HomeMy WebLinkAboutItem 5j. Attachment B - CADPS Phase 1B PlansetAREA OF DISTURBANCE:1.2 ACRESMAXIMUM CUT HEIGHT:16 FEETMAXIMUM FILL HEIGHT:0 FEETRAW CUT:13,000 CUBIC YARDSRAW FILL:0 CUBIC YARDSADJUSTED FILL:(ASSUMED 15% SHRINKAGE)0 CUBIC YARDSNET QUANTITY:13,000 CUBIC YARDS EXPORTTHE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRICREPORT NAME: GEOTECHNICAL ENGINEERING REPORT: PALM-NIPOMOSTREET PARKING STRUCTURE AND REPERTORY THEATERDATE:DECEMBER 13, 2019 (REVISED JANUARY 7, 2020)PREPARER:NICK ZOETEWEYLICENSE:C-79891FIRM:EARTH SYSTEMS PACIFIC4378 OLD SANTA FE ROADSAN LUIS OBISPO, CA 93401P: (805) 544-3276GEOTECHNICAL REPORTTHE PROJECT CONSISTS OF DEMOLITION, CLEARING, ROUGH GRADING,TEMPORARY AND PERMANENT SHORING (BY OTHERS), UNDERGROUNDSTORMWATER STORAGE CHAMBERS FOR THE FUTURE PARKINGSTRUCTURE, SLO REPERTORY THEATRE, LINER BUILDING. FUTURE ON-SITEBUILDINGS, PRECISE GRADING, LANDSCAPE AND FRONTAGEIMPROVEMENTS ARE PART OF PHASE 2 AND UNDER SEPARATE COVER.BUILDING OUTLINES ARE SHOWN HEREIN FOR REFERENCE ONLY ANDARE NOT INCLUDED IN THIS PHASE OF THE PROJECT.CITY PROJECT NUMBER: __________ (PENDING)THE PROJECT CREATES AND/OR REPLACES GREATER THAN22,500 SQUARE FEET OF IMPERVIOUS AREA AND SUBSEQUENTLYCOMPLIES WITH CENTRAL COAST POST-CONSTRUCTIONSTORMWATER REQUIREMENTS PER RESOLUTION R3-2013-0032.SITE AREA OF DISTURBANCE: 1.2 ACRESWDID NUMBER: __________ (PENDING)PROJECT DESCRIPTIONSTORMWATER COMPLIANCEC-1.1PROJECT SITENOT TO SCALERRM CIVIL SHEETSC-1.1TITLE SHEETC-1.2GENERAL NOTESC-2.1EXISTING CONDITIONSC-2.2DEMOLITION PLANC-4.1ROUGH GRADING PLANC-4.2PERMANENT SHORING PROFILEC-8.0EROSION CONTROL NOTESC-8.1EROSION CONTROL PLANC-9.1CONDITIONS OF APPROVALC-9.2CONDITIONS OF APPROVALC-9.3CONDITIONS OF APPROVALC-9.4CONDITIONS OF APPROVALC-9.5CONDITIONS OF APPROVALEDP CIVIL SHEETSD-1.0NOTESD-2.0RETAINING WALLS PLAN AND PROFILESD-3.0STORM DRAIN PLAND-4.0DETAIL SHEETD-4.1DETAIL SHEETD-4.2DETAIL SHEETD-4.3DETAIL SHEETFUTUREPARKINGSTRUCTUREFUTURE SLOREP THEATREIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICEALERT" (U.S.A.) TOLL FREE AT (800) 642-2444 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FORLOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,DRAINAGE OR UNDERGROUND FACILITIES.REFERENCE DOCUMENTS:SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS:AUGUST 2020 EDITIONALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES:2019 CALIFORNIA RESIDENTIAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS2019 CALIFORNIA GREEN BUILDING STANDARDS2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)TITLE 24, PART 1 CALIFORNIA CODE OF REGULATIONS (CCR)2019 CALIFORNIA BUILDING CODE (CBC)TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS2019 CALIFORNIA REFERENCE STANDARD CODETITLE 24, PART 12 CCRREFERENCE NOTESEARTHWORK QUANTITIESPALM STREETNIPOMO STREETDANA STREETMONTEREY STREETAPN 002-412-001 (609 PALM STREET)APN 002-412-002 (972 NIPOMO STREET)APN 002-412-003 (633 PALM STREET)APN 002-412-004 (630 MONTEREY STREET)APN 002-412-011 (970 NIPOMO STREET & 610 MONTEREY STREET)(2 ADDRESSES ON 1 APN)APN 002-412-012 (614 MONTEREY STREET)APN'S AND ADDRESSESTHE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINEOF NIPOMO STREET BETWEEN FOUND MONUMENTS, BEARINGBEING N36°15'10"W PER R1.THE BENCHMARK FOR THIS PROJECT BEING CITY OF SLOBENCHMARK NO. 372, A LEAD AND TACK ON THE WESTERLYCURB 50 FEET (15 M) NORTH OF THE NWC OF NIPOMO & DANA,ELEVATION BEING 190.00 FEET (NAVD88).Reference Documents:City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition1.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)HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUNDFACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSOCONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OFCABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.2.THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THETIME OF BID OPENING.index to planssheet no.descriptiongeneral notes:datum:san luis obispo county, californiaAPPROVED BYSPECIFICATION NO.DATESHEETBrian A. Nelson, City Engineer R.C.E. C79870 Approved DateFILE NO./LOCATION[MO DAY, YEAR]No. C 79870B
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IA CULTURAL ARTS DISTRICT PSPHASE 1B ON-SITE IMPROVEMENT PLANSCITY OF SAN LUIS OBISPO, CACOUNTY OF SAN LUIS OBISPOrrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 9340106/06/2022
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-1.X Title and General Notes.dwg, C-1.2, Jun 06, 2022 6:08pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS 1.NO CONSTRUCTION SHALL START WITHOUT PLANS APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOURHOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER WILL BEREJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.2.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER OR CONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM,THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, NATURAL RESOURCE MANAGER, AND CONTRACT PLANNER SHALL BE INCLUDED IN THIS MEETING TODISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES.3.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECTTO THE APPROVAL OF THE CITY ENGINEER.4.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT (SEE TITLE SHEET FOR GEOTECHNICALENGINEER CONTACT AND REPORT DETAILS).5.RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORDPLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE.6.AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION.7.NOT USED.8.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTINGUTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY.9.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR.10.CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE STARTOF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS.11.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES ANDRELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED.12.A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY RIGHT-OF-WAY. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT ISNOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTIONSTAGING IN THE RIGHT-OF-WAY. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKSDEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS.13.CONTACT PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7200 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS ORFINAL INSPECTIONS.14.THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGNENGINEER FOR THE RECORD DRAWINGS.15.ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTEDBY THE CITY INSPECTOR.16.THE DESIGN OF THE SURFACE IMPROVEMENTS IS BASED ON THE CITY'S RECORD INFORMATION (SURVEYS AND DRAWINGS). IMMEDIATELY AFTER THE CONSTRUCTIONCONTRACT IS AWARDED, THE CONTRACTOR SHALL VERIFY THE RELATIVE ELEVATIONS AS SPECIFIED ON THESE PLANS AND NOTIFY THE DESIGN ENGINEER. THECONSTRUCTION DRAWINGS ELEVATIONS WILL THEN BE MODIFIED ACCORDINGLY, AND A REVISED SET FURNISHED TO THE CONTRACTOR. THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR ANY REQUIRED REWORK IF CONSTRUCTION BEGINS WITHOUT VERIFYING THE SPECIFIED ELEVATIONS AND NOTIFYING THE DESIGN ENGINEER.17.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEYMONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AND CITY STANDARDS AT THECONTRACTOR'S EXPENSE.18.ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST.19.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIABUILDING CODE.20.A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECTSOILS REPORT.21.IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED.22.CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN TO BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVALPRIOR TO ENCROACHMENT PERMIT ISSUANCE.23.THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY DEPARTMENT OF PUBLIC WORKS MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THATMAY ARISE IN THE FIELD. REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.24.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THEPUBLIC WORKS DIRECTOR.25.DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION.26.CONTRACTOR SHALL ADHERE TO ALL NOTES AND DETAILS PRESENTED ON THE EROSION CONTROL PLAN AND NOTES SHEETS.1.ALL GRADING SHALL BE IN CONFORMANCE WITH THE CITY GRADING ORDINANCES, THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THERECOMMENDATIONS AND REQUIREMENTS OF THE SUPERVISING SOILS ENGINEER.2.ALL EXPORT MATERIAL SHALL BE DISPOSED OF TO THE SATISFACTION OF THE CITY GRADING INSPECTOR.3.DUST CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY GRADING ORDINANCE AND COUNTY APCD REQUIREMENTS.4.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE JOBSITE AND THAT HE/SHE SHALL AT HIS/HER EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITEWHICH ARE DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF HIS/HER OPERATIONS.5.NO CUT OR FILL SLOPES WILL BE CONSTRUCTED STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). UNLESS OTHERWISE APPROVED BY THE SOILS ENGINEER.6.MINIMUM DRAINAGE GRADIENT OF 5% IS REQUIRED FOR A MINIMUM OF10' AWAY FROM THE BUILDING PAD/FOUNDATION IN ACCORDANCE WITH THE BUILDINGCODES FOR LANDSCAPED AREAS ADJACENT TO BUILDINGS (SEE CBC SECTION 1804.3)7.ALL SURFACE AND SUBSURFACE DRAINAGE SYSTEMS DESIGNED AT LESS THAN 2% SHALL HAVE FINAL GRADIENTS CERTIFIED BY A LICENSED SURVEYOR OR ENGINEERPRIOR TO FINAL INSPECTION.8.SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND SPECIFICATIONS. ALL TESTS MUST BE MADE WITHIN 15 DAYS PRIOR TO PLACING THEMATERIAL. THE TEST RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL.9.COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR TO THE PLACING OFTHE NEXT MATERIAL. GRADING AND COMPACTIONS REQUIREMENTS SHOULD BE AS PER THE RECOMMENDATIONS OF THE SOILS ENGINEER REPORT AND/OR CITYSTANDARDS.10.SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% INTHE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW,UNLESS OTHERWISE NOTED (i.e. BIO-RETENTION AREAS). ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 90%RELATIVE COMPACTION.11.FINAL REPORTS SHALL BE REQUIRED IN ACCORDANCE WITH CHAPTER 18 OF THE CBC12.DURING CONSTRUCTION/GROUND DISTURBING ACTIVITIES, THE APPLICANT SHALL IMPLEMENT THE FOLLOWING PARTICULATE (DUST) CONTROL MEASURES, THESEMEASURES SHALL BE SHOWN ON THE GRADING AND BUILDING PLANS. IN ADDITION, THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TOMONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFF SITE. THEIR DUTIES SHALLINCLUDE HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TOTHE APCD PRIOR TO COMMENCEMENT OF CONSTRUCTION.A. USE OF WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITIES TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASED WATERINGFREQUENCY WOULD BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15 MPH. RECLAIMED (NON POTABLE) WATER SHALL BE USED WHENEVER POSSIBLE.13.CONSISTENT WITH THE ARCHAEOLOGICAL PRESERVATION PROGRAM GUIDELINES, A QUALIFIED ARCHAEOLOGIST SITE MONITOR SHALL BE PRESENT DURING SITEDISTURBANCE ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION PROJECT. IF EXCAVATIONS ENCOUNTER SIGNIFICANT PALEONTOLOGICAL RESOURCES,ARCHAEOLOGICAL RESOURCES OR CULTURAL MATERIALS, THEN CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THEM SHALL CEASE UNTIL THE EXTENT OF THERESOURCE IS DETERMINED AND APPROPRIATE PROTECTIVE MEASURES ARE APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR. THE COMMUNITYDEVELOPMENT DIRECTOR SHALL BE NOTIFIED OF THE EXTENT AND LOCATION OF DISCOVERED MATERIALS SO THAT THEY MAY BE RECORDED BY A QUALIFIEDARCHAEOLOGIST. IF PRE-HISTORIC NATIVE AMERICAN ARTIFACTS ARE ENCOUNTERED, A NATIVE AMERICAN MONITOR SHOULD BE CALLED IN TO WORK WITH THEARCHAEOLOGIST TO DOCUMENT AND REMOVE THE ITEMS. DISPOSITIONS OF ARTIFACTS SHALL COMPLY WITH STATE AND FEDERAL LAWS.14.ALL DISTURBED SURFACES SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATER AND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BEPREPARED AND MAINTAINED TO CONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO A REQUEST FOR FINALINSPECTION APPROVALS.15.ALL ACTIVITIES ASSOCIATED WITH CONSTRUCTION AND OPERATION SHALL COMPLY AT ALL TIMES WITH ALL CURRENT APCD RULES AND REGULATIONS AS APPLICABLE,INCLUDING BUT NOT LIMITED TO PM-10, NOx EMISSIONS, BEST AVAILABLE CONTROL TECHNOLOGIES, CONSTRUCTION ACTIVITY MANAGEMENT PLANS, AND PHASINGTECHNIQUES.16.A FIRE DEPARTMENT PERMIT IS REQUIRED IF FUEL IS STORED ON-SITE.17.TRACKING ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE MINIMIZED. THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD, AND CONSTRUCTION. DEBRIS AT THE END OF EACH WORKING DAY.1.THIS EXISTING CONDITIONS AND SITE PREPARATION PLAN (DEMOLITION PLAN) WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT ANDTHE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.2.DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECTTO THE APPROVAL OF THE ENGINEER OF RECORD.3.NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION.4.THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED.5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THESATISFACTION OF THE CITY.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED.7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER.8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP SITE AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISENOTED.9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENTCONTRACTOR.10. IF ASBESTOS IS FOUND IN THE EXISTING STRUCTURES TO BE DEMOLISHED, THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE CITY, COUNTY,STATE AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE COMPLETED BY A CONTRACTOR LICENSED TO HANDLE ASBESTOSMATERIAL.11. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TOTHE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAIDNOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWERFACILITIES SHALL NOT BE PERMITTED.12. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR WHICH WILL BE SUPPLIED TO BOTHTHE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK.13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES ANDIMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES SURVEYS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY.14. THE CONTRACTOR SHALL ONLY REMOVE THOSE UNDERGROUND FACILITIES SPECIFICALLY NOTED FOR REMOVAL. DAMAGE TO EXISTING FACILITIES TO REMAINSHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.15. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION.16. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS.17. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ON-SITE FACILITIES OUTSIDE THELIMITS OF DEMOLITION.18. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR WORK WITHIN THE CITY RIGHT OF WAY FROM THE CITY PRIOR TO THE START OF WORK.20. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, AC PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ONTHE PLANS.21. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THEPERIMETER OF THE TRUNK AT GROUND LINE.22. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEENAPPROVED BY THE OWNER'S REPRESENTATIVE.23. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY AND COUNTY APCD.24. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT.25. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED.26. TREE REMOVALS MAY REQUIRE APPROVAL BY THE CITY ARBORIST. CONTACT THE CITY ARBORIST TO REVIEW ANY PROPOSAL FOR TREE REMOVALS AND TO INITIATEAN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE.27. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURINGALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.UTILITY NOTESGENERAL NOTESGRADING NOTESDEMOLITION NOTES1.UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OFEXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THECONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OFRECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TOCONTINUING WORK.2.THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TOREVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIORTO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION.3.ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARDLENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINEPRODUCTS OR APPROVED EQUAL. PROTECT ALL BURIED METALS FROM CORROSION PER HDR CORROSION CONTROL RECOMMENDATIONS (TYP).4.THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THECONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TOCONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT.ABBREVIATIONSABAGGREGATE BASEACASPHALT CONCRETEAPANGLE POINTARVAIR RELEASE VALVEBCRBEGIN CURVEBWBACK OF WALKCBCATCH BASINCL/CL.CENTERLINE/CLASSCMPCORRUGATED METAL PIPECONC.CONCRETEDBHDIAMETER AT BREAST HEIGHT [OF A TREE]DIDRAIN INLETDIPDUCTILE IRON PIPEEGEXISTING GRADEEX.EXISTINGELEVELEVATIONFDCFIRE DEPARTMENT CONNECTIONFGFINISHED GRADEFLFLOWLINEFSFINISHED SURFACEFPFINISHED PADFWFIRE WATERHPHIGH POINTIPSIRON PIPE SIZEJTJOINT TRENCHLPLOW POINTEL.MAXIMUMMIN.MINIMUMNTSNOT TO SCALEPLPROPERTY LINEPCLPARCELPCCPORTLAND CEMENT CONCRETEPOCPOINT OF CURVE/POINT OF CONNECTIONPOTPOINT OF TANGENTPRCPOINT OF REVERSE CURVEROWRIGHT OF WAYRET. WALLRETAINING WALLRPREDUCED PRESSURERWRECYCLED WATERSDSTORM DRAINSFMSEWER FORCE MAINSLSTREET LIGHT/SERVICE LATERALSSSANITARY SEWERSTASTATIONSTD.STANDARDTBDTO BE DETERMINEDTBMTEMPORARY BENCHMARKTCTOP OF CURBTFTOP OF FOOTINGTPTOP OF PAVEMENTTGTOP OF GRATETYP.TYPICALTWTOP OF WALLUONUNLESS OTHERWISE NOTEDWWATERWSEWATER SURFACE ELEVATIONGENERAL NOTESC-1.2
APN: 002-421-001SAN LUIS OBISPOCHILDREN'S MUSEUM(NOT A PART)MIXED-USE/ HOTEL(FUTURE PROJECT)APN: 002-421-033LEITCHERBUILDING(NOT A PART)APN: 002-412-013HAYS-LATIMER ADOBE(PRIVATE RESIDENCE)(NOT A PART)APN: 002-412-005APARTMENTS(NOT A PART)APN: 002-401-010REIS FAMILYMORTUARY(NOT A PART)APN: 002-402-015CENTRAL COASTREALTY GROUP(NOT A PART)SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS
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WWWWWWWWWWWWWVWVPALM STREETMONTEREY STREETNIPOMO STREETDANA STREETGMGMEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTINGBUILDINGEXISTINGGARAGECONC DWCONCCONC60" PINE40" PINE22" TREE20" TREE14" TREE8" PINE4" TREE6" TREE5" TREE30" PHOENIX PALM7" TREE30" PHOENIX PALM3" TREE3" TREE3" TREE3" TREE3" TREE3" TREE4" TREE4" TREE10" TREE3" TREE18" TREE10" TREE4" TREE10" TREE3" TREE20" TREE3" TREE18" TREEN53°05'37"E 214.61'N36°28'15"W 279.70'N53°36'43"E 213.48'N36°15'10"W 281.64'SSMHRIM = 188.15'INV = 178.1'SSMHRIM = 188.13'INV = 179.4'SSMHRIM = 190.66'INV = 182.8'SSMHRIM = 193.14'INV = 178.5'SSMHRIM = 202.15'INV = 191.44'16" TREE6" TREE6" TREE16" TREE10" TREE16" TREE16" TREE40" TREE28" TREE36" OAK TREE12" TREE3-12" TREES12" TREE8" TREE12" TREE6" TREE2-6" TREE6" TREE10" TREE6" TREE6" TREE4" TREE8" SYAGRUS PALMAPN: 002-412-003APN: 002-412-004APN: 002-412-001APN: 002-412-002APN: 002-412-011APN: 002-412-012G G G G G G G G G GGGG
GGGGGGGGGGGGGOHOH OH OH OHOHOHOHOHOH OHOHPPTCOIVFIRE HYDRANTWATER VALVEWATER METERDOUBLE DETECTOR CHECK VALVEIRRIGATION VALVEGAS METERSEWER MANHOLESEWER CLEANOUTSTREET/PARKING LIGHTPOWER POLEGUY WIRETELEPHONE MANHOLEPARKING METERSIGNCURBCURB & GUTTERRETAINING WALLFENCEAC BERMEDGE OF PAVEMENTWATER LINEGAS LINESEWER LINEOVERHEAD LINEBRICK/STONEGSLBSTREET LIGHT BOXTELTELEPHONE BOX/VAULTPEDTELEPHONE PEDESTALPGEELECTRICAL BOX/VAULTTRANSELECTRICAL TRANSFORMERCATVCABLE TELEVISION BOXUTILUTILITY BOX/VAULTWMGMWSSOHCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.1 Existing Conditions.dwg, C-2.1, Jun 06, 2022 6:08pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
EXISTING CONDITIONSC-2.10feet40SCALE: 1" = 20'2060EXISTING CONDITIONS LEGEND
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2 191196194 N36°15'10"W 281.64'N53°05'37"E 214.61'N36°28'51"W 279.70'N53°36'43"E 213.48'3333333333333311333334444446665555566107101010888881099999APPROXIMATE BUILDINGENVELOPE SHOWN FORREFERENCE ONLYAPPROXIMATE BUILDINGENVELOPES SHOWNFOR REFERENCE ONLYPROPOSED TREEPROTECTIONFENCINGX XXXXXXXXXXXXX X XXXXXXXX
XXXXXXXXXXXX X 1077722101055555555NOTES1.DEMOLITION PLAN APPLIES TO EXISTING ON-SITE COMPONENTS, INFRASTRUCTURE,AND APPURTENANCES ONLY. ALL FRONTAGE AND OFF-SITE ITEMS ARE SHOWNFOR REFERENCE ONLY (SEE NOTE 2).2.CONTRACTOR SHALL REFER TO PROPOSED FRONTAGE IMPROVEMENT PLANSAND DRY UTILITY HANDOUT PACKAGES PREPARED BY PG&E (AND OTHERS) FORALL DEMOLITION WORK ALONG PROJECT FRONTAGE, UNDERGROUNDRELOCATION OF EXISTING UTILITIES, AND EXTENTS OF PRESERVATION OF EXISTINGINFRASTRUCTURE AND APPURTENANCES.3.CONTRACTOR SHALL PROTECT EXISTING PUBLIC INFRASTRUCTURE THAT IS TOREMAIN FROM DAMAGE BY HEAVY LOADING AND/OR EQUIPMENT DURING THECOURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT OWNER'S EXPENSE,ANY AND ALL DAMAGE TO PUBLIC INFRASTRUCTURE INCURRED DURING AND/ORDUE TO CONSTRUCTION, TO THE SATISFACTION OF THE RESPECTIVE PERMITTINGAGENCY.4.CONTRACTOR IS RESPONSIBLE FOR CALLING 811 OR 1-800-642-2444 BEFORE ANYTRENCHING OR EXCAVATION WORK.5.ALL EXISTING ON-SITE MISCELLANEOUS INFRASTRUCTURE AND APPURTENANCESTO BE REMOVED AND PROPERLY DISPOSED BY CONTRACTOR. CONTRACTORSHALL COORDINATE WITH CITY TO SALVAGE PARKING STALL CONCRETE WHEELSTOP BUMPERS AND PARKING METERS.6.ALL EXISTING ON-SITE UNDERGROUND UTILITY SERVICES TO BE REMOVED,STUBBED, AND CAPPED AT PROJECT FRONTAGE.7.CLEAR AND GRUB ALL EXISTING VEGETATION, GRASSES AND SHRUBS PRIOR TOEARTHWORK OPERATIONS.8.REFER TO PROJECT SWPPP AND WATER POLLUTION CONTROL DRAWINGS(WPCDS) FOR SITE PREPARATION, MOBILIZATION, STORMWATER REQUIREMENTSAND ALL SITE EROSION/SEDIMENTATION CONTROL BMPS.9.REFER TO TREE PLAN BY LANDSCAPE FOR REMOVAL OF ON- AND OFF-SITE TREES.10.ANY HISTORIC MATERIALS SHALL BE NOTED AND SHALL INCLUDE A MATRIX OF THEPROPOSED DISPOSITION. UNLESS OTHERWISE PROPOSED OR REQUIRED TO BERE-USED WITHIN THE PROJECT, THE HISTORIC GRANITE CURBING, WALLS, ANDSTAIRS LOCATED ON THE PROJECT SITE SHALL BE PRESERVED AND DELIVERED TOAN APPROVED LOCATION TO THE SATISFACTION OF THE CITY.11.REFER TO LANDSCAPE TREE PROTECTION PLAN SHEET LP-1.3 FOR ALL EXISTINGTREE TYPES AND SIZES. NO GRADING, TRENCHING, OR GROUND DISTURBINGACTIVITIES SHALL BE CONDUCTED WITHIN THE CRITICAL ROOT ZONE OF TREES TOREMAIN (TYP) UNLESS OTHERWISE SHOWN PER PLAN.DEMOLITION NOTESPROTECT EXISTING TREE IN PLACE. REFER TO LANDSCAPE TREE PLAN.PROTECT PORTION OF EXISTING BLOCK WALL EXTENDING TO LIMITS OF PROPOSEDTEMPORARY SHORING.REMOVE AND PROPERLY DISPOSE OF EXISTING TREE. REFER TO LANDSCAPE TREEPLAN.REMOVE AND PROPERLY DISPOSE OF EXISTING ASPHALT PAVING.REMOVE AND PROPERLY DISPOSE OF EXISTING CONCRETE STRUCTURES.REMOVE AND PROPERLY DISPOSE OF EXISTING BUILDING STRUCTURES, FOUNDATIONSAND APPURTENANCES.SAFELY REMOVE AND PRESERVE EXISTING HISTORIC BISHOP PEAK GRANITE CURB(APPROXIMATE LENGTH=56.5-FEET). STOCKPILE ON-SITE FOR FUTURE USE BYREPERTORY THEATRE LANDSCAPE ARCHITECT, OR COORDINATE WITH CITY TOPRESERVE AND DELIVER TO AN APPROVED LOCATION TO THE SATISFACTION OF THECITY. (SEE ALSO NOTE #10).REMOVE AND PROPERLY DISPOSE OF EXISTING BRICKWORK.REMOVE AND PROPERLY DISPOSE OF EXISTING FENCE AND FOUNDATIONS.REMOVE AND PROPERLY DISPOSE OF EXISTING BLOCK WALL AND FOUNDATIONS.12345678910DEMOLITION QUANTITIES±5,600SF RESIDENTIAL BUILDING±29,200SF ASPHALT PAVING±1,300SF BRICK PAVING±3,600SF CONCRETE FLATWORK±1,300LF 6" CURB±56.5LF HISTORIC GRANITE CURBING (SEE NOTE 10 AND DEMOLITION NOTE 7)±650LF BLOCK WALL±500LF FENCE32TREESCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.2 Demolition.dwg, C-2.2, Jun 06, 2022 6:08pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
DEMOLITION PLANC-2.20feet40SCALE: 1" = 20'2060NOTE:THESE QUANTITIES ARE FOR REFERENCE ONLY.IT IS THE CONTRACTOR'S RESPONSIBILITY TODETERMINE ACTUAL QUANTITIES.NOTE:ALL EXISTING ON-SITE UNDERGROUND UTILITYSERVICES TO BE REMOVED, STUBBED ANDCAPPED AT PROJECT FRONTAGE.
FLOWSE-10 TYPICAL PROTECTION FOR INLET ON SUMP-NTS-EDGE OF PAVEMENTFLOWHALF-FILLED GRAVEL BAGS(2-BAGS HIGH)SPILLWAY,1-BAG HIGHEDGE OF PAVEMENTFLOWFLOWHALF-FILLED GRAVEL BAGS(2-BAGS HIGH)SPILLWAY,1-BAG HIGHSE-10 TYPICAL PROTECTION FOR INLET ON GRADE-NTS-NOTES:1.INTENDED FOR SHORT TERM USE2.USE TO INHIBIT NON-STORM WATER FLOWS3.ALLOW FOR PROPER MAINTENANCE AND CLEANUP4.BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE5.NOT APPLICABLE IN AREAS WITH HIGH SILTS & WITHOUT FILTER FABRICSE-10 STORM DRAIN INLET PROTECTION TYPE-3-NTS-DITCH12" MIN UNLESS OTHERWISE SPECIFIEDBY A GEOTECHNICAL ENGINEERFLOWCONCRETEWASHOUT3'INSTALLATION TABLESLOPEROLL INTERVAL4:1 OR FLATTER20' O.C.BETWEEN 2:1 AND 4:115' O.C.2:1 AND STEEPER10' O.C.STRAW BALE(TYP)STAKE (TYP)STAPLE DETAIL4"18" DIA.STEEL WIRE2"10 MLPLASTICLININGVARIES
10' MIN."ABOVE GRADE"WITH STRAW BALES-NTS-PLYWOOD48" X 24"PAINTED WHITEBLACK LETTERS5" HEIGHT0.5" LAGSCREWSWOOD POST3' x 3" x 8'3'CONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)BINDING WIRESTRAW BALE(TYP)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-B-NTS-NATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)10 MLPLASTIC LININGNOTES:1.ACTUAL LAYOUT DETERMINED IN FIELD2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN30 FT. OF THE TEMPORARY CONCRETE WASHOUT FACILITYINLETHALF-FILLED GRAVEL BAGS2-BAGS HIGH(NO GAPS BETWEEN BAGS)CONCRETE WASTE MANAGEMENT WM-8-NTS-SE-10 STORM DRAIN INLET PROTECTION [ALTERNATE]-NTS-CRUSHED AGGREGATEGREATER THAN 3" BUTSMALLER THAN 6"ORIGINALGRADESECTION A-A-NTS-MATCH EXISTING GRADE30'50'OR (4x) THE CIRCUMFERENCEOF THE LARGESTCONSTRUCTION VEHICLE TIRE,WHICHEVER IS GREATER.PLANTC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT-NTS-AABBCURB & GUTTERHALF-FILLEDGRAVEL BAGS 50' O/C TYP.IN FLOW LINES OF GUTTER.(NO GAPS BETWEEN BAGS)SE-6 GRAVEL BAGS IN FLOW LINE DETAIL-NTS-NOTES:PLACE STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TOEND BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE.SE-5 STRAW WATTLE DETAIL-NTS-3"-5"TRENCH9" Ø x 25' LONGSTRAW WATTLE34" x 2" x 2' WOOD STAKE INCENTER OF WATTLE (2" - 3"EXPOSED AFTER DRIVINGSTAKE)FILTERFABRICOAKPOSTTOE-INDRAW CORDNETTINGOAK POSTFILTER FABRICTOE-INSE-1 PRE-ASSEMBLED SILT FENCE-NTS-INSTALLATION PROCEDURES:1.DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION2.UNROLL SILT FENCE ALONG TRENCH3.DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE.4.LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN.5.DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES.4' MAXCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.0 Erosion Control.dwg, C-8.0, Jun 06, 2022 6:08pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
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SMOSANTA ROSA1.THE CONTRACTOR SHALL BE OR DESIGNATE A QUALIFIED SWPPP PRACTITIONER (QSP). THE QSP SHALL HAVE THE APPROPRIATETRAINING AND OVERSEE ALL IMPLEMENTATION OF THE SWPPP AND ITS REQUIREMENTS. THE QSP SHALL BE RESPONSIBLE FOR ALLINSPECTIONS AND OBSERVATIONS OF THE BMP'S AND IMPLEMENTATION OF ANY CHANGES NEEDED TO BE IN CONFORMANCE WITHTHE REQUIREMENTS OF THE GENERAL PERMIT. THE QSP SHALL HOLD A PRE-CONSTRUCTION MEETING WITH ALL CONTRACTORS ANDSUBCONTRACTORS THAT WILL BE WORKING AT THE SITE AND INFORM THEM ON THE REQUIREMENTS OF THE GENERAL PERMIT AND THESWPPP.2.THE QUALIFIED SWPPP DEVELOPER (QSD) SHALL APPROVE AND CERTIFY ALL AMENDMENTS TO THE SWPPP AND THE ANNUALCERTIFICATIONS.3.IF THERE ARE ANY LIMIT EXCEEDANCES OF THE GENERAL PERMIT REQUIREMENTS, THE QSP SHALL IMPLEMENT THE CHANGES NECESSARYTO KEEP THE EXCEEDANCE FROM HAPPENING AGAIN AND REPORT THE EXCEEDANCE VIA THE SMARTS SYSTEM PER THE REQUIREMENTSOF THE GENERAL PERMIT. (SEE SWPPP)4.IF WATER MONITORING BECOMES NECESSARY PER THE REQUIREMENTS OF THE GENERAL PERMIT, THEN THE PERSON OR PERSONSDOING THE MONITORING SHALL HAVE THE APPROPRIATE TRAINING AND QUALIFICATION TO PERFORM SUCH MONITORING.5.EROSION CONTROL SHEET(S) SHOW THE WATER MONITORING LOCATIONS THAT HAVE BEEN CHOSEN FOR THIS SITE BY THE QSD. THEQSP SHALL REVIEW THESE LOCATIONS AND REPORT BACK TO THE QSD IF THIS LOCATION IS DEEMED UNSAFE OR UNSUITABLE FOR ANYREASONS.6.THE QSP SHALL ASSURE ALL SAFETY PRECAUTIONS NECESSARY HAVE BEEN IMPLEMENTED TO CONDUCT THE WATER MONITORING.7.A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (APPROXIMATELY OCTOBER15 THROUGH APRIL 15). ADEQUATE BMP MATERIALS SHALL BE AVAILABLE AND STOCKPILED ONSITE, OR AT NEARBY LOCATIONS TOFACILITATE RAPID IMPLEMENTATION OF TEMPORARY BMP DEVICES WHEN THE FORECAST FOR RAIN IS 50% OR GREATER PER NOAA.8.THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL BMP MEASURES AS SHOWN ON THIS PLAN AND/OR AS DIRECTEDBY THE ENGINEER OF RECORD, QSP, OR QSD TO CONTROL DRAINAGE WHICH HAS BEEN AFFECTED BY GRADING AND/ORTRENCHING9.THE CONTRACTOR SHALL BE ON CALL IN THE EVENT IT IS NECESSARY TO IMPLEMENT EROSION CONTROL BMP MEASURES OR IN THEEVENT OF AN EMERGENCY.10.ALL STORMWATER CONTROL MEASURES THAT ARE IDENTIFIED IN A RAIN EVENT ACTION PLAN(REAP) SHALL BE IN PLACE 24 HRS. PRIORTO FORECAST RAIN EVENTS.11.AFTER A RAIN EVENT, ALL BMP'S SHALL BE INSPECTED AND ANY BUILDUP OF SEDIMENTS SHALL BE REMOVED AND DISPOSED OF IN ANAPPROVED MANNER.12.THE ENGINEER OF RECORD, QSP, QSD OR AN AUTHORIZED REPRESENTATIVE MAY REQUIRE THE DEVELOPER AT ANY TIME TO INSTALLAND/OR CONSTRUCT ADDITIONAL DRAINAGE STRUCTURES AS NECESSARY TO PREVENT OR CONTROL EROSION.13.THE EROSION CONTROL DEVICES ON THIS PLAN ARE A GENERAL CONCEPT OF WHAT MAY BE REQUIRED. EROSION CONTROLDEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING ON THE ACTUAL SOIL CONDITIONSENCOUNTERED. EROSION CONTROL DEVICES MAY BE PLACED AT THE DISCRETION OF THE QSP AND/OR AS APPROVED BY THE QSD.14.THE CONTRACTOR IS RESPONSIBLE TO KEEP AND MAINTAIN ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER AND TOMODIFY THOSE DEVICES AS SITE PROGRESS DICTATES.15.THE CONTRACTOR SHALL MONITOR THE EROSION CONTROL DEVICES DURING STORMS AND MODIFY THEM IN ORDER TO PREVENTPROGRESS OF ANY ONGOING EROSION.16.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ANY EROSION OR DEBRIS SPILLING ONTO A PUBLIC STREET DAILY.17.THE CONTRACTOR AND/OR QSP SHALL CONTACT THE QSD IN THE EVENT THAT THE EROSION CONTROL PLAN AS DESIGNED REQUIRESANY SUBSTANTIAL REVISIONS.18.DURING GRADING OPERATIONS IF AN AREA OF DISTURBANCE IS TO REMAIN IDLE FOR A PERIOD OF 2 OR MORE WEEKS, THEDISTURBED AREAS SHALL BE COVERED WITH MULCH, STRAW OR SOME OTHER TYPE OF BMP TO PREVENT EROSION DURING RAINEVENTS.19.THE CONTRACTOR SHALL PROVIDE STREET SWEEPING ONGOING DURING CONSTRUCTION TO PREVENT ANY SEDIMENT(S) FROM BEINGTRACKED OFF-SITE OR TO AREAS THAT MAY CONTRIBUTE TO SEDIMENT(S) BEING DEPOSITED INTO THE STORM DRAIN SYSTEM.20.POST CONSTRUCTION BMP'S INCLUDING PLANTINGS, SHRUBS, GROUND COVER AND TREES AS SHOWN ON THE LANDSCAPING PLANSSHALL BE IN PLACE AS SOON AS FEASIBLE.21.CONTRACTOR TO INSTALL SILT FENCING AT ALL PERIMETER LOCATIONS THAT HAVE THE POTENTIAL TO DISCHARGE STORMWATEROFF-SITE.22.CONTRACTOR TO PROTECT ALL YARD AND LANDSCAPE AREA DRAINS FROM SEDIMENT(S) UNTIL LANDSCAPING IS COMPLETED ANDVEGETATION ESTABLISHED.23.GRAVEL BAGS ORIENTED TO SLOW THE FLOW OF STORM WATER RUNOFF SHALL BE PLACED IN THE CONCRETE GUTTERS IN THE ON-SITEROADWAY TO HELP FILTER OUT ANY SEDIMENTS. THESE GRAVEL BAGS SHALL BE PLACED 50' O/C MAX. SEDIMENTS THAT ACCUMULATEAT THE GRAVEL BAGS SHALL BE REMOVED AFTER EACH RAIN EVENT.24.THE CONTRACTOR SHALL KEEP ONE ACCEPTABLE RAIN GAUGES ON-SITE TO MONITOR RAIN EVENT TOTALS DURING CONSTRUCTION.25.THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE WIND EROSION AND DUST CONTROL MEASURES.26.IN THE EVENT OF A RELEASE OF A REPORTABLE QUANTITY OF A POLLUTANT, THE CONTRACTOR SHALL ADVISE THE OWNER TO NOTIFYTHE NATIONAL RESPONSE CENTER, REGIONAL WATER QUALITY CONTROL BOARD, AND THE CITY. IF NECESSARY, THIS POLLUTIONPREVENTION PLAN SHOULD BE REVISED TO REFLECT THE CHANGE IN CONDITIONS OF THE CONSTRUCTION ACTIVITY. A REPORTABLEQUANTITY IS ESTABLISHED BY THE 40 CODE OF FEDERAL REGULATIONS (CRI) 1117.3 OR 40 CFR 302.4.27.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL ANDPUBLIC WORKS DIRECTOR DURING ALL DEMOLITION, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.28.STOCKPILE MANAGEMENT SHALL BE IN CONFORMANCE WITH GENERAL PERMIT AND THE CASQA BMP GUIDE.29.SEE LANDSCAPING PLANS FOR MORE INFORMATION ON POST CONSTRUCTION VEGETATION BMP'S.30.IF DURING CONSTRUCTION DEWATERING OPERATIONS BECOME NECESSARY, ALL DEWATERING SHALL BE DONE IN COMPLIANCE WITHTHE REQUIREMENTS OUTLINED THE NPDES GENERAL PERMIT AND PER THE CASQA BMP HANDBOOK FOR BMP SC-11. DISCHARGESSHALL BE TREATED FOR EXCESSIVE SEDIMENTS PRIOR TO LEAVING THE SITE AND/OR ENTERING THE CITY RIGHT-OF-WAY OR STORMDRAIN SYSTEM.31.TEMPORARY EROSION AND SEDIMENT CONTROL BMP MEASURES SHALL REMAIN IN PLACE AND MAINTAINED UNTIL ALL PERMANENTIMPROVEMENTS, AND FACILITIES ARE COMPLETE, PLANTINGS ARE INSTALLED, VEGETATION IS ESTABLISHED, AND THE SITE HAS BEENDEEMED STABLE BY THE PROJECT QSP AND THERE IS NO RISK FOR EROSION OR SEDIMENT TRANSPORT ON-OR-OFFSITE. TEMPORARYMEASURES SHALL BE REMOVED PRIOR TO FINAL INSPECTION APPROVALS.32.THE BMP'S PROPOSED ON THESE PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR. OTHER AND/OR MOVES EXTENSIVEMEASURES MAY BECOME NECESSARY DURING CONSTRUCTION AND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOIMPLEMENT.GENERAL EROSION CONTROL NOTES1.THE CONTRACTOR SHALL IMPLEMENT GOOD HOUSEKEEPING PRACTICES AS OUTLINED IN THE GENERAL PERMIT AND PER THE SWPPP.2.THE CONTRACTOR SHALL CONDUCT AN INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO BE USED AND THE ENDPRODUCTS THAT ARE PRODUCED AND/OR EXPECTED TO BE PRODUCED.3.COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT ARE NOT ACTIVELY BEING USED.4.STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE ORLEAKAGE) OR IN A STORAGE SHED (COMPLETELY ENCLOSED).5.ALL EQUIPMENT AND VEHICLE FUELING AND MAINTENANCE PROCEDURES SHALL BE DONE IN THE AREA SHOWN ON THE SITE PLANSOR OTHER LOCATION WHERE THE APPROPRIATE BMP'S HAVE BEEN INSTALLED TO PREVENT ANY CONTAMINATION OF THE SOILS.6.THE CONTRACTOR SHALL USE SOME TYPE OF GROUND COVER OR OTHER DEVISES TO ENSURE NO PETROLEUM PRODUCTS COME INCONTACT WITH SOILS DURING FUELING AND MAINTENANCE.7.THE CONTRACTOR SHALL PROVIDE APPROPRIATE CONTAINMENT AROUND ANY SANITARY TOILETS THAT PREVENT CONTAMINATIONTO THE SOILS.8.ANY BUILDING MATERIALS THAT ARE STORED ON-SITE THAT HAVE THE POTENTIAL TO CONTRIBUTE NON-VISIBLE POLLUTANTS TO THESTORM WATER RUNOFF SHALL BE STORED IN WATERTIGHT CONTAINERS OR UNDER THE COVER OF SHELTERS THAT PROVIDEPROTECTION FROM RAINS.9.CONSTRUCTION MATERIAL WASTES SHALL BE CLEANED UP DAILY AND STORED IN COVERED CONTAINERS PRIOR TO DISPOSAL.10.THE CONTRACTOR HAS THE OPTION TO USE METAL RUMBLE STRIPS IN LIEU OF ROCK AT THE STABILIZED CONSTRUCTION ENTRANCE ASLONG AS IT IS IN CONFORMANCE WITH THE GENERAL PERMIT.GOOD HOUSEKEEPING PRACTICESTHE FOLLOWING PRACTICES ARE TO BE USED AT ALL TIMES DURING CONSTRUCTION:1.REDUCE THE AMOUNT OF DISTURBED AREA WHERE POSSIBLE.2.USE WATER TRUCKS OR SPRINKLER SYSTEMS IN SUFFICIENT QUANTITY TO PREVENT AIRBORNE DUST FROM LEAVING THE SITE. INCREASEDWATERING FREQUENCY WILL BE REQUIRED WHENEVER WIND SPEEDS EXCEED 15MPH. RECLAIMED (NON-POTABLE WATER) WATERSHOULD BE USED WHENEVER POSSIBLE.3.PERMANENT DUST CONTROL MEASURES IDENTIFIED IN THE APPROVED PROJECT LANDSCAPE PLANS SHALL BE IMPLEMENTED AS SOONAS POSSIBLE FOLLOWING COMPLETION OF ANY SOIL DISTURBING ACTIVITIES.4.EXPOSED GROUND AREAS THAT ARE PLANNED TO BE REWORKED AT DATES GREATER THAN ONE MONTH AFTER INITIAL GRADINGSHALL BE SOWN WITH A FAST GERMINATING NATIVE GRASS SEED AND WATERED UNTIL VEGETATION IS ESTABLISHED.5.ALL DISTURBED SOIL AREAS NOT SUBJECT TO RE-VEGETATION MUST BE STABILIZED USING APPROVED CHEMICAL SOIL BINDERS, JUTENETTING, OR OTHER METHODS APPROVED IN ADVANCE BY THE CITY.6.ALL ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. TO BE PAVED SHOULD BE COMPLETED AS SOON AS POSSIBLE. IN ADDITION, BUILDINGPADS SHOULD BE LAID AS SOON AS POSSIBLE AFTER GRADING UNLESS SEEDING OR SOIL BINDERS ARE USED.7.VEHICLE SPEED FOR ALL CONSTRUCTION VEHICLES SHALL NOT EXCEED 15 MPH ON ANY UNPAVED SURFACE AT THE CONSTRUCTIONSITE.8.ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIAL ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEETOF FREEBOARD (MINIMUM VERTICAL DISTANCE BETWEEN TOP OF LOAD AND TOP OF TRAILER) IN ACCORDANCE WITH THECALIFORNIA VEHICLE CODE SECTION 23114.9.SWEEP STREETS AT THE END OF EACH DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED ROADS. WATER SWEEPERSWITH RECLAIMED WATER SHOULD BE USED WHERE FEASIBLE.A DESIGNATED DUST CONTROL MONITOR SHALL BE CHOSEN. THEY SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL DUST CONTROLMEASURES. THE MONITOR SHALL BE AVAILABLE DURING WEEKENDS AND HOLIDAYS. THE NAME AND PHONE NUMBER OF THE MONITORSHALL BE PROVIDED TO THE CITY AND SLO COUNTY AIR POLLUTION CONTROL DISTRICT.AIR QUALITY CONTROL NOTES1.THE CONTRACTOR SHALL PHASE CONSTRUCTION ROUGH GRADING TO LIMIT THE SIZE OF DISTURBANCE TO AN AREA THAT CAN BEMAINTAINED WITH PROPER BMP'S DURING ANY RAIN EVENTS.2.AFTER AN AREA HAS BEEN PAVED OR GRADED THE CONTRACTOR SHALL PROVIDE GRAVEL BAGS IN THE FLOW LINES TO FILTERSEDIMENTS FROM STORM WATER RUNOFF OR AN APPROVED EQUAL.3.AREA DRAINS SHALL HAVE STORM DRAIN INLET PROTECTION INSTALLED DURING THE TIME BETWEEN INSTALLATION AND PLANTING OFGROUND VEGETATION PER THE PLANS OR AN APPROVED EQUAL.4.LANDSCAPED AREAS SHALL BE COMPLETED AND SPRINKLERS INSTALLED AS SOON AS POSSIBLE AFTER GRADING OPERATIONS.5.ANY AREAS OF DISTURBANCE THAT WILL REMAIN IDLE FOR TWO OR MORE WEEKS SHALL BE STABILIZED WITH MULCH, STRAW,HYDROSEED OR OTHER APPROPRIATE BMP COVER.6.DURING ASPHALT PATCHING OPERATIONS, THE CONTRACTOR SHALL PROVIDE EITHER PERMANENT OR TEMPORARY PAVING IN THEAREAS OF PATCHING BY THE END OF THE WORKDAY. NO TRENCHES SHALL BE LEFT OPEN DURING TIMES OF PREDICTED RAINFALL.7.THE AREAS SHOWN ON THE PLANS FOR MATERIAL DELIVERY & STORAGE AND CONCRETE WASTE MANAGEMENT ARE FOR REFERENCEONLY, THE ACTUAL LOCATIONS ARE TO BE DETERMINED BY THE QSP.8.THE BMP'S SHOWN ON THE EROSION CONTROL PLANS ARE INTENDED AS A GUIDELINE FOR THE CONTRACTOR'S QSP,IMPLEMENTATION OF THESE OR OTHER BMP'S WILL BE THE RESPONSIBILITY OF THE QSP.9.ALL ROADWAYS SHALL BE KEPT CLEAN ON A DAILY BASIS BY MEANS OF VACUUMING OR STREET SWEEPINGS.10.ROADWAYS THAT HAVE NOT BEEN STABILIZED WITH AGGREGATE BASE SHALL BE STABILIZED USING SOIL BINDERS, MULCH AND/OROTHER APPROPRIATE BMP'S PRIOR TO FORECAST RAIN EVENTS.11.PRIOR TO FORECAST RAIN EVENTS, THE QSP SHALL EVALUATE THE SITE AND ESTABLISH ADEQUATE BMP'S TO PROTECT ALL DISTURBEDAREAS FROM EROSION.12.STORM DRAIN INLET PROTECTION SHALL BE TYPE 2 DURING STORM DRAIN INSTALLATIONS, AND TYPE 3 AFTER PAVING OPERATIONSHAVE BEEN COMPLETED, (SEE BMP GUIDANCE HANDOUT IN THE SWPPP FOR MORE INFORMATION).13.THE STRAW WATTLES SHOWN ON THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES OF CONSTRUCTION. CONTRACTORSHALL INCORPORATE THEIR USE AS NEEDED DURING CONSTRUCTION.PHASING NOTESWDID No. __________ (PENDING)NOT TO SCALEVICINITY MAPEROSION CONTROL DETAILSPROJECT SITEDRAIN INLET TO HAVEFILTER FABRIC OR BASKETDRAIN INLET TO HAVEFILTER FABRIC OR BASKET
SSSWM
WM
WM
WM WMWMWMWMSSSWMWMWMGMSD19219019119319519
5
193197
1992032042052022001981961
92 189188189190191192193196195198
2
0
0
20
2 191196194 201
20
3
191APN: 002-421-001SAN LUIS OBISPOCHILDREN'S MUSEUM(NOT A PART)MIXED-USE/ HOTEL(FUTURE PROJECT)APN: 002-421-033LEITCHERBUILDING(NOT A PART)APN: 002-412-013HAYS-LATIMER ADOBE(PRIVATE RESIDENCE)(NOT A PART)APN: 002-412-005APARTMENTS(NOT A PART)APN: 002-401-010REIS FAMILYMORTUARY(NOT A PART)APN: 002-402-015CENTRAL COASTREALTY GROUP(NOT A PART)N36°15'10"W 281.64'N53°05'37"E 214.61'N36°28'51"W 279.70'N53°36'43"E 213.48'190189 188189186 185PALM STREETDANASTREETNIPOMO STREETMONTEREY STREETEXISTING TREES TOREMAIN; PROTECTIN PLACEEXISTING OAK TO REMAIN;PROTECT IN PLACEAPPROXIMATE BUILDINGENVELOPE SHOWN FORREFERENCE ONLYAPPROXIMATE BUILDINGENVELOPES SHOWNFOR REFERENCE ONLYPROPOSED TREEPROTECTIONFENCINGCONSTRUCT MIN. 6" DEEPSWALE @ 3:1 MAX. SIDE SLOPESAND S=0.01 FT/FT MIN.CONSTRUCT MIN. 6" DEEPSWALE @ 3:1 MAX. SIDE SLOPESAND S=0.01 FT/FT MIN.FUTURE PARKING STRUCTURE UNDERSEPARATE COVER AND SHOWN FORREFERENCE ONLYPROPOSED TREEPROTECTION FENCING201202202200TEMPORARY SHORING (DESIGN BY OTHERS)PERMANENT SHORING(DESIGN BY OTHERS)CHAMBER SYSTEM DESIGN PEREDP CIVIL PLANS (SEE NOTE 5)PERMANENT SHORING(DESIGN BY OTHERS)CHAMBER SYSTEM DESIGN PEREDP CIVIL PLANSCHAMBER SYSTEM DESIGN PEREDP CIVIL PLANS (SEE NOTE 5)FUTURE SLO REP THEATRE UNDERSEPARATE COVER AND SHOWN FORREFERENCE ONLY185185186186 187187 188188
190186186187187188188189191192190195189191192193194196197190195200189191192193194196197198199201SWPPP BMP LEGENDSILT FENCESTRAW WATTLEGRAVEL BAGSSTREET SWEEPING/VACUUMINGSTORM DRAIN INLET PROTECTION(SEE PHASING NOTES ON C-8.0)HYDROSEEDINGSTABILIZED CONSTRUCTION ENTRANCE WITH WHEEL WASHAREAMATERIAL DELIVERY/STORAGE AREACONCRETE WASTE MANAGEMENT AREASE-1SE-5SE-6SE-7SE-10EC-4TC-1WM-1WM-8__________ (PENDING)WDID:CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-8.1 Erosion Control.dwg, C-8.1, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
EROSION CONTROL PLANC-8.10feet40SCALE: 1" = 20'2060NOTE:THIS PLAN ACCURATE FOREROSION CONTROL PLAN ONLY.NOTE:REFER TO EROSION CONTROLNOTES ON SHEET C-8.0 FOR BMPDETAILS ON THIS SHEET.
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.1, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
CONDITIONS OF APPROVALC-9.1COA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #1FindingsThe project will not be detrimental to the health, safety, orwelfare of those working or residing in the vicinity since theproposed project is consistent with the site's DowntownCommercial zoning designation and will be subject toconformance with all applicable building, fire, and safetycodes.N/AN/A2General PlanAmendment FindingsThe proposed General Plan Amendment is consistent withpolicy direction for the area included in the General Plan,and in particular with the following General Plan policies:LUE Policy 4.1, because the project provides off-site parking,civic, cultural, entertainment and mixed- use opportunitiesfor Downtown; LUE Policies 4.3, 5.2.2, 5.2.3, and 5.2.5,which promote the development of Entertainment andCultural Facilities in the downtown; and LUE Policy 4.14and Circulation Element policy 13.2.4 which support theconstruction of parking structures.N/AN/A3General PlanAmendment FindingsThe General Plan Amendment allows for theimplementation of the proposed project by updating theCity's General Plan land use map to reflect the developmentanticipated by the proposed Palm Nipomo ParkingStructure Project.N/AN/A4General PlanAmendment FindingsThe site is physically suited for the proposed projectbecause the project is consistent with the 2017 DowntownConcept Plan.N/AN/A5Architectural DesignFindingsThe proposed new building is consistent with HistoricPreservation Program Guidelines Section 3.2.1 because thebuilding is designed to be architecturally compatible withDowntown Historic District structures.N/AN/A6Architectural DesignFindingsThe project design maintains consistency with theCommunity Design Guidelines Chapter 4 ( DowntownDesign Guidelines), Sections 4.2 ( A-D) by providing: humanscale and proportion, architectural design thatcomplements the character of the surroundingneighborhood, transparency and provides architecturalinterest on all four sides of the building.N/AN/A7Architectural DesignFindingsThe project design is consistent with the Community DesignGuidelines Section 6.3(A-B, D-E) because the projectincludes convenient pedestrian linkages to the sidewalkalong each street, pedestrian access and alternative pavingmaterials while minimizing "vast seas of parking" byproposing a structure as opposed to surface parking lots.N/AN/A8SLO Rep TheatreArchitectural DesignFindingsThe proposed new building is consistent with HistoricPreservation Program GuidelinesSections 3.2.1 and 5.2.2 because the building is designed tobe architecturally compatiblewith Downtown Historic District structures.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A9SLO Rep TheatreArchitectural DesignFindingsThe project design maintains consistency with theCommunity Design Guidelines Chapter4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) byproviding: human scale andproportion, various upper story setbacks, includes similarvertical elements that are foundin the surrounding architecture of the existing buildings, anarchitectural design thatcomplements the character of the surroundingneighborhood, transparency is included inthe front fa~ade with the inclusion ofglass curtain walls andprovides architectural intereston all four sides ofthe building.Palm Nipomo Parking Structure Use Permit FinThis will be addressed in a separatesubmittal by SLO Rep TheatreN/A10Use Permit FindingsThe proposed use is allowed with a use permit within theDowntown Commercial ( C-D) zone and complies with allother applicable provisions of the Zoning Regulations.N/AN/A11Use Permit FindingsThe proposed parking structure use is located where aparking structure is called out on the 2017 DowntownConcept Plan.N/AN/A12Use Permit FindingsThe parking structure use is consistent with LUE policy 4.14and Circulation Element policy 13.2.4 that state that anymajor increases in parking should take the form of astructure located at the edge of the commercial core andthat additional parking should be supported by a parkingstudy.N/AN/A13Use Permit FindingsThe site is physically suitable in terms of its design, location,shape, size, and operating characteristics of the proposeduse; traffic generation and the provision of public andemergency vehicle access; public protection services; andthe provision of utilities.N/AN/A14Use Permit FindingsThe establishment and subsequent operation or conduct ofthe use will not, because of the circumstances andconditions applied in the particular case, be detrimental tothe health, safety or welfare of the general public orpersons residing or working in the neighborhood of the use,or be detrimental or injurious to property or improvementsin the vicinity of the use.N/AN/A15SLO Rep Theatre UsePermit FindingsThe proposed use is allowed with a use permit within theDowntown Commercial ( C-D)zone and complies with all other applicable provisions oftheZoning Regulations.This will be addressed in a separatesubmittal by SLO Rep Theatre16SLO Rep Theatre UsePermit FindingsThe proposed SLO Rep Theatre use is located where atheater is called out on the 2017Downtown Concept Plan.This will be addressed in a separatesubmittal by SLO Rep Theatre17SLO Rep Theatre UsePermit FindingsThe proposed SLO Rep Theatre use is consistent with LUEpolicies 5.2.2, 5.2.3, and 5.2.5because the theater will be located near Mission Plazaalong Monterey Street in the CulturalFacilities Area.This will be addressed in a separatesubmittal by SLO Rep Theatre18SLO Rep Theatre UsePermit FindingsThe site is physically suitable in terms of its design, location,shape, size, and operatingcharacteristics of the proposed use; traffic generation andthe provision of public andemergency vehicle access; public protection services; andthe provision ofutilities.This will be addressed in a separatesubmittal by SLO Rep Theatre19SLO Rep Theatre UsePermit FindingsThe establishment and subsequent operation or conduct ofthe use will not, because ofthecircumstances and conditions applied in the particular case,be detrimental to the health,safety or welfare ofthe general public or persons residing orworking in the neighborhoodofthe use, or be detrimental or injurious to property orimprovements in the vicinity oftheuse.This will be addressed in a separatesubmittal by SLO Rep Theatre20Deviation from heightand F.A.R. FindingsThe proposed increase in height and F.A.R. for the project isconsistent with 2018 Zoning Regulations Section 17.86.200(Parking as a Primary Use) that states, Where parking as aprimary use is permitted in compliance with Table 2-1: UsesAllowed by Zone... discretionary permit approval mayinclude deviations from otherwise applicable developmentstandards because the parking structure is designed tomeet certain building and engineering standards.N/AN/A1General PlanAmendment andRezoneThe General Plan shall be amended as shown in Exhibit A.N/AN/A2General PlanAmendment andRezoneThe Amendment shall apply only to the properties currentlyproposed to be occupied by the Project, i.e. to the Projectsite.N/AN/A3Planning DivisionFinal project design and construction drawings submittedfor a building permit shall be in substantial compliance withthe project description and plans approved by the CityCouncil. A separate, full-size sheet shall be included inworking drawings submitted for a building permit that listsall conditions of project approvals listed and mitigationmeasures in the MMRP as sheet number 2. Furthermore, asidentified in the EIR, environmentally mitigating projectfeatures shall be included in the final project design.Sheets containing conditions andapprovals and mitigationsmeasures are included insubmission drawingsPH 1B/2.A0.X4Planning DivisionReference shall be made in the margin of listed items as towhere in plans requirements are addressed. Any change toapproved design, colors, materials, landscaping, or otherconditions of approval must be approved by the Director orArchitectural Review Commission, as deemed appropriate.This will be addressed in a separatesubmittalPH 2.5Planning DivisionPlans submitted for a building permit shall call out thecolors and materials of all proposed building surfaces andother improvements.This will be addressed in a separatesubmittalPH 2.A3.1 & A3.26Planning DivisionThe building plan submittal shall include privacy screeningthat will restrict the ability for users of the parking structureto overlook into the adjacent property while using thesoutheastern stairway to the satisfaction of the CommunityDevelopment Director.This will be addressed in a separatesubmittalPH 2.A2.3, A2.4, A2.5,A3.1, A8.2,7Planning DivisionThe locations of all exterior lighting, including bollard stylelandscaping or path/parking lighting, shall be included inplans submitted for a building permit. All wall-mountedlighting fixtures shall be clearly called out on buildingelevations included as part of working drawings. Allwall-mounted lighting shall complement buildingarchitecture, subject to the approval of the CommunityDevelopment Director. The lighting schedule for thebuilding shall include a graphic representation of theproposed lighting fixtures and cut sheets on the submittedbuilding plans . The selected fixture( s) shall be shielded toensure that light is directed downward consistent with therequirements of the City's Night Sky Preservation standardscontained in Chapter 17 .23 of the 2015 Zoning Regulations.This will be addressed in a separatesubmittalPH 2. LC plans8Planning DivisionPlans submitted for a building permit shall clearly state thetype/model of bicycle racks proposed, location anddimensions of all 32 short and long-term bicycle parkingspaces. All long-term bicycle parking spaces shall be locatedwithin the parking structure. Sufficient detail shall beprovided about the placement and design of bike racks todemonstrate compliance with relevant EngineeringStandards and Community Design Guidelines and thiscondition of approval, to the satisfaction of the PublicWorks and Community Development Directors.This will be addressed in a separatesubmittalPH 2.LC plans, A4.19Planning DivisionPlans submitted for a building permit shall include windowdetails indicating the type of materials for the window grids,their dimensions, and colors. Plans shall demonstrate theuse of high-quality materials for the window grids thatreflect the architectural style of the project to the approvalof the Community Development Director.This will be addressed in a separatesubmittalPH 2.A3 Series, A5 series10Planning DivisionMechanical and electrical equipment shall be locatedinternally to the structure or site. With submittal of workingdrawings, the applicant shall clearly show the location andsizes of any proposed condensers and other mechanicalequipment. If any mechanical equipment is to be placed onthe roof, plans submitted for a building permit shall confirmthat parapets or other roof features will adequately screenthem. A line-of-sight diagram may be required to confirmthat proposed screening will be adequate. This conditionapplies to initial construction and later improvements.This will be addressed in a separatesubmittalPH 2.A1.1 A3.2
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.2, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PSC-9.2CONDITIONS OF APPROVAL 11Planning DivisionThe location of any required backflow preventer anddouble- check assembly shall be shown on all site planssubmitted for a building permit and shown and called outon the landscaping plans. Construction plans shall alsoinclude a scaled diagram of the equipment proposed.Where possible, as determined by the Utilities Director,equipment shall be located inside the building within 20feet of the front property line. Where this is not possible,as determined by the Utilities Director, the back-flowpreventer and double- check assembly shall be located inthe street yard and screened using a combination of paintcolor, landscaping and, if deemed appropriate by theCommunity Development Director, a low wall. The size andconfiguration of such equipment shall be subject to reviewand approval by the Utilities and Community DevelopmentDirectors.This will be addressed in a separatesubmittalPH 2.LI Plans forbackflow and LP forscreening12Planning DivisionA final landscaping plan, including irrigation details andplans, shall be submitted to the Community DevelopmentDepartment along with working drawings. The legend forthe landscaping plan shall include the sizes and species ofall groundcovers, shrubs, and trees with correspondingsymbols for each plant material showing their specificlocations on plans. Street trees species shall comply withCity standards and may include palm trees.This will be addressed in a separatesubmittalPH 2.LP and LI Plans13Engineering DivisionThe Parking Structure shall conform to the overall proposedcampus designs and approvals for the Palm Nipomo ParkingStructure Project and any subsequent agreements betweenthe SLO Rep Theatre and the City. The project shall alsoconform to previously approved bulb-out and crossingdesigns for the Monterey Place project located at 667Monterey.This will be addressed in a separatesubmittalPH 2.14Engineering DivisionThe project address should be established prior to buildingpermit application if possible. Otherwise, the address willbe established during permit review and prior to permitissuance.The lot merger application,document and forms have beensubmitted to the City. Waiting forthe City to establish projectaddress.PH 1B15Engineering DivisionA separate demolition plan and permits are required for thestructures located on the project site. The plan shall includean inventory of all improvements located on the City parceland within the public right-of-way. Any historic materialsshall be noted and shall include a matrix of the proposeddisposition. Unless otherwise proposed or required to bere-used within the project, the historic granite curbing,walls, and stairs located on the project site shall bepreserved and delivered to an approved location to thesatisfaction of the City.Per City's direction, the demolitionplan is part of the Phase 1 package.It includes an inventory and notesto preserve the existing historicBishop Peak granite curb for futureuse by the SLO Rep Theatrelandscape architect.PH 1BCIVIL SHEETC-2.216Engineering DivisionThe demolition plans shall show the location of all existingutilities. Existing utilities shall be approved for re-use orshall be abandoned per City Engineering Standards. Theapplicant should confirm whether any utilities remain fromthe previous demolition of the structure(s) located on theproject site. City improvement plan records and/or sewermainline televising records are available upon request.The demolition plans shows andlists all existing on-site utilities tobe removed. All existing utilityservices within the City ROW willbe removed or capped andabandoned in place as part ofPhase 2. Otto Electrical ispreparing an electrical plan for thePG&E rerouting and other Phase 2components.PH 1BCIVIL SHEETC-2.217Engineering DivisionA lot line adjustment or merger shall be processed by aseparate Planning application through the Planning Divisionto remove the underlying property lines. Unless otherwisespecifically approved for deferral by the City, all underlyingparcels shall be merged prior to building permit issuance.The lot merger application,document and forms have beensubmitted to the City. Waiting forthe City to establish projectaddress.PH 1B/2.18Engineering DivisionProjects involving the construction of new structuresgenerally requires that complete frontage improvements beinstalled or that existing improvements be upgraded percity standard. MC 12.16.050This will be addressed in a separatesubmittalPH 2.19Engineering DivisionNew curb, gutter, sidewalk, curb ramps, bulb-outs, streetparking, signage, striping, parking meters, street treeplantings, street lighting, demolitions, etc. shall becompleted as a condition of the project. Except wherestandard streetlights are required, the frontageimprovements shall include new pedestrian levelstreetlights per the approved master plan and CityEngineering Standards.This will be addressed in a separatesubmittalPH 2.LC and LP plans20Engineering DivisionThe project is located within the Mission Style SidewalkDistrict of downtown. Unless otherwise directed andapproved by the Public Work or Community DevelopmentDirectors, all new or replaced improvements shall beconstructed in the Mission Style per City EngineeringStandards.This will be addressed in a separatesubmittalPH 2.LC plans21Engineering DivisionAll proposed street furniture shall conform to CityEngineering Standards and Community Design Guidelines.Final furniture placement and aesthetics shall considerneed, phasing, pedestrian circulation, line-of-sight, andfuture maintenance. The proposed furniture and layoutshall be approved to the satisfaction of the Public Worksand Community Development Directors.This will be addressed in a separatesubmittalPH 2.LC plans22Engineering DivisionCity Engineering standards include a preference forparkways over integral sidewalks where adequate sidewalkwidth is available and street parking has been removed. Thefinal design for the Nipomo Street frontage shall considerwhether parkways or tree plantings in tree wells ispreferred. Direction on this item shall be approved to thesatisfaction of Public Works and Community DevelopmentDirectors.This will be addressed in a separatesubmittalPH 2.LC plans23Engineering DivisionThe street tree and landscape planting plan shall considerline of sight for vehicles and pedestrians. Unless approvedby the City, new tree plantings along Nipomo should belocated near the face of curb per City EngineeringStandards.This will be addressed in a separatesubmittalPH 2.LP plansCOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #24Engineering DivisionThe improvement plans and building plan submittal shallinclude all sidewalk dimensions and clearances. Pedestrianclear space shall be shown along Nipomo for the existingstreet trees to remain within the widened sidewalk.Clearances shall be shown to both the face of curb, interimpatio improvements, and to the face of the future officeaddition. The commercial/residential addition plans mayneed to show a building or building entry in considerationof the existing trees to provide for minimum pedestrianpassage widths.This will be addressed in a separatesubmittalPH 2.LC and LP plans25Engineering DivisionAs recommended by the Planning Commission, the linerbuilding should be used for housing and staff is directed toevaluate the feasibility of moving forward with apublic/private partnership to entitle and develop housingon this portion of the site, to be built after construction ofthe parking structure is completed.This will be addressed in a separatesubmittalPH 2.26Engineering DivisionThe final street width and sidewalk widening along Nipomomay need to be adjusted to accommodate a bulb-out forthe driveway approach into the garage and for thepedestrian crossing at Dana.This will be addressed in a separatesubmittalPH 2.27Engineering DivisionThe decorative crosswalks shall conform to the CityEngineering Standards in effect or in an approved draftform at the time of construction. Flashers for theuncontrolled crossings shall be approved by the PublicWorks Department. Unless, solar powered equipment isspecifically approved at one or more locations, secondarypower shall be provided to activate the flashers.This will be addressed in a separatesubmittalPH 2.LC plans28Engineering DivisionAny proposed phasing of the public improvements shall beapproved by the City. If phased, interim improvements maybe required to provide a reasonable transition betweenadjoining projects.The project will be submitted astwo separate permits.Permit/phase one will include sitedemolition and preparation.Permit/phase two will include theparking strucuture and off siteimprovement works. The permitand construction of the SLOREPTheatre will be a separate phaseand application by othersPH 1B/2.CIVIL SHEETC-2.229Engineering DivisionThe required public improvements may be shown with thebuilding permit submittal or could be processed as aseparate public improvement plan. The on-site plans andoff-site plans shall agree. Unless otherwise approved by theCity, the building permit plans shall not be approved orpermits issued until the adjoining public improvements areapproved. Record plans shall be provided for the workwithin the public right-of-way at the completion of theproject.This will be addressed in a separatesubmittalPH 2.LC, LI, and LP plans30Engineering DivisionThe building plan submittal shall include a complete site,grading, drainage, and utility plan. If proposed grading,drainage, and utilities are to be permitted under a separatesubmittal, this information shall be shown " for referenceonly" on the building plan submittal. The plan shall show allexisting and proposed underground and overhead utilitiesfor reference. All utility company meters, vaults,equipment, and transformers shall be shown for reference.This will be addressed in a separatesubmittalPH 2.31Engineering DivisionAll new wire utilities shall be underground. Unlessotherwise approved by the City, the underground service( s)shall be achieved without use of utility poles within thepublic right-of-way.Noted and met. The demolitionshows and lists all existing on-siteutilities to be removed. All existingutility services within the City ROWwill be removed or capped andabandoned in place as part ofPhase 2. Otto Electrical ispreparing an electrical plan for thePG&E rerouting and other Phase 2components.PH 1BCIVIL SHEETC-2.232Engineering DivisionThe required POE service work and their preliminary designmemo shall be reviewed and approved by the City and theengineer of record prior to commencing with final designs.The final PGE handout package shall be approved prior tobuilding permit issuance or shall be listed as a deferredsubmittal item. The plan shall clarify how secondary servicewill be maintained or re-served to the remaining propertiesto the east.This will be addressed in a separatesubmittalPH 2.33Engineering DivisionThe demolition plan, topo plan, and/or site electrical planshall show all existing joint poles, parking lot lighting, lightnumbers and wattage, POE services, and tele-com services.The plans shall include JP/SL #1561, SL pole#1741/120388413, and JP # 643/110368243.This will be addressed in a separatesubmittalPH 2.34Engineering DivisionJP # 643 appears to carry secondary power and tele-com toserve the Palm and Monterey properties to the east fromtheir respective rear yards. The lines appear to terminate atJP /SL 1499/120388414 located within City Parking Lot #9.The plans shall clarify how service will be maintained to theexisting services. If service can be reserved from JP # 1499in Parking Lot # 9, existing off-site JP # 643 would become aterminal pole and might be abandoned in favor of a newpole and guy located off the common property line.This will be addressed in a separatesubmittalPH 2.35Engineering DivisionHandrails for any on-site stairs or ramps shall not encroachinto the public right-of-way or public sidewalk area andshall comply with current Americans with Disabilities Act(ADA) code.This will be addressed in a separatesubmittalPH 2.LC Plans
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022\\RRMPZ\on-site\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.3, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PSC-9.3CONDITIONS OF APPROVAL 36Engineering DivisionThe building plan submittal and project drainage reportshall show and note compliance with the Drainage DesignManual, Floodplain Management Regulation, and the PostConstruction Stormwater Regulations. The stormwaterBMP's shall be located outside the public right-of-wayunless otherwise specifically approved by the City. The PCRcompliance approach and strategy shall consider how thetreatment of runoff from the altered or replaced publicimprovements will be managed. Some stormwater BMP'sdesigned to treat runoff from public streets and sidewalksmay be located within the Public right-of-way.EDP has prepared the on-sitePhase 1 stormwater mitigationdesign, plans and stormwatercontrol plan (SWCP). See EDPplans for reference. Roadsidebiofiltration stormwater mitigationplanters are proposed at theNipomo and Palm Streetintersection to treat the replacedimpervious areas from the publicimprovements. See the Phase 2street improvement plans.PH 1B/2.EDP SHEETSD-1.0 TO D-4.337Engineering DivisionThe building plan submittal shall clarify whether the lowerfloor of the parking structure and future commercial/residential structure are located above the base floodelevation BFE). If not, the structure and openings shall befloodproofed and constructed of flood resistant materials.All building service equipment and elevators shall belocated outside the mapped flood zone, 1' above the BFE,or floodproofed to 1' above the BFE.This will be addressed in a separatesubmittalPH 2.38Engineering DivisionThe building plan submittal shall include a complete gradingand drainage plan. The plan shall evaluate whether there isexisting run-on from the neighboring upslope properties.The plans shall clarify the extent of any run-on and shallclarify how the drainage will be collected and conveyed toan approved outlet. A portion of the roof from an adjoiningstructure with a zero setback appears to discharge onto thissite. An analysis of the entire limits of the watershedtributary to the easterly property line will be required.There is no off-site run-on to thesite. EDP has prepared the on-sitePhase 1 stormwater mitigationdesign, plans and stormwatercontrol plan (SWCP). See EDPplans for reference.PH 1BEDP SHEETSD-1.0 TO D-4.339Engineering DivisionThe building plan submittal shall include a complete treesummary showing all existing trees, tree diameters, species,and proposed disposition. The plan shall include trees onneighboring properties with tree canopies/root zones thatmay encroach into the area of construction disturbance. Atree preservation plan shall be provided as part of thebuilding plans to clarify how all trees proposed to remainwill be protected during demolition and construction.This will be addressed in a separatesubmittalPH 2.LP plans40Engineering DivisionStreet trees are required as a condition of the buildingpermit. The landscape and irrigation plans shall showirrigation improvements and sleeves under the sidewalk toprovide irrigation to any parkway plantings and/or treewells. Street tree species and plantings shall be inaccordance with the City Engineering Standards and mayinclude palm trees.This will be addressed in a separatesubmittalPH 2.LI and LP Plans41TransportationDivisionThe proposed uncontrolled crosswalks on Nipomo Streetand Monterey Street shall be designed to include featuressuch as flashers, decorative pavement treatment, warningsignage, pavement markings, and bulb outs similar to othercrosswalks in the downtown area. The specific designtreatments at all proposed crosswalks shall be approved bythe City Public Works Department in conjunction withreview off the public improvement plans.This will be addressed in a separatesubmittalPH 2.LC Plans42TransportationDivisionDesign of proposed bulb outs, driveways and otherintersection geometric modifications shall include vehicleturning path analysis using appropriate design vehicles asidentified in the City's Engineering Standards to thesatisfaction of the Public Works Director. Designs shallconsider placement of street trees, landscaping and othervertical features near intersections, driveways andpedestrian crossings in order to maintain adequate sightdistance per City Engineering Standards .This will be addressed in a separatesubmittalPH 2.LC and LP Plans43TransportationDivisionSidewalk landscaping, street furniture and/or otherelements shall be designed to discourage pedestriancrossings of Nipomo Street at the northeast comer of theNipomo Street/Monterey Street intersection, thesouthwest comer of the Nipomo Street/Dana Streetintersection, and the southeast comer of the NipomoStreet/Palm Street intersection.This will be addressed in a separatesubmittalPH 2.LC and LP plans44TransportationDivisionFrontage improvements shall include installation ofstandard streetlights and downtown pedestrian lighting perCity Standards to the satisfaction of the Public WorksDirector.This will be addressed in a separatesubmittalPH 2.LC Plans45TransportationDivisionConsistent with Mitigation Measure T-1 per the project'sFinal EIR, prior to issuance of each building permit, theconstruction contractor( s) shall develop a constructionmanagement plan for review and approval of theCommunity Development and Public Works Departments toidentify traffic management strategies to address trafficcongestion, construction staging/ traffic control, parkingdemand and other transportation concerns related toproject construction activities.A construction management planwill be submitted for review by theappointed contracting teamPost BidStage46TransportationDivisionWhere frontage improvements are proposed, sidewalksshall have a minimum of eight (8) feet clear width, unlessotherwise approved by the Public Works Director.This will be addressed in a separatesubmittalPH 2.LC Plans47TransportationDivisionConsistent with Mitigation Measure T-3 per the project'sFinal EIR, the public improvement plans shall incorporateimprovements to the Dana Street/Nipomo and MontereyStreet/Nipomo Street intersections to enhance pedestriansafety and accessibility. At a minimum, the publicimprovements shall include the following elements to thesatisfaction of the Public Works Director:This will be addressed in a separatesubmittalPH 2.47aTransportationDivisionHigh-visibility crosswalk markings or other intersectionenhancements , with directional curb ramps across NipomoStreet from the northwest comer of Dana Street/ NipomoStreet to the southwest comer of the parking structure.This will be addressed in a separatesubmittalPH 2.LC Plans47bTransportationDivisionHigh-visibility crosswalk markings or other intersectionenhancements, with directional curb ramps across NipomoStreet from the southeast comer of MontereyStreet/Nipomo Street across Nipomo Street.This will be addressed in a separatesubmittalPH 2.LC Plans47cTransportationDivisionStandard crosswalks or other intersection enhancements,with directional curb ramps across Monterey Street andDana Street where they intersect with Nipomo Street.This will be addressed in a separatesubmittalPH 2.LC Plans47dTransportationDivisionReduce comer curb radii on the southwest comer of DanaStreet/ Nipomo Street and the northeast comer ofMonterey Street/ Nipomo Street.This will be addressed in a separatesubmittalPH 2.48TransportationDivisionFinal designs for the Palm Street access driveway to theparking structure shall be refined to provide acceptablevisibility sight triangles for both vehicular traffic on PalmStreet and pedestrians crossing the driveway.This will be addressed in a separatesubmittalPH 2.LC and LP Plans49UtilitiesThe proposed utility infrastructure shall comply with thelatest engineering design standards effective at the timethe building permit is obtained and shall have reasonablealignments needed for maintenance of publicinfrastructure.This will be addressed in a separatesubmittalPH 2.50UtilitiesThe project shall construct a new sewer lateral and waterservices for the proposed use.This will be addressed in a separatesubmittalPH 2.51UtilitiesRevisions to the existing sewer and water infrastructure,that may result from the proposed land use modifications,shall be completed to the satisfaction of the UtilitiesDirector to minimize impacts to operations andmaintenance of the services.This will be addressed in a separatesubmittalPH 2.52UtilitiesUnderground dewatering systems for basements shalldischarge to an on-site retention system or shall obtain anenvironmental compliance permit prior to issuance of anoccupancy permit.This will be addressed in a separatesubmittalPH 2.53UtilitiesFinal grades and alignments offal public and/or privatewater, and sewer services shall be approved to thesatisfaction of the Utilities Department. The final location,configuration, and sizing of on-site service laterals andmeters shall be approved by the Utilities Director inconjunction with the review of the building plans, firesprinkler plans, and/or public improvement plans.This will be addressed in a separatesubmittalPH 2.54UtilitiesProjects generating more than two cubic yards of totalwaste shall comply with AB 1826, and local wastemanagement ordinance to reduce greenhouse gasemissions. Trash enclosure(s) shall conform therequirements by the San Luis Garbage Company and refusebins shall be sized to provide a reasonable level of service.Separate refuse bins shall be accommodated within the sitefor waste, recycling, and organics.This will be addressed in a separatesubmittalPH 2.55UtilitiesTree wells shall maintain a 10-foot clearance to the existingsewer and water mains. New curbs along the frontageimprovements shall maintain a 2-foot clearance betweenthe lip of gutter and the existing sewer or water mains.This will be addressed in a separatesubmittalPH 2.LP Plans56SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe applicant shall defend, indemnify, and hold harmlessthe City and/or its agents,officers, and employees from any claim, action, orproceeding against the City and/or itsagents, officers, or employees to attack, set aside, void, orannul the approval by the Cityof this project, and all actions relating thereto, including butnot limited to environmentalreview (" Indemnified Claims"). The City shall promptlynotify the applicant of anyIndemnified Claim upon being presented with theIndemnified Claim, and City shall fullycooperate in the defense against an Indemnified Claim.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A57SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentFinal project design and construction drawings submittedfor a building permit shall be insubstantial compliance with the project description andplans approved by the City Council.A separate, full-size sheet shall be included in workingdrawings submitted for a buildingpermit that lists all conditions of project approvals listedand mitigation measures in theMMRP as sheet number 2. Furthermore, as identified in theEIR, environmentallymitigating project features shall be included in the finalproject design.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A58SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentReference shall be made in the margin oflisted items as towhere in plans requirements areaddressed. Any change to approved design, colors,materials, landscaping, or otherconditions of approval must be approved by the Director orArchitectural ReviewCommission, as deemed appropriate.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A59SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe design ofthe proposed SLO Rep Theatre shall beconsistent with the proposed fa~aderedesign included in the plans submitted as part of thePlanning Commission staff reportdated October 23, 2019. The building permit submittal shallaccurately show the locationofall the terra cotta tiles and which colors will be locatedwhere.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A60SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall call out thecolors and materials ofall proposedbuilding surfaces and other improvements.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.4, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PSC-9.4CONDITIONS OF APPROVAL 61SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe locations of all exterior lighting, including bollard stylelandscaping or path/parkinglighting, shall be included in plans submitted for a buildingpermit. All wall-mountedlighting fixtures shall be clearly called out on buildingelevations included as part ofworking drawings. All wall-mounted lighting shallcomplement building architecture,subject to the approval ofthe Community DevelopmentDirector. The lighting schedule forthe building shall include a graphic representation oftheproposed lighting fixtures and cutsheets on the submitted building plans. The selectedfixture( s) shall be shielded to ensurethat light is directed downward consistent with therequirements of the City's Night SkyPreservation standards contained in Chapter 17 .23 ofthe2015 Zoning Regulations.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A62SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall clearly state thetype/model of bicycle racksproposed, location and dimensions of all 13 short andlong-term bicycle parking spaces.All long-term bicycle parking spaces shall be located withinthe building. Sufficient detailshall be provided about the placement and design ofbikeracks to demonstrate compliancewith relevant Engineering Standards and Community DesignGuidelines, to the satisfactionofthe Public Works and Community Development Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A63SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentPlans submitted for a building permit shall include windowdetails indicating the type ofmaterials for the window frames and mullions, theirdimensions, and colors. Plans shallinclude the materials and dimensions of all lintels, sills,surrounds recesses and otherrelated window features. Plans shall demonstrate the useof high-quality materials for thewindows that reflect the architectural style of the projectand are compatible with theneighborhood character, to the approval ofthe CommunityDevelopment Director.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A64SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentMechanical and electrical equipment shall be locatedinternally. With submittal ofworkingdrawings, the applicant shall include sectional views of thebuilding, which clearly showthe sizes of any proposed condensers and other mechanicalequipment. Ifany condensersor other mechanical equipment is to be placed on the roof,plans submitted for a buildingpermit shall confirm that parapets and other roof featureswill adequately screen them. Aline-of-sight diagram may be required to confirm thatproposed screening will be adequate.This condition applies to initial construction and laterimprovements.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A65SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe location of any required backflow preventer anddouble-check assembly shall beshown on all site plans submitted for a building permit,including the landscaping plan.Construction plans shall also include a scaled diagram oftheequipment proposed. Wherepossible, as determined by the Utilities Director, equipmentshall be located inside thebuilding within 20 feet ofthe front property line. Where thisis not possible, as determinedby the Utilities Director, the back-flow preventer anddouble-check assembly shall belocated in the street yard and screened using a combinationofpaint color, landscaping and,ifdeemed appropriate by the Community DevelopmentDirector, a low wall. The size andconfiguration of such equipment shall be subject to reviewand approval by the Utilitiesand Community Development Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A66SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentA final landscaping plan, including irrigation details andplans, shall be submitted to theCommunity Development Department along with workingdrawings. The legend for thelandscaping plan shall include the sizes and species of allgroundcovers, shrubs, and treeswith corresponding symbols for each plant materialshowing their specific locations onplans. Street trees species shall comply with City standardsand may include palm trees.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A67SLO Rep TheatreArchitectural DesignPlanning Division -CommunityDevelopmentDepartmentThe applicant shall pay parking in-lieu fees for 67 parkingspaces prior to building permitissuance unless another agreement is supported by the Cityto the satisfaction of theCommunity Development and Public Works Directors.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A68Engineering Division -Public Works/CommunityDevelopmentDepartmentThe Parking Structure shall conform to the overall proposedcampus designs and approvalsfor the Palm Nipomo Parking Structure Project and anysubsequent agreements betweenthe SLO Rep Theatre and the City. The project shall alsoconform to previously approvedbulb-out and crossing designs for the Monterey Placeproject located at 667 Monterey.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A69Engineering Division -Public Works/CommunityDevelopmentDepartmentThe project address should be established prior to buildingpermit application ifpossible.Otherwise, the address will be established during permitreview and prior to permitissuance.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A70Engineering Division -Public Works/CommunityDevelopmentDepartmentA separate demolition plan and permits are required for thestructures located on the projectsite. The plan shall include an inventory of all improvementslocated on the City parceland within the public right-of-way. Any historic materialsshall be noted and shall includea matrix ofthe proposed disposition. Unless otherwiseproposed or required to be re-usedwithin the project, the historic granite curbing, walls, andstairs located on the project siteshall be preserved and delivered to an approved location tothe satisfaction ofthe City.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A71Engineering Division -Public Works/CommunityDevelopmentDepartmentThe demolition plans shall show the location ofall existingutilities. Existing utilities shallbe approved for re-use or shall be abandoned per CityEngineering Standards. Theapplicant should confirm whether any utilities remain fromthe previous demolition ofthestructure( s) located on the project site. City improvementplan records and/or sewermainline televising records are available upon request.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A72Engineering Division -Public Works/CommunityDevelopmentDepartmentProjects involving the construction of new structuresgenerally requires that completefrontage improvements be installed or that existingimprovements be upgraded per citystandard. MC 12.16.050This will be addressed in a separatesubmittal by SLO Rep TheatreN/A73Engineering Division -Public Works/CommunityDevelopmentDepartmentNew curb, gutter, sidewalk, curb ramps, bulb-outs, streetparking, signage, striping, parkingmeters, street tree plantings, street lighting, demolitions,etc. shall be completed as acondition of the project. Except where standard streetlightsare required, the frontageimprovements shall include new pedestrian levelstreetlights per the approved master planand City Engineering Standards.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A74Engineering Division -Public Works/CommunityDevelopmentDepartmentThe project is located within the Mission Style SidewalkDistrict of downtown. Unlessdirected otherwise and approved by Public Works orCommunity Development Directors,all new or replaced improvements shall be constructed inthe Mission Style per CityEngineering Standards.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A75Engineering Division -Public Works/CommunityDevelopmentDepartmentAny proposed phasing ofthe public improvements shall beapproved by the City. Ifphased,interim improvements may be required to provide areasonable transition betweenadjoining projects.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A76Engineering Division -Public Works/CommunityDevelopmentDepartmentThe required public improvements may be shown with thebuilding permit submittal orcould be processed as a separate public improvement plan.The on-site plans and off-siteplans shall agree. Unless otherwise approved by the City,the building permit plans shallnot be approved or permits issued until the adjoining publicimprovements are approved.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A77Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete site,grading, drainage, and utilityplan. If proposed grading, drainage, and utilities are to bepermitted under a separatesubmittal, this information shall be shown " for referenceonly" on the building plansubmittal. The plan shall show all existing and proposedunderground and overheadutilities for reference. All utility company meters, vaults,equipment, and transformersshall be shown for reference.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A78Engineering Division -Public Works/CommunityDevelopmentDepartment All new wire utilities shall be underground. Unlessotherwise approved by the City, theunderground service( s) shall be achieved without a netincrease ofutility poles within thepublic right-of-way.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A79Engineering Division -Public Works/CommunityDevelopmentDepartmentThe required PGE service work and their preliminary designmemo shall be reviewed andapproved by the City and the engineer of record prior tocommencing with final designs.The final PGE handout package shall be approved prior tobuilding permit issuance or shallbe listed as a deferred submittal item. The plan shall clarifyhow secondary service will bemaintained or re-served to the remaining properties to theeast.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A80Engineering Division -Public Works/CommunityDevelopmentDepartmentHandrails for any on-site stairs or ramps shall not encroachinto the public right-of-way orpublic sidewalk area and shall comply with currentAmericans with Disabilities Act (ADA)code.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #
CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONSKYKMSKYSKYAS NOTED06/06/2022N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.5, Jun 06, 2022 6:09pm, kmatsumoto
rrmdesign.com | (805) 543-17943765 S. Higuera, San Luis Obispo, CA 93401THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTSREPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGNGROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS ORUSED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIEDPROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGSOR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS.RRM DESIGN GROUP COPYRIGHT 2022.RRM IS A CALIFORNIA CORPORATIONPHASE 1B - CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PSC-9.5CONDITIONS OF APPROVAL 81Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal and project drainage reportshall show and note compliancewith the Drainage Design Manual, Floodplain ManagementRegulation, and the PostConstruction Stormwater Regulations. The stormwaterBMP's shall be located outside thepublic right-of-way unless otherwise specifically approvedby the City. The PCRcompliance approach and strategy shall consider how thetreatment of runoff from thealtered or replaced public improvements will be managed.Some stormwater BMP'sdesigned to treat runoff from public streets and sidewalksmay be located within the Publicright-of-way.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A82Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall clarify that the access intothe lower floor and basementexit systems are located above the base flood elevation (BFE). Unless otherwise approvedby the City, a one-foot freeboard should be provided abovethe BFE. All building serviceequipment shall be located outside or above the BFE.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A83Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete gradingand drainage plan. The planshall evaluate whether there is existing run-on from theneighboring upslope properties.The plans shall clarify the extent of any run-on and shallclarify how the drainage will becollected and conveyed to an approved outlet. A portion ofthe roof from an adjoiningstructure with a zero setback appears to discharge onto thissite. An analysis of the entirelimits ofthe watershed tributary to the easterly propertyline will be required.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A84Engineering Division -Public Works/CommunityDevelopmentDepartmentThe building plan submittal shall include a complete treesummary showing all existingtrees, tree diameters, species, and proposed disposition.The plan shall include trees onneighboring properties with tree canopies/root zones thatmay encroach into the area ofconstruction disturbance. A tree preservation plan shall beprovided to clarify how all treesproposed to remain will be protected during demolition andconstruction.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A85Engineering Division -Public Works/CommunityDevelopmentDepartmentStreet trees are required as a condition ofthe buildingpermit. The landscape and irrigationplans shall show irrigation improvements and sleeves underthe sidewalk to provideirrigation to any parkway plantings and/or tree wells. Streettree species and plantings shallbe in accordance with the City Engineering Standards andmay include palm trees.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A86Engineering Division -Public Works/CommunityDevelopmentDepartmentPursuant to Chapter 4.56 of the City of San Luis MunicipalCode, the project shall beresponsible for paying applicable transportation impactfees prior to issuance of buildingpermits.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A87Engineering Division -Public Works/CommunityDevelopmentDepartmentPer Mitigation Measure T-1 of the Palm/Nipomo ParkingStructure Project EIR, aConstruction Management Plan shall be submitted forreview and approval by the PublicWorks and Community Development Departments. Prior toissuance of building permitsand encroachment permits for the proposed theaterproject, a Construction ManagementPlan must be approved by the Public Works and CommunityDevelopment Departments -either as a combined plan forthe parking structure and theater project or as astand-aloneplan for the theater project only.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A88Utilities DepartmentThe proposed utility infrastructure shall comply with thelatest engineering designstandards effective at the time the building permit isobtained and shall have reasonablealignments needed for maintenance ofpublic infrastructure.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A89Utilities DepartmentThe project must construct a new sewer lateral and waterservices for the proposed use.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A90Utilities DepartmentMAWA and ETWU calculations shall be provided for theproposed landscape plan per thefollowing formula: http://www. slocity .org/ government/department-directoryThis will be addressed in a separatesubmittal by SLO Rep TheatreN/A91Utilities DepartmentProjects generating more than two cubic yards oftotalwaste shall comply with AB 1826,and local waste management ordinance to reducegreenhouse gas emissions. Trashenclosure(s) shall conform the requirements by the San LuisGarbage Company and refusebins shall be sized to provide a reasonable level of service.Separate refuse bins shall beaccommodated within the site for waste, recycling, andorganics .This will be addressed in a separatesubmittal by SLO Rep TheatreN/A92Utilities DepartmentApplicant will need to obtain in writing that the proposedenclosures and collection methodmeets the San Luis Garbage Company (SLG) requirements.SLG can be contacted at (805)543-0875. The proposed plans show large waste containersat the bottom of the accessramp near the north boundary ofthe project, which will bedifficult to access. Please consultwith SLG to review the access and ensure the large bins willnot create a safety hazard. Allthree waste streams need to be included in the proposedtrash enclosure per Section 2.1.1-D ofthe Uniform DesignCriteria.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A93Utilities DepartmentDriveways and access routes to the trash enclosure shall bedesigned to accommodate thesize and weight of the garbage trucks; a writtenconfirmation from the San Luis GarbageCompany shall be included in the building permit plans forthe proposed project. The trashenclosure area shall have a maximum slope oftwo percentin a way that waste services willnot interfere with vehicular or pedestrian traffic.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A94Utilities DepartmentTree wells shall maintain a 10-foot clearance to the existingsewer and water mains. Newcurbs along the frontage improvements shall maintain a2-foot clearance between the newlip ofgutter and the outside edge ofexisting sewer or watermains .This will be addressed in a separatesubmittal by SLO Rep TheatreN/A95Utilities DepartmentUnderground dewatering systems for basements shalldischarge to an on-site retentionsystem or shall obtain an environmental compliance permitprior to issuance of anoccupancy permit.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A96Use PermitThe proposed parking structure shall operate in substantialcompliance with the project description approved by theCity Council.This will be addressed in a separatesubmittalPH 2.97SLO Rep Theatre UsePermitThe applicant shall defend, indemnify, and hold harmlessthe City and/or its agents,officers, and employees from any claim, action, orproceeding against the City and/ or itsagents, officers, or employees to attack, set aside, void, orannul the approval by the Cityof this project, and all actions relating thereto, including butnot limited to environmentalreview (" Indemnified Claims"). The City shall promptlynotify the applicant of anyIndemnified Claim upon being presented with theIndemnified Claim, and City shall fullycooperate in the defense against an Indemnified Claim.This will be addressed in a separatesubmittal by SLO Rep TheatreN/A98SLO Rep Theatre UsePermitThe proposed SLO Rep theatre shall operate in substantialcompliance with the projectdescription approved by the City Council.This will be addressed in a separatesubmittal by SLO Rep TheatreN/ACOA No.COA No.SubAgencyConditionMitigation MeasuresPhaseDrawing #
Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gEXISTING 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.DISCLAIMER NOTE: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.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:14.a.SUBMIT A COPY OF ALL SUCH COMPLETED PERMITS TO THE CITY BUILDING DEPARTMENTOR,14.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.15.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.PRO-ECT PRECONSTRUCTION 0EETINGPRIOR 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.OBSER9ATION AND TESTING PROGRA0THE 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.PRO-ECT REPORT RE4UIRE0ENTSPAD 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 #303310-001 . 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#303310-001 BY EARTH SYSTEMS PACIFIC, INC. , DATE 12/13/2019 REV DATED 1/7/2020 FILED WITHTHE CITY OF SAN LUIS 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 PER SOILS REPORTS RECOMMENDATIONS.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.12.MINIMUM SLOPE AWAY FROM BUILDINGS SHALL BE 5% FOR EARTH AND 2% FOR PAVED SUFACESFOR THE FIRST TEN FEET AROUND PERIMETER.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 2019 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:·1705.1 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).·1705.2 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:·FINAL PLANS·STRIPPING AND CLEARING OF VEGETATION·RECOMPACTION OF SCARIFICATION SOILS·FILL PLACEMENT AND COMPACTION·OVER EXCAVATING·VERIFICATION OF SOILS TYPE & DEPTH·FINAL REPORTTHE SOIL ENGINEER OF WORK SHALL BE EARTH SYSTEMS PACIFIC, INC. SOILS REPORT#303310-001 THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THEFOLLOWING TASKS:·ROUGH GRADING & SITE PREPARATION·FINAL GRADING INSPECTION PRIOR TO FINAL CITY INSPECTIONTHE PROJECT ENGINEER OF WORK SHALL BE DANIEL SOTELO OF ENGINEERING DESIGNPROFESSIONALS, INC., RCE 81227, P.O. BOX 4456, SAN LUIS OBISPO, CA 93403, PHONE (805)602-6167THE ENGINEER OR WORK SHALL STATE IN WRITING THE WORK IS IN SUBSTANTIALCONFORMANCE WITH THE APPROVED PLANS.PRO-ECT SUR9EY 0ONU0ENTSEXISTING SURVEY MONUMENTS SHALL BE TIED OUT OR REPLACED IN ACCORDANCE WITHCITYSTANDARDS AND SPECIFICATIONSGRADING AND 9EGETATION RE0O9ALTO 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 0EASURESEROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE IN PLACE ANDFUNCTIONALLEGENDPROPERTY 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 CODES·SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERINGSTANDARDS AUGUST 2020 EDITION.·2019 PLUMBING CODE AND ITS APPENDICES AND STANDARDS·2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES ANDSTANDARDS·2019 CALIFORNIA ELECTRIC CODE AND ITS APPENDICES AND STANDARDS·2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARADS·2019 CALIFORNIA GREEN BUILDING STANDARDS·2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART ICALIFORNIA CODE OF REGULATIONS (CCR)·2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2 CCR BASED ON2012 IBC AND 2016 CA AMENDMENTS·2019 CALIFORNIA REFERENCE STANDARD CODE TITLE 24, PART 12 CCRNOTE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TOCONTACT "UNDERGROUND SERVICE ALERT" BY PHONE AT 8-1-1 FORTY-EIGHT(48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER,TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOROR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THELOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUNDFACILITIES.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 AUGUST 2020.)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 805-781-7200 WITH AT LEAST A48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINALINSPECTION.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.GEOTECHNICAL REPORTPROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPBENCHMARKFLOOD ZONE INFORMATIONA 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)TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)NOTE1.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 SAN LUIS OBISPO.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 SAN LUISOBISPO PUBLIC WORKS OFFICE LOCATED AT 990 PALM STREET. 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.SITE DATAAPN No.002-412-011ACREAGE:0.89ZONINGO-HE N G I E E R I N GN
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SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-NS.dwg, Layout1, May 31, 2022 2:37am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS
R EGISTE
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FORNI
A EXP.CIVILNO. 81227D
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EL A. SOTELOPRELI0INARYD-1.0MAY 31, 2022NOTESDS55/31/2022DSDSDSNTSR EGISTE
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STOPEXISTING GATE VALVEEXISTING GATE VALVEEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING SSCOEXISTINGWATER METEREXISTING GATE VALVEMONTEREY STREET201.99FS197.84FSN36° 28' 51"W 279.70'N53° 05' 37"E 214.61'S36° 15' 10"E 281.64'11(PUBLIC)31.58'0.5'LOBBYFF FUTURE (201)(202)(203)(204)200.93FS201.77FS200.96F
S LI0ITS OF YR FLOOD PLAIN200.60FG19
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7
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125' RWFRONTAGE IMPROVEMENTS (BY OTHERS)200.66FS201.56FSBEGINNING OF :ALL END OF :ALL BEGINNING OF :ALL END :ALL END OF :ALL BEGINNING :ALL :ALL FUTURE :ALL FUTURE :ALL FUTURE FUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTS11
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7
.
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7
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199.97F
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(193)(194)(195)(196)(197)(200)(198)(199)(195)(194)(196)(
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(205
)1+341+00BEGINNING OF :ALL :ALL FUTURE END OF :ALL 200.61FG200.58FG200.09FG1200.64FSNIPOMO STREET(PUBLIC)1681701801902002102202301681701801902002102202300+751+001+502+00STA: 1+00.00 TOF ELEV: 187.21END WALL
STA: 1+80.76 TOF ELEV: 196.07
END WALL
STA: 1+36.78 TOF ELEV: 187.21STA: 1+36.78 TOF ELEV: 196.07STEP FOOTINGSTA: 1+36.78 TOF ELEV: 196.07AP
STA: 1+76.77 TOF ELEV: 196.07
AP
STA: 1+00.00 TOW ELEV: 201.43BEGIN WALLSTA: 1+09.32 TOW ELEV: 201.43STA: 1+09.32 TOW ELEV: 200.76STEP WALLSTA: 1+55.90 TOW ELEV: 200.76STA: 1+55.90 TOW ELEV: 201.43STEP WALL
STA: 1+80.78 TOW ELEV: 201.43
END WALLGRADE AT FACE OF WALLGRADE ATBACK OF WALLDEEPEND FOOTING W/MOISTURE CUTOFF1701801902002102202301701801902002102202300+751+001+50STA: 1+00.00 TOF ELEV: 199.90
BEGIN WALL
STA: 1+13.31 TOF ELEV: 199.90
STA: 1+13.31 TOF ELEV: 199.23
STEP FOOTING
STA: 1+24.54 TOF ELEV: 199.23
END WALL
STA: 1+13.62 TOF ELEV: 199.23
BC
STA: 1+00.00 TOW ELEV: 204.59
BEGIN WALL
STA: 1+24.54 TOW ELEV: 204.59
END WALLGRADE AT BACK OF WALLGRADE AT FACE OF WALL1701801902002102202301701801902002102202301+001+501+60STA: 1+16.43 TOF ELEV: 199.90
BEGIN WALL
STA: 1+43.80 TOF ELEV: 199.23
END WALL
STA: 1+39.06 TOF ELEV: 199.90
STA: 1+39.06 TOF ELEV: 199.23
STEP FOOTING
STA: 1+26.93 TOF ELEV: 199.90
AP
STA: 1+16.43 TOW ELEV: 204.59
BEGIN WALL
STA: 1+43.80 TOW ELEV: 204.59
END WALLGRADE ATFACE OF WALLGRADE ATBACK OF WALL1751801902002102202301751801902002102202300+751+001+50STA: 1+00.00 TOF ELEV: 199.07
BEGIN WALL
STA: 1+33.65 TOF ELEV: 199.07
END WALL
STA: 1+13.85 TOF ELEV: 199.07
AP
GRADE AT FACE OF WALLSTA: 1+00.00 TOW ELEV: 202.42
BEGIN WALL
STA: 1+01.34 TOW ELEV: 202.42
STA: 1+01.34 TOW ELEV: 203.09
STEP WALL
STA: 1+10.65 TOW ELEV: 203.09
STA: 1+10.65 TOW ELEV: 203.76
STEP WALL
STA: 1+29.28 TOW ELEV: 203.76
STA: 1+29.28 TOW ELEV: 204.43
STEP WALL
STA: 1+33.64 TOW ELEV: 204.43
END WALLGRADE AT BACK OF WALLBENCHMARKEXISTING 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.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONSITE DATAAPN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA 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)1FUTURE RETAINING WALL. SEE WALL PROFILES THIS SHEET FOR TOP OFWALL AND TOP OF FOOTING ELEVATIONS. CONTRACTOR TO PROVIDEBACK OF WALL ASPHALTIC WATER PROOFING, DRAIN ROCK, ANDPERFORATED PIPE PER GEOTECHNICAL REPORT. PERFORATED PIPE TODAYLIGHT. CONTRACTOR TO VERIFY WALL HEIGHT PRIOR TOCONSTRUCTION.CONSTRUCTION NOTESLEGENDPROPERTY 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)||||||||||||||||||||||||||||||TOP BACK CURBFINISH GRADEEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETE(00.00)TC(00.00)EG(00.00)EP(00.00)FL(00.00)ACTOP BACK CURBEXISTING GROUNDEDGE OF PAVEMENTFLOW LINEASPHALT CONCRETEPROPOSEDEXISTING00.00TC00.00FG00.00EP00.00FL00.00ACLEGENDHIGH POINT00.00HP(00.00)TRW(00.00)TFTOP OF RET. WALLTOP OF FOOTERTOP OF RET. WALLTOP OF FOOTER00.00TRW00.00TF(0" CURB WHERE APPLIES)CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, GRADING 1, May 31, 2022 2:37am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
SAN LUIS OBISPO, CA
CULTURAL ARTS DISTRICT PS E N G I E E R I N GN
D E S GI N
P R O F E S S I O N A L S ,I N C .
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EL A. SOTELOPRELI0INARYNOTE TO CONTRACTOR:1.FOOTING DEPTH ELEVATIONS ARE BASED ON THE MINIMUM DEPTH AS SPECIFIED BYTHE SOILS ENGINEER. FINAL FOOTING DEPTH SHALL BE DETERMINED BY THE SOILSENGINEER. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD WITH FINAL WALLDESIGN REQUIREMENTS PRIOR TO FOOTING CONSTRUCTION.2.SEE RETAINING WALL DETAIL X, ON SHEET XX FOR ADDITIONAL INFORMATION.(FUTURE) RETAINING WALL 1 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'(FUTURE) RETAINING WALL 2 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'(FUTURE) RETAINING WALL 3 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'D-2.0RETAINING WALLS PLAN & PROFILES(FUTURE) RETAINING WALL 4 - PROFILE VIEWHORZ: 1" = 10'VERT: 1" = 10'GEOTECHNICAL REPORTPROJECT No. #303310-001DATED: 12/13/2019 REV DATED 1/7/2020AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.MAY 31, 2022DSDSDSDS1" = 10'55/31/2022
STOP UPSSSSWWWWWWWWWWWWWWJTJTJTJTJTJTJTJTJTJTJTJTJTJTSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
D
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D
SDEXISTING GATE VALVEEXISTING GATE VALVEEXISTING SSMHRIM EL =(202.14)EXISTING 2.5'RETAINING WALLDRIP LINEDRIP LINE48" OAKEXISTING POWER POLEEXISTING 2.5' RETAINING WALLEXISTING GATE VALVEEXISTING CURB & SIDEWALKEXISTING CURB ANDSIDEWALKEXISTING CURB,GUTTER, ANDSIDEWALKEXISTING STREET TREEEXISTINGHANDICAPRAMPEXISTING SSCOEXISTINGWATER METERMONTEREY STREETDANA STREETEXISTING SSMHRIM EL = 191.85NIPOMO STREET
N53° 05' 37"E 214.61'(PUBLIC)(PUBLIC)(PUBLIC)2.43'36.91'FF PROPOSED T+EATER FUTURE LI0ITS OF YR FLOOD PLAINLINE OF DECK ABOVELINE OF STAIRS ABOVE0.5'1200.00 TG194.56 INV.1200.66 TG197.68 INV.2200.63 RIM193.96 INV.2197.31 RIM190.77 INV.311126190.31 INV.8189.08 INV.377± 6 LF15.3'31.2'FRONTAGE IMPROVEMENTS (BY OTHERS)FRONTAGE IMPROVEMENTS (BY OTHERS)FUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTSFUTURE IMPROVEMENTS8188.18 INV.8.5'7.9'31.6'8.4'6193.64 INV.15.6'
D4.3
C
4.3
A
4.3 B4.3INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTURE BARRIER LINEROR EQUIVALENT AT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE22.1'5.4'8.5'48.4'5.0'49 CFBASIN 5197.54 INV.5197.11 INV.7±7 LF7±18 LF7±5 LF9 (ROOF AREA TO DRAINTO BASIN 2) (ROOF AREA TODRAIN TO BASIN 2)7± 4 LF7± 29 LF7± 23 LF7± 8 LF107± 3 LF± 36 LF7± 14 LF1015193.11 INV.196.21 INV.192.63 INV.189.45 INV.190.10 TG187.10 INV. (E)188.10 INV. (S)182.35 SUMP31189.86 TG187.36 INV. (W)187.36 INV. (E)195.55 TG189.50 INV. (N)189.50 INV.(W)187.30 SUMP1193.29 TG191.29 INV.7± 26 LF199.80 TG197.06 INV. (W)197.80 INV. (S)190.80 SUMP7± 7 LFPROPOSED JOINT TRENCH FORTHEATER (FUTURE)PROPOSED SANITARY SEWERFOR THEATER (FUTURE)BASIN 9 CF7± 7 LF8189.64 INV.INSTALL 30 MIL HDPE MOISTURE BARRIER LINEROR EQUIVALENT AT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE7± 3 LF7± 2 LF55192.71 INV.192.99 INV.9 CFBASIN 13187.49 INV.1190.48 TG187.98 INV.13187.80 TG14± 8 LF14± 19 LF14± 11 LFBENCHMARKEXISTING 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.DISCLAIMER NOTE:Avoid cutting undergroundutility lines. It's costly.CallOR1-800-642-2444Call before you D gFF2% MINCONCRETE8" MIN5% MINFOR 10'BUILDING SLAB SECTIONGEOTECHNICAL REPORTSITE DATAPROJECT No. SL-16264-SADATED: APRIL 21, 2011AS PREPARED BY:EARTH SYSTEMS PACIFIC, INC.APN No.002-412-011ACREAGE:0.89ZONINGO-H1005SCALE: 1" =1010'TOPOGRAPHIC SURVEY PROJECT No. 2005512DATED: JUNE 2006AS PREPARED BY:RRM DESIGN GROUPFLOOD ZONE INFORMATIONA 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)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 BREAKSAWCUTSIDEWALKSETBACKJOINT TRENCHWATERSTORM DRAINSANITARY SEWERXXX(100)(101)||||||||||||||||||||||||||||||12ADS MANHOLE WITH GRATE COVER PER MANUFACTURER'SSPECIFICATIONS. MANHOLE AND GRATE TO BE TRAFFIC RATED INDRIVEWAY LOCATIONS.3INSTALL STORMTECH MC-7200 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 3,SHEET D-4.0.456789STORM DRAIN CONSTRUCTION NOTES(FUTURE) INSTALL 12"X12" MIDSTATE CATCH BASIN WITH GRATE OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS. GRATE TO BETRAFFIC RATED NEAR DRIVEWAY LOCATIONS.(FUTURE) CONNECT ROOF DRAINS TO ADS EXPANDABLE DOWNSPOUTADAPTER WITH CLEAN OUT OR EQUIVALENT PER MANUFACTURER'SSPECIFICATIONS AND TYPICAL DOWNSPOUT DETAIL 1, SHEET D-4.0.(FUTURE) INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEE OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN.PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0.(FUTURE) INSTALL 8" ADS-N12 WT HDPE STORM DRAIN PIPE 90° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-UP.dwg, GRADING 1, May 31, 2022 2:38am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
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EL A. SOTELOPRELI0INARYD-3.0STORM DRAIN PLAN(FUTURE) INSTALL 12" MIN. STORM DRAIN LATERAL CONNECTION POINT.MAY 31, 2022DS55/31/2022DSDSDS1" = 10'JTJTJTWWWSDSDSDSSSSSS10(FUTURE) INSTALL 8" MIN. STORM DRAIN LATERAL CONNECTION POINT.INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 4,SHEET D-4.111INSTALL STORMTECH MC-3500 CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS. SEE STORMTECH DETAIL 5,SHEET D-4.2.1213(FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE 45° ELBOW OREQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.14(FUTURE) INSTALL 4" ADS-N12 WT HDPE STORM DRAIN PIPE AT 2% MIN.PER MANUFACTURER'S SPECIFICATIONS AND DETAIL 2, SHEET D-4.0.15(FUTURE)INSTALL 8"X8" ADS-N12 WT HDPE STORM DRAIN PIPE TEEWITH RISER OR EQUIVALENT PER MANUFACTURER'S SPECIFICATIONS.
MAY 31, 2022DSDSDSDSNTS55/31/2022STORM TECH CHAMBERS - BASIN 1NTS3CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (3), May 31, 2022 2:38am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
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EL A. SOTELOPRELI0INARYD-4.0CONC. FLOOR SLABF.F. ELEV. PER PLANTYPICAL DOWNSPOUT TIE INNTS1DOWNSPOUT 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 VEHICULARTRAFFICDOWNSPOUT (BY OTHERS)NOTES: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 GRADESTORM DRAIN/SEWER TRENCH (3" DIA. AND LARGER PIPES)NTS2LANDSCAPE 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 AREASLIFTS NOT EXCEEDING 12 INCHESDETAIL SHEET
MAY 31, 2022DSDSDSDSNTS55/31/2022STORM TECH CHAMBERS - BASIN 2NTS4CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (4), May 31, 2022 2:38am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
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STORM TECH CHAMBERS - BASIN 3NTS5CITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS, May 31, 2022 2:38am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
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EL A. SOTELOPRELI0INARYD-4.2MAY 31, 2022DSDSDSDSNTS55/31/2022LIFTS NOT EXCEEDING 12 INCHESDETAIL SHEET
FF=190.16PARKING STRUCTURE(BY OTHERS)FF=201.40BUILDING(FUTURE)11EXISTING GROUND8.5'7.9'8.4'INSTALL STORMTECH MC-3500CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 5, SHEET D-4.2.PROPOSED GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE9" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 183.60RW1115.6'15.3'MONTEREY ST (PUBLIC)FRONTAGE IMPROVEMENTS (BY OTHERS)INSTALL STORMTECH MC-3500CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 4, SHEET D-4.1.PROPOSED GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONEFF=201.40BUILDING(FUTURE)EXISTING GROUNDINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENTAT PERIMETER STONE20" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 187.30FRONTAGE IMPROVEMENTS (BY OTHERS)MONTEREY STCLRWEXISTING ASPHALT (PUBLIC)EXISTING GROUNDINSTALL STORMTECH MC-7200CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 3, SHEET D-4.0.PROPOSED GROUNDFUTURE RETAININGWALL (BY OTHERS)8.5'48.4'PARKING STRUCTURESTAIRS(BY OTHERS)INSTALL 30 MIL HDPEMOISTURE BARRIERLINER OR EQUIVALENTAT PERIMETER STONEINSTALL 30 MIL HDPEMOISTURE BARRIERLINER OR EQUIVALENTAT PERIMETER STONE24" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 190.8PL5.0'INSTALL STORMTECH MC-7200CHAMBERS W/ MANHOLE PERMANUFACTURER'S SPECIFICATIONS.SEE STORMTECH DETAIL 3, SHEET D-4.0.PROPOSED GROUNDPROPOSED GROUNDFUTURE RETAININGWALL (BY OTHERS)FUTURE RETAININGWALL (BY OTHERS)10.4'EXISTING GROUND2.1'24" STONE FOUNDATION DEPTHBOTTOM OF STONE ELEV.= 190.8INSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT ATPERIMETER STONEINSTALL 30 MIL HDPE MOISTUREBARRIER LINER OR EQUIVALENT ATPERIMETER STONESECTION @ STORM TECH CHAMBERS - BASIN 3NTSDCITY SPECIFICATION NO.DATE:PROJECT TITLE:
SHEET TITLE:SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATIONC:\EDP\Dropbox (EDP)\PROJECTS\002412011_ENG\C3D\Sheets\RRM Set\002412011_ENG-GP.dwg, SECTIONS (2), May 31, 2022 2:38am, dsote
PHASE 1B - 95% CONSTRUCTION DOCUMENTS0720-02-UR19REVISIONSDATENO.CITY OF SAN LUIS OBISPO
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EL A. SOTELOPRELI0INARYD-4.3DETAIL SHEETSECTION @ STORM TECH CHAMBERS - BASIN 2NTSCSECTION @ STORM TECH CHAMBERS - BASIN 1NTSASECTION @ STORM TECH CHAMBERS - BASIN 1NTSBMAY 31, 2022DSDSDSDSNTS55/31/2022