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411 THK, 3,000 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 HAND TOOLED
<br />\
<br />5'-0" MIN., SEE PLAN
<br />CONTROL JOINT
<br />2.62 SEE DETAIL
<br />„ TOP OF PAVEMENT,
<br />6
<br />THIS SHEET —�
<br />i \
<br />n
<br />SLOPE: 1/8 PER FOOT MIN.
<br />SEE CIVIL DWGS.
<br />6" THK., 3,000 PSI
<br />�\
<br />CONCRETE SLAB
<br />----------- -- --- --_--
<br />°�
<br />REINFORCED WITH 6 X 6,
<br />/'
<br />\ \! \ \
<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 (1)
<br />JOINT FILLER CONT. 1
<br />1 HICKENED 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'-8" MAX O.C., TYP.
<br />AND AT WALL CORNERS
<br />CONCRETE
<br />AS SHOWN
<br />SIDEWALK
<br />SECTION
<br />AS.2
<br />1
<br />SCALE: 1/2" - 1'-0'
<br />LANDING WITH
<br />4" THK, 31000 PSI CONCRETE
<br />DETECTABLE WARNING
<br />SIDEWALK REINFORCED W/ 6
<br />SURFACE (SEE CIVIL
<br />X 61 WI.4 X WIA W.W.M. OVER
<br />DRAWINGS FOR
<br />COMPACTED FILL
<br />REQUIREMENTS)
<br />OH AS•2
<br />6'-0"
<br />IF NOT OTHERWISE
<br />SPECIFIED IN CIVIL
<br />��
<br />6 THK., 3,000 PSI
<br />MINIMUM RAMP LENGTN
<br />DRAWINGS, PROVIDE
<br />CONC. APRON REINF. W/
<br />6" WIDE CURB BEYOND
<br />CONCRETE WITH EXPOSED
<br />6 X 61 W2.8 X W2.8
<br />A
<br />RELATE FINISH
<br />W.W.M. OVER
<br />°
<br />SLOPE= 1:12 MAXIMUM
<br />COMPACTED FILL.
<br />° a
<br />PROVIDE 12" DEEP X 1211
<br />WIDE TURNED DOWN
<br />EDGE W/(1) #5 BAR
<br />\1/21' EXPANSION JOINT \\
<br />i�,
<br />CONT. AT PERIMETER -
<br />FILLER CONT. BETWEEN \
<br />'SIDEWALK AND RAMP, TYP. \ \i
<br />HANDI AP RAMP SECTION
<br />C
<br />SCALE: 3/4' = 1'-0"
<br />NOTE: PROVIDE
<br />EXPANSION JOINT AT
<br />PERIMETER OF RAMP
<br />CONCRETE CURB, SEE
<br />CIVIL DRAWINGS
<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" CMU W/ 9 GA.
<br />HORIZONTAL LADDER TYPE
<br />WALL REINFORCEMENT AT 16"
<br />O.C. VERTICAL, TYP.
<br />ol 2'-O'� 4'-0" 4'= 0" 4'-011 4'-0" 6.6. 21-0"
<br />? r------- ------- -�-
<br />fE
<br />I n -
<br />°
<br />I
<br />�� I I I I
<br />rJ IL rJ i t, --
<br />L—L------------------ LJ L L------- -- ----------I
<br />� I
<br />4
<br />� /14 ° It
<br />I °
<br />-9" (CLEAR PENIN q" (CLEAR OPENIN I
<br />I � I
<br />I I°
<br />I ,,I
<br />1'-6"
<br />DUMPSTER ENCLOSURE PLAN
<br />�` SCALE: 1/4" - 1'-0"
<br />HEAVY DUTY SENTRY LATCH BY HOOVER
<br />- CONCRETE HANDICAPPED ACCESS
<br />FENCE CO., MANUFACTURER NUMBER
<br />RAMP, SEE CIVIL DRAWINGS FOR
<br />DAC-7000, INSTALLED OVER 4" X 4 1/211 X
<br />LOCATION / CONFIGURATION
<br />1/4" STEEL PLATE WELDED TO GATE
<br />PERIMETER FRAME ANGLE
<br />2
<br />211 DEEP, 18 GA. GALV. STEEL
<br />AS.2 SIM•
<br />DECK AT GATE PANEL
<br />6" DIA. SCHEDULE 40
<br />STEEL PIPE CONCRETE , ,
<br />.�
<br />FILLED AND SET IN ���
<br />CONCRETE SIM. TO `
<br />PROVIDE SCORED CONCRETE
<br />BOLLARD DETAIL 4/AS.2 ;\
<br />,- FOR NON -SLIP SURFACE,
<br />7" DIA. SCHEDULE 40
<br />114" WIDE X 1/2" DEEP
<br />HINGE RING WELDED TO \ v
<br /><
<br />GROVES AT 2" O.C.
<br />PERIMETER GATE FRAME `." I
<br />ANGLE
<br />LANDING WITH DETECTABLE WARNING
<br />7" DIA. SCHEDULE 40 X 1`
<br />SURFACE SEE CIVIL DRAWINGS FOR
<br />(
<br />��� \I
<br />2 HIGH RING WELDED
<br />REQUIREMENTS)
<br />TO 6" DIA. POST
<br />IF NOT OTHERWISE SPECIFIED IN CIVIL
<br />DRAWINGS PROVIDE CONCRETE WITH
<br />PROVIDE 3/4" 0 X V' ;y yj\\
<br />EXPOSED AGGREGATE FINISH AT
<br />DEEP RECEIVER FOR ? ,
<br />DETECTABLE WARNING SURFACE
<br />GATE LATCH, TYP. FOR L__;
<br />EACH LEAF
<br />PRIME AND PAINT ALL STEEL GATE
<br />COMPONENTS
<br />;1
<br />i
<br />HANDICAP RAMP SECTION r,-,).DUMPSTER ELEVATION
<br />NOT TO VALE
<br />_— PROVIDE GOUTED
<br />CROWN AND PAINT
<br />TO MATCH BOLLARD
<br />I 6" DIAMETER
<br />I SCHEDULE 40 STEEL
<br />I PIPE BOLLARD WITH
<br />I I GROUT FILL. PAINT
<br />TRAFFIC YELLOW
<br />UNLESS OTHERWISE
<br />NOTED
<br />I �
<br />I I I
<br />I I CONCRETE WASH
<br />I I
<br />I I
<br />I I TOP OF PAVEMENT
<br />I I OF FINISHED GRADE
<br />I I AS APPLICABLE.
<br />I i REFER TO CIVIL
<br />I I DRAWINGS
<br />/ \//
<br />\\
<br />` ` \ CONRETE FOOTING,
<br />a DIMENSIONS AS
<br />\\' NOTED
<br />1'-6" DIAMETER
<br />4 BOLLARD DETAIL
<br />SCALE: 1/4" - P-0"
<br />SQUARE BOLLARDS AT THE DRIVE-THRU LANE SHALL BE PROVIDED AND
<br />INSTALLED BY THE GENERAL CONTRACTOR.
<br />THESE BOLLARDS SHALL BE MANUFACTURED BY DSA/PWOTOTECW, TEL.
<br />(310)537-5000, EMAIL: PHUBBELLBDSAPHOTOTECH.COM. THE GENERAL
<br />CONTRACTOR SHALL OBTAIN PRICING PRIOR TO SUBMISSION OF BID.
<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 />It
<br />TWO BANDS OF 1"
<br />- WIDE EXYERIOR
<br />— _ GRADE
<br />SILVER/WHITE
<br />REFLECTIVE TAPE
<br />— 511 X 511 X 11411
<br />SQUARE STEEL POST
<br />m WITH GROUT FILL
<br />45
<br />A5.2 ALIGN BOLLARD
<br />WITH REAR FACE OF
<br />CURB UNLESS
<br />OTHERWISE NOTED
<br />CONCRETE CURB,
<br />REFER TO CIVIL
<br />DRAWINGS
<br />a \ , FINISHED PAVEMENT,
<br />REFER TO CIVIL
<br />a a DRAWINGS
<br />Ia
<br />N
<br />V as
<br />a as
<br />\
<br />a
<br />i
<br />1'-6" DIAMETER
<br />BOLLARD DETAIL
<br />4A I
<br />SCALE. I" = 1_ 0I
<br />W
<br />W
<br />2" THICK PRECAST
<br />CONCRETE COPING
<br />CONTINUOUS AT TOP OF
<br />WALL; PAINT
<br />811 CMU WALL WITH OrAz
<br />z
<br />GA. LADDER TYPE
<br />o
<br />HORIZONTAL
<br />z
<br />REINFORCEMENT AT 16'
<br />O.C. VERTICAL.
<br />PROVIDE (1) #5
<br />-
<br />VERTICAL
<br />REINFORCEMENT IN
<br />GROUT FILLED CELL
<br />o
<br />AT LOCATIONS
<br />INDICATED ON PLAN
<br />I
<br />EF-1 -
<br />�o
<br />Im
<br />CONCRETE CROWN L mrrcR I v unrc i mv..7 rL^ Na i mi i c _-%.rtcvvi-c
<br />6" DIA. SCHEDULE 40 REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE
<br />STEEL PIPE CONCRETE AND GENERAL FINISH NOTES
<br />FILLED AND SET IN
<br />CONCRETE SIM. TO
<br />BOLLARD DETAIL 4/AS.2 SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES
<br />7" DIA. SCHEDULE 40 ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE.
<br />HINGE RING WELDED TOIT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE
<br />PERIMETER GATE FRAME SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT
<br />ANGLE TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION,
<br />2" X 18 GA. GALVANIZED SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOF
<br />DECK PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK
<br />(2) COURSES 8" CMU oo
<br />L 311 X 311 X 1/411
<br />KNOCK -OUTS, GROUT PERIMETER GATE FRAME MONUMENT SIGN RESPONSIBILITIES:
<br />FILLED AND ANGLE
<br />REINFORCED W/ (1) #5 THE SWELL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING
<br />CONT. (EACH COURSE) NOTE: ITEMS REGARDING THE MONUMENT SIGN INCLUDING THE FOLLOWING:
<br />THOROUGHLY GREASE 1) POWER SUPPLY TO THE MONUMENT SIGN AS SPECIFIED IN THE ELECTRICAL
<br />HINGE RINGS
<br />PROVIDE (2), 811 HIGH X
<br />2) THE MONUMENT SIGN CABINET (INTERNALLY ILLUMINATED) SHALL BE
<br />2'-0" WIDE - 7" DIA. SCHEDULE 40 HINGE PERMITTED AND CONSTRUCTED BY A SIGN COMPANY ENGAGED BY THE
<br />NON -ENGINEERED RING WELDED TO PERIMETE LANDLORD. GC SHALL LOCATE AND INSTALL CONCRETE FOUNDATION AS SHOWN
<br />OPENINGS AT BACK OF GATE FRAME ANGLE ON SIGN VENDOR'S PERMIT DRAWINGS
<br />ENCLOSURE
<br />7" DIA. SCHEDULE 40 X
<br />0
<br />3.0 4 "
<br />2 HIGH RING WELDED TO
<br />6" THK., 3000 PSI PRIME AND PAINT ALL STEEL 6" DIA. POST 1
<br />AT OPENINGS 4.12 A CONC. SLAB GATE COMPONENTS
<br />o REINFORCED W/ 6 X 61
<br />.8X OVER
<br />MPAC GATE POST ISOMETRIC DETAIL
<br />� II OVER C MPACTEDED FILL
<br />GRADE (SEE CIVIL)
<br />4
<br />D MP TERSEC.TIONn
<br />SCALE: 1/2" = 1'-0"
<br />8" 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 />SA
<br />AS.2
<br />_Lj H
<br />I
<br />�`— 6" DIA. SCHEDULE 40
<br />LSTEEL PIPE CONCRETE
<br />�� ;y, _
<br />2" DEEP X 18 GA
<br />FILLED AND SET IN
<br />GALV. STEEL DECK
<br />CONCRETE SIM. TO
<br />\ \ \
<br />INFILL AT DOORS
<br />BOLLARD DETAIL 4/AS.2
<br />GATE
<br />POST
<br />DETAIL
<br />3"
<br />RAILING ELEVATION
<br />SCALE: 1 1/2" - 1'-0"
<br />311 X 211 X 11411 1 1
<br />THE RAILING AT THE OUTDOOR SEATING AREA SHALL ALUMINUM TOP RAIL BE PROVIDED AND INSTALLED BY THE GENERAL
<br />CONTRACTOR. THE FINAL LAYOUT AND DESIGN SHALL
<br />BE COORDINATED WITH TENANT PLANS 3/4" ALUMINUM
<br />SQUARE BALUSTERS
<br />ALL COMPONENTS SHALL BE PROVIDED WITH A 4" MAX. SPACE
<br />POWDER COAT FINISH, STARBUCKS BLACK, RAIL #7021
<br />ALL RAILING COMPONENT DIMENSIONS ARE 131-6" 2'-0"
<br />APPROXIMATE. FINAL DIMENSIONS TO BE DETERMINED
<br />BY MANUFACTURER
<br />s
<br />II II II
<br />*w E
<br />3 X 3 X I/4 ;::...
<br />ALUMINUM POST o
<br />OUTLINE OF 10" DEEP SHELF BEYOND m I
<br />12" WIDE CONCRETE CURB
<br />1/2" WIDE EXPANSION JOINT
<br />u�
<br />J_ :Z—� FINISHED
<br />o PAVEMENT
<br />511 X 5" BOLLARD,
<br />REFER TO DETAIL 4A
<br />ON THIS SHEET
<br />6" WIDE CONCRETE CURB
<br />BOLLARD PLAN DETAIL
<br />SAT DRIVE=THRU WINDOW
<br />7 SCALE: 1/2" - 1'-0"
<br />3" X 2" X 1/4" ALUMINUM
<br />BOTTOM RAIL
<br />PROVIDE SLEEVES II
<br />AT POST SPACING.
<br />FILL CAVITY W/
<br />NON -SHRINK GROUT
<br />J
<br />OQC
<br />z
<br />CQ
<br />TYP. TOP AND BOTTOM
<br />MONUMENT SIGN - ELEVATION
<br />SCALE: 1/4" - i'-0"
<br />tau
<br />Ltc# AA 0003300 '
<br />3336 Grand Blvd. Suite 201
<br />Holiday, Florida 34690
<br />Ph. 727. 815. 3336
<br />Fax 727. 815.3337
<br />, r . 5 4
<br />�7%%,: 'R WI.':,;� � >��•;,,,Y,payc'S,S�.
<br />"' IC.
<br />cjo elcp rent
<br />907 S. FT. HARRISON AVENUE
<br />SUITE 102
<br />CLEARWATER, FL 33756 all,
<br />727-210-1900
<br />TO THE BEST OF THE KNOWLEDGE OF
<br />T14E ARCHI INFERS, PLAN
<br />AND SP- T ITN TWE
<br />APP DES f;
<br />A ,APPLICABLE MIN IRE 'x
<br />s t4 e >
<br />FL License No. AR0015323
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<br />04.06.18
<br />date
<br />17060
<br />comm. no.
<br />MISCELLANEOUS
<br />SITE DETAILS
<br />5 F
<br />
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