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Home My WebLink About09. Exhibit E - PlansPROPERTY OWNER ZONING PROLOGIS, INC. - COLORADO 1800 WAZEE ST, SUITE 500 DENVER, CO 80202 PHONE: (303) 567-5000 FAX: (303) 567-5903 PROLOGIS 2141 ROSECRANS AVENUE, SUITE 1151 EL SEGUNDO, CA 90245 CONTACT: BLAKE KELLY PHONE: (909) 673-8725 EXISTING ZONING DESIGNATION: M-2 MANUFACTURING LEGAL DESCRIPTION SEE CIVIL APPLICANT HPA INC. 18831 BARDEEN AVE. SUITE 100 IRVINE, CA 92612 TEL: (949)862-2107 CONTACT: CELIO COSIO APPLICANT'S REPRESENTATIVE STEWART & GRAY ROAD, DOWNEY, CA 90241 ADDRESS OF THE PROPERTY - ASSESSOR'S PARCEL NUMBER PROJECT DATA 6@9'=54' 6@9'=54' 6'10@9'=90' 10@9'=90' 6' 10@9'=90' 6' 10@9'=90' 10@9'=90' 10@9'=90' 10@9'=90' 6' 9@9'=81' 10@9'=90' 6' 6@9'=54' 8@9'=72' 6' 8@9'=72' 9 @ 9'=81' 6' 10 @ 9'=90' 6' 10 @ 9'=90' 6' 10 @ 9'=90' 7@9'=63 ' 5@9'=45 ' 6@9'=54' ' 6'7@9'=63' 10@9'=90' 6' 10@9'=90' 8@9'=72' 6' 8@9'=72' 7@9'=63' 6' 8@9'=72' 7@9'=63' 6' 8@9'=72' 10@9'=90' 6' 10@9'=90' 9' 3@9'=27' DRIVEWAY 40' 7@9'=63' 6' 8@9'=72' 7@9'=63' 6' 8@9'=72' 6 28 DOCK DOORS 6 10 10 10 10 4 71010101010107 10 6 8 8 10 10 9 6 10 10 7 8 7 8 7 8 7 8 6 7 10 10 8 8 T58 POTENTIAL OFFICE POTENTIAL OFFICE 39 DOCK DOORS42DOCK DOORSBUILDING AREA 535,685 S.F. T55 T51 T53 D RIV E W A Y 40' PROPERTY LINEPROPERTY LINEPROPERTY LINE40'8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP.8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP.10' 20'26'40'26'20'20'26'20'10'55'70'20'27'15'DRIVEWAY 40' - 0"393'11'D RIV E W A Y 45' 10 10 10 10 7 10 6' 7@9'=63' 7 DRIVEWAY 40' - 0" 7 5 7 TYP.20'4'-6" 7 TYP. 1 TYP. 2 TYP. 2 TYP. POTENTIAL OFFICE 7 TYP. 7 TYP. 1 TYP. 2 TYP.26' WIDE FIRE LANE26' WIDE FIRE LANE26' WIDE FIRE LANE 26' WIDE FIRE LANE 2 TYP. 55'40' 30' 4 TYP. 4 TYP. 4 TYP. 4 TYP. 4 TYP.66'56'56'56'56'56'56'56'56'56'56'56'56'56'65'860'7 TYP. 7 TYP. 55'70'60'60'60'60'60'50'50'50'60'60'60'60'70'55'55'90'55' 185'570'385' AERIAL MAP 6 6@9'=54'6'2@9'=18'7@9'=63' 6' 10@9'=90' 6' 10@9'=90 ' 10@9'=90 ' 6' 10@9'=90' 6' 10@9'=90' 6' 7@9'=63' 10@9'=90' 6'4@9'=36' 2@9'=18' 6' 6@9'=54" T40 1 5H10@9'=91'6'10@9'=90' 7'4@9'=36' 55' 10 10 10 9 10 10 10 4 7H 81'9' 6' 10@9'=90' 6' 10@9'=90' 6' 10@9'=90' 6' 10@9'=90' 6' 3@9'=27 ' 3 4 4@9'=36 ' 3@9'=27 ' 3 1 TYP. 3 14 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP. 14 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. 13 TYP. D DAB-A3.2 SITE FIR E S T O N E B LV D S T E W A R T A N D G R A Y IM P E RIA L H W Y GLEN ANDERSON FWY BELLFLOWER BLVDWOODRUFF AVESAN GABRIEL RIVER FWYSAN GABRIEL RIVER FWY3@9'=27' 3 19 TYP. 19 TYP. 22 8 TYP. 101010 10@9'=90' 6' 10@9'=90' 6' 10@9'=90' 6' 7@9'=63' 26'FIRE DEPARTMENT GENERAL NOTES 1. INSTALL APPROVED KEY BOXES (E.G. KNOX BOXES) O OCCUPANCY[CA FIRE CODE §506. 1]. MOTORIZED GATE SHALL ALSO BE EQUIPPED WITH KNOX KEY (OVERRIDE) SWITCH. 2. APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET/ROAD SIZING SHALL BE APPROVED AND AT A MINIMUM MEET REOUIREMENT OF CA FIRE CODE [CA FIRE CODE §505.1] 3. APPROVED ADDRESS IDENTIFICATION SHALL BE PROVIDED THAT IS LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET/ROAD SIZING SHALL BE APPROVED AND AT A MINIMUM MEET REOUIREMENT OF CA FIRE CODE [CA FIRE CODE §505.1] 4. BUILDING EGRESS SHALL BE DESIGNED TO MEET REOUIREMENTS OF THE CA BUILDING CODE AND CHAPTER ID OF THE CA FIRE CODE FOR OCCUPANT LOAD NUMBER OF EGRESSES, EGRESS SIZING. DOOR SWING DIRECTION EXIT SIGN ILLUMINATION, ETC. 5. HIGHPILE STORAGE SHALL REQUIRE A DEFERRED PLAN SUBMITTAL. HIGH- PILE COMBUSTIBLE STORAGE REQUIRES A SUBMITTAL OF CONSTRUCTION DOCUMENTS (PLANS) WHICH PROVIDE DETAIL ON THE ELEMENTS CONTAINED IN SECTION 3201.3 OF THE CA FIRE CODE. 6. IF HAZARDOUS MATERIALS OPERATIONS (I.E. LP-GAS FORKLIFT OPERATIONS, MECHANICAL REFRIGERATION, ETC.) SHALL OCCUR AT OCCUPANCY, BUSINESS SHALL BE REOUIRED TO ESTABLISH, IMPLEMENT, AND SUBMIT A HAZARDOUS MATERIALS BUSINESS PLAN (HMBPI) TO STATEWIDE ENVIRONMENTAL REPORTING SYSTEM (CERS) WHERE REOUIRED FOR HANDLING REPORTABLE THRESHOLDS OF HAZARDOUS MATERIALS [HSC 25507; 25508] 7. PROVIDE VISIBLE NFPA 704 HAZARD WARNING PLACARD TO ADDRESS SIDE OF BUILDING NFPA 704 PLACARD SHALL BE REOUIRED WHERE HAZARDOUS SUBSTANCES EOUAL TO OR ABOVE PERMITTED QUANTITIES ARE HANDLED. STORED. OR USED [CA FIRE CODE §5003.5]. 8. THE DCDA FOR THE FIRE SPRINKLER SYSTEM SHALL BE OF AN APPROVED TYPE AND MODEL (TYPE AND MODEL AS APPROVED BY THE CITY OF DOWNEY PUBLIC WORKS DEPARTMENT) 9 . PROVIDE AN APPROVED CLASS I STANDPIPE SVSTEM (2 1/2 INCH HOSE CONNECTIONS) AT INTERIOR OF WAREHOUSE FOR FIREFIGHTING OPERATIONS. HOSE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH CA FIRE CODE AND NFPA 14. 10. A DEFERRED AUTOMATIC FIRE SPRINKLER PLAN SUBMITTAL SHALL BE REQUIRED [CA FIRE CODE §903.2]. THE AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH NFPA 13. 11. A DEFERRED FIRE ALARM AND DETECTION SYSTEM PLAN SUBMITTAL SHALL BE REQUIRED [CA FIRE CODE §907.2]. THE FIRE ALARM AND DETECTION SYSTEM SHALL BE DESIGNED, INSTALLED, AND TESTED IN ACCORDANCE WITH NFPA 72. 12. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED TO THE BUILDING IN ACCORDANCE WITH CA FIRE CODE 510, NFPA 72 AND NFPA 1221. 13. PROVIDE APPROVED FIRE LANE MARKINGS [CA FIRE CODE §503.3] 14. PROVIDE FIRE HYDRANTS (YARD HYDRANTS) ON PROPERTY FIRE HYDRANTS SHALL HAVE REQUIRED CLEAR SPACE OF 3 FEET. PROTECTED FROM VEHICLE IMPACT WITH APPROVED CRASH PROTECTION, AND TO BE LOCATED ON PORTION OF FIRE APPARATUS ROAD SIZED TO 26 Ff IN WIDTH [CA FIRE CODE §507.5.1;507.5.5;507.5.6] 15. PARKING STALLS, INCLUDING WHEEL STOPS. SHALL BE OF SUFFICIENT SIZE AS TO ACCOMMODATE VEHICLES. PARKED VEHICLES SHALL NOT ENCROACH INTO THE FIRE LANE/ACCESS ROAD. 16. THE SECURITY GATE SHALL NOT BE ERECTED ACROSS ANY FIRE APPARATUS ROAD WITHOUT PRIOR APPROVAL FROM THE FIRE CHIEF AND THE GATE SHALL BE PROVIDED WITH AN APPROVED UNOBSTRUCTED WIDTH AS DETERMINED BY FIRE CHIEF [CA FIRE CODE §503.2.1; 503.6]. 17. EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED TO THE BUILDING IN ACCORDANCE WITH CA FIRE CODE 510, NFPA 72 AND NFPA 1221. 18. PROVIDE APPROVED FIRE LANE MARKINGS [CA FIRE CODE §503.3] 19. PRE-DEMOLITION AND CONSTRUCTION MEETING WITH THE FIRE PREVENTION BUREAU, 562-904-7345. SITE PLAN KEYNOTES 1 HEAVY BROOM FINISH CONCRETE PAVEMENT. 2 ASPHALT CONCRETE (AC) PAVING 3 CONCRETE WALKWAY 4 DRIVEWAY APRONS TO BE CONSTRUCTED PER "L" DRAWINGS 5 5'-6"X5'-6"X4" MIN. THICK CONCRETE EXTERIOR LANDING PAD TYP. AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREAS. FINISH TO BE MEDIUM BROOM FINISH. SLOPE TO BE 1/4" : 12" MAX. PROVIDE WALK TO PUBLIC WAY OR DRIVE WAY W/ 1:20 MAX. AS REQ. BY CITY INSPECTOR. 6 8' H PROVIDE METAL, MANUAL OPERATED GATES W/ KNOX-PAD LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. PROVIDE CONDUIT FOR FUTURE MOTOR. 8 LANDSCAPE. SEE "L" DWGS. 9 CONCRETE TILT-UP SCREEN WALL WITH ANTI-GRAFFITI PAINT OR COATING. 10 6" CONCRETE CURB 11 APPROXIMATE LOCATION OF TRANSFORMER. 12 UNDERGROUND STORM WATER STORAGE -SEE CIVIL PLANS. 13 DOLLY PAD. 14 DRIVE-THRU RAMP 15 TRASH ENCLOSURE. SEE SHEET A4.1. 16 PROTECT IN-PLACE EXISTING TREE. 17 DECORATIVE PAVERS FOR PATH OF TRAVEL. 18 PARKING STRIPING TO COMPLY WITH CITY STANDARDS 7 EXTERIOR CONC. STAIR. SITE GENERAL LEGEND CONCRETE PAVING SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL (9' X 18')LANDSCAPED AREA PROPERTY LINE 19 PROVIDE BUILDING ADDRESS IDENTIFICATION PER CITY AND CODE REQUIREMENTS. LOCATION TO BE DETERMINED DURING PERMIT PROCESSING. fax: 949 863 0851 tel: 949 863 1770 email: hpa@hparchs.com 92612 #100 irvine, ca 18831 bardeen avenue - ste. hpa, inc. Project Number: Revision: Date: Drawn by: Title: Sheet: Owner: Project: Consultants: 17777 CENTER COURT DR N, STE100 CERRITOS, CA 90703 TEL: (909) 673-8725 CIVIL STRUCTURAL MECHANICAL PLUMBING ELECTRICAL LANDSCAPE SOILS ENGINEER FIRE PROTECTION Kimley-Horn - - - RPM - - - DAB-A1.1 ENTITLEMENT SITE PLAN 20260 − STEWART & GRAY RD 07/19/22 STEWART & GRAY RAOD DOWNEY, CA 90241 CC scale:1" = 50'-0"AOVERALL SITE PLAN TRUE NORTH Scale: 0 50'-0"100'-0"150'-0" 1" = 50' -0" Exhibit E KEYNOTES - FLOOR PLAN1CONCRETE TILT-UP PANEL.2STRUCTURAL STEEL COLUMN.3TYPICAL STOREFRONT SYSTEM WITH GLAZING. SEE ENLARGED PLANSAND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS.4CONCRETE RAMP W/ 42" HIGH CONCRETE TILT-UP GUARD WALL ORBUILDING WALL ON BOTH SIDES OF RAMP.59'-0" X 10' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE.6EXTERIOR CONCRETE STAIR.7CONCRETE STAIRS WITH GUARDRAILS/HANDRAILS812' x 14' DRIVE THRU. SECTIONAL OH., STANDARD GRADE.9DOCK DOOR BUMPER.10CONC. FILLED GUARD POST. 6" DIA. U.N.O.. 42"H.113' X 7' HOLLOW METAL EXTERIOR MAN DOOR.12EXTERIOR DOWNSPOUT WITH OVERFLOW SCUPPER.13ACCESSIBLE CONCRETE RAMPT WITH GUARDRAILS/HANDRAILS.A. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS AT 100' MAXIMUM O.C. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS.B. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT.C. THE BUILDING FLOOR SLAB IS SLOPED, SEE "C" DRAWINGS FOR FINISH SURFACE ELEVATIONS.D. NOT USEDE. WAREHOUSE INTERIOR CONCRETE WALLS ARE PAINTED WHITE. COLUMNS ARE TO RECEIVE PRIMER ONLY. ALL GYP. BD. WALLS IN WAREHOUSE TO RECEIVE 1 COAT OF WHITE TO COVER.F. SLOPE POUR STRIP 1/2" TO EXTERIOR AT ALL MANDOOR EXITS. SEE "S" DRAWINGS FOR POUR STRIP LOCATION.G. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRIDLINE, OR FACE OF STUD U.N.O.H. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIFY ACTUAL UTILITY LOCATIONS. PLUMBING/ELECTRICAL COORDINATION.GENERAL NOTES - FLOOR PLANI. FOR DOOR TYPES AND SIZES, SEE DETAIL SHEET AD.4. NOTE: ALL DOORS PER DOOR SCHEDULE ARE FINISH OPENINGS.J. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS.K. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN HARDWARE.L. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING.M. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN.N. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 1133B.1.1.1O. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW, SEE A/A4.1 OFFICE SECTION.THESE NOTES ARE VERY MIN. REQUIREMENT. 1. FLOOR COMPACTION - 95%2. TRENCH COMPACTION - 90%3. BUILDING FLOOR SLAB:4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-965. NOT USED6. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH.7. FOR SLAB CURING, COORDINATE WITH THE OWNER.8. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED.9. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB.10. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS.11. NO FLY ASH IN THE CONCRETE12. WHERE INDICATED, PROVIDE VAPOR BARRIER, CONCRETE SLAB OVER 2" SAND OVER 10MIL VISQUEEN, OVER 2" SAND,OVER COMPACT SOIL. ENGINEER OR MANUFACTURER'S RECOMMENDATION. CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VISQUEEN ARE REQUIRED, SHALL BE NATURALLY HYDRATED WITHOUT USE OF BURLENE, CURING COMPOUND, OR RELEASE AGENTS. CONTROL/CONSTRUCTION JOINTS SHALL NOT BE FILLED WITH MM-80 JOINT FILLER IN FUTURE OFFICE AREAS.13. SEAL CONCRETE SLAB W/ "LAPIDOLITH" SEALER.FLOOR SLAB & POUR STRIPS REQ.AABBCCDDEEFFGGHHJJKKLLMMNN1616112233445566778899101011111212131314141515690' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"50' - 0"50' - 0"50' - 0"60' - 0"60' - 0"60' - 0"60' - 0"690' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"50' - 0"50' - 0"50' - 0"60' - 0"60' - 0"60' - 0"60' - 0"860' - 0"66' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"66' - 0"860' - 0"66' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"66' - 0"DAB-A2.1B2TYP.2TYP.2TYP.2TYP.2TYP.2TYP.28 DOCK DOORSPOTENTIAL OFFICEPOTENTIAL OFFICEPOTENTIAL OFFICE39 DOCK DOORS42 DOCK DOORS1TYP.1TYP.11TYP.2' - 0" 3' - 0"3' - 0" 11' - 0"25' - 0" 3' - 0"24' - 0" 3' - 0"4' - 2"3' - 0" 16' - 2"1' - 0"2' - 0"14' - 2"3' - 0"3TYP.8TYP.4TYP.5TYP.10TYP.5TYP.10TYP.8TYP.4TYP.3TYP.1TYP.3TYP.11TYP.3TYP.5TYP.10TYP.5TYP.10TYP.5TYP.1TYP.16' - 2" 3' - 0"3' - 0" 4' - 2"14' - 10" 3' - 0"14' - 10" 3' - 0"21' - 0" 6' - 0"8TYP.4TYP.8TYP.4TYP.8TYP.4TYP.5TYP.10TYP.5TYP.10TYP.8TYP.4TYP.3' - 0" 4' - 2"3' - 0" 14' - 10"3TYP.21' - 0" 6' - 0"6' - 0" 21' - 0"6' - 0" 21' - 0"MN161560' - 0"3' - 0" 6' - 0" 5' - 0" 2' - 10"3' - 0" 4' - 2"66' - 0"2' - 0" 5' - 0"18' - 0"5' - 6" 6' - 0" 4' - 6"17' - 0"4' - 6" 3' - 6" 1' - 0" 13' - 10" 3' - 0"24' - 0"2' - 0" 6' - 0" 2' - 0"41' - 0"9' - 0"POTENTIAL OFFICE1TYP.3TYP.2TYP.1' - 6"1TYP.3TYP.5' - 8" 5' - 8" 5' - 8"5' - 8" 5' - 8"2' - 0"6' - 0" 6' - 0" 5' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"9' - 0"9' - 0"4' - 0"1TYP.fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612#100 irvine, ca18831 bardeen avenue - ste.hpa, inc.Project Number:Revision:Date:Drawn by:Title:Sheet:Owner:Project:Consultants:17777 CENTER COURT DR N,STE100 CERRITOS, CA 90703TEL: (909) 673-8725CIVILSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONKimley-Horn---RPM---DAB-A2.1OVERALL FLOOR PLAN20260−STEWART &GRAY RD03/04/21STEWART & GRAY RAODDOWNEY, CA 90241CCscale:1" = 40'-0"AOVERALL FLOOR PLANscale:1/8" = 1'-0"BENLARGED FLOOR PLANScale:08'-0"16'-0"24'-0"1/8" = 1' -0"Scale:040'-0"80'-0"120'-0"1" = 40' -0"TRUENORTHTRUENORTHExhibit E ROOF LEGEND4' X 8' CURB MOUNTED SKYLIGHTS.BUILDING PARAPET LINEKEYNOTES - FLOOR PLAN1CONCRETE PARAPET.2PARAPET RETURN34' X 8' SKYLIGHT.4ROOF TOP UNITS5RIDGE LINEAABBCCDDEEFFGGHHJJKKLLMMNN1616112233445566778899101011111212131314141515690' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"50' - 0"50' - 0"50' - 0"60' - 0"60' - 0"60' - 0"60' - 0"690' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"50' - 0"50' - 0"50' - 0"60' - 0"60' - 0"60' - 0"60' - 0"860' - 0"66' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"66' - 0"860' - 0"66' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"56' - 0"66' - 0"1TYP.1TYP.1TYP.1TYP.1TYP.1TYP.1TYP.1TYP.3TYP.1TYP.NOTE: ALL ROOF MOUNTED MECHANICAL EQUIPMENT WILL BE APPROPRIATELY SCREENED FROM PUBLIC VIEW.3TYP.3TYP.3TYP.35' - 10"30' - 2"5' - 8"35' - 10"14' - 6"21' - 4"34' - 8"4' - 0"33' - 0"19' - 0"16' - 10"35' - 2"4' - 0"32' - 6"23' - 6"12' - 4"35' - 10"7' - 10"28' - 0"28' - 0"7' - 10"35' - 10"12' - 4"23' - 6"32' - 6"4' - 0"35' - 2"16' - 10"19' - 0"37' - 0"4' - 0"30' - 8"21' - 4"14' - 6"35' - 10"5' - 8"30' - 2"35' - 10"40' - 0" 20' - 0" 20' - 0" 30' - 0" 10' - 0" 30' - 0" 30' - 0" 10' - 0" 30' - 0" 20' - 0" 20' - 0"30' - 0"20' - 0" 30' - 0" 10' - 0" 30' - 0" 10' - 0" 30' - 0" 30' - 0" 10' - 0" 30' - 0" 20' - 0" 20' - 0" 40' - 0"RIDGE LINERIDGE LINERIDGE LINERIDGE LINE5TYP.5TYP.5TYP.15' - 0"15' - 0"4TYP.SLOPE 1/4" PER FT. TO MIN. TO DRAINSLOPE 1/4" PER FT. TO MIN. TO DRAINSLOPE 1/4" PER FT. TO MIN. TO DRAINSLOPE 1/4" PER FT. TO MIN. TO DRAINSLOPE 1/4" PER FT. TO MIN. TO DRAINSLOPE 1/4" PER FT. TO MIN. TO DRAIN3TYP.3TYP.2TYP.2TYP.2TYP.2TYP.fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612#100 irvine, ca18831 bardeen avenue - ste.hpa, inc.Project Number:Revision:Date:Drawn by:Title:Sheet:Owner:Project:Consultants:17777 CENTER COURT DR N,STE100 CERRITOS, CA 90703TEL: (909) 673-8725CIVILSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONKimley-Horn---RPM---DAB-A2.10OVERALL ROOF PLAN20260−STEWART &GRAY RD03/04/21STEWART & GRAY RAODDOWNEY, CA 90241CCscale:1" = 40'-0"AOVERALL ROOF PLANScale:040'-0"80'-0"120'-0"1" = 40' -0"TRUENORTHExhibit E CDEFGHJKLM630' 81TYP.MATCHLINEB/A3.1A/A3.1912TYP.60'60'60'50'50'50'60'60'60'511TYP.61012TYP.4TYP.2TYP.2TYP.5TYP.7TYP.10TYP.8TYP.5TYP.6TYP.10TYP.3TYP.IVIVIV IVIVIVSCSCSCSCIVIVIVSCIVIVIVIV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV IVIV IV IVIVIVIVIVIVIV IV IV IV IV IV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSC81TYP.31TYP.9TYP.21TYP.713TYP.11TYP.41TYP.31TYP.51TYP.3TYP.3TYP.912TYP.6SC SC SC SC SC SC SCIV IV IV IV IV IV IVIV IV IV IV IV IV IVIVIVIVIVIVIVSC SC SC SC SCIVSC SCSCSCSCSCSCSCSCIV IVIV IV IV IVIVIVIVIVIVIVIVIVIVIVIVIV1234567860' 66'56'56'56'56'56'MATCHLINED/A3.1C/A3.13TYP.IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSCSCSCSCIVIVIVSCIVIVIVSCSCSCSCIVIVIVSCIVIVIVIVIV IV IV IVIVIV IV IV IVIVIV IV IV IV81TYP.511TYP.6511TYP.610TYP.7TYP.5TYP.4TYP.713TYP.81TYP.2TYP.21TYP.31TYP.41TYP.9TYP.31TYP.SC SCIVIVIV IVIVIVSC SCIVIVIV IVIVIVIV IVABCDEFGHJK690' MATCHLINEF/A3.1 E/A3.11TYP.1IVIV IVIVIVIVIVIVIVIVIVIVIV IVIVIVIVIVIVIVSCSCSCSCIVIVIVSCIVIVIVIV IVIVSCSCSCSCSCIVSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSCSCSCSCSCSCSCSCSCSCSCSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV IV IV IV IV IV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV60'60'60'60'60'50'50'50'60'8TYP.8TYP.1TYP.81TYP.31TYP.211TYP.513TYP.71TYP.41TYP.111TYP.611TYP.52TYP.2TYP.12TYP.9512TYP.911TYP.56612TYP.106DDAB-A3.2ABC60'60'511TYP.MATCHLINEB/A3.1 A/A3.1912TYP.630' 10TYP.6TYP.4TYP.IVIVIV IV IVIVIVIV IV IV9TYP.31TYP.681TYP.511TYP.6SCIVIVIVSCSCIVIVIV IVIVIVSCSCIVIVIVSC SCIVIVIVSCSCIVIVIV IVIVIVSCSCIVIVIVSC SCIVIV IV IVIVIVSC SCIVIVIVSC SC SCSCSCSCIV IVIVIVIV IV16789101112131415MATCHLINED/A3.1 C/A3.1860' 8TYP.31TYP.5TYP.5TYP.10TYP.7TYP.13TYP.4TYP.IVIVSCSCIVIVIVIVIVIVSCSCIVIVIVIVIVIVIV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSCSCSCSCIVIVIVSCIVIVIVSCSCSCSCIVIVIVSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV IVIVIVIVIV IVIVIVIVIV IVIVIVIV81TYP.511TYP.71TYP.9TYP.11TYP.21TYP.31TYP.41TYP.31TYP.56'56'56'56'56'56'56'56'66'11TYP.511TYP.713TYP.511TYP.81TYP.3TYP.3TYP.2TYP.2TYP.666KLMNMATCHLINEF/A3.1 E/A3.11TYP.8IV IVIVIVIV690' 60'60'60'DAB-A3.2CIV IV IV2TYP.1TYP.111TYP.56KEYNOTES - ELEVATIONS1CONCRETE TILT-UP PANEL (PAINTED). FINISH GRADE VARIES. SEE "C"DRAWINGS. WATERPROOF ALL WALLS WHERE EXTERIOR GRADE ISHIGHER THAN FINISH FLOOR AND EXPOSED TO THE WEATHER.WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND AMINIMUM OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM ANDDAYLIGHT TO CURB OR TAKE TO STORM DRAIN.2PANEL JOINT.3PANEL REVEAL. ALL REVEALS TO HAVE A MAXIMUMU OF 3/8" CHAMFER.REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O.5OVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. PROVIDECOMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.6CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL.PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDECONTRASTING COLORED 3'' WIDE WARNING STRIPE INTEGRAL TOCONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADAREQUIREMENTS.7METAL LOUVER DOORS. PAINT TO MATCH BUILDING COLOR.8HOLLOW METAL DOORS. SEE DOOR SCHEDUL. PROVIDE COMPLETEWEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTERABOVE DOOR.9EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER.10DOCK BUMPER11ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALLDOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMSLESS THAN 18" ABOVE FINISH FLOOR ELEVATION.13METAL SIDING4OVERHEAD DOOR @ DRIVE THRU. SEE DOOR SCHEDULE. PROVIDECOMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.12TUBE STEEL CANOPY WITH 3 FORM CODA XT COVER OVER ENTRANCE.COLOR SCHEDULE - ELEVATIONS1CONCRETE TILT-UP PANEL.2CONCRETE TILT-UP PANEL3CONCRETE TILT-UP PANEL4CONCRETE TILT-UP PANEL5MULLIONS6GLAZING7METAL SIDINGSHERWIN WILLIAMS SW 7005PURE WHITESHERWIN WILLIAMS SW 7071GRAY SCREENSHERWIN WILLIAMS SW 7073NETWORK GRAYPAINT BRAND SHERWIN WILLIAMS SW 7074SOFTWARECOLOR CLEAR ANODIZED MULLIONSBLUE REFLECTIVE GLAZING1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE.2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3. T.O.P. EL.= TOP OF PARAPET ELEVATION.4. F.F. = FINISH FLOOR ELEVATION.5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION.6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING.7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT.8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. PROVIDE 1" DIAMETER HOLES AT CONCRETE WALL.9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON11. ALL ROLL-UP DOORS AND SERVICE DOORS TO BE PAINTED TO MATCH BUILDING COLOR. GENERAL NOTES - ELEVATIONGLAZING LEGENDNOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPEREDINSULATED VISION GLASSSINGLE LITEVISION GLASSSPANDREL GLASSWITH CONCRETE BEHINDSPANDREL GLASSIVVSSC8WOOD SIDINGNICHIHA VINTAGEWOODFIBER CEMENT CEDAR9METAL CANOPYSHERWIN WILLIAMSACRYLIC LATEX SYSTEMSHIGH GLOSS/HIGH PERFORMANCESW 7071 GRAY SCREEN10SHERWIN WILLIAMSPRO-INDUSTRIAL,WATERBASED B53-1150SEMI-GLOSS SW 7075 WEB GRAYMETAL L-FRAMESURROUND CANOPYCOLOR COLOR PAINT BRAND PAINT BRAND PAINT BRAND COLOR PAINT BRAND PAINT BRAND fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612#100 irvine, ca18831 bardeen avenue - ste.hpa, inc.Project Number:Revision:Date:Drawn by:Title:Sheet:Owner:Project:Consultants:17777 CENTER COURT DR N,STE100 CERRITOS, CA 90703TEL: (909) 673-8725CIVILSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONKimley-Horn---RPM---DAB-A3.1ELEVATIONS20260−STEWART &GRAY RD03/04/21STEWART & GRAY RAODDOWNEY, CA 90241CCscale: 1/16" = 1'-0"ANORTH ELEVATIONscale: 1/16" = 1'-0"CWEST ELEVATIONscale: 1/16" = 1'-0"ESOUTH ELEVATIONscale: 1/16" = 1'-0"BNORTH ELEVATION (CONT.)scale: 1/16" = 1'-0"DWEST ELEVATION (CONT.)scale: 1/16" = 1'-0"FSOUTH ELEVATION (CONT.)Exhibit E 1689101112131415MATCHLINEB/A3.2A/A3.281TYP.IVIVIVIVSCIVIVIVSCSCSCSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV IVIVIVIVIV IVIVIVIVIV IVIV IVIV IV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSCSCSCSCIVIVIVSCIVIVIV66'56'56'56'56'56'56'56'13TYP.71TYP.25TYP.4TYP.7TYP.7TYP.7TYP.5TYP.5TYP.10TYP.10TYP.10TYP.10TYP.21TYP.713TYP.860' 1TYP.81TYP.41TYP.82TYP.2TYP.2TYP.511TYP.611TYP.56ADAB-A4.11TYP.111TYP.561TYP.39TYP.3TYP.3TYP.SC SCIV IVIV IVIV IVSC SCIV IVIV IVIV IVIV IV12345678IVSCSCSCSCIVIVIVSCIVIVIVIVIV IVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV31TYP.10TYP.4TYP.8TYP.6TYP.7TYP.5TYP.5TYP.10TYP.10TYP.10TYP.56'56'56'56'56'56'66'860' 11TYP.1TYP.11TYP.511TYP.5713TYP.2TYP.2TYP.2TYP.2TYP.MATCHLINEB/A3.2 A/A3.2713TYP.6241TYP.21TYP.1TYP.39TYP.681TYP.3TYP.SC SCIV IVIV IVIV IVSC SCIV IVIV IVIV IVIV IVLMNIVIVIVIVIVIVIVIVIVIVIVIV IVIVIVIVIV IVIV IVIVIVIVIV IVIVIVIVSCSCSCSCIVIVIVSCIVIVSC8TYP.8TYP.8TYP.12TYP.F.F.L12TYP.11TYP.11TYP.12TYP.1TYP.60'60'26'26'6'2'24'26'6'4'1095656981TYP.71TYP.1SCSCSCSCSCSCSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVSCSCSCSCSCSCSCSCSCSCSCSCSCSCIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIVIV1' - 6"1' - 6"5' - 0"LANDSCAPE15' - 0"PARKING20' - 0"DRIVEWAY26' - 0"PARKING20' - 0"WALKWAY8' - 0"PROPERTY LINE15' - 0"6' - 0"41' - 6"T.O.PLINE OF SIGHTTOP HVAC UNITFUTURE ROOF TOPPROPOSEDFINISH FLOORPROPOSEDBLDG. EXT WALLKEYNOTES - ELEVATIONS1CONCRETE TILT-UP PANEL (PAINTED). FINISH GRADE VARIES. SEE "C"DRAWINGS. WATERPROOF ALL WALLS WHERE EXTERIOR GRADE ISHIGHER THAN FINISH FLOOR AND EXPOSED TO THE WEATHER.WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND AMINIMUM OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM ANDDAYLIGHT TO CURB OR TAKE TO STORM DRAIN.2PANEL JOINT.3PANEL REVEAL. ALL REVEALS TO HAVE A MAXIMUMU OF 3/8" CHAMFER.REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O.5OVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. PROVIDECOMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.6CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL.PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDECONTRASTING COLORED 3'' WIDE WARNING STRIPE INTEGRAL TOCONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADAREQUIREMENTS.7METAL LOUVER DOORS. PAINT TO MATCH BUILDING COLOR.8HOLLOW METAL DOORS. SEE DOOR SCHEDUL. PROVIDE COMPLETEWEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTERABOVE DOOR.9EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER.10DOCK BUMPER11ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALLDOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMSLESS THAN 18" ABOVE FINISH FLOOR ELEVATION.13METAL SIDING4OVERHEAD DOOR @ DRIVE THRU. SEE DOOR SCHEDULE. PROVIDECOMPETE WEATHER-STRIPPING PROTECTION ALL AROUND.12TUBE STEEL CANOPY WITH 3 FORM CODA XT COVER OVER ENTRANCE.COLOR SCHEDULE - ELEVATIONS1CONCRETE TILT-UP PANEL.2CONCRETE TILT-UP PANEL3CONCRETE TILT-UP PANEL4CONCRETE TILT-UP PANEL5MULLIONS6GLAZING7METAL SIDINGSHERWIN WILLIAMS SW 7005PURE WHITESHERWIN WILLIAMS SW 7071GRAY SCREENSHERWIN WILLIAMS SW 7073NETWORK GRAYPAINT BRAND SHERWIN WILLIAMS SW 7074SOFTWARECOLOR CLEAR ANODIZED MULLIONSBLUE REFLECTIVE GLAZING1. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE.2. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE.3. T.O.P. EL.= TOP OF PARAPET ELEVATION.4. F.F. = FINISH FLOOR ELEVATION.5. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST - MPH. EXPOSURE "C" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION.6. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING.7. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH ELASTOMERIC PAINT.8. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. PROVIDE 1" DIAMETER HOLES AT CONCRETE WALL.9. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS.10. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON11. ALL ROLL-UP DOORS AND SERVICE DOORS TO BE PAINTED TO MATCH BUILDING COLOR. GENERAL NOTES - ELEVATIONGLAZING LEGENDNOTE: ALL EXTERIOR AND INTERIOR GLAZING SHALL BE TEMPEREDINSULATED VISION GLASSSINGLE LITEVISION GLASSSPANDREL GLASSWITH CONCRETE BEHINDSPANDREL GLASSIVVSSC8WOOD SIDINGNICHIHA VINTAGEWOODFIBER CEMENT CEDAR9METAL CANOPYSHERWIN WILLIAMSACRYLIC LATEX SYSTEMSHIGH GLOSS/HIGH PERFORMANCESW 7071 GRAY SCREEN10SHERWIN WILLIAMSPRO-INDUSTRIAL,WATERBASED B53-1150SEMI-GLOSS SW 7075 WEB GRAYMETAL L-FRAMESURROUND CANOPYCOLOR COLOR PAINT BRAND PAINT BRAND PAINT BRAND COLOR PAINT BRAND PAINT BRAND fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612#100 irvine, ca18831 bardeen avenue - ste.hpa, inc.Project Number:Revision:Date:Drawn by:Title:Sheet:Owner:Project:Consultants:17777 CENTER COURT DR N,STE100 CERRITOS, CA 90703TEL: (909) 673-8725CIVILSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONKimley-Horn---RPM---DAB-A3.2ELEVATIONS20260−STEWART &GRAY RD03/04/21STEWART & GRAY RAODDOWNEY, CA 90241CCscale: 1/16" = 1'-0"AEAST ELEVATIONscale: 1/16" = 1'-0"BEAST ELEVATION (CONT.)scale:1/8" = 1'-0"CENLARGED SOUTH ELEVATIONscale:1/8" = 1'-0"DSITE SECTIONExhibit E Exhibit E Exhibit E 3/8"VARIES3/8"1/2"SEE STRUCT. & FINISH SCHEDULECONC. TILT-UP PANEL,NOTES:WHERE OCCUR, SEE WALL SECTIONS.1. DIMENSION CONTROL POINTS AT REVEALS AND EDGE OF CONCRETE OPENINGSDIMENSION CONTROL POINTDIMENSION CONTROL POINT2. PAINT COLOR CHANGES TO ALWAYS OCCUR AT CONTROL POINT "A" OR "B"BACDIMENSION CONTROL POINTC OF REVEALLSEE ELEVATIONSTOP OF REVEALBOTTOM OF REVEAL& CHANGE OF PAINT COLOR IF OCCURS.& CHANGE OF PAINT COLOR IF OCCURS.FINISH FLOORFINISH SURFACESEE PLANS6'9' - 4"ROOF SLOPE1 1/2" STEEL PIPE RAILINGCONC. WALK W/ A-36 GALVANIZED STEEL POST 4'X4' SQ.X11 GA TUBULAR STEEL POSTS AT 8'-0'' O.C. W/ CAP WELDED ALL AROUNDA-36 GALVANIZED STEEL RAIL2'' WX 2'' HX14 GA TUBULAR STEEL CHANNELSCONC. FOOTING, SIZE AS REQUIRED.A-36 GALVANIZED STEEL PICKETS 1: SQ. 16 GATUBULAR STEEL AT 6'' O.C. WELDED TO OUTSIDEOF FENCE.6''X6'' CAST-IN-PLACE CONRETE MOW CURB.A-36 GALVANIZED STEEL RAIL2'' WX 2'' HX14 GA TUBULAR STEEL CHANNELS6''X6'' CAST-IN-PLACECONRETE MOW CURB.COMPACTED SUBGRADECONRETE FOOTING, SIZEAS REQUIREDOR AS REQUIREDAS REQ.OROR AS REQUIRED1'-5"A-36 GALVANIZED STEEL PICKETS 1: SQ. 16 GATUBULAR STEEL AT 6'' O.C. WELDED TO OUTSIDEOF FENCE.A-36 GALVANIZED STEEL POST 4'X4' SQ.X11 GA TUBULAR STEEL POSTS AT 8'-0'' O.C. W/ CAP WELDED ALL AROUNDNOTES:1. ALL TERMINAL POSTS TO BE 4' W X 4'' D X 11 GA STEEL TUBES W/ CAP WELDED ALL AROUND2. ALL FENCE COMPONENTS TO BE PRIMED AND PAINTED TO MATCH BLDG.3. CONCRETE MOW CURB IS REQUIRED WHEN FENCE IS ADJACENT TO TURF AREAS ONLY. ALL OTHER PLANTER AREAS ADJACENT TO FENCE WILL NOT MOW CURB.4. SAND AND GRIND.ALL WELDS SMOOTH.5. PAINT BLACK PER THE SPEC.NOTES:1. SEE SITE PLAN FOR LOCATIONS.2. SACK AND PATCH ALL PANEL LIFT POINTS ON OF WALL AND PAINT TO MATCH.ROOF SLOPEGUTTERSEE PLAN9'-4"1/4'' PER FT.SEE PLAN14'-10"SHRUB HEDGE SCREEN WITH EQUIPMENT BEYONDSHRUB HEDGE FOR EQUIPMENT NOTES:1. SEE SITE PLAN FOR LOCATIONS.2. SACK AND PATCH ALL PANEL LIFT POINTS ON OF WALL AND PAINT TO MATCH.6" THICK CONC. APRON6" H CONCRETE CURBPROVIDE 3/4" DIA.x 2"DEEP DRILLED HOLES INSLAB FOR CANE BOLTS,ONE FOR EACH GATE.SLOPE CONC.SLAB AT 27% MAX.LANDSCAPECONCRETE TILT-UPPANELS, SEE STRUCTURALDRAWINGS. PAINT INSIDE,OUTSIDE AND TOP OFWALL TO MATCH BUILDING.6" H CONCRETE CURBPROVIDE 1/2" EXPANSIONJOINT MATERIAL AT INT.WALL PERIMETER.6" THICK CONC. SLABW/ MEDIUM BROOM FINISH,PROVIDE CONTROL JOINTSAS REQUIRED.G-SLOPE CONC.SLAB AT 27% MAX.GRID2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION A2" MULLION ATOP OF THE CONCRETE PARAPETR.T.UFUTURE ROOFTOP EQUIPMENT4 PLY BUILT-UP ROOFING OVERPANELIZING WOOD DECK OVER STEEL ROOFSTRUCTUREFINISH FLOORFLOOR SLABSTORE FRONTCONCRETE TILT-UPSTORE FRONTCONCRETE TILT-UPREFER TO ELEVATION2"3' - 10"2"3' - 10"2"2' - 10"2"3' - 8"2"4' - 0"2"1' - 10"2"2' - 10"2"2' - 10"2"2' - 8"2"fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612#100 irvine, ca18831 bardeen avenue - ste.hpa, inc.Project Number:Revision:Date:Drawn by:Title:Sheet:Owner:Project:Consultants:17777 CENTER COURT DR N,STE100 CERRITOS, CA 90703TEL: (909) 673-8725CIVILSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONKimley-Horn---RPM---DAB-A4.1SECTIONS20260−STEWART &GRAY RD03/04/21STEWART & GRAY RAODDOWNEY, CA 90241CCNOT TO SCALEBCONCRETE REVEALscale:1/2" = 1'-0"GTRASH ENCLOSURE ELEVATIONNOT TO SCALECMETAL FENCE DETAILNOT TO SCALEFTRASH ENCLOSURE ROOF PLANNOT TO SCALEDGROUND MOUNTED EQUIPMENT SCREENING TYP.scale:1/2" = 1'-0"ETRASH ENCLOSURE PLANscale:1/2" = 1'-0"ATYP. STOREFRONT ELEVATIONExhibit E STEWART & GRAY RD. DOWNEY, CA 90241 PROJECT ID: XXX 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714) 939-1030 LEGEND NORTH X X XXXXXXExhibit E STEWART & GRAY RD. DOWNEY, CA 90241 PROJECT ID: XXX 765 THE CITY DRIVE, SUITE 200 ORANGE, CA 92868 (714) 939-1030 NORTH X X XXXXXX LEGENDExhibit E NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVFUTURE EVCHARGINGCLEAN AIR/VANPOOL/EVS T E W A R T & G R A Y R O A DH A L L R O A DFUTURE EVVAN PARKING FUTURE EVAMBULATORYFUTURE EV28 DOCK DOORSPOTENTIAL OFFICEPOTENTIAL OFFICE39 DOCK DOORS 42DOCK DOORS PROPERTY LINEPROPERTY LINEPROPERTY LINE POTENTIAL OFFICE26' WIDE FIRE LANE 26' WIDE FIRE LANE 26' WIDE FIRE LANE26' WIDE FIRE LANE48" Box48" Box48" Box48" Box48" Box48" Box48" Box48" Box48" Box36" BoxN.A.P.SIGHT LINESIGHT LINESIGHT LINESIGHT LINE48" Box48" Box48" Box48" Box48" Box48" Box36" Box36" Box36" Box36" Box36" Box36" Box48" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" Box36" BoxBrisbane BoxTristania confertaTREES24" BoxCrape MyrtleLagerstroemia i 'Muskogee'35MBOTANICAL/COMMON NAMESYMBOL PLANTING LEGENDWUCOLSSIZE QTYREMARKSM915 GalCupressus sempervirensItalian CypressCamphor TreeCinnamomum camphoraAfrocarpus FernPodocarpus gracilor48" BoxStandard9M24" BoxStandard11MMulti19L47LStandardStandardRosemaryRosmarinus o. 'Tuscan Blue'Autumn SageSalvia greggiiCoast RosemaryWestringia fruticosaQTYSIZEREMARKSSYMBOL SHRUBSBOTANICAL/COMMON NAMEWUCOLSTexas PrivetLigustrum j. Texanum5 GalBaccharis p. 'Centenial'Coyote BushL5 GalM05 GalL05 GalL0Callistemon 'Little John'Dwarf Bottle Brush5 GalM0Bear's BreechAcanthus mollisMexican SageSalvia leucantha5 GalM0Allen Chickering SageSalvia c. 'Allen Chickering'5 GalL05 GalL05 GalL0Pineapple GauvaAcca sellowiana5 GalM0Fortnight LilyDietes bicolor5 GalM0Deer GrassMuhlenbergia rigens5 GalM0Dwarf Coast RosemaryWestringia f. 'Grey Box5 GalL0Pink MuhlyMuhlenbergia capillaris5 GalM008' O.C.1 Gal36" O.C.1 GalLantana 'Gold Mound'Acacia redolens 'Low Boy'Dwarf AcaciaYellow LantanaGROUNDCOVER48" O.C.1 GalRosmarinus o. 'Huntington Carpet'6' O.C.1 GalBaccharis p. 'Pigeon Point'Dwarf Coyote BushLLLLSPACINGSIZEREMARKSSYMBOL BOTANICAL/COMMON NAMEWUCOLSProstrate RosemaryCarissa m. 'Green Carpet'Prostrate Natal PlumM36" O.C.1 GalChitalpa tashkentensisChitalpaStreet TreeExisting Trees to RemainCercidium 'Desert Museum'Blue Palo VerdeL1824" BoxStandard24" BoxAfrican SumacRhus lancea8LStandardTree Sizes - Total Quanitity -150 exclusive of street treesRequiredProvided48" box - 10%48" box - 10%36" box - 10%36" box - 14%24" box - 15%24" box - 24%15 Gal - 65%15 Gal - 52%348" Box36" Box 1648" Box 415 Gal15 Gal36" Box 6Downey, California21-03203.01.21PrologisSteward and Grey0 40' 80' 160'HUNTER ANDSCAPEL711 FEE ANA STREET714.986.2400 FAX 714.986.2408PLACENTIA, CA 92870NSignature1TST ANIDateCOFEATIFOALR E TSIGER CRAEPADER AK.HAOM S H SEY.638oNNALCSDTCETIH1/31/202507.22.2105.11.2302.14.24Exhibit E NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGFUTURE EVCHARGINGCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVFUTURE EVCHARGINGCLEAN AIR/VANPOOL/EVS T E W A R T & G R A Y R O A DH A L L R O A DFUTURE EVVAN PARKINGFUTURE EVAMBULATORYFUTURE EV28 DOCK DOORSPOTENTIAL OFFICEPOTENTIAL OFFICE39 DOCK DOORS 42DOCK DOORS PROPERTY LINEPROPERTY LINEPROPERTY LINE POTENTIAL OFFICE26' WIDE FIRE LANE 26' WIDE FIRE LANE 26' WIDE FIRE LANE26' WIDE FIRE LANEDDAB-A3.2FC-1SITE PHOTOMETRICSTUDYOwner:Project:Consultants:Project Number:Revision:Date:Drawn by:Title:Sheet:C I V I LSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONfax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612irvine, ca18831 bardeen avenue, - ste. #100hpa, inc.17777 CENTER COURT DR N, STE100CERRITOS, CA 90703TEL: (909)673-872520260CC12/08/20THIENESTHESE DRAWINGS ARE NOT INTENDED FOR BIDDING, SHOP DRAWINGS, OR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL BIDS MADE FROM THESE DRAWINGS CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT---RPM---DOWNEY, CA 90241STEWART & GRAY ROADSTEWART &GRAY RDSITE PHOTOMETRIC STUDY1NExhibit E