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Home My WebLink About2022-0623 Madonna Bike Path Ph 2 - As BuiltsTRACT 3096 - SAN LUIS FFSITE IMPROVEMENT PLANS - LEFT TURN LANE SS I BIKE PA 0 500 1000 1500 3000 SCALE IN FEET 11CM ,DONNA ROAD MODIFICATIONS AND TH (FMAP-1416-2018) sheet index descrTtion TITLE SHEET NOTES DETAILS & TYPICAL SECTIONS DEMOLITION PLAN PLAN AND PROFILE TRAFFIC SIGNAL MODIFICATION PLAN PAVEMENT DELINEATION PLAN CROSS SECTIONS EROSION CONTROL PLAN sheet no. 1 2 3 4 5-9 10-11 12 13-15 16 desl*gn exceptions description approved rby date Cross Slope of Class I Trail Width of Class I Trail M. Horn M. Horn 8/31 /2020 8/31 /2020 so cal gas notes 1. ANY EXCAVATION WITHIN 10FT OF A SO CAL GAS HIGH PRESSURE NATURAL GAS PIPELINE MUST BE COORDINATED THROUGH UNDERGROUND SERVICES ALERT (811) WITH A SO CAL GAS CO. STANDBY EMPLOYEE. 2. ANY EXCAVATION, SUBGRADE REMOVAL, OR COMPACTION PERFORMED WITHIN 2' OF THE EDGE OF A SO CAL GAS PIPELINE MUST BE DONE UTILIZING HAND TOOLS. ALL HIGH-PRESSURE GAS LINE EXCAVATIONS MUST HAVE A SOCAL GAS EMPLOYEE ON SITE. 3. POTHOLE INFORMATION SHALL BE PROVIDED TO SO CAL GAS IF MECHANICAL COMPACTION IS REQUESTED OVER ANY SO CAL GAS PIPELINE. THE EQUIPMENT'S WEIGHT, TIME SPENT OVER THE GAS LINE AND MANUFACTURER OF SUCH EQUIPMENT WILL BE PROVIDED TO THE SO CAL GAS ENGINEERING DEPARTMENT TO DETERMINE THE DISTANCE REQUIRED BETWEEN THE TOP OF PIPELINE AND STARTING DEPTH OF COMPACTION. 4. SHOULD ANY RELOCATIONS BE NECESSARY DUE TO CONSTRUCTION ACTIVITIES, EITHER DEEMED BY SO CAL GAS OR ENTITY DESIGNING OR PERFORMING WORK, A WRITTEN RELOCATION LETTER WILL BE SENT TO SO CAL GAS. eneral notes datum IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR BASIS OF BEARINGS AND HORIZONTAL CONTROL PER TIES TO CITY OF PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK DATED JANUARY NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) 2007. POINT NUMBERS 8118 AND 8066 WERE HELD: S 65002'17" W HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF 5908.78' CALCULATED FROM PUBLISHED COORDINATES. TO OBTAIN POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND GROUND DISTANCES, MULTIPLY BY 1.0003417. FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., VERTICAL CONTROL BENCHMARK NO. #21-A WITH AN ELEVATION OF WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 144.43 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S BENCHMARK SYSTEM IS BASED ON THE Reference Documents: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). City Standard Specifications: May 2018 Edition City Engineering Standards: May 2018 Edition �� LUIS V�i�P�� SAN LUIS OBISPO ENGINEER OF RECORD: NOTICE PUBLIC WORKS BY: Q.4t E S510 APPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NOR 4�QaF �Q COMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TO �`� �� Han��,�-0-0 1160 MARSH STREET- SUITE 1S0 BUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THE L . OWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIES SAN LUIS OBISPO, CA 93401 No-64222 THAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONS a.7U125 AND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARE ,� civlL wowmwopOog805.544.0707 Pf CIVIL SPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THE ��t�fi QF A1�� ENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED IN £©F CAA THE ENGINEERING STANDARDS. DATE , -q DATE: MAR 25, 2021 ELECTRIC CO. DATE MMU ITNVDELOPMENT DIRECTOR DATE GAS CO. DATE jv Z� � r CITY UTILITIES �sIGINE ER DATE20 3 12 v TELEPHONE CO, _ DATE RE O M DED FO PPROVAL BY DAT 0 / 20 TELEVI O CO. DATE OT d-At 1 C to t DATE - _------ 317- %z-1 _ OTHER UTILITY DATE OTHER DATE "Mom DRAWN BY: REVISIONS DESCRIPTION BC!GM APPROVAL PUBLIC IMPROVEMENT PLANS FOR: ENGRI CITY TRACT 3096 - SAN LUIS RANCH MADONNA ROAD CLASS I BIKE PATH AND LEFT TURN LANE MODIFICATIONS TITLE SHEET Mitigation Measure: T-2(c) CHECKED BY: JOB NO. CITY FILE NO. SHEET NS 19111 FMAP-1416-2018 1 OF 16 will RICK ENGINEERING COMPANY SPECIAL NOTES: PUBLIC WORKS STANDARD NOTES: LEGEND ABBREVIATIONS 1. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY OF SAN LUIS OBISPO PROPOSED AGGREGATE BASE AB GAS VALVE GV 1. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE 2015 CALTRANS STANDARDS AND THE MOST CURRENT AIR RELEASE VALVE ARV GRADE BREAK GB CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. EDITION OF THE CITY ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS. THE CURRENT ADOPTED STANDARDS ARE DATED PROPERTY LINE -- - ANGLE POINT AP HOT MIX ASPHALT HMA MAY 2018. RIGHT-OF-WAY - - ASPHALT CONCRETE AC HIGH POINT HP 2. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR CENTERLINE - BEGIN CURB RETURN BCR INVERT INV SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 2. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY OR WITHIN CITY OF SAN LUIS CURB - - - - - - - - - BEGIN CURVE BC CONTROL VALVE ICV CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. OBISPO EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS - - - - - - - - - - .IRRIGATION NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY - - CURB & GUTTER' _ - ._ __ �= -�� BLOWOFF VALVE BO LIGHT POLE LP 3. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES AND REGULATIONS AS SET FORTH BY OSHA. APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, = ' BEGIN VERTICAL CURVE BVC MAILBOX MB STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. FENCE -GENERAL USE X X X X CABLE RISER BOX CR POINT OF CONNECTION POC 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL UTILITIES ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF CENTERLINE CL POINT OF REVERSE CURVE PRC THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION 3. CONTACT THE CITY OF SAN LUIS OBISPO PUBLIC WORKS INSPECTION HOTLINE AT 805-781-7554 AT LEAST TWO WORKING DAYS FLOWLINE - _ _ _ CLEANOUT CO POINT OF REVERSE VERTICAL CURVE PRVC BEFORE PERFORMING ANY WORK. PRIOR TO THE START OF WORK OR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION. RETAINING WALL ELECTRIC BOX EB PROPERTY LINE PL 5. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION 4. ALL TRENCHING AND BACKFILL TO BE DONE TO CITY OF SAN LUIS OBISPO ENGINEERING STANDARDS UNLESS OTHERWISE NOTED. CONTOURS --`= --= END CURB RETURN ECR PROPOSED (P) or (N) AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, TEMPORARY DESILTING BASINS, WATER LINE Vv' W END CURVE EC PUBLIC UTILITY EASEMENT PUE DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY OWNER. 5. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE CITY OF SAN LUIS OBISPO PUBLIC WORKS FIRE SERVICE FS FS END VERTICAL CURVE EVC PUSH BUTTON ASSEMBLY PBA THE CONTRACTOR IS RESPONSIBLE TO ADHERE TO THE PROJECT SWPPP AT ALL TIMES. DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE AND WILL BE SUPPLIED BY CONTRACTOR. SANITARY SEWER LINE S S EXISTING (E) PULL BOX PB ALLOW 5 DAYS FOR APPROVAL. EXISTING GRADE EG RIGHT-OF-WAY. R/W 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD STORM DRAIN LINE SD SD FINISHED GRADE FG TELEPHONE RISER BOX TR MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 6. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR TRENCHING GREATER THAN 5 FEET IN DEPTH. A COPY OF THE GAS LINE G G FINISHED SURFACE FS TOP OF CURB TC ANNUAL, PROVISIONAL, OR TEMPORARY PERMIT SHALL BE PROVIDED TO THE CITY OF SAN LUIS OBISPO BUILDING DIVISION PRIOR ELECTRIC LINE E E 7. WHERE TRENCHES ARE WITHIN EASEMENTS OR WITHIN 10' OF ANY BUILDING, A SOILS REPORT SHALL BE SUBMITTED TO THE TO BUILDING, UTILITY, AND/OR GRADING PERMIT ISSUANCE IF APPLICABLE. ANY OSHA PERMIT EXEMPTION OR WAIVER SHALL BE TELEPHONE T T FINISH FLOOR FF TOP OF FOOTING TF ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER OR SPECIAL INSPECTOR WHICH INDICATES THAT TRENCH BACKFILL WAS PROCESSED ON A FORM PROVIDED BY THE CITY OF SAN LUIS OBISPO BUILDING DIVISION. FIRE DEPARTMENT CONNECTION FDC TOP OF GRATE TG COMPACTED UNDER THE OBSERVATION OF THE SOILS ENGINEER/SPECIAL INSPECTOR AND IN ACCORDANCE WITH THE PROJECT wm WM FLOW LINE FL TOP OF WALL TW SPECIFICATIONS. 7. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR WATER METER GAS METER GM WATER METER WM REPLACED TO THE SATISFACTION OF THE CITY OF SAN LUIS OBISPO PUBLIC WORKS DIRECTOR. 8. ALL FRAMES, COVERS, VALVE BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING GM GM OR RELATED CONSTRUCTION. 8. FOLLOW CITY OF SAN LUIS OBISPO TRAFFIC CONTROL GUIDELINES FOR ALL CONSTRUCTION ACTIVITIES FOUND AT GAS METERH H UTILITY ABBREVIATIONS KRP://wn.sLOCTTY.ORG/PUBLICWORKS/SIDS/APPX-G.PDF UTI LITY NOTES, 9. SHOULD HYDROCARBON CONTAMINATED SOIL BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES, THE APCD AND SLO FIRE ELECTRIC METER EM I EM H AT&T ATT DEPARTMENT MUST BE NOTIFIED AS SOON AS POSSIBLE AND NO LATER THAN 48 HOURS AFTER AFFECTED MATERIAL 1S CHARTER / SPECTRUM C DISCOVERED TO DETERMINE IF AN APCD PERMIT WILL BE REQUIRED. IN ADDITION, STANDARD APCD REQUIRED PROCEDURES ELECTRIC BOX EB EB ❑ DIGITAL WEST DW SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONTAMINATED SOIL IS DISCOVERED. PG&E PGE 1. LOCATION .AND DEPTH OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON AVAILABLE INFORMATION PROVIDED BY OTHERS. SEWER S 10. CALL 811 OR ENTER A USA (UNDERGROUND SERVICE ALERT) TICKET ONLINE BEFORE DIGGING. FOR MORE INFORMATION, VISIT PULL BOX PB PB ❑ SO CAL GAS GAS 2. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING ALL UTILITIES AND RELATED FACILITIES USANORTH811.ORG. STORM DRAIN SD AND FOR THEIR PROTECTION DURING THE COURSE OF CONSTRUCTION. UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS T TR TRAFFIC SIGNAL TS PLAN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS DISTRICT 5 PRIOR TO BEGINNING WORK WITHIN TELEPHONE RISER BOX CALTRANS RIGHT OF WAY. ELECTRIC VAULT WATER W 3. THE CONTRACTOR SHALL NOT INTERRUPT ANY UTILITY SERVICE FUNCTION, DISTURB THE SUPPORT BASE, OR MODIFY ANY FACILITY WITHOUT AUTHORITY FROM UTILITY OWNER. PAC BELL BOX SIGNAL CONTROL BOX 4. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND DEPTH OF EXISTING UNDERGROUND UTILITIES CITY OF SAN LUIS OBISPO GENERAL NOTES: AND NOTIFY ENGINEER OF ANY DISCREPANCIES. DEFERRED SUBMITTALS SANITARY SEWER MANHOLE � O 5. EXISTING PIPELINES/UTILITIES THAT CROSS NEW SYSTEM PIPING OR SIMILAR EXCAVATIONS REQUIRED TO CONSTRUCT THE PIPING, 1. SOLAR -POWERED PATH LIGHTING: THE CONTRACTOR SHALL SUBMIT SPECIFICATIONS AND SHOP SHALL BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED. ALL EXISTING PIPELINES/UTILITES SHALL BE SUPPORTED ACROSS 1 • ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND SURVEYOR DRAWINGS OF THE PROPOSED LIGHT FIXTURE AND APPURTENANCES FOR CITY APPROVAL PRIOR THE EXCAVATION DURING CONSTRUCTION. IN ORDER TO PREVENT SETTLEMENT OF THE UTILITY AFTER INSTALLATION OF THE NEW PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA TO INSTALLATION. SYSTEM, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. BUSINESS AND PROFESSIONS CODE. AC PAVING '�L it `�� 2. NON-STANDARD WATER METER VAULTS AND COVERS: PRIOR TO INSTALLATION, THE CONTRACTOR 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER IF ANY UTILITY IS DISTURBED OR DAMAGED DURING THE 2. THE ADJOINING STREETS SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE CONCRETE 'L a SHALL SUBMIT SPECIFICATIONS AND SHOP DRAWINGS FOR EACH NON-STANDARD WATER METER VAULT AND ACCESS COVER TO BE REPLACED. PLANS MAY INCLUDE REPLACEMENT OF BACKFLOW - _� - . a COURSE OF THE WORK. THE CONTRACTOR SHALL BEAR THE COSTS OF REPAIR OR REPLACEMENT OF ANY MARKED UTILITY END OF EACH DAY. PREVENTION DEVICES AND CHECK VALVE ASSEMBLIES TO AN ABOVE -GROUND LOCATION IF --- CONCRETE PATH AVAILABLE PUBLIC RIGHT OF WAY AND CLEARANCES FROM OTHER UTILITIES IS SUFFICIENT, AND WHERE DAMAGED WAS CAUSED BY THE CONTRACTOR'S ACTIVITIES. AS BY THE CITY. 3. A PRE -CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE .APPROVED 7. ANY WATER LINE PARALLEL TO AND WITHIN 10 FEET OF AN EXCAVATED TRENCH SHALL NOT BE PRESSURIZED. CONTRACTOR TO PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR AND PUBLIC WORKS INSPECTOR SHALL IRRIGATION CONTROL VALVE 0ICV DICV 3. TRENCH DRAINS AND CATCH BASINS AT DRIVEWAYS: CONTRACTOR MAY PROPOSE TO MAINTAIN WATER SERVICE TO EXISTING FACILITIES DURING CONSTRUCTION. BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING REHABILITATE AND/OR REUSE EXISTING TRENCH DRAINS OR CATCH BASINS AT DRIVEWAYS. INSPECTION RESPONSIBILITIES. FIRE HYDRANT PROPOSED IMPROVEMENTS SHALL BE SUBMITTED FOR CITY APPROVAL PRIOR TO WORK. 8. THE CONTRACTOR SHALL RE-ESTABLISH SERVICE TO ALL EXISTING METERS. ea 4. THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR WATER VALVE wv� 9. THE ENGINEERED UTILITY PLANS FOR ELECTRICAL, GAS, AND. COMMUNICATIONS WILL BE A .DEFERRED SUBMITTAL ITEM. THE PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANY BUILDING. DESIGN EXCEPTIONS ENGINEERED UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE "RECORD" SAS FIRE DEPARTMENT CONNECTION APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO CITY FOR REVIEW AND APPROVAL PRIOR TO 5. DRAWINGS OR -BUILT" PLANS ARE REQUIRED FOR ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN 1. CLASS 1 TRAIL WIDTH: THE DESIGN OF THE CLASS 1 TRAIL ALONG THE NORTH SIDE OF MADONNA COMMENCING WITH ANY ONSITE OR OFFSITE UTILITY CONSTRUCTION. CITY EASEMENTS AT THE COMPLETION OF THE PROJECT PER CITY STANDARDS AND CITY STANDARD SPECIFICATIONS. THE 4-WAY SIGN - - -¢ - ROAD BETWEEN EL MERCADO AND MADONNA DRIVE IS MODIFIED FROM CITY STANDARDS DUE TO LIMITED RIGHT OF WAY AND SLOPE CONSTRAINTS. THE DESIGN CONSISTS OF A MODIFIED RECORD DRAWINGS SHALL BE RECEIVED AND ACCEPTED BY THE CITY PRIOR TO FINAL ACCEPTANCE OF THE IMPROVEMENTS SHARED -USE PATH 12-FEET IN WIDTH, CONSISTING OF AN 8-FOOT WIDE CONCRETE SHARED USE 10. CITY RECYCLED WATER OR ANOTHER NON -POTABLE WATER SOURCE, SHALL BE USED FOR CONSTRUCTION WATER (DUST AND/OR OCCUPANCY OF ANY BUILDING. 2-WAY SIGN -II- -o- PATH AND 2-FOOT WIDE STAMPED CONCRETE SHOULDERS ON EACH SIDE. IN ADDITION, A 2-FOOT CONTROL, SOIL COMPACTION, ETC.). AN ANNUAL CONSTRUCTION WATER PERMIT IS AVAILABLE FROM THE CTTY'S UTILITIES STREET LAMP BUFFER IS PROVIDED BETWEEN THE EDGE OF STAMPED CONCRETE SHOULDER AND THE FACE OF CURB. STORMWATER REQUIREMENTS WILL RESULT IN THIS SECTION BEING REDUCED TO A 10-FOOT DEPARTMENT. RECYCLED WATER IS READILY AVAILABLE NEAR THE INTERSECTION OF TANK FARM ROAD AND ORCUTT ROAD. 6. STORMWATER AND DRAINAGE SYSTEM CERTIFICATION IS REQUIRED FROM THE ENGINEER OF RECORD PRIOR TO FINAL STREET LIGHT` SECTION AT TREE WELLS (NO SHOULDER AT TREE WELLS). OTHER FIXED OBJECTS INCLUDING FIRE INSPECTION APPROVALS. THE ENGINEER SHALL CERTIFY THAT THE DRAINAGE AND STORMWATER SYSTEM COMPONENTS HAVE HYDRANTS AND LIGHT POLES MAY BE LOCATED WITHIN THE SHOULDER AREA OF THE PATH, 11. FIRE DEPARTMENT ACCESS SHALL BE PROVIDED FOR EACH CONSTRUCTION PHASE TO THE SATISFACTION OF THE FIRE CHIEF. BEEN INSPECTED AND ARE IN GENERAL CONFORMANCE WITH THE DRAINAGE REPORT, SYSTEM DESIGN, AND THE APPROVED POWER POLE c �) IDENTIFIED WITH OBJECT MARKERS. PHASED STREET CONSTRUCTION SHALL CONSIDER AND PROVIDE SUITABLE FIRE DEPARTMENT HYDRANT ACCESS, CIRCULATION PLANS, INCLUDING ALL FINAL ELEVATIONS, COMPONENT SIZING, DETENTION BASINS, DRAINAGE PIPING, INLETS, WEIR 2. CLASS 1 TRAIL CROSS SLOPE: THE CONSTRUCTION OF A CLASS 1 MULTI -USE TRAIL ALONG THE ROUTES, PASSING LANES, AND TURN -AROUND AREAS IN ACCORDANCE WITH CURRENT CODES AND STANDARDS. ELEVATIONS, AND ORIFICES. PIPELINE MARKER NORTH SIDE OF MADONNA ROAD BETWEEN EL MERCADO AND MADONNA DRIVE INVOLVES CROSSING BENCHMARK DRIVEWAYS AND INCLUDES CURB RAMPS AT EL MERCADO AND MADONNA DRIVE. THE PORTION OF THE TRAIL WITHIN THE DRIVEWAY PAN (TRAIL SHOULDER) AND THE PORTION OF THE TRAIL WITHIN 12. ANY EXCAVATION WITHIN 10FT OF A SO CAL GAS HIGH PRESSURE NATURAL GAS PIPELINE MUST BE COORDINATED THROUGH THE CURB RAMP AREA WILL EXCEED THE CITY STANDARD CROSS SLOPE OF 2%. THE PORTION OF UNDERGROUND SERVICES ALERT (811) WITH A SO CAL GAS CO. STANDBY EMPLOYEE. FOUND MONUMENT • THE PATH OUTSIDE OF THE DRIVEWAY PAN AND CURB RAMPS WILL COMPLY WITH CITY STANDARD, D VELOPER:FOUND ENGIN.EER: A LEVEL CROSSING OPTION. FOUND MONUMENT (MAP) ■ ■ALLOWING 13. ANY .EXCAVATION, SUBGRADE REMOVAL, OR COMPACTION PERFORMED WITHIN 2'OF THE EDGE OF A SO CAL GAS PIPELINE MUST BE DONE UTILIZING HAND TOOLS. ALL HIGH-PRESSURE GAS LINE EXCAVATIONS MUST HAVE A SOCAL GAS EMPLOYEE ON SITE. WELL MONUMENT MI SAN LUIS RANCH, LLC RICK ENGINEERING COMPANY POTHOLE INFORMATION SHALL BE PROVIDED TO SO CAL GAS IF MECHANICAL COMPACTION IS REQUESTED OVER ANY SO CAL GAS 330 JAMES WAY 1160 .MARSH STREET, SUITE 150 SET CONTROL MONUMENT E. El14. PIPELINE. THE EQUIPMENTS WEIGHT, TIME SPENT OVER THE GAS LINE AND MANUFACTURER OF SUCH EQUIPMENT WILL BE PISMO BEACH, CA 93449 SAN LUIS OBISPO, CA 93401 SET MONUMENT PROVIDED TO THE SO CAL GAS ENGINEERING DEPARTMENT TO DETERMINE THE DISTANCE REQUIRED BETWEEN THE TOP OF SET MONUMENT (MAP) PIPELINE AND STARTING DEPTH OF COMPACTION. PHONE: (805) 556-3060 PHONE: (805) 544-0707 CONTACT: GORDON CLOES CONTACT: THOMAS E. MARTIN, P.E. SET WELL MONUMENT - Z� 15. SHOULD ANY RELOCATIONS RE NECESSARY DUE TO CONSTRUCTION ACTIVITIES, EITHER DEEMED BY SO CAL GAS OR ENTITY THRUST BLOCK 0 DESIGNING OR PERFORMING WORK, A WRITTEN RELOCATION LETTER WILL BE SENT TO SO CAL GAS. TREE o 0 TREE TO BE REMOVED USA NORTH 8+1 2 CL Dials gge i NO ow, E 9 No. _A lAIV rem' NOTE: CONCRETE FINISH TO BE MEDIUM BROOM (<6% SLOPE) OR HEAVY BROOM (>6% SLOPE) .900 6 6 AGGREGATE BASE AGG REGATE 6 1 BASE 6" CALTRANS CLASS 3 PERMEABLE MATERIAL WOVEN GEOTEXTILE FABRIC MIRAFI 50OX 3- PERFORATED PIPE (HOLES (OR APPROVED EQUAL) BETWEEN EG DOWN). USE SOLID PIPE AT AND CLASS 3 MATERIAL DRIVEWAY CROSSINGS. TYID I r A I Q f7('%Tl 0 KI - TPAII 2-18" LONG 4 BARS AT EXPANSION JOINTS (TYP.) NTS TWO 6" CURBS PER CITY STANDARD Cv 4020 WITH CONCRETE FILL. POUR MONOLITHICALLY. cr) CONCRETE TO BE COLORED AND Jl(P)' PBS;, SEE 2.00STAMPED TO MATCH EXISTING MEDIAN. 2!�- SIGNAL PLANS TC 148.Q3,,— %tv FINISHED PAVEMENT FS 147,53 03 z to C14 C) At 00 LLJ LAJ V) TYPICAL MEDIAN D ETAI L. NTS R/W 50.00' 6 CURB WHERE OCCURS LA_ 0 AS SHOWN LZ r v) ON PLAN 28' 2'_ 1 12' 10' 10' TRAIL PAVEMENT SECTION PER DETAIL 5 THIS SHEET 2.5' 1 4.12' a- 1.0 6, UPI. 5 (E) S/W �(E) LANE (E) LANE (E) BIKE LANE BUFFER \—(E) BIKE LANE TYPICAL SECTION ROUNDED CONCRETE END CAP 3" YELLOW REFLECTIVE TAPE 4" DIAMETER GALVANIZED IRON PIPE TO BE FILLED WITH CONCRETE AFTER INSTALLATION FINISHED GRADE 4: 15" DIAMETER CONCRETE POURED IN PLACE d NOTE: EXACT LOCATIONS OF PIPE BOLLARDS SHALL BE FIELD COORDINATED AND LOCATED AROUND EQUIPMENT SO THAT WORKING CLEARANCES ARE 15" PRESERVED. 4 BOLLARD DETAIL NTS NTS USA NORTH 8+1 (E) LANE I —PATTERN 75% ROMAN I (TAN) 25% ROMAN 11 (TAN) z 0 C-4 A co I= PERMEABLE PAVERS ROMAN "I" PATTERN -Y PERFORATED PIPE BACK OF CURB 11 OPEN 18 1 2" BEDDING SAND 2.0% 1. 6" CURB AND 18" GUTTER PER CITY STANDARD 4030 CLASS 3 PERMEABLE SEE TRAIL SECTION DETAIL 1 /* I N 18"x18"x12" TREE WELL FRAME OF'" STEEL WITH" FILLET 6" AGGREGATE BASE WELD AND G90 GALVANIZING 9" AFTER FABRICATION 3" PERFORATED PIPE PER ECTION DETAIL 1. SA TREE WELL NTS 0 0 0 9+00 i � SLO CITY #8108 I STA 10+00.00 C) N 2292509.87 E 5762163.13 NOU I L LU t ULI VAGA80 D 3 NNNiHOP L��Y� S�-J�LLOJ J J NN�a�� k 12 s 17+76,8 58.53' LT 17+84.94 58.58' LT 18+50.88 60.09' LT 19+02.99 60.35' LT 19+ 1 48---60:38. -LT I REMOVE EXISTING CURB, Ld 16+25.72 60.00 LT 1 16+60.49 60.00 LT 19+75.04 60.00 LT INLET, AND UNDERDRAIN 0LI VE OL11 � 1 > 1 8 ,,. ® AS 4, 17+31.79 60.00' LT - 11 10 8 „� 2 00 # m 9 10 j� �SPIf/iLT SUI�?F,c,�� ` i � ��., �`".u-.`� �9U�� GIN � Q -- r_ 8 -� LLJ �arym , �= p �" A. a. - y�s Ft 1 1 r-_ (P._G _ EANE wX, _ .H 4 � _t Ff _ R , [ . »f. ,.t-AU- x. 1 -S F7yy v f i ._ '1 1qf,, Ft xd ... , mot' , � i a .. ». n , t r ( n W o r. _ m . .... .. � "{" 4 � if ! {i. r r ..... ..:.. ... .. ._..,.....,,.. ._.._ ..., _. ..: ....,. -... v...:. .. ---^--tee-- _ --'r _ yy ,I1 Y a_ S S S S9H T S S ® 8C� CAUTION: WATER MAIN 9 �- 11 1 9 9 9 9 11 9 9 00 f, 20+, 18+32.53 8.13' LT + 19+40.53 .42' d 15+00 16+00 MA ®o N N A R ®A ® 17+00 N501220 E 18+00 20+00 //) 4 22.45' S 21 +00 18+32.58 12.99' RT f j f SLO CITY #8107 ' STA 20+94.83 w w w w w w f w' N 2293210.60 E 5763004.34 REMOVE EXISTING MEDIAN C i RB 19+40.58 12.70 RT EXISTING tPLE BOX CONCR CULVERT TO REMAIN ,I)EMOLITION NOTES SURVEY NOTES (DSAWCUT EXISTING ASPHALT PAVEMENT LEGEND 1. Benchmark: 4. Survey date: December 24 and 30, 2019. CONTROL TABLE City of Son Luis Obispo Benchmark 121 A. O SAWCUT EXISTING CONCRETE PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT NORTHING FASTING ELEVATION DESCRIPTION Elevation = 144.34 / Datum: NAVD 1988 (SLO 2019) 5. Image token from SLO County; photography date 2019. OREMOVE PORTION OF PEDESTRIAN RAMP 0 1 2292615.98 5762200.06 146.12 SET 5 8" REBAR �"JHLS CONRTOL" 2. Basis of Bearings and horizontal control per ties to SLO 6. REVISION 1 (211,512020) X 3 2292486.48 5762071.67 142.03 FOUND SCRIBED + OTC City Horizontal Control Network dated January 2007. Topographic map updated 2/15/2020 as follows: O4 REMOVE EXISTING TREE, STUMP AND ROOTS GREATER THAN 1-INCH REMOVE CONCRETE CURB &GUTTER 3� s 2292812.16 5762456.43 147.58 SET MAG 0 EXPANSION JOINT SLO #'s 8118 and 8066 were held: S 65'02'17" W -Added Madonna Road island and extended SIDEWALK 11 2293031.15 5762725.32 147.76 SET MAG ® EXPANSION JOINT 5908.78' calculated from published coordinates. To mapped driveway areas utilizing points provided b 13 2293250. 52 5762942. 78 14 Z JJ SET MAG IN PAVEMENT p PP y g p p y 55 EXISTING SIGNAL CONTROLLER AND SERVICE PEDESTAL TO REMAIN. }( 15 2293204.88 5762934.77 146.93 FOUND SCR/BED +" OTC obtain ground distances, mu/tip/y by 1.0000341 Z Cannon .via RICK Engineering. PROTECT IN PLACE. REMOVE PORTION OF EXISTING p 21 A 2292594.83 5762186.82 144.34 BENCHMARK - Additional field work performed by JHLS on DRIVEWAY J. Record centerline and riht-of-wo shown graphically for 211412020 Incorporated. 20 10 0 20 40 60 6 A 8108 2292509.87 5762163.13 BENCHMARK 9 y 9 P y REMOVE BOLLARD REMOVE EXISTING TRAIL 8107 2293210.60 5763004.1 BENCHMARK informational purposes only. No boundary survey was REVISION 2 (212512020) " , performed in conjunction with this topographic mop. Topographic map updated 211512020 as follows: GRAPHIC SCALE. 1 =20 O7 REMOVE PIPE RAILING Centerline determined from SLO Horizontal Network 2007 - Additional field work performed by JHLS on data. Centerline monument wells are visible, but were 212512020 west of Golden Gong entrance incorporated. EXISTING FEATURE TO REMAIN. PROTECT IN PLACE. not accessed or measured. O9 EXISTING UTILITY (PULL BOX, METER BOX, ACCESS LID, VALVE COVER, MANHOLE FRAME AND COVER, ETC) TO BE ADJUSTED TO FINISHED ENGINEER OF RECORD: REVISIONS APPROVAL 171 GRADE. SEE PLAN AND PROFILE SHEETS. DATE A DESCRIPTION ENGR CITY TRACT 3096 - SAN LUIS InNCH 10 EXISTING STREETLIGHT TO REMAIN Q�oF ESSi®� MADONNA ROAD CLASS I BIKE PATH AND 11 REMOVE/RELOCATE SIGN; SEE STRIPING AND SIGN PLAN' 1160 MARSH STREET - SUITE 150 �� PS E. qlF SAN LUIS UBISPQ, CA 93401®� 'A LEFT TURN LANE MODIFICATIONS 12 REMOVE EXISTING PED PUSH BUTTON • m 805.544.0707QD C111 811 BefoeYOU Dig ENGINEERING COMPANY rickengineering.cam No.64222 ^' DEMOLITION PLAN 13 RELOCATE FIRE HYDRANT; SEE PLAN AND PROFILE �. San Luis Obispo San Diego - Denver - Riverside - Orange - Sacramento - Phoenix - Tucson j'1 CIVIL ��Q 14 REMOVE BENCH q�F �� SAN LUIS O B I S P O, CA OF C NO 15 CITY OF SAN LUIS OBISPO BENCHMARK #21-A TO BE REMOVED WITH DRAWN BY: CHECKED BY: JOB NO. CITY FILE NO. SHEET RETAINING CURB AND REESTABLISHED BY PROFESSIONAL SURVEYOR. ��,, _ �_- - - F152 1 150 - 1 148 14 I 6 1 144 - 1 142 - 1 140 - 1138 8+45 8+50 O X X E I ' 1 I i ---il-----f-----�"------I- i ! I ! _ f i tt7 ' t i I L_ -_- _ - - - -- ; ----I----- i----.F- ' - - -, I -v oa - - - l -I-T--- - ter- °"• - -___ `r- `o ___ to �.-. _ _.. - -- • �-C°- __ _ - -- l - �- - -- _ ._ -- --1---;- - _ �__ -- �- - - I - -� t- -- -- - , EG SA - - CUB-- � - -�-- - -- I � , ; . ; a .- �- +---;-- N-%�.- 0 _,nto t a 1 aco po -1- m -- - N C9- - - , - - - d- d- 7� __..}-lam_-_ • --- t o _ + __-r- rn -- - r-1- m - - -. 2% .- -- --- - - -�--O:X rn c� - + m - - - - i o C? � - �` - -i I .2 8 1 - - -- - �. � EG ®FLOWLINE '- t : f t - = -- --� - _ i O Co ao �-- - O _ _....._..-�--0� ca -- _ ---;-- _ _ - -- ---- - --- __ ---- r+ --� --+- +- --- - - ---- --i - ----- --- - --... _ -- f t-r _ _...- - - _- CD - --- -- o - -- - - }- o -r---- - - -r - -- --------------- t--- __ __ -�-- - _.___ ___a--__ � � i _____!._ _'-�-----_• -__-,-__._._ _. -..jam---j-.-..�_.- -- -I- - -_-_ --_-__ _ ____T -_----�----� -- _i_-_-_-}- __. _%'-_._--t- _-�-- ___-.��--_ - i -�- ---r - - --r 9+00 r EDGE OF cunt 11 nC'D 9+50 PROFILE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=2.5' APPROXIMATE PROPERTY 'LINE, NOTE E URVEYED 0 o -H In O ` I d0",' Ki 10+00 145 o `r' / ul �� N O Lo,�llj v o6 t f cn 25 o+ d cn A ai `--� - MIN 145 ,7Q ' -Qo J Lo � U-)14- q- C) C) 00 O 40^4� EXISTING FIBEROPTIC LINES III m 14�.86 .17 . . MVZM�mffi of WA FS 143.43' k!4 awn I wi VIA- pArm ---- --- --�. a ► .:: 24 OVERALL WIDTH (W) 10'-9" AND SIDE OPENING WIDTH (C) 7'-6" - 9+00 - N50'12'20"E HORIZONTAL CONTROL TABLE # NORTHING EASTING ELEVATION DESCRIPTION 1 2292615.98 5762200.06 146.12 SET 5/8" REBAR "JHLS" CONTROL 3 2292486.48 5762071.67 142.03 FOUND SCRIBED "+" OTC 6 2292812.16 5762456.43 147.58 SET MAG @ EXPANSION JOINT 11 2293031.15 5762725.32 147.76 SET MAG @EXPANSION JOINT 13 2293250.52 5762942.78 147.33 SET MAG IN PAVEMENT 15 2293204.88 5762934.77 146.93 FOUND SCRIBED "+" OTC 21-A 2292594.83 5762186.82 144.34 BENCHMARK 8108 2292509.87 5762163.13 BENCHMARK 8107 2293210.60 5763004.34 BENCHMARK �r 10 5 0 10 20 30 GRAPHIC SCALE: 1 "=10' USA NORTH 00 coo•(E) 12" WATER o r + o v' „_. + 1960 CAST IRON + o w a w '_ S O + N + In rn v (E) 6" SEWER o U �- w 1967 VCP cn MADONNA ROAD N 2292509.87 L Cl TY E 5762163.13 r � 10+00 0 I vZ 0 � ►�. �i��iii�. 000NSTRUCT 6" AC OVER 18" AB PER TYPICAL SECTION ON SHEET 3 150 O EXISTING STREET LIGHT/SIGNAL POLE TO REMAIN O3 CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4030 148 4 REPLACE FIRE HYDRANT AND SERVICE PER CITY OF SAN LUIS OBISPO STD 6310. LOCATE NEW HYDRANT AND SHUTOFF VALVE PER PLAN O5 REMOVE EXISTING FIRE HYDRANT VALVE; INSTALL NEW VALVE PER PLAN 146 6 0 SAWCUT EXISTING AC 7 O REMOVE EX. WATER VALVE; INSTALL NEW VALVE AND COVER PER PLAN 88 REPLACE EXISTING WATER SERVICE AND METER BOX PER SLO STD 6210. 144 CONNECT TO EXISTING PRIVATE SERVICE LINE OUTSIDE OF CITY R/W N 9 O RELOCATE STREET LIGHT AND RESET PULL BOX PER CITY OF SAN LUIS M OBISPO STANDARD DETAIL 7910 142 10 O REPLACE PRIVATE FIRE SERVICE AND SHUT OFF VALVE PER CITY OF SAN J u- LUIS OBISPO STANDARD DETAIL 6530 11 CURB PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4020 140 (6" TYPICAL, 12" MAX.) 12 REMOVE AND REPLACE TRENCH DRAIN, OUTLET THROUGH CURB FACE O13 DRIVEWAY RAMP PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD 138 DETAIL 2115 WITH 1 5" LIP 10+50 11 +00 14 CURB RAMP PER DETAIL 6, SHEET 3. 15 CURB INLET PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355 WITH EXTENDED SIDE OPENING PER DETAIL 3360. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 16 RECONSTRUCT CURB OUTLET PER CITY STD 3410 17 REMOVE & REPLACE SD JUNCTION BOX AND SIDEWALK UNDERDRAIN G O L D L N D-ONG EXISTING RETAINING WALL TO REMAIN BEGIN 6" CURB 20 END 6" CURB 748 21 RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER PER CITY OF SAN - LUIS OBISPO STANDARD DETAIL 6550 -� 22 ADJUST EXISTING UTILITY ACCESS COVER TO GRADE PER UTILITY OWNER o AND CITY REQUIREMENTS. FIELD VERIFY UTILITY TYPE AND COORDINATE 'r? oo - - '--` WITH OWNER. REUSE ACCESS COVER ONLY IF COMPLIANT WITH ADA r SLO CITY 21-A REQUIREMENTS WHERE LOCATED IN BIKE/PED PATH OR SHOULDER, AND BENCHMARK REUSE IS APPROVED BY THE CITY. �n � 144.34� 0 8 + Lo MEDIAN PER DETAIL 2 ON SHEET 3 2g O �p 24 CATCH BASIN PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING _ THROUGH BASIN WALL. N50'12'20" W _b 25 RECONSTRUCT AC 26 TREE WE P L 9, SHEET 3 LL ER DETAIU Lli i 27REMOVE EXISTING CURB INLET STRUCTURE AND MANHOLE INSTAI I S(11 AR-PUPPIrn PATH 11C.WTINf; rPF'FNSHINF I IIMINA I IIMINAIRF Lo + b o V) -I-I O U 0 o W &v +_ GENERAL NOTES ul N ¢ 1. SEE SHEET 10 FOR SIGNAL MODIFICATION PLAN (EL MERCADO) N 2. SEE SHEET 11 FOR SIGNAL MODIFICATION PLAN (US 101 SB RAMPS/MADONNA INN DRIVEWAY) 11+00 LEGEND STAMPED CONCRETE PATH SHOULDER, "CREEK STONE" FINISH, NO COLOR PERMEABLE PAVERS, SEE SHEET 3 FOR DETAILS ASPHALT CONCRETE PAVEMENT PER DETAIL 5, SHEET 3. DRIVEWAY PAVING TO MATCH EXISTING. PCC SIDEWALK/CLASS I PATH. SEE TYPICAL SECTION, SHEET 3 COMMERCIAL DRIVEWAY PER CITY STD 2116 152 150 148 146 144 142 140 138 11 +00 L Ld V) Ld Ld O Ld J U I- 11 0 _ -� I i - _ 1 I ! ; I I ' �--i--..-r--_ �- I �. —k .-I --�..-----}-- _--�- _: -�- ----1 ---r- -i---F--=---r------�---'i--�--�- - ;---;--7--- {' —. --- - �— -I '-----i--- ---L'- -i-- i --- -_} _ I � _— __i_ -_ i •- �" -'�. � -`- --T— r---=r----t-t'---t1--- i • __�---�—r— _— i I I ! i I. I i .T-- - i t - —I I I i— - r---- _ W V ,00 � —_--i - -------t I � F G EG-*--SAWCUT--- -- ®TOP OF CURB — G -- I i _ ---- 1 ---- - - —_ -?---- . . d•---! -_— ;__—_O �----P--�- O d' -! —� - _(' - I ----I---- _ i I-- �---_ -�- _-- - - - � ---- -- -- j---j----�---------- - - ... _ ----- �-- 7. - s-- i i I -_ Lo— op . OWLINE L: IQN _— _--„c=a—•l ---o -- jI-------+ii----- -- -lI m ----- ` -t-'-`--W - -_— -_ - } - -- _ � -- - - - + '_--- t-1--- —�- — : , T 11 +50 APPROXIMATE PROPERTY LINE, NOT SURVEYED 28 2 /EGA / /�_ __ / C 145.12 P E 10 5 0 10 20 30 GRAPHIC SCALE: 1 "=10' 12+00 PROF LE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=2.5' v Lq L0 CONFIRM CONTENTS OF EX. `CONFIRM CONTENTS OF EX. TRAFFIC SIGNAL BOX WITH CITY TRAFFIC SIGNAL BOX WITH CITY STREET LIGHT ID #2031 TRANSPORTATION DIVISION TRANSPORTATION DIVISION 9 5 00 4 TC -146.05 147 N50' 12'20"E J� USA' Nfore You Dig aT"� Be 12+50 13+00 aEST WESTERN HOTEL CONNECT TO EXISTING PRIVATE FIRE SERVICE LINE OUTSIDE OF CITY RIGHT OF WAY. CONTRACTOR TO POTHOLE TO VERIFY LOCATION OF PRIVATE FIRE SERVICE LINE. 0 R/W �? _ 11 l� TC 147.29 MADONNA ROAD - 152 - 150 0 -146 - 144 - 142 -140 138 13+50 CONSTRUCTION NOTES (DCONSTRUCT 6" AC OVER 18" AB PER TYPICAL SECTION ON SHEET 3 Q2 EXISTING STREET LIGHT/SIGNAL POLE TO REMAIN O3 CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4030 4 REPLACE FIRE HYDRANT AND SERVICE PER CITY OF SAN LUIS OBISPO STD 6310. LOCATE NEW HYDRANT AND SHUTOFF VALVE PER PLAN O5 REMOVE EXISTING FIRE HYDRANT VALVE; INSTALL NEW VALVE PER PLAN - 6 SAWCUT EXISTING AC O REMOVE EX. WATER VALVE; INSTALL NEW VALVE AND COVER PER PLAN O8 REPLACE EXISTING WATER SERVICE AND METER BOX PER SLO STD 6210. CONNECT TO EXISTING PRIVATE SERVICE LINE OUTSIDE OF CITY R/W 9 RELOCATE STREET LIGHT AND RESET PULL BOX PER CITY OF SAN LUIS O OBISPO STANDARD DETAIL 7910 10 REPLACE PRIVATE FIRE SERVICE AND SHUT OFF VALVE PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6530 11 CURB PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4020 (6 TYPICAL, 12 MAX.) 12 REMOVE AND REPLACE TRENCH DRAIN OUTLET THROUGH CURB FACE 13 DRIVEWAY RAMP PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD O DETAIL 2115 WITH 1.5" LIP. 14 CURB RAMP PER DETAIL 6, SHEET 3. 15 CURB INLET PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355 WITH EXTENDED SIDE OPENING PER DETAIL 3360. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 16 RECONSTRUCT CURB OUTLET PER CITY STD 3410 17 REMOVE & REPLACE SD JUNCTION BOX AND SIDEWALK UNDERDRAIN 18 EXISTING RETAINING WALL TO REMAIN 19 BEGIN 6" CURB 20 END 6" CURB 21 RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6550 22 ADJUST EXISTING UTILITY ACCESS COVER TO GRADE PER UTILITY OWNER AND CITY REQUIREMENTS. FIELD VERIFY UTILITY TYPE AND COORDINATE WITH OWNER. REUSE ACCESS COVER ONLY IF COMPLIANT WITH ADA REQUIREMENTS WHERE LOCATED IN BIKE/PED PATH OR SHOULDER, AND REUSE IS APPROVED BY THE CITY. 23 MEDIAN PER DETAIL 2 ON SHEET 3 24 CATCH BASIN PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 25 RECONSTRUCT AC 26 TREE WELL PER DETAIL 9, SHEET 3 27 REMOVE EXISTING CURB INLET STRUCTURE AND MANHOLE 28 INSTALL SOLAR —POWERED PATH LIGHTING GREENSHINE LUMINA LUMINAIRE (40W) AND 20—FOOT POLE PER MANUFACTURER SPECIFICATIONS, OR EQUIVALENT PRODUCT APPROVED BY THE CITY. 29 RECONSTRUCT EXISTING SIDEWALK UNDERDRAIN PER CITY STD 3415 THROUGH CURB FACE OR CATCH BASIN WALL PER PLAN. 30 REPLACE FIRE SERVICE METER BOX PER CITY STD 6250 GENERAL NOTES 1. SEE SHEET 10 FOR SIGNAL MODIFICATION PLAN (EL MERCADO) 2. SEE SHEET 11 FOR SIGNAL MODIFICATION PLAN (US 101 SB RAMPS/MADONNA INN DRIVEWAY) LEGEND STAMPED CONCRETE PATH SHOULDER, "CREEK STONE" FINISH, NO COLOR PERMEABLE PAVERS, SEE SHEET 3 FOR DETAILS ASPHALT CONCRETE PAVEMENT PER DETAIL 5, SHEET 3. DRIVEWAY PAVING TO MATCH EXISTING. PCC SIDEWALK/CLASS I PATH. SEE TYPICAL SECTION, SHEET 3 COMMERCIAL DRIVEWAY PER CITY STD a 2116 0 W; 156 - 154 - 152 - 150 - 1".� iEMo 144 13+50 0 0 4._—__:._1._,__�� —_ I ' r - 200 D --------�-------._..,.------__STA:-15�59:r�4 1 1 i- 'l > -PVI ELEV --1-49 1 �- -I I t : i I - r-- - - �j I i y I .t TT I t FG ® TOP OF CURB r-c� m _ — — - - -- - - - I 45 , I t 1 ; : I - i � i — : I- t ; 1 , -----+ --j -- -f- - +--,---- -- - 1\ I -t -+ - i �--- - --... -- -j-- i- - --- ---.V..— - -�-Uj i i EG ®FLOWLINE .i . Tom_ I\LO 00 -f --- —r ; - F- i p�--1- �•- � i j 1 j j— r CD + , cy to - — -- cl -- r — O - --+- -!--------, - - - -Imo.-_T---- }--- r- - -- -- - - --- -J ----d- - -- _- -- i -- --- --- -- i _ i 14+00 48 10 5 0 10 20 30 GRAPHIC SCALE: 1 "=10' N50' 12'20"E 7 U SA N O RT'H 81 Before ... S�► 14+50 PROFILE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=2.5' lmz 15+00 15+50 -158 - 156 - 154 - 152 -150 - 148 144 16+00 00 W V) W Llj O r W Z o 0 w w Q U r 16 .00 CONSTRUCTION NOTES 000NSTRUCT 6" AC OVER 18" AB PER TYPICAL SECTION ON SHEET 3 O2 EXISTING STREET LIGHT/SIGNAL POLE TO REMAIN O CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4030 O4 REPLACE FIRE HYDRANT AND SERVICE PER CITY OF SAN LUIS OBISPO STD 6310. LOCATE NEW HYDRANT AND SHUTOFF VALVE PER PLAN 5 REMOVE EXISTING FIRE HYDRANT VALVE; INSTALL NEW VALVE PER PLAN O 6 SAWCUT EXISTING AC O O REMOVE EX. WATER VALVE; INSTALL NEW VALVE AND COVER PER PLAN �8 REPLACE EXISTING WATER SERVICE AND METER BOX PER SLO STD 6210. CONNECT TO EXISTING PRIVATE SERVICE LINE OUTSIDE OF CITY R W / 9 RELOCATE STREET LIGHT AND RESET PULL BOX PER CITY OF SAN LUIS O OBISPO STANDARD DETAIL 7910 OFF VALVE PER CITY OF AN 10 REPLACE PRIVATE FIRE SERVICE AND SHUTS O LUIS OBISPO STANDARD DETAIL 6530 11 CURB PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4020 (6" TYPICAL, 12" MAX.) REMOVE AND REPLACE TRENCH DRAIN OUTLET THROUGH CURB FACE O12 13 DRIVEWAY RAMP PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD DETAIL 2115 WITH 1.5" LIP. 14 CURB RAMP PER DETAIL 6, SHEET 3. 15 CURB INLET PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355 WITH EXTENDED SIDE. OPENING PER DETAIL 3360. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 16 RECONSTRUCT CURB OUTLET PER CITY STD 3410 17 REMOVE & REPLACE SD JUNCTION BOX AND SIDEWALK UNDERDRAIN 18 EXISTING RETAINING WALL TO REMAIN 19 BEGIN 6" CURB 20 END 6" CURB 21 RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6550 22 ADJUST EXISTING UTILITY ACCESS COVER TO GRADE PER UTILITY OWNER AND CITY REQUIREMENTS. FIELD VERIFY UTILITY TYPE AND COORDINATE WITH OWNER. REUSE ACCESS COVER ONLY IF COMPLIANT WITH ADA REQUIREMENTS WHERE LOCATED IN BIKE/PED PATH OR SHOULDER, AND REUSE IS APPROVED BY THE CITY. 23 MEDIAN PER DETAIL 2 ON SHEET 3 24 CATCH BASIN PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 25 RECONSTRUCT AC 26 TREE WELL PER DETAIL 9, SHEET 3 27 REMOVE EXISTING CURB INLET STRUCTURE AND MANHOLE 28 INSTALL SOLAR -POWERED PATH LIGHTING GREENSHINE LUMINA LUMINAIRE (40W) AND 20-FOOT POLE PER MANUFACTURER SPECIFICATIONS, OR EQUIVALENT PRODUCT APPROVED BY THE CITY. 29 RECONSTRUCT EXISTING SIDEWALK UNDERDRAIN PER CITY STD 3415 THROUGH CURB FACE OR CATCH BASIN WALL PER PLAN. 30 REPLACE FIRE SERVICE METER BOX PER CITY STD 6250 GENERAL NOTES 1. SEE SHEET 10 FOR SIGNAL MODIFICATION PLAN (EL MERCADO) 2. SEE SHEET 11 FOR SIGNAL MODIFICATION PLAN (US 101 SB RAMPS/MADONNA INN DRIVEWAY) LEGEND STAMPED CONCRETE PATH SHOULDER, "CREEK STONE" FINISH, NO COLOR PERMEABLE PAVERS, SEE SHEET 3 FOR DETAILS ASPHALT CONCRETE PAVEMENT PER DETAIL 5, SHEET 3. DRIVEWAY PAVING TO MATCH EXISTING. PCC SIDEWALK/CLASS I PATH. SEE TYPICAL SECTION, SHEET 3 COMMERCIAL DRIVEWAY PER CITY STD 2116 o) 2 158 156 154 152 150 • 146 - 144 16+00 Z D H 0 0 , : I I , : t I i I i i — -,----a--�— ---' :.�--- -I i i---,- i ---i—fll --r----t- ----t----*--- --� � -- --F---- ---- � —�— i -�— -I --i--1----}----i ^ -'�— �-- '=— --.—��. _ ..---- — --y----'*-- —; ----,- 200.6 -- VC t I t ELEV 149 12 -s i -1- i I I ! cA _ -1-- i - rf3-- - i - _o oq- -i-- f 4- — , i —0 m -- 'C0 C+D -�--I- I i----� I ----- -- __-.._.. .. .._.. .._._ -- --- .......... i- ....._.. _t..-.. I ....... _.. - — -_-- --- - - --- i� - - r � : in _ - I _ __ - - _ - - - ----- -- U.) cc. -- - -- —_ .. L --- — — — — — - ----- — — -�— — __ --r +— �. _- - - --±----.._-- i i- --f------ .- C3 + .� ----t-{\ m--j---r-- h m..- _ FG ®TOP OF CUR EGA Ny` — —�_ -a�f'YbU� - �}_ -r�" r r -F h .*--'-' --- _ _ , ! - -F- _ 00 m -----co } 00 t - — ---- ---- a - --- r- -- --`- - _ . — ---- N --- + ,--I - - -r---- - t ---- - - -- -_ _- I _ - ^ ; ---r---- —------- -- -0 —_ O , N - - j --- ---- O� -----r-- _- ----} - - i ---f ----�- - - I - L . _— — . —T— —;—}—'cfl ----- - J co �---, T--+- — { — F t-- —t O J --+— .�-�---,----------5--- t �--I----�--- t— r--T-- E --r—col-f---- FLOWLI N E FG � FLOVYLINE � Phi SD_ j � �- �- L � , Imo. -- -t-- - -r -n J---� -- - - ----;---�-- - --- - ---- - - �_ � -�---a------>-----�------ o d- +- -;-------i-----f- ----�---� O ----- , _ _ 3"-._ - 1 .__T�-_._____�___....-1._.- ._.._W� _ I _J.�_Ji- ! _ , j i _ I _'L_--.._ I i i. 7 3 M/ —T-- —t —i ---- j —T — - r— — —;— }--r - - 16+50 10 5 0 10 20 30 GRAPHIC SCALE: 1 "=10' USA NORTH8'i' 17+00 PROFILE 17+50 18+00 O 1 CONSTRUCT 6" AC OVER 18" AB PER TYPICAL SECTION ON SHEET 3 - 156 O EXISTING STREET LIGHT/SIGNAL POLE TO REMAIN �3 CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4030 - 154 REPLACE FIRE HYDRANT AND SERVICE PER CITY OF SAN LUIS OBISPO STD 6310. LOCATE NEW HYDRANT AND SHUTOFF VALVE PER PLAN - 152 - 150 - 148 - 146 144 18+50 o i R n We T W 5 O REMOVE EXISTING FIRE HYDRANT VALVE; INSTALL NEW VALVE PER PLAN 6 O SAWCUT EXISTING AC REMOVE EX. WATER VALVE; INSTALL NEW VALVE AND COVER PER PLAN REPLACE EXISTING WATER SERVICE AND METER BOX PER SLO STD 6210. CONNECT TO EXISTING PRIVATE SERVICE LINE OUTSIDE OF CITY R/W g RELOCATE STREET LIGHT AND RESET PULL BOX PER CITY OF SAN LUIS O OBISPO STANDARD DETAIL 7910 10 REPLACE PRIVATE FIRE SERVICE AND SHUT OFF VALVE PER CITY OF SAN O LUIS OBISPO STANDARD DETAIL 6530 11 CURB PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4020 6u TYPICAL 12- MAX. 12 REMOVEAND REPLACE TRENCH RAIN OUTLET THROUGH CURB FACE C DRAIN, O13 A DRIVEWAY RAMP PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD DETAIL 2115 WITH 1.5" LIP. 14 CURB RAMP PER DETAIL 6, SHEET 3. 15 CURB INLET PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355 WITH EXTENDED SIDE OPENING PER DETAIL 3360. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 16 RECONSTRUCT CURB OUTLET PER CITY STD 3410 17 REMOVE & REPLACE SD JUNCTION BOX AND SIDEWALK UNDERDRAIN 18 EXISTING RETAINING WALL TO REMAIN 19 BEGIN 6" CURB 20 END 6" CURB 21 RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6550 22 ADJUST EXISTING UTILITY ACCESS COVER TO GRADE PER UTILITY OWNER AND CITY REQUIREMENTS. FIELD VERIFY UTILITY TYPE AND COORDINATE WITH OWNER. REUSE ACCESS COVER ONLY IF COMPLIANT WITH ADA REQUIREMENTS WHERE LOCATED IN BIKE/PED PATH OR SHOULDER, AND REUSE IS APPROVED BY THE CITY. 23 MEDIAN PER DETAIL 2 ON SHEET 3 24 CATCH BASIN PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. 25 RECONSTRUCT AC 26 TREE WELL PER DETAIL 9, SHEET 3 27 REMOVE EXISTING CURB INLET STRUCTURE AND MANHOLE 28 INSTALL SOLAR -POWERED PATH LIGHTING GREENSHINE LUMINA LUMINAIRE (40W) AND 20-FOOT POLE PER MANUFACTURER SPECIFICATIONS, OR EQUIVALENT PRODUCT APPROVED BY THE CITY. 29 RECONSTRUCT EXISTING SIDEWALK UNDERDRAIN PER CITY STD 3415 THROUGH CURB FACE OR CATCH BASIN WALL PER PLAN. 30 REPLACE FIRE SERVICE METER BOX PER CITY STD 6250 GENERAL NOTES 1. SEE SHEET 10 FOR SIGNAL MODIFICATION PLAN (EL MERCADO) 2. SEE SHEET 11 FOR SIGNAL MODIFICATION PLAN (US 101 SB RAMPS/MADONNA INN DRIVEWAY) LEGEND STAMPED CONCRETE PATH SHOULDER, "CREEK STONE" FINISH, NO COLOR PERMEABLE PAVERS, SEE SHEET 3 FOR DETAILS ASPHALT CONCRETE PAVEMENT PER DETAIL 5, SHEET 3. DRIVEWAY PAVING TO MATCH EXISTING. PCC SIDEWALK/CLASS I PATH. SEE TYPICAL SECTION, SHEET 3 COMMERCIAL DRIVEWAY PER CITY STD 2116 1 2 158 156 154 152 150 148 146 144 18+50 c 2 G Lu C L�.I ,Lr. Lf) 4 a O Lo 00 — LLj a 0 19+00 19+50 PROFILE HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=2.5' �4 10 5 0 10 20 30 GRAPHIC SCALE: 1 "=10' 81-18LL S7.A7J ON USA NORTH -- _ _ _�-� pe) n --�- - - —_T -- . (o-_ Lo — - r m —. to sf + --- — -F --. -- --- d d-. —_ - FG om�-- ®TOP OF CURB -- - _ _f_ N r-__O -- - - --- FL OWLINE EG ® cv 0 - - 0%_.. - :: - Nd°=— cwcm�_— 80% 1.04% - _ 16% - _ __ op_—_ �_— _—__ _.._: — — — �_._ _ 0.30% — - : - - -- --- --- -- -S— _ - O _�--- j - _ - _ -- tv -- I -- - }- --04U__ -- , r--- - r - - - - --- --, --i-- 20+00 IDENTICAL CURB RETURN PROFILE POINT HORIZONTAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=2.5' 20+50 - 150 - 148 - 146 144 20+85 CONSTRUCTION NOTES (DCONSTRUCT 6" AC OVER 18" AB PER TYPICAL SECTION ON SHEET 3 O EXISTING STREET LIGHT/SIGNAL POLE TO REMAIN O3 CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4030 O4 REPLACE FIRE HYDRANT AND SERVICE PER CITY OF SAN LUIS OBISPO STD 6310. LOCATE NEW HYDRANT AND SHUTOFF VALVE PER PLAN �5 REMOVE EXISTING FIRE HYDRANT VALVE; INSTALL NEW VALVE PER PLAN O6 SAWCUT EXISTING AC O7 REMOVE EX. WATER VALVE; INSTALL NEW VALVE AND COVER PER PLAN O8 REPLACE EXISTING WATER SERVICE AND METER BOX PER SLO STD 6210. CONNECT TO EXISTING PRIVATE SERVICE LINE OUTSIDE OF CITY R/W �9 RELOCATE STREET LIGHT AND RESET PULL BOX PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 7910 10 REPLACE PRIVATE FIRE SERVICE AND SHUT OFF VALVE PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 6530 11 CURB PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 4020 (6" TYPICAL, 12" MAX.) 12 REMOVE AND REPLACE TRENCH DRAIN, OUTLET THROUGH CURB FACE 13 DRIVEWAY RAMP PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD DETAIL 2115 WITH 1.5" LIP. 14 CURB RAMP PER DETAIL 6, SHEET 3. 15 CURB INLET PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355 WITH EXTENDED SIDE OPENING PER DETAIL 3360. CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING THROUGH BASIN WALL. DEVELOP ER/CANTRACT R TO RECONSTRUCT CURB OUTLET PER CITY STD 3410 COORDINATE WITH YADON�NA INN FOR / h0 — — 17 REMOVE & REPLACE SD JUNCTION BOX AND SIDEWALK UNDERDRAIN RELOCATION/ EMOVAL OF EXISTING LAN AG'AND BOULDERS /� / 18 EXISTING RETAINING WALL TO REMAIN OL E /i/ o+ 19 BEGIN 6" CURB ,AUTION!C'�-�-N5 OLIVE � � � 20 END 6" CURB ! FIBEROPTIC LINES 2e O 00 ITV OF CURB INLET0 c° 21 00 RELOCATE REDUCED PRESSURE BACKFLOW PREVENTER PER CITY OF SAN 0 QLUIS OBISPO STANDARD DETAIL 6550 So' M "? - 22 ADJUST EXISTING UTILITY ACCESS COVER TO GRADE PER UTILITY OWNER °oo ° - + / o; 4 x „�'- ---_____� AND CITY REQUIREMENTS. FIELD VERIFY UTILITY TYPE AND COORDINATE (EG 14B.9f�i N °°o° / ° � ON T + ``' WITH OWNER. REUSE ACCESS COVER ONLY IF COMPLIANT WITH ADA TC f7: f PED PATH OR SHOULDER, AND �-146. p_12'13'12 REUSE I APPROVED THE CI 19 20 22 R_g0.00 _ MEDIAN DETAIL 2 ON SHEET 3 ' M 23 �E �-7 22 An T` air �, c 24 CATCH BASIN PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3355. -- ,; f i CONNECT INFILTRATION PIPES FROM DETAIL 1 SHEET 3 BY CORING f r, w THROUGH BASIN WALL. T - 25 RECONSTRUCT AC Q N - 26 TREE WELL PER DETAIL 9, SHEET 3 J.._.(E) SIGNAL POLE; 0'C, ~ J ' 3 co PROTECT IN PLACE FOR CURB RAMP / 27 REMOVE EXISTING CURB INLET STRUCTURE AND MANHOLE - r - + m __� _.:�_ _- + _ -- -- --- � S MAT*NEE w N w 'f N DETAIL 4 ON SHEET 3 " 28 INSTALL SOLAR -POWERED PATH LIGHTING GREENSHINE LUMINA LUMINAIRE G�� (E) 12 WATER (40W) AND 20 FOOT POLE PER MANUFACTURER SPECIFICATIONS, OR i 1960 CAST IRON / S EQUIVALENT PRODUCT APPROVED BY THE CITY. 147 RECONSTRUCT EXISTING SIDEWALK UNDERDRAIN PER CITY STD 3415 t THROUGH CURB FACE OR CATCH BASIN WALL PER PLAN. o v~i c~n Lo S 30 REPLACE FIRE SERVICE METER BOX PER CITY STD '6250 mow"' Low"' / o = o = (E) 6" SEWER `V a N 1967 VCP Lo-�cn u- GENERAL NOTES N 1. SEE SHEET 10 FOR SIGNAL MODIFICATION PLAN (EL MERCADO) / 2. SEE SHEET 11 FOR SIGNAL MODIFICATION PLAN (US 101 SB RAMPS/MADONNA INN DRIVEWAY) MADONNA ROAD LINE AND CURVE TABLE LINE #/CURVE # LENGTH BEARING/DELTA RADIUS 71 24.44' 012'5658" 108.12' Lil 22.72' 012*4542" 102.01' 131 21.52' N50'01'03"E 4 32.95' 078' 15'23" 24.13' 5 7.12' N28' 14'20"W F-61 26.60' 015'14'34" 100.00' 7 J 20.95' S34'55'54"W F8-1 13.20' 015*07'26" 50.00' Fil 48.43 S50'03'20"W 21 i LEGEND SL 0 CITY STAMPED CONCRETE PATH SHOULDER, #8 107 "CREEK STONE" FINISH, NO COLOR PERMEABLE PAVERS, SEE SHEET 3 FOR DETAILS ASPHALT CONCRETE PAVEMENT PER DETAIL 5, w SHEET 3. DRIVEWAY PAVING TO MATCH EXISTING. PCC SIDEWALK/CLASS I PATH. SEE TYPICAL SECTION, SHEET 3 COMMERCIAL DRIVEWAY PER CITY STD 2116 ROLE AND EQUIPMENT try-SCHEDUL STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN NO. LED* SPECIAL REQUIREMENTS Type Hgt Sig M.A. Lum M.A. A B VEHICLE MTG, PPB QUAD 29-5-100 30' 55' 15' 79W EX. EX. MAT MAS SV-2-T 1 -A (N) 10' STA 9+67.1 TP-1-T '06 N 3 7.4' LT (N) 15TS (N) 30' 151 70W STA 10+24.5 49.0t LT SV-3-T (N) SP-2-T (N) 06 s E 9 H PP lB 4$ STA 10+27 E LEE ❑LT POST (N) 38.0 '08 26-3-70 30' 45' 151 79W EX. EX, 2 MAS SV-1-T SP-1-T - PPBP 41 - - EX, EX. - 08 W 14 1-A 10 EX. EX. - TV--1 -T SP-1-T 02 N 1-A 10, EX. EX. - TV-2-T SP-1-T 02 S 1-A Ex. EX. - TV-1 -T - I ALL EQUIPMENT EXISTING UNLESS NOTED WITH "(N) #P CONSTRUCTION NOT ❑1 EXISTING TYPE 332 TRAFFIC SIGNAL CONTROLLER IN EXISTING TYPE "P" TRAFFIC SIGNAL CONTROLLER CABINET WITH BATTERY BACKUP SYSTEM TO REMAIN. EXISTING TYPE III (100A, 240V) SIGNAL AND LIGHTING SERVICE CABINET TO REMAIN. n3 EXISTING EMERGENCY VEHICLE PREEMPTION EQUIPMENT TO REMAIN. 2 EXISTING ITERIS VIDEO IMAGE SENSOR TO REMAIN. a EXISTING ENCOM INTEGRATED 5.8 GHZ RADIO TO REMAIN. m EXISTING POLE -MOUNTED SIGN TO REMAIN. F71 RELOCATE EXISTING 1-A POLE AND EQUIPMENT. a REMOVE EXISTING 1-A POLE AND EQUIPMENT. POLE AND EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR. a PROVIDE AND INSTALL NEW 15TS POLE AND EQUIPMENT AS SHOWN. 10 PROVIDE AND INSTALL A NEW PEDESTRIAN PUSH BUTTON ASSEMBLY POST PER CALTRANS STANDARD PLAN ES-7A. Fil PROVIDE VIDEO DETECTION ZONE AS SHOWN. 9 PROVIDE AND INSTALL A NEW R9-5 SIGN ON POLE. Fl -31 PROVIDE AND INSTALL A NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD AND HOUSING PER SECTION 4E.04 OF THE CA MUTCD. Fl 4 PROVIDE AND INSTALL A NEW POLARA APS PUSH BUTTON SYSTEM PER MANUFACTURERS SPECIFICATIONS. REMOVE EXISTING PUSH BUTTON, REMOVED EQUIPMENT TO BECOME THE PROPERTY OF THE CONTRACTOR. AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. BC INSTALLINSTALL PULL BOX IN EXISTING CONDUIT RUN. CC CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND EX. 1.5 Itc., INSTALL CONDUCTORS AS INDICATED. 1-SIC APPROX. 700' TO RC EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF CONTROLLER AT SOUTHEAST THE CONTRACTOR. CORNER OF MADONNA FRS] REMOVE AND SALVAGE EQUIPMENT. RD/DALIDIO DR. [R-L] RELOCATE EQUIPMENT. I SIGNS THIS SHEET &ow_ k.AJVl%4 I UVVVI'4 I I f-L UC- 1/-UL (PER MUTCD SECTION 4E.04) NOT TO SCALE EXISTING GENERAL NOTES PHASE DIAGRAM 1. ALL MATERIALS AND EOUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, BARRIER 2, CONTRACTOR SHALL FOLLOW THE RECENT EDITIONS OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND FNjriNFFPINr. qTANDARnr, CALIFORNIA NIA MANUAL ON UNIFORM TRAFFIC CONTROL PHASE DIAGRAM NOT USED _4> 01 02 03 04 NOT USED 05 1 06 07 1 08 5 2 A C' 9 6 (349(CA 416L C 8 CC 06P L @ 8P` 401 EX 1.5"C. fi -VIC 7RS 4 08 B 6J4U 12' 14 F�H D 10' 3 Z10' 6J4L 06 10, ZZ 16J4L < rz 10' +0 0 10+00 L Z_ ' 20 = 15' RAISED MEDIAN EVPE A Fillu 02&05-/ L\ 01 ===l r 7- I1 511u 0 05--1 _Af ct�Ex. 1.5 PC,, F= 13' loy 214E 3#2 EVPE B 3 10, 01 &06 4 - L 02 10 214L 10' 7> 7 10' 214U 4 10 13 7) 213L 04 02 02 3 F - - zz (R49(CA)) 08P\ -zz - — - — - — - — MADONNA ROAD PIC., EX. 2 0 2P ;;7' (H) S14 1 -SIC APPROX. 1,150' TO (R3-4) 6 f CONTROLLER AT SOUTHEAST CORNER OF MADONNA 13 RD/US-101 SB RAMPS 'I', it it < 0 lit! I Ot w 16' 12 i k12"1 12 j it 11 � N � !I I W I ', ! l 8J6L NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 9 DEVICES (CA MUTCD), 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS. 3. ALL NEW CONDUCTORS AND CABLES SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX. ALL NEW WIRING SHALL BE INSTALLED IN EXISTING CONDUITS. CONTRACTOR SHALL VERIFY THAT EXISTING CONDUIT IS VIABLE PRIOR TO PROCEEDING WITH INSTALLATION. IF CONDUIT CAPACITY IS NEEDED, CONTRACTOR SHALL REMOVE ABANDONED DETECTOR LOOP CABLE. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO REMOVING ABANDONED DETECTOR WIRE. 4. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE TO CITY PRIOR TO SCHEDULING SIGNAL MODIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CITY STAFF, VENDORS, MANUFACTURERS. COORDINATE ALL SIGNAL WORK WITH SIGNAL TECH, KELLY LINDSAY. 5. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. 6. NEW AND RELOCATED PULL BOXES TO BE LOCATED AWAY FROM DRIVEWAYS AND ADA CURB RAMPS. CONDUCTOR AND CONDUIT SCHEDULE AWG SIZE OR P H POLE OR CONDUIT SIZE AND RUN 2.5" 3.5 15" 3" 3" 2-3" CABLE TYPE A S CIRCUIT L ZL POLE Q =Mimi a mmm mmm mm mm TOTAL___CAb LES #8 IGROUND 'Ili 'I 'I #10 SAFETY LIGHTING 2 1 2 1 2 1 - I - I - SIGNAL INTERCONNECT CABLE 1 2 2 E.V.P.E CABLE 1 1 1 2 COAXIAL VIDEO CABLE BELDON 8281 OR GREATER 2 2 CAMERA VIDEO CABLE 16-3S0 CABLE OR EQUAL 2 2 RADIO -CAT 5 (ETHERNET) CONDUIT FILL PERCENTAGES -1 407. -347. 1 3471_1 8%] 277.1 42c7:1 ALL CONDUCTORS EXISTING UNLESS NOTED WITH 200' TO X-WALK ,-EX. 1.5"C. cm 6J3U 6J2L 6J2U 11 20 10 0 20 40 60 6=mm=mJ GRAPHIC SCALE 111- 201 POLE AND EQUIPMENRIR.YIT GHEDULE - ■ I I.IIIII..R11.IR■ I R .RRI�RRI 1 1 I R! I III STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN NO. LED* SPECIAL REQUIREMENTS Type Hgt Sig M.A. Lum M.A. A B VEHICLE MTG. PPB QUAD A 26 -4-100 30' 45' 12' 137W EX. EX. 2—MAS SV--1—T SP-1—T -- — El 1—A 10' — — — EX. EX. — TV-2—T 02 N F2] 26--4— 100 30' 45' 12' 137W EX. EX. 2—MAS SV-2-=--T SP--1 —T 02 N 73 1—A 10' - — — EX. EX. TV— 1—T SP--1 —T 07 E F3� 29-5-100 30 50' 12' 137W EX. EX. 3--MAS SV-2—TA SP--2—T 07 E 0 0 PPA POST 4' — _ — 5, 8' _ — 0G S Eg (N)- C 26-3-100 30' 45' 12' 137W EX. EX. MAS SV-2—T 1—A 7' — - — EX. E. TP---1—T 06 W R3 I ALL EQUIPMENT EXISTING UNLESS NOTE WITH ff(N)tl Ex. 2"c., 1—SIC APPROX. 1,150' TO CONTROLLER AT NORTHWEST CORNER OF MADONNA RD/EL MERCADO GENERAL NOTES 1. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. CONTRACTOR SHALL FOLLOW THE RECENT EDITIONS OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 2015 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SIGNS THIS SHEET PLANS AND SPECIFICATIONS. 3. ALL NEW CONDUCTORS AND CABLES SHALL BE LABELED IN THE CONTROLLER CABINET AND EACH PULL BOX. ALL NEW WIRING SHALL BE INSTALLED IN EXISTING CONDUITS. CONTRACTOR SHALL VERIFY THAT EXISTING CONDUIT IS VIABLE PRIOR TO PROCEEDING WITH INSTALLATION. IF CONDUIT CAPACITY IS NEEDED, CONTRACTOR SHALL REMOVE ABANDONED DETECTOR LOOP CABLE. CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO USE REMOVING ABANDONED DETECTOR WIRE. PED 4. CONTRACTOR SHALL PROVIDE 2 WEEKS NOTICE TO CITY AND CALTRANS SIGNAL PRIOR TO SCHEDULING SIGNAL MODIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CITY STAFF, CALTRANS, VENDORS, MANUFACTURERS. COORDINATE ALL SIGNAL WORK WITH SIGNAL TECH, KELLY LINDSAY AND CALTRANS TRAFFIC SIGNAL TECH. R9-5 5. THIS PLAN IS ACCURATE FOR SIGNAL WORK ONLY. B LOOP DETECTORS SHALL BE INSTALLED PER CALTRANS TYPICAL LOOP ARRAY DETAIL (TO BE USED WHEN REPLACING EXISTING TYPE C DETECTOR LOOPS) DATED 5/2013. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL. WORK ONLY PROPOSED PHASE DIAGRAM BARRIER PHASE DIAGRAM 4LA NOT USED NOT USED '0 1 02 03 04 o---a 4 9 05 06 07 08 CONDUCTOR AND CONDUIT SCHEDULE AWG SIZE OR P H POLE OR CONDUIT SIZE AND RUN 3" 3» 3Y! 4Y! 40 ! 30 3" 2--4}! CABLE TYPE A S E CIRCUIT 1 2 4 5 7 s Loalm HOPE- TOTAL CABLES #$ cRouNo SAFETY LIGHTING — 2 2 2 2 2 2 — LOOP DETECTOR mm ==_ mm �ePieeee �ss�ee�e� AA��me■i� SIGNAL INTERCONNECT CABLE — — 1 1 1 — — 2 APS CABLE E.V.P.E CABLE CONDUIT FILL PERCENTAGES 1 71267.144% 1 .347 42% 1 15% 25% 1.30% NOTE: ALL EQUIPMENT, CONDUCTORS AND DLC ARE EXISTING UNLESS -- INDICATED AS MARKED WITH )Y*!, ** REUSE EXISTING DLC AT THE DISCRETION OF CITY/CALTRANS ...r_ INSPECTOR. J 94V I IV JLt%LG oval 1V /i 7i �l a ■ '1i/f \`I 1 —JIC I _--` EX. 1 .5"C'., 1--SIC APPROX. 1,150' TO CONTROLLER AT SOUTHEAST CORNER OF MADONNA RD/US-101 NB RAMPS CONSTRUCTION NOTES. - EXISTING MODEL 2070 CONTROLLER ASSEMBLY WITH BATTERY BACKUP SYSTEM TO REMAIN. EXISTING TYPE III—CF (100A, 240V) SIGNAL AND LIGHTING SERVICE CABINET TO REMAIN. EXISTING POLE AND EQUIPMENT TO REMAIN. PROVIDE AND INSTALL A NEW R9-5 SIGN ON POLE. SPLICE PROPOSED TYPE C AND D DETECTORS IN SERIES. G REMOVE EXISTING DLC AND REUSE AT THE DISCRETION OF CITY/CALTRANS INSPECTOR. EEgEXISTING 3-CONDUCTOR MIRE FOR EXISTING POLE F (TO BE REMOVED). INSTALL NEW CONDUCTORS AS SHOWN ON CONDUCTOR AND CONDUIT SCHEDULE FOR POLE F (PROPOSED). AB ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. FC INSTALL PULL BOX IN EXISTING CONDUIT RUN. Eq SPLICE NEW TO EXISTING CONDUCTORS, Eg EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. 20 10 0 24 44 60 GRAPHIC SCALE 111= 20' 0 0 4" YELLOW, TYP. (R7-9a) - (60-- LF)--- I /_ 101 1- --- _ _Y> (R7-9a) 10+00 1_5 -' 4" WHITE (50 LF) - TS , EL MERCADO CONSTRUCTION NOTES: SIGN LEGEND a CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING BY GRIND AND SEAL OR OTHER CITY APPROVED METHOD. YIELD 2]INSTALL INTERSECTION CROSSING BIKE LANE MARKINGS PER DETAIL A THIS SHEET. HERE FL EXISTING R2-1(40) SIGN AS SHOWN; E EXISTING 00 TOO R7-9a SIGN PANEL. L4P S IN BUS STOIGN FOR ROUTES 2B AND 3A. 131-5 D5 INSTALL HI-VIS CROSSWALK PER SLO CITY STANDARD DRAWING 7350, MODIFIED PER DETAIL C THIS SHEET. F6_1 CLASS 1 DASHED CENTERLINE PER FIGURE 9C-2 OF THE CA MUTCD. F7 12" WIDE WHITE THERMOPLASTIC LINE. Ifl 4" WIDE WHITE DIAGONALS AT 10' O.C. F91 WHITE YIELD LIMIT LINE AND WHITE "YIELD" MARKINGS PER FIGURE 313-16 OF THE CA MUTCD. 11-01 FURNISH AND INSTALL PEDESTRIAN„ BIKE AND ARROW PAVEMENT MARKINGS PER DETAIL B THIS SHEET. 1 1 INSTALL R26(CA), R 10-15(RT)(MOD) AND OM2-1 V SIGNS. F12] INSTALL SURFACE -MOUNTED OM2-1 H OBJECT MARKER. MAINTAIN 3-FOOT MINIMUM FROM FIRE HYDRANTS. Fl-31 INSTALL R1-1 AND W4-4P(MOD) SIGN ASSEMBLY. [14] INSTALL R 1-1, D 1-3b(MOD), R81(CA), AND R81 B(CA) SIGN ASSEMBLY. [151 INSTALL TYPE IV ARROW PER CALTRANS STANDARD A24A. 16 INSTALL W9-1 RIGHT LANE ENDS SIGN. 17 FURNISH AND INSTALL PEDESTRIAN AND ARROW PAVEMENT MARKINGS PER DETAIL B THIS SHEET. R18 12" WHITE LIMIT LINE AND 3'X4' YELLOW TACTILE WARNING WITH TRUNCATED DOMES. R19 INSTALL R10-15(RT)(MOD) AND W4-4P(MOD) SIGN ASSEMBLY. GENERAL NOTES: 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO CA MUTCD 2014 REV 4 AND CALTRANS STANDARDS. 2. NEW SIGNS SHALL BE INSTALLED PER CITY ENGINEERING STANDARDS 7210 AND 7215. 3. ALL NEW ROADWAY STRIPING SHALL BE THERMOPLASTIC. PCC PATH STRIPING TO BE TRAFFIC RATED PAINT UNLESS OTHERWISE NOTED. 4. GREEN PAVEMENT MARKINGS SHALL BE COLOR -SAFE MMA (BIKE LANE GREEN) OR APPROVED EQUAL. BIKE LANE COATING SHALL CONFORM TO THE FOLLOWING FEDERAL HIGHWAY ADMINISTRATION (FHWA) REQUIREMENTS FOR GREEN PAINTED BIKE LANES. A. THE DAYTIME CHROMACITY COORDINATES FOR THE COLOR USED FOR GREEN COLORED PAVEMENT SHALL BE AS FOLLOWS: 1 2 3 4 X Y X Y X Y X Y 0.230 0J54 0266 0.500 0.367 0.500 0.444 0.555 THE DAYTIME LUMINANCE FACTOR (Y) SHALL BE AT LEAST 7, BUT NO MORE THAN 35. B. THE NIGHTTIME CHROMACITY COORDINATES FOR THE COLOR USED FOR GREEN COLORED PAVEMENT SHALL BE AS FOLLOWS: 1 2 3 4 X Y X Y X Y X Y 0.230 0J54 0.336 0.540 10.450 0.500 10.479 0.520 PRIOR TO INSTALLATION THE CONTRACTOR SHALL SUBMIT A COLOR SAMPLE AND MANUFACTURER SPECIFICATIONS INDICATING COMPLIANCE WITH THE FHWA REQUIREMENTS AS INDICATED ABOVE. Ammr PARKING ANY BIKE PATH TIME R81(CA) R26(CA) MADONNA INN BIKE PATH 0EAD Ilk C� BIKE PATH BEGIN R81A CA A(CA) NO MOTOR END MOTORIZED R 81 B (CA) D1-3b(MOD) BICYCLES TURNING R44A(CA) VEHICLES WATCH FOR BIKES v TO INTIT7 � A-9AG R3-18 W4-4P(MOD) OM2-1H R10-15(RT)(MOD) LEGEND TS .TRAFFIC SIGNAL RELOCATE RL REMOVE AND SALVAGE RS GRIND GR SIGN LOCATION T SIGN DETAIL NO. W44 EXISTING SIGN (R1-1) �- PAVEMENT MARKINGS: TYPE IV ARROW TYPE III ARROW TYPE VII ARROW (R) -��- TYPE VI ARROW EXIST. PVMT. MARKINGS STOP STREET CENTERLINE - RIGHT-OF-WAY -- DRIVEWAY 4 nn' R nn' D ETAI L "As' BIKE LANE INTERSECTION CROSSING 0 NO SCALE NOTE: MARKINGS SHALL BE 30" 6" 30" 6„ MELT-DOWN THERMOPLASTIC SHEETS (ENNIS FLINT OR CITY -APPROVED 16 22" EQUIVALENT PRODUCT). 40" pw�� - - 0- 00 O 12 2.5" GREEN WHITE ARROW WITH CIRCLE, BLACK 1.5" BLACK BORDER BACKGROUND 2.5" YELLOW CIRCLE, WITH WHITE BLACK BACKGROUND WITH BIKE SYMBOL WHITE PED SYMBOL DETAIL "B" BIKE/PED DIRECTIONAL SYMBOLS Fi-ol NO SCALE 24" WHITE tail „Tf DETAIL "C» GENERAL NOTE 4 HI-VIS BIKE/PED CROSSWALK F51 NO SCALE Ln + I-- � z (-D Q V) LiJ W O zm i Q = Lij U W �-- L) Q DRIVEWAY r% CT A l l 01'7 M (TRANSIT SIGN) Z Z ® 40 20 0 40 80 120 GRAPHIC SCALE 111= 40' R10-15 2 ' 00, 21 k00- 22+00 T• DETAIL 40-" (12 0 LF) DETAIL 40-)\ (4 _r, I F) (G92(CA)/ M3-3/ - G26-2(CA)/ M6-2a(L)) US-101 SB RAMPS \! 7 I'1VLm1 Lai 01 \ F,Lm RA UPw-s R/W CL R/W CL R/W CL R/W CL R/W CL 15 ,,,,� 150 1 # 150 15 , # 150 15 150 15 150 N En I a i I 1 I I I a # I I I i i i { ! 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I Iti tV £i? tk I I _-. t 15 50 i Ls E s i 150 15 _ i �• �, 00 rn ram) �' 3 1 rrs OD n i _ _m�. � -- ---- _ _ � - _. € i _ I ! "- �_ het _ -.'_ _' s _. r-' v I i _. L ANC E E EN E N L ', f QT � R J TR J TION. { �' Y ' _ s ' i I -•,_ r .-�T"-_-,.-.a._..._„_. i ---_.-.�------,1,.-.. ..-. aAs __ _ � ----e.• _-._.�e. _.v.�--._.-- i .,I---_---+ _ -, 1 ' � i Iill i ; i !' .--- s i ]47.1L? fS i - - 1 56 41 (-16 (_3.9 %� i f ( I i i taa 4 ) 3 i, n — F 14 145 14 145 �-75 —50 --25 0 �-75 —50 —25 0 G IT 20+25 2 Q wrl.v � . " -m L (a 1 <_ :: I el mwi 1 ENGINEER OF RECORD: REVISIONS �aPPRoa DATE DESCRIPTION ENGR CITY TRACT3096-SAN LUISRANCH mi .�- �s ----�, 4 2 L MADONNA ROAD CLASS I EMI E PATH AN Dtoo �'l_ �o I II T ��-r - s Ire a v ° �'S E. ' SECTION SCALES: � 4 � LEFT TURN LAME MODIFICATIONSsum tf •� SAN LUIS OBISPO, CA 93401 �� ;, VERTICAL: i = 4 805.5 .0707 � � - - lll�Li E COIvIP,1Y No.64222 HORIZONTAL: 1 :f= 0' I 84�01��'au � rlcken fneer�n .cam � �CROSS SECTIONS &m Lug Obbpo San Olep - Gerww- ftnndde - Orarw - _%ff mem - Ph wdx-'Tucson { �' CIVIL - - _ SAN LU S OIL I S PO, CA OF CN�. -, . I:-. ,� DRAWL �3`: CHECKED BY: JOB NO. CITY FILE NO. SHEET . 16 i � ____ - d ___ .DATE: 12111 i202fl BC IVS 19111 EMAF'-1416-2018 � OF Ld 0 m LLJ Ld Ld z I 0 00 -f- V) )LV L.11 I ff D 1 V© STA 10+00,00 i 0 N 2292509.87 E 5762163.13 � I NOTES STORMIWATER BM1Ps LEGEND CASQA BMP # DESCRIPTION SYMBOL 1. EROSION AND SEDIMENT CONTROL IS THE RESPONSIBILITY OF THE PROPERTY OWNER OR (SEE CONSTRUCTION BMP MANUAL FOR DETAILS THEIR DELEGATED RESPONSIBLE PARTY, THE RECOMMENDATIONS PRESENTED ON THIS PLAN ARE PRELIMINARY, AND SHOULD BE MODIFIED APPROPRIATELY BY THE PROPERTY SE-1 SILT FENCE -`MIMI OWNER OR THEIR DELEGATED RESPONSIBLE PARTY AND THE QSP AS SITE CONDITIONS CHANGE. SE-5 FIBER ROLL 1_ 2, GRAVEL BAG CHECK DAMS PER CASQA SE-4 CAN BE SUBSTITUTED FOR FIBER ROLLS IN AREAS OF CONCENTRATED FLOW SUCH AS ROAD EDGES/GUTTERS. SE-10 STORM GRAIN INLET PROTECTION 3. CONSTRUCTION EQUIPMENT, WHILE NOT IN USE, SHOULD BE PARKED 100 FEET AWAY FROM THE BANKS OF DRAINAGE, AND PLACE DRIP PANS BENEATH THE EQUIPMENT, 4. ANY DISTURBED/GRADED AREA TO BE INACTIVE FOR 14 DAYS OR MORE SHALL BE STABILIZED WITH AN EROSION CONTROL BMP SUCH AS CASQA EC-3, EC-4, EC-5, EC-7 AND EC-15. ANY SEED MIX SHALL BE APPROVED BY PROJECT ENVIRONMENTAL CONSULTANT AND OSP PRIOR TO HYDROSEEDING. IF SHORT-TERM STABILIZATION IS PREFERRED, A BONDED FIBER MATRIX (BFM) OR MULCH MAY BE USED AND SHOULD BE COORDINATED WITH PROJECT ENVIRONMENTAL CONSULTANT AND OSP PRIOR TO INSTALLATION. 5. CONSTRUCTION TIV I AC IT ES (E.G. GRADING., CONCRETE POURING, ETC.) SHOULD BE ENGINEER OF RECORD: REVISIONS RESCHEDULED AND COORDINATED BASED ON POTENTIAL PRECIPITATION PURSUANT TO DATEDESCRIPTION CASQA EC-1, 6. DISTURBED AREAS/SLOPES SHOULD INCLUDE SEDIMENT AND EROSION CONTROL BMPS PURSUANT TO CASQA SECTION 3--EROSION AND SEDIMENT CONTROL BMPS. SPACING BETWEEN BMPS SHOULD BE COORDINATED WITH OSP AND SET BASED ON SLOPE. � !` i 1 �C� �+�ARS�-i BEET - I,.J1TE 15� �s E. 7. INACTIVE STOCKPILES SHOULD BE COVERED AND BERRIED PURSUANT TO CASQA WM--3.SAN UII}� 194}1' 8. MATERIALS SHOULD BE APPROPRIATELY STORED AND USED PURSUANT TO CASQA WM--1qmz �,. Be AND WM--2, �� ftroym 805.544.0707 9. PROPOSED INLETS AND STORM DRAIN SHALL BE PROTECTED WHEN INSTALLED PER rall Before 1 I) EN s t �.L7IV4PAW rickengtneering.com No.6+22, CASQA SE-10. Sam l ulaObispo San Dkgo - Der - Rhode - Oranp - Sacramento Phoerbc -Tucson CIVIL 10. REFER TO PROJECT SWPPP AND THE DOCUMENT ALL PERMITS ISSUED FOR SAN LUIS RANCH", DATED AUGUST 2018 FOR ADDITIONAL REQUIREMENTS AND RESTRICTIONS FOR . O e .�+ WORK TO BE COMPLETED WITHIN AROUND JURISDICTIONAL AREAS, DRAWN BY. NS DATE: 1211112020 APPROVAL :-NGRI CITY CHECKED BY: NS 3 0 w m w w w z J 2 U 00 O H I 20 10 0 20 40 60 GRAPHIC SCALE: 1 "=20' T0 A RIACT 3096 -RANCH MADONNA ROAD CLASS I BIKE PATH AND LEFT TURN LANE MODIFICATIONS EROSION CONTROL PLAN •: •CITY FILE NO. SHEET s ' . 1 i # OF 6 0