|
TRASH ENCLOSURE GATE V H NGE
<br />CONCRETE TILT -UP
<br />PANELS, PAINT INSIDE,
<br />OUTSIDE AND TOP OF
<br />WALL TO MATCH BUILDING.
<br />16
<br />TRELLIS ABOVE
<br />SEE DETAIL 15
<br />4 X 4 WOOD POST (TYP.)
<br />z
<br />D
<br />SII � L, p z
<br />9'-4„ ° z
<br />0
<br />D L, w Q
<br />a_
<br />m
<br />CD Q
<br />p cn cn
<br />L
<br />1'-9'I L,
<br />D p
<br />0
<br />PEDESTRIAN
<br />14'-10"
<br />L
<br />L� TYP. 13 I
<br />e p
<br />Q p
<br />I i
<br />w51-0" ° D
<br />PROVIDE A
<br />160"
<br />z 10" KICK PLATE I
<br />LOCATED ON I, ° L
<br />THE PUSH SIDE
<br />OF THE GATE ! 3' 9'-4 -
<br />TRASH ENCLOSURE PLAN
<br />SCALE: 3"-1'-0" 10506C � I � l SCALE: N.T.S.
<br />(3) 3/4" DIA. STEEL
<br />PIPE X 1" LONG
<br />WELDED TO GATE,
<br />PAINTED TO MATCH
<br />GATES
<br />3/4" DIA. X 2" LONG
<br />STL. PIPE WELDED TO
<br />GATE, PAINTED TO
<br />MATCH GATES
<br />v1/2"
<br />LATC H D ETAI L
<br />CANE BOLT DETAIL
<br />TRASH ENCLOSURE GATE LATCHES
<br />SCALE: NTS
<br />DEX-0003
<br />5/8" DIA. X 8" LONG
<br />STL PIN LATCH W/
<br />4" LONG HANDLE
<br />PAINTED TO MATCH
<br />GATES
<br />(2) 5/8" DIA. X 10"
<br />MIN. LONG STL. CANE
<br />BOLT W/ 2" LONG
<br />HANDLE, PAINTED TO
<br />MATCH GATES
<br />TRASH ENCLOSURE GATE RLDAT CH
<br />02820-SGATE-ELEV2
<br />H
<br />P OF
<br />)NS.
<br />0
<br />i
<br />15'-10"
<br />L6
<br />�D
<br />D
<br />L
<br />CONCRETE TILT -UP
<br />PANELS, PAINT INSIDE,
<br />OUTSIDE AND TOP OF
<br />WALL TO MATCH BUILDING.
<br />6" THICK CONC. SLAB
<br />W LIGHT BROOM FINISH,
<br />P OVIDE CONTROL JOINTS
<br />6" CONCRETE CURB
<br />ON THREE SIDES
<br />6 X 6 STEEL POST
<br />- - --- - PROVIDE 3 4" DIA.x 2"
<br />DEEP DRILL D HOLES IN
<br />SLAB FOR CANE BOLTS,
<br />ONE FOR EACH GATE.
<br />NOTES:
<br />1. SEE SITE PLAN FOR LOCATIONS.
<br />1'-3
<br />TYP.
<br />CD
<br />---------------- -------------------------------------------------- ---,
<br />SEE "S" DWGS.
<br />TRASH ENCLOSURE ROOF FLAN
<br />N.T.S
<br />CONC. TILT -UP
<br />PANELS.
<br />TRASH ENCLOSURE
<br />GATE
<br />1/2" EXPANSION
<br />JOINT MATERIAL
<br />6" THICK CONC.
<br />SLAB W/ LIGHT
<br />BROOM FINISH,
<br />PROVIDE CONTROL
<br />JOINTS AS REQ'D.
<br />CONC. SWALE.
<br />SEE CIVIL DWGS.
<br />6" THICK CONC.
<br />APRON
<br />LIGHT BROOMM
<br />FINISH.
<br />Q
<br />m
<br />Q
<br />4 X 12 WOOD BEAM
<br />WITH DECORATIVE END
<br />2 X 8 WOOD JOIST
<br />H CONC.
<br />CURB
<br />ONC. FTG.
<br />EE PLANS
<br />OR FINISH
<br />SURFACE
<br />NOTES:
<br />1. SEE SOILS REPORT FOR BELOW SLAB PREPARATIONS AND STEEL REINFORCEMENT
<br />RECOMMENDATIONS.
<br />TRASH ENCLOSURE SECT ON
<br />SCALE: NTS
<br />9'-4"
<br />TRASH ENCLOSURE ELEVAT ON
<br />A-KPQTM DOST
<br />CA
<br />'OSTS AT 8'-0"
<br />LDED ALL AROUND.
<br />-36 STEEL RAIL.
<br />WX2"HX 14 CA
<br />BULAR STEEL CHANNELS.
<br />NCRETE FOOTING, SIZE
<br />REQUIRED.
<br />-36 STEEL POST
<br />;KETS 1: SQ. 16 GA
<br />BULAR STEEL AT 6"
<br />WELDED TO
<br />ITSIDE OF FENCE
<br />'SHEPHARD HOOK AT
<br />P.
<br />6" X 6" CAST-IN-PLACF�
<br />CONCRETE MOW CURB.
<br />-36 STEEL RAIL.
<br />WX2"HX 14 CA
<br />JBULAR STEEL CHANNELS.
<br />X 6' CAST -IN-PLACE
<br />VCRETE MOW CURB.
<br />OMPACTED SUBGRADE.
<br />nt�uintu UK AS
<br />REQUIRED ELEVATION
<br />O.C. W/ CAP WELDED ALL AROUND.
<br />SECTION
<br />METAL FENCE
<br />SCALE: N.T.S.
<br />CHAINLINK FABRIC FASTENED
<br />TO TOP RAIL W/ 13 GA.
<br />TIE WIRE @ 2' MAX.
<br />CHAINLINK FABRIC 9 GA.
<br />2" SQ. TOP SALVAGE
<br />BARBED & TWISTED,
<br />BOTTOM SALVAGE KNUCKL
<br />GA. ACCORD. TO ASTM A-
<br />35% MESH
<br />1 5/8" O.D. BRACE RAIL
<br />TOP OF WALL OR FINISH
<br />SEE SITE PLAN A1.1
<br />NOTES:
<br />1. ALL TERMINAL POSTS
<br />TO BE3'WX3' DX
<br />11 GA STEEL TUBES W/ CAP
<br />WELDED ALL AROUND.
<br />01z, 2. ALL FENCE COMPONENTS
<br />TO BE PRIMED AND PAINTED
<br />* TO MATCH BLD'G.
<br />3. CONCRETE MOW CURB IS
<br />REQUIRED WHEN FENCE IS
<br />ADJACENT TO TURF AREAS ONLY.
<br />ALL OTHER PLANTER AREAS
<br />ADJACENT TO FENCE WILL
<br />NOT HAVE MOW CURB.
<br />4. SAND AND GRIND
<br />ALL WELDS SMOOTH.
<br />A-36 STEEL POST 4" X 4"
<br />SQ. X 11 GA TUBULAR
<br />STEEL POSTS AT 8'-0" O.C.
<br />W/ CAP WELDED ALL
<br />AROUND.
<br />A-36 STEEL POST
<br />PICKETS 1: SQ. 16 GA
<br />TUBULAR STEEL AT 6"
<br />O.C. WELDED TO
<br />OUTSIDE OF FENCE
<br />W/SHEPHARD HOOK AT
<br />TOP.
<br />PLAN VIEW
<br />SEE STRUCTURAL DRAWINGS FOR DETAILS AND CALCULATIONSLJ
<br />-
<br />NOES:
<br />1. SAND AND GRIND ALL WELDS SMOOTH.
<br />PRIME AND PAINT TO MATCH BLD'G.
<br />2. SEE SCREEN WALL ELEVATION FOR HEIGHT.
<br />3. DESIGN TO RESIST WIND 100 MPH EXPOSURE "C".
<br />4. PROVIDE VINYL SLATS, PAINTED PRIMARY COLOR OF BUILDING,
<br />ON NORTH SIDE PROPERTY LINE ONLY.
<br />CHA NL HC FENCE
<br />SCALE: N. T. S.
<br />rr l IFFM II F A (1 C`TrF-1 flll F_
<br />MANUFACUTRER'S SPECS.v�\
<br />NOTE: TIMBERFORM CYCLOOPS MANUFACTURED BY
<br />COLOMBIA CASCADE CO., PORTLAND, OREGAN.
<br />(800) 547-1940, (503) 223-1157
<br />MODEL NUMBER: 2170-7
<br />B CD RACK DSA L
<br />N.T.S.
<br />COLOR SCHEDULE - ELEVATIONS
<br />SHERWIN WILLIAMS
<br />❑SW 7006 EXTRA WHITE
<br />01 CONC. TILT—UP PANEL PAINT BRAND_A6W151 AS PACKAGED
<br />SHERWIN WILLIAMS
<br />SW 7671 ON THE ROCKS
<br />CCE*COLORANT OZ 32 64 128
<br />B1 —BLACK — 41 — 1
<br />❑ R2—MAROON — 3 1 1
<br />2 — CONC. TILT—UP PANEL PAINT BRANDY3—DEEP GOLD 20 — —
<br />KEYNOTES -TRASH ENCLOSURE
<br />0 CONCRETE TILT -UP PANEL
<br />02 PANEL REVEAL PAINTED TO MATCH BUILDING.
<br />hpa, inc.
<br />600 Grand Ave, suite 302
<br />oakland, ca
<br />94610
<br />tel: 949.863.1770
<br />fax: 949.863.0851
<br />email: hpa@hparchs.com
<br />5�D ARC
<br />ti
<br />C� O� G Nq,�
<br />Al n
<br />* -29
<br />3-31-21
<br />NA RENEWAL
<br />DATE Q.
<br />FOF CAQ
<br />■
<br />Owner:
<br />f�
<br />PROLOGIS
<br />3353 Gateway Boulevard
<br />Fremont, CA 94538
<br />Tel: 510-656-1900
<br />Fax: 510-656-4320
<br />■
<br />Project:
<br />IPC 8
<br />TRACY, CA
<br />■
<br />Consultants:
<br />Civil : KIER & WRIGHT
<br />Structural
<br />Mechanical
<br />Plumbing
<br />Electrical
<br />Landscape : GREEN DESIGN
<br />Fire Protection
<br />Soils Engineer
<br />■
<br />Title: DETAILS
<br />Project Number: 20449
<br />Drawn by: KZ
<br />Date: 12/14/2020
<br />Revision:
<br />Sheet:
<br />1
<br />3 .1 2"
<br />CONC. TILT-UPcp
<br />TYP
<br />PANEL, SEE STRUCT.
<br />o..
<br />DWGS. & ELEVATIONS
<br />pC�� o •
<br />Q
<br />#4 BARS @ EACH
<br />o
<br />° o
<br />1" TYP
<br />HINGE POINT
<br />-
<br />4 X 4 X 1/2"�II
<br />0
<br />0.
<br />o°D
<br />STEEL ANGLE EMBED
<br />q°
<br />CONTINUOUS- SEE DET. 19/
<br />O
<br />(3) STEEL HINGES @ EACH
<br />GATE WELDED EACH SIDE
<br />TO EMBEDED ANGLE
<br />3" X 3" X 1 1/2" STEEL
<br />ANGLE FRAME WELDED
<br />TO HINGES
<br />18 GA. X 1 112" DEEP G.I.
<br />STEEL DECKING WELDED TO
<br />STEEL FRAME AND
<br />1 1/2" X 1 1/2" X 1/4" STEEL
<br />ANGLE CROSS BRACE
<br />NOTES:
<br />1. PAINT ALL METAL TO MATCH
<br />ENCLOSURE
<br />PER SPECIFICATIONS.
<br />UNLESS OTHERWISE NOTED
<br />ON ELEVATIONS
<br />TRASH ENCLOSURE GATE V H NGE
<br />CONCRETE TILT -UP
<br />PANELS, PAINT INSIDE,
<br />OUTSIDE AND TOP OF
<br />WALL TO MATCH BUILDING.
<br />16
<br />TRELLIS ABOVE
<br />SEE DETAIL 15
<br />4 X 4 WOOD POST (TYP.)
<br />z
<br />D
<br />SII � L, p z
<br />9'-4„ ° z
<br />0
<br />D L, w Q
<br />a_
<br />m
<br />CD Q
<br />p cn cn
<br />L
<br />1'-9'I L,
<br />D p
<br />0
<br />PEDESTRIAN
<br />14'-10"
<br />L
<br />L� TYP. 13 I
<br />e p
<br />Q p
<br />I i
<br />w51-0" ° D
<br />PROVIDE A
<br />160"
<br />z 10" KICK PLATE I
<br />LOCATED ON I, ° L
<br />THE PUSH SIDE
<br />OF THE GATE ! 3' 9'-4 -
<br />TRASH ENCLOSURE PLAN
<br />SCALE: 3"-1'-0" 10506C � I � l SCALE: N.T.S.
<br />(3) 3/4" DIA. STEEL
<br />PIPE X 1" LONG
<br />WELDED TO GATE,
<br />PAINTED TO MATCH
<br />GATES
<br />3/4" DIA. X 2" LONG
<br />STL. PIPE WELDED TO
<br />GATE, PAINTED TO
<br />MATCH GATES
<br />v1/2"
<br />LATC H D ETAI L
<br />CANE BOLT DETAIL
<br />TRASH ENCLOSURE GATE LATCHES
<br />SCALE: NTS
<br />DEX-0003
<br />5/8" DIA. X 8" LONG
<br />STL PIN LATCH W/
<br />4" LONG HANDLE
<br />PAINTED TO MATCH
<br />GATES
<br />(2) 5/8" DIA. X 10"
<br />MIN. LONG STL. CANE
<br />BOLT W/ 2" LONG
<br />HANDLE, PAINTED TO
<br />MATCH GATES
<br />TRASH ENCLOSURE GATE RLDAT CH
<br />02820-SGATE-ELEV2
<br />H
<br />P OF
<br />)NS.
<br />0
<br />i
<br />15'-10"
<br />L6
<br />�D
<br />D
<br />L
<br />CONCRETE TILT -UP
<br />PANELS, PAINT INSIDE,
<br />OUTSIDE AND TOP OF
<br />WALL TO MATCH BUILDING.
<br />6" THICK CONC. SLAB
<br />W LIGHT BROOM FINISH,
<br />P OVIDE CONTROL JOINTS
<br />6" CONCRETE CURB
<br />ON THREE SIDES
<br />6 X 6 STEEL POST
<br />- - --- - PROVIDE 3 4" DIA.x 2"
<br />DEEP DRILL D HOLES IN
<br />SLAB FOR CANE BOLTS,
<br />ONE FOR EACH GATE.
<br />NOTES:
<br />1. SEE SITE PLAN FOR LOCATIONS.
<br />1'-3
<br />TYP.
<br />CD
<br />---------------- -------------------------------------------------- ---,
<br />SEE "S" DWGS.
<br />TRASH ENCLOSURE ROOF FLAN
<br />N.T.S
<br />CONC. TILT -UP
<br />PANELS.
<br />TRASH ENCLOSURE
<br />GATE
<br />1/2" EXPANSION
<br />JOINT MATERIAL
<br />6" THICK CONC.
<br />SLAB W/ LIGHT
<br />BROOM FINISH,
<br />PROVIDE CONTROL
<br />JOINTS AS REQ'D.
<br />CONC. SWALE.
<br />SEE CIVIL DWGS.
<br />6" THICK CONC.
<br />APRON
<br />LIGHT BROOMM
<br />FINISH.
<br />Q
<br />m
<br />Q
<br />4 X 12 WOOD BEAM
<br />WITH DECORATIVE END
<br />2 X 8 WOOD JOIST
<br />H CONC.
<br />CURB
<br />ONC. FTG.
<br />EE PLANS
<br />OR FINISH
<br />SURFACE
<br />NOTES:
<br />1. SEE SOILS REPORT FOR BELOW SLAB PREPARATIONS AND STEEL REINFORCEMENT
<br />RECOMMENDATIONS.
<br />TRASH ENCLOSURE SECT ON
<br />SCALE: NTS
<br />9'-4"
<br />TRASH ENCLOSURE ELEVAT ON
<br />A-KPQTM DOST
<br />CA
<br />'OSTS AT 8'-0"
<br />LDED ALL AROUND.
<br />-36 STEEL RAIL.
<br />WX2"HX 14 CA
<br />BULAR STEEL CHANNELS.
<br />NCRETE FOOTING, SIZE
<br />REQUIRED.
<br />-36 STEEL POST
<br />;KETS 1: SQ. 16 GA
<br />BULAR STEEL AT 6"
<br />WELDED TO
<br />ITSIDE OF FENCE
<br />'SHEPHARD HOOK AT
<br />P.
<br />6" X 6" CAST-IN-PLACF�
<br />CONCRETE MOW CURB.
<br />-36 STEEL RAIL.
<br />WX2"HX 14 CA
<br />JBULAR STEEL CHANNELS.
<br />X 6' CAST -IN-PLACE
<br />VCRETE MOW CURB.
<br />OMPACTED SUBGRADE.
<br />nt�uintu UK AS
<br />REQUIRED ELEVATION
<br />O.C. W/ CAP WELDED ALL AROUND.
<br />SECTION
<br />METAL FENCE
<br />SCALE: N.T.S.
<br />CHAINLINK FABRIC FASTENED
<br />TO TOP RAIL W/ 13 GA.
<br />TIE WIRE @ 2' MAX.
<br />CHAINLINK FABRIC 9 GA.
<br />2" SQ. TOP SALVAGE
<br />BARBED & TWISTED,
<br />BOTTOM SALVAGE KNUCKL
<br />GA. ACCORD. TO ASTM A-
<br />35% MESH
<br />1 5/8" O.D. BRACE RAIL
<br />TOP OF WALL OR FINISH
<br />SEE SITE PLAN A1.1
<br />NOTES:
<br />1. ALL TERMINAL POSTS
<br />TO BE3'WX3' DX
<br />11 GA STEEL TUBES W/ CAP
<br />WELDED ALL AROUND.
<br />01z, 2. ALL FENCE COMPONENTS
<br />TO BE PRIMED AND PAINTED
<br />* TO MATCH BLD'G.
<br />3. CONCRETE MOW CURB IS
<br />REQUIRED WHEN FENCE IS
<br />ADJACENT TO TURF AREAS ONLY.
<br />ALL OTHER PLANTER AREAS
<br />ADJACENT TO FENCE WILL
<br />NOT HAVE MOW CURB.
<br />4. SAND AND GRIND
<br />ALL WELDS SMOOTH.
<br />A-36 STEEL POST 4" X 4"
<br />SQ. X 11 GA TUBULAR
<br />STEEL POSTS AT 8'-0" O.C.
<br />W/ CAP WELDED ALL
<br />AROUND.
<br />A-36 STEEL POST
<br />PICKETS 1: SQ. 16 GA
<br />TUBULAR STEEL AT 6"
<br />O.C. WELDED TO
<br />OUTSIDE OF FENCE
<br />W/SHEPHARD HOOK AT
<br />TOP.
<br />PLAN VIEW
<br />SEE STRUCTURAL DRAWINGS FOR DETAILS AND CALCULATIONSLJ
<br />-
<br />NOES:
<br />1. SAND AND GRIND ALL WELDS SMOOTH.
<br />PRIME AND PAINT TO MATCH BLD'G.
<br />2. SEE SCREEN WALL ELEVATION FOR HEIGHT.
<br />3. DESIGN TO RESIST WIND 100 MPH EXPOSURE "C".
<br />4. PROVIDE VINYL SLATS, PAINTED PRIMARY COLOR OF BUILDING,
<br />ON NORTH SIDE PROPERTY LINE ONLY.
<br />CHA NL HC FENCE
<br />SCALE: N. T. S.
<br />rr l IFFM II F A (1 C`TrF-1 flll F_
<br />MANUFACUTRER'S SPECS.v�\
<br />NOTE: TIMBERFORM CYCLOOPS MANUFACTURED BY
<br />COLOMBIA CASCADE CO., PORTLAND, OREGAN.
<br />(800) 547-1940, (503) 223-1157
<br />MODEL NUMBER: 2170-7
<br />B CD RACK DSA L
<br />N.T.S.
<br />COLOR SCHEDULE - ELEVATIONS
<br />SHERWIN WILLIAMS
<br />❑SW 7006 EXTRA WHITE
<br />01 CONC. TILT—UP PANEL PAINT BRAND_A6W151 AS PACKAGED
<br />SHERWIN WILLIAMS
<br />SW 7671 ON THE ROCKS
<br />CCE*COLORANT OZ 32 64 128
<br />B1 —BLACK — 41 — 1
<br />❑ R2—MAROON — 3 1 1
<br />2 — CONC. TILT—UP PANEL PAINT BRANDY3—DEEP GOLD 20 — —
<br />KEYNOTES -TRASH ENCLOSURE
<br />0 CONCRETE TILT -UP PANEL
<br />02 PANEL REVEAL PAINTED TO MATCH BUILDING.
<br />hpa, inc.
<br />600 Grand Ave, suite 302
<br />oakland, ca
<br />94610
<br />tel: 949.863.1770
<br />fax: 949.863.0851
<br />email: hpa@hparchs.com
<br />5�D ARC
<br />ti
<br />C� O� G Nq,�
<br />Al n
<br />* -29
<br />3-31-21
<br />NA RENEWAL
<br />DATE Q.
<br />FOF CAQ
<br />■
<br />Owner:
<br />f�
<br />PROLOGIS
<br />3353 Gateway Boulevard
<br />Fremont, CA 94538
<br />Tel: 510-656-1900
<br />Fax: 510-656-4320
<br />■
<br />Project:
<br />IPC 8
<br />TRACY, CA
<br />■
<br />Consultants:
<br />Civil : KIER & WRIGHT
<br />Structural
<br />Mechanical
<br />Plumbing
<br />Electrical
<br />Landscape : GREEN DESIGN
<br />Fire Protection
<br />Soils Engineer
<br />■
<br />Title: DETAILS
<br />Project Number: 20449
<br />Drawn by: KZ
<br />Date: 12/14/2020
<br />Revision:
<br />Sheet:
<br />1
<br />
|