HomeMy WebLinkAboutBLDG4-6-PARK-PLACE-C3-GRADINGUNIT 0701BUIL
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.BUILDING 7, 704 ADAMS STREETONE STORY MASONRY OFFICE BUILDING10,200 sq. ft.FIN FLOOR = 805.0'BUILDI
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5,255 ± sq.ft.
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843.8
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F.F.E.= 844.34'
OR 100'-0"
F.F.E.= 844.27'
OR 100'-0"
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BUILDING 4
MLAG=843.84'
BUILDING 6
MLAG=843.77'
PROPOSED SWQU XC-2
SEE DETAIL ON SHT. C3
RIM EL. = 843.67'
12" PVC INV. IN NW = 838.00'
12" PVC INV. OUT SE = 838.00'
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PROPOSED STORM MH 1
2'x2' MODIFIED TYPE A BOX
RIM EL. = 843.67'
15" RCP INV. IN NE = 836.30'
15" RCP INV. OUT SW = 836.30'
NEW 12" PVC INV. IN NW = 837.92'
ROOF DRAIN
130' - 6" PVC @ 2.0%
ROOF DRAIN
162' - 6" PVC @ 2.0%
ROOF DRAIN
152' - 6" PVC @ 2.0%
ROOF DRAIN
114' - 6" PVC @ 2.0%
ROOF DRAIN
30' - 8" PVC @ 2.0%
COMBINED ROOF DRAIN
8' - 12" PVC @ 2.0%
4' - 12" PVC @ 2.0%
PROVIDE PIPE BEDDING PER DTL.
TOP
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x 844.06
TOP OF RAMP
1810-028
C3
PROPOSED GRADING PLAN PARK PLACE CENTER BUILDINGSKEELER-WEBB ASSOCIATESTAC SUBMITTAL12-19-2018x
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5 TAC REVISIONS04-11-201911 2
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MINIMUM FLOOD PROTECTION GRADE FOR THIS SITE = 838.95', NOTE
LOCATION OF B.F.E. LINE AT TOP OF BANK OF THE POND. MINIMUM
FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND
OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT
100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS
GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW
WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS
CAN ENTER A BUILDING.
THE STORM SEWER SYSTEM AND
STRUCTURES SHOWN ON THESE
PLANS ARE PRIVATE AND SERVICE
LOT 2 OF BLOCK 2
EXISTING DRAINAGE AREA TO POND = 4.694 Ac.
POND ALLOWABLE RELEASE RATE 0.25 cfs/Ac.
DEVELOPED ALLOWABLE CN = 92
TOTAL DEVEVLOPED AVERAGE CN = 91.9
POND STORAGE CAPACITY AT 100-YEAR ELEV. = 81.64 Ac/ft
POST-DEVELOPED 10-YEAR STORM RUNOFF = 21 cfs
POST-DEVELOPED 100-YEAR STORM RUNOFF = 30 cfs
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DB KLAINCONSTRUCTION2159 Glebe StreetSuite 200Carmel, IN 46032(317) 846-9992BUILDING FOOTPRINT REV.01-12-20222
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2 100-YEAR FLOW PATH 03-08-20223
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