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,o PROVIDE GOUTED
<br />CROWN AND PAINT
<br />TO MATCH BOLLARD
<br />6" DIAMETER
<br />SCHEDULE 40 STEEL
<br />PIPE BOLLARD WITW
<br />GROUT FILL. PAINT
<br />TRAFFIC YELLOW
<br />UNLESS CTWERW15E
<br />NOTED
<br />FOR
<br />4" TWK, 31000 PSI CONCRETE SIDEWALK
<br />BUILDING WALL
<br />REINFORCED WITH 6 X 61 WIA X WIA
<br />W.W.M. OVER COMPACTED FILL
<br />SIDEWALK WIDTH VARIES
<br />PROVIDE WAND TOOLED
<br />5'-0" MIN., SEE PLAN
<br />CONTROL JOINT
<br />(2.62TYP. SEE DETAIL
<br />70P OF PAVEMENT,
<br />THIS SWEET —�
<br />SLOPE: 1/8" PER FOOT MIN.
<br />„
<br />6 SEE CIVIL DWGS.
<br />6" TWK., 3,000 PSI
<br />----'------- 1----
<br />------`,•� a
<br />CONCRETE SLAB
<br />REINFORCED WITW 6 X 6,
<br />W2.8 X W2.8 W.W.M. OVER
<br />COMPACTED FILL
<br />INDICATES GROUT
<br />1/2" EXPANSION
<br />8"
<br />FILLED CELL WITH
<br />JOINT FILLER GQNT.
<br />7 WIG KENED EDGE
<br />#5 CONT. FROM FOOTING
<br />BETWEEN SIDEWALK
<br />REINFORCED W/ (1)
<br />TO TOP OF BOND BEAM
<br />AND WALL, TYP.
<br />#5 BAR CONT.
<br />AT 2'4' MAX O.C., TYP.
<br />AND AT WALL CORNERS
<br />CONCRETE
<br />AS SHOWN
<br />SECTION
<br />1AS.2
<br />)$�ALIDEWALK
<br />1/2" ■ I'-0"
<br />3 000 PSI CONCRETE LANDING WITH
<br />4" THK , , DETECTABLE WARNING
<br />SIDEWALK REINFORCED W/ 6 SURFACE (SEE CIVIL 8
<br />X 61 WIA X WIA W.W.M. OVER DRAWINGS FOR
<br />COMPACTED FILL REQUIREMENTS) OW As.2
<br />MINIMUM RAMP LENCTN IF NOT OTHERWISE ��
<br />SPECIFIED IN CIVIL 6 TWK., 31000 PSI
<br />6" WIDE CURB BEYOND DRAWINGS, PROVIDE CONC, APRON REINF. W/
<br />CONCRETE WITH EXPOSED 6 X 61 W2.8 X 142.8
<br />A REGATE FINISH W.W.M. OVER
<br />SLOPE= 1:12 MAXIMUM COMPACTED FILL.
<br />PROVIDE 12" DEEP X 12"
<br />, WIDE TURNED DOWN
<br />EDGE W/(1) #5 BAR
<br />'1/2" EXPANSION JOINT CONT. AT PERIMETER -
<br />FILLER CONT. BETWEEN
<br />SIDEWALK AND RAMP, TYP.
<br />(,;-�HANDICAP RAMP SECTION s
<br />SCALE: 3/4" ■ P-0"
<br />NOTE: PROVIDE
<br />EXPANSION JOINT AT
<br />PERIMETER OF RAMP
<br />CONCRETE HANDICAPPED ACCESS
<br />RAMP, SEE CIVIL DRAWINGS FOR
<br />LOCATION / CONFIGURATION
<br />2
<br />ea SIM.
<br />PROVIDE SCORED CONCRETE
<br />-'� NON -SLIP SURFACE,
<br />L P RF E
<br />1/4" WIDE X 1/2" DEEP
<br />-' GROVES AT 2" O.G.
<br />LANDING WITH DETECTABLE WARNING
<br />SURFACE (SEE CIVIL DRAWINGS FOR
<br />REQUIREMENTS)
<br />CONCRETE CURB, SEE IF NOT OTHERWISE SPECIFIED IN CIVIL
<br />CIVIL DRAWINGS DRAWINGS, PROVIDE CONCRETE WITW
<br />EXPOSED AGGREGATE FINISH AT
<br />DETECTABLE WARNING SURFACE
<br />ICAP RA�MP SE CTION
<br />NOT TO SCALE
<br />PROVIDE (2), 8" HIGH X 2'-0" WIDE
<br />NON -ENGINEERED OPENINGS AT
<br />BACK OF ENCLOSURE
<br />21'-4"
<br />20'-0" (CLEAR DIMENSION)
<br />8" GNU W/ q GA.
<br />HORIZONTAL LADDER TYPE CONCRETE CROWN
<br />WALL REINFORCEMENT A7 16"
<br />O.C. VERTICAL, TYP. 6" DIA. SCHEDULE 40
<br />2'-0" ' 4,_0„ �ir_0" (� ,4'-0" 4'-0" 2'-0" -
<br />14
<br />�^
<br />' I I
<br />r--------------------� I
<br />I I I I I I
<br />,
<br />L�--------------------LJ Lam'------T - '------_ ---iJ
<br />f" '-q" (CLEAIE PENIN 9" ( EAR OPENIN
<br />I
<br /><,j
<br />I .I
<br />I AS.2 I
<br />\- - - - - - - - ------------- --
<br />1'-0
<br />DUMPSTER ENCLOSURE PLAN
<br />SCALE: 1/4" ■ 1'-0"
<br />HEAVY DUTY SENTRY LATCH BY HOOVER
<br />FENCE CO., MANUFACTURER NUMBER
<br />DAC-7000, INSTALLED OVER 4" X 4 1/2" X
<br />1/4" STEEL PLATE WELDED 70 GATE
<br />PERIMETER FRAME ANGLE
<br />2" DEEP, 18 GA. GALV. STEEL
<br />DECK AT GATE PANEL
<br />6" DIA. SCHEDULE 40
<br />STEEL PIPE CONCRETE
<br />FILLED AND SET IN
<br />CONCRETE SIM. TO
<br />BOLLARD DETAIL 4/A5.2
<br />7" DIA. SCHEDULE 40
<br />HINGE RING WELDED TO
<br />PERIMETER GATE FRAME
<br />ANGLE
<br />7" DIA. SCHEDULE 40 X
<br />2" HIGH RING WELDED
<br />TO 6" DIA POST
<br />I
<br />� \�
<br />I
<br />v\
<br />\I
<br />\x
<br />\
<br />\,
<br />PRIME AND PAINT ALL STEEL GATE
<br />COMPONENTS
<br />STEEL PIPE CONCRETE
<br />2" THICK PRECAST ti.. ..,;., FILLED AND SET IN
<br />CONCRETE SIM. TO
<br />N CO IN BOLLARD DETAIL 4/AS 2
<br />REFER TO SWEET A0.3 FOR KEYNOTE SCHEDULE
<br />REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE
<br />AND GENERAL FINISH NOTES
<br />CO CRE7E P G
<br />CONTINUOUS AT TOP OF
<br />WALL; PAINT 7" DIA. SCHEDULE 40
<br />SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES
<br />ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE.
<br />HINGE RING WELDED TO
<br />8" CMU WALL WITH PERIMETER GATE FRAME
<br />IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE
<br />GA. LADDER TYPE ANGLE
<br />SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT
<br />HORIZONTAL
<br />DETAILS NOTS, LIMITEDSIGN FABRICATION,
<br />„
<br />REINFORCEMENT AT 16 2 X 18 GA, GALVANIZED
<br />SIGNTIMES INSTALLATION,COMPLETE
<br />SIGN AREA AND QUANTITIE. ILL BE SUBMITTED
<br />AND APPROVAL OF WORK
<br />g
<br />O.C. VERTICAL. DECK
<br />PERMIT REVIEW PRIOR TO COMMENCEMENT
<br />_
<br />4
<br />°D
<br />PROVIDE (1) #5 1 (2) COURSES 8" CMU L 3" X 3" X 1/4"
<br />VERTICAL KNOCK -OUTS, GROUT PERIMETER GATE FRAME
<br />REINFORCEMENT IN I FILLED AND
<br />MONUMENT SIGN RESPONSIBILITIES:
<br />`-'
<br />.. ANGLE
<br />GROUT FILLED CELL I REINFORCED W/ (1) #5
<br />THE SWELL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING
<br />o
<br />AT LOCATIONS I CONT. (EACH COURSE) NOTE:
<br />ITEMS REGARDING THE MONUMENT SIGN INCLUDING THE FOLLOWING:
<br />INDICATED ON PLAN THOROUGHLY GREASE
<br />1) POWER SUPPLY TO THE MONUMENT SIGN AS SPECIFIED IN THE ELECTRICAL
<br />1 HINGE RINGS
<br />DRAWINGS
<br />q,qq PROVIDE (2), 8" HIGH X
<br />1
<br />2) THE MONUMENT SIGN CABINET (INTERNALLY ILLUMINATED) AND FOUNDATION
<br />2'-0" WIDE 7" DIA. SCHEDULE 40 HINGE
<br />SHALL BE PERMITTED AND CONSTRUCTED BY A SIGN COMPANY ENGAGED BY THE
<br />0 1 NON -ENGINEERED `� RING WELDED TO PERIMETER
<br />I OPENINGS AT BACK OF GATE FRAME ANGLE
<br />TENANT
<br />./
<br />.\
<br />,>
<br />\
<br />I m
<br />I i +
<br />I
<br />�DUMPSTER ELEVATION
<br />SCALE: 1/4" ■ 1'-0"
<br />q.40 ENCLOSURE
<br />EF-1 it 7" DIA. SCHEDULE 40 X
<br />co I 3.04 2" WIGH RING WELDED TO
<br />6" TWK., 3000 PSI PRIME AND PAINT ALL STEEL 6" DIA. POST
<br />AT OPENINGS 4.12 I GONG. SLAB GATE COMPONENTS
<br />o REINFORCED W/ 6 X 61
<br />W2.S X W2.8 W.W.M. GATE POST ISOMETRIC DETAIL,
<br />� li OVER C MPAGTED FILL
<br />GRADE (SEE CIVIL) I SCALE: I" ■ l'-0"
<br />10
<br />4_
<br />A5.2
<br />4,-6„
<br />3.10
<br />2' 4'-2"
<br />�DUMPSTER SECTION KEBONYWOODRAIL
<br />SCALE: 1/2" = 1'-0"
<br />81I CMU, REFER TO
<br />PLAN AND DETAILS.
<br />PAINT INTERIOR OF
<br />ENCLOSURE
<br />L 3" X 3" X 1/4"
<br />PERIMETER FRAME
<br />AND DIAGONAL BRACE
<br />AT EACH DOOR LEAF
<br />q.40 '
<br />+a
<br />0
<br />8A
<br />i
<br />6" DIA. SCHEDULE 40
<br />STEEL PIPE CONCRETE
<br />2" DEEP X 18 GA FILLED AND SET IN
<br />GALV. STEEL DECK CONCRETE 51M, TO
<br />INFILL AT DOORS BOLLARD DETAIL 4/AS.2
<br />AGATE POST DETAIL
<br />SCALE: 1" 1'-0"
<br />ALUMINUM TUBE FRAME
<br />STEEL MESH —�
<br />�L_ II __ ��__
<br />--A
<br />II
<br />F
<br />�IF
<br />L
<br />L _.IIif---
<br />ALUMINUM TUBE FRAME
<br />STEEL FEET
<br />SQUARE BOLLARDS AT THE DRIVE-TWRU LANE SHALL BE PROVIDED AND
<br />INSTALLED BY THE GENERAL CONTRACTOR. ANCHORS AS RECOMMENDED �I
<br />THESE BOLLARDS SHALL BE MANUFACTURED BY OSA/PHOTOTECH, TEL. BY AWNEX, INC.
<br />(310)537-5000, EMAIL: FHUBBELL@DSAPWOTOTECH.COM. THE GENERAL
<br />CONTRACTOR SHALL OBTAIN PRICING PRIOR TO SUBMISSION OF BID. RAILING E L E V A T I O N
<br />9 SCALE: 1 1/2" a 1'-0"
<br />SQUARE BOLLARDS SHALL BE PROVIDED WITH A PAINT FINISH, BLACK
<br />RAIL #7021 WITH 10% SHEEN
<br />STEEL REMOVABLE
<br />CAP WITH POWDER
<br />COATED STAINLESS
<br />STEEL FASTENERS
<br />TWO BANDS OF 1"
<br />WIDE EXYERIOR
<br />GRADE
<br />SILVER/WWITE
<br />REFLECTIVE TAPE
<br />5" X 5" X 1/4"
<br />SQUARE STEEL POST
<br />WITH GROUT FILL
<br />ALIGN BOLLARD
<br />WITW REAR FACE OF
<br />CURB UNLESS
<br />OTHERWISE NOTED
<br />CONCRETE CURB,
<br />REFER TO CIVIL
<br />DRAWINGS
<br />FINISHED PAVEMENT,
<br />REFER TO CIVIL
<br />4A BOLLARD DETAIL
<br />--u
<br />KE50NY WQQD RAIL —.
<br />ALUMINUM TUBE FRAME
<br />ALL COMPONENTS (EXCEPT THE WOOD RAIL) SHALL BE
<br />OUTLINE OF 10" DEEP SHELF PROVIDED WITH A POWDER COAT FINISH, STARBUCKS
<br />BLACK, RAIL #7021
<br />"�� ` 12" WIDE CONCRETE CURB ALL RAILING COMPONENT DIMENSIONS ARE
<br />1/2" WIDE EXPANSION JOINT APPROXIMATE. FINAL DIMENSIONS TO BE DETERMINED
<br />Q BY AWNEX, INC.
<br />STEEL MESH
<br />FINISWED
<br />o PAVEMENT ALUMINUM TUBE FRAME
<br />_ I
<br />LANDSCAPE AREA
<br />- " " STEEL FEET
<br />5 X 5 BOLLARD,
<br />REFER TO DETAIL 4A
<br />ON THIS SWEET
<br />6" WIDE CONCRETE CURB ANCHORS AS RECOMMENDED
<br />BOLLARD PLAN DETAIL BY AWNEX, INC. 111
<br />AT DRIVEmTHRU WINDOW 10 RAILING SECTION
<br />4 B SCALE: 1/2" = 1'-0"
<br />ffi
<br />w
<br />TYP. TOP AND BOTTOM
<br />MONUMENT SIGN -ELEVATION
<br />SCALE: 1/4" ■ 1'-0"
<br />AS.2
<br />
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