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CallOR1-800-642-2444EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.GENERAL NOTES1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDINGDEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TOSTARTING OF CONSTRUCTION AND OF THE TIME LOCATION OF THE PRECONSTRUCTIONCONFERENCE. ANY CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS OR PRIORNOTIFICATION TO THE BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE AT THECONTRACTOR’S AND/OR OWNER’S RISK.2. FOR ANY CONSTRUCTION PERFORMED THAT IS NOT IN COMPLIANCE WITH PLANS OR PERMITSAPPROVED FOR THE PROJECT THE CITY BUILDING DEPARTMENT MAY REVOKE ALL ACTIVEPERMITS AND RECOMMEND THAT CITY CODE ENFORCEMENT PROVIDE A WRITTEN NOTICE ORSTOP WORK ORDER.3. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENTCITY OF SAN LUIS OBISPO BUILDING DEPARTMENT STANDARDS AND ALL WORK SHALL BESUBJECT TO THE APPROVAL OF THE BUILDING DEPARTMENT.4. THE PROJECT OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND/ORMAINTAINING ALL WEATHER ACCESS AT ALL TIMES TO EXISTING PROPERTIES LOCATED IN THEVICINITY OF WORK. ADDITIONALLY, THEY SHALL BE RESPONSIBLE FOR MAINTAINING ALLEXISTING SERVICES, INCLUDING UTILITY, GARBAGE COLLECTION, MAIL DISTRIBUTION, ETC, TOALL EXISTING PROPERTIES LOCATED IN THE VICINITY OF WORK.5. ON-SITE HAZARDS TO PUBLIC SAFETY SHALL BE SHIELDED BY CONSTRUCTION FENCING.FENCING SHALL BE MAINTAINED BY THE PROJECT OWNER AND CONTRACTOR UNTIL SUCHTIME THAT THE PROJECT IS COMPLETED AND OCCUPIED, POTENTIAL HAZARDS HAVE BEENMITIGATED, OR ALTERNATIVE PROTECTIVE MEASURES HAVE BEEN INSTALLED.6. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY PUBLIC IMPROVEMENTSTANDARDS. TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE TESTRESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.7. ROADWAY COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL, AGGREGATE BASEMATERIAL, AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADEPRIOR TO THE PLACEMENT OF THE NEXT MATERIAL LIFT.8. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THEZONE BETWEEN FINISHED SUBGRADE ELEVATION AND A MINIMUM OF ONE FOOT BELOW. ALLMATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO90% RELATIVE COMPACTION.9. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE IMPROVEMENTS WHEN COMPLETEDARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR A FINAL INSPECTION.RECORD DRAWINGS SHALL BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVILENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING AS-BUILT PLANS MAY BEPRESENT WHEN THE FINAL INSPECTION IS MADE BY THE CITY .10. AN ENGINEER OF WORK AGREEMENT AND AN ENGINEER CHECKING AND INSPECTIONAGREEMENT ARE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE BUILDINGDEPARTMENT SHALL BE NOTIFIED IN WRITING OF ANY CHANGES TO THE ENGINEER OF WORKAGREEMENT. CONSTRUCTION SHALL NOT PROCEED WITHOUT AN ENGINEER OF WORK.11. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.12. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITYRIGHT-OF-WAY. THE ENCROACHMENT PERMIT MAY ESTABLISH ADDITIONAL UTILITY ANDTRAFFIC CONTROL REQUIREMENTS.13. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY BUILDING DEPARTMENT MAY REQUIREREVISIONS 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 OFWORK.14. HYDROSEEDING OR OTHER PERMANENT EROSION CONTROL SHALL BE PLACED ANDESTABLISHED WITH 90% COVERAGE ON ALL DISTURBED SURFACES (OTHER THAN PAVED ORGRAVEL SURFACES) PRIOR TO THE FINAL INSPECTION.15. FOR ANY PUBLIC IMPROVEMENTS TO BE MAINTAINED BY THE CITY , IF ENVIRONMENTALPERMITS FROM THE U.S. ARMY CORPS OF ENGINEERS, THE CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD/STATE WATER RESOURCES CONTROL BOARD, OR THE CALIFORNIADEPARTMENT OF FISH & GAME ARE REQUIRED, THE DEVELOPER SHALL:15.a. SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENTOR,15.b. DOCUMENT THAT THE REGULATORY AGENCIES DETERMINED THAT SAID PERMIT IS NOTREQUIRED;PRIOR TO ACCEPTANCE OF THE COMPLETED IMPROVEMENTS FOR CITY MAINTENANCE ANDRELEASE OF IMPROVEMENT SECURITY. ANY MITIGATION MONITORING REQUIRED BY SAIDPERMITS WILL REMAIN THE RESPONSIBILITY OF THE DEVELOPER.16. WHEN THE PROJECT SITE EARTHWORK IS NOT INTENDED TO BALANCE THEN A SEPARATEGRADING PERMIT FOR THE SENDING OR RECEIVING PROPERTY MAY BE REQUIRED. A COPY OFTHE PERMIT/S OR EVIDENCE THAT NO PERMITS ARE REQUIRED SHALL BE SUBMITTED TO THEDEPARTMENT PRIOR TO COMMENCING PROJECT EARTHWORK.PROJECT PRE-CONSTRUCTION MEETINGPRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITHTHE REPRESENTATIVE OF THE CITY OF SAN LUIS OBISPO, THE CIVIL ENGINEER OF RECORD, THESOILS ENGINEER OF RECORD, THE GRADING CONTRACTOR OF RECORD, THE OWNER/DEVELOPER,AND OTHERS REQUIRED TO IMPLEMENT AND TO SUPPORT THIS PROJECT. THE OWNER/DEVELOPERSHALL COORDINATE THIS MEETING WITH THE CITY REPRESENTATIVE AND OTHER PARTIES.OBSERVATION AND TESTING PROGRAMTHE SOILS ENGINEER OF RECORD SHALL OBSERVE THE FOLLOWING TASKS:1. PLACEMENT, BACKFILL, AND COMPACTION OF FILL MATERIALBI-WEEKLY REPORTS ARE REQUIRED BY THE SOILS ENGINEER OF RECORD TO THE GRADINGINSPECTOR, MONITORING THE JOB PROGRESS INCLUDING THE STATUS OF EROSION &SEDIMENTATION MONITORING.A FINAL REPORT IS REQUIRED FOR ENGINEERING GRADING INCLUDING ALL COMPACTIONREPORTS.PROJECT REPORT REQUIREMENTSFINAL REPORTSFINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH U.B.C. SECTION 3318.1PAD CERTIFICATION REQUIREMENTA SOIL OR CIVIL ENGINEER SHALL DETERMINE GRADING PERFORMED FOR THIS PROJECT IS INSUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND IS SUITABLE TO SUPPORT THEINTENDED STRUCTURE(S). THE ENGINEER SHALL SUBMIT A FINAL REPORT TO THE CITY OF SAN LUISOBISPO.SOIL REPORT REQUIREMENTSTHE SOIL REPORT SL-16264-SA OBSERVATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. AREPRESENTATIVE OF THE GEOTECHNICAL SERVICES SHALL OBSERVE ALL APPLICATIONS REGARDINGGENERAL GRADING, PAD GRADING, SLOPE CONSTRUCTION, UTILITY TRENCHES AND FOUNDATIONCONSTRUCTION.GRADING NOTES1. ALL GRADING CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CODES AS NOTED UNDER"APPLICABLE CODES" HEADING.2. THE DEVELOPER SHALL BE RESPONSIBLE FOR SCHEDULING A PRE-CONSTRUCTION MEETINGWITH THE CITY AND OTHER AFFECTED AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITYBUILDING DEPARTMENT AT LEAST 24 HOURS PRIOR TO ANY WORK BEING PERFORMED, ANDARRANGE FOR INSPECTION.3. GRADING SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT#SL-16264-SA BY EARTH SYSTEMS PACIFIC, INC. , DATE 4/21/2011 FILED WITH THE CITY OF SANLUIS OBISPO.4. SOILS ENGINEER TO DETERMINE THE SOIL IS SUITABLE TO SUPPORT THE INTENDED STRUCTURE.SUCH REPORT INCLUDING PROGRESS AND/OR COMPACTION REPORTS SHALL BE SUBMITTED TOTHE FIELD INSPECTOR PRIOR TO FINAL INSPECTION WHEN A SOILS REPORT IS OBTAINED. THECITY POLICY REGARDING PAD CERTIFICATION SHALL BE FOLLOWED. WHEN APPLICABLE THEENGINEER SHALL OBSERVE THE GRADING OPERATION(S) AND PROVIDE THE FIELD INSPECTORWITH REQUIRED COMPACTION REPORTS AND A REPORT STATING THAT THE GRADINGPERFORMED HAS BEEN OBSERVED AND IS IN CONFORMANCE WITH THE UBC AND CITYORDINANCES.5. NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONEVERTICAL (2:1).6. DUST CONTROL IS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.7. AREAS OF FILL SHALL BE SCARIFIED, BENCHED AND RECOMPACTED PRIOR TO REPLACING FILLAND OBSERVED BY A SOIL OR CIVIL ENGINEER.8. FILL MATERIAL WILL BE RECOMPACTED TO 90% OF MAXIMUM DENSITY.9. REMOVE ANY DELETERIOUS MATERIAL ENCOUNTERED BEFORE PLACING FILL.10. ALL DISTURBED AREAS SHALL BE HYDRO SEEDED OR PLANTED WITH APPROVED EROSIONCONTROL VEGETATION AS SOON AS PRACTICAL AFTER CONSTRUCTION IS COMPLETE.11. MINIMUM SETBACK TO CREEKS AND BLUFFS SHALL BE MAINTAINED. MINIMUM SETBACK OF TWOFEET FROM ALL PROPERTY LINES WILL BE MAINTAINED FOR ALL GRADING.12. MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR THE FIRST TEN FEET AROUNDPERIMETER.13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEYMARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BERESET AT THE CONTRACTOR'S EXPENSE.14. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHT OF WAY SHALL HAVEAN APPROPRIATE CONTRACTOR'S LICENSE, A LOCAL BUSINESS LICENSE, AND SHALL OBTAIN ANENCROACHMENT PERMIT.15. ENGINEERING REPORTS FOR CUT OR FILL SLOPES STEEPER THAN 2:1 SHALL BE SUBMITTED TOTHE FIELD INSPECTOR.UNDERGROUND UTILITY NOTES1. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHINTHE JOB SITE. HOWEVER, ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURESMAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE.THE CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDOTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.2. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. THECONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811TWO TO TEN DAYS PRIOR TO THE START OF EXCAVATION AND SHALL VERIFY THE LOCATION OFANY KNOWN UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BEPRESENT DURING EXCAVATION.SPECIAL INSPECTIONS1. ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2016 CALIFORNIA BUILDING CODE(CBC) CHAPTER 17.2. SPECIAL INSPECTION REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE OWNER ORREGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'SAGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONSDURING CONSTRUCTION ON ALL TASKS IDENTIFIED BELOW.3. SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATECOMPETENCE, TO THE SATISFACTION OF THE CITY BUILDING DEPARTMENT. NAMES ANDQUALIFICATIONS OF SPECIAL INSPECTOR(S) SHALL BE SUBMITTED TO THE CITY BUILDINGDEPARTMENT FOR APPROVAL.4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS LISTED IN THESPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THECITY BUILDING DEPARTMENT AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK. THESTATEMENT SHALL CONTAIN THE ITEMS LISTED IN CBC 1706.1.5. A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE SUBMITTED TO THE FIELDINSPECTOR STATING THE WORK PERFORMED IS IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED PLANS, APPLICABLE CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THEINTENDED STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS,COMPACTION DATA ETC.SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:x1705.1 GENERAL. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY SECTION 1704,1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALLPREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FORSUBMITTAL BY THE PERMIT APPLICATION (SEE SECTION 1704.1.1).x1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT OF SPECIALINSPECTIONS SHALL IDENTIFY THE FOLLOWING:a. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIALINSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGNPROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK.b. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.c. THE TYPE AND EXTENT OF EACH TEST.d. ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WINDRESISTANCE AS SPECIFIED IN SECTION 1705.3, 1705.4, 1707 OR 1708.e. FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BECONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION. SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS.a. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARINGCAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK.b. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPERMATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK.c. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS, SHALL BEPERFORMED PERIODICALLY DURING TASK.d. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENTAND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED CONTINUOUSLY DURINGTASK.e. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HADBEEN PREPARED PROPERLY, SHALL BE PERFORMED PERIODICALLY DURING TASK.OBSERVATION & TESTING PROGRAM.THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR THEFOLLOWING TASKS:xFINAL PLANSxSTRIPPING AND CLEARING OF VEGETATIONxRECOMPACTION OF SCARIFICATION SOILSxFILL PLACEMENT AND COMPACTIONxOVER EXCAVATINGxVERIFICATION OF SOILS TYPE & DEPTHxFINAL REPORTTHE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT#SL-16264-SA THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THEFOLLOWING TASKS:xROUGH GRADING & SITE PREPARATIONxFINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTIONTHE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGNPROFESSIONALS, INC., RCE 81227, 2055-A 9TH STREET, LOS OSOS, CA 93402, PHONE (805) 602-6167THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIALCONFORMANCE WITH THE APPROVED PLANS.THE PERSON RESPONSIBLE FOR BMP INSPECTION IS XXXXXXXXPHONE (805) XXX-XXXX.PROJECT SURVEY MONUMENTSEXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITHCITYSTANDARDS AND SPECIFICATIONSGRADING AND VEGETATION REMOVALTO CONTROL EROSION, ACTUAL GRADING SHALL BEGIN WITHIN 30 DAYS OF VEGETATION REMOVALOR THAT AREA SHALL BE PLANTED UNDER THE PROVISIONS OF SECTION 16.08.340. NOVEGETATION REMOVAL OR GRADING WILL BE ALLOWED WHICH WILL RESULT IN THE SILTATION OFWATER COURSE OR UNCONTROLLABLE EROSION (16.08.300 C.2)GROUND PREPARATIONPREPARATION OF GROUND FOR FILL. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVEFILL BY THE REMOVAL OF TOPSOIL AND OTHER UNSUITABLE MATERIALS AS DETERMINED BY THESOILS ENGINEER.PREPARATION OF THE GROUND. THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BYREMOVING VEGETATION, NON-COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALSSCARIFYING TO PROVIDE A BOND WITH THE NEW FILL.FILL MATERIAL PERMITTED. NO ORGANIC MATERIAL SHALL BE PERMITTED IN FILLS EXCEPT ASTOPSOIL USED FOR SURFACE PLANT GROWTH ONLY AND WHICH DOES NOT EXCEED 4 INCHES INDEPTH. (16.08.310 E)EROSION CONTROL MEASURESEROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONALEARTHWORK QUANTITIESAREA OF DISTURBANCE = 0.86 ACESTIMATED CUT: 4,948 CY±ESTIMATED FILL: 183 CY±NET: 4,765 CY± FILLMAX CUT: 14'MAX FILL: 6'NOTE: EXACT SHRINKAGE, CONSOLIDATION, AND SUBSIDENCE FACTORS AND LOSSES DUE TOCLEARING OPERATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASEDUPON THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED FINISH GRADES,AS SHOWN ON THE PLAN, AND SHOULD VARY ACCORDING TO THESE FACTORS. THE CONTRACTORSHALL BE RESPONSIBLE FOR SITE INSPECTION AND QUANTITY TAKE OFF, AND SHALL BIDACCORDINGLY.LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||APPLICABLE CODESx2016 CALIFORNIA BUILDING CODE, VOLS 1 & 2 (2016 IBC)x2016 CALIFORNIA ELECTRICAL CODE (2016 NEC)x2016 CALIFORNIA FIRE CODE (2016 IFC)x2016 CALIFORNIA PLUMBING CODE (2016 UPC)x2016 CALIFORNIA REFERENCE STANDARDS CODEx2016 CALIFORNIA RESIDENTIAL CODE (NEW) (2016 IRC)xCITY STANDARD SPECIFICATIONS: CURRENT EDITIONxCITY ENGINEERING STANDARDS: CURRENT EDITIONxCITY FIRE CODE ORDINANCExCITY LAND USE ORDINANCExGRADING 2016 APPENDIX CHAPTER 33NOTE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ORPERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OFNORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURSPRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THEAPPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER,SEWER, DRAINAGE OR UNDERGROUND FACILITIES.CITY OF SAN LUIS OBISPO NOTESA. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENTEDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. (THE CURRENTADOPTED STANDARDS ARE DATED JANUARY 2016.)B. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAYAPPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKSDIRECTOR.C. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLICRIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS TO PUBLIC UTILITIES. WORKREQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS,UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK,DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREETTREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTIONOR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.D. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 781-7554 WITH AT LEAST A 48-HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.E. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD ANDCONSTRUCTION DEBRIS AT THE END OF EACH DAY.F. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.G. ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALLHAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER PRIOR TO FINALINSPECTION APPROVALS.H. ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUTBY A LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TOOCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS ANDPROFESSIONS CODE.I. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THESATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALLDEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.J. ONE 15-GALLON STREET TREE IS REQUIRED FOR EACH 35 LINEAL FEET OF FRONTAGE ORFRACTION THEREOF. TREE SPECIES AND PLANTING REQUIREMENTS SHALL BE PER CITYENGINEERING STANDARDS.PROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)LEGEND1. ANY DAMAGE, AS A RESULT OF CONSTRUCTION OPERATIONS FOR THIS PROJECT, TO CITYFACILITIES, I.E. CURB/BURM, STREET, SEWER LINE, WATER LINE, OR ANY PUBLICIMPROVEMENTS SHALL BE REPAIRED AT NO COST TO THE CITY OF MORRO BAY.2. NO WORK SHALL OCCUR WITHIN (OR USE OF) THE CITY'S RIGHT OF WAY WITHOUT ANENCROACHMENT PERMIT. ENCROACHMENT PERMITS ARE AVAILABLE AT THE CITY OF MORROBAY PUBLIC WORKS OFFICE LOCATED AT 955 SHASTA AVE. THE ENCROACHMENT PERMITSHALL BE ISSUED CONCURRENTLY WITH THE BUILDING PERMIT.3. DUE TO MANDATORY WATER CONSERVATION REQUIREMENTS AND STORMWATERREQUIREMENTS NO PRESSURE WASHING IS ALLOWED UNLESS IT IS DIRECTLY DUE TOPROFESSIONAL PREPARATION OF EXTERIOR PAINTING OF PROPERTY. NO DISCHARGE OFNON-STORMWATER IS ALLOWED INTO THE MUNICIPAL STORM DRAIN SYSTEM ANDCONTRACTOR MUST PROVIDE MEASURES TO PREVENT ANY DISCHARGE FROM ENTERING THESTORMWATER SYSTEM.SHEET OF SHEETS7/5/2019DSDSC1147/5/2019NTSNOTE SHEETSAN LUIS OBISPO REPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAAPN# 002-412-011REGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYAARCHITECTURAL REVIEWPMT-TBDAPN No.002-412-011ACREAGE:0.89ZONINGO-H
EXISTING ELECTRICAL VAULTEXISTING GATE VALVEEXISTING GATE VALVEEXISTING WATER METEREXISTING TELEPHONE VAULTEXISTING ELECTRICAL VAULTEXISTINGPARKINGMETEREXISTINGPARKINGMETEREXISTINGPARKINGMETEREXISTING PG&E VAULTEXISTING UTILITY VAULTEXISTING CATV VAULTEXISTING PARKING METEREXISTING PARKING METEREXISTING NO PARKING SIGNEXISTING WATER METEREXISTING CURB AND SIDEWALKEXISTING CURB AND SIDEWALKEXISTING DRIVEWAYEXISTING STREET LIGHTEXISTING ELECTRICAL VAULTEXISTING CURB GUTTER AND SIDEWALKEXISTING GATE VALVESEXISTING FIRE HYDRANTEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING CURB & SIDEWALKEXISTING PARKING METEREXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING POWER POLEEXISTING STREET SIGNEXISTING CURB & SIDEWALKEXISTINGHANDICAPRAMPEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEEXISTING SSMHRIM EL = 191.8525'CC3AC3BC3N36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'20.07'31.58'39.75'0.5'PROPOSED THEATERN36° 28' 51"W 279.70'60' RW30' RW30' RWLIMITS OF 100 YR FLOOD PLAINLIMITS OF 100 YR FLOOD PLAINLIMITS OF 100 YR FLOOD PLAIN6' VC8' VC5 FT9 FT4.25 FT4.25 FT4 FT4.5 FT6 FTTYP.TYP.2.5 FT12 FT11 FT10 FT13.5 FT4 FT8 FT6 FT6 FTLINE OF DECK ABOVELINE OF STAIRS ABOVELIMITS OF 100 YR FLOOD PLAIN26.0'EXISTING RETAINING WALLEXISTING VEGETATIONEXISTING RESIDENCEEXISTING POWER POLEEXISTING CURB, GUTTER & SIDEWALKEXISTING SIGN6 FTEXISTING STREET TREEEXISTING STREET TREEEXISTING STREET TREEEXISTING SIDEWALK UNDERDRAINFUTURE PARKING STRUCTURE(BY OTHERS)EXISTING GATE VALVE50' RW25'EXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.CallOR1-800-642-24442% MINCONCRETE8" MIN5% MINFOR 10'PROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.CUT = 4,948 CYFILL = 183 CYNET = 4,765 CY CUTAPN No.002-412-011ACREAGE:0.89ZONINGO-HPROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)SHEET OF SHEETS7/5/2019DSDSC2247/5/2019NTSGRADING PLANSAN LUIS OBISPO REPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAAPN# 002-412-011REGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYAARCHITECTURAL REVIEWPMT-TBDDEEPENED FOOTING, MAX DEPTH PER PLAN (SEE STRUCTURALPLANS FOR DETAILS).CONSTRUCT RETAINING WALL, MAX WALL HEIGHT AND LENGTH PERPLAN, SEE STRUCTURAL PLANS FOR DETAILS). CONTRACTOR TOPROVIDE ASPHALTIC WATER PROOFING AND BACK OF WALL DRAIN PERSLO STANDARD 5020 AND GEOTECHNICAL REPORT. CONTRACTOR TOPROVIDE EDGE PROTECTION WHERE REQUIRED PER CBCREQUIREMENTS.CONSTRUCT 4" CONCRETE OVER 4" TO 6" OF IMPORTED SAND OVER 18"TYPE II AGGREGATE BASE REINFORCED WITH NO. 3 BARS PLACED AT 24IN O.C. BOTH WAYS PER GEOTECHNICAL REPORT.CONSTRUCT 4" CONCRETE DRIVEWAY OVER 4" TO 6" OF IMPORTED SANDOVER 18" TYPE II AGGREGATE BASE REINFORCED WITH NO. 3 BARSPLACED AT 24 IN O.C. BOTH WAYS PER GEOTECHNICAL REPORT ANDCITY OF SLO STANDARD 2130.CONSTRUCT STAIRS PER CBC REQUIREMENTS.CONSTRUCTION NOTESCONSTRUCT VERTICAL CURVE IN DRIVEWAY PER CITY OF SLO STANDARD 2130.TRASH ENCLOSURE (SEE ARCHITECTURAL PLANS FOR DETAILS)PROTECT TREE PER CITY OF SLO STANDARD 77-1.03A (2) TREE PROTECTIONRAISED PLANTER BED (SEE LANDSCAPE PLANS FOR DETAILS)DECORATIVE CONCRETE (SEE LANDSCAPE PLANS FOR DETAILS)GRASSCRETE (SEE LANDSCAPE PLANS FOR DETAILS)CONTRACTOR TO INSTALL REMOVABLE BOLLARDSCONSTRUCT FLOW LINE AS SHOWNSTEM WALL, MAX HEIGHT PER PLAN (SEE STRUCTURAL PLANS FOR DETAILS).BENCH (SEE LANDSCAPE PLAN FOR DETAILS)LEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||LEGENDINSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED NEARDRIVEWAY LOCATIONS.ASSUMED PROPERTY LINEASSUMED PROPERTY LINEDECOMPOSED GRANITE (SEE ARCHITECTURAL PLANS FOR DETAILS)
SHEET OF SHEETS7/5/2019DSDSC3347/5/2019NTSDETAIL SHEETSAN LUIS OBISPO REPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAAPN# 002-412-011REGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYAARCHITECTURAL REVIEWPMT-TBDCONC. FLOOR SLABF.F. ELEV. PER PLANDOWNSPOUT FROM ROOF GUTTERDOWNSPOUT ADAPTORINSERTED IN RISER PIPECLEANOUT WITH ENDCAP ADJUST RIMELEVATION PER PLAN6" SDFINISH GRADESTORM DRAINPIPE PER PLAN.INV ELEVATIONPER PLAN.90° ELBOW45° BEND45° WYEHDPE PIPE (TYP.)NOTES:1. ALL PIPES/FITTINGS LOCATED WITHIN 5 FEET OF FOUNDATION SHALL BE WATER TIGHT2. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATERTIGHT. CONTRACTOR TO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEERPRIOR TO CONSTRUCTION3. ALL PIPES/FITTING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS4. DO NOT GLUE DOWNSPOUT ADAPTER TO STORM DRAIN RISER - USE SMALL AMOUNT OF LUBRICANT ORGREASE TO SEAL CONNECTION AND ALLOW FOR FUTURE ADAPTER5. CLEANOUTS, FITTINGS, AND PIPE TO BE TRAFFIC RATED IF LOCATED IN AREAS NEAR OR IN VEHICULARTRAFFICNOTES:1. NO TREES OR LARGE BUSHES ARE TO BE PLANTED OVER SEWER/STORM DRAIN PIPE2. NATIVE MATERIAL MAY SUFFICE FOR BEDDING AND INITIAL BACKFILL - SEE SOILS REPORT3. CONTRACTOR TO INSTALL PIPE PER MANUFACTURER'S SPECIFICATIONS4. CONTRACTOR TO VERIFY MANUFACTURER'S MIN COVER AND LOADING REQUIREMENTS PRIOR TO CONSTRUCTION5. ALL PIPES/FITTINGS LOCATED WITHIN OR ABOVE FOUNDATION ZONE OF INFLUENCE SHALL BE WATER TIGHT. CONTRACTORTO VERIFY ZONE OF INFLUENCE LOCATION WITH GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTIONS9" MAX DIA.FINISH GRADELANDSCAPE TOPSOIL,WHERE OCCURSNATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)NON-VEHICULAR AREASS9" MAX DIA.PAVEMENT SECTION PERGEOTECHNICAL REPORTTOP 12" @ 95% MIN R.C.NATIVE MATERIAL@ 90% MIN R.C.CLEAN SAND@ 95% MIN R.C.3" MIN SAND COVER(HAND-TAMPED)3" MIN SAND COVER(HAND-TAMPED)VEHICULAR AREAS
44.3'SD SD SD
SD SD SD SD
SD
SDSDSDSDSDSD SDSDSDSDSDSDSDSDSD SDSDSDSDSDSDEXISTING ELECTRICAL VAULTEXISTING GATE VALVEEXISTING GATE VALVEEXISTING WATER METEREXISTING TELEPHONE VAULTEXISTING ELECTRICAL VAULTEXISTINGPARKINGMETEREXISTINGPARKINGMETEREXISTINGPARKINGMETEREXISTING PG&E VAULTEXISTING UTILITY VAULTEXISTING CATV VAULTEXISTING PARKING METEREXISTING PARKING METEREXISTING NO PARKING SIGNEXISTING WATER METEREXISTING CURB AND SIDEWALKEXISTING CURB AND SIDEWALKEXISTING DRIVEWAYEXISTING STREET LIGHTEXISTING ELECTRICAL VAULTEXISTING CURB GUTTER AND SIDEWALKEXISTING GATE VALVESEXISTING FIRE HYDRANTEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING CURB & SIDEWALKEXISTING PARKING METEREXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING GATE VALVEEXISTING POWER POLEEXISTING STREET SIGNEXISTING CURB & SIDEWALKEXISTINGHANDICAPRAMPEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEEXISTING SSMHRIM EL = 191.85N36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'20.07'31.48'PROPOSED THEATERN36° 28' 51"W 279.70'60' RW30' RW30' RWLIMITS OF 100 YR FLOOD PLAINLIMITS OF 100 YR FLOOD PLAINLIMITS OF 100 YR FLOOD PLAINLINE OF DECK ABOVELINE OF STAIRS ABOVELIMITS OF 100 YR FLOOD PLAINEXISTING RETAINING WALLEXISTING VEGETATIONEXISTING RESIDENCEEXISTING POWER POLEEXISTING CURB, GUTTER & SIDEWALKEXISTING SIGNEXISTING STREET TREEEXISTING STREET TREEEXISTING STREET TREEEXISTING SIDEWALK UNDERDRAIN0.5'7.2'201.02 RIM199.52 INV.189.05 TG186.55 INV.199.90 TG197.53 INV. (N)193.98 INV. (W)200.63 TG197.68 INV.200.67 RIM198.17 INV.199.31 RIM195.31 INV.200.78 RIM199.28 INV.200.58 RIM198.58 INV.200.25 TG188.96 TG182.50 INV.180.50 SUMP196.57 TG189.50 INV.187.50 SUMP201.15 RIM199.65 INV.46 LF 6" SD @ S=2.0%8 LF 8" SD @ S=14.6%8 LF 6" SD @ S=21.0%198.41 INV.197.79 INV.197.88 INV.190.46 INV.190.26 INV.183.58 INV.185.00 INV.32 LF 6" SD @ S=2.0%16 LF 6" SD @ S=36.8%8 LF 6" SD @ S=13.1%25 LF 6" SD @ S=6.3%23 LF 6" SD @ S=6.3%16 LF 6" SD @ S=6.3%TYP.TYP.TYP.TYP.FUTURE PARKING STRUCTURE198.47 INV.198.48 INV.199.41 INV.197.59 INV.197.21 INV.25 LF 8" SD @ S=2.3%7 LF 8" SD @ S=2.3%4 LF 8" SD @ S=2.3%5 LF 8" SD @ S=2.3%7 LF 8" SD @ S=2.0%5 LF 8" SD @ S=2.0%19 LF 8" SD @ S=2.0%29.6'10.9'22.6'8 LF 8" SD @ S=2.0%6 LF 6" SD @ S=2.0%TYP.TYP.V = 1,754 CFV = 4,600 CF197.06 INV.192.25 SUMPV = 1,364 CFEXISTING UTILITY LOCATIONS SHOWN HERON ARE APPROXIMATE ONLY. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTALLOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THEENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN THEIR PROPERLOCATION.CallOR1-800-642-24442% MINCONCRETE8" MIN5% MINFOR 10'PROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY: EARTH SYSTEMS PACIFIC, INC.APN No.002-412-011ACREAGE:0.89ZONINGO-HPROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY: RRM DESIGN GROUPA PORTION OF THE PROPERTY LIES WITHIN ZONE X, AN AREA OUTSIDE OF 0.2% ANNUAL CHANCEOF FLOOD HAZARD PER FEMA PANEL NO. 06079C1068G, EFFECTIVE DATE 11/16/2012.A PORTION OF THE PROPERTY LIES WITHIN ZONE AE, AN AREA TO BE DETERMINED TO HAVE A 1%ANNUAL CHANCE OF FLOOD HAZARD, BASE FLOOD ELEVATION OF 188 PER FEMA PANEL NO.06079C1068G, EFFECTIVE DATE 11/16/2012.THE BENCHMARK FOR THIS SURVEY BEING A LEAD AND TACK ON THE WESTERLY CURB 50 FEET(15 m) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 189.99 FEET (57.910 m)SHEET OF SHEETS7/5/2019DSDSC4447/5/2019NTSUTILITY PLANSAN LUIS OBISPO REPERTORY THEATREMONTEREY STREETSAN LUIS OBISPO, CAAPN# 002-412-011REGISTERED PROFESSIONAL E N G I N EER S TATE OF CALIFORNIAEXP.CIVILNO. 81227DANIEL A. SOTELO PRELIMINARYAARCHITECTURAL REVIEWPMT-TBDLEGENDPROPERTY BOUNDARYRIGHT OF WAYPROPERTY LINESECTION LINECENTER LINEEASEMENTEXISTING BACK OF CURBEXISTING FACE OF CURBEXISTING LIP OF CURBEXISTING MAJOR CONTOUR LINEEXISTING MINOR CONTOUR LINEEXISTING FENCEEXISTING EDGE OF SIDEWALKBUILDINGSCONCRETEBACK OF CURBFACE OF CURBCURB LIPFLOW LINEGRADE BREAKSAWCUTSIDEWALKSETBACKXXX(100)(101)||||||||||||||||||||||||||||||LEGENDADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED INDRIVEWAY LOCATIONS.INSTALL STORMTECH MC-4500 CHAMBERS W/ MANHOLE PERMANUFACTURERS SPECIFICATIONS. SEE STORMTECH DETAIL 3,SHEET C3.STORM DRAIN CONSTRUCTION NOTESINSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OR EQUIVALENTPER MANUFACTURERS SPECIFICATIONS. GRATE TO BE TRAFFIC RATEDNEAR DRIVEWAY LOCATIONS.CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUT ADAPTERWITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'SSPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET C3.INSTALL 6"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENTPER MANUFACTURE'S SPECIFICATIONS.INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENTPER MANUFACTURE'S SPECIFICATIONS.INSTALL 6"X6" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OR EQUIVALENTPER MANUFACTURE'S SPECIFICATIONS.INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 6" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 22.5° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.INSTALL ADS-N12 WT HDPE STORM DRAIN PIPE OR EQUIVALENT PERMANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET C3. SLOPEAND SIZE PER PLAN.10.9'38.7'INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURE'S SPECIFICATIONS.
ACCENT TREES SEE L-2 FOR PRELIMINARY PLANT LISTVEHICULAR ACCESS (THEATRE ONLY) DROUGHT TOLERANT UNMOWED GRASS, REINFORCED LANDSCAPE SURFACEDECORATIVE HARDSCAPE SEE L-2 FOR MATERIALS PROPOSED PARKING STRUCTURE OAK UNDERSTORY LANDSCAPE DROUGHT TOLERANT PLANTS ADAPTED TO MEDITERANNEAN CLIMATE. REFER TO WATER CONSERVATION NOTES.LANDSCAPE ORNAMENTAL GRASSES CITY WAYFINDING KIOSKDECORATIVE BOLLARDPARKING STRUCTURE EXISTING ENTRY/EXITADJACENT RESIDENTIAL PROPERTYBUILDING FRONTAGE 0' SETBACKOAK UNDERSTORY SCULPTURE GARDEN AND NATIVE PLANT LANDSCAPE - MINIMAL DISTRUBANCE OF ROOT ZONENIPOMO STREET PUBLIC USE AREA AT CORNER OF NIPOMO AND MONTEREYVEHICULAR LANDSCAPE AREA (THEATRE ONLY)PRIMARY THEATRE ENTRY LANDSCAPE BUFFERADJACENT RESIDENTIAL PROPERTY PEDESTRIAN CIRCULATION TO THEATER AND PARKING STRUCTUREPARKING STRUCTURE STREETSCAPE 12' WALK BY OTHERSNOTE: A PART OF NIPOMO PARKING STRUCTURE PUBLIC IMPROVEMENT PLANBENCHESSCULPTURE GARDEN ABSTRACT ELEMENTS ON DECOMPOSED GRANITE SURFACESTREETSCAPE A PART OF NIPOMO PARKING STRUCTURE PUBLIC IMPROVEMENT PLANLINE OF ROOF DECK THEATRE MARQUEE SIGNAGESCREEN SHRUBSEXISTING OAK CRZEXISTING TREE CANOPY PODOCARPUS SPP.M O N T E R E Y S T R E E TN I P O M O S T R E E TBENCHES SEE L-2 FOR AMENITIESSTREET TREES PER CITY OF SAN LUIS OBISPO MASTER TREE LISTPLAZA SEAT WALLEXISTING OAK CRZSALVAGE EXISTING GRANITE BLOCKS AND RE-USE AT PLAZA SEAT WALLPLAZA 25' TYPICALBIKE RACKSBIKE RACKS (6)BIKE RACKS (4)SOLAR PANEL ARRAY ON PARKING STRUCTURE, REFER TO WATRY DESIGN PLANSSCALE: 1” – 10’-0” @ 30” x 42” SHEET SIZE05'10' 10' 20' 30'NORTH:Conceptual Landscape PlanSAN LUIS OBISPO REPERTORY THEATREL-1October 28, 2019File Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 10092019l a n d s c a p e a r c h i t e c t sp l a n n i n g • e n v i r o n m e n t a l s t u d i e s187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803
October 28, 2019NORTH:M O N T E R E Y S T R E E TMONTEREYSTREETTHEATREPRELIMINARY THEATRE ENTRY PLAZA AND PEDESTRIAN ACCESS TO PARKING STRUCTURESITE MATERIALS: PLANT PALETTE:LANDSCAPE AREA STATISTICS & OUTDOOR WATER USE:TOTAL LANDSCAPE AREA = 13,026 sfMAXIMUM APPLIED WATER ALLOWANCE = 159,204 GallonsESTIMATED TOTAL WATER USE = 95,038 Gallons 20% MED 59% LOW 21% VERY LOWPlant materials proposed are selected for their compatibility to climatic and site conditions, resistance to wind, and drought tolerance. All planters shall be mulched with a 3” minimum layer of organic mulch or decorative rock throughout, to retain soil moisture and reduce wind erosion. A variety of drought-tolerant ornamental plants have been selected for flower color, foliage texture and mature size to provide an attractive visual appearance. Lawn areas are not included, rather areas of ornamental grasses adapted to Mediterranean Climate are included. The requirements of the Water Efficient Landscape Standard Ordinance will be observed. Irrigation system to be a fully automatic underground system utilizing either low-precipitation spray heads, bubblers, or drip emitters, or a combination thereof. Irrigation hydrozones shall be separate with control valves and controller stations into appropriate and compatible zones. Master valve and flow sensors will be specified to limit irrigation during rainy season or system malfunction.DECORATIVE PAVERCONCRETELANDSCAPE ZONE 2Landscape buffer zone ajacent to neighboring residential property.LANDSCAPE ZONE 1Landscape planter areas near building, parking structure, or seat walls.LANDSCAPE ZONE 3Oak Understory, native plantingLANDSCAPE ZONE 4Nipomo/Monterey StreetSee L-2CONTAINER PLANTDecorative ceramic potsLEGENDFicus pumila CREEPING FIGEquisetum telmateiaGIANT HORSETAILDECORATIVE PAVER: PORCELAIN TILESMOOTH GRANITEBENCHESSCULPTURE GARDEN: ELEMENTS FROM QCP CORPBENCH,TYPICALRAISED LANDSCAPE PLANTER: MATERIAL TO MATCH BUILDINGSTREET TREES PART OF NIPOMO PARKING STRUCTUREPUBLIC IMPROVEMENT PLANPRIMARYENTRANCEPUBLICARTDECORATIVE PAVERSEE L1 FOROAK UNDERSTORYEXISTING OAK RETAINEDLANDSCAPE ZONE 3SEAT ELEMENTSSEAT WALLS INCORPORATE SALVAGED BISHOP PEAK GRANITEGeijera parvifloraAUSTRALIAN WILLOWCeanothus ‘Centennial’ CENTENNIAL CEANOTHUSCalamagrostis ‘Karl Foerster’CALAMAGROSTISArbutus ‘Marina’ MARINA ARBUTUSLomandra ‘Breeze’ LOMANDRASantolina rosmarinifoliaGREEN SANTOLINAChondropetalum tectorum CAPE RUSHQuercus palustris PIN OAKAnigozanthos ‘Bush Tango’BUSH TANGO KANGAROO PAWCeiba speciosa SILK FLOSS TREELANDSCAPE ZONE 2LANDSCAPE ZONE 1LANDSCAPE ZONE 1VINES ON BUILDING FACADEVINES ON GREENSCREENCOLORED CONCRETEPEDESTRIAN ACCESS TO PARKING STRUCTUREFile Path: firma_SLO Repertory Theatre_21803 Last Date Modified: 10092019Conceptual Landscape PlanSAN LUIS OBISPO REPERTORY THEATREL-28' 24'04' 8' 16'8'SCALE: 1/8” – 1’-0” @ 30” x 42” SHEET SIZEl a n d s c a p e a r c h i t e c t sp l a n n i n g • e n v i r o n m e n t a l s t u d i e s187 Tank Farm Road, Suite 230, San Luis Obispo, CA 93401 phone: 805.781.9800 fax: 805.781.9803