Attachment 4a - Planning Commission Project Plans.pdf — Chula Vista City Council, March 22, 2022

PROJECT CONSISTS OF :1. THREE PROPOSED BUILDINGS TOTALING 201,200 S.F OF NEW OFFICE/WAREHOUSE. BUILDINGS INCLUDE6,500 TOTAL S.F. OF MEZZANINE AREA2. NEW REFUSE & RECYCLE ENCLOSURE AREA (4 LOCATIONS)3. COLD-SHELL WAREHOUSE WITH TENANT IMPROVEMENTS IN EACH BUILDING TS1TITLE SHEETCIVILC1 CIVIL COVER SHEETC2CIVIL GENERAL NOTESC3ENLARGED GRADING PLANC4ENLARGED GRADING PLANC5ENLARGED STORM DRAIN PLANC6ENLARGED STORM DRAIN PLANC7ENLARGED UTILITY PLANC8ENLARGED UTILITY PLANC9ENLARGED EROSION CONTROL PLANC10ENLARGED EROSION CONTROL PLANARCHITECTURALAS1SITE PLANAS2TRASH ENCLOSUREAS3SITE SECTIONSA1.1BUILDING A- FLOOR PLANSA1.2BUILDING B- FLOOR PLANSA1.3BUILDING C- FLOOR PLANSA2.1BUILDING A- ROOF PLANA2.2BUILDING B- ROOF PLANA2.3BUILDING C- ROOF PLANA3.1 BUILDING A- EXTERIOR ELEVATIONSA3.1A BUILDING A- EXTERIOR ELEVATIONS- RENDEREDA3.2 BUILDING B- EXTERIOR ELEVATIONSA3.2A BUILDING B- EXTERIOR ELEVATIONS- RENDEREDA3.3 BUILDING C- EXTERIOR ELEVATIONSA3.3A BUILDING C- EXTERIOR ELEVATIONS- RENDEREDELECTRICALE1.1LIGHTING DETAIL SHEETE2.1OVERALL SITE PLANE2.1PSITE LIGHTING PHOTOMETRICLANDSCAPEL1.1 ENLARGED LANDSCAPE PLANL1.2ENLARGED LANDSCAPE PLANL2.0LANDSCAPE TABULATIONL2.1LANDSCAPE SECTIONSL3.1PRELIMINARY SHADE DIAGRAML3.2PRELIMINARY SHADE DIAGRAM

NOT TO SCALE
SCA ARCHITECTUREARCHITECT:LANDSCAPE ARCHITECT:

CIVIL ENGINEER:KIMLEY HORN
RIDGE LANDSCAPE ARCHITECTS13280 EVENING CREEK DRIVE SOUTHSUITE 125SAN DIEGO, CA 92128PHONE: (858) 793-4777CONTACT: DANA TSUI 401 B STREET, SUITE 600SAN DIEGO, CA 92101PHONE: (619) 744-0188CONTACT: KATY DANEKER 8841 RESEARCH DRIVESUITE 200IRVINE, CA 92618PHONE: (949) 387-1323CONTACT: RON STARK SITE
SPECIFIC PLAN :ZONE:ASSESSOR'S PARCEL NO. :TOTAL SITE AREA :TOTAL BUILDING AREA:F.A.R. (TO NET SITE AREA):CONSTRUCTION TYPE :OCCUPANCY CLASSIFICATION :EXISTING USE :PROPOSED USE :FRONT SETBACK :REAR SETBACK :SIDE YARD SETBACK :MAX. BUILDING HEIGHT :MAX. BUILDING COVERAGE :BUILDING BREAKDOWN:BUILDINGAREAPARKING/(RATIO)A104,900 SF132 (1.27/1,000)B 55,700 SF 93 (1.67/1,000)C 40,600 SF 63 (1.58/1,000) OTAY RANCH VILLAGE 3 NORTH PLANNED COMMUNITY DISTRICTI- INDUSTRIAL644-061-01-00, 644-061-02-00, 644-061-03-00GROSS SITE AREA: 750,529 SF (17.23A)NET SITE AREA: 504,190 SF (11.57 A)201,200 SF.40III - B (FULLY-SPRINKLERED- ESFR)B, F1, S1N/AOFFICE/WAREHOUSE10 FEET MINIMUM10' MINIMUM15' FEET MINIMUMNO RESTRICTIONS APPLY (PER CODE)43'-0" AT BUILDING 'A' ARCHITECTURAL FEATURE70% REAL PROPERTY IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBEDAS FOLLOWS:THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CHULA VISTA, IN THE COUNTYOF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:LOTS 814, 815 AND 816 OF CHULA VISTA TRACT 16-02, OTAY RANCH VILLAGE 3 NORTH, IN THE CITY OFCHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 16160, FILEDIN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 21, 2016.APN:644-061-01-00, 644-061-02-00, 644-061-03-00 Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
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Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
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IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/202133RD DR COMMENTS10/1/2021 TITLE SHEET OWNER :ROCKEFELLER GROUP 4 PARK PLAZA, SUITE 840IRVINE, CA 92614CONTACT: MARC J. BERG 2019 (CBC) CALIFORNIA BUILDING CODE2019 (CMC) CALIFORNIA MECHANICAL CODE2019 (CPC) CALIFORNIA PLUMBING CODE2019 (CFC) CALIFORNIA FIRE CODE2019 (CEC) CALIFORNIA ELECTRICAL CODE2019 (CEBC) CALIFORNIA EXISTING BUILDING CODE2019 (CGBC) CALIFORNIA GREEN BUILDING STANDARDS CODE2019 CALIFORNIA REFERENCE STANDARDS CODECAC -TITLE 24 2016 CALIFORNIA ENERGY CODENFPA 13 - SPRINKLER SYSTEMS, 2016 EDITIONNFPA 72 - FIRE ALARM & SIGNALING CODE, 2016 EDITION THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODETHE CURRENT EDITION OF CCR TITLE 24 INCLUDES:CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE MPE CONSULTINGELECTRICAL ENGINEER:10807 THORNMINT RDSAN DIEGO, CA 92127PHONE: (858) 673-4445CONTACT: DENNY HIRZEL TOTAL BUILDING AREA104,900 S.F. (INCLUDING 2,500 SF OF MEZZANINE)PARKING RATIOOFFICE: 1/300WAREHOUSE: 1/1000TOTAL REQUIRED PARKING SPACESOFFICE = 7,000 SF @ 1/300 = 23 STALLSWAREHOUSE = 97,900 SF @ 1/1000 = 98 STALLS119 STALLS REQUIRED132 STALLS PROVIDEDFUTURE ELECTRIC VEHICLE CHARGING 7 REQUIRED8 PROVIDED (RACEWAY INSTALLED)CLEAN AIR / VANPOOL / EV11 REQUIRED11 PROVIDEDSHORT-TERM BICYCLE PARKING132 STALLS X .05 = 7 REQUIRED7 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE)ACCESSIBLE STALLS6 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING A :

TOTAL BUILDING AREA55,700 S.F. (INCLUDING 2,000 SF OF MEZZANINE)PARKING RATIOOFFICE: 1/300WAREHOUSE: 1/1000TOTAL REQUIRED PARKING SPACESOFFICE = 6,000 SF @ 1/300 = 20 STALLSWAREHOUSE = 49,700 SF @ 1/1000 = 50 STALLS70 STALLS REQUIRED92 STALLS PROVIDEDFUTURE ELECTRIC VEHICLE CHARGING 5 REQUIRED5 PROVIDED (RACEWAY INSTALLED)CLEAN AIR / VANPOOL / EV8 REQUIRED8 PROVIDEDSHORT-TERM BICYCLE PARKING92 STALLS X .05 = 5 REQUIRED5 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE)ACCESSIBLE STALLS4 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING B :

TOTAL BUILDING AREA40,600 S.F. (INCLUDING 2,000 SF OF MEZZANINE)PARKING RATIOOFFICE: 1/300WAREHOUSE: 1/1000TOTAL REQUIRED PARKING SPACESOFFICE = 4,000 SF @ 1/300 = 37 STALLSWAREHOUSE = 36,600 SF @ 1/1000 = 14 STALLS51 STALLS REQUIRED63 STALLS PROVIDEDFUTURE ELECTRIC VEHICLE CHARGING 4 REQUIRED4 PROVIDED (RACEWAY INSTALLED)CLEAN AIR / VANPOOL / EV6 REQUIRED6 PROVIDEDSHORT-TERM BICYCLE PARKING63 STALLS X .05 = 3 REQUIRED3 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE)ACCESSIBLE STALLS3 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING C :

TOTAL PARKING TABULATION FOR THE SITE:TOTAL BUILDING AREA201,200 S.F. (INCLUDING 6,500 SF OF MEZZANINE)TOTAL REQUIRED PARKING SPACES237 STALLS REQUIRED288 STALLS PROVIDEDFUTURE ELECTRIC VEHICLE CHARGING 18 PROVIDED (RACEWAY INSTALLED)CLEAN AIR / VANPOOL / EV25 PROVIDEDSHORT-TERM BICYCLE PARKING15 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE) PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:COVER SHEET September 30, 2021 04:36:54pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\1 COVER SHEET.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:36:54pm DATE:

DR21-0007
C92259
ROCKEFELLER - HERITAGE INDUSTRIAL CENTERCITY OF CHULA VISTA,LOTS 814, 815, AND 816 MAP NO. 16160

1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE APPROVED PLANS AND APPROVEDREVISIONS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITYENGINEER AND MITIGATION MONITOR PRIOR TO ANY REQUEST FOR INSPECTION.2.ALL GRADING SHALL BE INSPECTED AND TESTED BY OR UNDER THE DIRECTION OF AQUALIFIED SOILS ENGINEER. THE SOILS ENGINEER SHALL: INSPECT THE EXCAVATION, ANDSHALL OBSERVE AND TEST THE PLACEMENT, AND COMPACTION OF FILL AND BACKFILL ANDCOMPACTION OF TRENCHES; SUBMIT GEOTECHNICAL OR SOILS REPORTS AS REQUIRED ANDDETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADINGOPERATIONS. THE SOILS ENGINEER SHALL STATE THAT OBSERVATIONS AND TESTS WEREMADE BY, OR UNDER THE DIRECTION OF THE SOILS ENGINEER, AND THAT EMBANKMENTS ANDEXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL ASPECTS OFTHE APPROVED GRADING PLANS, ANY APPROVED REVISIONS THERETO, SUBJECT LANDDEVELOPMENT PERMIT AND ORDINANCE NO. 1797 AS AMENDED, AND THAT ALL EMBANKMENTSAND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.3.THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE TO PROVIDE POSITIVEDRAINAGE AND PREVENT PONDING OF WATER. CONTRACTOR SHALL CONTROL SURFACEWATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE,AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREASUNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEENINSTALLED TO THE SATISFACTION OF THE CITY ENGINEER AND THE MITIGATION MONITOR.4.ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO FILLING, AND FILL SHALL BE PLACEDIN ACCORDANCE WITH STANDARD SPECIFICATIONS AND THE RECOMMENDATIONS ANDSPECIFICATIONS CONTAINED IN THE SOILS REPORT. ALL VEGETABLE MATTER AND OTHEROBJECTIONABLE MATERIALS SHALL BE REMOVED, BY THE CONTRACTOR, FROM THE SURFACEUPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND UNSUITABLE SOILS SHALL BEREMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND THEN COMPACTED TO A MINIMUM OF90% OF ASTM-D1557. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS.5.CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISHED GRADE TO PRODUCESMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS ANDEMBANKMENTS SHALL BE SHAPED, TRIMMED, AND PLANTED IN ACCORDANCE WITH THEPLANTING NOTES AND AS DIRECTED BY THE ENGINEER OF WORK, AND LEFT IN A NEAT ANDORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATERIALS EXPOSED ON THEEXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED, SHALL BEREMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED INACCORDANCE WITH ORDINANCE NO. 1797, THESE GRADING PLANS, AND THE STANDARDDRAWINGS CVD -GR02 AND CVD -GR03. SLOPE SETBACKS AND GRADES SHALL CONFORM TOCVD -GR01.6.IF THERE ARE EROSION SCARS ON EXISTING SLOPES WHICH OTHERWISE WOULD NOT BEELIMINATED BY THE PROPOSED GRADING, THESE SCARS ARE TO BE ELIMINATED BYTRIMMING, FINE GRADING AND PLANTING. IF THE SCARS ARE IN AREAS OF NATIVEVEGETATION, THE REPAIRS SHOULD BE PERFORMED WITH AN EFFORT TO AVOID OR MINIMIZEIMPACTS TO NATIVE VEGETATION. ALL SUCH REPAIRS IN AREAS OF NATIVE VEGETATIONSHALL BE REVIEWED AND APPROVED BY THE CITY'S MITIGATION MONITORING COORDINATORPRIOR TO THE BEGINNING OF THE REPAIR WORK.7.ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THEAREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROMUNSIGHTLY DEBRIS. APPROVAL OF LOCATIONS FOR DEBRIS FILL SHALL BE OBTAINED FROMTHE SOILS ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.8.SUBDRAIN LOCATIONS , SHOWN ARE APPROXIMATE AND ARE RECOMMENDED FOR ALLSIGNIFICANT FILL CANYONS. THE ACTUAL LOCATION AND EXTENT OF SUBDRAINS SHALL BEDETERMINED BY THE GEOTECHNICAL CONSULTANT AT THE TIME OF CONSTRUCTION.9.BY REFERENCE HERE, THE REPORT "UPDATE GEOTECHNICAL REPORT, OTAY RANCH VILLAGE3 INDUSTRIAL PADS I-1A, I-1B, AND I-2, CHULA VISTA, CALIFORNIA ( PROJECT NO. 06930- 52-19)"PREPARED BY GEOCON INC., DATED JANUARY 20,2021 IS INCLUDED AS PART OF THESE PLANS.10.CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTH OF ALL EXISTING UNDERGROUNDUTILITIES. LOCATIONS SHOWN ON THESE PLANS ARE BASED ON AERIAL IMAGES ANDACCURACY OF AS-BUILTS, APPROXIMATE IN NATURE, AND SHOWN FOR GENERALINFORMATION ONLY.11.WHERE GRADING DOES NOT OCCUR, ALL EXISTING PLANT MATERIAL IS TO BE PROTECTED INPLACE. NO CONSTRUCTION EQUIPMENT WILL BE ALLOWED TO TRAVEL THROUGH ANDDAMAGE ANY OF THESE AREAS. ALL AREAS TO BE RETAINED IN A NATURAL CONDITION SHALLBE FENCED UNDER THE DIRECTION OF THE PROJECT BIOLOGIST. CONTRACTOR WILL BERESPONSIBLE TO REPAIR ANY AND ALL DAMAGE /IMPACTS TO THESE AREAS.12.THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK AS -BUILT PLANS FOR ALLNEW IMPROVEMENTS AND GRADING SHOWN ON THESE PLANS FOR SUBMITTAL TO THE CITYENGINEER FOR APPROVAL IN ACCORDANCE WITH SECTION 15. 04. 140 OF THE CHULA VISTAMUNICIPAL CODE.13.IN THE CASE OF CONFLICTS, THE REQUIREMENTS OF THE EARTHWORK, SPECIFICATIONSPREPARED FOR THE PROJECT BY THE SOILS ENGINEER SHALL GOVERN THE REQUIREMENTSOF THIS PLAN AND THESE NOTES AND THESE PLANS SHALL BE REVISED ACCORDINGLY.

GRADING NOTES

1.THE SOILS REPORTS TITLED "UPDATE GEOTECHNICAL REPORT, OTAY RANCH VILLAGE 3INDUSTRIAL PADS I-1A, I-1B, AND I-2, CHULA VISTA, CALIFORNIA ( PROJECT NO. 06930- 52-19)"PREPARED BY GEOCON INC., DATED JANUARY 20,2021 SHALL BE CONSIDERED TO BE PART OFTHIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THERECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS.2.STORM DRAINS IN PUBLIC RIGHT-OF-WAY ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATIONS, AND TYPEOF SEWER AND DRAINAGE FACILITIES, OR ANY SURFACE IMPROVEMENTS WITHIN PUBLICSTREET RIGHTS-OF-WAY SHOWN ON THESE PLANS. SEPARATE APPROVALS ANDENCROACHMENT PERMITS FOR THESE IMPROVEMENTS SHALL BE REQUIRED IN CONJUNCTIONWITH IMPROVEMENT PLANS.3.WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING.4.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENTPROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BEREPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.5.THE DEVELOPER /CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND /ORVERTICAL CONTROL BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BYCONSTRUCTION. A LAND SURVEYOR MUST FIELD LOCATE, REFERENCE, AND /OR PRESERVEALL HISTORICAL FOR CONTROLLING MONUMENTS PRIOR TO ANY EARTHWORK OR PROPOSEDIMPROVEMENTS; AND IF DESTROYED, A LAND SURVEYOR, OR A CIVIL ENGINEER AUTHORIZEDTO PRACTICE LAND SURVEYING SHALL REPLACE SUCH MONUMENTS WITH THE APPROPRIATEMONUMENTS. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILEDAS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT. IF ANY VERTICAL CONTROL ISTO BE DISTURBED OR DESTROYED, THE CITY OF CHULA VISTA FIELD SURVEY SECTION MUSTBE NOTIFIED, IN WRITING, AT LEAST THREE ( 3) DAYS PRIOR TO THE CONSTRUCTION. THEDEVELOPER /CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPLACING ANYVERTICAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION.6.THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES,INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE,AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.7.ALL FLOWS SHOWN ARE FOR 100-YEAR STORM.8.THE OWNER MUST OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF OCCUPATIONALSAFETY AND HEALTH ( D. O. S. H.) FOR CONSTRUCTION OF TRENCHES OR EXCAVATIONSWHICH ARE FIVE FEET OR DEEPER INTO WHICH A PERSON IS REQUIRED TO DESCEND. SAIDPERMIT IS REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT BY THE CITY OF CHULAVISTA.9.GRADING EQUIPMENT SHALL NOT USE OR BLOCK TRAFFIC LANES DURING GRADING ACTIVITY,TRUCK OPERATIONS IN AND OUT OF CONSTRUCTION AND STAGING AREAS SHALL BECONTROLLED AS-REQUIRED BY THE CITY. TRUCK AND EQUIPMENT ROUTES IN AND OUT OFTHE SITE, SHALL BE APPROVED BY THE CITY PRIOR TO START OF WORK. AT THE END OF THEWORKING DAY, STREETS SHALL BE CLEANED OF DIRT AND CONSTRUCTION DEBRIS TO THESATISFACTION OF THE CITY INSPECTOR AND THE MITIGATION MONITOR.10.DUST GENERATED BY CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL DUSTCONTROL, ANY REQUIREMENTS OF ANY MITIGATION MONITORING PROGRAMS, AND UNIFORMBUILDING CODE ( UBC) REQUIREMENTS, WHICH INCLUDE DUST CONTROL MEASURES FORCONSTRUCTION SITES. DUST REDUCING MEASURES SHALL INCLUDE, BUT NOT LIMITED TO,REGULAR WATERING OF GRADED SURFACES AND RESTRICTION OF ALL CONSTRUCTIONVEHICLES AND EQUIPMENT TO TRAVEL ALONG ESTABLISHED AND REGULARLY WATEREDROADWAYS AT SPECIFIED SPEEDS.

GENERAL NOTES
THE CONTRACTOR SHALL NOT BEGIN ANY WORK ON THIS PROJECT UNTIL A PRECONSTRUCTIONCONFERENCE IS HELD WITH THE ENGINEER OF WORK, THE SOILS ENGINEER, ENGINEERINGGEOLOGIST, A QUALIFIED PALEONTOLOGICAL MONITOR, A BIOLOGIST, THE DEVELOPER, THE CITY,AND THE OTAY WATER DISTRICT. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OFANY SURFACE IMPROVEMENTS WITHIN FUTURE STREET RIGHT -OF -WAY SHOWN ON THESESEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITHIMPROVEMENTS PLANS.

PRECONSTRUCTION CONFERENCESECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT DIG ALERT IDENTIFICATIONNUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D.NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 AT LEAST TWO WORKINGDAYS BEFORE YOU DIG."DIG ALERT NOTICE" IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHERAGREED THAT THE OWNER HOMEFED OTAY LAND 11, LLC SHALL HAVE THE ENGINEER OF WORKMAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE ENGINEER OFWORK DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THEGRADING. ALL PLAN CHANGES SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TOCONSTRUCTION.I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHINEXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE GRADING PERMIT AND TOPURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT ORUNDER MY CONTROL.NAME: HOMEFED OTAY LAND 11, LLCADDRESS:1903 WRIGHT PLACESUITE 220CARLSBAD CA 92008(760) 918 -8200BY: DATE: .

OWNER CERTIFICATE
I, SHAWN FOY WEEDON, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIAPRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT ASAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY MEOR UNDER MY DIRECTION DURING THE DATES OF JANUARY 2021. ONE COMPLETECOPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HASBEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TOTHE RECOMMENDATIONS MADE IN THE SOILS REPORT MENTIONED ABOVE.SIGNED:________________DATE: ___________.

RGE NO. ________________EXPIRATION DATE: ___________.

SOILS ENGINEER'S CERTIFICATE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVEEXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITHCURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CHULA VISTA AND WATER DISTRICT IS CONFINED TO REVIEW ONLYAND DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECTDESIGN.JOSHUA BIELIK, P.E.KIMLEY-HORN AND ASSOCIATES, INC.401 B. STREET, SUITE 600SAN DIEGO, CA 92101BY:_________________________________________________________PRINTED NAME: JOSHUA BIELIKRCE NO. C92259DATE

DECLARATION OF RESPONSIBLE CHARGE
I HEREBY CERTIFY THAT IN MY PROFESSIONAL OPINION ALL WORK INCORPORATED IN THE GRADINGAND DRAINAGE PLANS, SHEET 1 THROUGH SHEET 10, AND AUTHORIZED UNDER GRADING PERMITNO. ______________________HAS BEEN CONSTRUCTED TO THE GRADES AND IN SUBSTANTIALCONFORMANCE WITH SAID PLANS AND ANY APPROVED REVISIONS.SIGNED: _________________DATE: ____________PRINTED NAME:JOSHUA BIELIKP.E. NO. C92259DISCIPLINE: CIVILREGISTRATION EXPIRES: ____________

ENGINEER OF WORK CERTIFICATE
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CHULA VISTA, IN THE COUNTYOF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 814, 815 AND 816 OFCHULA VISTA TRACT 16-02, OTAY RANCH VILLAGE 3 NORTH, IN THE CITY OF CHULA VISTA, COUNTYOF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 16160, FILED IN THE OFFICE OF THECOUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 21, 2016. EXCEPTING THEREFROM ALLOIL, OIL RIGHTS, MINERALS, MINERAL RIGHTS, NATURAL GAS RIGHTS, AND OTHER HYDROCARBONSBY WHATSOEVER NAME KNOWN, GEOTHERMAL STEAM AND ALL PRODUCTS DERIVED FROM ANY OFTHE FOREGOING, THAT MAY BE WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVE DESCRIBED,TOGETHER WITH THE PERPETUAL RIGHT OF DRILLING, MINING, EXPLORING, AND OPERATINGTHEREFOR AND STORING IN AND REMOVING THE SAME FROM SAID LAND OR ANY OTHER LAND,INCLUDING THE RIGHT TO WHIPSTOCK OR DIRECTIONALLY DRILL AND MINE FROM LANDS OTHERTHAN THOSE HEREINABOVE DESCRIBED, OIL OR GAS WELLS, TUNNELS AND SHAFTS INTO, THROUGHOR ACROSS THE SUBSURFACE OF THE LAND HEREINABOVE DESCRIBED, AND TO BOTTOM SUCHWHIPSTOCKED OR DIRECTIONALLY DRILLED WELLS, TUNNELS AND SHAFTS UNDER AND BENEATHOR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO RE-DRILL, RE-TUNNEL, EQUIP, MAINTAIN,REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS OR MINES WITHOUT, HOWEVER, THE RIGHT TODRILL, MINE, STORE, EXPLORE AND OPERATE THROUGH THE SURFACE OR THE UPPER FIVEHUNDRED (500) FEET OF THE SUBSURFACE OF THE PROPERTY, AS RESERVED BY HOMEFEDVILLAGE III, LLC, A DELAWARE LIMITED LIABILITY COMPANY IN GRANT DEED RECORDED APRIL 25,2016 AS INSTRUMENT NO. 2016-0190316 OFFICIAL RECORDS.

LEGAL DESCRIPTION
THE CONTRACTOR SHALL FURNISH TO THE ENGINEER OF WORK, AS -BUILT PLANS FOR ALL NEWIMPROVEMENTS AND GRADING SHOWN ON THESE PLANS FOR SUBMITTAL TO THE CITY ENGINEERFOR APPROVAL IN ACCORDANCE WITH SECTION 15. 04. 140 OF THE CHULA VISTA MUNICIPAL CODE.AS-BUILTS THE WORK TO BE DONE CONSISTS OF THE ITEMS INDICATED UNDER THE "LEGEND" SHOWN BELOW,AND IS TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE FOLLOWING LIST OR PRINTEDMATERIALS AS CURRENTLY ADOPTED BY THE CITY OF CHULA VISTA CITY COUNCIL INCLUDING THEFOLLOWING:1.2018 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( " GREENBOOK ") AND2018 REGIONAL SUPPLEMENT AMENDMENTS ( TO THE GREENBOOK).2.2018 SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.3.2019 CITY OF CHULA VISTA STANDARD SPECIAL PROVISIONS (TO THE GREENBOOK).4.2017 DESIGN AND CONSTRUCTION STANDARDS OF THE CITY OF CHULA VISTA.5.PORTION OF THE STATE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OFTRANSPORTATION, DATED JULY 2014 AND ALL SUBSEQUENT ADDITIONS AND REVISIONS.6.PORTION OF THE STATE STANDARD PLANS, STATE OF CALIFORNIA, DEPARTMENT OFTRANSPORTATION, DATED JULY 2014 AND ALL SUBSEQUENT ADDITIONS AND REVISIONS.7.LATEST CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( " CA- MUTCD AND ALLSUBSEQUENT ADDITIONS AND REVISIONS.ALL REFERENCES ARE TO BE MADE PART OF THESE PLANS. ANY CHANGES OR REVISIONSTHEREFROM, SHALL BE APPROVED BY THE CITY ENGINEER, OR THEIR DESIGNEE PRIOR TO ANYREQUEST FOR INSPECTION.

WORK TO BE DONE
RIGHT-OF-WAY/PROPERTY LINE...................................................................VICINITY MAPNOT TO SCALE SITE

SANTA MAYA

PASEOCULTURA

ENERGYWAY

AV ESCAYAHERITAGE ROAD
TOPOGRAPHY SOURCEASSESSOR'S PARCEL NOS.APN:644-061-01-00, 644-061-02-00, 644-061-03-00EARTHWORK QUANTITIESCUT:+/-49,300CYDFILL: +/-50,800CYDNET: +/-1,500CYD (FILL)AREA TO BE GRADED = +/-11.6 ACNOTE:GRADING QUANTITIES ARE ESTIMATED FORBONDING PURPOSES ONLY AND ARE NOT TO BEUSED FOR FINAL PAYMENT QUANTITIES.CONTRACTOR TO CONFIRM ACTUAL QUANTITIESIN THE FIELD DURING CONSTRUCTION. ALL SOILTO BE EXPORTED OFFSITE SHALL BEDISCHARGED TO A LEGAL DISPOSAL SITE.

OWNER/ APPLICANTAERIAL SURVEY BY PHOTO GEODETIC CORP. INC.FLOWN ON JANUARY 28, 2021. GROUND CONTROLBY KIMLEY-HORN AND ASSOCIATES, INC. INJANUARY 2021.ROCKEFELLER GROUP DEVELOPMENT CORPORATION4 PARK PLAZA, SUITE 840, IRVINE, CA 92614(959) 486-1812 COVER SHEET FOR: 1
IMPROVEMENTLEGENDSTANDARD DWGS.SYMBOLLOT LINE...........................................................................................................EASEMENT LINE..............................................................................................PRIVATE 6 INCH CURB AND GUTTER...............SDRSD G-02.......................100PROPOSED CONTOURS..................................................................................EXISTING CONTOURS.....................................................................................100XX 100.00SPOT ELEVATION.............................................................................................HDPE STORM LINE...................................SDRSD SP-02, D-61.......................TYPE F CATCH BASIN...................................SDRSD D-7................................TYPE A CLEANOUT.......................................SDRSD D-9, D-11.......................DRAINAGE DITCH.......................................SDRSD D-75.................................|| ||DAYLIGHT LINE.................................................................................................EARTHEN SWALE.......................................SDRSD D-75.................................X.XX%FLOW DIRECTION.............................................................................................X XEXISTING FENCE..............................................................................................EXISTING SURVEY MONUMENT.....................................................................EXISTING FIRE HYDRANT...............................................................................

SHEET INDEXCOVER SHEET................................ 1GENERAL NOTES........................... 2GRADING PLAN............................... 3 - 4STORM DRAIN PLAN...................... 5 - 6UTILITY PLAN.................................. 7 - 8EROSION CONTROL PLAN.............9 - 10 PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:GENERAL NOTES September 30, 2021 04:36:57pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\1 COVER SHEET.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:36:57pm DATE:

DR21-0007
C92259

1.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWNON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORD, TO THE BEST OFOUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN HEREON,HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TOPROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THECONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT ( PHONE 1- 800- 422 -4133) TWO ( 2) WORKING DAYS IN ADVANCE OF ANY EXCAVATION FOR THE MARK OUT OFTHE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.FOR ANY QUESTIONS REGARDING THE MARK OUT OF UNDERGROUND UTILITIES, THECONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY COMPANY:STREET LIGHT OR SIGNAL LIGHT CONDUITCITY OF CHULA VISTA (619) 397 -6163SEWER OR STORM DRAIN CITY OF CHULA VISTAVERIFICATION ( 619) 691 -5024NOTIFICATION (619) 397 -6000GAS & ELECTRICSAN DIEGO GAS & ELECTRIC CO. 1- 800 -227 -2600619) 230 -7800WATEROTAY WATER DISTRICT (619) 670 -2222SWEETWATER AUTHORITY (619) 420 -1413TELEPHONEPACIFIC BELL (619) 266 -4683TELEVISIONCOX CABLE OF SAN DIEGO /CHULA VISTA CABLE (619) 263 - 9251( 619) 266 -5597ULTRONICS & WORLDWIDE SATELLITE (619) 422 -07762.CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE ( PHONE 619- 397 -6128) AND THEMITIGATION MONITOR AT THE PLANNING DIVISION ( PHONE 619- 691 -5101) 48 HOURS ( 2WORKING DAYS) PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.3.THE CONTRACTOR SHALL GIVE 24 HOURS ( ONE WORKING DAY) NOTICE ON CALLS FORINSPECTION. PHONE: (619) 397 -6128.4.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTIONAND REMOVAL AT CONTRACTOR'S EXPENSE.

NOTIFICATIONS
GENERAL NOTES FOR: 2
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATERRESOURCES CONTROL BOARD ( SWRCB) ( NPDES GENERAL PERMIT NO. CAS000002, WASTEDISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITHCONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTIONPREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED ANDIMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES. THE SWPPPSHALL SPECIFY BOTH CONSTRUCTION AND POST- CONSTRUCTION STRUCTURAL AND NON -STRUCTURAL POLLUTION, PREVENTION MEASURES. THE SWPPP SHALL ALSO ADDRESSOPERATION AND MAINTENANCE OF POST - CONSTRUCTION POLLUTION PREVENTIONS MEASURES,INCLUDING SHORT -TERM AND LONG -TERM FUNDING SOURCES AND THE PARTY OR PARTIES THATWILL BE RESPONSIBLE FOR THE IMPLEMENTATION OF SAID MEASURES.A COMPLETE AND ACCURATE NOTICE -OF- INTENT ( NOI) WILL BE FILED WITH THE SWRCB. A COPYOF THE ACKNOWLEDGMENT FROM THE SWRCB THAT A NOI HAS BEEN RECEIVED FOR THISPROJECT SHALL BE FILED WITH THE CITY OF CHULA VISTA WHEN RECEIVED; FURTHER, A COPY OFTHE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECTSHALL BE FILED WITH THE CITY OF CHULA VISTA WHEN RECEIVED.IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THEPROPERTY COVERED BY THIS GRADING PERMIT NO. OR -3000G SHALL COMPLY WITH SPECIALPROVISIONS REGARDING THE REVOCATION OR CANCELLATION OF NPDES GENERAL PERMITCOVERAGE, AS SET FORTH IN SWRCB ORDER NO. CAS000002, AND ANY SUBSEQUENTAMENDMENTS THERETO AND REISSUANCES THEREOF.

NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) STATEMENT OWNER OF LANDSIGNATURE OF LAND OWNER, CORPORATE OFFICE,GENERAL PARTNER, OR PROPRIETORDATEPRINTED NAME OF ABOVE PERSONTITLEPERMIT IDENTIFICATION NUMBER1.ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH ,PLANS APPROVED BYTHE CITY OF CHULA VISTA DIRECTOR OF DEVELOPMENT SERVICES AND CITY ENGINEER.PLANS SHALL CONFORM TO THE CITY OF CHULA VISTA LANDSCAPE MANUAL AND ORDINANCENO. 1797, BOTH AS AMENDED.2.FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TOOCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEENOCTOBER 1 AND APRIL 1. PADS OR OTHER RELATIVELY LEVEL AREAS SHALL BE PLANTED ASDIRECTED BY THE CITY'S DIRECTOR OF DEVELOPMENT SERVICES.3.PRIOR TO GRADING, CONTRACTOR SHALL FIELD VERIFY EXISTING IRRIGATION SYSTEMS TODETERMINE WHICH ARE OPERABLE. UNLESS OTHERWISE NOTED ON THESE PLANS, ALLEXISTING IRRIGATION SYSTEMS ARE TO BE PROTECTED IN PLACE AND REMAIN OPERABLE,PUBLIC WORKS DEPARTMENT ( DAVE DEFACCI @ (619) 850 - 0539), PER SEC. 5 -300.

LANDSCAPING NOTES

1.REFERENCE MANUFACTURER INSTALLATION GUIDE AND SPECIFICATIONS FOR MAXIMUMJOINT DEFLECTION.2.CURVILINEAR INSTALLATIONS SPECIFIED PER THIS PLAN ARE BASED ON CHAPTER - 5INSTALLATION) OF THE ADS, INC. DRAINAGE HANDBOOK, AND ASSUME THE USE OF " N -12 WTIP" AND /OR " HP STORM" GASKETED WATERTIGHT COUPLERS. FOR RADII LESS THAN THATACHIEVABLE WITH STANDARD JOINT DEFLECTION A SERIES OF PREFABRICATED BENDS SHALLBE UTILIZED.3.ALL CONCRETE STRUCTURES USED WITH HDPE PIPE MUST BE WATERTIGHT.

HDPE STORM DRAIN INSTALLATION NOTES

1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE QUANTITIES SHOWN HEREONAND BALANCING THE EARTHWORK ONSITE. IF DISCREPANCIES ARISE, THE ENGINEER OFWORK SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR. WHERE TRENCHESARE WITHIN EASEMENTS, STREETS, OR 10' OF ANY BUILDING, SOILS REPORTS SHALL BESUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH INDICATETHAT THE TRENCH BACKFILL WAS COMPACTED UNDER THE OBSERVATION OF THE SOILSENGINEER AND IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES ARE BUILT INACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS ORFIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANYWORK BY CALLING THE ENGINEER AT ( 858) 558 -4500.3.THE PALEONTOLOGICAL MONITOR SHALL BE PRESENT DURING THE GRADING OF THEPLIOCENE SAN DIEGO FORMATION ( TSD) ON THE SITE. THE MONITOR SHALL HAVE THEAUTHORITY TO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OFFOSSIL REMAINS.4.THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT MAYBE JOINED, CROSSED, ORPARALLELED TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANYCONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'SATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULLRESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS.5.ALL FILL AREAS, WHICH ARE FENCED, SHALL REMAIN FENCED. TEMPORARY AND /OR FINALFENCING SHALL BE PROVIDED AS SHOWN ON THE PLANS6.A 6" MINIMUM THICKNESS BEDDING BLANKET UNDERLAIN BY A LAYER OF GEOTEXTILE ( MIRAFI70OX OR EQUIVALENT) SHALL BE CONSTRUCTED BENEATH ALL RIP RAP. THE BEDDINGBLANKET, SHALL MEET THE FOLLOWING SPECIFICATIONS:A)FRACTION PASSING THE NO. 3/ 8 IN. STANDARD SIEVE SHALL BE 100% BY WEIGHT.B)ANY SOURCE OF ON -SITE MATERIAL DEEMED SUITABLE BY THE SOILS ENGINEER.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING, ANDOR REMOVAL OF EXISTING UTILITIES.8.THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTSWITH IMPROVEMENTS EQUAL OR SUPERIOR.9.ALL CONTOURS AND ELEVATIONS SHOWN HEREON REPRESENT FINISH GRADE. CONTRACTORSHALL MAKE THE APPROPRIATE ALLOWANCES FOR PAVEMENT SUBGRADE, PAD UNDERCUT,AND UTILITY TRENCHING.10.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZEDCHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES TO THE PLANS MUST BE INWRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OFCHULA VISTA.

SPECIAL NOTES
THE TERM "DESIGN ENGINEER" USED HEREIN SHALL MEAN THE ENGINEER WHO HAS SIGNED ANDSEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE ENGINEERING DESIGN. THE TERM"CONTRACTOR" USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTORUSING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE PLANS DOES NOTCONSTITUTE APPROVAL OF ANY OF THESE NOTES.1.THE DESIGN ENGINEER WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANYSAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, ANDMAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME ANDCOMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS,AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE ANDCOMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS ANDPROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENTSHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.2.THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'SMEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE,SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE DESIGNENGINEER HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANYCONTRACTOR.3.THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN ENGINEER ANDOWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS,JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL ORALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THEPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLENEGLIGENCE OF THE OWNER OR THE DESIGN ENGINEER.4.IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUESTIN WRITING FROM THE DESIGN ENGINEER AND THE OWNER, AN INTERPRETATION BEFOREDOING ANY RELATED OR IMPACTED WORK.5.THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROMANY EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BYAPPROPRIATE MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTEDFOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.6.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEARTHEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.7.THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ONTHESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NOREPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITYINFORMATION. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TOPROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOTSHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BEREPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSEOF THE CONTRACTOR.8.THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTSADJACENT TO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BYTHE CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTIONOF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE DESIGN ENGINEER INWRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.9.THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTINGUNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMITREVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE,TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESEPLANS.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTINGIMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER.11.SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALLNOTIFY THE DESIGN ENGINEER IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THEWORK IN QUESTION.12.ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS,OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OFLIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.13.THE LISTED EARTHWORK QUANTITIES ON SHEET 1 REFLECT THE ENGINEERS ESTIMATE OFTHE ACTUAL VOLUMES OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FORESTIMATING AND BONDING PURPOSES ONLY. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS(OVER-EXCAVATION, FOUNDATIONS, RETAINING WALLS, TRENCH SPOILS, ETC.) ARE BASED ONFIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL CONDITIONS DURINGCONSTRUCTION MAY VARY. CONTRACTOR TO EVALUATE FOR PRICING PURPOSES AND PRIORTO THE START OF CONSTRUCTION.

1.FOR CONNECTIONS TO EXISTING WATER MAINS, ALL WET TAP CONNECTIONS TO EXISTINGPIPELINES, WHETHER FOR MAINLINE EXTENSION OR SERVICE LATERALS, SHALL BE PERFORMEDBY THE APPROPRIATE JURISDICTION. THE CONTRACTOR SHALL FURNISH THE TAPPING SLEEVEOR TEE, VALVES AND ALL OTHER MATERIALS AS CALLED FOR IN THE CITY STANDARDS,STANDARD SPECIFICATIONS SECTION, IN ACCORDANCE WITH THE APPROVED MATERIALS LIST.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND TRAFFIC CONTROL REQUIREDFOR THE EXCAVATION AND INSTALLATION OF THE CONNECTION INCLUDING BUT NOT LIMITEDTO EXCAVATION BY HAND OR MACHINE, POURING OF THRUST AND ANCHOR BLOCKS,INSTALLATION OF GATE CASING, PAINTING AND WRAPPING OF FITTINGS, BACKFILL ANDCOMPACTION OF TRENCH AREA AND PAVEMENT REPLACEMENT.2.CONTRACTOR TO REMOVE EXISTING END CAP, THRUST BLOCK AND TEMPORARY BLOW OFF. CONTRACTOR TO CONNECT TO EXISTING LATERAL USING A MINIMUM PIPE LENGTH OF 60INCHES.3.CONTRACTOR SHALL EXCAVATE, REMOVE THRUST BLOCK AND END CAP, MAKE CONNECTIONTO EXISTING STUB, AND BACKFILL. APPROXIMATE THRUST RESTRAINTS SHALL BE INSTALLEDON EACH CONNECTION BETWEEN PIPES OF DIFFERENT MATERIALS OR DIFFERENT OUTSIDEDIAMETERS

1.LOCATE WATER SERVICE (METER BOX) AND SEWER HOUSE CONNECTION (SEWER CLEANOUT)OUT OF DRIVEWAYS AND WALKWAYS (UNLESS OTHERWISE APPROVED BY THE R.E.). SEWERHOUSE CONNECTIONS SHALL BE LOCATED NO LESS THAN 5 FEET AWAY FROM DRIVEWAYS. THESEWER LATERAL AND THE WATER SERVICE LINE SHALL BE SEPARATED AT A HORIZONTALDISTANCE OF 5 FEET AND A VERTICAL DISTANCE OF 1 FOOT (WITH THE WATER SERVICE AT THEHIGHER ELEVATION). THE SEWER LATERAL AND THE WATER SERVICE LINE SHALL BE INSTALLEDIN A RELATIVE LOCATION SO THAT THE SEWER LATERAL IS LOCATED IN THE DOWNSTREAMDIRECTION OF THE STREET. IF THE ABOVE CRITERIA CANNOT BE MET, THE SEWER LATERALAND THE WATER SERVICE LINE SHALL BE SEPARATED BY 10 FEET.2.ALL CONNECTIONS TO EXISTING WATER MAINS ARE TO BE DONE BY THE JURISDICTION FORWHICH THE FOLLOWING FEES WILL BE CHARGED. IF THE CONNECTIONS ARE NOT READY TO BEMADE AND FEES PAID BEFORE, THE CITY RESERVES THE RIGHT TO ADJUST THE FEESACCORDING TO THE FEE SCHEDULE IN EFFECT AT THE TIME THE CONNECTIONS ARE MADE. IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO EXPOSE THE EXISTING MAIN AT THECONNECTION POINT AND TO INSTALL THE NEW MAIN AT THE ALIGNMENT AND GRADE WHICHWILL PERMIT THE CITY TO MAKE A “STRAIGHT-IN” CONNECTION WITHOUT USING MORE THAN 10LINEAL FEET OF PIPE.3.ALL BURIED DUCTILE IRON PIPES, FITTINGS, VALVES, AND APPURTENANCES SHALL HAVECORROSION CONTROL MEASURES AS REQUIRED BY THE CITY OF CHULA VISTA SEWER ANDWATER DESIGN GUIDES. IF THE CORROSIVITY OF THE SOIL HAS NOT BEEN DETERMINED BY JOB-SPECIFIC TESTING, ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE INSTALLED WITH ABONDED DIELECTRIC COATING AND CATHODIC PROTECTION. BONDED DIELECTRIC COATINGSSHALL BE 24 MIL DFT FUSION BONDED EPOXY (AWWA C213/CL16), LIQUID EPOXY (AWWA C2L0),OR POLYURETHANE (AWWA C222). A COLD, FIELD APPLIED, THREE-PART PETROLEUM WAX TAPECOATING SYSTEM (AWWA C217) MAY BE SUBSTITUTED FOR THE BONDED DIELECTRIC COATING,IF APPROVED BY THE RESIDENT ENGINEER.4.ALL HORIZONTAL SEPARATION DIMENSIONS SHOWN BETWEEN POTABLE WATER MAINS AND ALLOTHER WET UTILITIES, SUCH AS SEWER MAINS, STORM DRAINS, ETC. SHALL BE MEASUREDFROM THE OUTSIDE EDGE OF EACH PIPELINE, PER STATE OF CALIFORNIA DEPARTMENT OFPUBLIC HEALTH, BASIC SEPARATION STANDARDS.5.NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURITY OR TREES SHALL BE ALLOWED WITHIN10 FEET OF ANY SEWER MAIN OR LATERAL AND 5 FEET OF ANY WATER MAIN OR WATERSERVICE. NO TREES OR ANY KIND OF LANDSCAPING SHALL BE INSTALLED WITHINWATER/SEWER ACCESS EASEMENT.6.ALL PROPOSED WATER AND SEWER IMPROVEMENTS SHOWN ON THE PLANS SHALL COMPLYWITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE CITY OF CHULA VISTA WATER ANDSEWER DESIGN GUIDES.

WATER AND SEWER NOTES

DESIGN ENGINEER'S NOTESDESIGN ENGINEER'S CONNECTION NOTES Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

LEGENDPROPERTY LINE / RIGHT-OF-WAYSETBACKEASEMENTCENTERLINE

FENCE CHAINLINKX XRETAINING WALL
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PROPERTY BOUNDARY

STORM DRAIN CURB INLET
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HERITAGE RD

NOT A PART
PROPOSED BUILDING A+/-106,100 SQFTFFE 286.70-284.65
PROPOSEDBUILDING B+/-55,700 SQFTFFE 289.65-291.38
(40')
(40')(97')(17)10' SETBACK (124')
15' SETBACK
15' SETBACK
10' SETBACK

RIGHT-OF-WAY

LOT LINE

EXISTINGPROPERTY LINE

PROPERTY LINE
MAX ± 4 FTRETAINING WALL
MAX ± 4 FTRETAINING WALL
MAX ± 8 FT RETAINING WALLWITHIN SETBACK
MAX ± 6 FT RETAINING WALL
MAX ± 4 FTSTEM WALL
MAX ±10 FT GEOGRID RETAININGWALL WITHIN SETBACK
PATH OF TRAVELMAX ± 4.5 FTSTEM WALL
MAX ± 4 FTSTEM WALL
MAX ±2 FTSTEM WALL
MAX ± 4FTRETAINING WALL

PROPERTY LINE
PROPERTY LINE2 13
2 1
3 2
2 1
3 3
2 1 1
33 3
2 2
1 1
7 66
6 PROPERTY LINE

PROPERTY LINE
285
290
280
275
4 88
8 EXISTING U-DITCH TO REMAINEXISTING U-DITCH TO REMAIN30' 30'
26'9'TYP.
17'TYP.
26'
24'9'TYP.19'TYP.
280
285

PROPOSEDPROPERTY LINEPER LLA
10' SETBACK
5' SETBACK10' SETBACK
2SHT 3
1SHT3

VISIBILITY LINE
(2:1)(2:1)
(2:1)
(2:1)
(2:1)
45'
9 280
285
278279
281282283284
+/-700FT PROPOSEDLANE RESTRIPING

PROPOSEDPROPERTY LINE PER LLARIGHT TURN LANE

ONE LANE EGRESS & INGRESS
(2:1)
(2:1)
2804:1
240245250255260265270
281
284283284 286 286287
277276275284
269
284
286

0.5%

0.6%

PROPOSED PROPERTYLINE PER LLA
260270255265
273
285284283282
284283282281
280
280285290280
2:1
2:1

4.99%
280285

RIDGE LINE

RIDGE LINE
289
287
+/-100FT DEDICATEDRIGHT TURN LANE

11.511.510'10'RIDGE LINE

RIDGE LINE
289
286
289
271272273274288
280279
280
281
130.5' OF RETAINING WALLGREATER THAN 8.5' EXPOSED HEIGHT 275
FF 284.65FG 274.32
FG (273.12)FL 280.09FG 280.00
FL 279.65FG 275.51FG (274.85)FG (275.44)
TP 281.96
FG (255.58)
FL 278.50FG (270.83)FL 282.03FL 282.38
TP 281.98TP 282.46FG (272.13)
FG (271.39)
FG (233.84)
FG (271.50)FG (241.89)
FG (256.84)
FS 266.91TP 282.46TP 284.10TP 283.91FF 284.65
FS 283.60FF 285.02TP 282.40TP 282.04TP 281.76FF 284.88FS 284.83TP 282.90 TP 283.91
TP 281.63FS 280.79FF 285.16FS 280.63FF 285.16FF 285.23FS 281.23 FS 282.11FF 286.12FF 286.20FS 281.51FS 281.66FF 286.20FL 281.35FL 282.09TP 284.66FF 286.70FL 284.45FL 287.00 FF 286.70FF 286.70TP 285.78FL 287.01
FG 282.80FG 280.89FG (278.95)
FG 283.02FG (280.76)FG (286.99)FG (288.15)
FL 285.65
TP 285.69TP 284.46
TP 283.32
TP 266.32
FG 276.20FG (272.67)FG (272.58)
FS 275.96TW 282.97FG (275.89)
TW 281.30FG (279.73)FG 280.15TP 267.82
FL 284.76
FG (272.89)
TW 278.26
TP 270.77
FL 287.81
TP 287.70FL 286.66TP 288.56FF 289.95FF 289.95
FL 290.10FL 289.74FG (289.91)FL 287.82FG (289.17)FL 288.33FG (288.84)TP 286.98FG (288.34) FF 289.95FS 285.95FS 285.65FF 289.65
FL 287.55
TP 289.02FF 289.65
FL 288.72
FF 290.55FS 290.51TP 289.39
FS 285.86FF 285.91FL 284.33
FS 286.46FS 286.41FL 285.40
FL 282.18
FF 286.70FL 286.09
FS 285.16FF 285.22FL 282.95
FG 272.86
FS 267.13
TP (272.73)
TP (262.40)
FL 270.56FL 272.64FL 269.69FL 269.04FG (269.99)
TP 282.61
FG 281.83
FL 283.62FG 282.32
FL 280.35
TP 280.66
FG 272.16
FL 283.57
TP 289.85
FG (289.38)FG (286.37)
283
FG 271.26FG 278.41TW 285.82FG (273.50)
FG (273.10)FG (272.00)
286287288
289290
281282283
MAX +/-7FT PARALLELRETAINING WALLS
3'
10 10
280290300
280290300
250260270280290
250260270280290

4.0' SIDEWALK

30.0' DRIVE AISLE
EX. GRADE
DAYLIGHT TOEX. GRADE
6" CURB

4.6' LANDSCAPE

PROPERTYLINEPROPOSEDBUILDING
PROP.GRADE
EX. GRADE
PROP. GRADEMAX 10FTGEOGRIDRETAINING WALL
PROPERTYLINE6" CURB6" CURBLANDSCAPE26.0'DRIVE AISLEPROPOSEDBUILDING EX.U-DITCH

2.6' LANDSCAPE

6.1' LANDSCAPE
6" CURB SIDEWALK

4.0' LANDSCAPE

GAURDRAIL PERARCHITECTURAL PLANS
PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:1 GD September 30, 2021 04:37:33pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\GRADING PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:37:33pm DATE:

DR21-0007
C92259 3
0GRAPHIC SCALE IN FEET
40 204080
NORTH

CONSTRUCTION NOTES
MATCHLINE SEE SHEET 4
GRADING PLAN FOR:

I II EEET T
CC
C
G
VAN
VANVAN
VAN
VAN
VANVAN
VAN

X X X X X X X

X X X X X X X X X X X X X X
X
X
X
X
X
X
XX
300305310315320325330335340345350355
305310315320325330335340345350
290 295 300305310315 320
300

HERITAGE RD
PROPOSEDBUILDING B+/-55,700 SQFTFFE 289.65-291.38
PROPOSEDBUILDING C40,600 SQFT

SANTA MAYA
(54')
(47')
(40)(17)(40)(97')(124')
15' SETBACK
10' SETBACKRIGHT-OF-WAY

PROPERTY LINE
MAX ± 7FTRETAINING WALL

PATH OF TRAVEL

PROPERTY LINE
MAX ± 7FTRETAINING WALL
3 3
33 1
1 2
1 1
2 13
56 7 76

PROPERTY LINE

PROPERTY LINE
8 EXISTING U-DITCH TO REMAIN

EXISTING U-DITCH TO REMAIN
15' SDGE EASEMENT15' CITY OF CHULA VISTA UTILITIESAND ACCESS EASEMENTMAX ± 4FT RETAINING WALL 305300310
10' SETBACK

VISIBILITY LINE

VISIBILITY LINE
(2:1) (2:1)
(2:1)
(2:1)
+/-400FT PROPOSEDLANE RESTRIPING
+/-100FT DEDICATEDRIGHT TURN LANE
298
298
298
297296289
293
292292
+/-100FT TRANSITION LANE+/-100FT TRANSITION LANE11'11'10'10'

11.5'11.5'10'10'11'
297296 297298
295296297294293292288
291290 294295293295
291

RIDGE LINE
RIDGE LINE3SHT 4
4SHT 4
TP 290.97FF 290.97TP 291.42FG (294.56)
TP 291.28FG 294.47
FS 287.38FG 292.57FF 291.38FF 291.08FS 287.08
FF 291.08TP 290.82TP 294.03TP 294.39
TP 295.07
TP 296.04
FG (295.86)
FF 291.38FS 290.70FF 290.69TP 289.79
TP 289.23TP 291.23
TP 290.77TP 292.39
TP (293.15)TP (292.26)
TP 290.77FF 298.80FS 298.80TP 291.91
TP 294.80FF 298.80FG 295.16
FS 293.28
TP 294.80FF 298.80
TP 298.80FF 298.80
FG (298.75)FG (302.59)
FG (304.63)
FG (314.17)FG (300.35)TP 292.96
TP 296.35TP 298.23FF 298.80
FG 298.80TP 298.21FG 302.69TP 297.56
FF 298.80FG 299.12
10 10
Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

LEGENDPROPERTY LINE / RIGHT-OF-WAYSETBACKEASEMENTCENTERLINE

PROPERTY BOUNDARY

STORM DRAIN CURB INLET
290300310
290300310
290300310320330
290300310320330
EX. GRADE EX. GRADE
PROP.GRADE PROP. GRADEEX. U-DITCH6" CURB6" CURB6" CURB17.0'PARKINGSTALLS18' MAX LANDSCAPE26.0'DRIVEAISLE4.0'SIDEWALK

PROPOSEDBUILDINGPROPERTYLINE
2:1 MAX26.0'DRIVEAISLE19.0'PARKINGSTALLS

PROPOSEDBUILDING

6.0'SIDEWALK

PROPERTYLINE
MAX 4FTRETAINING WALLMAX 2:1 SLOPE6" CURB
PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:1 GD (2) September 30, 2021 04:37:41pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\GRADING PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:37:41pm DATE:

DR21-0007
C92259 4
0GRAPHIC SCALE IN FEET
40 204080
NORTH

CONSTRUCTION NOTES
MATCHLINE SEE SHEET 3
GRADING PLAN FOR:

NOTES:1.FOR 6" CURB, TOP OF CURB (TC) = TOP OF PAVEMENT (TP)+0.5" UNLESS OTHERWISE NOTED.2.FOR 6" CURB AND GUTTER, TOP OF CURB (TC) = FLOW LINE(FL) + 0.5", UNLESS OTHERWISE NOTED.3.PAD ELEVATION SHOWN FOR REFERENCE ONLY.CONTRACTOR TO CONFIRM FOUNDATION AND BUILDINGSLAB WITH STRUCTURAL PLANS AND DESIGN ANDSPECIFICATIONS BASED ON GEOTECHNICAL EVALUATIONFOR AIRWAY INDUSTRIAL SITE, SAN DIEGO, CA PREPAREDBY GEOCON, DATED MARCH 6, 2020 AND APRIL 3, 2020.4.ALL STORM DRAIN PIPE SHALL BE HDPE N-12 SOIL TIGHTPIPE BY A.D.S. OR APPROVED EQUAL UNLESS OTHERWISESHOWN.5.ALL STORM DRAIN FITTINGS SHALL BE DUAL WALL AND SOILTIGHT.6.NO SHRUBS MORE THAN 3 FEET IN HEIGHT AT MATURITY ORTREES ALLOWED WITHIN 10 FEET OF ANY PUBLIC SEWERMAINS OR SEWER LATERALS OR/AND FIRE HYDRANTS, AND 5FEET OF ANY WATER MAINS OR WATER SERVICES. NOTREES OR ANY KIND OF LANDSCAPING SHALL BE WITHIN AWATER/SEWER ACCESS EASEMENT.7.ALL RETAINING WALLS SHOWN ARE FROM FINISH SURFACETO TOP OF WALL. TOTAL RETAINING WALL HEIGHT TO BEDESIGNED PER SEPARATE PERMIT.ACCESIBILITY NOTES:1.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANYWALK EXCEEDS 1:20 (5 PERCENT GRADIENT), IT SHALLCOMPLY WITH THE PROVISIONS OF SECTION 1133B.5 AS APEDESTRIAN RAMP. (SEC. 1133B.7.3)2.WALK AND SIDEWALK SUBSURFACE CROSS SLOPES SHALLNOT EXCEED 1/4 INCH PER FOOT. (SEC. 1133B.7.3) CROSS SECTION 3SCALE: H: 1"=40', V: 1"=10'CROSS SECTION 4SCALE: H: 1"=40', V: 1"=10' CONSTRUCT 6" CURB PER SDRSD STD. DWG. G-011CONSTRUCT 6"CURB AND GUTTER PER SDRSD STD. DWG. G-012CONSTRUCT RETAINING WALL PER SEPARATE BUILDING PERMIT3CONSTRUCT ACCESSIBLE RAMP PER SEPARATE BUILDING PERMIT5CONSTRUCT CONCRETE SIDEWALK PER SDRSD STD. DWG. G-076CONSTRUCT CURB RAMP PER CITY OF CHULA VISTA STD. DWG. GSI-087CONSTRUCT TRASH ENCLOSURE PER SEPARATE BUILDING PERMIT8CONSTRUCT 6" CONCRETE PAVEMENT10 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

LEGENDPROPERTY LINE / RIGHT-OF-WAYSETBACKEASEMENTCENTERLINEGAS LINESTORM LINESTORM LINESEWERWATERFIRE WATERTELECOMMG GSDSDS SWWFWFWT TELECTRICE EOVERHEAD ELECTRICOHE D

STORM DRAIN CLEAN OUTSTORM DRAIN CURB INLETGRATE INLETTRENCH DRAINSTORM DRAIN MANHOLE

PROPERTY BOUNDARY
>>>>>>>>>>>>>>>
>>
SD
SD
SD
SD
SD
SD
SD
S
S
S
II
I
I
II
I
II
I
I
I
II
I I
I C
III I
I
I
C
I I
VAN
VAN
>>>>>>>>>>>>>>
>>>>>>>>>>>
>>>>>>
VAN
VAN
>>>>>>>>>>>>>>
>>>>>>>>>>>
>>>>>>
WWWW
WWWW
SSS
S
S
FWFW
FW
FW
FW
FW
FW
FW
FW
FW

FWFWFWFWFWFWFWFWFW
FW
FW
FWFWFW
FW
FW
FWFW
FW

FWFWFWFW
FW
FW
FW

FWFWFWFWFWFW
FW

FWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW
WWWW
WWWW
SSS
S
S
FWFW
FW
FW
FW
FW
FW
FW
FW
FW

FWFWFWFWFWFWFWFWFW
FW
FW
FWFWFW
FW
FW
FWFW
FW

FWFWFWFW
FW
FW
FW

FWFWFWFWFWFW
FW

FWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW

X X X X XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
290295300305310315320325330330
235
240
245
250
255
260265270275280 285
290

HERITAGE RD

NOT A PART
PROPOSED BUILDING A+/-106,100 SQFTPROPOSEDBUILDING B+/-55,700 SQFT (40')
(40')(97')(17)
45'
(124')
1 1
3 2
1 EXISTING 30" RCP PERAS-BUILT DWG NO. 14032
EXISTING 36" RCP PERAS-BUILT DWG NO. 14032
EXISTING 36" RCP PERAS-BUILT DWG NO. 14032
EXISTING 36" RCP PERAS-BUILT DWG NO. 14032
EXISTING 18" RCP PERAS-BUILT DWG NO. 14032
280285 290
275280
275
275
280
280
280285285285
21 2
280
290

26.0'
20 1213
14 17 18
6 5
3 2
1 10
9874
1134353637
1516
1 1
11 FL (264.65)
FL (258.92)
FL (230.65)
FL (222.69)
CONNECT TO EXISTINGFL (268.00)
FL (232.90)RIGHT-OF-WAY

PROPERTY LINE

EXISTING U-DITCH TO REMAINEXISTING U-DITCH TO REMAIN
PROPOSED 18"HDPE STORM DRAIN
PROPOSED 18"HDPE STORM DRAIN
PROPOSED 18"HDPE STORM DRAIN
PROPOSED 18"HDPE STORM DRAIN
CONNECT TOEXISTINGFL (241.40)

EXISTINGPROPERTY LINE

PROPOSEDPROPERTY LINEPER LLA

PROPOSEDPROPERTY LINEPER LLA
2 22
2 279280
284
282
281281282283284
280281279
282283284 286 286286286287
284
282270271
289
288289 289
290290
287
290289288287
285
278
276277
274271
273
295
285290
279 280
288
286
287
22 285
24'
FL 286.50FL 284.50FL 269.00
FL 270.00FL 270.20
FL 278.85
FL 265.80FL 266.10FL 266.27
FL 275.95

PROPOSEDPROPERTY LINEPER LLA
4 4 4
4 4 1
275
280
285
272273274
276277278279
281282283284
285 286287288288287
289
287
281
281282283 283
STORM PIPE TABLEPIPE NO.12345678910111213141516171819
BEARINGN18° 33' 35"WS71° 46' 15"WN17° 11' 18"WN67° 23' 35"ES18° 22' 19"EN71° 36' 58"ES71° 34' 40"WS25° 55' 34"WN48° 21' 15"EN36° 56' 59"EN66° 23' 02"EN34° 15' 58"WS55° 44' 02"WS34° 17' 36"ES34° 17' 36"ES50° 00' 22"EN55° 55' 23"ES34° 05' 19"EN34° 09' 43"W LENGTH131.20'90.42'25.17'22.06'261.79'29.87'47.82'71.44'57.61'169.99'30.90'73.04'39.40'227.26'22.41'48.54'181.41'21.85'104.16' SIZE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE STORM PIPE TABLEPIPE NO.202122232425262728293031333435363738 BEARINGS55° 54' 54"WS34° 15' 01"EN55° 50' 36"ES43° 58' 35"EN55° 45' 42"ES34° 18' 47"EN57° 01' 39"ES82° 52' 18"EN55° 35' 14"ES34° 15' 58"ES55° 44' 02"WN35° 39' 14"WS34° 15' 01"EN64° 47' 14"ES47° 11' 50"ES52° 19' 36"EN39° 12' 20"ES33° 36' 31"E LENGTH309.30'165.96'55.49'37.92'51.84'110.54'7.16'9.26'245.16'34.06'163.57'22.88'59.64'5.50'67.65'4.41'60.15'28.58' SIZE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:STORM DRAIN September 30, 2021 04:38:13pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\STORM DRAIN PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:38:13pm DATE:

DR21-0007
C92259 5
0GRAPHIC SCALE IN FEET
40 204080
NORTH

STORM DRAIN NOTES
MATCHLINE SEE SHEET 6
STORM DRAIN PLAN FOR:

PROPOSED TYPE A-4 C.O. PER SDRSD D-091PROPOSED 3'X3' GRATE INLET2PROPOSED NDS TRENCH DRAIN3RETAINING WALL SUBDRAIN TIE IN LOCATION4 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

LEGENDPROPERTY LINE / RIGHT-OF-WAYSETBACKEASEMENTCENTERLINEGAS LINESTORM LINESTORM LINESEWERWATERFIRE WATERTELECOMMG GSDSDS SWWFWFWT TELECTRICE EOVERHEAD ELECTRICOHE D

STORM DRAIN CLEAN OUTSTORM DRAIN CURB INLETGRATE INLETTRENCH DRAINSTORM DRAIN MANHOLE

PROPERTY BOUNDARY
>>
SD
SD
SD
SD SD
SD
SD SD
S
S
G II
I I
I
I

I II EECET T
CC
C
G
VAN
VANVAN
VAN
VAN
VANVAN
VAN

WW S S S WWWW
FWFWFW
FW
FWFW
FW
FW
FW
FW

FWFWFWFW

FWFWFWFWFWFW
FW
FW
FW
FWFWFW

FWFWWW S S S WWWW
FWFWFW
FW
FWFW
FW
FW
FW
FW

FWFWFWFW

FWFWFWFWFWFW
FW
FW
FW
FWFWFW

FWFW X X X X X X X

X X X X X X X X X X X X X X
X
X
X
X
X
X
XX
300305310315320325330335340345350355
305310315320325330335340345350
290 295 300305310315 320
300
PROPOSEDBUILDING B+/-55,700 SQFT
PROPOSEDBUILDING C+/-40,600 SQFT

SANTA MAYA
(47')
(40)(17)(40)(97')(124')
1 3 3
EXISTING 24" RCP PERAS-BUILT DWG NO. 14032EXISTING 24" RCP PERAS-BUILT DWG NO. 14032EXISTING 24" RCP PERAS-BUILT DWG NO. 14032EXISTING 30" RCP PERAS-BUILT DWG NO. 14032 EXISTING 18" HDPE PERAS-BUILT DWG NO. 14032EXISTING 18" HDPE PERAS-BUILT DWG NO. 14032EXISTING 18" HDPE PERAS-BUILT DWG NO. 14032290 300305310
300

HERITAGE RD
(54')
295
19 21
2223
2426
25 312933
2827
30 FL (306.22)FL (309.92)
FL (291.52)FL (283.43)FL (279.48)
CONNECT TO EXISTINGFL (286.06)FL (292.29)

RIGHT-OF-WAY

PROPERTY LINE

EXISTING U-DITCH TO REMAIN

EXISTING U-DITCH TO REMAIN
15' SDGE EASEMENT15' CITY OF CHULA VISTA UTILITIESAND ACCESS EASEMENT PROPOSED 18"HDPE STORM DRAIN
1 1
1 1 1
2 2
2 2
FL 293.40
FL 287.27
FL 294.40
FL 290.00
4 1
298
297296293294
288289290291292293294295296
297
297296294290 292293293 297
291
STORM PIPE TABLEPIPE NO.12345678910111213141516171819
BEARINGN18° 33' 35"WS71° 46' 15"WN17° 11' 18"WN67° 23' 35"ES18° 22' 19"EN71° 36' 58"ES71° 34' 40"WS25° 55' 34"WN48° 21' 15"EN36° 56' 59"EN66° 23' 02"EN34° 15' 58"WS55° 44' 02"WS34° 17' 36"ES34° 17' 36"ES50° 00' 22"EN55° 55' 23"ES34° 05' 19"EN34° 09' 43"W LENGTH131.20'90.42'25.17'22.06'261.79'29.87'47.82'71.44'57.61'169.99'30.90'73.04'39.40'227.26'22.41'48.54'181.41'21.85'104.16' SIZE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE STORM PIPE TABLEPIPE NO.202122232425262728293031333435363738 BEARINGS55° 54' 54"WS34° 15' 01"EN55° 50' 36"ES43° 58' 35"EN55° 45' 42"ES34° 18' 47"EN57° 01' 39"ES82° 52' 18"EN55° 35' 14"ES34° 15' 58"ES55° 44' 02"WN35° 39' 14"WS34° 15' 01"EN64° 47' 14"ES47° 11' 50"ES52° 19' 36"EN39° 12' 20"ES33° 36' 31"E LENGTH309.30'165.96'55.49'37.92'51.84'110.54'7.16'9.26'245.16'34.06'163.57'22.88'59.64'5.50'67.65'4.41'60.15'28.58' SIZE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE18" HDPE PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:STORM DRAIN (2) September 30, 2021 04:38:20pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\STORM DRAIN PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:38:20pm DATE:

DR21-0007
C92259 6
0GRAPHIC SCALE IN FEET
40 204080
NORTH
MATCHLINE SEE SHEET 5
STORM DRAIN PLAN FOR:

STORM DRAIN NOTESPROPOSED TYPE A-4 C.O. PER SDRSD D-091PROPOSED 3'X3' GRATE INLET2PROPOSED NDS TRENCH DRAIN3RETAINING WALL SUBDRAIN TIE IN LOCATION4 >>>>>>>>>>>>>>>
>>
SD
SD
SD
SD
SD
SD
SD
S
S
S
II
I
I
II
I
II
I
I
I
II
I I
I C
III I
I
I
C
I I
VAN
VAN
>>>>>>>>>>>>>>
>>>>>>>>>>>
>>>>>>
VAN
VAN
>>>>>>>>>>>>>>
>>>>>>>>>>>
>>>>>>
WWWW
WWWW
SSS
S
S
FWFW
FW
FW
FW
FW
FW
FW
FW
FW

FWFWFWFWFWFWFWFWFW
FW
FW
FWFWFW
FW
FW
FWFW
FW

FWFWFWFW
FW
FW
FW

FWFWFWFWFWFW
FW

FWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW
WWWW
WWWW
SSS
S
S
FWFW
FW
FW
FW
FW
FW
FW
FW
FW

FWFWFWFWFWFWFWFWFW
FW
FW
FWFWFW
FW
FW
FWFW
FW

FWFWFWFW
FW
FW
FW

FWFWFWFWFWFW
FW

FWFWFWFWFWFWFW
FW
FW
FW
FW
FW
FW
FW

X X X X XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
290295300305310315320325330330
235
240
245
250
255
260265270275280 285
290
(40')
(40')(97')(17)
45'
(124')

HERITAGE RDNOT A PART
PROPOSED BUILDING A+/-106,100 SQFTPROPOSEDBUILDING B+/-55,700 SQFT RIM (277.90)I.E. OUT (270.99)I.E. IN (271.19)
RIM (247.36)I.E. OUT (238.00)I.E. IN (238.20)
1 2
3 4
4 5
3 1
IE (272.06)
IE (239.58)
EXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVEDEXISTING 2" BLOW OFFWATER SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVED EXISTING 2" RCW WITH1.5" METER PER AS-BUILTDWG NO. 14032EXISTING 8" PVC SEWERSERVICE PER AS-BUILTDWG NO. 14032EXISTING 8" PVC FIRESERVICE PER AS-BUILTDWG NO. 14032 EXISTING 6" PVC WATERSERVICE PER AS-BUILTDWG NO. 14032
EXISTING 16" PVC WATERLINE (624 ZONE) PERAS-BUILT DWG NO. 14032 EXISTING 8" PVC RECYCLEDWATER LINE (680 ZONE) PERAS-BUILT DWG NO. 14032EXISTING 12" PVC SEWER LINEPER AS-BUILT DWG NO. 14032 EXISTING 2" RCW WITH1.5" METER PER AS-BUILTDWG NO. 14032 EXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032EXISTING 2" RCW WITH1.5" METER PER AS-BUILTDWG NO. 14032 EXISTING 2" BLOW OFFWATER SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVEDEXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVED EXISTING 8" PVC FIRESERVICE PER AS-BUILTDWG NO. 14032EXISTING 8" PVC SEWERSERVICE PER AS-BUILTDWG NO. 14032 EXISTING 6" PVC WATERSERVICE PER AS-BUILTDWG NO. 14032EXISTING 8" PVC FIRESERVICE PER AS-BUILTDWG NO. 14032 4 6
6 6
275280
280280285 285290295295
275
8 7
8 6
6 6
4 7
6 5
4 10' SETBACK
15' SETBACK
15' SETBACK
10' SETBACK

RIGHT-OF-WAY

PROPERTY LINE

EXISTING U-DITCH TO REMAINEXISTING U-DITCH TO REMAIN

EXISTINGPROPERTY LINE

PROPOSEDPROPERTY LINEPER LLA

PROPOSEDPROPERTY LINEPER LLA
285
285
274277281
I.E. 273.62
I.E. 282.1645
55 7
286286 287288 290
286284283282281
284283282285
281280
284
284
281281280279
282
273 289288 289281
280
PROPOSEDPROPERTY LINEPER LLA9
9 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

LEGENDPROPERTY LINE / RIGHT-OF-WAYSETBACKEASEMENTCENTERLINEGAS LINESTORM LINESTORM LINESEWERWATERFIRE WATERTELECOMMG GSDSDS SWWFWFWT TELECTRICE EOVERHEAD ELECTRICOHESSEWER MANHOLESEWER CLEANOUTBACKFLOW PREVENTORFIRE HYDRANTFIRE DEPARTMENT CONNECTIONMETER

PROPERTY BOUNDARY

POINT OF CONNECTION
PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:UTILITY September 30, 2021 04:45:22pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\UTILITY PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:45:22pm DATE:

DR21-0007
C92259 7
0GRAPHIC SCALE IN FEET
40 204080
NORTH

UTILITY NOTES
MATCHLINE SEE SHEET 8
UTILITY PLAN FOR:

CAUTION!!!EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HORIZONTALAND VERTICAL LOCATIONS SHALL BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR PROTECTING EXISTING UTILITIES.PRIVATE ONSITE WATER AND SEWER ARE DESIGNED INACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND ARESHOWN ON THE PLANS AS REFERENCE ONLY. A SEPARATEPERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OFTHE SYSTEM.

NOTES:1.ALL ONSITE PRIVATE WATER, SEWER, AND FIRE ARE SHOWN FORREFERENCE ONLY TO BE PERMITTED PER SEPARATE PERMIT.2.ALL DOMESTIC WATER AND FIRE UTILITY CONNECTIONS ARE TOBE PER SEPARATE PERMIT WITH OTAY WATER DISTRICT.3.THE PRIVATE WATER SYSTEM IS DESIGNED IN ACCORDANCE WITHTHE CALIFORNIA PLUMBING CODE AND IS SHOWN ON THESEPLANS AS 'INFORMATION ONLY.' A SEPARATE PLUMBING PERMITIS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THESYSTEM.4.THE PRIVATE ON-SITE SEWER SYSTEM WITH WELDED JOINTS ANDCLEANOUTS SHALL BE DESIGNED TO MEET THE STANDARDS OFTHE CALIFORNIA PLUMBING CODE. PRIVATE MAINS WITHMANHOLES AND PUSH-ON JOINTS SHALL BE DESIGNED PER THESEWER DESIGN GUIDE AND WILL MEET STATE SEPARATIONREQUIREMENT.5.10' MINIMUM HORIZONTAL SEPARATION BETWEEN PROPOSEDDOMESTIC WATER AND SANITARY SEWER LINES.6.ALL WATER CROSSINGS SHOULD HAVE A MINIMUM CLEARANCEOF 12" FROM ANY SEWER OR STORMDRAIN CROSSING.7.WATER AND FIRE MAINS SHALL BE INSTALLED WITH A MINIMUM 3'VERTICAL CLEARANCE FROM THE TOP OF FINISHED GRADE TOTHE TOP OF THE PIPE.8.PRIOR TO CONNECTING TO ANY EXISTING SEWER LATERAL, ITSHALL BE CLOSED CIRCUIT TELEVISION INSPECTED BY ACALIFORNIA LICENSED PLUMBING CONTRACTOR TO VERIFYLATERAL IS IN GOOD WORKING CONDITION AND FREE OF ALLDEBRIS.9.ON-SITE ELECTRIC AND COMMUNICATION LINES SERVING THESITE TO BE PROPOSED BY ELECTRICAL PER SEPARATE PERMIT.10.STUB POINT OF CONNECTION 5' FROM BUILDING. REFER TO MEPPLANS PER SEPARATE PERMIT FOR INVERT ELEVATION ANDCONTINUATION TO BUILDING.11.EXCAVATION FOR UTILITY TRENCHES TO BE 2' BELOW DEEPESTUTILITY FLOW LINE/INVERT ELEVATION PER GEOTECHNICALRECOMMENDATIONS. CONTRACTOR/DEVELOPER TO DETERMINEAPPROPRIATE DEPTH OF TRENCH FOR SHALLOW UTILITIESADJACENT TO DEEP UTILITIES.12.ALL EXISTING UTILITIES SHOWN BASED ON AS-BUILTINFORMATION. CONTRACTOR TO COORDINATE REMOVAL OF ANYEXISTING WET UTILITIES FOUND DURING CONSTRUCTION.13.ALL PLANS FOR PRIVATE FIRE SERVICE MAINS AND PRIVATE FIREHYDRANTS ARE SHOWN FOR REFERENCE ONLY AND MUST BESUBMITTED SEPARATELY FOR APPROVAL PRIOR TOINSTALLATION. ALL PRIVATE FIRE SYSTEMS WILL BE DEFINED INACCORDANCE WITH CALIFORNIA BUILDING CODE; CALIFORNIAFIRE CODE; AND NFPA 24. PRIVATE FIRE SERVICE MAINS ANDTHEIR APPURTENANCES. PLANS SHALL BE SINGLE FIRE LINEDRAWINGS SHOWING ALL OF THE APPLICABLE REQUIREMENTS OFTHE CODES SPECIFIED ABOVE.14.ALL DRY UTILITIES SHOWN FOR REFERENCE ONLY AND MUST BESUBMITTED SEPARATELY FOR APPROVAL PRIOR TOINSTALLATION.

PROPOSED 6" SEWER SERVICE1PROPOSED 48" DIAMETER SEWER MANHOLE PER SDRSD SM-012PROPOSED 2" WATER SERVICE3PROPOSED 8" FIRE SERVICE4PROPOSED BUILDING POINT OF CONNECTION. CONTINUATION PERARCHITECTURAL PLANS.5PROPOSED FIRE HYDRANT6PROPOSED BACK FLOW PREVENTER7PROPOSED 2" DOMESTIC WATER METER AND BACKFLOW PER OWD PERMIT8PROPOSED 1.5" IRRIGATION WATER METER AND BACKFLOW TO REMAIN FORPRIVATE SERVICE CONNECTION PER OWD PERMIT9 Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference

PROPERTY BOUNDARY

POINT OF CONNECTION
>>
SD
SD
SD
SD SD
SD
SD SD
S
S
G II
I I
I
I

I II EECET T
CC
C
G
VAN
VANVAN
VAN
VAN
VANVAN
VAN

WW S S S WWWW
FWFWFW
FW
FWFW
FW
FW
FW
FW

FWFWFWFW

FWFWFWFWFWFW
FW
FW
FW
FWFWFW

FWFWWW S S S WWWW
FWFWFW
FW
FWFW
FW
FW
FW
FW

FWFWFWFW

FWFWFWFWFWFW
FW
FW
FW
FWFWFW

FWFW X X X X X X X

X X X X X X X X X X X X X X
X
X
X
X
X
X
XX
300300305310315320325330335340345350355
305310315320325330335340345350
290 295 300305310315 320
300
(40)(17)(40)(97')(124')HERITAGE RD
PROPOSEDBUILDING B+/-55,700 SQFT
PROPOSEDBUILDING C+/-40,600 SQFT
SANTA MAYARIM (311.66)I.E. OUT (301.14)I.E. IN (301.34)RIM: (293.42)I.E OUT: (282.70)I.E IN: (282.90) 1 23
343
IE (283.77)
EXISTING 12" PVC SEWER LINEPER AS-BUILT DWG NO. 14032
EXISTING 2" RCW WITH1.5" METER PER AS-BUILTDWG NO. 14032EXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032EXISTING 2" RCW WITH1.5" METER PER AS-BUILTDWG NO. 14032EXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVEDEXISTING 2" BLOW OFFWATER SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVED EXISTING 8" PVC FIRESERVICE PER AS-BUILTDWG NO. 14032EXISTING 6" PVC WATERSERVICE PER AS-BUILTDWG NO. 14032EXISTING 8" PVC RECYCLEDWATER LINE (680 ZONE) PERAS-BUILT DWG NO. 14032EXISTING 16" PVC WATERLINE (624 ZONE) PERAS-BUILT DWG NO. 14032EXISTING 8" PVC FIRESERVICE PER AS-BUILTDWG NO. 14032 EXISTING 2" BLOW OFFFIRE SERVICE PERAS-BUILT DWG NO. 14032TO BE REMOVED EXISTING 8" PVC SEWERSERVICE PER AS-BUILTDWG NO. 14032
(47')
4 6
6 6
290
300310
295
84 6
6 764 10' SETBACKRIGHT-OF-WAY

PROPERTY LINE
PROPERTY LINE10' SETBACK

PROPERTY LINE

EXISTING U-DITCH TO REMAIN

EXISTING U-DITCH TO REMAIN
15' SDGE EASEMENT15' CITY OF CHULA VISTA UTILITIESAND ACCESS EASEMENT (54') 305
IE 290.44
7 5
293292296297
297298295296
294292293
291
289288
291
291292293293294295296297298297
290
5 5
9 PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:UTILITY (2) September 30, 2021 04:45:27pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\UTILITY PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:45:27pm DATE:

DR21-0007
C92259 8
0GRAPHIC SCALE IN FEET
40 204080
NORTH
MATCHLINE SEE SHEET 7
UTILITY PLAN FOR:

UTILITY NOTES
CAUTION!!!EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HORIZONTALAND VERTICAL LOCATIONS SHALL BE FIELD VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR PROTECTING EXISTING UTILITIES.PRIVATE ONSITE WATER AND SEWER ARE DESIGNED INACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND ARESHOWN ON THE PLANS AS REFERENCE ONLY. A SEPARATEPERMIT IS REQUIRED FOR CONSTRUCTION AND INSPECTION OFTHE SYSTEM.

NOTES:1.THE PRIVATE WATER SYSTEM IS DESIGNED IN ACCORDANCE WITHTHE CALIFORNIA PLUMBING CODE AND IS SHOWN ON THESEPLANS AS 'INFORMATION ONLY.' A SEPARATE PLUMBING PERMITIS REQUIRED FOR CONSTRUCTION AND INSPECTION OF THESYSTEM.2.THE PRIVATE ON-SITE SEWER SYSTEM WITH WELDED JOINTS ANDCLEANOUTS SHALL BE DESIGNED TO MEET THE STANDARDS OFTHE CALIFORNIA PLUMBING CODE. PRIVATE MAINS WITHMANHOLES AND PUSH-ON JOINTS SHALL BE DESIGNED PER THESEWER DESIGN GUIDE AND WILL MEET STATE SEPARATIONREQUIREMENT.3.10' MINIMUM HORIZONTAL SEPARATION BETWEEN PROPOSEDDOMESTIC WATER AND SANITARY SEWER LINES.4.ALL WATER CROSSINGS SHOULD HAVE A MINIMUM CLEARANCEOF 12" FROM ANY SEWER OR STORMDRAIN CROSSING.5.WATER AND FIRE MAINS SHALL BE INSTALLED WITH A MINIMUM 3'VERTICAL CLEARANCE FROM THE TOP OF FINISHED GRADE TOTHE TOP OF THE PIPE.6.PRIOR TO CONNECTING TO ANY EXISTING SEWER LATERAL, ITSHALL BE CLOSED CIRCUIT TELEVISION INSPECTED BY ACALIFORNIA LICENSED PLUMBING CONTRACTOR TO VERIFYLATERAL IS IN GOOD WORKING CONDITION AND FREE OF ALLDEBRIS.7.ON-SITE ELECTRIC AND COMMUNICATION LINES SERVING THESITE TO BE PROPOSED BY ELECTRICAL PER SEPARATE PERMIT.8.STUB POINT OF CONNECTION 5' FROM BUILDING. REFER TO MEPPLANS PER SEPARATE PERMIT FOR INVERT ELEVATION ANDCONTINUATION TO BUILDING.9.EXCAVATION FOR UTILITY TRENCHES TO BE 2' BELOW DEEPESTUTILITY FLOW LINE/INVERT ELEVATION PER GEOTECHNICALRECOMMENDATIONS. CONTRACTOR/DEVELOPER TO DETERMINEAPPROPRIATE DEPTH OF TRENCH FOR SHALLOW UTILITIESADJACENT TO DEEP UTILITIES.10.ALL EXISTING UTILITIES SHOWN BASED ON AS-BUILTINFORMATION. CONTRACTOR TO COORDINATE REMOVAL OF ANYEXISTING WET UTILITIES FOUND DURING CONSTRUCTION.11.ALL PLANS FOR PRIVATE FIRE SERVICE MAINS AND PRIVATE FIREHYDRANTS ARE SHOWN FOR REFERENCE ONLY AND MUST BESUBMITTED SEPARATELY FOR APPROVAL PRIOR TOINSTALLATION. ALL PRIVATE FIRE SYSTEMS WILL BE DEFINED INACCORDANCE WITH CALIFORNIA BUILDING CODE; CALIFORNIAFIRE CODE; AND NFPA 24. PRIVATE FIRE SERVICE MAINS ANDTHEIR APPURTENANCES. PLANS SHALL BE SINGLE FIRE LINEDRAWINGS SHOWING ALL OF THE APPLICABLE REQUIREMENTS OFTHE CODES SPECIFIED ABOVE.12.ALL DRY UTILITIES SHOWN FOR REFERENCE ONLY AND MUST BESUBMITTED SEPARATELY FOR APPROVAL PRIOR TOINSTALLATION.

X X X X XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
290295300305310315320325330330
235
240
245
250
255
260265270275280 285
290
(40')
(40')(97')(17)(124')

HERITAGE RDNOT A PART
PROPOSED BUILDING A+/-106,100 SQFTPROPOSEDBUILDING B+/-55,700 SQFT 275280
280280285 285290295295
275
2 280279
280
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>
00 000
000000000000000000
000
2 2
3 3
3 RIGHT-OF-WAY

PROPERTY LINE

EXISTING U-DITCH TO REMAINEXISTING U-DITCH TO REMAIN

EXISTINGPROPERTY LINE

PROPOSEDPROPERTY LINEPER LLA

PROPOSEDPROPERTY LINEPER LLA
285
280
285
285
2275
270270270268269281
284
286287287286
281
281
281 284
289
280
240245250255260265270
290

0.50%

0.50%
2000
00000002 20000
289274
271
286
280
285
276277278279
281282283284
286 290

PROPOSEDPROPERTY LINEPER LLA
280279
281
283282284
Label contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken reference LEGENDPROPERTY LINE / RIGHT-OF-WAYCENTERLINEPROPOSED CONTOUREXISTING CONTOUR100100STORM LINESDSDGRATE INLET

PROPERTY BOUNDARY

STORM DRAIN CURB INLET
0000000000000000GRAVEL BAGSSTOCKPILE AREASANITARY AREA, TRASH STORAGE, HAZARDOUSMATERIAL, CONCRETE MANAGEMENT, VEHICLEMAINTENANCE & EQUIPMENT STORAGE AREAMATERIAL STORAGE & DELIVERY

CONSTRUCTION ENTRANCE

DIRECTION OF FLOW
>>>>SILT FENCEX XCONSTRUCTION FENCECIVIL LIMITS OF WORK PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:EROSION CONTROL September 30, 2021 04:39:33pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\EROSION CONTROL PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:39:33pm DATE:

DR21-0007
C92259 9
0GRAPHIC SCALE IN FEET
40 204080
NORTH
MATCHLINE SEE SHEET 10
EROSION CONTROL PLAN FOR:

1.INSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-1.2.INSTALL STORM DRAIN PROTECTION PER CASQA DETAIL SE-10.3.INSTALL SAND BAGS PER CASQA DETAIL SE-8.4.INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-3.5.PLACE SANITARY FACILITIES AWAY FROM STORM DRAIN INLETS.6.KIMLEY-HORN & ASSOCIATES (THE “CONSULTANT”) CONFIRMS TO DRIFTWOODTHAT CONSULTANT HAS PREPARED THESE PLANS IN ACCORDANCE WITH THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES).7.GRADED, DISTURBED, OR ERODED AREAS THAT WILL NOT BE PERMANENTLYPAVED, COVERED BY STRUCTURE, OR PLANTED FOR A PERIOD OVER 90 DAYSSHALL BE TEMPORARILY RE-VEGETATED WITH A NON-IRRIGATED HYDROSEED MIX,GROUND COVER, OR EQUIVALENT MATERIAL. SEE SHEET SEED MIX TABLE BELOWFOR MIX AND SPECIFICATIONS. NON-IRRIGATED HYDROSEED MIX SHALL BEINSTALLED BETWEEN NOVEMBER 1ST AND FEBRUARY 15TH. IF THE MIX IS TO BEINSTALLED OUTSIDE OF THISE TIME FRAME, INSTALLATION OF TEMPORARYABOVE-GROUND IRRIGATION SYSTEM WILL BE REQUIRED FOR ESTABLISHMENT OFHYDROSEED MIX.8.HYDROSEEDING PROCEDURES PER SECTION 4.4 OF THE LANDSCAPE STANDARDSSHALL BE AS FOLLOWS:·SEED MIXES SHALL BE SPECIFIED BY THE PURE LIVE SEED OF EACH SPECIES.·FIBER MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 POUNDS PERACRE EXCEPT WHEN USED IN CONJUNCTION WITH STRAW MULCH, WHEN ITSHALL BE APPLIED AT A MINIMUM RATE OF 400 POUNDS PER ACRE.·A WETTING GENT CONSISTING OF 95 PERCENT ALKYL POLYETHYLENE GLYCOLETHER SHALL BE APPLIED AS PER MANUFACTURERS' RECOMMENDATIONS.·EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT-INAGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY.THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMPCAPABLE OF APPLYING SLURRY UNIFORMLY.·INTERIM BINDER NOTE: GRADED, DISTURBED, OR ERODED AREAS TO BETREATED WITH A NON-IRRIGATED HYDROSEED MIX SHALL RECEIVE AN INTERIMBINDER/TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST FORDUST-EROSION CONTROL WITH SUBSEQUENT APPLICATION OF HYDROSEEDMIX DURING THE RAINY SEASON BETWEEN OCTOBER 1ST AND APRIL 1ST.

EROSION CONTROL NOTES
THE FOLLOWING BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE CALIFORNIASTORMWATER BMP HANDBOOK DATED JANUARY 2015, OR THE LATEST REVISEDEDITION, MAY APPLY DURING THE CONSTRUCTION OF THE PROJECT. ADDITIONALMEASURES MAY BE REQUIRED AS NEEDED:EC-1, SCHEDULINGEC-2, PRESERVATION OF EXISTING VEGETATIONEC-3, HYDRAULIC MULCHWE-1, WIND EROSION CONTROLNS-1, WATER CONSERVATION PRACTICESNS-3, PAVING AND GRINDING OPERATIONSNS-7, POTABLE WATER/IRRIGATIONNS-12, CONCRETE CURINGNS-13, CONCRETE FINISHINGWM-4, SPILL PREVENTION AND CONTROLWM-5, SOLID WASTE MANAGEMENTWM-7, CONTAMINATED SOIL MANAGEMENTWM-9, SANITARY/SEPTIC WASTE MANAGEMENTWM-10, LIQUID WASTE MANAGEMENTSE-7, STREET SWEEPING AND VACUUMING

APPLICABLE BEST MANAGEMENT PRACTICES
CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCEWITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATERDISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS.SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICALINVESTIGATIONCONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROLWHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY.

NOTES
INSTALL STORM DRAIN INLET PROTECTION PER CASQA DETAIL SE-10.2INSTALL TEMPORARY SILT FENCE PER DETAIL A, SHEET 10.3 >>
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SD
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X X X X X X X

SANTA MAYA
(47')
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295
14 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 5 00
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(54')
15' SETBACK
10' SETBACKRIGHT-OF-WAY

PROPERTY LINE

PROPERTY LINE
10' SETBACK

PROPERTY LINE

EXISTING U-DITCH TO REMAIN

EXISTING U-DITCH TO REMAIN
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PROPERTY BOUNDARY

CONSTRUCTION ENTRANCE

DIRECTION OF FLOW
>>>>SILT FENCEX XCONSTRUCTION FENCECIVIL LIMITS OF WORK PHONE: 619-234-9411WWW.KIMLEY-HORN.COM© 2021 KIMLEY-HORN AND ASSOCIATES, INC.401 B STREET, SUITE 600; SAN DIEGO, CA 92101CONSTRUCTION RECORDREFERENCESBYREVISIONSDATEAPP'DBENCH MARKSCALEDESIGNED BYDRAWN BYCHECKED BY Plotted By:Bielik, Joshua Sheet Set:Kha Layout:EROSION CONTROL (2) September 30, 2021 04:39:38pm K:\SND_LDEV\195034005 - Rockefeller Chula Vista Escaya\Design\PlanSheets - Entitlements\EROSION CONTROL PLAN.dwgThis document, together with the concepts and designs presented herein, as an instrument of serYice, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authori]ation and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.JB JSKDCONTRACTORINSPECTORDATE COMPLETEDC.V. DWG. NOS. HORIZONTALVERTICALN/AN/APLANS PREPARED UNDER SUPERVISION OF JOSHUA BIELIK, P.E.R.C.E. NO.DATE: DEVELOPMENT SERVICES DEPARTMENTDRAWING NO.XXXXX-XXSHEET OF ## LOCAL CITY OF CHULA VISTA BENCHMARK NO. 250,BEING A 1/2" BRASS PLUG SET INTO THE TOP OF THENORTHERLY CURB OF MAIN STREET AT THE CENTEROF A CATCH BASIN, 700'± E'LY OF NIRVANA AVENUE.IT HAS A PUBLISHED ELEVATION OF 129.42 FEET,NAVD88 APPROVED: DIRECTOR OF DEVELOPMENT SERVICES OR DESIGNEEPrint Date: September 30, 2021 04:39:38pm DATE:

DR21-0007
C92259 10
0GRAPHIC SCALE IN FEET
40 204080
NORTH
MATCHLINE SEE SHEET 9
EROSION CONTROL PLAN FOR:

GRATED INLET - PLAN VIEW
NOTES:

WOVEN FABRIC GRAVEL BAGFILLED WITH GRAVEL4" PVC PIPE FOR DRAINAGE

GRATED INLET - FRONT VIEW
ROW OF GRAVEL BAGS (18" MINIMUMWIDTH) & 18" MINIMUM HEIGHTGRATED INLET4" PVC PIPE FORDRAINAGE

EXTRA STRENGTH FILTER FABRIC NEEDEDWITHOUT WIRE MESH SUPPORTSTEEL ORWOOD POST

FLOWFLOWFLOW
10' MAX. SPACING WITH WIRESUPPORT FENCE 6' MAX. SPACING WITHOUTWIRE SUPPORT FENCE STEEL ORWOOD POST36" HIGH MAX.PONDING HEIGHTFILTER FABRICATTACHEDSECURELY TOUPSTREAM SIDEOF POSTRUNOFF 4"X6" TRENCHWITH COMPACTEDBACKFILL

PONDING HEIGHT
RUNOFF
GRAVELNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

STANDARD DETAILTRENCH WITH NATIVE BACKFILLALTERNATE DETAILTRENCH WITH GRAVEL BACK OF SIDEWALKGRAVEL FILLEDSANDBAGSARE TIGHTLYSTACKED(3 BAGS HIGH)CATCH BASIN(WHERE SHOWN)CURB INLETBACK OF CURB SPILLWAYSEE NOTE 5PLAN VIEW
A

APONDING HEIGHTSPILLWAYCURB INLETSIDEWALK

CATCH BASINSECTION A-A

1.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPINGSTREET SEGMENTS, WHERE WATER CAN POND AND ALLOWSEDIMENT TO SEPARATE FROM RUNOFF.2.SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC,ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY.3.LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE ASPILLWAY FOR OVERFLOW.4.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORMEVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THETRAVELED WAY IMMEDIATELY.5.FOR SUMP CONDITION: SPILLWAY SHALL BE 1 BAG HIGH AND BELOCATED ON BOTH SIDES OF THE CURB INLET. FOR FLOW-BYCONDITION: SPILLWAY SHALL BE 2 BAGS HIGH AND BE LOCATEDON THE UPSTREAM SIDE OF CURB INLET.

CURB INLET SEDIMENT BARRIER NOTES:

FILTER FABRIC TO BEUSED BENEATH THE ROCK
TIRE WASH RACKPER DETAIL BELOW12" THICK MIN UNLESS SPECIFIEDOTHERWISE BY GEOTECHNICAL ENGINEER

HARD SURFACEPUBLIC ROAD

1. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%.2. GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL.3. PLACE SEVERAL LAYERS OF GRAVEL BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER.4. LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY.5. PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE.6. PLACE FILTER FABRIC OVER WIRE MESH.7. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH (12" MINIMUM DEPTH OVER THE ENTIRE INLET OPENING).

CRUSHED AGGREGATE GREATERTHAN 3" BUT SMALLER THAN 6"WIDTH = 24' MIN. ORWIDER AS REQUIREDTO ACCOMMODATEANTICIPATED TRAFFIC LENGTH = 50' MIN. OR FOUR TIMESTHE CIRCUMFERENCE OF THELARGEST CONSTRUCTION VEHICLETIRE, WHICHEVER IS GREATERFINISHED GRADE GRAVEL BAG INLET PROTECTIONNTS

SILT FENCE DETAILNTS TIRE WASH RACKNTSSTABILIZED CONSTRUCTIONENTRANCE/EXITNTS INSTALL CONSTRUCTION ENTRANCE PER CASQA DETAIL TC-1.1INSTALL STORM DRAIN INLET PROTECTION PER CASQA DETAIL SE-10.2INSTALL TEMPORARY SILT FENCE PER DETAIL A, SHEET 10.3INSTALL ENTRANCE/OUTLET TIRE WASH PER CASQA DETAIL TC-3.4INSTALL CONTRACTORS STAGING AREA (MATERIAL STORAGE, WASTESTORAGE, SANITARY FACILITIES)5 Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/202133RD DR COMMENTS10/1/2021
5PARKING STALL COUNT
ELECTRICAL TRANSFORMER PAD:

FIRE TRUCK TURNING RADIUS:(PER CITY OF CHULA VISTA F.D.) FIRE HYDRANT (NEW PRIVATE U.N.O.):DOUBLE CHECK VALVE (PRIVATE):
19'-0"9'-0"
25'-0" HIGH PARKING LOT LIGHTS:

SITE ACCESSIBLE PATH OF TRAVEL(MIN. 4' WIDE)PARCEL LINES PATIO TABLE & BENCH W/ UMBRELLA, LITTER CANS W/RECYCLING PROVIDED AT EACH TABLE AREA. 1 PROPOSED REFUSE & RECYCLE ENCLOSURES
ACCESSIBLE PARKING STALL (9' WIDE X 18' DEEP),2% MAX. SLOPE IN ANY DIRECTION. VANACCESSIBLE ON LEFT SIDE OF MARKED 8' WIDESTEP-OUT

SHORT-TERM BIKE PARKING - LOOP BIKE RACK
CARPOOL AND ZERO EMISSION PARKING STALLSELECTRIC VEHICLE CHARGING STATIONS (RACEWAY INSTALLED)OUTDOOR AMENITY AREA - REFER ALSO TO LANDSCAPE PLANS42" DOCK WALL PER CIVILGAS STUB UPFIRE CONTROL ROOMRETAINING WALLS PER CIVILELECTRICAL ROOM TYPICAL PARKING STALLS:2
3456

SITE PLAN
7891011
RETAINING WALL PER CIVIL DRAWINGS1213MONUMENT SIGN14
1AS3
13 5
11101010
9 7 8
11 12
10888
7 10
11 97 9
7 9
8 8
8 EV CHARGING

CLEAN AIR /CARPOOL / EV

EV CHARGING

CLEAN AIR /CARPOOL / EV

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGING

MAILBOX
USPS
11EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV

EV CHARGING
7 EV CHARGING
8 EV CHARGING

EV CHARGING

EV CHARGING
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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HERITAGE ROAD
26'-0"
19'-0"
120'-0"
19'-0"26'-0"
45'-0"DRIVE
30'-0"
44'-0"19'-0"6'-0"
19'-0"
19'-0"26'-0"
10'-0"S.B.
10'-0"S.B.
15'-0"S.B.
19'-0"26'-0"10'-0"
26'-0"
26'-0"19'-0"
100'50'10'0
35'-0"19'-0"6'-0"52'-0"DRIVE
30'-0"10'-0"
10'-0"30'-0"
10'-0"19'-0"26'-0"19'-0"19'-0"26'-0"
24'-0"
10'-0"19'-0"26'-0"19'-0"

PROPERTY LINE

PROPERTY LINEPROPERTY LINE

PROPERTY LINE

PROPERTY LINE
A102,400 SF 1ST 2,500 SF MEZZ 104,900 SF TOTALC 38,600 SF 1ST 2,000 SF MEZZ 40,600 SF TOTALB 53,700 SF 1ST 2,000 SF MEZZ 55,700 SF TOTAL DRIVE AISLE CROSSINGS WITH THE FOLLOWING FOR PEDESTRIAN SAFETY : ACCESSIBLEPATH AT LESS THAN 2% SLOPE, PAINTED 4-FT. W. PEDESTRIAN PATH WITH DIRECTIONALSIGNAGE, ACCESSIBLE CURB RAMPS PER CITY STDS., TRUNCATED DOME INDICATORSPER CITY STDS. AT DRIVE AISLE CROSSINGSACCESSIBLE RAMP TO PUBLIC RIGHT OF WAYSANTA MAYA 9'-5"19'-0"30'-0"19'-0"13'-6"

OFFICE FUTURE OFFICEOFFICE
36'-2"
OFFICE

FUTUREOFFICE
SLAB SLOPES AT .5%
SLAB SLOPES AT .5%
1 1
2 22 2
3TYP. OF 11
3TYP. OF 83TYP. OF 6
4TYP. OF 8
4TYP. OF 5
4TYP. OF 4
5 5
5 6
6 7
77 77
88 999
10TYP.
1111 11
12 1212 14
1 TOTAL BUILDING AREA104,900 S.F. (INCLUDING 2,500 SF OF MEZZANINE)PARKING RATIOOFFICE: 1/300WAREHOUSE: 1/1000TOTAL REQUIRED PARKING SPACESOFFICE = 7,000 SF @ 1/300 = 23 STALLSWAREHOUSE = 97,900 SF @ 1/1000 = 98 STALLS119 STALLS REQUIRED132 STALLS PROVIDEDFUTURE ELECTRIC VEHICLE CHARGING 7 REQUIRED8 PROVIDED (RACEWAY INSTALLED)CLEAN AIR / VANPOOL / EV11 REQUIRED11 PROVIDEDSHORT-TERM BICYCLE PARKING132 STALLS X .05 = 7 REQUIRED7 PROVIDED (OUTDOOR BIKE RACKS PER LANDSCAPE)ACCESSIBLE STALLS6 ACCESSIBLE STALLS (INCLUDING 1 VAN ACCESSIBLE STALL) BUILDING A :

PROPERTY LINE
15'-0"S.B.D-DAS3
A-AAS3B-BAS3C-CAS3
TRASH ENCLOSURE- SEEALL GREEN WASTE/GRASS CLIPPINGS WILL BE RECYCLED BY THE CONTRACTEDLANDSCAPE MAINTENANCE COMPANY AND WILL NOT BE DISPOSED OF IN THE LANDFILL.ALL CONCRETE IS 4200 PSI AND RATED TO WITHSTAND THE TONNAGE OF FULLY LOADEDTRASH TRUCKS (MINIMUM THREE TRUCKS PER WEEK) 18NOT USED19MOW CURB (SEE CIVIL DRAWINGS)
19TYP.
19TYP.
19TYP.

USPS PARKING STALL w/ ADJACENT GROUND-MTD. TENANT MAILBOX W/LETTER LOCKERMAILBOX ON A 6" SLAB20ACCESSIBLE RAMP AND TILT UP CONCRETE RETAINING WALL 20 21BENCH FOR BOTTOM OF RETAINING WALL AND ACCESS PATH (SEE CIVIL) 21TYP.

Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/202133RD DR COMMENTS10/1/2021
TRASH ENCLOSURE PLAN 1/4" = 1'-0"
CONC. SLABCONC. PAVING
2AS2
5AS2TYP.
5AS23AS2
LINE OF CANOPY ABOVE1'-0"O.H.1'-0" LINE OF BEAM ABOVECOLUMN (4 PLACES) 1'-0"2'-4"O.H.<
<
6AS24"
8'-10"
SLOPE 1/4" / FT.TYPICAL
6''H CURB
8"
4-YD. TRASH BIN4-YD.RECYCLE BIN
SLOPE 1/4" / FT.TYPICAL6" 8"
6"
9'-2"19'-0"2"4"2"9'-2"2"4"2" 4AS2
6" TALL BY 8" DEEP CURBAROUND SIDES AND BACK WALL
6"
12' DEEP CONCRETEAPRON. ENTIRE SITE ISVEHICULAR CONCRETEPAVING AT 4200 PSI INTERIOR TRASHENCLOSURE DIMENSIONSSHALL NOT BE LESSTHAN 16' WIDE 18'-4"
6'-0"
6"
1'-6"8"
8"
3'-6"
3X10 TS BEAMCAP ENDS1 1/2" METAL DECK SOLID ROOFCOVERING OVER ENCLOSUREWELD PLATE EMBED

FINISH GRADE PER CIVIL
3/4" x 3/4" CHAMFERED CORNERS5 1/2" THK CONC. TILT-UP PANELPAINT BOTH SIDES PERELEVATIONS TOLLED CURB EDGES. TYP.
1/2" = 1'-0"
3" = 1'-0"
"TS" 4 x 4 x 1/4 - CAP BOTHENDS AND WELD TO ANGLE.

VERTICALLY APPLIED STEEL DECKING.PATTERN NO. PER ELEVATIONCONT. ANGLE 2 1/2" x 2 1/2" x 3/16" THK. FRAME ALL SIDES4''x 4'' EXTRA HEAVY DUTY FULLSURFACE HINGE. TYP. OF (4)FOUR AT EQUAL SPACING PERJAMB.

CONT. ANGLE 2" x 2" x 3/16"AT MID-HEIGHT
3" = 1'-0"
CONSTRUCTION - GRIND ALLBURRS SMOOTH PRIOR TO PRIME AND PAINTNOTE : GATE IS ALL WELDED CONT. ANGLE 2 1/2" x 2 1/2" x 3/16" THK. FRAME ALL SIDES 3/16"
112"
3/16"

WALL PER STRUCTURAL
4''x 4'' EXTRA HEAVY DUTY FULLSURFACE HINGE. TYP. OF (4)FOUR AT EQUAL SPACING PERJAMB.4 x 4 x | TUBE STEEL POST VERTICALLY APPLIED STEEL DECKING.PATTERN NO. PER ELEVATIONCONT. ANGLE 2" x 2" x 3/16"AT MID-HEIGHT TRASH ENCLOSURE ELEVATION1/4" = 1'-0"
STL. JAMBW/ PADLOCK CATCHHORIZ. CANE BOLT
BOLT ANCHOR HOLE4" DEEP VERT. CANEDRILLED INTO CONC.

VERTICALLY APPLIED 16 GA. PRIMEDAND PAINTED STEEL DECKING BY BHPSTEEL BUILDING PRODUCTS.(PATTERN NO. BF-36)4AS2 5AS2TYP.6''5'-6''7''7''15''15''
1'-0"
2'-6"
NOTE:1. ALL STEEL TO BE GALVANIZED AND PAINTED.COLOR T.B.D. BY ARCH.2. WALL MATERIAL - TILT UP CONCRETE PERSTRUCTURAL6'-0" (QTY=2)
(QTY=3)
8'-0". MIN. CLR.FOR OPNG. BIN LIDS
1/4" = 1'-0"

SIDE ELEVATION
1/4" PER FOOT2'-6"
FRONT
REAR6'-0"
NOTE:1. ALL STEEL TO BE GALVANIZED AND PAINTED.COLOR T.B.D. BY ARCH.2. WALL MATERIAL - TILT UP CONCRETE PERSTRUCTURAL 8'-6"
10'-0" +/-

TRASH ENCLOSURE

PAINTED BLUEBACKGROUND
INTERNATIONAL SYMBOL OFACCESSIBILITY STALL EMBLEM(PAINTED WHITE SYMBOL) PERC.B.C. SECTION 11B-502.6.4 AND11B-703.7.2.1

PAINTED WHITE BORDER
CBC 20192010 ADASAD
CENTER SYMBOL IN EACHACCESSIBLE STALL.3'-0"
3'-0"
2" TYP.
2" TYP.

R6"
LOWER SIDE ALIGNEDWITH THE END OF THEPARKING SPACE1" = 1'-0" PTD. PARKING ACCESSIBILITY SYMBOL "NO PARKING" & PED. WALKWAY STRIPINGCBC 20192010 ADASAD1/4" = 1'-0" DIAGONAL STRIPING w/4" WIDE STRIPES,WHITE TRAFFIC PAINT(2 COATS), TYP.

FACE OF COLUMN,WALL, OR CURBTYP.3'-0"1'-0"1'-0"1'-0"
45°2"2"
NOTE: ACCESSIBLE AREAS SHALL HAVE 4" WIDE BLUE PAINT STRIPING 1 1/2" = 1'-0"DETECTABLE WARNING @ ZERO CURB
MAINTAIN 3'-0" WIDECOMPLIANT SLOPE AT ZERO CURB OR RAMP1/4" CONTINUOUS EXPANSION JOINT WHEREOCCURS @ CONCRETE PER PLAN, @ A.C.PROVIDE FLUSH CONDITION WITH NO JOINT THICKEN SLAB TO 6" @ DOMES
6" 3'-0" MIN.CONC. OR A.C. PAVING O/ BASE PER CIVIL, F.S.FLUSH WITH ADJACENT SURFACE 10-
1/4" JOINT @ CONC.
1/8" RADIUS6"
2"

CONCRETE SIDE WALK OR RAMP PER PLANSMUD SET TRUNCATED DOME TILES,TRUNCATED DOME PATTERN PERCOLOR PER LANDSCAPE DRAWINGS 4"

THICKENED EDGE
ZERO CURB, WHERE REQUIRED PAINT RED WITH"NO PARKING FIRE LANE" PER CITY FIRE DEPT. 1 1/2" = 1'-0"CONCRETE WHEEL STOP

ASPHALT PAVING
ROCK BASE#4 STEEL REBARS @ 1 FT. EA.SIDE OF EVERY JOINT

CONCRETE WHEEL STOPPAINTED SAFETY YELLOW
6"

IDENTIFICATION SIGN
12- 13-
14- 4" WIDEBLUESTRIPES
CONC. CURB
MAX. SLOPE IN ANYDIRECTION SHALL BE 1.5%
ACCESS AISLESTRIPING PERCONC. WHEELSTOP PER
"NO PARKING WHITELETTERING
19-
PEDESTRIAN ROUTE -4" WIDE WHITE STRIPINGWHERE SHOWN ON PLANS1/8" = 1'-0" ACCESSIBLE PARKING STALL TYP. 4" WIDE WHITE PAINTSTRIPES - TYP. ATNON-ACCESS. STALLS
17-

TRUNCATEDDOMES PER
3'-0"1'-0"
9'-0" MIN.8'-0"ACCESS AISLE9'-0" MIN.5'-0"ACCESS AISLE
18-
18'-0" MIN.
4" WIDE PARKING STALLSTRIPES, WHITE TRAFFICPAINT (2 COATS), TYP.

VAN ACCESSIBLERESERVED
1/2'' RADIUS1/16'' ALUMINUM SIGN W/ BLUEBACKGROUND W/ WHITESYMBOLINTERNATIONAL SYMBOL OFACCESSIBILITY PER CBC SEC11B-703.7.2.1 MIN. FINE $250MIN. FINE PER CBC 11B-502.6.260" MIN. A.F.F. OR GROUNDSURFACE MEASURED TOTHE BOTT. OF THE SIGNPER CBC 11B-502.6 - SIGNSLOCATED IN ANACCESSIBLE ROUTE TO BE80" MIN. A.F.F.FINISH SURFACE12" 1"
24"NOTE:CONTRACTOR TO SUBMIT SHOPDWGS. IN ACCORDANCE WITHTHE CITY'S DESIGN GUIDELINES 1-3/4" DIA. GALV. STL PIPE1"
NOTE:SIGN TO BE CENTEREDAT THE INTERIOR ENDOF THE PARKING SPACESIGN SHALL BEREFLECTORIZED WITH AMIN. AREA OF 70 SQ.INCHES 10"
7"
DESIGNATES FOR "VANACCESSIBLE" ONLY WHEREINDICATED ON PLANWHITE LETTERS ON BLUEBACKGROUND, TYP.

ACCESSIBLE PARKING SIGN-VANCBC 20192010 ADASAD3" = 1'-0" 1/2'' RADIUS1/16'' ALUMINUM SIGN W/ BLUEBACKGROUND W/ WHITESYMBOLINTERNATIONAL SYMBOL OFACCESSIBILITY PER CBC SEC11B-703.7.2.1 MIN. FINE PER CBC 11B-502.6.2
FINISH SURFACE12"
1"
24"NOTE:CONTRACTOR TO SUBMIT SHOPDWGS. IN ACCORDANCE WITHTHE CITY'S DESIGN GUIDELINES 1-3/4" DIA. GALV. STL. PIPE1"
NOTE:SIGN TO BE CENTEREDAT THE INTERIOR END OFTHE PARKING SPACESIGN SHALL BEREFLECTORIZED WITH AMIN. AREA OF 70 SQ. INCHES 10"
7"
WHITE LETTERS ON BLUEBACKGROUND, TYP.RESERVEDMIN. FINE $25060" MIN. A.F.F. OR GROUNDSURFACE MEASURED TOTHE BOTT. OF THE SIGN PERCBC 11B-502.6 - SIGNSLOCATED IN AN ACCESSIBLEROUTE TO BE 80" MIN. A.F.F.

ACCESSIBLE PARKING SIGNCBC 20192010 ADASAD3" = 1'-0"
LIMIT OF REQUIRED CONC.SIDEWALK LEVEL CLEARAREA W/ 1.5% MAX. SLOPE.IN ANY DIRECTIONS DETECTABLE WARNINGS(TRUNCATED DOMES) PERCBC 11B-705.1 & PERDETAIL 48" MIN.CLR. AREA
36" MIN.SLOPED CURB48" MIN.ZERO CURBSLOPED CURBCURB FACE ACCESSIBLE CURB RAMPCBC 20192010 ADASAD1/4" = 1'-0"
10-

1.5%MAX.7.5% MAX.9.5% MAX.SLOPE9.5% MAX.SLOPE
GUARDRAIL @ RETAINING WALL1/2" = 1'-0"
1-1/2'' O.D. STANDARD STEEL PIPE TOPRAIL PARALLEL TO STAIR STRINGER w/WELDS GROUND SMOOTH - PAINTED1-1/2'' O.D. STANDARD STEEL PIPEGUARDRAIL SUPPORTS AT 6'-0'' O.C. ANDAT TOP AND BOTTOM W/ WELDS GROUNDSMOOTH - PAINTED1'' O.D. STANDARD STEEL PIPEINTERMEDIATE RAILS PARALLEL TO STAIRSTRINGER w/ WELDS GROUND SMOOTH-PAINTED2" x 9" x 3/16" PIPE SLEEVE SETIN WALL

MSE RETAINING WALL PER GRADINGPLANS
30" MAX
3'-0"
42" MIN
NOTE: GUARDRAIL SHALL BE PROVIDEDWHERE CHANGE IN GRADE EXCEEDS 30"WITHIN 3'-0" OF THE WALL 1/4" = 1'-0"

LINE OF BUILDING 'C' BEYOND
291.90PER CIVIL12 TREADS @ 11" EA. = 10'-1"
298.75PER CIVIL
5'-0"LANDING6"3'-0"
3'-6"
GUARDRAIL SHALL NOT PASS A4" SPHERE

TILT UP RETAINING WALL PERSTRUCTURAL

HARDSCAPE BEYOND PER CIVIL
EXTERIOR STAIRS SHALL HAVE THE UPPERAPPROACH AND ALL TREADS MARKED BY ASTRIPE PROVIDING CLEAR VISUALCONTRAST. PER CBC SECTION 11B-504.4.1FOR ADDITIONALINFO SEE DETAIL4TS4

PROPERTY LINE

PROPERTY LINE
10' SETBACK
10' SETBACK
SLAB SLOPES .5%F.F.E. 284.65' F.F.E. 286.70'

PROPERTY LINE

LOT 'E'BUILDING 'A'LOT 'D'

PROPERTY LINE

HERITAGE RD
RETAININGWALLGEOGRID RETAININGWALL +/- 10' TALL
VARIES 35'-80'

LINE OF SIGHT
PROPERTY LINE10' SETBACK

PROPERTY LINE

PROPERTY LINEPROPERTY LINE
10' SETBACK

HERITAGE RD

LOT 'E'BUILDING 'B'LOT 'D'
F.F.E. +/- 290.55'
VARIES15'-30'
F.F.E. 298.80'

PROPERTY LINEPROPERTY LINE
PROPERTY LINE10' SETBACK

PROPERTY LINE
LOT 'E'BUILDING 'C'LOT 'D'10' SETBACK
HERITAGE RDRETAININGWALL14'-0"

PROPERTY LINEPROPERTY LINE

DRIVEWAY
PROPERTY LINE15' SETBACK

PROPERTY LINE

LOT LINE

BUILDING 'C'BUILDING 'B'BUILDING 'A'
15' SETBACK
19'-0" PARKING STALL3'-0"
2'-6"BENCH
VINES OVERHANGING42" HIGH GUARDRAILPROPERTY LINESHRUBS TO SCREENVEHICLE HEADLIGHTS+/- 10' GEOGRID RETAININGWALL Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021
010'40'100' SCALE: 1" = 40'-0"1" = 40'-0"A-ASITE SECTION A-A 010'40'100' SCALE: 1" = 40'-0"1" = 40'-0"B-BSITE SECTION B-B 010'40'100' SCALE: 1" = 40'-0"1" = 40'-0"C-CSITE SECTION C-C 010'40'100' SCALE: 1" = 40'-0"1" = 40'-0"D-DSITE SECTION D-D

SITE SECTIONS
1/8" = 1'-0"ENLARGED SITE SECTION
1AS3
1 Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021
FIRE CONTROLROOMELECT. RM.

BUILDING A - FLOOR PLANS
UP
SKYLIGHT ABOVE- TYP.

COLUMN- TYP.

GAS STUB UP LOCATION

MAIN ENTRY
4A3.1
3'X8' PAINTED METALMAN DOOR- TYP.

CANOPY ABOVE w/ METALCLADDING016'32'8'
B
A
C
4 2 135
F
J
6 D
E
G

1.1 H
58'-0" 298'-0"60'-0" 60'-0" 60'-0" 51'-0"
405'-0" 48'-6"48'-0"52'-0"52'-0"52'-0"50'-0"50'-6"
J
H
60'-0" 60'-0"
50'-6"
4 35
DN
42" HIGH DOCK WALL12'X14' GRADELEVEL DOOR
12'X14' GRADELEVEL DOOR
9'X10' DOCK LEVEL DOOR-TYP. OF 12
EXTERIOR CONC. LOADINGDOCK STAIRS w/ PAINTEDMETAL HANDRAILS

KNOCKOUT PANELS

KNOCKOUTPANELS
1A3.1
3A3.1
6A3.1
STOREFRONT SYSTEM PEREXTERIOR ELEVATIONS- TYP.

FUTURE 2,000 SFOFFICE SPACE
86'-5"
31'-0"
9'-6"5'-0"20'-10"
2A3.1
330'-4"
3' X 8' PAINTED METALMAN DOOR- TYP.
2,500 SFOFFICE SPACE2,500 SFOPEN OFFICE SPACE
42" HIGH DOCK WALL

TELEPHONE

LADDER FORROOF ACCESS
42" LOW WALL
86'-5"
31'-0"
126°
133°
137°5A3.1

FULL HEIGHT WALL
9'-0"

FULL HEIGHT WALL
CANOPY ABOVE w/ METALCLADDING
A102,400 SF 1ST 2,500 SF MEZZ 104,900 SF TOTAL 52'-0"
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021 BUILDING B - FLOOR PLANS
3A3.2
COLUMN- TYP.

CANOPY ABOVE w/METAL CLADDING STOREFRONT SYSTEMPER EXTERIORELEVATIONS- TYP.

B
A
C
D
E
4 2 13567
LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'

WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM
OFFICE10' x 12'
016'32'8'
016'32'8'
348'-0"
40'-0"187'-4"50'-0"60'-0"37'-4"
60'-0"
62'-0"56'-0"56'-0"56'-0"56'-0"62'-0"
2'-0"
2'-0"
60'-0"
4 2 13567 348'-0" 62'-0"56'-0"56'-0"56'-0"56'-0"62'-0"
37'-4"
FUTURE 2,000 SFOFFICE SPACE
12'X14' GRADELEVEL DOOR12'X14' GRADELEVEL DOOR
9'X10' DOCK LEVEL DOOR-TYP. OF 8
MAIN ENTRY 1A3.2
4A3.2
2A3.2 EXTERIOR CONC. LOADINGDOCK STAIRS w/ PAINTEDMETAL HANDRAILS DN
UP
42" HIGH DOCK WALL42" HIGH DOCK WALL
3' X 8' PAINTED METALMAN DOOR- TYP.
2,000 SFOFFICE SPACE
2,000 SFOPEN OFFICE SPACE
FIRE CONTROLROOMELECT. RM.GAS STUB UP LOCATION
9'-6"5'-0"20'-0"

TELEPHONELADDER FOR ROOF ACCESS
36'-2"
42" LOW WALL
63'-0"
34'-6" 34'-6"

FULL HEIGHT WALL

FULL HEIGHT WALL
D
E
B53,700 SF 1ST 2,000 SF MEZZ 55,700 SF TOTAL SKYLIGHT ABOVE- TYP.

COLUMN- TYP.
3' X 8' PAINTED METALMAN DOOR- TYP.
9'X10' DOCKLEVEL DOOR-TYP. OF 4
12'X14' GRADELEVEL DOOR
DN
2,000 SFOFFICE SPACE
2,000 SFOPEN OFFICE SPACE
CANOPY ABOVE w/METAL CLADDINGMAIN ENTRY
STOREFRONT SYSTEMPER EXTERIORELEVATIONS- TYP.
42" HIGH DOCK WALL
FIRE CONTROLROOMELECT. RM.

GAS STUB UPLOCATION9'-6"5'-0"20'-0"

TELEPHONELADDER FORROOF ACCESS
42" LOW WALLFULL HEIGHT WALL63'-0"
35'-4"FULL HEIGHT WALL
20'-0"
63'-0"
35'-4"
ED
C 38,600 SF 1ST 2,000 SF MEZZ 40,600 SF TOTAL Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021 BUILDING A - ROOF PLAN
016'32'8'
B
A
C
4 2 135
F
J
6 D
E
G

1.1 H
58'-0" 298'-0"60'-0" 60'-0" 60'-0" 51'-0"
405'-0" 48'-6"48'-0"52'-0"52'-0"52'-0"50'-0"50'-6"
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE
SKYLIGHT- TYP.

ROOF HATCH

RIDGE RIDGE RIDGE
CLASS 'A' 4 PLYBUILT UP ROOF
4A3.1
1A3.1
3A3.1 6A3.1
2A3.1
ROOF AREA=REQUIRED SKYLIGHT AREA = x 3% = SFMINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF)TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING =TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA)

SOLAR ZONE CALCULATION
ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING.

DENOTES MIN. ROOF SLOPE FLOW LINE1/4'' / FT.SLOPET.O.P.0'-0"0'-0"ROOF ELEVATION, FINISH FLOOR TO TOP OFROOF SHEATHING (TYP U.O.N.)TOP OF PARAPET ELEVATION, FINISH FLOOR TOTOP OF PARAPET (TYP U.O.N.) ROOF PLAN LEGEND:

ROOF CALCULATIONS:

SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCHAND FALL PROTECTION PER OSHA REQUIREMENTS SF TOTAL ROOF AREA-SF TOTAL REQUIRED SKYLIGHT AREASF x 15% = SF= REQUIRED SOLAR AREA= PROPOSED SOLAR AREA 102,400 SF102,400 SF 30729696
102,4003,07299,328 14,90014,90014,900 SOLAR ZONE2,980 SF
SOLAR ZONE2,980 SF
SOLAR ZONE2,980 SF
SOLAR ZONE2,980 SF
SOLAR ZONE2,980 SF

ROOFTOP MECHANICALEQUIPMENT (SCREENEDFROM VIEW BYPARAPET) 43'-0"T.O.P. 43'-0"T.O.P.
38'-0"T.O.P.
38'-0"T.O.P.
38'-0"T.O.P.
38'-0"T.O.P.
38'-0"T.O.P. 39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.
39'-0"T.O.P.
6'-0"
4'-0"
12'-0"T.O. CANOPY

FUTURE ROOFTOPMECHANICALEQUIPMENT (SCREENEDFROM VIEW BYPARAPET) 5A3.1
9'-0"
12'-0"T.O. CANOPY
52'-0"
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021 BUILDING B - ROOF PLAN
SKYLIGHT- TYP. B
A
C
D
E
4 2 13567
016'32'8'
348'-0"
40'-0"187'-4"50'-0"60'-0"37'-4"
62'-0"56'-0"56'-0"56'-0"56'-0"62'-0"
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE

RIDGE RIDGE

ROOF HATCH
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE CLASS 'A' 4 PLYBUILT UP ROOF
3A3.2
1A3.2
4A3.2
2A3.2
ROOF AREA=REQUIRED SKYLIGHT AREA = x 3% = SFMINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF)TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING =TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA)

SOLAR ZONE CALCULATION
ROOF CALCULATIONS:

SF TOTAL ROOF AREA-SF TOTAL REQUIRED SKYLIGHT AREASF x 15% = SF= REQUIRED SOLAR AREA= PROPOSED SOLAR AREA ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING.

SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCHAND FALL PROTECTION PER OSHA REQUIREMENTS 53,700 SF53,700 SF 1,6115050
53,7001,61152,089 7,8137,8137,815 SOLAR ZONE2,605 SF SOLAR ZONE2,605 SFSOLAR ZONE2,605 SF 36'-0"T.O.P. 36'-0"T.O.P.
36'-0"T.O.P.
36'-0"T.O.P.
36'-0"T.O.P.
36'-0"T.O.P.
36'-0"T.O.P.
40'-0"T.O.P.
40'-0"T.O.P.40'-0"T.O.P. 35'-0"T.O.P.35'-0"T.O.P.
35'-0"T.O.P. 35'-0"T.O.P.

FUTURE ROOFTOPMECHANICAL EQUIPMENT(SCREENED FROM VIEW BYPARAPET)ROOFTOP MECHANICALEQUIPMENT (SCREENEDFROM VIEW BY PARAPET) 31'-11"
35'-0"T.O.P.12'-0"T.O. CANOPY 12'-0"T.O. CANOPY
4'-0"
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021 BUILDING C - ROOF PLAN
016'32'8'
59'-0"277'-5"
35'-0"155'-0"
A
C
E
4 2 1356
D
B
56'-5"56'-0"56'-0"50'-0"
60'-0"

ROOF HATCH
CLASS 'A' 4 PLYBUILT UP ROOF
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE 1/4" : 12" MIN. SLOPE RIDGE
1/4" : 12" MIN. SLOPE1/4" : 12" MIN. SLOPE
3A3.3
1A3.3
4A3.3
2A3.3
38,600 SF38,600 SF 1,1583636
38,6001,15837,442 5,6165,6165,616 ROOF AREA=REQUIRED SKYLIGHT AREA = x 3% = SFMINIMUM SKYLIGHT SIZE = 4' X 8' (32 SF)TOTAL NUMBER OF SKYLIGHTS REQUIRED FOR DAYLIGHTING =TOTAL NUMBER OF SKYLIGHTS PROVIDED = SKYLIGHT PER CEC SECTION 140.3 (MINIMUM 3% OF ROOF AREA)

SOLAR ZONE CALCULATION
ROOF CALCULATIONS:

SF TOTAL ROOF AREA-SF TOTAL REQUIRED SKYLIGHT AREASF x 15% = SF= REQUIRED SOLAR AREA= PROPOSED SOLAR AREA ROOF HEIGHTS ARE GIVEN ABOVE THE FIRST FLOOR FINISH SLAB ELEVATIONS TO TOP OF ROOF SHEATHING.

SINGLE CURB MOUNTED SINGE DOME SKYLIGHT WITH SMOKE HATCHAND FALL PROTECTION PER OSHA REQUIREMENTS SOLAR ZONE1,872 SFSOLAR ZONE1,872 SFSOLAR ZONE1,872 SF
4'-0" ROOFTOP MECHANICALEQUIPMENT (SCREENEDFROM VIEW BY PARAPET) SKYLIGHT- TYP.
40'-0"T.O.P.35'-0"T.O.P.12'-0"T.O. CANOPY35'-0"T.O.P.35'-0"T.O.P. 35'-0"T.O.P. 35'-0"T.O.P.
40'-0"T.O.P.
36'-0"T.O.P.
36'-0"T.O.P. 36'-0"T.O.P.
36'-0"T.O.P.
31'-7"31'-7"
20'-0" 40'-0"
123456789101112

B ACGJ DEH F

BA C G JD E HF
42 3 5 61.1
4 2 1356

BUILDING A- EXTERIOR ELEVATIONS
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021
+39'-0"
+/-0''-0"
+43'-0"
+/-0''-0"
+39'-0"
+/-0''-0"
+40'-0"
+/-0''-0"
+38'-0"
+39'-0"
+/-0''-0"
+43'-0"+38'-0"

T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T

T T T T T T
1 2
3TYP.TYP.3TYP.4TYP.4TYP.
5 6TYP.8TYP.
13TYP. TYP.4TYP.3TYP. 4TYP.
3TYP.4TYP. 3TYP.1TYP.
4TYP. 31 TYP.TYP.
4TYP.1TYP.3TYP.3TYP.
1SCALE: 1/16" = 1'-0"016'32'8'2SCALE: 1/16" = 1'-0"016'32'8' 3SCALE: 1/16" = 1'-0"016'32'8'
4SCALE: 1/16" = 1'-0"016'32'8'
6SCALE: 1/16" = 1'-0"016'32'8'

CONCRETE TILT-UP PANEL JOINTALUMINUM STOREFRONT DOOR
STOREFRONT GLAZING: 1/4" VISTACOOL PACIFICA + 1/2" AIR SPACE + 1/4" SOLARBAN 90 VT INFULLY CAPTURED 2"x4 1/2" FRONT SET GLAZED ALUMINUM MULLION SYSTEM. COLOR:DURANAR UC106683F SUNSTROM GALAXY SILVER*APPLIES TO ALL WINDOWS U.N.O. 3/4" 'V' GROOVE REVEAL IN CONCRETE TILT-UP PANELALUMINUM STOREFRONT SYSTEM- 2" X 4 1/2" FRONT SET CAPTURED HORIZONTAL ANDPERIMETER. BUTT GLAZED VERTICALCANOPY W/ PREFINISHED ALUMINUM CLADDING PANELS. PPG DURANAR SUNSTROM GALAXYSILVER UC106683F TEMPEREDT =VISION GLASS 1/4" VISTACOOL PACIFICA OVER PAINTED CONCRETE 9'X10' ALUMINUM DOCK LEVEL ROLL-UP DOOR WITH WINDOW PANEBUTT GLAZED WINDOW JOINT TYP.

PAINTED CONCRETE TILT-UP PANEL FIELD COLOR: SW 6000 SNOWFALLPAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #1: SW 9163 TIN LIZZIEPAINTED CONCRETE TILT-UP PANEL ACCENT COLOR #2: SW 7068 GRIZZLE GRAY 12'X14' ALUMINUM ROLL-UP GRADE LEVEL DOOR WITH WINDOW PANEKNOCK OUT PANEL 123456789
ELEVATION KEY NOTES:

MATERIAL SCHEDULE:

NOT ALL KEYNOTES ARE USED ON THIS SHEET
3' X 8' PAINTED METAL MAN DOOR10EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11ROOF OVERFLOW THROUGH WALL SCUPPER12WALL MOUNTED LIGHT FIXTURE13

T T T T T T
10TYP.
11TYP.
+43'-0"
+/-0''-0"
+38'-0"
T T 7TYP.
999
999
99 99
12TYP. 13TYP.
13TYP.9'-8"
35'-0" TYP.
35'-0" TYP.

CL
CL
35'-0" TYP.

CL
CL
5SCALE: 1/16" = 1'-0"
5 5
5 10TYP. 10TYP.
10TYP.
4 2 13567

BUILDING B- EXTERIOR ELEVATIONS
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021
016'32'8'
016'32'8'
016'32'8'
016'32'8'

MATERIAL SCHEDULE:

NOT ALL KEYNOTES ARE USED ON THIS SHEET
3' X 8' PAINTED METAL MAN DOOR10EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11ROOF OVERFLOW THROUGH WALL SCUPPER12WALL MOUNTED LIGHT FIXTURE13 +40'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+35'-0"
+/-0''-0"
+40'-0"
+/-0''-0"
+35'-0"
-4''-0" -4''-0"
+40'-0"+35'-0"
+36'-0"
+/-0''-0"+/-0''-0"
+40'-0"+35'-0"
B ACDE

BA C D E
421 3 5 6 7
12345678
1SCALE: 1/16" = 1'-0"
2SCALE: 1/16" = 1'-0"
3SCALE: 1/16" = 1'-0"
4SCALE: 1/16" = 1'-0"
1 2
3TYP.TYP.3TYP.4TYP. 4TYP.
5 7TYP.
1TYP. 4TYP.
1TYP.3TYP.4TYP.3TYP. 1TYP.
4TYP.3TYP.
6TYP. 8 8
1TYP.4TYP.4TYP.3TYP.

TTTTTT

TTT TTT

TTTTTTTTTT

TTTTTTTTTT
TTT
TTT

TTTTTTT

TTTTTTTTTTTTT
TTTTTT
TTTTTT
10TYP. 11TYP.

TYP.
12TYP.13TYP.
13TYP.
31'-0" TYP.

CL
31'-0" TYP.

CL
5'-0"
5'-0"
5'-0"

BUILDING B- EXTERIOR ELEVATIONS
5TYP.
5TYP.
9 9
1234
421 3 5 6
4 2 1356
ACED B

A C ECB

BUILDING C- EXTERIOR ELEVATIONS
Sheet NumberJob NumberScale
Drawing DateCheck ByDrawn By
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com DR21-0007DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates
- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #H E R I T A G E I N D U S T R I A LC E N T E RH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 22ND DR COMMENTS8/20/2021
016'32'8'
016'32'8'
016'32'8'
016'32'8'

MATERIAL SCHEDULE:

NOT ALL KEYNOTES ARE USED ON THIS SHEET
3' X 8' PAINTED METAL MAN DOOR10EXTERIOR CONC. LOADING DOCK STAIRS w/ PAINTED METAL HANDRAILS11ROOF OVERFLOW THROUGH WALL SCUPPER12WALL MOUNTED LIGHT FIXTURE13 1SCALE: 1/16" = 1'-0"
2SCALE: 1/16" = 1'-0"
3SCALE: 1/16" = 1'-0"
4SCALE: 1/16" = 1'-0"
+40'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
+40'-0"
+/-0''-0"
+36'-0"
+/-0''-0"
-4''-0"
+36'-0"
+/-0''-0"
+35'-0"
+35'-0"
1 2
3TYP.TYP.3TYP.3TYP.4TYP.
5 7TYP.
1TYP.
1TYP.3TYP.4TYP.3TYP. 1TYP.
4TYP.3TYP.
6TYP. 8
1TYP.3TYP.3TYP.4TYP.

TTTTTTTTTTTTTTTT
TTTTTT
TTTTTT
TTT
10TYP.11
12TYP.
13TYP.
10TYP.
31'-0" TYP.

CL
1'-0"
5'-0"
Sheet NumberJob NumberScaleCheck ByDrawn ByE S C A Y A
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.comH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200San Diego, CA 92127p: 858.673.4445www.mpeconsulting.com E1.1
Drawing Date
- DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #

AVENIDA ESCAYAHERITAGE ROAD

EV CHARGING

CLEAN AIR /CARPOOL / EV

EV CHARGING

EV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPS

MAILBOX

USPSMAILBOX

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGING

EV CHARGINGEV CHARGINGEV CHARGING
A105,200 sf 1st 2,500 sf Mezz 107,700 sf Totalparking:warehouse102,700 sf (1/1,000)103office 5,000 sf (1/300) 17total required120total provided138 (1.28/1,000) 2,500 sf Mezzover 2,500 sfOffice on 1st
C38,600 sf 1st 2,000 sf Mezz 40,600 sf Totalparking:warehouse36,600 sf (1/1,000)37office 4,000 sf (1/300) 14total required51total provided64 (1.58/1,000)2,000sf Mezzover 2,000sfOffice on 1st B53,700 sf 1st 2,000 sf Mezz 55,700 sf Totalparking:warehouse49,700 sf (1/1,000)50office 6,000 sf (1/300) 20total required70total provided95 (1.71/1,000)2,000sf Mezzover 2,000sfOffice on 1stFuture 2,000sfOffice on 1st Future 2,000sfOffice on 1st
Sheet NumberJob NumberScaleCheck ByDrawn ByE S C A Y A
2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.comH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200San Diego, CA 92127p: 858.673.4445www.mpeconsulting.comE2.1 Drawing Date
- DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
---
Revision Dates- CD PROJECT #11st DR COMMENTS6/21/2021
---
IR21-0008PREAPP. #

AVENIDA ESCAYAHERITAGE ROAD

EV CHARGING

CLEAN AIR /CARPOOL / EV

EV CHARGING

EV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPS

MAILBOX

USPSMAILBOX

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGING

3.23.43.44.85.15.25.45.24.94.44.14.14.14.04.04.1 5.15.86.36.36.26.25.95.55.25.05.05.05.25.45.55.55.65.85.95.85.65.25.0

4.45.55.76.36.16.36.56.56.56.36.26.36.76.66.35.85.96.26.05.85.45.14.74.64.13.73.6 2.22.83.64.04.55.05.76.36.77.07.47.67.47.36.86.25.55.24.94.34.33.53.63.03.13.03.03.23.43.74.04.3

0.91.42.02.63.13.64.14.85.86.86.87.37.47.87.16.55.24.23.73.32.92.52.21.91.61.61.51.82.12.42.93.53.74.04.14.13.9 0.71.11.51.92.32.83.33.94.55.25.56.25.75.84.94.53.83.12.72.32.01.71.41.21.11.01.01.21.31.41.62.02.12.72.32.82.52.72.62.72.7

0.30.50.71.01.21.51.71.92.12.83.13.83.83.93.53.22.51.91.71.61.51.31.10.90.70.60.70.60.70.70.60.50.60.70.91.01.11.11.31.51.92.32.52.83.23.6 0.20.30.40.60.70.80.90.91.11.31.31.61.51.71.41.41.21.11.01.00.90.80.80.70.70.60.60.60.50.60.50.60.60.60.70.70.80.91.01.21.41.72.02.42.93.43.84.14.44.5

0.10.10.10.20.30.30.30.20.20.20.30.40.50.50.50.40.30.30.30.40.60.70.80.90.90.90.90.91.00.90.90.91.00.91.01.01.11.11.21.31.31.41.51.61.82.12.73.23.63.94.04.14.14.03.5 0.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.30.40.50.70.91.21.31.41.51.61.61.51.51.61.61.51.71.71.61.61.61.61.51.31.31.21.21.31.51.61.92.12.32.32.62.82.93.03.33.63.9

0.30.30.30.30.30.30.30.30.30.30.20.20.20.20.20.20.20.20.20.30.40.60.81.21.51.71.92.22.52.72.62.52.52.52.52.72.52.22.01.81.71.51.20.90.70.50.40.40.50.70.81.01.11.31.41.72.12.63.13.53.94.14.34.2 0.70.70.70.70.70.70.70.70.70.70.60.50.50.40.30.20.20.20.20.30.40.60.91.21.51.82.12.53.03.43.83.63.53.63.83.53.22.62.21.91.71.30.90.60.50.30.30.20.30.30.40.50.70.91.01.21.51.62.02.63.13.53.63.63.33.12.62.1

1.41.41.21.31.31.31.31.41.31.31.21.11.00.80.60.40.30.30.20.20.30.40.60.81.01.21.51.92.32.93.33.74.04.24.03.83.43.02.42.01.61.31.00.80.60.40.30.20.20.20.20.30.30.40.60.70.80.91.01.11.31.41.71.71.91.71.81.81.71.71.7 2.22.32.12.22.22.12.22.32.21.91.71.61.51.10.80.60.40.30.30.30.30.41.21.41.62.02.62.83.43.23.42.92.72.11.71.41.21.00.80.60.50.30.20.20.10.10.10.20.20.30.30.40.40.30.20.20.30.40.50.60.70.81.01.11.31.51.71.81.9

2.73.23.53.53.43.33.43.73.53.12.62.32.01.81.41.00.80.60.50.40.40.40.4 1.11.11.41.31.51.21.21.11.00.90.90.70.60.50.40.30.30.20.20.20.20.20.20.20.20.20.10.10.10.10.20.20.30.40.50.70.91.21.51.71.92.22.52.82.72.6

2.83.33.84.24.54.74.54.33.93.53.02.72.31.91.71.41.21.00.90.80.70.6 0.50.50.50.50.50.60.70.70.70.60.60.60.60.50.50.50.50.40.40.40.30.30.20.20.20.10.10.20.20.30.40.60.91.21.51.82.12.53.03.43.83.63.63.6

3.03.74.14.74.94.94.64.33.63.12.82.62.42.12.01.91.71.51.41.31.1 0.70.80.91.01.01.01.01.01.01.01.01.01.01.01.01.00.90.80.60.50.40.30.20.20.10.20.20.30.40.50.71.01.21.51.82.22.83.33.73.94.24.03.73.3

2.63.03.83.84.13.94.13.93.73.53.53.33.03.12.92.72.42.11.91.7 1.51.71.71.81.61.71.71.61.71.81.71.61.51.41.31.00.70.50.30.30.20.20.20.20.30.30.50.60.80.91.21.41.51.92.42.63.33.03.32.72.52.01.6

1.62.22.83.23.53.74.14.44.74.64.64.54.44.74.43.93.32.92.62.2 2.02.42.72.92.72.72.82.72.92.92.72.32.01.81.61.30.90.70.50.40.30.30.20.20.20.30.30.40.50.60.70.80.80.91.01.01.21.11.31.01.00.90.80.80.7

2.02.63.13.54.14.65.15.45.75.95.95.75.65.24.63.93.42.9 1.92.32.73.33.74.04.04.04.04.23.83.42.92.52.31.91.61.31.00.80.70.60.50.40.40.40.30.30.30.30.30.30.20.20.20.20.30.40.30.40.30.20.20.10.10.20.20.2

2.02.52.93.44.04.85.86.36.46.66.66.66.45.74.53.73.32.8 1.62.02.53.13.74.14.54.84.74.54.23.73.12.72.42.11.91.71.51.31.21.11.00.90.80.70.50.40.30.20.20.20.20.20.20.20.20.20.20.20.20.10.10.10.10.10.10.00.10.1

2.12.63.13.64.35.05.65.86.15.96.05.24.73.93.32.8 1.21.41.72.22.83.23.94.04.43.93.83.53.23.12.82.72.62.32.32.22.12.01.81.71.51.30.90.70.60.50.40.40.30.30.30.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.1

1.51.82.12.42.93.64.04.44.74.54.13.83.12.32.11.9 0.70.80.91.11.31.62.12.42.72.62.93.23.63.83.53.63.63.53.73.63.32.92.62.42.21.81.51.31.10.90.90.80.70.60.50.40.30.30.30.30.30.30.30.30.30.30.30.30.30.30.30.3

1.11.21.41.72.12.32.92.53.02.42.21.81.41.31.1 0.20.20.30.40.60.91.21.62.02.22.53.03.64.14.54.74.95.05.04.74.33.83.33.02.82.42.01.91.71.61.41.31.21.00.80.60.60.50.60.60.70.70.70.70.70.70.70.70.70.70.7

0.60.60.60.60.60.70.80.90.90.70.60.60.60.60.6 0.10.10.20.30.50.70.91.21.41.82.12.73.44.04.65.15.55.45.35.14.84.44.03.63.43.12.82.82.62.32.01.71.61.41.10.90.80.80.91.11.21.31.31.41.41.31.31.31.31.31.4

0.20.20.30.30.40.40.40.40.40.30.30.30.20.2 0.10.10.20.20.30.50.70.81.01.31.51.82.43.03.64.14.44.74.54.54.64.74.84.44.14.04.03.83.42.82.32.01.71.51.10.90.91.01.21.51.61.71.92.22.32.32.12.22.22.12.3

0.50.50.60.60.60.60.60.70.60.60.60.50.50.5 0.10.10.10.20.30.40.50.60.80.80.91.11.31.62.02.32.52.73.23.63.94.34.64.74.44.13.63.21.81.51.21.00.90.91.01.31.61.82.02.42.83.33.63.33.23.33.43.5

1.11.11.21.11.11.11.11.11.11.11.11.11.0 0.10.10.20.20.20.20.20.30.40.60.81.11.21.51.61.82.22.93.23.73.73.83.33.12.4

0.80.80.91.11.41.72.02.42.83.33.74.04.24.24.0 1.71.91.91.91.81.91.81.81.91.91.81.61.5

0.10.10.20.30.50.60.70.91.01.01.21.41.41.81.61.91.51.51.3 1.01.21.51.72.02.43.13.53.94.04.03.7

2.32.73.03.12.92.92.93.03.12.92.52.1 0.10.10.20.30.30.30.30.20.20.30.40.50.50.50.40.3

1.01.21.51.71.82.02.32.42.62.62.72.5 3.13.53.94.04.14.04.03.73.22.72.3

0.10.00.00.00.00.10.10.10.10.10.10.10.1 1.41.51.61.71.61.81.81.92.02.01.8

3.03.64.04.34.54.34.13.83.32.5 0.00.00.00.10.1

1.61.82.02.32.52.62.42.52.5 2.93.13.73.33.73.23.12.72.3

0.00.00.00.0 2.02.42.93.33.73.53.43.4

2.12.32.52.42.52.42.32.12.0 2.02.32.83.33.74.04.34.2

2.93.02.93.13.02.72.21.9 1.82.02.33.03.43.83.93.8

3.83.83.83.83.42.92.4 1.71.82.02.12.22.52.4

4.13.93.63.22.62.0 1.81.81.81.71.92.01.9

2. 2.92.42.11.71.4

2.42.72.82.62.72.72.6 1.00.90.80.80.8

2.73.33.63.83.63.6 0.60.60.60.50.5

2.02.53.13.53.84.14.1 1.01.00.90.9

1.41.72.12.62.93.13.1 1.61.61.61.5

0.80.80.91.01.11.21.2 2.62.52.6

0.20.20.20.30.40.4 3.63.63.8

0.50.40.50.50.50.50.5 4.03.7

0.90.90.90.90.90.91.0 3.32.7

1.71.61.51.61.61.51.7 1.21.01.00.9

2.72.72.52.62.62.5 0.30.20.2

3.43.73.73.63.63.8 0.30.30.2

2.73.23.63.94.24.13.8 0.60.60.60.6

2.02.52.83.43.23.4 1.11.11.21.1

1.31.41.51.51.81.81.8 1.91.91.8

1.31.31.41.31.41.51.5 2.92.92.9

1.82.02.12.12.02.12.0 3.94.03.9

2.32.83.23.33.03.03.0 3.93.7

2.42.93.33.73.94.1 2.22.62.01.9

1.31.61.82.43.13.43.73.9 0.80.70.60.5

1.01.11.21.51.81.92.52.1 0.20.20.1

0.50.50.50.40.50.60.70.8 0.10.10.10.1

0.30.30.40.30.40.40.50.4 0.10.10.10.10.10.10.10.1

0.70.70.70.70.70.70.7 0.20.20.30.30.30.40.40.40.40.4

1.31.31.21.31.31.21.21.3 0.30.40.60.70.80.90.91.01.01.01.01.01.0

2.22.22.12.12.12.12.22.2 0.50.71.01.31.51.61.81.92.01.91.92.02.01.92.02.12.12.0

3.13.43.33.23.23.23.53.3 1.11.52.02.32.52.83.23.43.53.43.53.63.53.93.83.73.43.12.92.62.1

3.13.53.94.14.24.03.73.3 1.31.92.63.03.33.84.44.95.25.35.35.45.76.15.95.54.94.64.33.73.02.52.21.81.7

2.63.23.43.73.73.73.3 1.52.12.63.13.64.35.15.96.36.77.27.47.57.77.46.86.25.85.44.94.23.83.43.03.02.92.82.6

1.51.81.82.21.92.21.7 1.92.53.03.54.15.06.07.07.27.68.08.78.58.17.26.86.86.86.45.85.45.14.85.24.94.64.13.73.43.0

0.40.50.60.70.70.70.5 1.61.92.42.93.44.14.85.46.06.76.97.17.27.26.96.97.07.27.17.27.06.96.86.86.56.05.55.14.74.03.32.92.52.2

0.40.40.40.40.40.40.30.3 1.61.92.12.32.73.54.04.95.15.85.76.05.75.76.16.77.57.87.88.08.08.28.37.96.96.36.15.85.34.64.23.93.53.53.53.33.1

0.80.80.80.70.60.60.50.4 1.51.71.92.02.22.52.63.23.44.04.14.74.95.35.86.47.07.67.67.97.98.58.17.97.37.07.07.06.76.25.75.45.25.55.24.94.54.34.1

1.71.71.61.51.31.21.00.8 1.81.92.02.12.32.42.52.93.23.43.84.24.54.85.15.76.26.56.77.07.07.17.16.86.66.97.17.37.27.27.27.06.66.56.25.95.65.55.14.74.44.13.73.43.23.02.92.72.42.22.01.51.1

2.52.83.13.53.73.74.04.34.65.25.55.55.45.45.65.95.76.25.96.46.16.46.26.26.67.07.68.07.77.77.47.57.26.86.25.95.95.85.65.55.55.45.24.84.74.64.94.84.43.83.33.02.52.01.4 3.23.74.24.85.25.55.65.96.27.07.16.96.56.36.25.95.45.25.15.15.15.65.86.16.36.67.17.26.97.06.66.56.05.95.65.75.75.65.86.06.26.36.36.56.66.26.25.75.14.43.83.32.72.11.5

4.04.85.66.16.47.07.57.68.18.17.77.27.07.06.96.56.05.75.75.96.05.95.65.45.66.06.05.95.75.45.04.84.44.14.44.64.85.25.76.47.16.97.27.27.26.96.35.24.13.63.12.51.91.4 3.84.65.66.66.77.37.68.38.48.37.77.47.57.67.67.37.27.26.86.76.46.05.55.14.94.84.34.43.63.93.23.33.13.23.43.74.14.54.95.46.06.26.96.46.65.65.24.43.73.22.62.11.71.2

3.74.45.05.56.26.56.86.86.96.76.66.97.47.97.67.67.57.27.16.85.94.84.13.63.22.82.42.11.91.71.82.02.32.73.03.23.43.64.14.65.05.25.25.04.53.93.12.72.52.11.71.4 2.23.03.54.14.54.85.05.15.04.85.05.46.06.66.77.06.46.76.05.54.63.83.32.92.42.01.71.51.41.41.61.92.32.52.73.03.23.33.53.63.93.93.93.83.63.32.92.62.31.91.41.1

1.21.51.72.12.32.62.62.93.03.13.33.64.14.54.75.05.04.74.23.73.02.42.22.01.71.51.31.11.21.41.72.22.62.93.13.43.73.73.63.83.93.94.14.03.63.22.72.62.41.91.41.0 0.40.50.70.91.01.21.21.31.31.61.92.32.72.93.12.93.12.52.21.81.51.41.21.01.01.01.01.11.41.92.53.03.33.74.24.85.15.35.25.25.15.45.14.63.93.43.02.51.91.30.9

0.10.20.30.30.40.50.60.60.70.70.70.70.80.91.11.01.00.80.80.70.70.80.70.70.70.70.81.01.41.92.53.03.44.04.85.66.06.26.56.76.46.35.85.14.23.63.12.51.91.40.9 0.10.10.10.20.20.20.20.10.20.20.20.20.30.30.30.30.30.20.20.30.30.40.40.50.60.81.01.41.92.42.93.43.94.75.66.56.66.96.87.06.45.84.73.83.32.82.31.71.2

0.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.20.30.30.40.50.60.70.81.01.21.51.82.32.73.13.54.14.75.25.56.05.85.54.84.43.63.02.62.11.71.31.0 0.60.60.60.60.60.60.60.60.50.50.50.40.30.30.20.20.20.30.30.50.60.81.01.11.31.41.61.82.02.22.52.72.73.13.74.24.64.64.64.13.62.82.11.71.61.31.10.90.7

1.11.21.21.11.11.21.21.21.11.00.90.70.50.40.30.30.30.30.40.60.91.21.41.61.72.02.22.42.32.52.62.72.83.03.13.03.03.02.92.42.01.71.31.11.00.80.60.50.4 1.81.91.91.82.02.01.91.81.61.51.41.00.70.50.40.30.30.40.50.71.01.31.61.82.12.53.03.33.33.23.23.23.33.33.02.72.42.21.91.61.10.80.50.40.40.40.30.30.2

3.03.03.02.93.23.12.82.32.01.81.61.20.90.60.40.30.30.30.50.60.91.21.51.82.22.63.13.53.94.04.14.03.83.53.12.62.21.91.51.20.90.60.40.30.20.10.10.1 4.14.24.24.13.93.53.12.62.21.91.51.20.90.60.50.40.30.30.40.60.71.01.21.41.72.02.73.33.63.94.03.83.63.32.72.01.81.51.21.00.80.60.50.40.30.20.20.2

4.24.54.54.44.03.73.02.42.11.81.51.20.90.70.50.40.30.30.30.40.60.70.91.01.21.31.72.02.12.72.32.72.22.11.81.61.51.41.31.11.00.80.70.70.60.60.50.5 3.33.73.43.73.13.12.72.42.22.01.71.41.00.70.50.30.30.20.20.30.30.40.50.50.50.50.50.60.60.80.90.90.80.80.91.11.31.41.41.41.31.31.11.11.11.11.01.1

2.62.72.72.62.52.52.42.32.22.01.81.41.00.70.50.30.20.20.10.20.20.20.10.10.10.10.10.20.20.30.40.40.50.60.81.11.41.51.61.81.91.91.81.81.81.81.71.9 3.43.23.23.23.33.33.02.52.11.81.71.41.00.70.40.30.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.30.50.60.91.31.61.82.02.32.73.03.02.82.82.82.9

3.84.04.24.03.83.43.02.52.11.8 0.10.10.10.20.30.40.60.91.21.51.92.22.63.13.53.93.93.93.93.9

3.53.83.93.83.53.22.61.91.61.4 0.10.10.10.20.30.40.60.81.11.31.62.02.33.03.63.94.24.44.24.0

1.92.52.12.51.91.91.61.31.21.0 0.10.10.10.20.30.40.60.81.11.31.61.92.12.42.93.03.63.33.73.0

0.60.70.80.70.60.50.40.50.60.5 0.10.10.10.10.20.30.50.81.11.41.71.81.92.02.02.12.12.22.22.0

0.50.50.50.50.50.40.40.40.30.3 0.10.10.10.10.20.30.50.71.01.41.61.71.92.22.42.62.42.52.5

0.80.80.80.80.80.80.80.70.70.7 0.10.10.10.10.20.30.40.60.91.31.71.92.22.63.23.53.63.43.4

1.31.41.41.41.31.51.41.41.31.2 0.10.10.10.10.20.30.40.60.81.11.41.72.12.63.13.43.84.14.2

2.32.32.32.22.32.42.32.01.81.6 0.10.10.10.10.20.20.30.50.70.91.11.31.51.82.43.03.23.63.6

3.63.33.33.43.63.43.02.52.11.9 0.10.10.10.10.20.20.30.40.50.60.70.91.01.11.31.51.51.91.7

4.04.24.44.23.83.53.12.52.11.7 0.40.50.50.50.50.30.40.50.60.70.6

3.74.24.14.13.63.42.72.22.01.7 0.60.60.60.60.60.60.60.60.60.60.6

2.53.02.82.92.52.62.32.12.01.8 1.11.11.11.11.21.11.11.11.0

2.22.42.42.32.22.22.12.01.91.8 1.91.91.82.02.01.91.81.61.5

3.23.13.13.03.33.22.82.42.01.8 3.23.23.23.53.32.92.62.32.1

3.93.94.13.93.83.43.02.52.11.7 4.64.74.74.54.13.73.22.82.5

3.53.84.03.83.53.22.51.91.61.4 5.15.25.25.04.63.93.23.12.8

2.12.62.22.62.02.01.61.31.21.0 4.14.24.54.44.44.13.73.63.4

0.70.80.80.80.70.60.50.50.60.6 2.52.73.03.43.84.14.24.14.0

0.50.60.60.60.50.50.40.40.40.3 1.61.92.32.73.23.63.94.14.2

0.90.90.90.90.90.90.80.80.80.7 1.11.31.51.82.32.83.13.33.2

1.41.51.51.51.51.61.51.51.31.2 0.70.80.90.91.11.11.21.41.3

2.42.42.52.42.52.62.42.11.81.7 0.40.40.30.30.40.50.50.60.6

3.83.63.53.63.83.53.12.52.21.9 0.50.50.60.60.60.70.70.70.7

4.24.54.74.44.13.73.22.72.31.9 0.91.01.11.21.21.21.11.21.2

3.94.44.24.33.73.62.92.52.32.0 1.41.51.61.82.02.11.91.92.0

3.13.03.12.72.92.72.52.32.1 1.61.82.02.42.93.23.23.03.0

3.03.03.03.03.02.72.32.12.0 1.41.72.12.53.03.43.83.94.1

3.83.83.83.93.53.12.52.11.8 1.11.31.61.92.53.23.43.83.9

4.04.23.93.73.32.82.21.81.5 0.81.01.11.21.51.91.92.52.0

3.22.93.22.52.41.81.51.31.1 0.40.50.50.40.40.50.50.70.7

1.11.01.10.90.90.80.70.70.7 0.10.10.10.10.10.10.20.20.2

0.40.40.40.40.30.20.20.20.3 0.10.10.10.10.10.10.10.10.1

0.60.60.60.50.50.50.50.40.4 0.30.30.30.30.30.30.40.40.3

1.01.01.00.91.01.01.00.90.8 0.70.70.70.80.80.80.80.80.8

1.61.71.61.61.71.71.61.51.4 1.21.31.41.41.41.31.41.41.3

2.62.72.62.82.82.62.21.91.7 1.71.92.22.32.42.22.32.32.2

3.73.73.73.83.53.12.52.11.8 2.02.32.83.23.63.43.33.33.4

4.04.23.93.73.32.82.21.81.5 1.82.22.73.23.53.94.14.13.9

3.22.93.22.62.41.91.51.31.2 1.41.61.92.63.03.43.53.53.4

1.21.11.21.01.00.90.80.80.8 0.91.01.11.41.51.61.81.81.6

0.70.70.70.70.60.50.50.50.6 0.40.30.20.30.40.50.60.60.5

1.01.01.01.01.00.91.00.90.9 0.20.20.20.20.20.20.30.20.2

1.71.61.61.71.61.71.71.71.6 0.70.70.60.60.50.50.50.50.40.40.3

2.92.82.82.92.83.03.02.82.6 1.51.61.61.82.02.12.12.12.01.81.61.41.31.21.11.01.01.00.90.90.80.7

4.14.44.34.44.54.64.33.93.4 2.52.62.63.03.23.33.23.13.13.02.62.22.01.91.71.71.71.71.61.41.31.2

4.35.05.35.65.55.34.94.33.8 3.63.73.94.44.54.34.03.94.04.03.83.33.12.92.72.92.82.52.21.91.71.5

3.94.45.05.15.55.35.14.54.1 4.64.74.64.64.54.44.24.14.24.44.54.54.13.93.83.93.53.02.52.11.81.51.1

2.42.73.33.53.94.24.74.94.6 4.24.34.24.13.93.43.33.43.64.04.24.44.44.44.13.83.32.82.21.81.51.20.9

1.41.82.22.63.03.63.94.34.6 2.52.62.52.52.52.42.42.52.52.83.23.33.53.33.42.72.41.91.61.41.20.90.8

1.41.72.12.42.73.13.74.04.5 1.41.41.31.31.31.21.51.51.61.61.61.51.61.51.41.21.21.11.00.90.80.7

1.62.02.42.62.83.03.33.33.5 1.31.31.31.41.41.41.41.21.21.21.11.21.11.01.00.80.80.70.70.60.70.6

2.02.32.72.92.93.33.74.14.2 1.81.81.92.12.22.32.32.22.12.01.71.51.51.41.31.31.31.21.21.11.00.8

2.52.73.13.53.74.24.85.25.5 2.72.63.03.23.43.33.23.33.33.02.72.32.22.11.92.12.01.91.71.51.41.2

3.63.63.84.14.45.05.55.85.95.96.15.95.55.24.94.44.03.94.04.24.34.03.73.73.84.34.34.34.13.94.04.14.14.03.43.33.23.13.33.02.62.21.91.7 4.14.54.64.85.05.25.15.15.05.24.84.84.34.13.63.33.43.53.74.04.24.44.64.64.54.44.34.14.03.93.94.04.24.34.34.34.24.03.73.32.82.32.01.6

3.84.24.54.74.54.33.93.52.92.82.62.52.32.22.22.12.32.42.63.23.63.84.04.14.13.93.73.13.03.03.03.33.84.04.14.24.03.83.53.02.21.81.51.2 2.52.83.12.93.02.52.21.81.61.61.51.41.31.21.11.11.21.31.51.82.02.02.32.22.42.22.22.02.02.12.12.12.42.42.72.52.52.42.11.81.41.21.1

0.80.81.01.01.00.80.80.80.80.80.80.70.70.60.60.60.50.50.30.40.50.60.70.80.70.70.70.70.81.00.90.80.80.80.80.80.80.70.60.50.50.50.6 0.30.40.40.40.40.40.30.30.20.20.30.30.30.30.20.10.10.10.10.10.20.20.20.20.30.30.30.20.20.20.20.20.30.30.40.40.30.30.30.20.20.20.2

0.60.60.60.60.60.60.50.50.40.40.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.30.40.40.50.50.50.50.50.50.50.50.40.5 1.11.11.01.01.11.11.11.00.90.80.60.50.30.20.20.10.10.10.10.10.10.10.10.10.10.10.20.30.40.50.70.80.91.01.01.01.00.91.01.00.91.0

1.81.81.71.81.81.81.71.51.41.31.00.70.50.30.20.10.10.10.10.10.10.10.10.10.10.20.30.40.60.81.11.31.41.51.71.71.71.61.71.71.61.7 2.82.82.73.02.92.72.21.91.71.51.20.80.50.40.20.20.10.10.10.10.10.10.10.10.10.20.30.50.71.01.41.61.82.12.42.72.92.62.72.72.62.9

3.83.93.83.83.42.92.42.11.71.41.10.80.50.30.20.10.10.10.10.10.10.10.10.10.10.20.30.50.71.01.31.72.02.32.83.33.73.83.73.73.73.7 3.94.03.83.63.22.62.01.71.41.10.90.70.50.30.20.10.10.10.10.10.10.10.10.10.10.20.30.40.60.91.11.41.72.02.53.13.53.84.14.13.9

2.92.52.92.32.11.71.41.21.00.80.70.50.40.30.20.10.10.10.10.10.10.10.10.10.10.20.30.40.60.70.91.11.31.51.72.22.63.03.13.03.0 0.90.90.80.70.60.60.60.6

0.10.10.10.10.10.20.20.30.50.60.80.91.11.11.11.31.21.41.51.51.4 0.30.30.30.20.10.10.10.1

0.10.10.10.10.10.20.20.40.50.70.91.01.01.01.01.11.21.21.21.21.2 0.10.10.10.10.10.10.10.1

0.10.10.10.10.10.20.30.40.60.81.11.31.41.51.71.81.81.61.71.7 0.20.20.20.20.20.20.20.2

0.10.10.10.10.10.20.30.50.71.01.41.61.82.12.42.72.92.62.72.7 0.60.60.60.60.60.60.60.6

0.10.10.10.10.20.20.30.50.71.01.31.72.02.32.83.33.73.83.73.7 1.11.21.21.11.21.21.21.2

0.10.10.10.10.20.20.30.40.60.91.11.31.72.02.53.13.53.84.04.1 1.92.02.01.92.12.12.01.9

0.10.10.10.10.20.20.30.40.50.70.91.11.31.41.72.12.52.93.0 3.33.33.33.33.73.53.12.7

0.20.20.20.10.20.20.20.30.40.60.70.80.91.01.01.21.11.31.4 4.64.84.94.84.64.33.83.3

0.40.30.20.20.20.20.20.30.50.60.70.80.80.80.80.90.91.01.1 4.75.25.35.25.14.84.13.4

0.60.81.01.21.31.41.41.51.51.41.5 3.64.14.14.54.44.64.43.9

1.31.61.71.92.22.32.42.22.3 1.92.42.72.93.33.74.04.3

2.02.32.83.23.53.43.3 1.21.51.82.12.53.13.63.8

1.82.22.73.23.53.94.1 0.81.01.21.41.62.02.42.7

1.41.61.92.63.03.43.5 0.50.60.70.70.70.80.80.9

0.91.01.11.41.51.61.8 0.50.50.40.40.40.40.50.5

0.40.30.20.30.40.50.6 0.80.80.80.80.80.80.80.8

0.30.30.30.30.40.50.5 1.31.41.41.31.41.41.4

0.70.70.70.70.80.80.8 2.22.32.32.22.42.42.2

1.31.41.41.41.31.31.4 3.53.33.33.33.63.32.9

1.82.02.22.32.22.22.2 3.84.14.23.93.63.22.8

2.22.63.23.53.63.43.3 3.23.63.53.53.12.72.0

2.52.93.43.84.24.54.7 1.51.81.71.81.41.41.2

2.42.73.34.04.14.64.6 0.50.50.50.50.40.30.2

2.42.63.03.33.23.63.4 0.20.20.20.20.10.10.1

2.22.42.73.13.23.13.2 0.10.10.10.10.10.10.1

2.12.43.03.53.93.83.8 0.30.30.40.40.40.30.3

1.72.12.73.23.63.94.1 0.80.80.80.80.80.8

1.31.41.72.22.53.12.9 1.31.41.41.31.41.4

0.70.70.80.90.81.01.0 2.22.32.32.22.42.4

0.10.10.10.20.20.30.3 3.53.33.33.43.63.3

0.10.10.10.10.10.10.1 3.94.14.24.03.63.3

0.10.10.10.10.10.10.1 3.33.63.63.53.12.8

0.30.30.30.30.20.20.2 1.82.12.02.01.81.8

0.70.70.70.70.60.60.6 1.21.21.31.21.21.1

1.41.41.31.21.11.21.2 1.51.51.61.61.51.5

2.42.22.12.01.92.02.0 1.92.22.42.52.32.4

3.83.33.23.13.23.22.9 2.73.23.63.53.4

4.44.34.34.13.93.53.1 2.73.23.64.04.2

4.04.24.23.93.63.32.7 1.92.53.13.43.6

2.42.92.42.82.12.01.6 1.11.31.51.61.8

0.80.90.80.80.60.50.5 0.10.20.30.50.5

0.20.20.10.20.20.20.3 0.00.10.10.10.10.1

3.63.63.84.14.45.05.55.85.95.96.15.95.55.24.94.44.03.94.04.24.34.03.73.73.84.34.34.34.13.94.04.14.14.03.43.33.23.1 4.14.54.64.85.05.25.15.15.05.24.84.84.34.13.63.33.43.53.74.04.24.44.64.64.54.44.34.14.03.93.94.04.24.34.34.34.24.0

3.84.24.54.74.54.33.93.52.92.82.62.52.32.22.22.12.32.42.63.23.63.84.04.14.13.93.73.13.03.03.03.33.84.04.14.24.03.8 2.52.83.12.93.02.52.21.81.61.61.51.41.31.21.11.11.21.31.51.82.02.02.32.22.42.22.22.02.02.12.12.12.42.42.72.52.52.4

0.80.81.01.01.00.80.80.80.80.80.80.70.70.60.60.60.50.50.30.40.50.60.70.80.70.70.70.70.81.00.90.80.80.80.80.80.80.7 0.30.40.40.40.40.40.30.30.20.20.30.30.30.30.20.10.10.10.10.10.20.20.20.20.30.30.30.20.20.20.20.20.30.30.40.40.30.3

0.60.60.60.60.60.60.50.50.40.40.30.30.20.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.30.40.40.50.50.50.50.5 1.11.11.01.01.11.11.11.00.90.80.60.50.30.20.20.10.10.10.10.10.10.10.10.10.10.10.20.30.40.50.70.80.91.01.01.01.00.9

1.81.81.71.81.81.81.71.51.41.31.00.70.50.30.20.10.10.10.10.10.10.10.10.10.10.20.30.40.60.81.11.31.41.51.71.71.71.64.14.03.43.33.23.1 Sheet NumberJob NumberScaleCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.comH E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 10807 Thornmint Rd, Suite 200San Diego, CA 92127p: 858.673.4445www.mpeconsulting.comE2.1P Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinRoom_1_WorkplaneIlluminanceFc2.3935.40.214.95 Drawing Date
- DR PROJECT #
SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid Set Issue Dates
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Revision Dates- CD PROJECT #11st DR COMMENTS6/21/2021
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IR21-0008PREAPP. #

HERITAGE ROAD

BUILDING A
FUTUREOFFICEBUILDING ABLDG. ABLDG. AHERITAGE ROAD

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
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(R)
(R)(R)(R)(R)(R)(R)(R)
(R)(R)(R)(R)
(R)(R)(R)(R)(R)(R)
(E)
(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)
(E)
VAN
VAN
VAN
VAN
285
273280
275 280
285
278269
280
281
284
286
286
287
277276275
284
270
284
286
273
285284283282284283282281 280
280
280285 287286289
274
288
280279
280
281281
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HERITAGE ROADBUILDING A

FUTUREOFFICE

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA
BUILDING ABLDG. ABLDG. AHERITAGE ROAD
BLDG. BBLDG. BBLDG. C

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

USPSMAILBOX

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EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

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CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
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285
273
290
280
275 280
285
305300
310
278269
280
281
284
286
286
287
277276275
284
270
284
286
273
285284283282284283282281 280
280
280285
289
287
298298
298
297296
289
293
292292292
297
296
297298
295
296297
294293291
288
291
290
294295
293295
291
289
286289
274
288
280279
280
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282283

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PROPOSED PLANT PALETTETREESSYMBOLBOTANICAL NAMECOMMON NAMESIZE /FORMHT. X SPRD.X CAL. (MIN.)WATERUSEDESCRIPTIONCERCISOCCIDENTALISWESTERN REDBUD24" BOXSTD.9'H X 4'WX 1-1/2"CAL.LSMALLFLOWERINGTREELOPHOSTEMONCONFERTUSBRISBANE BOX24" BOXSTD.10'H X 3'WC 1-1/4"CALMVERTICALEVERGREENPLATANUSRACEMOSACALIFORNIASYCAMORE24" BOXSTD.10'H X 4'WX 1-1/2"CAL.MDECIDUOUSCANOPYQUERCUS AGRIFOLIACOAST LIVE OAK24" BOXSTD.9'H X 3'W X1-1/4" CAL.LEVERGREENCANOPYRHUS LANCEAAFRICAN SUMAC24" BOXSTD.9'H X 3'W X1-1/4" CAL.LEVERGREENCANOPYSHRUBS, GRASSES, & GROUNDCOVERSSYMBOLBOTANICAL NAMECOMMON NAMESIZESPACINGWATERUSEDESCRIPTIONAGAVE ATTENUATAFOXTAIL AGAVE5 GAL.36" O.C.LSUCCULENTACCENTALOE VERAMEDICINAL ALOE1 GAL.24" O.C.LSMALLSUCCULENTBACCHARIS P. 'TWINPEAKS'DWARF COYOTEBRUSH1 GAL.36" O.C.LEVERGREENLOW SHRUBCARISSA M. 'GREENCARPET'DWARF NATAL PLUM1 GAL.30" O.C.LEVERGREENLOW SHRUBCAREX PANSACALIFORNIA MEADOWSEDGE1 GAL.24" O.C.MORNAMENTALGRASSCEANOTHUS G. 'POINTREYES'POINT REYESCREEPER1 GAL.36" O.C.LFLOWERINGLOW SHRUBCHONDROPETALUMTECTORUMCAPE REED1 GAL.36" O.C.LUPRIGHTACCENTDIANELLA 'CASSABLUE'CASSA BLUE FLAXLILY1 GAL.24" O.C.LUPRIGHTACCENTDIANELLA T.'VARIEGATA'VARIEGATED FLAXLILY5 GAL.36" O.C.LUPRIGHTACCENTHESPERALOE'BRAKELIGHTS'BRAKELIGHTS YUCCA5 GAL.36" O.C.LUPRIGHTACCENTHETEROMELESARBUTIFOLIATOYON5 GAL.60" O.C.LLARGE SHRUBLANTANAMONTEVIDENSISPURPLE LANTANA5 GAL.36" O.C.LFLOWERINGSHRUBLANTANA 'NEW GOLD'NEW GOLD LANTANA5 GAL.36" O.C.LFLOWERINGLOW SHRUBMUHLENBERGIA C.'REGAL MIST'PINK MUHLY1 GAL.36" O.C.MORNAMENTALGRASSMUHLENBERGIARIGENSDEER GRASS1 GAL.36" O.C.LORNAMENTALGRASSMYOPORUMPARVIFOLIUMMYOPORUMFLATS24" O.C.LEVERGREENGROUNDCOVEROLEA 'MONTRA'LITTLE OLLIE5 GAL.48" O.C.LLARGE SHRUBRHAPHIOLEPIS INDICA'CLARA'INDIAN HAWTHORN5 GAL.36" O.C.LEVERGREENSHRUBSALVIA GREGGIIAUTUMN SAGE5 GAL.36" O.C.LFLOWERINGSHRUBSENECIO SERPENSBLUE CHALKSTICKSFLATS12" O.C.LSUCCULENTGROUNDCOVERWESTRINGIA'WYNYABBIE GEM'COAST ROSEMARY5 GAL.36" O.C.LEVERGREENHEDGEFICUS PUMILACREEPING FIG1 GAL.STAKEDPER PLANMSCREENINGVINE BIOSWALE GRASSESCAREX DIVULSABERKELEY SEDGE1 GAL.24" O.C.LBIOSWALEGRASSJUNCUS PATENSCALIFORNIA GRAYRUSH1 GAL.18" O.C.LBIOSWALEGRASSWATER USE KEY:VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATEDIS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OFCHULA VISTA.

EXISTING PLANT SCHEDULETREESSYMBOLBOTANICAL NAMECOMMON NAMEARBUTUS UNEDOSTAWBERRY TREECERCISOCCIDENTALISWESTERN REDBUDQUERCUS AGRIFOLIACOAST LIVE OAKRHUS LANCEAAFRICAN SUMACSCHINUS MOLLECALIFORNIA PEPPERSHRUBS, GRASSES, & GROUNDCOVERSSYMBOLDESCRIPTIONEXISTING SHRUBS AND GROUNDCOVERNOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES ANEXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R)INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE.

Sheet NumberJob NumberScaleDrawing DateCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid SetIssue Dates --- H E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 Revision Dates1--
---
\\RLA-FS\Shared Folders\Data\Dwgs\SMITH\Rockefeller Escaya\1-SD\rock-plp.dwg Thu.,30 Sep.2021-6:18pm Plotted by: Soo L1.1

PRELIMINARYLANDSCAPE PLAN

STREETSCAPE PLANTING PERSEPARATE PERMIT, BY OTHERS
LANDSCAPE CONCEPT STATEMENT OF COMPLIANCETHIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT CONFORMANCE WITH THE CITY OFCHULA VISTA'S LANDSCAPE WATER CONSERVATION ORDINANCE (CVMC20.12), PROMOTING WATER CONSERVATIONTHROUGH THE USE OF MODERATE AND LOW-WATER REQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIALSWITH SIMILAR WATER REQUIREMENTS AND IMPLEMENTING A LOW-VOLUME AND EFFICIENT AUTOMATIC IRRIGATIONSYSTEM.CONCEPT DESIGN STATEMENTTHE LANDSCAPE DESIGN WILL BE SUSTAINABLE WITH AN EMPHASIS ON DROUGHT TOLERANT, NATIVE OR ADAPTIVESPECIES THAT ARE LONG LIVED AND EASILY MAINTAINED IN THEIR NATURAL FORM. APPROXIMATELY 90% OF THEPLANTS USED WILL HAVE LOW WATER REQUIREMENTS BASED UPON THE "2014 WATER USE CLASSIFICATION OFLANDSCAPE SPECIES" (WUCOLS IV) AND WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDSINCLUDING THE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE. PLANT MATERIAL WILL BEGROUPED BY HYDROZONES THAT HAVE SIMILAR WATER NEEDS. EVERGREEN TREES WILL BE USED TO PROVIDE SHADE OVER PARKING AREAS AND TO SOFTEN THE BUILDINGFACADE, WHILE FLOWERING DECIDUOUS TREES WILL BE USED TO ACCENTUATE THE BUILDING ENTRY AND OUTDOORPATIO SPACES. HEDGES WILL BE USED TO SCREEN PARKING AREAS FROM THE PUBLIC RIGHT-OF-WAY ANDADJACENT PARCELS, AND EVERGREEN VINES WILL BE USED TO HELP SCREEN THE TRASH ENCLOSURE. SHRUBS ANDGROUND COVERS WITH VARYING FORMS, COLORS AND TEXTURES WILL BE USED THROUGHOUT THE PROJECT TOPROVIDE INTEREST. THE PLANT PALETTE WILL COMPLEMENT THE ADJACENT PARCELS AND STREETSCAPE TO HELPVISUALLY BLEND THE PROJECT INTO THE SURROUNDING NEIGHBORHOOD.CONCEPTUAL IRRIGATION DESIGN STATEMENTIRRIGATION DESIGN WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS INCLUDING THE CITY OFCHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE AND THE STATE MODEL WATER EFFICIENT LANDSCAPEORDINANCE (MWELO). IRRIGATION WILL BE DISTRIBUTED BY IN LINE DRIP TUBING AND A SMART IRRIGATIONCONTROLLER WITH RAIN SHUT-OFF CAPABILITIES. THE VALVES WILL BE GROUPED BY HYDROZONE, EXPOSURE, SOILTYPE AND GRADING FEATURES.SHADE TREE POLICYTHE PURPOSE OF THIS POLICY IS TO PROVIDE GUIDELINES FOR THE SELECTION & PLACEMENT OF NEW SHADE TREESAS WELL AS THE RETENTION OF EXISTING SHADE TREE FOR BOTH PUBLIC AND PRIVATE PROJECTS. SHADE TREESSHALL BE PROVIDED FOR ALL NEW PARKING LOTS THAT, IN GOOD GROWING CONDITIONS, WILL ACHIEVE 50% CANOPYCOVER OVER THE PARKING STALL AREAS FIVE TO FIFTEEN YEARS AFTER THE PLANTING DATE FOR THAT TREE.MAINTENANCE RESPONSIBILITY STATEMENTOWNER IS RESPONSIBLE FOR INSTALLATION AND ONGOING MAINTENANCE OF IRRIGATION AND PLANTING WITHIN THEPROPERTY'S INTERIOR. THE EXISTING SURROUNDING SLOPES ARE PUBLICLY OWNED AND MAINTAINED BY THECOMMUNITY FACILITIES DISTRICT AND CANNOT BE MODIFIED WITHOUT AN AGREEMENT WITH THE CITY.KEY MAPNOT TO SCALE

PROPERTYLINE

SLOPE AREAS AREPUBLICLY OWNED ANDMAINTAINED BY THECOMMUNITY FACILITIESDISTRICT (CFD) MATCHLINE - SEE SHEET L1.2
I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THEREQUIREMENTS OF THE LANDSCAPE IMPROVEMENT PLAN ASDESCRIBED IN CHAPTER 20.12 OF THE CITY OF CHULA VISTAMUNICIPAL CODE. I HAVE PREPARED THESE PLANS INCOMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THEPLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENTWATER USE.____________________________________________ 06/24/2021JIM RIDGE LIC. NO 2809SLOPE AREAS AREPUBLICLY OWNED ANDMAINTAINED BY THECOMMUNITY FACILITIESDISTRICT (CFD)

PROPERTYLINE

PROPERTYLINE
FORMAL PARKING SCREENINGHEDGE MAINTAINED AT 42" HT.MIN. TYP.CONCRETESTEPOUTS TYP.

EMPLOYEE OUTDOORBREAK AREA - ENHANCEDPAVING, DINING TABLES &CHAIRS W/ UMBRELLASENHANCED PAVINGAT BLDG. ENTRY CONCRETEWALKWAY, TYP.

CONCRETESTEPOUTS TYP.

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINESEWER LINEDOMESTICWATERLINESTORMDRAIN LINE

PROPERTYLINE

TRANSFORMER

PROPERTYLINEEXISTINGCONCRETEV-DITCH

EXISTINGCONCRETEV-DITCH

HERITAGE ROAD

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA

HERITAGE ROAD
BLDG. BBLDG. BBLDG. C

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM
>>
>>
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VANVAN
VANVAN
273
290
305300
310
278269 277276275270
280285
289
287
298298
298
297296
289
293
292292292
297
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295
296297
294293291
288
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290
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293295
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289
286289
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BLDG. BBLDG. BBLDG. C

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

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EV CHARGINGEV CHARGINGEV CHARGING

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CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
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PRELIMINARYLANDSCAPE PLAN

STREETSCAPE PLANTING PERSEPARATE PERMIT, BY OTHERSKEY MAPNOT TO SCALE MATCHLINE - SEE SHEET L1.1

SLOPE AREAS ARE PUBLICLYOWNED AND MAINTAINED BYTHE COMMUNITY FACILITIESDISTRICT (CFD)

SLOPE AREAS AREPUBLICLY OWNED ANDMAINTAINED BY THECOMMUNITY FACILITIESDISTRICT (CFD)

PROPERTYLINE PROPERTYLINE

PROPERTYLINE
FORMAL PARKING SCREENINGHEDGE MAINTAINED AT 42" HT.MIN. TYP.FORMAL PARKING SCREENINGHEDGE MAINTAINED AT 42" HT.MIN. TYP.

EMPLOYEE OUTDOORBREAK AREA - ENHANCEDPAVING, DINING TABLES &CHAIRS W/ UMBRELLASCONCRETESTEPOUTS, TYP.

CONCRETESTEPOUTS TYP.

EMPLOYEE OUTDOORBREAK AREA - ENHANCEDPAVING, DINING TABLES &CHAIRS W/ UMBRELLAS ENHANCED PAVINGAT BLDG. ENTRYENHANCED PAVINGAT BLDG. ENTRYCONCRETEWALKWAY, TYP.

CONCRETEWALKWAY, TYP.

CONCRETEWALKWAY, TYP.DOMESTICWATERLINEDOMESTICWATERLINESTORMDRAIN LINESTORMDRAIN LINESTORMDRAIN LINEDOMESTICWATERLINE

PROPERTYLINE

RIGHT-OF-WAY LINERIGHT-OF-WAY LINEPROPERTYLINE

TRANSFORMERTRANSFORMER

STORMWATERBASIN

EXISTINGCONCRETEMOWCURBEXISTINGCONCRETEMOWCURBEXISTINGCONCRETEMOWCURBEXISTINGCONCRETEMOWCURBEXISTINGCONCRETEV-DITCHEXISTINGCONCRETEV-DITCH >>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
SS
II

I III I
II
I
I I
II
II
I
C

IIIII IG
II
I
II I
II

IEECETTCC
C
C
II
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FWFWFWFWFW
FW
FW
FW
FW
FW
FW

FWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFWFW
FW
LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
(R)
(R)(R)(R)(R)(R)(R)(R)
(R)(R)(R)(R)
(R)(R)(R)(R)(R)(R)
(E)
(E)
(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)
(E)
VAN
VAN
VAN
VAN
VANVAN
VANVAN
285
273
290
280
275 280
285
305300
310
278269
280
281
284
286
286
287
277276275
284
270
284
286
273
285284283282284283282281 280
280
280285
289
287
298298
298
297296
289
293
292292292
297
296
297298
295
296297
294293291
288
291
290
294295
293295
291
289
286289
274
288
280279
280
281281
282283
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HERITAGE ROAD

HERITAGE ROADBUILDING A

FUTUREOFFICE

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA
BUILDING ABLDG. ABLDG. AHERITAGE ROAD
BLDG. BBLDG. BBLDG. C

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY
Sheet NumberJob NumberScaleDrawing DateCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid SetIssue Dates --- H E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 Revision Dates1--
---
\\RLA-FS\Shared Folders\Data\Dwgs\SMITH\Rockefeller Escaya\1-SD\rock-area exhibit.dwg Thu.,30 Sep.2021-6:19pm Plotted by: Soo L2.0
LANDSCAPETABULATIONLANDSCAPE TABULATIONSTOTAL SITE AREA = 504,190 S.F.TOTAL SITE LANDSCAPE AREA REQUIRED (15%) = 75,629 S.F.TOTAL LANDSCAPE PROVIDED = 68,657 S.F. (13.6%)TOTAL PARKING LOT AREA= 59,206 S.F.TOTAL PARKING LOT LANDSCAPE AREA REQUIRED (10%) = 5,921 S.F.TOTAL PARKING LOT LANDSCAPE AREA PROVIDED = 6,338 S.F. (10.7%)

PROPERTYLINE PROPERTYLINE RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINERIGHT-OF-WAY LINE

PROPERTYLINEPROPERTYLINE

EXISTINGMOWCURBEXISTINGMOWCURBEXISTINGMOWCURBEXISTINGMOWCURBEXISTINGCONCRETEV-DITCHEXISTING CONCRETEV-DITCH

EXISTINGCONCRETEV-DITCH

PROPERTY LINE

RIGHT-OF-WAY
42" SCREENING SHRUB

LANDSCAPE SLOPESETBACKLANDSCAPEDPARKWAYSIDEWALK'V'DITCH RETANINING WALL8' MAX RETAINIING
42" HT. GUARDRAIL

WHEEL STOPS TO KEEPOVERHANG OUT OFLANDSCAPE AREA

HERITAGE ROAD

PROPERTY LINE

RIGHT-OF-WAY

LANDSCAPEDPARKWAYSIDEWALK
42" SCREENINGSHRUB

HERITAGE ROAD
LANDSCAPE SLOPESETBACK42" SCREENING SHRUBLANDSCAPEDPARKWAYSIDEWALKPROPERTY LINE

RIGHT-OF-WAY

HERITAGE ROAD

FUTUREOFFICE

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVEV CHARGINGEV CHARGINGEV CHARGING CLEAN AIR /CARPOOL / EV

VANVANVANVAN
VANVAN
VAN
VAN
285 273
290
280
275
280
285
305300310
278
269
280
281
284286 286287
277276275284
270
284
286
273
285284283282
284283282281
280
280
280285
289
287
298
298
298
297296289
293
292
292292 297296 297298
295
296297294293
291
288
291290 294295293295
291
289
286
289
274288
280279
280
281
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LOBBY
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OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPYLOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAKOPEN OFFICEOFFICE10' X 12'OFFICE11'-6" X 12'OFFICE10'-6" X 12'LOBBY JAN.

OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
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SD
SD
SD
SD
SD
SD
SD
SD
SD

SD SD SD SD SD SD
S S
S
SS
II
IIII
I
II
I
II II
I I
I C
III II

I G II I II

IIII EECETTCCC
C
II
G

PROPERTY LINE

RIGHT-OF-WAY

LANDSCAPE SLOPESETBACKLANDSCAPEDPARKWAYSIDEWALK
42" SCREENING SHRUB

HERITAGE ROAD
Sheet NumberJob NumberScaleDrawing DateCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid SetIssue Dates --- H E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 Revision Dates1--
---
\\RLA-FS\Shared Folders\Data\Dwgs\SMITH\Rockefeller Escaya\1-SD\rock-x-section.dwg Thu.,30 Sep.2021-6:19pm Plotted by: Soo L2.1

PARKING SCREENSECTIONS
SCALE: N.T.S.KEY MAP
SCALE: 3/16" = 1'-0"SECTION D-DD
SCALE: 3/16" = 1'-0"SECTION B-BB
SCALE: 3/16" = 1'-0"SECTION A-AA
D-D--
C-C--
B-B--
A-A--
SCALE: 3/16" = 1'-0"SECTION C-CC
HERITAGE RD.BUILDING A
BLDG.CBLDG.B

HERITAGE ROAD

BUILDING A

FUTUREOFFICE
BUILDING ABLDG. ABLDG. AHERITAGE ROAD

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX (R)
(R)(R)(R)(R)(R)(R)(R)
(R)(R)(R)(R)
(R)(R)(R)(R)(R)(R)(R)
(E)
(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
VAN
VAN
VAN
VAN
285
273280
275 280
285
278269
280
281
284
286
286
287
277276275
284
270
284
286
273
285284283282284283282281 280
280
280285 287286289
274
288
280279
280
281281
282283
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HERITAGE ROAD

HERITAGE ROADBUILDING A

FUTUREOFFICE

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA
BUILDING ABLDG. ABLDG. AHERITAGE ROAD
BLDG. BBLDG. BBLDG. C

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
(R)
(R)(R)(R)(R)(R)(R)(R)
(R)(R)(R)(R)
(R)(R)(R)(R)(R)(R)(R)
(E)
(E)
(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)
(E)(E)(E)(E)
(E)(E)(E)
LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAK

OPEN OFFICE
OFFICE10' X 12'
OFFICE11'-6" X 12'OFFICE10'-6" X 12'
LOBBY
JAN.OFFICE10' X 12'WOMEN'SMEN'SMEN'SWOMEN'S
VAN
VAN
VAN
VAN
VANVAN
VANVAN
285
273
290
280
275 280
285
305300
310
278269
280
281
284
286
286
287
277276275
284
270
284
286
273
285284283282284283282281 280
280
280285
289
287
298298
298
297296
289
293
292292292
297
296
297298
295
296297
294293291
288
291
290
294295
293295
291
289
286289
274
288
280279
280
281281
282283
W
SW
S
S

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>>>
= 23,474 S.F.TOTAL AREA OF SHADE FROM TREES = 23,200 S.F. = 46,684 S.F.SHADE CALCULATION SHADE PROVIDED BY TREES AT 5 YEARS GROWTHSHADE AND PAVING LEGENDTOTAL REQUIRED SHADE AREA (50%)(TREES AT 5 YEARS MATURITY)TOTAL SHADED AREA= 23,474 S.F. (50.3%)TOTAL AREA OF PARKING STALLS

AREA OF PARKING STALLS & ASSOCIATEDVEHICULAR CIRCULATION EXISTING PLANT SCHEDULETREESSYMBOLBOTANICAL NAMECOMMON NAMEARBUTUS UNEDOSTAWBERRY TREECERCISOCCIDENTALISWESTERN REDBUDQUERCUS AGRIFOLIACOAST LIVE OAKRHUS LANCEAAFRICAN SUMACSCHINUS MOLLECALIFORNIA PEPPERNOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES ANEXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R)INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE.

PROPOSED PLANT PALETTESYMBOLBOTANICAL NAMECOMMON NAMESIZETREESCERCIS OCCIDENTALISWESTERN REDBUD24" BOXSTD.PLATANUS RACEMOSACALIFORNIASYCAMORE24" BOXSTD.QUERCUS AGRIFOLIACOAST LIVE OAK24" BOXSTD.RHUS LANCEAAFRICAN SUMAC24" BOXSTD.

Sheet NumberJob NumberScaleDrawing DateCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid SetIssue Dates --- H E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 Revision Dates1--
---
J:\Dwgs\SMITH\Rockefeller Escaya\1-SD\rock-shade diagram.dwg Thu.,30 Sep.2021-6:19pm Plotted by: Soo L3.1

PRELIMINARYSHADE DIAGRAM

STREETSCAPE PLANTING PERSEPARATE PERMIT, BY OTHERSKEY MAPNOT TO SCALE MATCHLINE - SEE SHEET L2.2

HERITAGE ROAD

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA

HERITAGE ROAD
BLDG. BBLDG. BBLDG. C

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EV
(R)(R)(R)(R)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E) LOBBY
CONFROOM12' X 19'IT CLOS
OFFICE10' x 12'OFFICE10' x 12'BREAKJAN.WOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM
VANVAN
VANVAN
273
290
305300
310
278269 277276275270
280285
289
287
298298
298
297296
289
293
292292292
297
296
297298
295
296297
294293291
288
291
290
294295
293295
291
289
286289
274
288

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HERITAGE ROAD

HERITAGE ROADBUILDING A

FUTUREOFFICE

BUILDING BBUILDING CFUTUREOFFICE

HERITAGE ROAD

SANTA MAYA
BUILDING ABLDG. ABLDG. AHERITAGE ROAD
BLDG. BBLDG. BBLDG. C

EV CHARGING

EV CHARGINGEV CHARGING

EV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVUSPSMAILBOX

USPSMAILBOX

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

EV CHARGINGEV CHARGINGEV CHARGING

MAILBOXUSPS

EV CHARGINGEV CHARGINGEV CHARGINGEV CHARGING

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EV

CLEAN AIR /CARPOOL / EVCLEAN AIR /CARPOOL / EV EV CHARGINGEV CHARGINGEV CHARGING

OPEN OFFICECOPY LOBBY
CONFROOM12' X 19'BREAKIT CLOSJAN.

OFFICE10' x 12'OFFICE10' x 12'COPYWOMEN'SMEN'SMEN'SWOMEN'S

OPEN OFFICE
ELECROOM9' X 20'FIREROOM

IT CLOS
CONFROOM12'-6" X 20'BREAK

Sheet NumberJob NumberScaleDrawing DateCheck ByDrawn ByE S C A Y A 2 0 2 0 S C A A R C H I T E C T U R E
A R C H I T E C T U R E13280 Evening Creek Drive South | Suite 125San Diego, CA 92128858.793.4777 | sca-sd.com SD/Pricing SetConstruction SetPlan CheckPermit SetPlanningBid SetIssue Dates --- H E R I T A G E R O A DC H U L A V I S T A , C A 9 1 9 1 1 Revision Dates1--
---
J:\Dwgs\SMITH\Rockefeller Escaya\1-SD\rock-shade diagram.dwg Thu.,30 Sep.2021-6:19pm Plotted by: Soo L3.2

PRELIMINARYSHADE DIAGRAM

STREETSCAPE PLANTING PERSEPARATE PERMIT, BY OTHERSKEY MAPNOT TO SCALE MATCHLINE - SEE SHEET L2.1

Chula Vista City CouncilMarch 22, 2022

Chula Vista City Council
March 22, 2022