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GENERAL NOTES
<br />I I
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<br />ARBOR RIDGE DRIVE
<br />NATWED AREA INDICATES 60 THICK, BLACK CONCRETE 16.50 TYP.
<br />AT DRIVE TNRU REFER TO CIVIL DRAWINGS FOR EXTENTS
<br />Lrol 101-01,
<br />TYP. V10.18TYP. 2.30
<br />2.01
<br />1>
<br />2.63
<br />----------------
<br />AS.
<br />2.23 TYP. 2.10 TYP.
<br />0
<br />2.63 2.63
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<br />10.14 10.160
<br />X
<br />10.12
<br />< 2.63
<br />- - - - - - - - - -
<br />A
<br />. . . . . . . . . . . .
<br />2.6 TYP.
<br />. . .. ............
<br />I J r P
<br />.21
<br />6V
<br />DAUGHERTY ROAD
<br />,4
<br />TYPJQ.23
<br />TYP2 3-0
<br />13
<br />.50 <
<br />NORTH
<br />ARCHITECTURAL SITE PLAN
<br />SCALE: 1116" = 1'-0'
<br />ALUMINUM DOWNSPOUT, SEE ROOF PLAN FOR SIZE
<br />CAST IRON DOWNSPOUT 500T
<br />EQUIVALENT SUBSTITUTIONS PERMITTED. PROVIDE SUBSTITUI-ED
<br />SPEC, 1-0 STARBUCKS FOR
<br />REVIEW AND APPROVAL.
<br />FACTORY CLEANOUT
<br />SKV 2M. TAG ..4
<br />S_ 22W1 TAG Mm
<br />WALL ATTACHMENT FLANGE
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<br />J100P RACK Specifications and Space Use
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<br />swer Parked permniliv 2
<br />FINISH GRADE
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<br />COMPACTED FILL
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<br />........... .....
<br />1
<br />24"
<br />FLEXIBLE COUPLING
<br />So; tr. S-i: 304 ga& m"bit- �,ii _w:
<br />PVC STORM PIPE BY SITE CONTRACTOR ISOMETRIC
<br />............... . . . ...............
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<br />NOTES:
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<br />A. DOWNSPOUT 500T BASED ON J.R. HOE AND SONS
<br />S; MAIMS
<br />A -SERIES X 36" MIN. LENG
<br />wall Setb.dm
<br />B. BUILDING CONTRACTOR TO COORDINATE AND CONFIRM PIPE
<br />.... ........
<br />TO PIPE SIZES
<br />C. TRANSITION TO SITE PIPE TO BE UNDER ADJACENT
<br />Pr kt 11ii 1�, a _il
<br />. .... .. .
<br />SIDEWALK OR FINISH GRADE. COORDINATE EXACT DEPTH IN
<br />Disi llietweeiiw flacke
<br />W
<br />FIELD.
<br />i, . i� 24"
<br />'Till
<br />re
<br />BY SITE CONTRACTOR
<br />ED"EMFt"
<br />Street Sell"baitku
<br />MWimr,� 4
<br />ZKI.,e
<br />............ ...................
<br />DOWNSPOUT
<br />CONNECTION DETAIL
<br />0.17
<br />2
<br />5
<br />16.50 TYP, AS.
<br />TYP. 2.23
<br />>TYP. 2.30 0
<br />2.10 TYP.
<br />III
<br />10.19 2.0011
<br />11
<br />PROVIDE HAND TOOLED
<br />CONTROL JOINT
<br />4" THK, 3,000 PSI
<br />CONCRETE SIDEWALK
<br />2" SCHEDULE 40 GRAY REINFORCED WITH 6 X 61
<br />W1.4 X WI.4 W.W.M. OVER
<br />PVC PIPE FROM A
<br />LANDSCAPE AREA COMPACTED FILL
<br />#3 CRUSHED STONE AT 2" SCHEDULE 40 GRAY
<br />EACH PIPE PVC PIPE FROM
<br />LANDSCAPE AREA
<br />LANDSCAPE AREA ---i I I
<br />2" PVC TERMINATION
<br />VENT WITH STAINLESS THICKENED EDGE
<br />STEEL SCREEN. RAVEN REINFORCED W/ (1)
<br />SPECIALTY PRODUCTS #5 BAR CONTINUOUS
<br />TRIM PIPE
<br />FLUSH
<br />WITH FACE
<br />OF CURB
<br />TOP OF
<br />PAVEMENT,
<br />SEE CIVIL
<br />DWGS.
<br />SECTION "B"
<br />SIDEWALK DRAIN DETAILS
<br />A. SEE REQUIREMENTS FOR EXTERIOR CONCRETE ON T1415 SWEET
<br />B. AT , THE BUILDING EXTERIOR, THE GC SHALL BE RESPONSIBLE FOR ALL
<br />SUB -GRADE ELECTRICAL CONDUIT AND FOUNDATIONS (INCLUDING ANCHOR
<br />BOLTS) FOR STARBUCK'S DRIVE-THRU EQUIPMENT AND MISCELLANEOUS SITE
<br />ITEMS INCLUDING, BUT NOT LIMITED TO, DIRECTIONAL SIGNAGE, MENU -WARDS,
<br />DETECTOR LOOP, BOLLARDS AND HEIGHT RESTRICTION BAR. REFER TO
<br />ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS FOR CONDUIT RUNS
<br />THE GC SHALL OBTAIN A COMPLETE AND CURRENT SET OF STARBUCK'S
<br />INTERIOR FINISH -OUT PLANS THOSE DOCUMENTS SMALL GOVERN WHEN
<br />DETERMINING PRECISE LOCATIONS FOR STARBUCK'S DRIVE-TWRU EQUIPMENT AND
<br />MISCELLANEOUS SITE ITEMS. DIMENSIONS REQUIRED TO LOCATE THESE ITEMS
<br />WAVE BEEN INTENTIONALLY OMITTED IN THESE CONSTRUCTION DOCUMENTS TO
<br />AVOID POTENTIAL CONFLICTS WITH STARBUCK'S CONSTRUCTION DOCUMENTS.
<br />IN ADDITION, THE STARBUCK'S INTERIOR FINISH -OUT PLANS WILL CONTAIN
<br />FOUNDATION DETAILS (INCLUDING ANCHOR BOLTS) AND SPECIFICATIONS FOR THE
<br />DRIVE-TWRU EQUIPMENT AND MISCELLANEOUS SITE ITEMS. FOR REASONS
<br />SIMILAR TO THOSE STATED ABOVE, THESE DETAILS HAVE BEEN OMITTED FROM
<br />THE SWELL DOCUMENTS. WHERE INDICATED, THE FOUNDATIONS (INCLUDING
<br />ANCHOR BOLTS) ARE, HOWEVER, TO BE THE RESPONSIBILITY OF THE SHELL
<br />GENERAL CONTRACTOR.
<br />C. REFER TO CIVIL DRAWINGS FOR THE EXACT DIMENSIONING CONCERNING BUILDING
<br />AND SITE LAYOUT EXCEPT ITEMS NOTED ABOVE
<br />D. REFER TO CIVIL DRAWINGS FOR UTILITY SERVICES BEING 5ROUG44T TO T14E
<br />BUILDING
<br />REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH
<br />NOTES
<br />DOWNSPOUT REQUIREMENTS:
<br />ALL DOWNSPOUTS EXTENDING TO GRADE SMALL BE CONNECTED TO THE
<br />UNDERGROUND STORM SEWER UNLESS OTHERWISE NOTED. REFER TO UTILITY
<br />AND SIDEWALK PLAN ON THIS SWEET. REFER TO CIVIL DRAWINGS (UNDER
<br />SEPARATE PERMIT) FOR STORM PIPE STUB -OUTS
<br />A CAST ALUMINUM TRANSITION 500T WITH CLEAN OUT SMALL BE PROVIDED
<br />PER THE DETAIL PROVIDED OR APPROVED EQUIVALENT
<br />THE GENERAL CONTRACTOR SMALL CLOSELY COORDINATE LOCATIONS OF
<br />UNDERGROUND PIPING TO PRECISELY ALIGN WITH THE ROOF SCUPPERS AND
<br />DOWNSPOUTS AT THE BUILDING
<br />REQUIREMENTS FOR EXTERIOR CONCRETE:
<br />DRIVE-TWRU LANE:
<br />SMALL BE MINIMUM 60 THICK, 31000 PSI POURED CONCRETE REINFORCED WITH
<br />61 X 61, W2.8 X W2.8 WWM. REFER TO CIVIL DRAWINGS FOR GRADING.
<br />CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER CCI50/6 AS
<br />MANUFACTURED BY INCRETE SYSTEMS. INSTALL SAWCUT CONCRETE CONTROL
<br />JOINTS, 1/81 WIDE X 1 1/21 DEEP, AT 151-01 O.C. MAX. EACH WAY (AREA NOT
<br />TO EXCEED 225 SO. FT.).
<br />PERIMETER SIDEWALK: SMALL BE A MINIMUM OF 4' THICK, 31000 PSI CONCRETE
<br />REINFORCED WITH 6' X 60, W1.4 X WIA WWM AND 11-00 DEEP X be WIDE
<br />THICKENED SLAB EDGE, NATURAL GRAY COLOR. SURFACE TO RECEIVE MEDIUM
<br />BROOM FINISH. RETOOL (WITH HAND EDGER) ALL CONTROL JOINTS AND
<br />EXPANSION JOINTS AFTER BROOM FINISHING TO ACHIEVE 'PICTURE FRAME' IN
<br />CONCRETE. THIS SMALL INCLUDE ALL ABUTMENTS TO WALLS, CURBS, COLUMNS,
<br />ETC.
<br />SIDEWALK CONTROL JOINTS SMALL BE SEPARATED BY NO MORE THAN V-0' IN
<br />EITHER DIRECTION WITH PRE -MOLDED EXPANSION JOINTS LOCATED EVERY
<br />DOMESTIC WATER SERVICE REQUIREMENTS:
<br />THE DOMESTIC WATER SERVICE SMALL BE A MINIMUM OF 50 PSI AND NO
<br />GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE POINT OF BUILDING ENTRY.
<br />IF THE SERVICE STATIC 15 OVER 66 PSI, A PRESSURE REDUCING VALVE TO BE
<br />PROVIDED BY THE SWELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER
<br />50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SMALL
<br />BE PROVIDED AND INSTALLED.
<br />IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING,
<br />THE PLUMBING CONTRACTOR SMALL PERFORM A PRESSURE TEST. SHOULD THE
<br />PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL
<br />CONTRACTOR SMALL PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST
<br />POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE NECESSARY DESIGN
<br />REMEDIES TO THE CONTRACTOR FOR PRICING, PERMIT AND CONSTRUCTION
<br />4" THKI 31000 P51 CONCRETE
<br />SIDEWALK REINFORCED WITH 6 X
<br />61 WIA X WI.4 W.W.M. OVER
<br />COMPACTED 1 r_v M"
<br />PROVIDE HAND TC
<br />CONTROL JOINT
<br />CENTERED ON PIP
<br />2" SCHEDULE 40 C.
<br />PVC PIPE FROM
<br />LANDSCAPE AREA
<br />THICKENED SIDEN,
<br />PIPE LOCATIONS,
<br />SECTION "Al
<br />Lic* AA 0003300
<br />3336 Grand Blvd. Suite 201
<br />Holiday, Florida 34690
<br />Ph. 727. 815. 3336
<br />Fax 727. 815. 3337
<br />907 S. FT. HARRISON AVENUE
<br />SUITE 102
<br />CLEARWATER, R 33756
<br />727-210-1900
<br />'g
<br />TO T14E BEST F KNOWLEDGE OF
<br />rNE ARC14 PLANS
<br />AND 5 F1 T14E
<br />APP M(MUM DES
<br />A 1_1�45LF MIN E
<br />ST
<br />AROO 3
<br />FL License No. AROO 15323
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<br />04.06.18
<br />date
<br />17060
<br />comm. no.
<br />ARCHITECTURAL
<br />SITE PLAN
<br />Aso I
<br />SCALE: 1 1/2' - 1'-0'
<br />BIKE RACK SPECIFICATIONS.
<br />NO SCALE
<br />SCALE: I" - 1'-0'
<br />
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