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HomeMy WebLinkAboutAppendix A - Project Plans❖APPENDICES ❖ APPENDIX A PROJECT PLANS I LLJ I ' ::p z I f > 1 .,. I, ~ I, 1 • I ~ ' ' ' ' ' ' ,·, --- 90'-9" R/W TO PARKING I ' ' POTENTIAL Of FICE I ' I I ' ' _________ i_ ________ j __ ' ' I I ' ' I I ' ' I I ' _________ L ________ J __ ' ' I I I ' I I ' ' _________ L ________ J __ ' ' I I ' ' I I ' ' I I ' ' I I "' N N PROPERTY\ LINE I ' I POTENTIAL OFFICE ' I I I I I I I I I I I I _____ _J _________ i_ ________ j ________ _J _________ i_ ________ j ___________ _ I I I I I I I I I I I I i i BUILDING 1 i i i I I I I I I I I 36' CLEAR I I I I I I I I I I -----J---------+----------l--------J---------+----------1----------------#=== I I I I I I 534' 12 DOCK DOO~S n n n I ' I ' --------l------------1=== I ' I ' I ' I C /,1 ' • i ' ., <: ! A//"J < ) . I ' / V .,',: I V / /X -,_. •I I< '._'\__, VI I • , , 'y J I ' ">· )/1 I / ' ,_ .·,;-)\. -] c-~ /><14J-. _ .• _ ~ ~:)">-(Z •-·· -.• • Ji I -' , -' / ',i f'(_( / 1/1 ! b2'· ·:.,.J /, ' 1-. 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L !LK .:; ___ -:::._ _.L.c.._-.,___-_ ·_;::._-..Z:_.:.._x_ ..__-_xx_{ _ ~.::-., PROPERTY LINE 52' ·----- R/W TO PARKING SEE 2-DAB-1.1 I I SEE 1 -DAB-1.1 :Jc SEE 1 -DAB-L1 135' 50'-4" R/W TO PARKING "''-' '¾""-"--fi'.-= '--',----------0, '1'---· ■ ' -/,f~ ~;5::~~~~';;~::;~::3~~~:~~~o~ :~~~:-/;~~:-~--~.z::~z~~-.;~f~~;-~i~-~~ 1 ,'\"-.,·v✓-✓----·, ;//-,· ·<// -'\X.._'./'2&::'f;IR~b.A"-1 •">'--1\,:_"v .:✓'-···x_ .. _A/. /'(. ------>~x<::·_✓·:~XA✓-✓-✓x~'-._->/<~Y: _-·:.-x>< '-.-~ } , / .:x~ ~;_ ~ :;-,:~.>~x~<<•' -~X 0 /0Z'\· -: ----/~ v~~-;:~:0~\.:_~~:~~~:~~'.~~~~{~:..__~--;!~~-~;.~'_-__ .:.):i(~.t:-~:1~t~r24-:_~',c~~~~x~~~-2~::1~~{~~1 ..-1 , I/\ I \ 1,.--I \ I/\ • -· />1_ I /,/ ~~-_j I. I <fi -,, ' I ' I I J J J ' f< f ;/i·< ·> / h _____ T __ _ ~ ::;, // ;,"<--•·+- '. ,1/ 1/1/./:a -,t ::: 1/. //:?~ -,_ ' I ' I ' I ' I 120' N (E)j BUILDING 2 ' I ' I ' I ' j • ' I ' I ' I ' p I ,-, • I 94' j i 61'-10'' R/W TO PARKING SCALE, 1" = 30'-0" ■ ■ 3'-3" ~ -'< Ow sS-> o' 0 f a: I ' cl( - J,. :i: I <C I a I ------------------------------------------------------------------------------------~M=A~S~T~E=R~~~a~!~, E~1P,~=~~t=~'--<® VICINITY MAP ~:·~.,, ,-~ ~r ' - f'·,-J ' " PROJECT INFORMATION Owner/Applicant GONSALVES & SANTUCCI, INC. DBA CONCO. 5141 COMMERCIAL CIRCLE CONCORD, CA 94520 PHONE, (925) 685-6799 CONTACT: DARREN RATEKIN Project Address TBD Code Analysis 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS Construction Type CONCRETE TILT-UP BUILDING BUILDING OCCUPANCY: S-1 / B CONSTRUCTION TYPE : 111-B ESFR SYSTEM Applicant's Representative HPA, INC. 18831 BARDEEN AVE. -SUITE 100 IRVINE, CA 92612 PHONE, (949) 863-1770 CONTACT, JOSEPH KIM Zoning FONTANA GATEWAY SP -INDUSTRIAL File Number TBD Assessors Parcel Number 0238-112-16 TABULATION BLDG.1 BLDG. 2 SITE AREA In s.f. 217,234 122,510 In acres 4.99 2.81 BUILDING AREA Shop 0 9,521 Office 8,000 4,879 \Ml rehouse 98,288 14,400 TOTAL 106,288 28,800 COVERAGE 48.9% 23.5% AUTO PARKING REQUIRED Shop 0 16 Office: 1/250 s.f. 32 20 Wlse: 1/1,200 s.f. 82 12 TOTAL 114 48 AUTO PARKING PROVIDED Stan d ard ( 9' x 19') 78 59 ADA Standard ( 9' x 19') 4 2 ADA Van ( 12' x 19') 1 2 EV ADA Std ( 9'x 19') 1 0 EV ADA Van ( 12' x 19') 1 0 EV Standard ( 9' x 19' ) 4 0 EV Capable ( 9' x 19') 19 0 Parallel (8' x 22') 6 0 Existing Parking 0 2 TOTAL 114 65 ZONING ORDINANCE FOR CITY Zoning Designation -Fontana Gateway SP -Industrial MAXIMUM BUILDING HEIGHT ALLOWED Height -no linit MAXIMUM FLOOR AREA RATIO FAR-.70 ACTUAL FLOOR AREA RA TIO FAR 0.49 0.24 LANDSCAPE REQUIREMENT A3rcentage -15% mnus building footprint and areas used for outdoor storage or loading. In s.f. 10 ,622 5,187 LANDSCAPE PROVIDBl In s.f. 15,625 12,488 SETBACKS Building Landscape Front-20' ave., 15' nin. 15' Inte rior Side -6' 6' Rear -6' 6' TOTAL 339,744 s.f. 7.80 ac 9,521 s ,I, 12 ,879 s.f. 112,688 s.f . 135,088 s.f. 39.8% 16 stalls 52 stalls 94 stalls 162 stalls 137 stalls 2 stalls 179 stalls 0.40 15,809 s.f. 28,113 s.f. SITE PLAN GENERAL NOTES PCC/ACC PAVING. SEE "C" DRWGS. FOR THICKNESS STANDARD PARKING STALL (9' X 19') I ~~ EVCS W/ E\ISE PROVIDED. ~ EV CAPABLE. EVSE CONDUIT STUB E\I ONLY. ~ FOR FUTURE ♦ ······it· • AREA ACCESSIBLE PARKING STALL (9' X 19') + 5' W/ ACCESSIBLE AISLE ACCESSIBLE PARKING (VAN) STALL (12' X 19') + 5' W/ ACCESSIBLE AISLE PATH OF TRAVEL. MINIMUM WIDTH TO BE 4'. SLOPE NOT TO EXCEED 5% IN THE DIRECTION OF TRAVEL AND CROSS SLOPE NOT TO EXCEED 2%, SEE CIVIL FOR GRADING PLAN -••-PROPERTY LINE ~ l ~-~ 26' OR 30' WIDE FIRE LANE FIRE DEPT STANDARD D 3D' 60' 90' SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES 5. PROVIDE STRUCTURAL CALCULATION AND CONSTRUCTION ANCHORAGE DETAIL FOR TRANSFORMER PRIOR TO INSTALLATION. 6. SEE "c" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "c" DRAWINGS. 8. CONTRACTOR TO REFER TO "c" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE "c"DRAWINGS FOR FINISH GRADE ELEVATIONS. 10, CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA WAY W/ 1 r20 MAX, SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH 11. U.N.O. PROVIDE KNOX BOXES AT ALL OFFICE ENTRANCES. 12. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 13. ON-SITE FIRE MAIN, FIRE SPRINKLER, AND SPRINKLER MONITORING SYSTEM SHALL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR REVIEW AND PERMITTING. 14. ALL VERTICAL MOUNTING POLES OF FENCING SHALL BE CAPPED. 15, 16, LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB ALL INTERIOR AND EXTERIOR WALK SURFACES TO BE NON-SLIP TYPE TRUE NORTH hpa, inc . 18831 bardeen avenue, -ste. #100 Irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: MASTER SITE PLAN Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07/03/23 2ND SUBMITTAL 01/03/24 Sheet: DAB-Al.O 1 '1 r I Ii \1 I I I jl 1 jJ J w > c( I' ) :::1:, C II ' ' ' ' I I I I I I I I I I I I I \ I I I I ■■-■■ u -•• -■■-■■ D I I / I --' II I I I I I I, ' I I ) - .1 ! ----- ' ' I I I I -' - 1/ ' ,, / I X (") ..;- ..;-CX) c:, (") O O·-(J'I o I .,-1 ;, I "'d 0 0 0 f- - ' I i I I I li C: Q (.J -' ' I I I I I I I I I. I ' I ' I ' _____ T __ _ ' I ' I ' I ' I If X I J J J EXISTING BUILDING ' I I ' j • ' I ' I ' I ' p I ,-, • I -! - ' I r ( ' ,_' C'J ,, I " " i --I • ~=====-""•~;'kbaaa===dbs,,,J!,===J,,,r_: ___ ~---~---=---:-=---~ -, a , ~ ----- 1·,· l 0 0 0 SCALE, scale: EXISTING CONDITIONS 1''=30'-0" A 0 1" = vi g:i o/ 0 1 0 1 - or --__ > 30'-0" 30' •' t w z -:::J ~' ~ "w • n_ - o I er n_ 1 1 1 I • • I • ' • I' I 'i . .I'! • I • I 0.,1 I I I 'I i 0 60' I- li w 8 a: 0 ' \ Lr) 'c:, ---' Lr) ' c:, : ..;-! ' (") ' er,! . ' ' ' ' ' I /I I I ' ' I ' ' ' I II \ ol , I i I I TRUE 90' NORTH hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: EXISTING CONDITIONS Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: DAB-Al.OE i,u ' ±, ' w I ' I <( z ' ' ' + I- \ J //\ lYP. lYP. lYP. 5 lYP. / ' CT lYP. lYP. 5 lYP. 5 lYP. SCALE: I" = 30'-0" ' r ' ll..l I w D:: ' ' <( l. ' ~ I ' ± 1 ' C I ' ------------------------------------------------------------------------------------~M=A~S~T~E=R~~~a~!~, E~1P,~=~~t=~'-1® D 30' 60' 90' LEGEND SITE PLAN KEYNOTES 1 (N) 12' H CONCRETE SCREEN WALL 2 (E) CONCRETE SCREEN WALL TO REMAIN -0------0-----0 3 (N) 8'H TUBE STEEL FENCE -0------0-----0 4 (E) TUBE STEEL FENCE TO REMAIN --0------0-----5 (E) CHAIN LINK FENCE TO REMAIN 6 (N) 8' H TUBE STEEL BIPARTING GATE 7 (N) 8' H TELESCOPING GATE 8 (E) TUBE STEEL GATES TO REMAIN TRUE NORTH hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: FENCING/ SCREENING Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: DAB-Al.OF ? z I t > I -r: ' I\ I \ I I I I I \ I i I '' ': ' ' ' TYP. 141·} 4\ PRQPERTY LINE ·fa s'CREEN WALL TYP. TYP. 16 4 TYP. PROPERTY Ll~E TYP. @ PROPERTY LINE TYP. TYP. (2) m 158 TYP. TYP. 8 TYP. ( /-·-. : 2 ·1 co -._/ ~ ~====~ @ N II=====- ✓--. 1.22) SCALE: 1" = 20'-0" ---------------------------------------------------------------------------------~O~V~E=R=A=L=L~~a~~!~E~r.==~t~._c..c._;~@ TRUE NORTH SITE PLAN KEYNOTES PAVING PER CIVIL. SEE "C' DRAWINGS. NOT USED. CONCRETE WALKWAY. MEDIUM BROOM FINISH. DRIVEWAY APRONS TO BE CONSTRUCTED PER "C:' AND "L_" DRAWINGS. LANDSCAPE. NOTED BY SHADING SEE ''L" DWGS. (N) 8' H BIPARTING MITAL GATES W/ KNOX-PAD LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. (N) 8' H METAL TELESCOPING GATE W/ KNOX-PAD LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. (E) TUBE STEEL GATES TO REMAIN. 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. EXTERIOR CONC. STAIR. 2'x2' CONCRETE PAD FOR EV CHARGER. BIKE RACK. ACCESSIBLE ENTRY SIGN TRASH ENCLOSURE PER CITY STANDARD. SEE H/DAB-A4.1. @ TRASH ENCLOSURE PER CITY STANDARD. SEE H/DAB-A4.1. @ PROPOSED TRANSFORMER LOCATION. @ (N) 12'H CONCRETE TILT-UP SCREEN WALL. @ (E) CONCRETE TILT-UP SCREEN WALL TO REMAIN. @ (N) 8'H TUBE STEEL FENCE. SEE C/DAB-A4.1. @ (E) TUBE STEEL FENCE TO REMAIN. @ (E) CHAIN LINK FENCE TO REMAIN. @ 42" H CONCRETE FILLED GUARD POST. 6" DIA. U.N.O. @ CONCRETE RAMP W/ 42"H CONCRETE WALL. @ ACCESSIBLE PARKING STALL SIGN. @ PRE-CAST CONCRETE WHEEL STOP. SITE PLAN GENERAL NOTES 1. 2. 3. 4. 5. 6, 7. 8. 9. 1 0. 11. 12. 13, THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. SEE "C" PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES PROVIDE STRUCTURAL CALCULATION AND CONSTRUCTION ANCHORAGE DETAIL FOR TRANSFORMER PRIOR TO INSTALLATION. SEE "C" DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "c" DRAWINGS. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. SEE "C"DRAWINGS FOR FINISH GRADE ELEVATIONS. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY W/ 1 :20 MAX. SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH U.N.O. PROVIDE KNOX BOXES AT ALL OFFICE ENTRANCES. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. ON-SITE FIRE MAIN, FIRE SPRINKLER, AND SPRINKLER MONITORING SYSTEM SHALL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR REVIEW AND PERMITTING. 14. ALL VERTICAL MOUNTING POLES OF FENCING SHALL BE CAPPED. 15. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB 16. ALL INTERIOR AND EXTERIOR WALK SURFACES TO BE NON-SLIP TYPE 0 20' 40' 60' SITE PLAN GENERAL NOTES CJ PCC/ACC PAVING SEE "c" DRWGS. FOR THICKNESS STANDARD PARKING STALL (9' X 19') ~~ EVCS W/ EVSE PROVIDED. ♦ ...... ♦ EV CAPABLE. EVSE CONDUIT STUB FOR FUTURE EV ONLY. AREA ACCESSIBLE PARKING STALL (9' X 19') + 5' W/ ACCESSIBLE AISLE ACCESSIBLE PARKING (VAN) STALL (12' X 19') + 5' W/ ACCESSIBLE AISLE PATH OF TRAVEL. MINIMUM WIDTH TO BE 4'. SLOPE NOT TO EXCEED 5% IN THE DIRECTION OF TRAVEL AND CROSS SLOPE NOT TO EXCEED 2%, SEE CIVIL FOR GRADING PL.AN -••-PROPERTY LINE 26' OR 30' WIDE FIRE LANE FIRE DEPT STANDARD hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: OVERALL SITE PLAN Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: 20548 KT 01/03/2024 07103/23 01/03124 1-DAB-Al.l N 5' / / lYP. +-Ht+, ~+c-i+ -t-Ht+, C-H-t+ -t-Ht+, C+i-t+ -t-H-H-, C-H-LC 26' lYP. 25'-4" 15' 10'-4" lYP. N -+-++++-ft+++; , +-H-H-:-t-H-H-H+H-; ft+H-tt+Ht+:-ti·t+Ht+:+ft+H--i -+--t-t-t+-:+-t++, , -t-Ht+:+-Ht+Ht+h CH-H-i·t+Ht+:-ti·t+Ht+:+i·t+H--: -+--t-t-t-t-:+-t++, , -t-Ht+:+-Ht+Ht+h i·t+H-i·t+Ht+:-ti·t+Ht+:+i·t+H--: --t----'------'----t-L-:+-t++, ' -t+LH-:+-Ht+Ht+h CLCH·i·t+Ht+'t't+CLH-:+i·t+H--: SCREEN WALL ELEVATION scale: 1 /8" = 1 '-0" KEYNOTES -SCREENWALL 0 8'H METAL GATES WITH 2"X4" PERIMETER FRAME AND HORIZONTAL SUPPORT. PROVIDE 1" SQUARE VERTICAL MEMBER AT 4" O.C TYPICAL. PRIME AND PAINT GATE BLACK. 12' H CONCRETE TIL-UP SCREEN WALL PAINTED BOTH SIDES, TYPICAL SEE "s" DWG FOR THICKNESS. 0 PANEL JOINT. SEE "s'' DRAWINGS. A GENERAL NOTES -SCREENWALL A. CONTRACTOR TO VERIFY ALL GRADES W/ CURRENT "c'' PLAN & VERIFY SITE CONDITIONS. VERIFY ALL TYP. TOP OF WALL HEIGHT(T.O.W.) & FINISH SURFACE GRADE. B. PROVIDE 2" DIA. P.V.C. WEEP HOLES @ 8' O.C. IN SCREEN WALLS @ GRADE LEVEL ON TRUCK SIDE. C. CONTRACTOR TO PROVIDE WATER-PROOFING MEMBER TO SCREEN WALL AT ALL RETAINING/ BERMING CONDITIONS. PROVIDE WATERPROOFING @ HIGHSIDE OF WALL ONLY. CONTRACTOR TO SUBMIT WATERPROOFING SPECIFICATION TO ARCHITECT PRIOR TO INSTALETION. D. NOT USED. E. GATE MANUFACTURER TO PROVIDE DETAILING OF GATES TO WITHSTAND 1.30 MPH. WINDS, EXPOSURE "c" AND VERIFY ALL DIMENSIONS, DETAILS AND SITE CONDITION W/ CONTRACTOR. F. ALL GATES TO BE WALL BRACED. SUB-CONTRCTOR TO SUBMIT SHOP DRAWING TO ARCHITECT TO PRIOR TO INSTALLATION G. CONTRACTOR TO VERIFY ALL CIVIL AND STRUCTURAL DRAWINGS FOR SCREEN-WALL HEIGHT. COLOR SCHEDULE SHERWIN WILLIAMS SW 7067 CllY SCAPE SHERWIN WILLIAMS SW 7064 PASSIVE rn L I ' SHERWIN WILLIAMS SW 7066 GRAY MATTERS hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: SCREEN WALL ELEVATIONS Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: 1-DAB-Al.1 T ! 2 ', I I :11 '3 ', I I :11 ' ' 61' 56' 56' 56' 3' 9' ! 5' I I :11 ' 534' 56' 3' 7' '6 ', I I :11 ' 56' 3' , 26' ~ --~----------~------\:::7 r 'lYP ' lYP lY lYP i 71 T ' 56' 16' lYP 11 3' 56' 81' lYP 3 6' 10' lYP 10 1 l : : I 3 I 11 7 1 A--r-~:=::1 ==⇒~c1L1itJ:::C:UF;=>77~'77TFFFFFnc±=~==========j,======~~=F=======~===='c::============j=========j===~ I f ' r-.,__ :: ------------...-_( A ; b I .,. 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' ' , ' -' ' I ' ;,. ' ' ' L ___ L---' ' -' -' ' I ' ' ' "' ' ' .-- b I ;,. POTENTIAL OFFICE "' ;,. lYP -1 ' co ' 0 ' -lYP "' 3 ;,. lYP. " r--0 ~ lo' B I - ------------------------------------- 7 L " -' " SCALE. 1 /8 - 1 -0 0 8' 16' 6' ' --- b ---' ' ~ --0 24' TRUE NORTH KEYNOTES -FLOOR PLAN CONCRETE TILT-UP PANEL. 2 STRUCTURAL STEEL COLUMN. 3 T1'PICAL STOREFRONT SYSTEM WITH GLAZING. SEE OFFICE BLOW-UP AND ELEVATIONS FOR SIZE, COLOR AND LOCATIONS. CONCRETE RAMP W/ 42" HIGH CONC TILT -UP GUARD WALL OR BUILDING WALL ON BOTH SIDE OF RAMP, 5 9'-0" X 1 O' TRUCK DOOR, SECTIONAL O'H., STANDARD GRADE. 6 7 12' X 14' DRIVE THRU. SECTIONAL OH., STANDARD GRADE. 5'-6"X5'-6"X4'' THICK CONCRETE EXTERIOR LANDING PAD T1'PICAL AT ALL EXTERIOR MAN DOORS TO LANDSCAPED AREA. FINISH TO BE MEDIUM BLOOM FINISH. SLOPE TO BE 1/4" : 12" MAX. PROVIDE WALK TO HARD SURFACE PER CIT1' REQUIREMENTS. ( 8 EXTERIOR CONCRETE STAIR 9 DOCK DOOR BUMPER 10 CONC. FILLED GUARD POST. 6" DIA. U.N.O .. 42"H. i \ ' 11 • 3'X7' HOLLOW METAL EXTERIOR MAN DOOR. 12 SOFFIT LINE ABOVE !13A> EXTERIOR DOWNSPOUT WITH OVERFLOW SCUPPER. ,_ (,~; INTERIOR ROOF DRAIN WITH OVERFLOW SCUPPER. - 113C> INTERIOR ROOF DRAIN WITH OVERFLOW DRAIN. ,_ (14) PAINTED I-BEAM CANOPY 11s\ Z GUARD \ , 16 LONG TERM BICYCLE PARKING. GENERAL NOTES -FLOOR PLAN 1. THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE WITH FIRE ACCESS MAN DOORS AT APPROXIMATELY 125' O.C. A SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS. 2. FIRE HOSE LOCATIONS SHALL BE APPROVED PER FIRE DEPARTMENT. 3. SEE "c'' DRAWINGS FOR FINISH SURFACE ELEVATIONS. 4. 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. 5. SLOPE POUR STRIP 1 /2" TO EXTERIOR AT ALL MAN DOOR EXITS. 6. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE PANEL WALL, GRID LINE, OR FACE OF STUD U.N.O. 7. SEE CIVIL DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR TO VERIF'f ACTUAL UTILID LOCATIONS. PLUMBING/ELECTRICAL COORDINATION. 8. VERIF'f ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. 9. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. 10. ALL EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN HARDWARE. 11-HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. 12. EACH EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXll". THE MOUNTING HEIGHT FOR SUCH SIGNAGE SHALL BE 60" FROM FINISH FLOOR LEVEL TO THE CENTER OF THE SIGN. 13_ NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 11 B-703.5 14. ALL ROOF MOUNTED MATERIALS SHALL BE FULLY SCREENED FROM PUBLIC VIEW, 15. PROVIDE FIRE EXTINGUISHERS PER FIRE MARSHALL 0 20' 40' 60' FLOOR SLAB & POUR STRIPS REQ. THESE NOTES ARE VERY MIN. REQUIREMENT. 1. FLOOR COMPACTION -95% 2. TRENCH COMPACTION -90% 3. BUILDING FLOOR SLAB: SEE STRUCTURAL DRAWINGS. 4. CONTRACTOR TO BUILD FOR CLASS V FLOOR PER A.C.I. 302-IR-96 5. CONCRETE SLAB TO HAVE STEEL FLOAT HARD TROWEL BURNISHED FINISH. 6. CONTRACTOR TO CURE SLAB TO BE WET CURING USING BURLINE FOR 7 DAYS MIN. 7. ALL EQUIPMENT & MOVING VEHICLES SHALL BE DIAPERED. 8. NO CRANES, CONCRETE TRUCKS, OR ANYTHING HEAVIER WILL BE PLACED ON THE SLAB, 9. SLAB TO BE FF50 FL35 MEASURED WITHIN 24 HOURS. 10. NO FLY ASH IN THE CONCRETE 11. WHERE ,7777---;-77 INDICATED, PROVIDE VAPOR BARRIER (15MIL STEGO OR EQUAL) UNDER THE CONCRETE SLAB. PROVIDE SAND '--'-"L'--'_J PER SOILS ENGINEER OR MANUFACTURER'S RECOMMENDATION. CONCRETE SLAB IN FUTURE OFFICE AREAS, WHERE SAND OVER VIQUEEN 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. 12. SEAL CONCRETE SLAB W/ "LIPIDOLITH" SEALER 13. 1 O' POUR STRIP AT TRUCK DOOR. 4FT. MAX. ELSEWHERE. 14. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES FILLED WITH APPROVED 2 PART EPOXY COMPOUND TO MATCH CONCRETE COLOR. PEGA BOND LV 2000,BURKE EPOXY INJECTION RESIN OR EQUAL. 15. PROVIDE FIRE EXTINGUISHERS PER FIRE DEPARTMENT REQUIREMENT. 16. MM-80 AT SPEED BAY ONLY NOTE: ALL FIRE RISER AND UNPROTECTED ROOF DRAIN TO RECEIVE TO PROTECTIVE BOLLARDS. hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: OVERALL FLOOR PLAN Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: 20548 KT 01/03/2024 07103/23 01/03124 l-DAB-A2.l 1 61' ' I ' I ' A h----- ' I I ~ ' I - ' \o I ;,----,.,,_I ~ '° 33' 12' 2 W/ CRICKET TYP. ~ 28' 56' 28' 4' 0 N 3 4 56' 32' 20' 12' TYP. 1 32' 56' 12' 5 20' 6 534' 56' TYP. ©-_,,),---+)---i)>---+>---i>>---+> 36' 4' 32' 7 56' 56' TYP. 1 20' 12' 32' 12' 8 9 56' 81' A - W/ CRICKET TYP. ~ I/ -- 20' 32' 4' 28' 28' 12' 29' , B f--f-->1.------ z -------ll-----------------------,,;- l_ H J > : ----------------------------------------------------fe--------------------------------------------------f--- -- - ---7--------------------'<---tB 0 '° ' ' ~ 7 8 TYP TYP z ~ " I;: oc w CL 'v '---- w CL 0 ~ m 0 N 0 n " TYP 3_/ 0 0 , r:' W/ CRICKET TYP. --> -· --, 2 l. 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CL 0 3 0 ~ ~ m m RIDGE LINE RIDGE LINE C f---+-+----------11------------------------------------------+--------------------------------------------_,---------------------------------11-------, \o I v N N 0 0 TYP. 1 )--~I z " oc D 0 C- Z :, I;: oc w CL w CL s m ,, 0 n ~- 0 N W/ CRICKET lYP. ~ ~ ~ 0 ) ~ ~ ) ) ) ) ) z " oc D 0 e-- z :, I;: W/ CRICKET lYP, oc w CL 'sa- '-., -~ w CL 0 ~ m ., I;: w CL s m ' TYP, <----{ 1 @ D )-+-+---------fl-----------------------------'I.---------------jj=============;«============a!$!>===========r==============rr----------------------------------+l-------- 0 0 0 N 0 v 1 TYP 4B lYP 1 TYP 0 '° __ _,,____,_ -C __ _,,____,_ -D 0 0 E f----",----+-----------t=======================~=========== ============,;r==============t------",--~--E 61' 1 2 56' 1 TYP. 3 56' 56' 56' 534' 4 5 56' 56' 56' 6 7 8 9 1 lYP, 81' :10; SCALE: 1" -20'-0" -----------------------------------------------------------------------~O_V_E_R_A_L_L_R_s?~a,?~, F~1P.-~~-t~~ ® ROOF PLAN GENERAL NOTES A. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, GRIDLINE, OR FACE OF STUD (U N.O.) B. VERIFY THAT ALL ROOF AREAS HAVE POSITIVE DRAINAGE(1/4" FT.) PRIOR TO ROOF INSULATION INSTALLATION_ C, REFER TO "s" DRAWINGS FOR ROOF HEIGHT ELEVATIONS IN REGARDS TO ROOF DRAINAGE. D. CONTRACTOR TO VERIFY AND COORDINATE WITH ALL SUBCONTRACTORS, ALL LOCATIONS AND SIZES OF ROOF OPENINGS, E. FOR TYP. ROOF PENETRATIONS, SEE DETAIL 6, 9, 10/A0.3 CONTRACTOR TO VERIFY ALL LOCATIONS WITH MECHANICAL AND PLUMBING DRAWINGS F. CONTRACTOR TO VERIFY ALL ROOF DRAIN DEPRESSIONS W/ "s" DRAWINGS, G. CONTRACTOR TO COORDINATE EXACT SKYLIGHT LOCATION W/ FIRE SPRINKLER AND ROOF FRAMING SUBCONTRACTORS. LOCATIONS ON DRAWINGS ARE APPROXIMATE. H. ALL SKYLIGHTS TO BE DESIGNED FOR 110 M.P.H., EXPOSURE "c'' W/ STRONGER FRAMES, SUPPORTS AND DOMES. MANUFACTURER TO CONFIRM IN WRITING_ I. ROOF DRAINS AND OVERFLOW DRAINS TO BE A MIN. 8" DIA., SEE "p" DRAWINGS FOR EXACT SIZE. J_ NOT USED K. PROVIDE SHAPED CRICKETS AS REQUIRED FOR PROPER ROOF DRAINAGE OF 1/4" PER FOOT (MIN.), L. BUILT UP ROOFING TO BE DESIGNED FOR I 90 AND TO BE A U,L, CLASS A ROOF. FLASHING: 6AF TYPE 5MB MOPPED AP SHEET, U,L, TYPE 63 BUR_ M. ALL ROOFING FASTENERS SHALL MEET ALL CODE AND REGULATION REQUIREMENTS. PROPER REQUIREMENTS ARE IN PROJECTS JURISDICTION AND ALSO, FACTORY MUTUAL (FM) WIND UPLIFT PRESSURE REQUIREMENTS, N, ALL SKYLIGHTS TO BE PLACED A MIN, OF 18'-0" FROM INSIDE FACE OF PARAPET 0, ALL SKY LIGHTS AND EQUIPMENT SHOULD HAVE A CRICKET. P. NOT USED Q, WHITE SCRIM FOIL INSULATION UNDER ENTIRE ROOF DECK (ADD ALTERNATE) R. NOT USED S. ROOF DRAINS, OVERFLOW DRAINS AND RAINWATER PIPING WITHIN THE INTERIOR OF THE BUILDING SHALL BE TESTED IN ACCORDANCE WITH THE PROVISIONS OF THE PLUMBING CODE FOR TESTING DRAIN, WASTE AND VENT SYSTEMS T. ROOF DRAINS, OVERFLOW PIPING WITHIN THE BUILDING SHALL UTILIZE APPROVED DRAINAGE FITTINGS, U, NOT USED ROOF PLAN KEYNOTES 0 CONCRETE PARAPET. 0 NOT USED. I,\ PROVIDE 4-PLY BUILT-UP ROOFING OVER ROOF SHEATHING OVER ROOF FRAMING. \:::/ MALARKEY (1) BASE SHEET OF #515, #2 PLIES OF #506 (PLY VI, 6) AND (1) CAP SHEET #502. PROVIDE FM 1-90 FASTENING PATTERN FOR BASE SHEET. (5) ROWS OF FASTENERS. AND ALL MASTIC SHALL BE COATED WHITE. 3 COURSE BASE FLASHING ON THE PARAPETS WHERE REGLET/COUNTER FLASHING IS USED. SBS MODIFIED SHEETS ON THE PANEL JOINTS. 10 YEARS NO DOLLAR LIMIT WARRANTY AND 1 0 YEARS LABOR GUARANTEE @ EXTERIOR ROOF DRAIN WITH OVERFLOW SCUPPERS. @ INTERIOR ROOF DRAIN WITH OVERFLOW SCUPPERS. @ INTERIOR ROOF DRAIN WITH OVERFLOW DRAIN, @ SKYLIGHT WITH CRICKET © STRUCTURAL JOIST 0 MECHANICAL RTU LOCATION PROPOSED (s) MECHANICAL EXHAUST FAN PROPOSED LOCATION ROOF LEGEND l1><11 4 'X 8' CURB MOUNTED SKYLIGHT "I 1==== BUILDING PARAPET LINE 0 20' 40' SKYLIGHT CALCULATIONS PROJECT: CLEAR HEIGHT IN WAREHOUSE AREA -36' CLEAR AT 6" FROM COLUMN LINE D BURGLAR BARS: PROVIDED SKYLIGHT REQUIRED SKYLIGHT PROVIDED BUILDING FOOTPRINT YES 2 % 2,144 S.F. 2 % 2,144 S.F. 107,199 S.F. (67 EA,l (67 EA 60' TRUE NORTH hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: OVERALL ROOF PLAN Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: 20548 KT 01/03/2024 07103/23 01/03124 l-DAB-A1.lij I I I I 1, I i;- 1 I I I I lYP. '° I 61' lYP. 6 ' +f-f-H--Hf-fft -+H++-+H-H---fH-H-, -f-H-H--H-H+ -H-H+ +ff-H +fff- cEEEIEHEEEE ,EIEEEltElt•ccEEEIE ,EIEEEI,EIEU,EIEUtEE,UEEE lYP. 3 60' 8 lYP. lYP. :10 . 81' iD lYP. '° I lYP. 3 8 lYP. 56' 60' TYP. 31 cccct=c=Httt=c=,,,, ====M-M-==cM-cc===c,, cc===cM-cc LLili--Ll.Lilic L-cilil ':::i~-llllL ----fil l-l:-li:ili. 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TYP. 4 """"'· no--< """"'· co•-• lYP. lYP. 54'-6" '7 5 lYP. 56" lYP. ,-4, ' lYP. . ,e IYP. lYP. . , 5 I '° I 56' lYP. NP. lYP. 11 7 ic 224'-6' 50' lYP. lYP. 11 7 : 2: -c-ccct"--L -LLcft-c -Hf-M--cccct- :ll:ill:= :LI:ll:= ::lhlb ::lll:lb :H:l-t+-:ft-ft::: -!Ht ::ti-Ht TYP. 21 (~f i~~((i~ ;;;f Cft-C -Hf-M--CCHf-- ' bll::b:~bU~liJ:c :iliJd:d:: , H+-H±:1:ft-tl-H-t: :H:±:1:1:±: 8 TYP. TYP. lYP. 56' 60' lYP. lYP. -M-M----i cc---CM-CC---CM-CC-c- :: :ccfil lL ===l!l:lb:l:~ ):lbill ff ::ff!:ff==:ttttt:t= :f:ffl ___ : 1 bb ==bll:bb ==bll:bb:bi: lYP. :::,' (( ::(~(( ::(~((=(=~ ""' ""'' "'"--:f'_" •• 11 IH IIIWlllll •••• ii iiii iliiiiiii1 ff---+ftff--+ftfH-H+-Hf-Hf- EE ccEEEEE ccEEEEEHtlctcttElt !! cc!~!! cc!~!!H!,f!!!!, ---,' cc---CM-CC --CM-CC-C-Hf--C-CCHf- !,'~.L ~~t~tt ~~t~tttittti --CM-CC --CM-CC-C-Hf--C-CCHf- ::bll:bb ::lll:bb:b:~:b:bb~ ::tfttt ::tft+H-1:t±:Htcl-t ,g lYP. 11 7 I \o ! ! ! T I y <-.sx,,, >>"X:)0 l<<X·. ✓/ 4 lYP. 56" lYP. . . I t :t ttt: -:ti:t:t:t::: -tJ:ttt---ti: ---tJ: tti::t::ttti::t:ttt - - ,u,1:tt:C=lli:1:1:="m== itttttii= fl: iiif!:ffi ffU==~ffl:=f=mfl:=f=, TYP. 3 56" lYP. --------------------------------- 8 lYP. ....... r""7nl<"c-crcrr,;,-r-'"'"'7""'"'7' ;_;_;_;_;_;;_;_;_;_;_;;_ $ ? :; i/ ~~ i,i=}) ;/ D 2 . . I TYP. lYP. 3 lYP. 3 81' 60' TYP. TYP. 11 7 ' 8 TYP. 1 I '° I --, " -. _-_-_-.,--,. lYP. '° I _J 1 ) '° I N S' ' ' WEST ELEVATION (CONT.) 61' lYP. TYP. lYP. scale:1/16" = 1'-0" . lYP. 1 ;... I ro " --------------------------------------------------------------------------------------------------=E=A~S~T~~c=~l=~~x~~~!~I~~.-~~ .. ® ;... I ro ... 0 Cn 0 ' ' F.F. • 11 / 2' 2' 22' lYP. lYP. TYF. lYP. ' > /'., ";7--:;'"";½ ,, , •I • • ,:, , 7"7'"":-':"77V-:'77 7 ', 'T""~ 7"""':"~-:;'""7- , ~ · ............ ,. -~ v-;-v--;-v-;-7, ,· ,, " / ' \ . ,-c:;77--c-;- 77~ 7777-7-v777777' 10 43' / 19' 9' 4' 2"3•-2' ''.3•-2' ''.3"-2 "3•-2"" 3' 4' 6' lYP. TYP. ,-, 2! 'rn I 56" 26" 15' TYP. 11' 31 TYP. 3 77';" ------- -7--_________________ _ ,~-'-'-------------------------------------------------------- 'l ~ V 7 "7 V -_-_-_-_-_-_-__ -_-_-_-_-_-_-_-_-_-__ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_-_--_-_-_-_- -------------------------------------------------------c;-';VV------- I / ', -_-_-_-_-_-_--_-_-_-_-_-_-_-_-_-_- ' ', ,· -7 V - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' -• --:; 7' --[==[==[[==[[=[[==[[==[[==[[=[[[=[[[[[[[[[[[[~ [[[[[[[[[[[=[[[=[[==[[==[[= [[=[[==[[==[[=[[= -;-,-, 7 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7 V -_[==[==[[==[[=[[==[[==[[==[[=[[[=[[[[[[[[[[[[[[[[[[[[[[[[=[[[=[[==[[==[[= [[=[[==[[==[[=[[= =7 7 7 _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ 7 7 7 V _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ , _c:-c:_--:; _ V _ 7 _, ~-+-+~-+~+~-+~-+~-+~-~~~-~~~~~~~~~~~~~ ~~~~~~~~~~~+~~+~-+~-+~-~~+~-+~-+~+~- ' " ' _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLL LLLLLLLLLLL_LLL_LL __ LL __ LL_ LL _LL __ LL __ LL_LL_ L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ _ L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL __ LL_LL __ LL __ LL_LL_ _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ '', > , L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ _L __ L __ LL __ LL_LL __ LL __ LL __ LL_LLL_LLLLLLLLLLLLLLLLLLLLLLLL_LLL_LL __ LL __ LL_ LL_LL __ LL __ LL_LL_ -: -: -: ---:; C: ~ ~--~--~~--~~-~~--~~--~~--~~-~~~-~~~~~~~~~~~~~~~~~~~~~~~~-~~~-~~--~~--~~--~~-~~--~~--~~-~~-L - 1-r:T ---,---(_C:-:L-C--:tt - 1-i-:--, :-tL-:-t.L---C-r-:t LTT lct7.r:T LTt.rtLtT l:t-:-LrtL,---,-r L--;-_tT ---:-:t_r:--TT r--LT":" 7:1.._- L---r-_CT 6' TYP. TYP. __ LL_LL _LL_LL __ LL_LLL _LL_LLL ~-J :~ <--'. -, <~ <- _ J _ '~ -_c.,_, __ I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I I I I I I I I I I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I I I I I I I I I I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LI I I I I I I I I I I I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I II I I I I I I I I I I I I I I I I __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I I I I I I I I I I I I I I I I I I I __ LL_LLL_LL_LL -+~-~~~-~~-~h " __ LL_LLL_LL_LL __ LL_LLL_LL_LL I I I I I I I I I I __ LL_LLL_LL_LL' __ LL_LLL_LL_LL __LL_LLL_LL_LL I I I I I II I I I __LL_LLL_LL_LL __LL_LLL_LL_LL __L LL_LL [[=[[ LL_LL I I I I I LL_LL LL_LL LL_LL LL_LL LL_LL LL_LL I II II I __ L LL_LL 8 TYP. r-:-co.. ENLARGED EAST ELEVATION F scale: 1/8" = 1 '-0" KEYNOTES -ELEVATIONS 0 0 0 0 @ CONCRITE TILT-UP PANEL(PAINTED). FINISH GRADE VARIES. SEE "C'' DRAWINGS. WATERPROOF ALL WALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MIN. OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TO STORM DRAIN. NOT REQUIRED AT DOCK HIGH CONDITION OR AT RAMP WALLS. PANEL JOINT. PANEL REVEAL. REVEAL COLOR ALL REVEALS TO HAVE A MAX. OF 3/Bn CHAMFER. TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. OVERHEAD DOOR @ DRIVE THRU. SEE DOOR SCHEDULE. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. OVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED J" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. METAL LOUVER, PAINT TO MATCH BUILDING COLOR. 3'X7' HOLLOW METAL EXTERIOR MAN DOOR. PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTER ABOVE DOOR. EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER DOCK BUMPER ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. PAINTED I-BEAM CANOPY GENERAL NOTES-ELEVATIONS A. ALL PAINT COLOR CHANGES TO OCCUR AT INSIDE CORNERS UNLESS NOTED OTHERWISE. B. ALL PAINT FINISHES ARE TO BE FLAT UNLESS NOTED OTHERWISE. C. T.O.P . EL.= TOP OF PARAPET ELEVATION. D. F.F. = FINISH FLOOR ELEVATION. E. STOREFRONT CONSTRUCTION: GLASS, METAL ATTACHMENTS AND LINTELS SHALL BE DESIGNED TO RESIST 90 MPH. EXPOSURE "c" WINDS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. F. CONTRACTOR SHALL FULLY PAINT ONE CONCRETE PANEL W/ SELECTED COLORS. ARCHITECT AND OWNER SHALL APPROVE PRIOR TO PAINTING REMAINDER OF BUILDING. G. BACK SIDE OF PARAPETS TO HAVE SMOOTH FINISH AND BE PAINTED WITH EL.ASTOMERIC PAINT. GLAZING LEGEND ALL GLAZING TO BE TEMPERED GLASS. 1:1& / I INSULATED VISION GLASS IV SINGLE LITE VISION GLASS INSULATED VISION GLASS SPANDREL GLASS WITH CONCRETE BEHIND H. FOR SPANDREL GLAZING, ALLOW SPACE BEHIND SPANDREL TO BREATH. 1 / 4" VISTACOOL PACIFICA + 1 / 4" SOLARBAN 60 CLEAR J. USE ADHESIVE BACK WOOD STRIPS FOR ALL REVEAL FORMS. 1" INSULATED GLASS UNIT WITH 1/2" AIRSPACE AND 1/4" LITES U: 0.27 SHGC: 0.21 VLT: 26% K. THE FIRST COAT OF PAINT TO BE ROLLED-ON AND THE SECOND COAT TO BE SPRAYED-ON MINIMUM VT TO BE 0.42 PER 2016 CEC TABLE 140.3-B SC SPANDREL WITH CONCRETE BEHIND 1/4" VISTACOOL PACIFICA WITH WARM GRAY OPACICOAT PAINTED ON REFLECTIVE. INSTALLED ON CONCRETE. V VISION GLASS 1 / 4" VISfACOOL PACIFICA MULLIONS : ANODIZED CLEAR. COLOR SCHEDULE-ELEVATIONS CONCRETE TILT-UP PANEL 2 CONCRETE TILT-UP PANEL CONCRETE TILT-UP PANEL ,,-, , 4 .1 CONCRETE TILT -UP PANEL ', 51 CONCRETE TILT-UP PANEL ~ , ~ CONCRETE TILT-UP PANEL 7 GLAZING/MULLIONS 8 i METAL CANOPY 9 .! ALUMINUM PANEL PAINT BRANO_ SHERWIN WILLIAMS SW 7006 (257-CI) EXTRA WHITE __ PAINT BRAND_ SHERWIN WILLIAMS SW 7064 (236-CI) PASSIVE ____ _ PAINT BRAND_ SHERWIN WILLIAMS SW 7066 (236-C3) GRAY MATTERS PAINT BRAND_ SHERWIN WILLIAMS SW 7067 (236-C5) CITYSCAPE __ _ PAINT BRAND_ SHERWIN WILLIAMS SW 7068 (236-C6) GRIZZLE GRAY_ PAINT BRANO_ CONCO GREEN---------------------------- CLEAR GLAZING WITH COLOR ~---_G~EA_R_~~()Dl~~D_!~l!_Mll,lJl,l__l,I_LJ_LLIO_N,S ___________ _ PPG PITT-TECH PLUS EP DTM FULL GLOSS -PAINTED PAINT BRAND_ SHERWIN WILLIAMS SW 7006 (257-CI) EXTRA WHITE __ hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST . 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: Structural: Mechanical: Plumbing: Electrical: Landscape: Fire Protection: Soils Engineer: Title: Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: ALLARD ENGR HUNTER ELEVATIONS 20548 KT 01/03/2024 07103/23 01/03124 1-DAB-Aj.l w z :::J ~ w D. 0 er 0. 29'-4" V 40' DRIVEWAY lYP . • 15 '/ y -, ·oL...J o / / 0 " ' ' SEE 1-DAB-A1.1 33@9'~297' lYP. EXISTING YARD TO BE EXPANDED EXISTING ! BUILDING 2 I 28,800 SF I I ' ' -~~ ' --D--A -ff--s- ' ... ' V ' /' ' >, '< "' ' \," _A • \, .• '· ' , , ' _/ ' . ,_ ,• , ✓ -, . , / I /'. -/ / I --1\ // . • . ·sc . _/ /1 • ·. I;< ( •Al ,_ v X I , ·-r » .., / . .) '\'·)/::/-.,' ... . .... /1 -->r.. -·-, ........ ~><-/BQ:: ', ,, ' " ~0 ' ·,', ' ' ~ ,·, ' "' lYP. 14A 40' DRIVEWAY J-----R c . -y- SCALE, 1/16" _________________________________________________ __.O"'-V.._,E....,R._.,A._._...LL..._..~._., 0 ~!---1~ .... 16_..P_.~L._.,~""-~"-J. ® D m m II m " \o I 0 ;., "' ~ II '" " ~ 1 '-0" 16' EEE~=E~f;,, , ' " =====JI ' \ ==='===1 f"' ' ' "' 14A ==lY=P·====II·~ •• •, lYP. ...-~"'1' r ' ' ' ' ~-----~!cs~ ,LJ ' 0 w z :::J ~ w 0. 0 er 0. \ \ lYP. " 'JI.--'< i===.~==~f -~ _ -1_6 ' ' 32' 48' TRUE NORTH SITE PLAN KEYNOTES 0 PAVING PER CIVIL. SEE "C" DRAWINGS. 0 NOT USED. 0 CONCRETE WALKWAY. MEDIUM BROOM FINISH. 0 DRIVEWAY APRONS TO BE CONSTRUCTED PER "c" AND "L" DRAWINGS. ® LANDSCAPE. NOTED BY SHADING. SEE "L" DWGS. (N) 8' H BIPARTING METAL GATES W/ KNOX-PAD LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. (N) 8' H METAL TELESCOPING GATE W/ KNOX-PAD LOCK PER FIRE DEPARTMENT STANDARDS PER DRIVEWAY. (E) TUBE STEEL GATES TO REMAIN. 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. ® EXTERIOR CONC. STAIR. ® 2'x2' CONCRETE PAD FOR EV CHARGER. @ BIKE RACK. @ ACCESSIBLE ENTRY SIGN @ TRASH ENCLOSURE PER CllY STANDARD. SEE H/DAB-A4.1. @ PROPOSED TRANSFORMER LOCATION. @ (N) 12'H CONCRETE TILT-UP SCREEN WALL. @ (E) CONCRETE TILT-UP SCREEN WALL TO REMAIN. @ (N) B'H TUBE STEEL FENCE. SEE C/DAB-A4.1. @ (E) TUBE STEEL FENCE TO REMAIN. @ (E) CHAIN LINK FENCE TO REMAIN. @ 42" H CONCRETE FILLED GUARD POST. 6" DIA. U.N.O. @ CONCRETE RAMP W/ 42" H CONCRETE WALL. @ ACCESSIBLE PARKING STALL SIGN. @ PRE-CAST CONCRETE WHEEL STOP. @ TRUNCATED DOME. SITE PLAN GENERAL NOTES 1. THE SITE PLAN BASED ON THE SOILS REPORT PREPARED BY 2. IF SOILS ARE EXPANSIVE IN NATURE, USE STEEL REINFORCING FOR ALL SITE CONCRETE 3. ALL DIMENSIONS ARE TO THE FACE OF CONCRETE WALL, FACE OF CONCRETE CURB OR GRID LINE U.N.O. 4. SEE n C PLANS FOR ALL CONCRETE CURBS, GUTTERS AND SWALES 5. PROVIDE STRUCTURAL CALCULATION AND CONSTRUCTION ANCHORAGE DETAIL FOR TRANSFORMER PRIOR TO INSTALLATION. 6. SEE "c' DRAWINGS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES. CONTRACTOR SHALL VERIFY ACTUAL UTILITY LOCATIONS. 7. PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. SEE "C" DRAWINGS. B. CONTRACTOR TO REFER TO "C" DRAWINGS FOR ALL HORIZONTAL CONTROL DIMENSIONS. SITE PLANS ARE FOR GUIDANCE AND STARTING LAYOUT POINTS. 9. SEE ~C"DRAWINGS FOR FINISH GRADE ELEVATIONS. 1 0. CONCRETE SIDEWALKS TO BE A MINIMUM OF 4" THICK W/ TOOLED JOINTS AT 6' O.C. EXPANSION/CONSTRUCTION JOINTS SHALL BE A MAXIMUM 12' EA. WAY W/ 1 :20 MAX. SLOPE. EXPANSION JOINTS TO HAVE COMPRESSIVE EXPANSION FILLER MATERIAL OF 1/4". FINISH TO BE A MEDIUM BROOM FINISH 11. U.N.O. PROVIDE KNOX BOXES AT ALL OFFICE ENTRANCES. 12. PAINT CURBS AND PROVIDE SIGNS TO INFORM OF FIRE LANES AS REQUIRED BY FIRE DEPARTMENT. 13. ON-SITE FIRE MAIN, FIRE SPRINKLER, AND SPRINKLER MONITORING SYSTEM SHALL BE SUBMITTED SEPARATELY TO THE FIRE DEPARTMENT FOR REVIEW AND PERMITTING. 14. ALL VERTICAL MOUNTING POLES OF FENCING SHALL BE CAPPED. 15. LANDSCAPED AREAS SHALL BE DELINEATED WITH A MINIMUM SIX INCHES (6") HIGH CURB 16. ALL INTERIOR AND EXTERIOR WALK SURFACES TO BE NON-SLIP lYPE 17. ALL DIMENSIONS ON THE EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. VERIFY IN FIELD ALL EXISTING CONDITIONS. SITE PLAN GENERAL NOTES CJ PCC/ACC PAVING. SEE "c' DRWGS. FOR THICKNESS STANDARD PARKING STALL (9' X 19') I !' EVCS w / EVSE PROVIDED. EV CAPABLE. EVSE CONDUIT STUB FOR FUTURE EV ONLY. ACCESSIBLE PARKING STALL (9' X 19') + 5' W/ [0 ,ti: ACCESSIBLE AISLE ACCESSIBLE PARKING (VAN) STALL (12' X 19') + 5' W/ ACCESSIBLE AISLE ♦ ...... ♦ PATH OF TRAVEL. MINIMUM WIDTH TO BE 4'. SLOPE NOT TO EXCEED 5% IN THE DIRECTION OF TRAVEL AND CROSS SLOPE NOT TO EXCEED 2%, SEE CIVIL FOR GRADING PLAN -••-PROPERTY LINE 26' OR 30' WIDE FIRE LANE FIRE DEPT STANDARD hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: OVERALL SITE PLAN Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: 2-DAB-Al.l 21' 21' 21' TYP. 0 KEVNOTES-SCREENWALL 0 0 0 8'H METAL GATES WITH 2"X4" PERIMETER FRAME AND HORIZONTAL SUPPORT. PROVIDE 1~ SQUARE VERTICAL MEMBER AT 4" O.C TYPICAL PRIME AND PAINT GATE BLACK. 12' H CONCRETE TIL-UP SCREEN WALL PAINTED BOTH SIDES, TYPICAL SEE "~' DWG FOR THICKNESS. PANEL JOINT. SEE ~S" DRAWINGS. GENERAL NOTES -SCREENWALL A. CONTRACTOR TO VERIFY ALL GRADES W/ CURRENT "C'' PLAN & VERIFY SITE CONDITIONS. VERIFY ALL TYP. TOP OF WALL HEIGHT(T.O.W.) & FINISH SURFACE GRADE. El. PROVIDE Z' DIA. P.V.C. WEEP HOLES @ 8' O.C. IN SCREEN WALLS @ GRADE LEVEL ON TRUCK SIDE. C. CONTRACTOR TO PROVIDE WATER-PROOFING MEMBER TO SCREEN WALL AT ALL RETAINING/ BERMING CONDITIONS. PROVIDE WATERPROOFING @ HIGHSIDE OF WALL ONLY. CONTRACTOR TO SUBMIT WATERPROOFING SPECIFICATION TO ARCHITECT PRIOR TD INSTALETION. D. NOT USED. E. GATE MANUFACTURER TO PROVIDE DETAILING OF GATES TO WITHSTAND 130 MPH. WINDS, EXPOSURE "c'' AND VERIFY ALL DIMENSIONS, DETAILS AND SITE CONDITION W/ CONTRACTOR. F. ALL GATES TO BE WALL BRACED. SUB-CONTRCTOR TO SUBMIT SHOP DRAWING TO ARCHITECT TO PRIOR TO INSTALLATION. G. CONTRACTOR TO VERIFY ALL CIVIL AND STRUCTURAL DRAWINGS FOR SCREEN-WALL HEIGHT. COLOR SCHEDULE SHERWIN WILLIAMS SW 7067 CITY SCAPE SHERWIN WILLIAMS SW 7064 PASSIVE rn I L ' SHERWIN WILLIAMS SW 7066 GRAY MATTERS 168'-1" 21' 21' 21' 17'-8" 26' TYP. TYP. 0 N ' ' ' ' ' ' ' ' ' "' ' """ """""""" -H--++++-+++-H-, +-H-H-:+-H-H-H+H-H-H-th -c+-++++-++++c , ++ccH+-ccccccccccccccH tt:t:ttt-:t:tttC ' :tttttttttttCtttttttttt1 35' 17'-6" 17'-6" TYP. 6' 37'-11" TYP. TYP. 21' 21'-1'' TYP. 0 SCREEN WALL ELEVATION scale: 1/8" = 1'-0" 35' 17'-6" 17'-6" TYP. 0 ; ' ' ' ' ' ' "' ' """' """"""""""' """' """ ' "" ' ' " ' ' ' " ' ' ' " ' ' , +++-++++c+++ch :++cccccccccccccccccccc :+ccccc+:+:+c++:+H++c++++H+++c++ I li-+++-++++c+++Ch :++cccccccccccccccccccc :+ccccc+:+:-H++:+H++c+c++H+++c++ lt :ttt-:t:tttt:t:tttt~ltttCttttttttttttCtttt ttltttttt+tttttttttttttt=ttt=ttttttttt 26' TYP. 6'-4'' SCREEN WALL ELEVATION 17'-8" TYP. 2 scale: 1/8" = 1'-0" SCREEN WALL ELEVATION scale: 1 8 = 1'-0 I " " 26' 6' TYP. SCREEN WALL ELEVATION scale: 1 8 = 1'-0 I " " 25' 12'-6" 12'-6" TYP. SCREEN WALL ELEVATION scale: 1/8" ~ 1•-0" A B C D E hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: Screen Wall Elevations Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: 2-DAB-Al.2 A lYP. 8 56' lYP. 4 B lYP. 4 64' lYP. 4 C 240' lYP. 4 64' lYP. 4 D lYP. 4 56' lYP. 8 E 1 f--~~-----,;:===========:::f--=====t:::==============±===;;::::=::::;::;========±==== ' ' ' ' ' ' ' ' ' ' ' r ~:;;=J-r;=:::::::;z:::=::;:±:::::;z:::=::::;=:::;z:::=:::;z:::=:::;z:::===:::;z:::=,c;=::::::::;2I:::;z:::=:::;z:::===::::~:::;z:::=::±::;::==::::=~~~~~;::;:::::::::::~ -- -- -~~ 1 0 -a- lYP. 2 }---+--- - ------rj}- 0 0 N s-lYP. (E) MEN'S RESTROOM TO REMAIN (E) WOMEN'S RESTROOM TO REMAIN J----------0 ::JI TYP. L }-------@ TYP. b===:cr-~---------------------------------------- ~/f-------+---- - 0 -a- TYP. 3 }----~ lYP. ~ ===='j-------------------7 -----+- ' ----, ' !~ --------------_:-_-_-_1_ TYP. ' 4 f--___ .,.__ __ ---- ---------------------LE-~I ----------- A 3 TYP. 56' 8 TYP. TYP. lYP. lYP. B SUITE B WAREHOUSE (S-1) n " " " " " " " " Lb===~ '' '' I' '' '' '' I' ' ,---- '' LL _____ ------_J ' I ------------------------------~ ' t---0 lYP. f------0 lYP. ------------~+--------------------------r;::======~ ------------7T-------------------------~ , -I ----- TYP. " " " " " .LJ 64' (E) ELECTRICAL ROOM TO REMAIN 8 TYP. 5 TYP. 240' C / / / / / / / / / / / / / / / lYP. 64' / / / / / / / / / / / / / / / / / / / / / / rr===:;====;;======c====jjL-----{TYP. ,~----------'<-- lYP. 0 0 s-N A~e-+----------'<-- lYP. E------<3 lYP. ~ 0 -a- --------------------1 ---------------·~-'---,,.~----------------8----~~------3---------------- - --~---------~. 4 TYP. TYP. TYP. TYP. 56' D E SCALE· I /ff' = I' -0" -------------------------------------------------------------------------------O~V~E=R=A=L=L~FL=s?~al?=. ~~/8~.P~=L~~~~ ® TRUE NORTH KEYNOTES-FLOOR PLAN . ~ ,' 1 ' '--. / 2· 3 .~ / 4 > ·~ . 5 6 ~. ,:_' 7 > .,,_,, 8 ( g (E) BUILDING WALL TO REMAIN. (E) STRUCTURAL STEEL COLUMN TO REMAIN. (E) STOREFRONT SYSTEM TO REMAIN (E) OVERHEAD DOOR TO REMAIN. 5'-6"X5'-6"X4" THICK CONCRETE EXTERIOR LANDING PAD 1YPICAL AT ALL EXTERIOR MAN DOORS. FINISH TO BE MEDIUM BLOOM FINISH. SLOPE TO BE 1 / 4" : 12" MAX. (E) SOFFIT LINE ABOVE. (E) WALL TO BE DEMOLISHED (E) DOOR TO REMAIN. (N) DRINKING FOUNTAINS. DEMOLITION LEGEND EXISTING WALL TO BE DEMOLISHED. EXISTING WALL TO REMAIN. 0 8' 16' 24' GENERAL NOTES -FLOOR PLAN 1. SEPARATE PERMIT WILL BE REQUIRED FOR ANY RACKING/CONVEYER SYSTEMS . 2. ALL DIMENSIONS AND PLAN LAYOUT FORA LL EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND DO NOT REPRESENT ANY ACTUAL AS-BUILT CONDITIONS. 3. SEE "c" DRAWINGS FOR FINISH SURFACE ELEVATIONS. 4. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD. 5. CONTRACTOR TO PROTECT AND KEEP THE FLOOR SLAB CLEAN. ALL EQUIPMENT TO BE DIAPERED INCLUDING CARS AND TRUCKS. 6. ALL EXISTING EXIT MAN DOORS IN WAREHOUSE TO HAVE ILLUMINATED EXIT SIGN. 7. HIGHLY FLAMMABLE AND COMBUSTIBLE MATERIAL SHALL NOT BE USED OR STORED IN THIS BUILDING. 8. EACH EXISTING 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. 9. NON-ACCESSIBLE DOOR. PROVIDE WARNING SIGN LOCATED IN THE INTERIOR SIDE PER CBC 11 B-703.5 1 0. PROVIDE FIRE EXTINGUISHERS PER FIRE MARSHALL. 11. ALL DIMENSIONS ON THE EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL AS-BUILT CONDITIONS. VERIFY IN FIELD ALL EXISTING CONDITIONS. hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: OVERALL FLOOR PLAN Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: 20548 KT 01/03/2024 07103/23 01/03124 2-DAB-A2.l ( E ( D \ ( C \ ( B 'A·. I I I I I I ' ' ' ' ' \ / T T 2J~. T T ' ' ' ' 56' I 64' I 64' I 56' lYP. lYP. 1 1 ' ' ' ' ' I I I I I ' ' ' ' ' ' 0 n II I ' ' ' ' ' ' l □ ' ' ' ' ' ' R ' ·, ' J ' j l / 4 3 4 3 4 lYP. lYP. TIP. lYP. lYP. NOTE: FOR REFERENCE ONLY _____________________________________ E_X_IS_T_I_N_G_N_O~R_T_H_~-c~-,~~~~~-!~I?~-~~.. A 1 2 40' lYP. 1 A B 56' I 64' I 64' I I ' ' I I lYP. lYP. ' 5 1 ' ' 1 ' I ' I lYP. I I I ' i ' I II I """' ,,_, r. I/ " 4 4 4 lYP. lYP. lYP. 120' 40' I II 1rn11 0 lYP. D I I ' I ' I ' I i 3 4 40' lYP. 5 I I I l NOTE: FOR REFERENCE ONLY EXISTING WEST ELEVATION I " " scale:1 16 = 1 '-0 B E 56' lYP. 5 ' I ' I 0 lYP. NOTE: FOR REFERENCE ONLY ______________________________________ E_X_IS_T_I_N_G_S_O_U_T_H_E_sc~-,~-lY~lt~ .. !-l-?_~~---1 c 4 3 2 1 120' 40' 40' 40' / / / lYP. lYP. 5 1 NOTE: FOR REFERENCE ONLY EXISTING EAST ELEVATION ----------------~~D scale:1/16" = 1'-0" KEYNOTES-ELEVATIONS 0 (E) CONCRETE TILT-UP PANEL(PAINTED). FINISH GRADE VARIES. SEE "c" DRAWINGS. WATERPROOF ALL WALLS WHERE GRADE IS HIGHER AND EXPOSED TO THE WEATHER ONE SIDE. WATERPROOFING TO BE PROTECTED WITH PROTECTION BOARD AND A MIN. OF 6" OF GRAVEL. PROVIDE TRENCH DRAIN AT BOTTOM AND DAYLIGHT TO CURB OR TAKE TO STORM DRAIN. NOT REQUIRED AT DOCK HIGH CONDITION OR AT RAMP WALLS. @ (E) PANEL JOINT. ~ (E) PANEL REVEAL. ALL REVEALS TO HAVE A MAX. OF 3/8" CHAMFER. \::_/ REVEAL COLOR TO MATCH ADJACENT BUILDING FIELD COLOR. U.N.O. 0 (E) OVERHEAD DOOR @ DRIVE THRU SEE DOOR SCHEDULE. PROVIDE COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. r;;\ (E) OVERHEAD DOOR @ DOCK HIGH. SEE DOOR SCHEDULE. \.:!_/ COMPLETE WEATHER-STRIPPING PROTECTION ALL AROUND. PROVIDE r;;\ (E) CONCRETE STAIR, LANDING AND GUARDRAIL W/ METAL PIPE HANDRAIL. ~ PROVIDE NON SKID NOSING TO MEET ADA REQUIREMENTS. PROVIDE CONTRASTING COLORED 3" WIDE WARNING STRIPE INTEGRAL TO CONCRETE AT TOP LANDING AND BOTTOM TREAD PER ADA REQUIREMENTS. 0 (E) METAL LOUVER, PAINT TO MATCH BUILDING COLOR. Jc\ (E) 3'X7' HOLLOW METAL EXTERIOR MAN DOOR. \J PROVIDE COMPLETE WEATHER STRIPING ALL AROUND DOOR. PROVIDE FOR RAIN DIVERTER ABOVE DOOR. 0 (E) EXTERIOR DOWNSPOUT AND OVERFLOW SCUPPER @ (E) DOCK BUMPER @ (E) ALUMINUM STOREFRONT FRAMING WITH TEMPERED GLAZING AT ALL DOORS, SIDELITES ADJACENT TO DOORS AND GLAZING WITH BOTTOMS LESS THAN 18" ABOVE FINISH FLOOR ELEVATION. @ (E) PAINTED I-BEAM CANOPY hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: ALLARD ENGR Structural: Mechanical: Plumbing: Electrical: Landscape: HUNTER Fire Protection: Soils Engineer: Title: ELEVATIONS Project Number: 20548 Drawn by: KT Date: 01/03/2024 Revision: 1 ST SUBMITTAL 07103/23 2ND SUBMITTAL 01/03124 Sheet: 2-DAB-Aj.l 1'-2" EQ I I EQ EQ EQ 1 '-2" ' l===:a - -I f-u· la===,---.1a==aa---__ . ~ n ~ = I ~ (l OF CONC WALL lj_ ut cuLUMN 20 GA GALVANIZED METAL DECK W/ 1.5" DEEP FLUTES SHIP LAP MIN. 8'' --. w == == ~ _ Jchl-H,;-#10 S.S. SMS == == - -_ ~ W/NEOPREN::: WASHERS - -~ -w @ EVERY 4TH FLUTE I ; N --· - SLI E 1/4" PEJ 12" 4"X4" HSS I \o "-bij~~~~~~'~S;T~R~UC;T~~P~. ~~~~~~~~~!~CtL~O*F~C~O~N~C~W~A\LL'c_L _cc_ ~~ col · 1.,L OF COLUMN 8" ~ "± MITER CORNERS TYP TYP. LINE OF MITAL DECK NOTE: GRIND SMCOTH ALL WELDS PRIME AND PAINT ALL HSS TO MATCH FIELD PAINT ----~~~~-=-=--,1 TRASH ENCLOSURE PLAN CD scale: 1/4"=1'-0" tj- II :::a -< "' z "' u~ z~ 00 uu ~~ 00 "'""'" II SLOPE 1/4" PER 1t r C12 PER STRUCT COLUM~ EMBED N ~ CONC. PER STRUCT i•, __ CONC. TIL-WALL TRASH ENCLOSURE CANOPY DETAIL J TYP, 2 TYP. b 7 (J) 3/4" DIA. STEEL PIPE X 1" LOIG WELDED TO GATE, PAINTED TO MATCH GA-ES ' , , WELD OR BOLT 1 '-1" -- 1" 2" 1" \ -r - #1/2" LATCH DETAIL I I I I 11 I I - ' 3" I scale: 1/4"=1'-0" 1" 5/'5' CIA. X 8" LONG STL. "IN LATCH W/ 4'' LONG HANDLE PAINTED TO MATC, GATES 3/4" DIA. X 2" LONG STL. PIPE WELDED TO GATE, PAINTED TO MATCH GATES - - - ___,,,_ ' - 1/2" (2) 5/8" DIA. X 10" ~IN. LONC SL CANE 30LT W/ 2" LCNG ,ANDLE, PAINTED TO ~ATCH GATES 5/8 ,, ' 5/8" ---- \ ' " = CANE BOLT DETAIL TRASH ENCLOSURE GATE LATCHES scale: 3" = 1'-0" 3 1/2" ·:..C,' CONC. TILT-UP PAN:::L, SEE --~.'--cJ. STRUCT, DWGS. & A· .•,; ELEVATIO~S .,0-,:::,~ '> ,: __ , 4 1 /2" X 4 1 /2" X 1 /2" STE[_ ANGLE CONTINUOUS- SEE DEL 19/ NOTES, (31 STEEL HINGES @ EACH GATE WELDED EACH SIDE TO EMBEDED ANGLE :i' X 3" X 1 1 /2" STEEL ANGLE FRAME WtLDED TO HINGES 18 GA. X 1 1 /2" DEEP G.I. STEEL DECKING WELDED TO STEEL FRAME AND 1 1/1" X 1 1/2" X 1/4" STEEL ANGLE CROSS BRACE TYP, 1, PAINT ALL MITAL TO MATCH ENCLOSURE PER SPECIFICATIONS, UNLESS OTHERWISE NOTED ON ELEVATIONS L N co CONCRETE TILT-UP PANELS, SEE STRUCTURAL DRAWINGS. PAINT INSIDE, OUTSIDE AND TOP OF WALL TO MATCH BUILDING, PROVIDE 1/2" EXPANSION JOINT MATERIAL AT INT. WALL PERIMETER. @ 6" THICK CONC, SLAB W/ MEDIUM BROOM FINISH, PROVIDE CONTROL JOINTS AS REQUIRED. , 1D I ill ' ill ' L r-· L_ -L -LJ 1'-8" 3' 1'-4"1 4'-8" \c:_ 7 22'-1'' , LJ "-I r-0 ill X -< LJ :::-u z " 0 N u !;: w CL j ~ [PROVIDE 3/4" DIA., 2" " u, DEEP DRILLED HOLES . , , IN SLAB FOR CANE r BOLTS, ONE FOR EACH GATE, ,,.-,,,. u =-..c-..cc:c-. L- ---_____________ J ___ ,,--------•-~-,,------,--/ -M PROVIDE WEAKENED7 JOINTS, TYP. 0 - 6" THICK CONC.7 APRON .... EQ EQ 1'-4" 17'-5" 22'-1" @ _______________ __._T_....R...,.A=S...,.H_.E.._._N.._,.C.._..L .... O .... ~._,.c~._.,eR._...E,_,1!'--'1~'"-"~=,_~~.. C ~ REFLECTORIZED PORCELAIN I' ENAMELED STEEL SIGN WITH I" -•!.S-lo HIGH BLACK LETTERS ON A " /L\ / Jfll" •· \, ----;f 'i,---._ WHITE BACKGROUND, TYP. -_,,' __/I • '. " :k~ • ,./ --✓ !: ,-,-~ I ,:, r~ MITAL GATE WITH 1 1/2" X 1 1/2" X 1/4" ~ -STEEL ANGLE HORIZ. BRACE FOR SUPPORT, . :>•, PAINT TO MATCH BUILDING. j 16 GA X 1-1/2" DEEP G.I. STEEL DECKING WELDED TO ;. • <-STEEL FRAME AND / -) 1-1/2" X 1-1/2" XI" STEEL ANGLE CROSS BRACE ,___,, .,__,, fl\ (K\ G \ .1 ______________ __,T._._R=A_._.S,._._H---=E.._..N=C=LO=-S=-U=R ..... E=-----~._...~...._E_._V A....., 114 _._'!°~"""1~.....,~"---j, D N 1 co 0 TRASH ENCLOSURE ELEVATION scale: 1/4"=1'-0" E I N G co ~ r 0) -------~T_-_R=A=S=H~E.._.,N=C=LO=S=U.._.,R=E~~=c~=eE._.V_-_~---J,_._~~=-,_ N"'"---jo" F co 1 r-<]) CONC. TILT -UP PANELS, SEE 1<-----+-----++------STRUCT, DWG, 6"H CONC.--+-ec+~ CURB CONG, FTC, SEE STRUCT. DRAWING SEE PLANS FOR FINISH SURFACE NOTES: l<------TRASH ENCLOSURE GATE ~-----++-------1 /2" EXPANSION JOINT MATERIAL --++------6" THICK CONC. 5" SLAB W/ LIGHT BROOM FINISH, PROVIDE CONTROL JOINTS AS REQ'O. -----CONC. SWALE. SEE CIVIL DWGS. ~-6" THICK CONC. APRON W/ LIGHT BROOM FINISH, '•(~ 1. SEE SOILS REPORT FOR BELOW SLAB PREPARATIONS AND STEEL REINFORCEMENT RECOMMENDATIONS. TRASH ENCLOSURE SECTION scale: 1/4"=1'-0" H KEYNOTES-TRASH ENCLOSURE 0 EXTERIOR COLOR AND FINISH TO MATCH BUILDING 0 DOUBLE SWING METAL GATES. 0 CONCRETE FILLED GUARD POST 6" DIA U.N.O. 42" H. SEE 9/AD.1 FOR DETAILS. 0 NOT USED. 0 6" H CONCRETE CURB. 0 22GA. SOLID VIEW OBSTRUCTING METAL DECORATIVE PANELS. THE PANELS NEEDS TO BE SOLID AND CAN NOT HAVE GAPS OR OPENING THAT ALLOW ANYONE TO SEE INTO THE ENCLOSURE. 0 FINISH SURFACE. 0 STEEL CANE BOLT W/ SLEEVE, LOCATED ON OUTSIDE OF ONE GATE. (TYPICAL EA. SIDE) 0 HEAVY DUTY STEEL HINGE. (TYPICAL EA. GATE) e HEAVY DUTY SLIDE BOLT. (TYPICAL EA. GATE) "c ' \JC I S: ~.II II i\1II\l;,.I f-TSI'; n Ge '·' 111 Y ·-( D Y 1'; :j;,,\1L __ • 1",1L1L,_::>// ~:.;_r \l,if )-) fa. .'.J:'OIJ"-.''.. 2. ;., __ T\2~ C0\111'0\[W5 n BE -,Jf.E~ :=:0.4TEC:. J. CO\CFETE f.1Jili' ::UR3 S ~f'.JJlf,H 1.~·+\I --1¥J 1c; /{1.J\:]·H TO Tur=-,\F:::/\S Ol•JLY !'-11 011 I} f-ll -~J.I I / .Al)I ,::,..:~ ,!..1:1.JACI l·J I Ii::: 11 l·LI v'il I l\1T A\![ 1/0'v'1 Cl, ~O. L ~:,q\u Ar\u ~:VI\U t._L 1N:::_c,s sr,.,ic:.:.irn. t:,. •'.:,;:,, _ _j I! 'i.' I I\ CAIi _;:,,\I; I \Cl l)'.:SI 11/Hf-R~ -~l,J(J C\'f-R ,\I: l) 1iillH (;Alf 11,1 -lJ I ()~-I\ P'.'.'Jlll(:,l•J. 'iilLL BE L:::ss TH,\[\j 2.25 II\. Prn ;-srn -22oc 1:CJC :.-1103) ,'1-3f, S-EE_ :J,JST ii" i .1' '.:I)_:,: 'I 1;_11 1uru1~.k Sl--1 PCi '.: ,:i,1 ~-<' O.C. ~// (k' '1.' I 1; 1; A I ~VJl_,r-1 ). ELEVATION PLAN V!Ew' 4 PLY BUILT-UP ROOFING OVER PANELIZING WOOD DECK OVER STEEL ROOF STRUCTURE-------~ FUTURE ROOF TOP EQUIPMENT 7 -, R.T.U. I I GRID 7' __ ,-____ .,:T,;,;O:,_P .,,:D;:.F_C::;O;:.N:.,CR_IT_E_P_AR_A_P_ET _____ _,,__,,_ ' . ' V-CUT + V CUT i =r.o ' ◄----------"=~,----,-----.- 4' V-CUT + I V-CUT l ,'i----------'---'°'~~-+-------- V-CUT + V CUT i V-CUT + V CUT i 1 V-CUT + V CUT i /,I'\ 7"' "' 2" MULLION 2" MULLION 2' 2" MULLION . . , t;===;;;;.================I==·~ CONCRETE TILT-UP ------------>1 STORE FRONT ~ -CANOPY 2" MULLION - ·co I . ~ b -I N z 0 2" MULLION ~ ----------------+-~·~,~~~ I w 2" MULLION mo ~ c- -----------------+---'-' O" 2" MULLION 2" MULLION 2" MULLION 2" MULLION 2" MULLION b 'co I . ~ b "oo I N w ~ w O" CONCRETE TILT-UP-----+------,,• STORE FRONT FLOOR SLAB FINISH FLOOR Cn 2' - 0 ~ - . 0 --· ,"\. ,_-,- ' . ,· " \-~·· ==L-.,-. . - LJ / 8-CANOPY 2" MULLION , ' 2" MULLION 2" MULLION 2" MULLION 2" MULLION 2" MULLION 'co I "' b 'co I . ~ b "oo I N hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: Structural: Mechanical: Plumbing: Electrical: Landscape: Fire Protection: Soils Engineer: Title: Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: ALLARD ENGR HUNTER DETAILS 20548 KT 01/03/2024 07103/23 01/03124 DAB-A4.l ? 43"-10" SANTA ANA AVENUE. VARIES KEYMAP ,~ ' ,,,. ()'" •~l:,)¼i'\1}\11 l\ )11;,\ )\ 12"-3" 12"-7" 13' PUBLIC SIDEWALK LANDSCAPE, VARIES WALKWAY, VARIES SHRUB HEDGE SCREEN FOR EQUIPMENI+--_,,, PLAN VIEW SHRUB HEDGE SCREEN WITH ---~ EQUIPMENT BEYOND ELEVATION 12' +----t--+---IFUTURE ROOF TOP TOP HVAC UNIT PROPOSED BLDG. EXT. WALL PROPOSED FINISHED FLOOR GROUND MOUNTED EQUIPMENT SCREENING, TYP. ® --------------____,B scale: N.T.S. hpa, inc. 18831 bardeen avenue, -ste. #100 irvine, ca 92612 tel: 949•863•1770 email: hpa@hparchs.com Owner: NCO 514 Commercial Circle Concord, CA 94520 Project: DAHLIA ST. 13502 Dahlia St. Fontana, CA 92337 Consultants: Civil: Structural: Mechanical: Plumbing: Electrical: Landscape: Fire Protection: Soils Engineer: Title: Project Number: Drawn by: Date: Revision: 1 ST SUBMITTAL 2ND SUBMITTAL Sheet: ALLARD ENGR HUNTER SITE SECTION 20548 KT 01/03/2024 07103/23 01/03124 DAB-A4.2 SHERWIN-WILLIAMS SW7067 CITYSCAPE 236-CS SCREEN WALL ELEVATION -BUILDING 1 0 SCREEN WALL ELEVATION -BUILDING 2 _j I " t ,1 11 SCREEN WALL ELEVATION -BUILDING 2 SCREEN WALL ELEVATION -BUILDING 2 SHERWIN-WILLIAMS SW7064 PASSIVE 236-C1 SHERWIN-WILLIAMS SW7066 GRAY MATTERS 236-C3 t SCREEN WALL ELEVATION -BUILDING 2 l t • ,. ,t SCREEN WALL ELEVATION -BUILDING 2 Conceptual Elevations & Material Board -Screen wall SANTA ANA AVENUE City of Fontana, California #20548 01. 03. 2024 e I _J SHERWIN-WILLIAMS SW7006 EXTRA WHITE 257-C1 SHERWIN-WILLIAMS SW7064 PASSIVE 236 -C1 Enlarged View of North Elevation SH ERWIN-WILLIAMS SW7066 GRAY MATTERS 236-C3 SHERWIN-WILLIAMS SW7067 CITYSCAPE 236-C5 SHERWIN-WILLIAMS SW7068 GRIZZLE GRAY 236-C6 CONGO GREEN t • CLEAR GLAZING CLEAR ANODIZED MULLIONS 0 1 L PPG PITT-TECH PLUS EP DTM @METAL CANOPY W/COLOR P1 Conceptual Elevations & Material Board -36ft Clear DAHLIA ST. City of Fontana, California #20548 02. 02. 2024 METAL SIDING COLOR TO MATCH #5 PROFILE TBD METAL PANEL COLOR TO MATCH #5 FLAT PANEL