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<br />ARCHITECTURA
<br />SCALE: 1/16' 0 1'-0"
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<br />NORTH
<br />L SITE PLAN
<br />ALUMINUM DOWNSPOUT, SEE nMC nl AAI Gnn G17C
<br />CAST IRON DOWNSPOUT BOO
<br />FACTORY CLEANOUT
<br />DAUGHERTY ROAD
<br />EQUIVALENT SUBSTITUTION$ PERMITTED. PROVIDE SUBSTITUTED SPEC. TO STARBUCKS FOR REVIEW AND APPROVAL,
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<br />PVC STORM PIPE BY SITE CONTRACTOR
<br />50M
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<br />A. DOWNSPOUT BOOT BASED ON J.R. HOE AND SONS
<br />A X 36" MIN. LENGTH
<br />I
<br />—SERIES
<br />WAU"th"k
<br />B. BUILDING CONTRACTOR TO COORDINATE AND CONFIRM PIPER`""
<br />TO PIPE SIZES
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<br />C. TRANSITION TO SITE PIPE TO BE UNDER ADJACENT
<br />$ "
<br />51DENALK OR FINISH GRADE. COORDINATE EXACT DEPTH IN
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<br />8?£RCAMI.@ �SA$YdFR+1rA! Id 45LdCS:
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<br />FIELD.
<br />SY SITE CONTRACTOR
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<br />2.01
<br />PROVIDE NAND TOOLED
<br />CONTROL JOINT
<br />4" THK, 31000 PSI
<br />TRIM PIPE
<br />CONCRETE SIDEWALK
<br />FLUSH
<br />2" SCHEDULE 40 GRAY
<br />REINFORCED WITH 6 X 6,
<br />WITH FACE
<br />PVC PIPE FROM A
<br />WI.4 X W1A W.W.M. OVER
<br />OF CURB
<br />LANDSCAPE AREA
<br />COMPACTED FILL
<br />TOP OF
<br />2" SCHEDULE 40 GRAY
<br />PAVCIVIL
<br />#3 CRUSHED STONE AT
<br />PVC PIPE FROM
<br />SEE
<br />EACH PIPE
<br />LANDSCAPE AREA
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<br />LANDSCAPE AREA
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<br />2'I PVC TERMINATION
<br />VENT WITH STAINLESS
<br />THICKENED EDGE
<br />STEEL SCREEN. RAVEN
<br />REINFORCED W/ (1)
<br />�,
<br />SPECIALTY PRODUCTS
<br />#5 BAR CONTINUOUS 8"
<br />SECTION 'B'
<br />REFER TO SHEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH
<br />NOTES
<br />DOWNSPOUT REQUIREMENTS:
<br />ALL DOWNSPOUTS EXTENDING TO GRADE SHALL 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 BOOT WITH CLEAN OUT SHALL BE PROVIDED
<br />PER THE DETAIL PROVIDED OR APPROVED EQUIVALENT
<br />THE GENERAL CONTRACTOR SHALL 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—THRU LANE:
<br />SHALL BE MINIMUM 6' THICK, 31000 PSI POURED CONCRETE REINFORCED WITH
<br />fi' X fill W2.6 X W2.8 WWM. REFER TO CIVIL DRAWINGS FOR GRADING.
<br />CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER CC150/6 AS
<br />MANUFACTURED BY INCRETE SYSTEMS. INSTALL SAWCUT CONCRETE CONTROL
<br />JOINTS, 1/8' WIDE X 1 1/2' DEEP, AT 15'-0' O.C. MAX. EACH WAY (AREA NOT
<br />TO EXCEED 225 SO. FT.).
<br />PERIMETER SIDEWALK: SHALL BE A MINIMUM OF 4' THICK, 31000 PSI CONCRETE
<br />REINFORCED WITH 6' X 61, W1.4 X WIA WWM AND 1'-0' DEEP X 8' WIDE
<br />THICKENED SLAB EDGE, NATURAL GRAY COLOR. SURFACE TO RECEIVE MEDIUM
<br />BROOM FINISH. RETOOL (WITH NAND EDGER) ALL CONTROL JOINTS AND
<br />EXPANSION JOINTS AFTER BROOM FINISHING TO ACHIEVE 'PICTURE FRAME' IN
<br />CONCRETE. THIS SHALL INCLUDE ALL ABUTMENTS TO WALLS, CURBS, COLUMNS,
<br />ETC.
<br />SIDEWALK CONTROL JOINTS SHALL BE SEPARATED BY NO MORE THAN V-0' IN
<br />EITHER DIRECTION WITH PRE —MOLDED EXPANSION JOINTS LOCATED EVERY
<br />20'-0' MAX.
<br />HANDICAP PARKING AREA: SHALL BE MINIMUM 6' THICK, 3,000 PSI POURED
<br />CONCRETE REINFORCED WITH 6' X 60, W2.8 X W2.8 WWM. PROVIDE 1 1/2% SLOPE
<br />(2% MAX.). CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER
<br />CC150/6 AS MANUFACTURED BY INCRIETE SYSTEMS. PROVIDE 18' X 18' CHAMFER
<br />AT CORNERS.
<br />DOMESTIC WATER SERVICE REQUIREMENTS:
<br />THE DOMESTIC WATER SERVICE SWAL.L 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 IS OVER 65 PSI, A PRESSURE REDUCING VALVE TO BE
<br />PROVIDED BY THE SHELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER
<br />50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SHALL
<br />BE PROVIDED AND INSTALLED.
<br />IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING,
<br />THE PLUMBING CONTRACTOR SHALL PERFORM A PRESSURE TEST, SHOULD THE
<br />PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL
<br />CONTRACTOR SHALL 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" THK, 31000 PSI CONCRETE
<br />SIDEWALK REINFORCED WITH 6 X
<br />61 WI A X WI A W.W.M. OVER
<br />COMPACTED FILL
<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 SIDEW,
<br />PIPE LOCATIONS,
<br />SECTION 'A'
<br />AS.
<br />DOWNSPOUT
<br />CONNECTION DETAIL
<br />SCALE: 1 1/2' - 1'-0"
<br />BIKE RACK SPECIFICATIONS.
<br />NO SCALE
<br />SIDEWALK DRAIN DETAILS
<br />SCALE: I' - 1'-0"
<br />
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