HomeMy WebLinkAboutC300 Storm Water Poll. & Prev. Plan S4A-C300JAMES DEAN DRIVE750
750750750755
747747
748
748749
749
751
751751751751751752752752752752752
752
752
753753
7
5
3753753
753754754754754754756 756
756
756
757 756EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
EX. MH. #720
T.C.=755.45
8" S.D.R. 35 P.V.C S
INV.=743.86
8" S.D.R. 26 P.V.C N
INV.=743.76
EX. MH. #721
T.C.=754.91
8" S.D.R. 35 P.V.C N
INV.=748.26
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
EX. MH. #722
T.C.=756.30
8" S.D.R. 26 P.V.C N
INV.=742.86
8" S.D.R. 26 P.V.C W
INV.=742.76
INV.=745.14
EX. MANHOLE #802
T.C.=755.43
18" R.C.P. N
INV.=749.93
18" R.C.P. SE
INV.=749.83
12" R.C.P. W
INV.=750.28
EX. MANHOLE #805
T.C.=754.08
24" R.C.P. N
INV.=748.55
27" R.C.P. S
INV.=748.45
12" R.C.P. W
INV.=749.83
EX. DBL. CURB INLET #814
T.C.=754.09
12" R.C.P. E
INV.=750.04
EX. CURB INLET #816
T.C.=753.40
12" R.C.P. SE
INV.=750.16
EX. END SECTION #809
27" R.C.P. N
INV.=747.23
EX. CURB INLET #813
T.C.=755.25
12" R.C.P. W
INV.=751.66
12" R.C.P. E
INV.=751.56
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 116
INV.=747.21
EX. BOX CULVERT 117
INV.=747.19
20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
INV.=748.03
36" R.C.P. S
INV.=747.93
24" R.C.P. E
INV.=748.03
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. YARD INLET #880
T.C.=753.32
18" R.C.P. NE
INV.=749.40
18" R.C.P. S
INV.=749.40
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458A
12" R.C.P. S
INV.=747.20
EX. END SECTION #143
12" R.C.P. S
INV.=747.19
EX. END SECTION #143A
12" R.C.P. S
INV.=747.14
EX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #810
T.C.=753.00
12" R.C.P. W
INV.=749.63
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W
INV.=749.11 15' D&U.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.756
CHERRY CREEK BOULEVARDWILBUR ROAD(PRIVATE)ANTIQUITY
DRIVE
JAMES DEAN DRIVEEX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION.
POSTING SIGN
LOCATION
SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
DEBRIS CONTROL
AREA
TEMP. CONSTRUCTION
STAGING AREA
PORT-O-LET
Z Z
CONCRETE
WASH OUT AREA
2' SUMPED CATCH BASIN (BMP)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T HA L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942INTIAL STORM WATER POLL. & PREV. PLANSECTION FOUR AC300
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TODD PYATT
PHONE: (317) 379-0184
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
LEGEND
Denotes Construction Limits
Denotes Silt Fence
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
SF SF SF
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
PLACE IN THE FORM OF TEMPORARY SEEDING,
MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION
LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.
4. THERE ARE NO PROPOSED BMP STRUCTURESFOR
THIS PHASE OF DEVELOPMENT.
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
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File Name:S:\55115-PYT-S4\DWG\C300 Storm Water Poll. & Prev. Plan S4A.dwg - C300Modified / By:August 14, 2020 3:18:52 PM / dmetzPlotted / By:August 14, 2020 3:19:42 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM