HomeMy WebLinkAboutAttachment 3b - 517 Shinohara Plans3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt6/8/2023 2:57:03 PMM.F.C.JDCSDG21-0056-00TITLE SHEETSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CALIFORNIA 91911AD0.1SHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CALIFORNIA 91911OWNERGENERAL CONTRACTORARCHITECT3911 SORRENTO VALLEY BLVD,SAN DIEGO, CA 92121SUITE #120,P 858.638.7277F 858.638.7506 3911 SORRENTO VALLEY BLVD,SAN DIEGO, CA 92121SUITE #120,P 858.638.7277F 858.638.7506 MARIA CABRERAmcabrera@waremalcomb.comPH: (858) 638-7277 EXT. 1367EMAIL: jdiazcastro@waremalcomb.comJAIME DIAZ CASTROPH (858) 638-7277 EXT. 13142390 E. CAMELBACK RD. STE. 305VWP-OP SHINOHARA OWNER, LLCAndrew GraceyPHOENIX, AZ 85016858-378-4036858-378-4036andrew@onpointdev.vomOWNER'S CONSULTANTSARCHITECT'S CONSULTANTSVICINITY MAPSHEET INDEXLANDSCAPEL1.1PRELIMINARY LANDSCAPE PLANL2.1PRELIMINARY LANDSCAPE PLANLANDSCAPE SHEET COUNT: 2PROJECT DATALOT:423,779 S.F.9.72(ACRES)BUILDING COVERAGE:41%FAR:0.41LANDSCAPE AREA REQUIRED (15%):63,567S.F.LANDSCAPE COVERAGE:15.1%TOTAL PARKING LOT AREA:44,461S.F.PARKING AREA LANDSCAPE REQUIRED (10%):4,446S.F.PARKING LANDSCAPE PROVIDED:7,286S.F.WAREHOUSE_168,926 S.F. /1000169REQUIREDOFFICE_4,506 S.F./30015REQUIREDMEZZANINE_4,724 S.F./30016REQUIREDTOTAL PARKING PROVIDED:200STALLSSTANDARD PARKING PROVIDED:194STALLSACCESSIBLE PARKING PROVIDED:6STALLSTOTAL PARKING REQUIRED:200REQUIREDLANDSCAPE PROVIDED:63,978S.F.LONG-TERM BICYCLE PARKING PROVIDED10STALLSSHORT-TERM BICYCLE PARKING PROVIDED10STALLSBUILDING DEPARTMENT:CITY OF CHULA VISTA2019 CALIFORNIA BUILDING CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)2019 STATE OF CALIFORNIA ENERGY CODE2019 STATE OF CALIFORNIA GREEN BUILDING CODE2019 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDSTITLE 15 OF THE CHULA VISTA MUNICIPAL CODE (CVMC)ILP (LIMITED INDUSTRIAL PRECISE PLAN)LIMITED INDUSTRIALPER CBC CHAPTER S-1PER CBC TABLE 508.4 - NO SEPARATION REQUIREMENTVB - PER CBC CHAPTER 6 (SECTION 602)YES1644-040-01THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CHULA VISTA IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:THAT PORTION OF LOT 1 IN SECTION 19, TOWNSHIP 18 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 19; THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION, 812 FEET; THENCE EASTERLY AT RIGHT ANGLES TO SAID WEST LINE, 515 FEET; THENCE SOUTHERLY PARALLEL WITH SAID WEST LINE 508 FEET; THENCE EASTERLY AT RIGHT ANGLES 13 FEET; THENCE NORTHERLY PARALLEL WITH THE WEST LINE OF SAID SECTION, 1320 FEET TO THE NORTH LINE OF SAID SECTION; THENCE WEST ALONG SAID NORTH LINE, 528 FEET TO THE POINT OF BEGINNING.NEW 1-STORY WAREHOUSE BUILDING WITH TWO MEZZANINES TOTALING 178,156 SFWAREHOUSE (S-1) 173,432 SFWISEMAN + ROHY STRUCTURAL ENGINEERSSTRUCTURAL ENGINEERJIM WISEMAN9915 MIRA MESA BLVD., SUITE 200SAN DIEGO, CA 92131PH: (858) 536-5166 x 314jwiseman@wrengineers.comMARINO DESIGN CONSULTING, INC.MECHANICAL ENGINEERGERALD MARINO2615 CAMINO DEL RIO SOUTH, SUITE 402SAN DIEGO, CA 92108PH: (619) 550-2615 x 402gerald@mdcmechanical.comMPE CONSULTINGELECTRICAL ENGINEERDAN MAYORGAS10807 THORNMINT RDSAN DIEGO, CA 92127PH: (858) 673-4445dan@mpeconsulting.comPASCO LARET SUITER & ASSOCIATESCIVIL ENGINEERGREGORY W. LANG535 N. HIGHWAY 101, SUITE ASOLANA BEACH, CA 92075PH: (858) 259-8212 x 103glang@plsaengineering.comGEOCON, INCORPORATEDGEOTECHNICAL ENGINEERROD MIKESELL6960 FLANDERS DRIVESAN DIEGO, CA 92127PH: (858) 558-6900 x 220mikesell@geoconinc.comRIDGE LANDSCAPE ARCHITECTSLANDSCAPE ARCHITECTSOO WAI-KIN8841 RESEARCH DRIVE, SUITE 200IRVINE, CA 92618PH: (949) 387-1323 x 33soo@ridgela.comARCHITECTURALAD0.1 TITLE SHEETAD1.0 SITE PLANAD1.1 WALL AND FENCE PLANAD2.0 OVERALL FLOOR PLANAD2.1 PARTIAL FLOOR PLANAD2.2 PARTIAL FLOOR PLANAD3.0 OVERALL ROOF PLANAD3.1 PARTIAL ROOF PLANAD3.2 PARTIAL ROOF PLANAD4.1 EXTERIOR ELEVATIONSAD4.2 EXTERIOR ELEVATIONSAD4.3 EXTERIOR ELEVATIONSAD5.0 BUILDING SECTIONSAD5.1 BUILDING SECTIONSAD6.0 TRASH ENCLOSURE PLANSAD7.0 PERSPECTIVESARCHITECTURAL SHEET COUNT: 16ZONING CLASSIFICATION:APPLICABLE CODES:OCCUPANCY CLASSIFICATION:OCCUPANCY SEPARATION:TYPE OF CONSTRUCTION:SPRINKLERED:NUMBER OF STORIES:ASSESSOR'S PARCEL NO.:LEGAL DESCRIPTION:PROJECT SCOPE:TENANT OCCUPANCY:NNOT TO SCALEPROJECT SITEPROJECT DESCRIPTIONBUILDING AREA (FOOTPRINT)173,432S.F.THIS PROJECT IS A NEW GROUND UP COMMERCIAL BUILDING (173,432 S.F.) ON CONCRETE SLAB WITH SHELL AND FUTURE FIRST FLOOR OFFICE AREA (4,506 S.F.) WITH MEZZANINE (4,724 S.F.) BUILD OUT, WAREHOUSE WITH LOADING DOCKS AND ROLL UP DOORS AND RAMPS, TRASH ENCLOSURE, LANDSCAPE AND ASSOCIATED SITE WORK, MECHANICAL, PLUMBING AND ELECTRICAL. Brandywine AveDATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL27/21/2022DESING REVIEW SUBMITTAL 2MARINO DESIGN CONSULTING, INC.PLUMBING ENGINEERGERALD MARINO2615 CAMINO DEL RIO SOUTH, SUITE 402SAN DIEGO, CA 92108PH: (619) 550-2615 x 402gerald@mdcmechanical.comGENERAL PLAN DESIGNATION:VAN ACCESSIBLE18 STALLS1 STALLS21 STALLSCLEAN AIR VEHICLEELECTRIC VEHICLETRAILER PARKING PROVIDED25STALLSCIVILC1.0TITLE SHEETC2.0EXISTING CONDITIONSC3.0SECTIONSC4.0SECTIONSC5.0SITE PLANC6.0PRELIMINARY GRADING PLANC7.0PRELIMINARY UTILITY PLANC8.0PRELIMINARY FIRE PLANC9.0PRELIMINARY FIRE TRUCK TURN PLANCIVIL SHEET COUNT: 91
5'T24'24'24'
36'
130'
35'
130'
125'
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'F.E.F.E.F.E.F.E.F.E.F.E.FIRE LANE (HATCHED)POLE MOUNTED LIGHT FIXTURE.WALLPACK LIGHT FIXTURE.1PARKING STALL COUNT TOTALDOCK HIGH TRUCK DOORGRADE LEVEL TRUCK DOORFUTURE DOCK HIGH TRUCK DOORFIRE HYDRANT P.I.V. WITH TAMPERTRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)TACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.LANDSCAPE AND IRRIGATION AREA.PROPERTY LINE.107108114115118103108123123123124SETBACK50'-0"SETBACK50'-0"SETBACK20'-0"SETBACK15'-0"OFFICE: 2,253 SFMEZZ: 2,361 SFAD6.04AD6.02123123123123123TOTAL PROPOSED BUILDING173,432 SFBRANDYWINE AVENUESHINOHARA LANEOLEANDER AVETIMBER ST10111311610410310110111290'-0"96'-6"TYP.125AD6.041173911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt6/8/2023 2:49:16 PMApproverAuthorSDG21-0056-00SITE PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CALIFORNIA 91911AD1.0KEYNOTES:LEGEND101 PROPERTY LINE, SEE CIVIL DRAWINGS.103 ACCESSIBLE PARKING STALL WITH SIGNAGE.104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.107 TRASH ENCLOSURE WITH RECYCLE BIN.108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE,SEE CIVIL DRAWINGS.112 VERTICAL CONCRETE RETAINING WALL ALONG NORTH, WEST, AND EASTSIDES OF PROPERTY.113 SLOPED RETAINING WALL ALONG SOUTH, WEST AND EAST SIDES OFPROPERTY.114 BIKE RACK.115 AMENITY AREA - REFER TO LANDSCAPE PLANS.116 SETBACK LINE.117 ELEVATOR TOWER.118 TRASH ENCLOSURE WITH RECYCLE BIN AND FOOD WASTE/ORGANICSRECYCLING.123 HOSE BIBB.124 FIRE PUMP ROOM.125 10' WIDE X 25' LONG X 14' HIGH CLEAR OFF-STREET LOADING SPACE.TYPICAL AT EACH DOCK DOOR LOCATION.N030' 60'100'300'1"=60'DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL102/25/2022DESIGN REVIEW RESUBMITTALSCALE: 1" = 60'-0"1SITE PLAN2
Aerial Fire TruckNCHRP REPORT 659 (US)
(c) 2014 Tran soft Solution s, In c. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014
Tran
soft Solution
s, In
c. All rights reserved.
Aerial Fire Truck
NCHRP REPORT 659 (US)
(c) 2014 Transoft Solutions, Inc. All rights reserved.35.08ftAerial Fire TruckNCHRP REPORT 659 (US)(c) 2014
Tran
soft Solution
s, In
c. All rights reserved.
Aerial Fire Truck
NCHRP REPO RT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.
5'T24'24'24'
36'
130'
35'
130'
125'
2
4
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46'
32'
2
4
'UP113113113112112112119119119121121120120120120121112119122FIRE LANE (HATCHED)POLE MOUNTED LIGHT FIXTURE.WALLPACK LIGHT FIXTURE.1PARKING STALL COUNT TOTALDOCK HIGH TRUCK DOORGRADE LEVEL TRUCK DOORFUTURE DOCK HIGH TRUCK DOORFIRE HYDRANT P.I.V. WITH TAMPERTRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)TACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.LANDSCAPE AND IRRIGATION AREA.PROPERTY LINE.3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\Users\jdiazcastro\OneDrive - Ware Malcomb\Documents\0056_ARCH_jdiazcastro.rvt5/9/2022 6:11:53 PMApproverAuthorSDG21-0056-00WALL AND FENCE PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD1.1SCALE: 1" = 40'-0"1WALL AND FENCE PLANKEYNOTES:LEGEND112 VERTICAL CONCRETE RETAINING WALL ALONG NORTH, WEST, AND EASTSIDES OF PROPERTY.113 SLOPED RETAINING WALL ALONG SOUTH, WEST AND EAST SIDES OFPROPERTY.119 CRASH BARRIER CABLE RAIL MOUNTED ON TOP OF ENTIRE RETAININGWALL.120 6'-0" SOLID MASONRY WALL MOUNTED ON VERTICAL RETAINING WALL.121 CALTRANS HIGHWAY CABLE RAIL FENCE (42" HIGH) MOUNTED ON TOP OFVERTICAL RETAINING WALL.122 4'-0" WIDE ACCESS GATE WITHIN WALL.DATEREMARKSAerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. All rights reserved.Aerial Fire TruckNCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc
. All
ri
ghts rese
rved.TruckREPORT 659 (US)Aerial Fire Truck
NCHRP REPORT 659 (US)(c) 2014 Transoft Solutions, Inc. A ll rights reserved.ftT24'24'
130'
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'TOTAL POFFICE: 2,253 SFMEZZ: 2,361 SFCK1"90'-1"DESIGN REVIEW RESUBMITTAL205/11/2022T/W: 0' AFGT/W: 22.6' AFGT/W: 26.8' AFGT/W: 30.2' AFGT/W: 42.9' AFGT/W: 45.8' AFGT/W: 47.7' AFGT/W: 49.3' AFGT/W: 50' AFGT/W: 49.2' AFGT/W: 47.5' AFGT/W: 46' AFGT/W: 35.1' AFGT/W: 30.9' AFGT/W: 0' AFGT/W: 5.4' AFGT/W: 0' AFGT/W: 12' AFGT/W: 0' AFGT/W: 1' AFGT/W: 8.4' AFGT/W: 10.2' AFGT/W: 10.7' AFGT/W: 8.6' AFGT/W: 3.2' AFGT/W: 1' AFGT/W: 3' AFGT/W: 7.4' AFGT/W: 10.7' AFGT/W: 26.1' AFGT/W: 39.9' AFGT/W: 48.8' AFGT/W: 49.9' AFGT/W: 47.3' AFGT/W: 43.5' AFGT/W: 38.2' AFGT/W: 27.5' AFGT/W: 18' AFGT/W: 5.2' AFGT/W: 1' AFGT/W: 19' AFGT/W: 7.5' AFGT/W: 6.5' AFGT/W: 6' AFG119122T/W: 46' AFGT/W: 46' AFGT/W: 44.4' AFGAerial Fire TruckAerial335'
2'1073
11AA1AD4.31AD4.21AD4.12AD4.3BB22334455667788991010111112121313CCDDEEFFGG623'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"623'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"FUTURE OFFICE AREA40'-0"2AD4.23AD4.21AD5.01AD5.1OFFICE AREA59'-0"40'-0"59'-0"3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:53 PMApproverAuthorSDG21-0056-00OVERALL FLOOR PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD2.0WALL LEGENDKEYNOTES:LEGENDSCALE: 1" = 30'-0"1FLOOR PLANSEE SHEET A0.2 FOR GENERAL NOTESN015' 30' 60'150'1"=30'DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL4
11AB223344556677CDEFG44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"304'-0"18'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"29'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"33'-0"15'-0"15'-0"2'-6"18'-6"4'-0"304'-0"4'-0 3/8"1'-3"5'-10 1/2" 14'-4" 2'-6"2'-6"10'-0" 5'-0" 10'-0"2'-6"TYP.201TYP.211TYP.212TYP.209TYP.206OFFICE AREA4'-0" 21'-6" 2'-6" 15'-0" 14'-0" 1'-0"38'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"3'-6" 12'-0"4'-4"3'-0"3'-2"2'-6"9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6"3'-2"3'-0"7'-10" 9'-0"3'-0" 2'-6"9'-0" 3'-0" 9'-0"2'-6"2'-6" 9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6"2'-6" 9'-0" 4'-8"3'-0"6'-10" 2'-6"2'-6"10'-0"5'-0"10'-0"2'-6"2'-6"18'-6"4'-0"20559'-0"40'-0"CONCRETE WALLINTERIOR NON-RATED PARTITIONPROPOSED FUTURE OFFICE AREA3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:53 PMApproverAuthorSDG21-0056-00PARTIAL FLOOR PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD2.1WALL LEGENDKEYNOTES:LEGEND201 STRUCTURAL COLUMN, TYP.205 LINE OF BUILDING OVERHANG ABOVE.206 ROOF DRAIN PIPE.209 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING UNITS.211 9' x 10' SECTIONAL DOOR, PAINTED.212 14' x 12' SECTIONAL DOOR.SEE SHEET A0.2 FOR GENERAL NOTESN010' 20' 40'100'1"=20'DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALSCALE: 1" = 20'-0"1PARTIAL FLOOR PLAN - SOUTH5
AB7788991010111112121313CDEFG52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"FUTURE OFFICE AREA319'-0"319'-0"2'-6" 9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6"2'-2" 3'-0"5'-4" 12'-0" 3'-6"2'-6"9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 3'-0" 9'-0"2'-6" 2'-6"9'-0" 14'-6"4'-0"18'-6"2'-6"2'-6"10'-0"2'-6"2'-6"10'-0"2'-6"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0" 7'-0"TYP.209TYP.201TYP.211TYP.212TYP.20629'-8"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"30'-0"15'-0"15'-0"2'-6"18'-6"4'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"26'-0"27'-0 1/2" 15'-0" 15'-0" 2'-6" 21'-6" 4'-0"2'-6"10'-0"2'-6" 2'-6"10'-0"2'-6"2'-6"14'-4" 5'-10 1/2"1'-3 1/2"4'-0"20559'-0"40'-0"CONCRETE WALLINTERIOR NON-RATED PARTITIONPROPOSED FUTURE OFFICE AREA3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:54 PMApproverAuthorSDG21-0056-00PARTIAL FLOOR PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD2.2DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALWALL LEGENDKEYNOTES:LEGEND201 STRUCTURAL COLUMN, TYP.205 LINE OF BUILDING OVERHANG ABOVE.206 ROOF DRAIN PIPE.209 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING UNITS.211 9' x 10' SECTIONAL DOOR, PAINTED.212 14' x 12' SECTIONAL DOOR.SEE SHEET A0.2 FOR GENERAL NOTESN010' 20' 40'100'1"=20'SCALE: 1" = 20'-0"1PARTIAL FLOOR PLAN - NORTH6
11AA1AD4.31AD4.21AD4.12AD4.3BB22334455667788991010111112121313CCDDEEFFGG1AD5.01AD5.1623'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"623'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:55 PMApproverAuthorSDG21-0056-00OVERALL ROOF PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD3.0N015' 30' 60'150'1"=30'DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALSCALE: 1" = 30'-0"1OVERALL ROOF PLANNOTES:1. ALL ROOF APPURTENANCES WILL NOT BE VISIBLE FROM THE ADJACENT RESIDENTIAL PROPERTIESOR OLEANDER AVENUE.7
11AB223344556677CDEFGRIDGE30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"47'-8"47'-8"47'-8"47'-8"47'-8"47'-8"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"33'-6"34'-6"33'-6"34'-6"33'-6"34'-6"33'-6"34'-6"34'-6"34'-6"33'-6"33'-6"34'-6"TYP.303TYP.304TYP.302TYP.30244'-0"52'-0"52'-0"52'-0"52'-0"52'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"304'-0"325'-0"304'-0"44'-0"52'-0"52'-0"52'-0"52'-0"52'-0"H.P.H.P.H.P.L.P.L.P.L.P.35'-6"34'-6"M.P.M.P.H.P.M.P.H.P.L.P.H.P.H.P.H.P.L.P.H.P.L.P.1/4" / 1'-0"34'-6"36'-6"35'-6"SKYLIGHT: (2%)COORDINATE EXACT LOCATION TO PREVENT CONFLICT WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS. 3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:56 PMApproverAuthorSDG21-0056-00PARTIAL ROOF PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD3.1DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALKEYNOTES:LEGEND302 BUILT-UP ROOFING.303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.304 CRICKET.SEE SHEET A0.2 FOR GENERAL NOTESN010' 20' 40'100'1"=20'ABBREVIATIONSCALCULATIONSSCALE: 1" = 20'-0"1PARTIAL ROOF PLAN - SOUTHSKYLIGHTS:SKYLIGHT SIZE: 48"x96"=32 S.F.(WAREHOUSE AREA S.F.) x 2.0%170,918 x .02(SKYLIGHT SIZE)32DESIRED: 107 SKYLIGHTSPROVIDED: 108 SKYLIGHTSFUTURE SOLAR:ROOF AREA:173,461 S.F.SKYLIGHT AREA:3,456 S.F.ROOF AREA LESS SKYLIGHT:170,005 S.F.15% OF ROOF AREA (LESS SKYLIGHTS):25,501 S.F.TOTAL AREA FOR FUTURE SOLAR REQUIRED:25,501 S.F.*TOTAL AREA FOR FUTURE SOLAR PROVIDED:XXX,XXX S.F.* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS FOR FUTURE SOLAR ENERGY SYSTEMS. T.O.P. = TOP OF PARAPETH.P. = TOP OF ROOFING - HIGH POINTM.P. = TOP OF ROOFING - MID POINTL.P.= TOP OF ROOFING - LOW POINT8
AB7788991010111112121313CDEFG29'-4"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"47'-8"47'-8"47'-8"47'-8"47'-8"47'-8"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"325'-0"55'-0"52'-0"52'-0"52'-0"59'-0"55'-0"319'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"RIDGE319'-0"52'-0"52'-0"52'-0"52'-0"52'-0"59'-0"33'-6"34'-6"33'-6"34'-6"33'-6"34'-6"33'-6"35'-6"34'-6"34'-6"33'-6"34'-6"33'-6"34'-6"33'-6"34'-6"L.P.H.P. L.P.L.P.L.P.H.P.H.P.H.P.M.P.M.P.M.P.H.P.H.P.H.P.H.P.L.P.L.P.L.P.TYP.302TYP.302TYP.304TYP.3031/4" / 1'-0"1/4" / 1'-0"36'-6"35'-6"SKYLIGHT: (2%)COORDINATE EXACT LOCATION TO PREVENT CONFLICT WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS. 3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:27:57 PMApproverAuthorSDG21-0056-00PARTIAL ROOF PLANSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD3.2DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALKEYNOTES:LEGEND302 BUILT-UP ROOFING.303 ROOF DRAIN AND OVERFLOW DRAIN LOCATION.304 CRICKET.SEE SHEET A0.2 FOR GENERAL NOTESN010' 20' 40'100'1"=20'ABBREVIATIONSCALCULATIONSSKYLIGHTS:SKYLIGHT SIZE: 48"x96"=32 S.F.(WAREHOUSE AREA S.F.) x 2.0%170,918 x .02(SKYLIGHT SIZE)32DESIRED: 107 SKYLIGHTSPROVIDED: 108 SKYLIGHTSFUTURE SOLAR:ROOF AREA:173,461 S.F.SKYLIGHT AREA:3,456 S.F.ROOF AREA LESS SKYLIGHT:170,005 S.F.15% OF ROOF AREA (LESS SKYLIGHTS):25,501 S.F.TOTAL AREA FOR FUTURE SOLAR REQUIRED:25,501 S.F.*TOTAL AREA FOR FUTURE SOLAR PROVIDED:XXX,XXX S.F.* CEC SECTION 110.10(B)4 DOES NOT REQUIRE THE INCLUSION OF ANY COLLATERAL LOADS FOR FUTURE SOLAR ENERGY SYSTEMS. T.O.P. = TOP OF PARAPETH.P. = TOP OF ROOFING - HIGH POINTM.P. = TOP OF ROOFING - MID POINTL.P.= TOP OF ROOFING - LOW POINTSCALE: 1" = 20'-0"1PARTIAL ROOF PLAN - NORTH9
F.F.E.0"02 MEZZANINE14'-0"12345678910111213T.O.P.43'-0"F.F.E.0"02 MEZZANINE14'-0"1234567T.O.P.43'-0"402401TYP.404405TYP.406TYP.413DECABTYP.410BCAD414TYP.415F.F.E.0"02 MEZZANINE14'-0"8910111213T.O.P.43'-0"TYP.413TYP.404TYP.406405401402ABCDECATYP.410414TYP.415BASE COLOR: WHITEPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.SECONDARY COLOR: LIGHT GRAYACCENT COLOR: DARK GRAYCOLORS:ACCENT COLOR: CHARCOALACCENT COLOR: BURGUNDY?A?B?C?D?EVISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:XXXXXXXU FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:00 PMApproverAuthorSDG21-0056-00EXTERIOR ELEVATIONSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD4.1KEYNOTES:LEGEND401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING UNITS.402 ALUMINUM STOREFRONT DOOR.404 V-SHAPED REVEAL.405 14' X 12' SECTIONAL DOOR, PAINTED.406 9' x 10' SECTIONAL DOOR, PAINTED.410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.413 SECONDARY OVERFLOW WITH COW'S TONGUE.414 KNOX BOX.415 3'-0" X 7'-0" EGRESS DOOR.SEE SHEET A0.2 FOR GENERAL NOTES08'16'32'64'1/16"=1'-0"LEGENDSCALE: 1" = 30'-0"1OVERALL EAST EXTERIOR ELEVATIONSCALE: 1/16" = 1'-0"2PARTIAL EAST EXTERIOR ELEVATION - ZONE 1SCALE: 1/16" = 1'-0"3PARTIAL EAST EXTERIOR ELEVATION - ZONE 108'16'32'64'1/16"=1'-0"015' 30' 60'150'1"=30'DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL102/25/2022DESIGN REVIEW RESUBMITTAL1SHEET1/19/2023 12:44:58 PMAD4.110
F.F.E.0"02 MEZZANINE14'-0"12345678910111213T.O.P. 390039'-0"F.F.E.0"02 MEZZANINE14'-0"78910111213T.O.P. 390039'-0"TYP.410TYP.413ACBEDTYP.415F.F.E.0"02 MEZZANINE14'-0"123456T.O.P. 390039'-0"TYP.404TYP.410TYP.413ACBDETYP.415BASE COLOR: WHITEPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.SECONDARY COLOR: LIGHT GRAYACCENT COLOR: DARK GRAYCOLORS:ACCENT COLOR: CHARCOALACCENT COLOR: BURGUNDY?A?B?C?D?EVISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:XXXXXXXU FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:02 PMApproverAuthorSDG21-0056-00EXTERIOR ELEVATIONSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD4.2KEYNOTES:LEGEND404 V-SHAPED REVEAL.410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.413 SECONDARY OVERFLOW WITH COW'S TONGUE.415 3'-0" X 7'-0" EGRESS DOOR.SEE SHEET A0.2 FOR GENERAL NOTES08'16'32'64'1/16"=1'-0"LEGEND08'16'32'64'1/16"=1'-0"015' 30' 60'150'1"=30'SCALE: 1" = 30'-0"1OVERALL WEST EXTERIOR ELEVATIONDATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL102/25/2022DESIGN REVIEW RESUBMITTALSCALE: 1/16" = 1'-0"2PARTIAL WEST EXTERIOR ELEVATION - ZONE 1SCALE: 1/16" = 1'-0"3PARTIAL WEST EXTERIOR ELEVATION - ZONE 11SHEET1/19/2023 12:45:01 PMAD4.211
F.F.E.0"02 MEZZANINE14'-0"ABCDEFGT.O.P. 390039'-0"STREET-42'-7 51/256"TYP.401TYP.404DBACETYP.410ADTYP.415F.F.E.0"02 MEZZANINE14'-0"ABCDEFGT.O.P.43'-0"TYP.401TYP.404DCAATYP.410BECBTYP.415BASE COLOR: WHITEPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.SECONDARY COLOR: LIGHT GRAYACCENT COLOR: DARK GRAYCOLORS:ACCENT COLOR: CHARCOALACCENT COLOR: BURGUNDY?A?B?C?D?EVISION GLASSSPANDREL GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE:XXXXXXXU FACTOR = 0.28 AND SHGC = 0.28GLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:04 PMApproverAuthorSDG21-0056-00EXTERIOR ELEVATIONSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD4.3DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL102/25/2022DESIGN REVIEW RESUBMITTALKEYNOTES:LEGEND401 ALUMINUM STOREFRONT SYSTEM WITH 1" THICK INSULATED GLAZING UNITS.404 V-SHAPED REVEAL.410 WALL PACK LIGHT. SEE ELECTRICAL DRAWINGS FOR SPECIFICATION.415 3'-0" X 7'-0" EGRESS DOOR.SEE SHEET A0.2 FOR GENERAL NOTESLEGEND08'16'32'64'1/16"=1'-0"08'16'32'64'1/16"=1'-0"SCALE: 1/16" = 1'-0"1OVERALL NORTH EXTERIOR ELEVATIONSCALE: 1/16" = 1'-0"2OVERALL SOUTH EXTERIOR ELEVATION1SHEET1/19/2023 12:45:03 PMAD4.312
F.F.E.0"02 MEZZANINE14'-0"12345678910111213T.O.P. 400040'-0"F.F.E.0"02 MEZZANINE14'-0"1234567T.O.P. 400040'-0"TYP.504TYP.509TYP.517503F.F.E.0"02 MEZZANINE14'-0"8910111213T.O.P. 400040'-0"TYP.517TYP.5095033911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:05 PMApproverAuthorSDG21-0056-00BUILDING SECTIONSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD5.0KEYNOTES:503 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.504 CONCRETE PANEL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.509 STRUCTURAL COLUMN BEYOND. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.517 ROOF DRAIN. SEE ROOF PLANS AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.SEE SHEET A0.2 FOR GENERAL NOTESDATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALSCALE: 1" = 30'-0"1NORTH-SOUTH OVERALL BUILDING SECTIONLEGEND08'16'32'64'1/16"=1'-0"08'16'32'64'1/16"=1'-0"015' 30' 60'150'1"=30'SCALE: 1/16" = 1'-0"2NORTH-SOUTH PARTIAL BUILDING SECTIONSCALE: 1/16" = 1'-0"3NORTH-SOUTH PARTIAL BUILDING SECTION13
F.F.E.0"02 MEZZANINE14'-0"BCDEFGT.O.P.43'-0"TYP.517TYP.5045033911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:06 PMApproverAuthorSDG21-0056-00BUILDING SECTIONSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD5.1DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTALKEYNOTES:503 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.504 CONCRETE PANEL. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.517 ROOF DRAIN. SEE ROOF PLANS AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.SEE SHEET A0.2 FOR GENERAL NOTESLEGENDLEGEND08'16'32'64'1/16"=1'-0"SCALE: 1/16" = 1'-0"1WEST-EAST BUILDING SECTION14
F.F.E.0"STREET-42'-7 51/256"DOOR AT SITE LEVELGUARDRAIL10'-6"42'-7"DOOR AT STREET LEVEL53'-7"AAD6.0CAD6.0DAD6.0BAD6.010'-4"8'-4 1/2"10'-0 1/2"7AD6.05AD6.012'-0"11'-0"PEDESTRIAN DOORTRASH BIN PER CITY OF CHULA VISTA REQUIREMENT8"21'-0"8"CURBCONCRETE WALLSTEEL GATELEVEL LOADING AREA (CONCRETE)8"RECYCLE BIN PER CITY OF CHULA VISTA REQUIREMENTS2'-0"FOOD WASTE/ORGANICS BIN PER CITY OF CHULA VISTA REQUIREMENT22'-4"LINE OF ROOF ABOVECANE BOLT ANCHOR HOLES TO SECURE GATEGATE POST (INDEPENDENTLY ANCHORED)6AD6.0COLUMN2'-0"F.F.E.0"6'-0"10'-0"STEEL GATECONCRETE WALLSOLID ROOF COVERINGF.F.E.0"PEDESTRIAN DOORCONCRETE WALLSOLID ROOF COVERING6'-0"10'-0"RETAINING WALLPEDESTRIAN BRIDGEGUARDRAIL53'-1"42'-7"3'-6"RETAINING WALLPEDESTRIAN BRIDGEGUARDRAIL53'-1"42'-7"3'-6"F.F.E.0"GATE POSTCOLUMNGATE DOOR10'-0"SOLID ROOF COVERINGCONCRETE WALL6'-0"CONCRETE FOOTING PER CITY REQUIREMENTS16'-0"11'-0"12'-0"RECYCLE BIN PER CITY OF CHULA VISTA REQUIREMENTS2'-0"8"14'-8"8"LINE OF ROOF ABOVEPEDESTRIAN DOORGATE POST (INDEPENDENTLY ANCHORED)LEVEL LOADING AREA (CONCRETE)CANE BOLT ANCHOR HOLES TO SECURE GATESTEEL GATECOLUMNCURBCONCRETE WALLTRASH BIN PER CITY OF CHULA VISTA REQUIREMENTS2'-0"3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:07 PMApproverAuthorSDG21-0056-00ELEVATOR & TRASHENCLOSURE PLANSSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD6.0DATEREMARKS11/22/2021DESIGN REVIEW SUBMITTAL102/25/2022DESIGN REVIEW RESUBMITTALSCALE: 1/4" = 1'-0"1ENLARGED ELEVATOR PLAN AND ELEVATIONSSCALE: 1/4" = 1'-0"2ENLARGED TRASH ENCLOSURE PLAN AND ELEVATIONS1567ABCD15
3911 Sorrento Valley Blvd, Suite #120San Diego, CA, 92121P 858.638.7277 CIVIL ENGINEERINGBRANDINGBUILDING MEASUREMENTINTERIORSPLANNINGARCHITECTUREJOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTC:\_Revit\0056_ARCH_jdiazcastro.rvt2/25/2022 9:28:10 PMApproverAuthorSDG21-0056-00PERSPECTIVESSHINOHARA BUSINESSCENTER517 SHINOHARA LANECHULA VISTA, CA 91911AD7.0DATEREMARKSSCALE:1SOUTH-WEST PERSPECTIVESCALE:2SOUTH-EAST PERSPECTIVESCALE:3NORTH-WEST PERSPECTIVE16
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FFSHINOHARA LANE 8.9%
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1.5%3.6%1.5%1.5%1.5%1.5%1.5%1.6%1.6%6.7%2.1%1.5%3.7%1.7%3.7%1.5%7.3%4.3%1.7%3.7%7.3%1.5%
8.9%
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1.0%1.0%1.0%1.5%0.9%4 FT TRUCK DOCK4 FT TRUCK DOCK3.7%1.3%
1.5%
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1.0%1.0%1.0%1.0%4.8%4.8%4.8%4.8%1.5%1.0%3.3%3.3%3.3%1.5%165155160 150180
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N 88°55'35" W 528.19'N 01°06'38" E 1121.68'1.3%4 FT TRUCK DOCK195
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FFSHINOHARALANEOFFICE /MEZZINDUSTRIAL BLDG197.50 FF(E-12")(E-8")(E-8")(R-6")(R-12")(R-12")(R-12")(R-12")(R-12")(R-8")(R-8")(R-8")(R-10")(R-6")(R-8")(R-10")(R-8")(R-6")(E-6")(R-8")(R-6")(R-8")(R-6")(R-6")PROPOSED PLANT SCHEDULETREESSYMBOLBOTANICAL NAMECOMMON NAMESIZE /FORMHT. X SPRD.X CAL. (MIN.)WATERUSEDESCRIPTIONCERCISOCCIDENTALISWESTERN REDBUD24" BOXSTD.8'H X 3'WX 1-1/2"CAL.LSMALLFLOWERINGTREEPINUS ELDARICAAFGHAN PINE24" BOXSTD.9'H X 3'W X1-1/4" CALLVERTICALEVERGREENPLATANUSRACEMOSACALIFORNIASYCAMORE24" 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.LORNAMENTALGRASSOLEA '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.LEVERGREENHEDGEWATER 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.PROPOSED PLANT SCHEDULE - SLOPESSHRUBS, GRASSES, & GROUNDCOVERSSYMBOLBOTANICAL NAME COMMON NAMESIZE SPACINGWATERUSEDESCRIPTIONBACCHARIS P.'PIGEON POINT'DWARF COYOTEBRUSH1 GAL.8' O.C.LEVERGREENLOW SHRUBBOUGAINVILLEA 'LAJOLLA'RED SHRUBBOUGAINVILLEA1 GAL,48" O.C. LFLOWERINGSHRUB ROSMARINUS O.'PROSTRATUSPROSTRATEROSEMARY1 GAL. 48" O.C. LEVERGREENLOW SHRUBSALVIA CLEVELANDII'POZO BLUE'POZO BLUE SAGE5 GAL.48" O.C. L UPRIGHT SHRUBHETEROMELESARBUTIFOLIATOYON5 GAL.60" O.C. L LARGE SHRUBRHUS OVATASUGAR BUSH1 GAL. 60" O.C. LLARGE SHRUBWATER 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.PROPOSED PLANT SCHEDULE - VERDURA WALLSSHRUBS, GRASSES, & GROUNDCOVERSSYMBOLBOTANICAL NAME COMMON NAMESIZESPACINGWATERUSEDESCRIPTIONVERBENA LILACINA‘DE LA MINA’VERBENA4" POT1 PER CELL MTRAILINGPERRENIALBOUGAINVILLEA SPP. BOUGAINVILLEA4" POT 1 PER CELL LTRAILINGPERRENIALROSMARINUS O.'PROSTRATUSPROSTRATEROSEMARY4" POT 1 PER CELL LSPREADINGGROUNDCOVERLONICERA HISPDULAPINK CHAPARRALHONEYSUCKLE4" POT 1 PER CELLLTRAILINGPERRENIALWATER 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.PROPOSED PLANT SCHEDULE - BIOSWALESHRUBS, GRASSES, & GROUNDCOVERSSYMBOLBOTANICAL NAMECOMMON NAMESIZE SPACINGWATERUSEDESCRIPTIONCAREX DIVULSABERKELEY SEDGE 1 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 TREE LEGENDSYMBOL BOTANICAL NAMECOMMON NAMETREESEUCALYPTUSSIDEROXYLONRED IRONBARKCUPANIOPSISANACARDIOIDESCARROTWOODPINUS SPP.PINEEXISTING LANDSCAPETO REMAIN &PROTECTED-IN-PLACE-NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATESAN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER(R) INDICATES AN EXISTING TREE TO BE REMOVED FROM SITE.THE NUMBER NEXT TO THE (E) OR (R) INDICATES THE TREECALIPER MEASURED AT BREAST HEIGHT (DBH).LANDSCAPE TABULATIONSTOTAL SITE AREA = 423,779 S.F.TOTAL LANDSCAPE AREA REQUIRED (15%) = 63,567 S.F.TOTAL LANDSCAPE AREA PROVIDED = 64,130 S.F (15.1%)TOTAL PARKING LOT AREA = 44,738 S.F.TOTAL LANDSCAPE AREA REQUIRED (10%) = 4,474 S.F.TOTAL LANDSCAPE AREA PROVIDED = 7,440 S.F. (16.6%)TREE SEPARATION DISTANCESDRIVEWAYS - 10'TRAFFIC SIGNALS/STOP SIGNS - 20'INTERSECTIONS - 25' (TRIANGLE - FOR RESIDENTIAL)UTILITIES: UNDERGROUND - 5', ABOVE-GROUND - 10'FIRE HYDRANTS - 10'LIGHT STANDARDS - 10'SIDEWALK UNDERDRAINS - 3'10/12/2022SDG21-0056-00Preliminary Landscape Plan517 Shinohara Lane Chula Vista, CA, 91911 L1.1SEE L2.1 FOR LANDSCAPE CONCEPTSTATEMENT AND SITE DESIGN MATERIALSSTREETSCAPE PLANTING PER SEPARATEPERMIT, BY OTHERSEXISTING TREES TO BE DEMOLISHED ANDREMOVED FROM SITE TYP.EXISTING FENCE, TREES, SHRUBSAND GROUNDCOVER TO REMAINSTATEMENT OF COMPLIANCEI AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS OF THE LANDSCAPE IMPROVEMENTPLANS AS DESCRIBED IN CHAPTER 20.12 OF THE CITY OF CHULA VISTA MUNICIPAL CODE. I HAVE PREPAREDTHESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS THEREGULATIONS TO PROVIDE EFFICIENT WATER USE.TRAVIS EBBERT, LANDSCAPE ARCHITECT RLA #4624DATE03/10/2022CONCRETE TOPCASTFINISH AT BUILDINGENTRIES TYP.CONCRETE BROOM FINISH ATPEDESTRIAN WALKWAYS TYP.CONCRETE TOPCAST FINISHAT ELEVATOR ENTRYCONCRETE TOPCAST FINISHAT EMPLOYEE PATIOCONCRETE BROOM FINISH ATPEDESTRIAN WALKWAYS TYP.CONCRETE BROOM FINISH ATPEDESTRIAN WALKWAYS TYP.CONCRETE BROOM FINISH ATPEDESTRIAN WALKWAYS TYP.CONCRETE TOPCAST FINISHAT BUILDING ENTRIES TYP.CONCRETE BROOM FINISH ATPEDESTRIAN WALKWAYS TYP.TABLES W/ CHAIRS,UMBRELLAS & LITTERRECEPTACLEBIKE RACKSPLANTEDRETAINING WALLPLANTED RETAINING WALLPOLE LIGHTS PER ELECTRICALENGINEER TYP.TOP OF RETAINING WALLBOTTOM OFRETAINING WALLTOP OFRETAINING WALLBOTTOM OFRETAINING WALLCONCRETE BROOM FINISH ATCONCRETE STEPOUTS TYP.CONCRETE BROOM FINISH ATCONCRETE STEPOUTS TYP.CONCRETE BROOM FINISH ATCONCRETE STEPOUTS TYP.H=30.6'H=30.6'H=10.4'H=0'H=44.3'H=46'H=45.5'H=48.4'H=49.5'H=49.5'H=49.5'H=46.5'H=40.5'PLANTEDRETAINING WALLBOTTOM OFRETAINING WALLTOP OFRETAINING WALLSOIL NAILRETAINING WALLSCREEN WALLH=29.2'H=6'H=6'H=0'H=1'H=8.4'H=10.2'H=10.7'H=8.6'H=3.2'H=3'H=7.4'H=10.7'H=26.1'H=39.9'H=48.8'H=49.9'H=47.3'H=43.5'H=37.8'BMP - TREE WELLBMP - TREE WELLBMP - MWSH=26.9'H=18'H=5.2'H=5.2'H=1'POLE LIGHTS PER ELECTRICALENGINEER TYP.POLE LIGHTS PER ELECTRICALENGINEER TYP.POLE LIGHTS PER ELECTRICALENGINEER TYP.SOIL NAILRETAINING WALLVERDURARETAININGWALLVERDURARETAINING WALLVERDURARETAININGWALLVERDURARETAININGWALLSOIL NAILRETAINING WALLSOIL NAILRETAINING WALL17
10/12/2022SDG21-0056-00Preliminary Landscape Plan517 Shinohara Lane Chula Vista, CA, 91911 L2.1NATURAL COLOR CONCRETE W/ ACIDETCH OR TOPCAST FINISH AT BUILDINGENTRIES & EMPLOYEE PATIOSLANDSCAPE FORMSTABLES AND CHAIRS AT EMPLOYEEPATIOTUUCI COMMERCIAL UMBRELLAS AT EMPLOYEEPATIONATURAL COLOR CONCRETE W/ MEDIUMBROOM FINISH AT PEDESTRIANWALKWAYSBEACON-HUBBLE VIPER LARGE STRIKE OPTICPARKING POLE LIGHTBLACK TEXTUREDSEE E1.1 FOR COMPLETE SPECIFICATIONSHARDSCAPE MATERIAL AND FINISHESSITE FURNISHINGSLANDSCAPE CONCEPT STATEMENT OF COMPLIANCETHIS LANDSCAPE DESIGN AND THE FINAL LANDSCAPE PLANS WILL REFLECT CONFORMANCEWITH THE CITY OF CHULA VISTA'S LANDSCAPE WATER CONSERVATION ORDINANCE (CVMC20.12),PROMOTING WATER CONSERVATION THROUGH THE USE OF MODERATE NAD LOW-WATERREQUIRING PLANT SPECIES, GROUPING OF PLANT MATERIALS WITH SIMILAR WATERREQUIREMENTS AND IMPLEMENTING A LOW-VOLUME AND EFFICIENT AUTOMATIC IRRIGATIONSYSTEM.LANDSCAPE DESIGN CONCEPT STATEMENTTHE LANDSCAPE DESIGN WILL BE SUSTAINABLE WITH AN EMPHASIS ON DROUGHT TOLERANT,NATIVE OR ADAPTIVE SPECIES THAT ARE LONG LIVED AND EASILY MAINTAINED IN THEIRNATURAL FORM. APPROXIMATELY 90% OF THE PLANTS USED WILL HAVE LOW WATERREQUIREMENTS BASED UPON THE "2017 WATER USE CLASSIFICATION OF LANDSCAPE SPECIES"(WUCOLS) AND WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDS INCLUDINGTHE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE. PLANT MATERIALWILL BE GROUPED BY HYDROZONES THAT HAVE SIMILAR WATER NEEDS. EVERGREEN TREES WILL BE USED TO PROVIDE SHADE OVER PARKING AREAS AND TO SOFTENTHE BUILDING FACADE, WHILE FLOWERING DECIDUOUS TREES WILL BE USED TO ACCENTUATETHE BUILDING ENTRY AND OUTDOOR PATIO SPACES. HEDGES WILL BE USED TO SCREENPARKING AREAS FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PARCELS, AND EVERGREENVINES WILL BE USED TO HELP SCREEN THE TRASH ENCLOSURE. SHRUBS AND GROUND COVERSWITH VARYING FORMS, COLORS AND TEXTURES WILL BE USED THROUGHOUT THE PROJECT TOPROVIDE INTEREST. THE PLANT PALETTE WILL COMPLEMENT THE ADJACENT PARCELS ANDSTREETSCAPE TO HELP VISUALLY BLEND THE PROJECT INTO THE SURROUNDING OTAY RIVERBUSINESS PARK.IRRIGATION DESIGN CONCEPT STATEMENTIRRIGATION DESIGN WILL CONFORM TO CURRENT WATER CONSERVATION STANDARDSINCLUDING THE CITY OF CHULA VISTA LANDSCAPE WATER CONSERVATION ORDINANCE AND THESTATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). IRRIGATION WILL BEDISTRIBUTED BY IN LINE DRIP TUBING AND A SMART IRRIGATION CONTROLLER WITH RAINSHUT-OFF CAPABILITIES. THE VALVES WILL BE GROUPED BY HYDROZONE, EXPOSURE, SOILTYPE AND GRADING FEATURES.MAINTENANCE RESPONSIBILITY STATEMENTOWNER IS RESPONSIBLE FOR INSTALLATION AND ONGOING MAINTENANCE OF IRRIGATION ANDPLANTING WITHIN BOTH THE PUBLIC RIGHT-OF-WAY AND THE PROPERTY ITSELF.SITE LIGHTINGRETAINING WALL SPECIFICATIONSVERDURA WALL RETAINING WALLBY SOIL RENTENTIONCOLOR TBDSOIL NAIL WALLSMOOTH TROWEL FINISHCOLOR TBD18
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0
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1
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215
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5
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215 215215
210210
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21
0
210
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0
210
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21021021
0
2102092
0
9
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208207
2
07
2072
0
7 206206 205205205205
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2
0
5
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200200200 200 200200
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190190 190190
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185185185
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4
1
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0
1801801
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0
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0
180180
18017517517517517
5
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5
1751
7
5
175172
170
170
17017017
0
1
7
0
170170
170
165
1651651
6
5
1
6
5
16
5
165160160
16016016
0
1601601601561
5
5
1551
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5
155155155155
155
154
153152152152
151
1
5
0
1501
5
0
150150150150149148
148146145145
145 145145145145145144
144 144144 1441
4
4144
1
4
3
143143
142
14
2
142
141
141
141
141 141141
1
4
1141
140
14
0
140140
140
140
140140 140 1401
4
0
139
1
3
9
139138
1
3
8
1
3
8
138
138
1
3
6 13613613613513513
5 13513413413
4 134133 133133132
130130POR LOT 1
S19 T18S R1W S.B.M.
APN: 644-040-01
GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWPM 14521PM 14521
ROS 21570
MAP 5729
MAP 6958
EX.
BLDG
EX.
BLDG EX.
BLDG
EX.
BLDG
EX.
BLDG
EX.
BLDG
EX.
BLDGEX.
BLDGEX.
BLDGEX.
BLDG
EX.
BLDGEX.
BLDG
EX.
BLDG
SHINOHARA LANETIMBERSTREETEX. BLDG EX. BLDG
EX. BLDG
EX. BLDG
EX. BLDG
MAIN STREETEXIST. 10' PUBLIC SEWER
AND DRAINAGE EASEMENT
P/L P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/LP/L P/L
BRANDYWINE AVENUE
EXIST. PUBLIC RIGHT OF WAY
EASEMENT DEDICATED PER
DOCUMENT RECORDED OCTOBER
13, 1986 AS DOC#1986-459557
EXIST. RIGHT OF WAY EASEMENT
DEDICATED PER DOCUMENT
RECORDED APRIL 20, 1992 AS
DOC#1992-0228267
TO BE VACATED
10'
EX. 12" ACP WATER
PER DWG NO. 86-478
EXIST. 8" VCP SEWER
PER DWG NO. 86-481 EXIST. SMH
149.00 RIM
138.78 FL
EXIST. SMH
132.50 FLEXIST. SMH
122.65 FL
EXIST. CURB OUTLET EXIST. CONCRETE
SWALE EXIST. CONCRETE
SWALE
EXIST. D-25
CURB OUTLET
EXIST. CROSS
GUTTER
EXIST. CONCRETE
SWALE
EXIST. CONCRETE
SWALE
EXIST. CONCRETE
SWALE
EXIST. TYPE F
CATCH BASIN
146.35 RIM
143.67 IE
EXIST. CONCRETE
SWALE
EXIST. WALL EXIST. CHAINLINK
FENCE EXIST. CHAINLINK
FENCE
EXIST. CHAINLINK
FENCE
EXIST. CHAINLINK
FENCE
EXIST. CHAINLINK
FENCE
EXIST. CHAINLINK
FENCE
EXIST. CONCRETE
SWALE
EXIST. CONCRETE
SWALE
EXIST. RETAINING WALL
& CHAINLINK FENCE
EXIST. RETAINING WALL
& CHAINLINK FENCE
EXIST. CHAINLINK
FENCE
EXIST. SIDEWALK
EXIST. CURB OUTLET
EXIST. STREET LIGHT
EXIST. TELECOM PEDESTAL
N 00°25'22" E 811.56'N 88°55'35" W 528.19'N 01°06'38" E 1121.68'
N 00°24'54" E 315.97'N 89°34'10" W 514.65' 61'
104'
130'
69'
50'
40'
EXIST. 12"
AC WATER
EXIST. 10"
VCP SEWERR/WC/LR/WEXISTING OPEN SPACE
EASEMENT RECORDED
JUNE 16, 1992
DOC#1992-0373004
REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountyEXISTING CONDITIONSC2.0EXISTING CONDITIONS
SCALE 1"=50'
20
PROPOSED
BLDG
197.50 FF
3'46.2' DRIVE AISLE P/L4'
3' GRADED BENCH
33.2' DRIVE AISLE 3'19' PARKING13.5'11.8'
PROPOSED 6" CURB PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED
RETAINING WALL
PROPOSED VERDURA
RETAINING WALL
PROPOSED LANDSCAPING PER
LANDSCAPE ARCHITECT PLANS
PROPOSED ASPHALT
DRIVEWAY
PROPOSED 6"
TYPE G CURB &
GUTTEREXISTING SURFACE
PROPOSED
P.C.C.
SIDEWALK
1.5%1.5%
1.5%
PROPOSED
LANDSCAPING PER
LANDSCAPE PLANSEXPOSED HEIGHT = 43.2'H = 5.3'1.5%5.5' DEEPENEDFOOTINGPROPOSED 24" HDPE
OUTFALL SD FROM
UNDERGROUND
STORAGE VAULT
179.09 IE
PROPOSED 24" HDPE
INFLOW SD TO
UNDERGROUND
STORAGE VAULT
186.34 IE
24.4' 17.4'
1:1
BUILDING
INFLUENCE
LINE
PROPOSED
FENCE PER
LANDSCAPE
ARCHITECT
PLANSXPROPOSED GUARDRAIL PER
LANDSCAPE ARCHITECT PLANS
1
4
EXISTING SURFACE
60'8.5'13.5'
19' PARKING17' PARKING 24' DRIVE AISLE
5.5'
PROPOSED
BLDG
197.50 FF
3.5'5'
P/L
PROPOSED VERDURA
RETAINING WALL
1.5%4.0%
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED 6" CURB
1.5%
PROPOSED P.C.C.
SIDEWALK
PROPOSED LANDSCAPING PER
LANDSCAPE ARCHITECT PLANS
EXPOSED HEIGHT = 50'2.5' BENCH
EXISTING
RETAINING
WALL
9.75'
5'
PROPOSED
REMEDIAL REMOVAL1:18'
±2'
PROPOSED MODIFIED TYPE 'D' BROW
DITCH PER DETAIL M SHEET 12
EXISTING CONCRETE SWALE
EXIST. CHAINLINK
FENCE
XX±8'
ANGLE OF INFLUENCE1:1PROPOSED 24" HDPE
INFLOW SD TO
UNDERGROUND
STORAGE VAULT
187.25 IE
PROPOSED FENCE
PER LANDSCAPE
ARCHITECT PLANS
PROPOSED GUARDRAIL
PER LANDSCAPE
ARCHITECT PLANS
1
4
P/L 8.3'4.7'43'8.5'
PROPOSED
BLDG
197.50 FF
3.5'5'
1.5%
PROPOSED P.C.C.
SIDEWALK
EXISTING SURFACE
PROPOSED VERDURA
RETAINING WALL
2.5' BENCH
PROPOSED LANDSCAPING PER
LANDSCAPE ARCHITECT PLANS
19' PARKING24' DRIVE AISLE
EXIST. GRADE
±175.0
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED 6" CURB
EXPOSED HEIGHT = 24.4'1.5%1.5%XPROPOSED GUARDRAIL PER
LANDSCAPE ARCHITECT PLANSPROPOSED FENCE
PER LANDSCAPE
ARCHITECT PLANS
PROPOSED MODIFIED TYPE 'D' BROW
DITCH PER DETAIL M SHEET 12
P/L 4'9'43'8.5'
PROPOSED
BLDG
197.50 FF
3.5'5'
1.5%
PROPOSED P.C.C.
SIDEWALK
19' PARKING24' DRIVE AISLE
PROPOSED 6" CURBEXISTING SURFACE
EXIST. GRADE
±185.0
PROPOSED TREE WELL BMP-5
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED VERDURA
RETAINING WALLEXPOSEDHEIGHT = 1'H = 5'PROPOSED SCREEN WALL
1.5%1.5%
PROPOSED FENCE PER
LANDSCAPE ARCHITECT PLANS
XP/L
3' GRADED BENCH
10'3'43'8.5'
PROPOSED
BLDG
197.50 FF
3.5'5'
1.5%
19' PARKING24' DRIVE AISLE
PROPOSED 6" CURB
PROPOSED LANDSCAPING
PER LANDSCAPE PLANSH =10.4'EXISTING SURFACE
EXIST. GRADE
±212.0
EXIST. GRADE
±205.0
PROPOSED TYPE B
BROW DITCH PER
SDRSD D-75
PROPOSED SOIL NAIL
RETAINING WALL
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED SCREEN WALL
H =6'1.5%4.7%
PROPOSED P.C.C.
SIDEWALK
SITE SECTIONA
SCALE 1" = 10'
SITE SECTIONB
SCALE 1" = 10'
SITE SECTIONC
SCALE 1" = 10'
SITE SECTIOND
SCALE 1" = 10'
SITE SECTIONE
SCALE 1" = 10'REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountySECTIONSC3.0
21
PROPOSED
BLDG
197.50 FF
8.5'
5'3.5'
24' DRIVE AISLE 19' PARKING 3'
19.4'
2.0%1.0%
PROPOSED P.C.C.
SIDEWALK PROPOSED 3' P.C.C.
CROSS GUTTER
PROPOSED 6" CURBPROPOSED 6" CURB
PROPOSED SOIL NAIL
RETAINING WALL
HEIGHT = 49.9'2:1EXISTING SURFACE
PROPOSED TYPE B
BROW DITCH PER
SDRSD D-75
PROPOSED LANDSCAPING
PER LANDSCAPE PLANS
PROPOSED LANDSCAPING
PER LANDSCAPE PLANS
OPEN SPACE EASEMENT
19.8'
274.4 TW
197.5 FG
P/L
XPROPOSED FALL
PROTECTION FENCE PER
ARCHITECT'S PLANS
PROPOSED
BLDG
197.50 FF
60' TRUCK LOADING 70' DRIVE AISLE
3'36' DRIVE AISLE
7.3'
3' GRADED BENCH
P/L4'
6.8'EXPOSED HEIGHT = 23.4'1.5%
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED 6" TYPE G
CURB & GUTTER
PROPOSED VERDURA
RETAINING WALL
PROPOSED 6" CURB
PROPOSED ASPHALT
DRIVEWAY
PROPOSED ASPHALT
DRIVE AISLE
1.0%
EXISTING SURFACE
PROPOSED LANDSCAPING
PER LANDSCAPE PLANS
2.9%
PROPOSED LANDSCAPING
PER LANDSCAPE PLANS
BMP-1
OLDCASTLE STORMCAPTURE
DETENTION SYSTEM
6'
4'
PROPOSED CONCRETE
TRUCK DOCK
PROPOSED FENCE PER
LANDSCAPE ARCHITECT PLANS
XPROPOSED GUARDRAIL PER
LANDSCAPE ARCHITECT PLANS
PROPOSED LANDSCAPING PER
LANDSCAPE ARCHITECT PLANS182.75 VAULT IE
188.75 VAULT SOFIT
189.33 VAULT TOP
1+00 2+00130
140
150
160
170
180
190
200
130
140
150
160
170
180
190
200
178.40 IE IN
24" HDPE SD
143.67 IE 144.80 IE
EXISTING
SURFACE
FINISH
GRADE
PROPOSED VEDURA
RETAINING WALL
PROPOSED
TYPE A-4 CO
197.28 RIM
76.09 LF ~ 24" RCP
SD @ 2.0%
Q100 = XX.X CFS
BMP-1 OLDCASTLE
STORMCAPTURE
DETENTION SYSTEM5.5'2'6'SECTION A-A
2.75' L x 0.25' H
MID-FLOW WEIR
24" HDPE SD
OUTFLOW PIPE
14'
24" HDPE OUTFLOW SD
182.75 IE OUT
Q100 DETAINED = 6.99 CFS2'5.5'6'182.75 IE OUT
184.75 IE
188.25 IE
14' L EMERGENCY
OVERFLOW WEIR
184.75 IE
24" HDPE INFLOW SD
182.75 IE IN
Q100 = 33.45 CFS
Q100 = 33.45 CFS
PEAK ELEV. = 5.37'5.37'SITE SECTIONF
SCALE 1" = 10'
SITE SECTIONG
SCALE 1" = 10'
STORM DRAIN 'A' PROFILEH
HORZ. SCALE 1" = 40'
VERT. SCALE 1" = 8'REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountySECTIONSC4.0AABB
BMP-1 STORMCAPTURE DETENTION SYSTEM DETAILI
NOT TO SCALE
22
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X
X
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X
X X X
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S
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SS ST TIMBERSTREETX X X X
X X X X X X X X X X X X XXXXXXXXXXXXXXXXPOR LOT 1
S19 T18S R1W S.B.M.
APN: 644-040-01
PM 14521PM 14521
ROS 21570
MAP 5729
MAP 6958
SHINOHARA LANETIMBERSTREETMAIN STREETBRANDYWINE AVENUE
10'
N 00°25'22" E 811.56'N 88°55'35" W 528.19'N 01°06'38" E 1121.68'
N 00°24'54" E 315.97'N 89°34'10" W 514.65'EXISTING OPEN SPACE
EASEMENT RECORDED
JUNE 16, 1992
DOC#1992-0373004
PROPOSEDINDUSTRIALBLDG
197.50 FF
EXIST. 10' PUBLIC SEWER
AND DRAINAGE EASEMENT
EXIST. RIGHT OF WAY EASEMENT
TO BE VACATED
PROPOSED ACCESS
EASEMENT
PROPOSED RED CURB ON BOTH
SIDES OF SHINOHARA LANE,
EXTEND TO BRANDYWINE AVENUE
PROPOSED RED CURB
ALONG ACCESS EASEMENT
PROPOSED RED CURB
ALONG ACCESS EASEMENT
EX.
BLDG
EX.
BLDG EX.
BLDG
EX.
BLDG
EX.
BLDG
EX.
BLDG
EX.
BLDGEX.
BLDGEX.
BLDGEX.
BLDG
EX.
BLDGEX.
BLDG
EX.
BLDG
EX. BLDG EX. BLDG
EX. BLDG
EX. BLDG
EX. BLDG
P/L P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/LP/L P/LR/WC/LR/W 60'46' 166'
PROPOSED RED CURB
ALONG ACCESS EASEMENT
PROPOSED NO PARKING/TOW AWAY
SIGN TO REFERENCE CVC 22658(a)REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountySITE PLANC5.0SITE PLAN
SCALE 1"=50'
23
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F
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FFFFFFFFFFFFFFFF F
I
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W W
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W W
F
WF F F F F F F F F F F F F F F F F F F F F F F F F FF SSSSSP
W W W W W W W W W W W W W W W W W W W WFFFFFFFFFFFFFFFFFFFFFF
S
S S S S S S S S S S S S S S S S S S S S FFS S S S S SWWWWWWWWWSSSSSSSSSSSS
P
FFFFFFFFFFFFFFFFFFF
F F F F F
F F F F F
F
SSS S S S
POR LOT 1
S19 T18S R1W
S.B.M.
APN: 644-040-01
PM 14521PM 14521
ROS 21570
MAP 5729
MAP 6958
X
X X X X X
X
X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXT
SHINOHARA LANEPROPOSED
INDUSTRIAL
BLDG
197.50 FF
BMP-5
TREE WELL
475 SF
BMP-1
OLDCASTLE
STORMCAPTURE
DETENTION SYSTEM
BMP-2
BIOCLEAN
MWS-L-8-24
BMP-3
OLDCASTLE NSBB
TRASH CAPTURE
BMP-4
BIOCLEAN
MWS-L-4-15 8.4%1.5%1.2%1.5%1.0%4.4%1.0%1.5%2.9%3.7%
1.5%
1.5%1.5%1.5%1.5%1.0%
6.7%
2.0%1.5%3.7%
1.7%
3.1%
7.4%
4.3%
1.7%
3.1%
7.4%1.0%8.4%1.0%1.0%1.0%1.0%1.0%1.0%0.9%1.0%1.0%1.0%1.5%1.0%
4 FT TRUCK DOCK 4 FT TRUCK DOCK
2.7%1.0%1.0%1.5%1.0%
3.1%
1.0%1.0%
1.7%
4.3%
4.3%1.0%1.0%1.0%0.9%1.0%1.0%4.8%
4.8%
4.8%
4.8%
1.5%
1.0%
3.3%
3.3%
3.3%1.5%N 00°25'22" E 811.56'N 89°34'10" W 514.65'N 88°55'35" W 528.19'N 01°06'38" E 1121.68'
24'
1.
0%
4 FT TRUCK DOCK
BMP-6
TREE WELL
415 SF
24'
43'
19'
24' 17'
19' 35' 4' 36'3' GRADED BENCH 3' GRADEDBENCH5' GRADED BENCH
19'
8.5'21.5'
41'
8.5'
43'
8.5' 3'5.25' 3'
3'
5.25'50' BUILDINGSETBACK15' BUILDING SETBACK
20' BUILDING SETBACK50' BUILDING SETBACK7.4' 10'
50'
40'
5' GRADED BENCH
50' BUILDING SETBACK
3'
13.5'
5.5'
60'3.5%4 FT TRUCK DOCK
1.0%
1.0%
222.3 TW
195.4 FG
H=26.9'
246.3 TW
197.5 FG
H=48.8'
241.0 TW
197.5 FG
H=43.5'
237.4 TW
197.5 FG
H=39.9'
208.2 TW
197.5 FG
H=10.7'
234.4 TW
196.6 FG
H=37.8'
207.5 TW
196.8 FG
H=10.7'
207.0 TW
196.8 FG
H=10.2'
205.2 TW
196.8 FS
H=8.4'
197.8 TW
196.8 FG
H=1'
200.1 TW
196.9 FG
H=3.2'
200.0 TW
197.0 FG
H=3'
244.8 TW
197.5 FG
H=47.3'
223.6 TW
197.5 FG
H=26.1'
187.3 TW
182.1 FG
H=5.2'
211.7 TW
193.7 FG
H=18'
173.9 TW
172.9 TC
H=1'
204.9 TW
197.5 FG
H=7.4'
205.4 TW
196.8 FG
H=8.6'
159.0 TW
153.6 FS
H=5.4'
151.0 TW
151.0 TC
H=0'
157.0 TW
156.5 TC
H=0'
247.4 TW
197.5 FG
H=49.9'
197.0 TSW
198.0 TW
198.0 FG
H=1'3' GRADED BENCHDEEPENED
FOOTING
EXIST. STORM
DRAIN INLET
197.50 FF
197.50 FF197.50 FF
197.50 FF
DEEPENED
FOOTING 5.5'
197.50 FF
197.30 TC
196.80 FS
196.30 TC
195.80 FS
192.90 FS192.90 FS
197.50 FF
194.22 FS
193.58 TC
193.08 FS
197.24 TC
196.74 FS
197.50 FF
193.50 FS
196.10 TC
195.60 FS
195.50 TC
195.00 FS
195.00
FL/LP
197.38 TC
196.88 FS
196.83 TC
196.33 FS
196.10
FS/LP
EXIST. CONCRETE
SWALE TO REMAIN EXIST. CONCRETE
SWALE TO REMAIN
PROP. 6" CURB
& GUTTER
PROP. RIBBON
GUTTER
PROP. 6" CURB
PROP. 6" CURB
& GUTTER
PROP. 6" CURB
& GUTTER PROP. 6" CURB
& GUTTER
195.00
FS/HP
195.00
FL/LP
(149.11 FS)
PROP. MODIFIED TYPE D
BROW DITCH PER SDRSD D-75
PROP. MODIFIED TYPE
D BROW DITCH PER
SDRSD D-75
PROP. TYPE B BROW
DITCH PER SDRSD D-75
PROP. TYPE B BROW
DITCH PER SDRSD D-75
PROP. TYPE B BROW
DITCH PER SDRSD D-75EXIST. CROSS
GUTTER
150.25 TC
149.75 FS
195.00
FS/HP
196.10
FL/LP
PROP. 6" CURB
& GUTTER
PROP. LANDSCAPED
1H:4V RETAINING WALL
PROP. LANDSCAPED
1H:4V RETAINING WALL
PROP. LANDSCAPED
1H:4V RETAINING WALL
PROP. SOIL NAIL
RETAINING WALL
PROP. SOIL NAIL
RETAINING WALL
PROP. SOIL NAIL
RETAINING WALL
PROP.
RIBBON
GUTTER
PROP. RIBBON
GUTTER
192.61 FS
PROP. 6" CURB
197.50 TC
197.00 FS
197.50 TC
197.00 FS
197.38 TC
196.88 FS
197.38 TC
196.88 FS
197.38 TC
196.88 FS
197.38
TC/FS
EXIST. 10'
PUBLIC SEWER
AND DRAINAGE
EASEMENT
195.80 FL
BROW DITCH 203.9 FL
BROW DITCH
196.0 FL
BROW DITCH
239.00 FL
BROW DITCH
197.50 FF
193.50 FS
185.25 FL
BROW DITCH
PROP. MODIFIED
TYPE D BROW DITCH
PER SDRSD D-75
2' CURB CUT
172.00 FL
PROPOSED
RETAINING WALL
PROPOSED PEDESTRIAN RAMP
EXISTING SIDEWALK
EXIST.
CONCRETE
DRAINAGE
CHANNEL
PROP. BROW DITCH
(149.92 FS)
EXIST. CURB OUTLET
VACATE EXISTING
RIGHT-OF-WAY EASEMENT
PROP. ACCESS
EASEMENT
EXISTING
RETAINING
WALL
EXISTING
RETAINING
WALL
EXISTING
RETAINING WALL
EXISTING OPEN SPACE
EASEMENT RECORDED
JUNE 16, 1992
DOC#1992-0373004
196.58
FS/HP
197.50 TC
197.00 FS
193.11 TC
192.61 FS
196.58
FS/HP
196.58
FS/HP
196.10
FL/LP
196.58
FS/HP
194.60
FS/LP
194.50
FS/LP
194.50
FS/LP
195.46 TC
194.96 FS
197.50 FF
193.50 FS
197.50 FF
193.50 FS
197.50 FF197.50 FF
2' CURB CUT
195.17 FL
PROP. SCREEN WALL
197.50 FF
DEEPENED
FOOTING 5.5'
197.50 FF
195.80 FS197.50 FF
PROP. CHEEK
WALL
DEEPENED
FOOTING
197.50 FF
197.50 FF
193.50 FS
197.50 FF
193.50 FS
PROP. GATE ON
RETAINING WALL
197.50 FF
196.00 FS
DEEPENED
FOOTING
3' GRADED BENCH9.5'
P/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/L P/L 46'151.93 TC
151.43 FS
150.95 TC
150.45 FL
150.54 TC
150.04 FS
151.46 TC
150.96 FL
7.4%
7.4%179.39 TC
178.89 FL 193.65 TC
193.15 FS
195.03 TC
194.53 FS
179.93 TC
179.43 FS
193.11 TC
192.61 FL
190.89
FL/LP192.35 TC
191.85 FL
191.85
FL/HP
190.89
FL/LP1.0%1.0%1.0%
197.06 TC
196.56 FL/HP
PROP. 0" CURB
TRANSITION 0"
TO 6" CURB
197.38
TC/FS
197.38 TC
196.88 FS
195.00
FL/HP
PROP. 6" CURB
& GUTTER
197.38 TC
196.88 FS
195.40
FL/LP
2' CURB CUT
195.46 FL
196.20
FL/HP
197.38 TC
196.88 FS
197.38 TC
196.88 FS
197.38 TC
196.88 FS
1.0%195.40
TG/LP
195.40
TG/LP
196.20
FL/HP
196.20
FL/HP
195.74
TG/LP
196.20
FL/HP
1.0%1.0%1.0%
197.38 TC
196.88 FS
197.38 TC
196.88 FS
1.0%1.5%1.5%1.5%193.37 FS
PROP. 6" CURB
195.5 TW
152.6 FS
H=42.9'
195.5 TW
149.7 FS
H=45.8'
195.5 TW
145.5 FS
H=50'
196.2 TW
166.0 FS
H=30.2'
197.0 TW
149.5 FS
H=47.5'
196.3 TW
147.1 FS
H=49.2'
192.4 TW
161.5 FG
H=30.9'
196.4 TW
152.0 FG
H=44.4'
196.5 TW
150.5 FG
H=46'
191.4 TW
179.4 FG
H=12'
193.1 TW
193.1 FG
H=0'
197.0 TW
191.0 FG
H=6'
197.0 TW
197.0 FG
H=0'
195.5 TW
168.7 FS
H=26.8'
196.8 TW
174.2 FS
H=22.6'
197.0 TW
178.0 FS
H=19'
196.5 TW
189.0 FG
H=7.5'
196.5 TW
190.5 FG
H=6.5'
195.5 TW
147.8 FS
H=47.7'
195.5 TW
146.2 FS
H=49.3'
193.3 TW
158.2 FG
H=35.1' 60'2.9%1651551601
5
0
180175170185190225 230 235220215210205200195
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4
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196196193
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193 193 250250245240235220225245250255250200
193194 205210193
197197
196 196
19519519519519319419519615019
6
192192
193
209
200149148196
19
5
19
6
195
194196 196
194
196
B
A3A33 B3
F4 F4
G4G4C3C3D3D3E3E3203.0 TSW
PROP. 24" RCP SD 'A'
SEE PROFILE DETAIL H
SHEET 4
PROP. GUARDRAIL
PROP. GUARDRAIL
PROP. GUARDRAIL
PROP. GUARDRAIL
PROP. FENCE
PROP. FENCE
PROP.
FENCE
REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountyPRELIMINARY GRADINGPLANC6.0PRELIMINARY GRADING PLAN
SCALE 1"=30'
24
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S19 T18S R1W
S.B.M.
APN: 644-040-01
PM 14521
PM 14521
ROS 21570
MAP 5729
MAP 6958F
FFFFFFFFFFSSSWWWWFFFFFFFFFFFFFF
F
FFFFF FFFFFFFFFFFFFFFFFFFFFFFFFF
FFFFFFFFFFFFFFFF F
I
RP
W W
W
RP
W W
F
WF F F F F F F F F F F F F F F F F F F F F F F F F FF SSSSSP
W W W W W W W W W W W W W W W W W W W WFFFFFFFFFFFFFFFFFFFFFF
S
S S S S S S S S S S S S S S S S S S S S FFS S S S S SWWWWWWWWWSSSSSSSSSSSS
P
FFFFFFFFFFFFFFFFFFF
F F F F F
F F F F F
F
SSS S S S
50'
40'SHINOHARA LANEPROPOSED
INDUSTRIAL
BLDG
197.50 FF
EXIST. CROSS GUTTER
PROP. MODIFIED TYPE D
BROW DITCH PER SDRSD D-75
PROP. MODIFIED TYPE
D BROW DITCH PER
SDRSD D-75
PROP. TYPE B BROW
DITCH PER SDRSD D-75
PROP. TYPE B
BROW DITCH
PER SDRSD D-75
PROP. TYPE B BROW
DITCH PER SDRSD D-75EXIST. CURB OUTLET
195.80 FL
BROW DITCH 203.50 FL
BROW DITCH
196.00 FL
BROW DITCH
239.00 FL
BROW DITCH
196.00 FL
BROW DITCH
185.25 FL
BROW DITCH
PROP. MODIFIED TYPE D BROW
DITCH PER SDRSD D-75
PROP. PRIVATE WATER
METER & BACKFLOW
P/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/LP/L P/L
PROPOSED ACCESS
EASEMENT
VACATE EXISTING
RIGHT-OF-WAY
EXISTING OPEN
SPACE
EASEMENT
RECORDED JUNE
16, 1992
DOC#1992-0373004
EXIST. 12" ACP WATER
PER DWG NO. 86-478
PROP. BUILDING
WATER P.O.C.
EX. SMH
149.00 RIM
138.78 FL
PROP. 6" SEWER @ 5.7%
EXIST. 8" VCP SEWER
PER DWG NO. 86-481
PROP. IRRIGATION METER
PROP. PRIVATE 2" WATER
EXIST. CONCRETE
SWALE TO REMAIN
PROP. SCO
141.32 IE
APPROXIMATE LIMIT OF
RETAINING WALL GRID ZONE
APPROXIMATE
LIMIT OF RETAINING
WALL GRID ZONE
APPROXIMATE LIMIT
OF RETAINING WALL
GRID ZONE
2' CURB CUT
195.17 FL
Q100=0.4 CFS
PROP. BUILDING
SEWER P.O.C.
189.50 IE
PROP. SMH
182.02 IE
PROP. 6" SEWER @ 1.0%
PROP. SCO
147.04 IE
PROP. SCO
152.77 IE
PROP. SCO
158.49 IE PROP. 6" SEWER @ 5.7%
PROP. SCO
164.21 IE
PROP. SMH
169.81 IE
PROP. SMH
178.24 IE
PROP. SCO
186.16 IEPROP. SCO
187.16 IE
PROP. SCO
188.16 IEPROP. SCO
189.16 IE
PROP. SCO
189.29 IE
2' CURB CUT
195.46 FL
Q100=0.4 CFS
PROP. PRIVATE
BACKFLOW PREVENTOR
PROP. FIRE HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. PRIVATE
8" FIRE
PROP. PRIVATE 8" FIRE
PROP.
PRIVATE
8"
PROP. PRIVATE
8" FIRE
PROP. PRIVATE 8" FIRE
PROP. PRIVATE
8" FIRE
PROP. BUILDING
FIRE P.O.C.
PROP. PIV & FDC
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. 24" HDPE @ 0.6%
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.00 FL
191.00 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
194.50 FL
190.50 IE OUT
182.75 IE 24" OUT
184.75 MID-FLOW WEIR
188.25 EMERGENCY OVERFLOW WEIR
4"-DIA LOW-FLOW ORIFICE
182.75 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
196.10 FL
187.46 IE IN
187.13 IE OUT
PROP. 24" HDPE
@ 0.6%
EXIST. TYPE F
CATCH BASIN
146.35 RIM
143.67 IE
PROP. 24" HDPE
@ 0.6%
PROP. TYPE A C.O.
PER SDRSD D-09
178.40 IE IN
144.80 IE OUT
BMP-2
MWS-L-8-24 (UG)
4.7' OPERATING HEAD
180.55 IE IN
180.05 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
194.50 FL
190.50 IE OUT
BMP-5
TREE WELL, 195.25 FG
AREA = 475 SF
DEPTH = 4 FT
VOLUME = 1,900 CF
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.40 FL
191.40 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
191.51 IE IN
191.18 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
189.45 IE IN
189.12 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
188.02 IE IN
187.69 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
183.44 IE IN (N)
184.49 IE IN (S)
183.11 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
186.50 IE IN (6")
185.50 IE IN (18")
185.17 IE OUT (24")
PROP. TYPE A C.O.
PER SDRSD D-09
186.10 IE IN
185.77 IE OUT
BMP-1
OLDCASTLE
STORMCAPTURE
DETENTION SYSTEM
HEIGHT = 6 FT
VOLUME = 35,824 CF
VAULT IE = 182.75
VAULT SOFIT = 188.75
VAULT TOP = 189.33
SEE DETAIL 'I' SHEET 4
PROP. PUMP TO
CURB OUTLET
182.75 IE IN
BMP-3
OLDCASTLE NSBB
TRASH CAPTURE
6" PERFORATED PVC
UNDERDRAIN PIPE @ 1.0% MIN
PROP. TYPE F
CATCH BASIN
PER SDRSD D-07
197.13 RIM
196.00 FL
192.00 IE OUT
PROP. 24" HDPE @ 0.6%
2' CURB CUT
172.00 FL
PROP. TYPE A C.O.
PER SDRSD D-09
179.95 IE IN
179.62 IE OUT
BMP-4
MWS L-4-15 (PLANTED) WITH
3' CURB INLET OPENING
3.9' OPERATING HEAD
149.70 FL
PROP. CURB OUTLET PER
SDRSD D-25A
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
196.10 FL
186.57 IE IN
186.24 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
196.10 FL
188.35 IE IN
188.02 IE OUT
PROP. 24 HDPE @ 0.6%
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
194.60 FL
190.60 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.00 FL
191.00 IE OUT
BMP-6
TREE WELL
194.80 FG
AREA = 415 SF
DEPTH = 4 FT
VOLUME = 1,660 CF
6" CLEANOUT
191.05 IE
6" CLEANOUT
191.50 IE 6" CLEANOUT
192.30 IE
6" PERFORATED
PVC UNDERDRAIN
PIPE @ 1.0% MIN
6" CLEANOUT
191.30 IE
PROP. TYPE A C.O.
PER SDRSD D-09
191.30 IE IN
190.97 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.40 FL
191.40 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
190.89 FL
186.80 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
190.89 FL
186.80 IE OUT
PROP. TYPE A C.O.
PER SDRSD D-09
189.30 IE IN
188.97 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.40 FL
191.40 IE OUT
PROP. TYPE G-1
CATCH BASIN
PER SDRSD D-08
195.74 FL
191.70 IE OUT
PROP. FIRE PUMP
IN PUMP HOUSE
PROP. 24" RCP SD 'A'
SEE PROFILE DETAIL 'H'
SHEET 4
1651551601
5
0
180175170185190225 230 235220215210205200195 240245250215220210205160
205
192 192
1
9
5
196
196196193
195
196
193 193 250250245240235220225245250255250200
19319
4 205210193
197197
196 196
1951951951951931941951961501
9
6
192192
193
209
200149148196
19
5
19
6
195
194196 196
194
196
PROP. SCO
184.51 IE PROP. 6" SEWER @ 2.5%
PROP. 6" SEWER @ 2.5%
X X
XXXXXXXXXXXXXX
SSSSSSSSSSSSSSSSSS
S145
144
143142
141
141
141
141
140
140
140
1
3
8
13813613513
513413
4
130PM 14521
ROS 21570
FFGG
GGSSSSSSSSSSSSSSSSSSSSSWWWWF F F F F F F F F F F F F F F F F
10'
61'
104'MAINSTREET 130'
69'EXIST. 10' PUBLIC SEWER
AND DRAINAGE EASEMENT
OFFSITE EASEMENT AND LETTER
OF PERMISSION TO GRADE FROM
ADJACENT PROPERTY OWNERR/WC/LR/WP/L P/L
EXIST. CONCRETE
DRAINAGE CHANNEL
EXIST. 12" AC WATER EX. SMH
132.50 FLEX. SMH
122.65 FL
EXIST. 10" VCP SEWER
EXIST. 8" VCP SEWER PER
DWG NO. 86-481
EXIST. CURB OUTLET
TO REMAIN
EXIST. STREET LIGHT TO REMAIN
EXIST. TELECOM
PEDESTAL TO REMAIN
EXIST. 6" HIGH
PRESSURE GAS
PROP. PRIVATE 8" FIRE
PROPOSED BACKFLOW
PREVENTOR
EXIST. CURB OUTLET TO REMAIN REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountyPRELIMINARY UTILITYPLANC7.0MATCHLINE - SEE RIGHTMATCHLINE - SEE LEFTPRELIMINARY UTILITY PLAN
SCALE 1"=30'
25
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
XXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXX
XX
X X
XX XXXXXXXXX X
X
X X X X X X X X
XSDMH146.35RIMX
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXTX X X X X
X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXPOR LOT 1
S19 T18S R1W
S.B.M.
APN: 644-040-01
PM 14521
PM 14521
ROS
21570
MAP 5729
MAP
6958F
FFFFWWWWWWWWFFFFFFFFFFF
FFF FFFFFFFFFFFFFFFFFFFF
FFFFFFFFFFF F F F F F F F F F F
F F F F F F F F F F F F F F F F F F FFFFFFFFFFFFFFFFF FFP
FFFFFFFFFFFFFFF
F F F
F F F
ROS 21570
OFFSITE EASEMENT AND LETTER
OF PERMISSION TO GRADE FROM
ADJACENT PROPERTY OWNER
EXIST. CONCRETE
DRAINAGE CHANNEL
SHINOHARA LANETIMBERSTREETPROPOSED PRIVATE
BACKFLOW PREVENTOR
PROP. FIRE
HYDRANT PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP.
BUILDING
FIRE P.O.C.PROP. PIV
& FDC
PROP. PRIVATE 8" FIRE
PROP. PRIVATE
8" FIRE
PROP. PRIVATE 8"
PROP. PRIVATE 8" FIRE
PROP.
PRIVATE
8" FIRE
P/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/LP/L P/LP/L P/L
PROP. FIRE
HYDRANT
EXIST. 12" ACP
WATER PER DWG
NO. 86-478
458 PRESSURE
ZONE (PZ)
EXIST. 10'
PUBLIC SEWER
AND DRAINAGE
EASEMENT
PROPOSED
INDUSTRIAL
BLDG
197.50 FF
10'
PROP. PRIVATE
8" FIRE
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
PROP. FIRE
HYDRANT
216'
196'
168'
112' 162' 238' 220'
197'
195' 57' 115' 200' 149'
PROP. PRIVATE
8"
PROP. PRIVATE 8"
PROPOSED FIRE PUMP,
PRELIMINARY DIMENSIONS
PROVIDED BY WESTERN
FIRE PROTECTION
PROP.
BUILDING
FIRE P.O.C.
PROP. PIV
& FDC
PROPOSED FIRE
PUMP HOUSE
CHECK
VALVE
XX
FW
WWWF F F
PM 14521
10'EXIST. 10'
PUBLIC SEWER
AND DRAINAGE
EASEMENT
EXIST. 12" AC WATER
340 PRESSURE ZONE (PZ)MAIN STREETPROP. PRIVATE
8"
PROPOSED BACKFLOW
PREVENTOR
R/WC/LR/WROS 21570 REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountyPRELIMINARY FIRE PLANC8.0MATCHLINE - SEE RIGHTMATCHLINE - SEE LEFTOTAY WATER DISTRICT FIRE FLOW CALCULATIONS
FIRE FLOW DEMAND TABLE
BUILDING CONSTRUCTION
TYPE
REDUCED
FIRE FLOW
(GPM)
INDUSTRIAL
BLDG
BUILDING
AREA (SF)
177,965 V-B 5,000
FLOW
DURATION
(HRS)
4
FIRE
HYDRANTS
REQUIRED
8
AVG. SPACING
BETWEEN
HYDRANTS (FT)
200
REFERENCE 2019 CALIFORNIA FIRE CODE APPENDIX B & C
PER CITY OF CHULA VISTA ORDINANCE 15.36.075, FIRE FLOW REDUCTION OF 25% IS ALLOWED FOR BUILDINGS WITH AUTOMATIC SPRINKLER SYSTEMS.
ADDITIONALLY PER ORDINANCE 15.36.075, THE MAXIMUM FIRE FLOW IS CAPPED AT 5,000 GPM FOR 4-HOUR DURATION AT 20 PSI.
PER CITY OF CHULA VISTA ORDINANCE 15.36.080, THE REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS PER TABLE C102.1 OF THE 2019 CALIFORNIA
FIRE CODE IS ADOPTED WITHOUT FOOTNOTES A THROUGH H. THEREFORE, THE NUMBER OF FIRE HYRANTS REQUIRED AND AVERAGE SPACING BETWEEN
HYDRANTS IS BASED ON THE ORIGINAL FIRE FLOW FROM THE 2019 CALIFORNIA FIRE CODE APPENDIX B.
THE MAXIMUM DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 120 FEET PER TABLE C102.1 OF THE 2019 CALIFORNIA FIRE
CODE.
FIRE FLOW
FROM CFC
APP. B (GPM)
DISCOUNT
FOR FIRE
SPRINKLERS
8,000 25%
PRELIMINARY FIRE PLAN
SCALE 1"=40'
26
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X
XXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXX
XX
X X
XX XXXXXXXXX X
X
X X X X X X X X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXTX X X X X
X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXPOR LOT 1
S19 T18S R1W
S.B.M.
APN: 644-040-01
PM 14521
PM 14521
ROS
21570
MAP 5729
MAP
6958
WWWWWWWWROS 21570
SHINOHARA LANETIMBERSTREETP/L
P/L
P/LP/L
P/LP/LP/LP/LP/LP/L
P/L
R/WR/WP/LP/L P/LP/L P/L
50' 40'
PROPOSED
INDUSTRIAL
BLDG
197.50 FF
24'
24'
24' 36'46'PROPOSED ACCESS
EASEMENT 35'32' 166'
PROPOSED RED CURB ON BOTH
SIDES OF SHINOHARA LANE,
EXTEND TO BRANDYWINE AVENUE
PROPOSED RED CURB
ALONG ACCESS EASEMENT
PROPOSED RED CURB
ALONG ACCESS EASEMENT
60'PROPOSED RED CURB
ALONG ACCESS EASEMENT
REMARKSDESIGN REVIEW SUBMITTALDESIGN REVIEW RESUBMITTALDESIGN REVIEW RESUBMITTAL3690
MM
GLDATE11/22/202102/14/202205/20/2022CHULA VISTA, CA 91911517 SHINOHARA LANESHINOHARA BUSINESSCENTERJOB NO.:
DRAWN BY.:
PA/PM:
SHEET
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
& ASSOCIATESPhone 858.259.8212 | www.plsaengineering.comSan Diego | Solana Beach | Orange CountyPRELIMINARY FIRE TRUCKTURN PLANC9.0
CITY OF CHULA VISTA LADDER TRUCK DIMENSIONS
PRELIMINARY FIRE TRUCK TURN PLAN
SCALE 1"=40'
27