|
2' - 0"
<br />6"
<br />1' - 3"
<br />BELOW ADJ GRADE
<br />MIN. 3"
<br />8" , VIF
<br />3" CLR
<br />TYP, UNO
<br />2" CLR.
<br />1' - 0" , VIF
<br />#4@12" OC, VERT & HORIZ,
<br />(MIN 2).VERT REINF CTR ON
<br />WALL
<br />ROUGHEN TO
<br />1/4"AMPLITUDE
<br />#5@12" OC, T&B,
<br />EAWAY, TYP
<br />ALTERNATING HOOK
<br />4'-KSI FTG,TYP
<br />ADJACENT PLANTER PER
<br />PLAN
<br />CAST-IN-PLACE CONCRETE
<br />BASEAND WALL CORE;
<br />REINFORCEDPER GEOTECH
<br />RECOMMENDATIONS
<br />AMENDED PLANTING
<br />MEDIUM (UNCOMPACTED)
<br />COMPACTED BACKFILL
<br />PERGEOTECH RECOMMENDATIONS
<br />(1) ADDL #4 @ TOP OF WALL
<br />SEAT WALL PER LANDSCAPE
<br />1' - 3"
<br />6"
<br />1' - 0" , VIF
<br />1' - 0" , VIF
<br />FOOTING
<br />REINF PER A/-
<br />WALL VERT &
<br />HORIZ REINF
<br />PER A/-
<br />CAST-IN-PLACE CONCRETE
<br />BASEAND WALL CORE;
<br />REINFORCEDPER GEOTECH
<br />RECOMMENDATIONS
<br />BELOW ADJ GRADE
<br />MIN. 3"
<br />FINISH SURFACE OF
<br />ADJACENT PAVING PER CIVIL
<br />DRAWINGS
<br />3/4" CRUSHED
<br />AGGREGATE BASE
<br />GEOTEXTILE
<br />COMPACTED BACKFILL
<br />PERGEOTECH
<br />RECOMMENDATIONS
<br />NOTE:SEE 1/A8.10 FOR
<br />ADDL INFO NOT SHOWN
<br />ROUGHEN TO 1/4"
<br />AMPLITUDE
<br />TYP, UNO
<br />2" CLR.
<br />SEAT WALL PER
<br />LANDSCAPE
<br />2' - 7"
<br />CLR.
<br />3"
<br />TYP, UNO
<br />2" CLR.
<br />1' - 6" (*)
<br />2' - 0" (*)
<br />4'-KSI FTG, TYP
<br />1/2" DIA X 4 1/2"
<br />ANCHOR BOLT
<br />FINISHED GRADE
<br />2" DIA X 5" DEEP
<br />GROUT POCKETS
<br />BY OTHERS
<br />#5@12" OC,
<br />T&B,EA WAY, TYP
<br />SHIFT REINF AS REQ'D
<br />TOAVOID CONFLICTING
<br />WITHANCHOR GROUT
<br />POCKET.
<br />#3 REBARS AT 12" O.C.
<br />MAX EACH WAY
<br />A: SECTION VIEW
<br />1' - 5 1/8"
<br />1' - 6" (*)
<br />2' - 0" (*)
<br />FINISHED GRADE
<br />B: ELEVATION VIEW
<br />FLAT BOTTOM
<br />2' - 3 5/8"
<br />NOTE:SEE A: SECTION FOR
<br />ADDL INFO NOT SHOWN
<br />NOTE:
<br />(*) BENCH DESIGNER TO CONFIRM WHETHER
<br />CURRENT FOOTING SIZE IS SUFFICIENT FOR
<br />ANCHOR DESIGN
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />CLR.
<br />3"
<br />TYP, UNO
<br />2" CLR.
<br />1' - 6" (*)
<br />2' - 0" (*)
<br />4'-KSI FTG, TYP
<br />1/2" DIA X 4 1/2"
<br />ANCHOR BOLT
<br />FINISHED GRADE
<br />2" DIA X 5" DEEP
<br />GROUT POCKETS
<br />BY OTHERS
<br />#5@12" OC,
<br />T&B,EA WAY, TYP
<br />SHIFT REINF AS REQ'D
<br />TOAVOID CONFLICTING
<br />WITHANCHOR GROUT
<br />POCKET.
<br />#3 REBARS AT 12" O.C.
<br />MAX EACH WAY
<br />B: SECTION VIEW
<br />1' - 5 1/2"
<br />1' - 6" (*)
<br />2' - 0" (*)
<br />FINISHED GRADE
<br />A: ELEVATION VIEW
<br />FLAT BOTTOM
<br />10 1/4"
<br />NOTE:SEE A: ELEVATION FOR
<br />ADDL INFO NOT SHOWN
<br />NOTE:
<br />(*) BENCH DESIGNER TO CONFIRM WHETHER
<br />CURRENT FOOTING SIZE IS SUFFICIENT FOR
<br />ANCHOR DESIGN
<br />1' - 11 5/8"
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />39" TO 19 5/8"
<br />VARIES BETWEEN
<br />#3 REBARS AT 12" O.C.
<br />MAX EACH WAY
<br />2' - 0" (*)
<br />FINISHED GRADE
<br />NOTE:SEE A : ELEVATION FOR
<br />ADDL INFO NOT SHOWN
<br />B: SECTION VIEW
<br />NOTE:
<br />(*) BENCH DESIGNER TO CONFIRM WHETHER
<br />CURRENT FOOTING SIZE IS SUFFICIENT FOR
<br />ANCHOR DESIGN
<br />1' - 6"
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />A: ELEVATION VIEW
<br />#5@12" OC, T&B,EA
<br />WAY, TYP
<br />FINISHED GRADE
<br />(3) 3/4" DIA X 10"L.
<br />COIL ROD
<br />4'-KSI FTG, TYP 1' - 6"
<br />(5) 3" DIA X 7" DEEP.
<br />GROUT POCKETS (BY
<br />OTHERS)
<br />FOOTING (BY OTHERS)
<br />CLR
<br />3"
<br />TYP, UNO
<br />2" CLR,
<br />5' - 0" (*)
<br />SHIFT REINF AS REQ'D
<br />TOAVOID CONFLICTING
<br />WITHANCHOR GROUT
<br />POCKET.
<br />8"
<br />1' - 3"
<br />1' - 9"
<br />PRECAST CONCRETE
<br />BENCH PER LANDSCAPE
<br />TOF = TOG PER
<br />ARCH/LANDSCAPE
<br />NOTE:
<br />1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
<br />2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING
<br />SONOTUBE, THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 12", RESPECTIVELY.
<br />3. THIS IS NOT DESIGNED TO SUPPORT PEOPLE LEANING AGAINST THE BOLLARD.
<br />2'-6" MAX
<br />3" CLR.
<br />2"
<br />2"
<br />SEE NOTE #2.
<br />1 1/2" CLR TO TIES W/ SONOTUBE.
<br />SEE NOTE #2
<br />9" Ø
<br />#4 HOOP @
<br />6" OC.
<br />NWC W/ f'c
<br />= 4000 PSI
<br />(4) #4 VERT
<br />BARS EQ
<br />SPACED
<br />2' - 0" TYP, SEE NOTE #3
<br />BOLLARD BY LANDSCAPE
<br />MAX WEIGHT 10 LBS
<br />B
<br />HOOP PER ELEVATION
<br />VERTICAL REBAR
<br />PER ELEVATION
<br />B: SECTION
<br />3" CLR
<br />1 1/2"
<br />SEE NOTE #2.
<br />1 1/2" CLR TO TIES W/ SONOTUBE.
<br />2"
<br />2"
<br />SEE NOTE #2
<br />1' - 0" Ø
<br />#4 HOOP @
<br />6" OC.
<br />NWC W/ f'c =
<br />4000 PSI
<br />(6) #4 VERT BARS
<br />EQ SPACED
<br />EMBEDED SCREEN WALL
<br />POST, SEE ARCH /
<br />LANDSCAPE FOR
<br />LOCATION AND SIZE
<br />TYP, UNO
<br />4' - 0"
<br />TOF = TOG PER
<br />ARCH/LANDSCAPE
<br />NOTE:
<br />1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
<br />2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING SONOTUBE,
<br />THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 15", RESPECTIVELY.
<br />6'-6" MAX
<br />POST, WIRE PANEL AND
<br />ITS ATTACHMENT BY
<br />LANDSCAPE
<br />B
<br />HOOP PER ELEVATION
<br />VERTICAL REBAR
<br />PER ELEVATION
<br />B: SECTION
<br />TOF = TOG PER
<br />ARCH/LANDSCAPE
<br />NOTE:
<br />1. REFER TO ARCH/LANSCAPE FOR THE EXACT LOCATION OF THE POLE FOOTING.
<br />2. IF THE POLE FOOTING IS TO BE CAST AGAINST EARTH INSTEAD OF USING
<br />SONOTUBE, THE CLEAR COVER AND FOOTING Ø SHALL BE 3" AND 12", RESPECTIVELY.
<br />3. THIS IS NOT DESIGNED TO SUPPORT PEOPLE LEANING AGAINST THE BOLLARD.
<br />3' MAX
<br />3" CLR.
<br />2"
<br />2"
<br />SEE NOTE #2.
<br />1 1/2" CLR TO TIES W/ SONOTUBE.
<br />SEE NOTE #2
<br />9" Ø
<br />#4 HOOP @
<br />6" OC.
<br />NWC W/ f'c
<br />= 4000 PSI
<br />(4) #4 VERT
<br />BARS EQ
<br />SPACED
<br />2' - 0" TYP, SEE NOTE #3
<br />BOLLARD BY LANDSCAPE
<br />MAX WEIGHT 10 LBS
<br />B
<br />PROJECT
<br />COPYRIGHT LOC, INC
<br />ORIGINAL SHEET SIZE: 42" X 30"
<br />LOC
<br />CLIENT:
<br />ARCHITECT:
<br />CONSULTANTS:
<br />PREPARED UNDER THE SUPERVISION OF:
<br />ALI JEEVANJEE
<br />LOC ARCHITECTS DATE
<br />REVIEWED FOR CONSTRUCTABILITY:
<br />SEAN THOMAS
<br />PRINCIPAL CIVIL ENGINEER
<br />RCE NO.: 80470
<br />DATE
<br />RECOMMENDED FOR CONSTRUCTION:
<br />JASON GABRIEL
<br />PRINCIPAL CIVIL ENGINEER
<br />RCE NO.: 62968
<br />DATE
<br />3/28/2025 6:03:02 PM
<br />2308
<br />LANDSCAPE
<br />FOOTING
<br />DETAILS
<br />MARCH 28, 2025
<br />PLAN CHECK
<br />SUBMITTAL 02
<br />A8.9
<br />SANTA ANA ZOO
<br />1821 & 1823 E CHESTNUT AVE, SANTA
<br />ANA, CA 92701
<br />KPFF
<br />STRUCTURAL ENGINEER
<br />LOC ARCHITECTS
<br />KPFF
<br />CIVIL ENGINEER
<br />BORDER
<br />LANDSCAPE ARCHITECT
<br />ABRARI AND ASSOCIATES
<br />MEP ENGINEER
<br />ASSOCIATED SOILS ENGINEERING
<br />GEOTECHNICAL ENGINEER
<br />700 S. FLOWER, SUITE 2100
<br />LOS ANGELES, CA 90017
<br />213 372 5111
<br />Ramzi.hodali@kpff.com
<br />700 S. FLOWER, SUITE 2100
<br />LOS ANGELES, CA 90017
<br />213 372 5111
<br />Sharad.Ganju@kpff.com
<br />724 S. SPRING ST, SUITE 701
<br />LOS ANGELES, CA 90014
<br />213 372 5111
<br />Darren@border-la.com
<br />1713 S. STANDARD AVE
<br />GLENDALE, CA 91201
<br />818 956 1900
<br />Telma@abrari.com
<br />2860 WALNUT AVE.
<br />SIGNAL HILL, CA 90755
<br />562 897 2749
<br />Ted@associatedsoils.com
<br />3203 E. 4TH ST
<br />LOS ANGELES, CA 90063
<br />213 537 0480
<br />Office@loc-arch.com
<br />1801 E. CHESTNUT AVE.
<br />SANTA ANA, CA 92701
<br />714 647 6575
<br />Efisher@santa-ana.org
<br />SANTA ANA ZOO
<br />EDUCATION HUB
<br />MARCH 28, 2025
<br />1 1/2" = 1'-0"1TECHO-BLOC SEAT WALL DETAIL A
<br />1 1/2" = 1'-0"2TECHO-BLOC SEAT WALL DETAIL B
<br />1 1/2" = 1'-0"6PRECAST CONCRETE SEAT (LARGE KERNEL) DEATIL A
<br />1 1/2" = 1'-0"7PRECAST CONCRETE SEAT (SMALL KERNEL)
<br />1 1/2" = 1'-0"8PRECAST CONCRETE BENCH (BOG)
<br />1 1/2" = 1'-0"3BOLLARD POLE FOOTING DETAIL
<br />1 1/2" = 1'-0"5WIRE FENCE POLE FOOTING DETAIL
<br />25
<br />No.Description Date
<br />1 1/2" = 1'-0"4LOW FENCE FOOTING DETAIL
|