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REFER TO ORIGINAL CALTRANS CONSTRUCTION SITE BMP MANUAL (MAY 2017) FOR ENTIRE "FACT SHEET" INFORMATION AND DOCUMENTATION. E-0.0 APPLICABLE CODE REQUIREMENTS PERFORMANCE OF THE WORK OF THIS CONTRACT SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNING CODES AND ORDINANCES INCLUDING THE FOLLOWING: 2022 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, C.C.R. 2022 CALIFORNIA BUILDING CODE, PART 2, TITLE 24 C.C.R. (2020 IBC, VOLUMES 1-3 WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24 C.C.R. (2020 N.E.C. WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24 C.C.R (2020 U.M.C. WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24 C.C.R. (2020 U.P.C. WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2019 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2012 I.F.C. WITH CALIFORNIA AMENDMENTS) 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. NFPA 13 AUTOMATIC SPRINKLER SYSTEM -------------2022 EDITION NFPA 14 STANDPIPE SYSTEM --------------------------------2019 EDITION NFPA 17A WET CHEMICAL SYSTEM -------------------------2021 EDITION NFPA 24 PRIVATE SERVICE MAINS ------------------------2022 EDITION NFPA 72 NATIONAL FIRE ALARM CODE -----------------2022 EDITION (NOTE SEE UL STANDARDS 1971 FOR (“VISUAL DEVICES”) Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-04 GENERAL NOTES, CODES, SYMBOLS & SINGLE LINE DIAGRAM 34 B U M P BUMP BU M P BUM P STO P YIELD YIELD YIE L D STOP BUMP BUMP BU M P BU M P BU M P BU M P STOP YIELD YIE L D 222 223 225 264 269 270 E-1.0 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 OVERALL ELECTRICAL SITE PLAN 35 E-1.1 (N)METER PEDESTAL "F" B E0.0 ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 2"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2025-01-23 ENLARGED ELECTRICAL PLAN 36 1 2 3 M SCALE : ENLARGED ELECTRICAL PLAN 1/32" = 1'-0" E-1.2 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-04 ENLARGED ELECTRICAL PLAN 37 B E0.0 ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 3/4"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE 1 2 3 (TYPICAL)F 4 J 3 N-3 1 N9 2 TYPICAL SCALE : ENLARGED ELECTRICAL PLAN 1/16" = 1'-0" M J N9 (E) J N9 (E) (E)3/4"C.W/ (2)#10, (1)#10GND 2 B-1 1 B 16 METER PEDESTAL "B" Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED ELECTRICAL PLAN 38 E-1.3 B E0.0 ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 3/4"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE SEE BOLLARD POLE BASE DETAIL 1 2 3 J H-5 3 1 N9 J B-1 3 1 N9 (TYPICAL)B 16 2 TYPICAL SCALE : ENLARGED ELECTRICAL PLAN 1/32" = 1'-0" M 4 C E0.0 4 SCALE : BIKE PATH LIGHT FIXTURE CITYSTANDARD POLE BASE DETAIL A E-1.3NONE E-1.5 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2025-01-23 ENLARGED ELECTRICAL PLAN 39 SCALE : ENLARGED ELECTRICAL PLAN 1/32" = 1'-0" METER PEDESTAL "I" M ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 3/4"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE SEE BOLLARD POLE BASE DETAIL 1 2 3 4 C E0.0 B 16 (TYPICAL)4 B E0.0 2 TYPICAL J I-1 3 1 N9 B U M P BUMP YIELD YIE L D E-1.6 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED ELECTRICAL PLAN 39 SCALE : ENLARGED ELECTRICAL PLAN 1/64" = 1'-0" ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 2"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE 3/4"C.W/ (2)#10, (1)#10GND 1 2 3 B E0.0 (TYPICAL)A 35 (TYPICAL)F 4 J 3 C-3 1N9 CONTINUED ON SHEET E-1.7 SEE DETAIL A E-1.3 4 4 E-1.7 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED ELECTRICAL PLAN 39 SCALE : ENLARGED ELECTRICAL PLAN 1/64" = 1'-0" METER PEDESTAL "C" M ELECTRICAL PLAN NOTES HOMERUN VIA PHOTOCELL 2"C. W/ (2)#10, (1)#10GND FLUSH PULLBOX. SEE 1 2 3 B E0.0 J C-1 3 1 N9J C-1 3 1 N9 (TYPICAL)A 35 CONTINUED ON SHEET E-1.6 SEE DETAIL A E-1.3 2(TYPICAL) 2(TYPICAL) >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > E-2.1 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2025-01-23 ENLARGED PHOTOMETRIC PLAN 36 SCALE : ENLARGED PHOTOMETRIC PLAN NONE 0.8 0.0 0.3 1.8 1.9 0.6 0.1 1.4 1.6 0.6 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.03.0 S3-1 S3-2 S3-3 S3-4 S3-5 S3-6 S3-9 S3-10 S3-11 S3-12 S3-13 S3-14 S2-120 E-2.2 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED PHOTOMETRIC PLAN 37 SCALE : ENLARGED PHOTOMETRIC PLAN NONE 0.8 1.7 0.3 0.1 2.4 2.0 0.1 1.1 5.0 0.4 0.1 4.5 3.6 0.2 3.5 2.1 0.1 5.1 4.2 1.1 5.0 0.5 0.1 4.5 3.6 0.1 0.3 0.1 0.2 0.1 0.3 3.0 3.6 0.1 0.1 3.6 2.9 1.5 0.9 0.5 5.6 4.3 0.1 0.8 0.7 0.1 2.8 2.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 0.5 1.5 5.2 5.1 0.4 1.4 0.5 1.8 0.5 0.1 0.8 0.8 0.1 0.3 0.8 0.3 0.1 0.3 0.3 6.3 0.2 0.2 3.5 2.1 0.1 3.2 3.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.1 0.0 0.0 0.03.0 S2-37 S2-41 S2-49 S2-57 S2-58 S2-59 S2-60 S2-61 S2-62 S2-63 S2-64 S2-65 S2-66 S2-75 S2-76 S2-77 S2-78 S2-79 S2-80 S2-81 S2-120 0.5 0.5 0.3 0.9 0.9 0.6 1.0 1.3 0.8 1.2 1.1 1.0 1.3 1.2 1.1 1.1 1.3 0.9 0.3 0.4 0.5 0.6 0.9 1.3 1.3 0.8 0.4 0.5 0.6 0.8 0.5 1.0 1.0 0.9 0.5 0.8 0.8 1.2 1.1 1.4 1.1 1.3 0.9 0.6 0.5 0.6 1.0 1.0 1.3 1.3 1.2 1.2 0.9 0.6 0.3 8.5 S1-53 S1-54 S1-55 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR CE T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED PHOTOMETRIC PLAN 38 E-2.3 SCALE : ENLARGED PHOTOMETRIC PLAN NONE 1.0 2.6 2.6 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S2-3 S2-5 E-2.5 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2025-01-23 ENLARGED PHOTOMETRIC PLAN 39SCALE : ENLARGED PHOTOMETRIC PLAN NONE >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.1 1.2 1.2 1.1 1.3 0.9 0.5 0.2 0.2 0.3 0.5 1.0 1.3 1.2 1.2 1.3 1.0 0.6 0.3 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.8 0.4 0.2 0.2 0.3 0.6 1.0 1.3 1.2 1.2 1.3 1.1 0.6 0.4 0.2 0.3 0.5 1.0 1.3 1.2 1.2 1.2 1.1 0.6 0.3 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.9 0.5 0.2 0.2 0.5 0.8 1.3 1.1 1.3 1.1 1.2 0.7 0.4 0.2 0.2 0.3 0.6 1.0 1.3 1.2 1.2 1.3 1.0 0.5 0.3 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.8 0.4 0.2 0.2 0.3 0.5 0.9 1.1 1.2 1.1 1.1 0.6 0.40.1 0.1 1.4 0.0 S1-14 S1-15 S1-16 S1-17 S1-18 S1-19 S1-20 S1-21 S1-22 S1-23 S3-15 S3-28 S3-29 S3-30 S3-31 S3-27 S3-32 S3-33 S3-34 S3-35 E-2.6 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED PHOTOMETRIC PLAN 39SCALE : ENLARGED PHOTOMETRIC PLAN NONE >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 1.1 0.6 0.4 0.2 0.2 0.4 0.8 1.3 1.1 1.2 1.1 1.3 0.7 0.4 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.8 0.5 0.2 0.2 0.2 0.5 0.9 1.1 1.2 1.1 1.2 0.7 0.4 0.2 0.5 0.9 1.1 1.2 1.1 1.2 0.7 0.4 0.2 0.2 0.4 0.8 1.3 1.1 1.2 1.1 1.2 0.7 0.4 0.3 0.3 0.6 1.0 1.3 1.2 1.2 1.3 1.0 0.5 0.3 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.8 0.4 0.2 0.2 0.3 0.6 1.1 1.3 1.2 1.1 1.3 0.9 0.5 0.2 1.4 1.4 S1-24 S1-25 S1-26 S1-29 S1-30 S1-31 S1-32 S1-33 E-2.7 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-02 ENLARGED PHOTOMETRIC PLAN 39 0.2 0.2 0.5 0.9 1.1 1.2 1.2 1.2 0.7 0.3 0.2 0.2 0.3 0.6 1.1 1.3 1.2 1.2 1.3 0.9 0.5 0.3 0.2 0.2 0.5 0.9 1.3 1.1 1.2 1.2 1.2 0.7 0.4 0.2 0.2 0.4 0.7 1.2 1.1 1.3 1.1 1.3 0.8 0.4 0.2 0.2 0.3 0.5 1.0 1.3 1.2 1.2 1.2 1.1 0.6 0.3 0.2 0.2 0.4 0.7 1.2 1.1 1.2 1.1 1.3 0.8 0.4 0.2 0.2 0.4 0.8 1.3 1.1 1.2 1.1 1.2 0.7 0.4 0.2 1.4 S1-27 S1-28 S1-35 S1-36 S1-37 S1-38 S1-34 E-2.8 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e CTME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-07-19 ENLARGED PHOTOMETRIC PLAN 39 E-2.9 Sheet Contents: Client: Project: SAN LUIS OBISPO CA 93401 AVILA RANCH PHASES 5 3596 S. BROAD ST., SUITE 104 SAN LUIS OBISPO, CA 93401 AVILA RANCH, LLC These drawings are instruments of service and are the property of Oasis Associates Inc. All designs and other information on the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of Oasis Associates, Inc. 3427 MIGUELITO COURT SAN LUIS OBISPO CALIFORNIA 93401 P 805.541.4509 F 805.546-0525 RLA 2248 CLARB #907 e C T ME Date Signature LANDSCAPE ARCHITECT'S SEAL Renewal Date Lic. No.2248 COF R A T T S E S I G E FLAI T O AINR C E T I H D D le N ahci L A ER i E r P C p R A L CSA 11/30/23 5/03/23 No. of Job No.: Sheet: Revised: Date: No. DATE DESCRIPTION LANDSCAPE IMPROVEMENT PLANS 2024-10-04 FIXTURE SPECIFICATIONS 44