HomeMy WebLinkAboutC305 Storm Water Poll. & Prev. Plan S4B-C307750750
75 5
755751751
752
753
754
754756
756757 757750750755755755751751752752753753754754756758
756
756
757 757756EX. MH. #735
T.C.=755.73
8" S.D.R. 35 P.V.C N
INV.=750.21
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #726
T.C.=758.49
8" S.D.R. 26 P.V.C N
INV.=744.62
8" S.D.R. 26 P.V.C S
INV.=744.52
8" S.D.R. 26 P.V.C W
INV.=746.23
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
EX. 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
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
EX. MH. #724
T.C.=757.23
8" S.D.R. 26 P.V.C N
INV.=743.60
8" S.D.R. 26 P.V.C S
INV.=743.52
8" S.D.R. 26 P.V.C W
INV.=745.14
EX. MH. #734
T.C.=757.89
8" S.D.R. 35 P.V.C S
INV.=748.92
8" S.D.R. 26 P.V.C E
INV.=748.82
8" S.D.R. 35 P.V.C N
INV.=749.70
EX. CURB INLET #803
T.C.=755.18
18" R.C.P. NW
INV.=749.74
21" R.C.P. S
INV.=749.64
21" R.C.P. E
INV.=749.74
EX. CURB INLET #804
T.C.=754.42
21" R.C.P. N
INV.=749.14
24" R.C.P. S
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. 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. YARD INLET #801
T.C.=755.97
18" R.C.P. N
INV.=750.90
18" R.C.P. S
INV.=750.80
EX. YARD INLET #800
T.C.=755.77
15" R.C.P. N
INV.=751.41
18" R.C.P. S
INV.=751.31
EX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
20' Force Main Easement Inst.
No.: 2008-043639
EX. YARD INLET #836
T.C.=756.37
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EX. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
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. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
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. #726
T.C.=756.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
EX. MH. #727
T.C.=756.66
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. MH. #724
T.C.=758.66
8" S.D.R. 35 P.V.C E
INV.=751.07
EX. MH. #226
T.C.=758.65
8" S.D.R. 35 P.V.C W
INV.=749.66
8" S.D.R. 35 P.V.C E
INV.=749.56
EX. MH. #723
T.C.=758.23
8" S.D.R. 35 P.V.C W
INV.=749.17
8" S.D.R. 35 P.V.C E
INV.=749.13
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
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 75775
8
756756
751
752
753
BIRTHRIGHT WAY
WILBUR ROAD ANTIQUITY
DRIVE
BIRTHRIGHT WAY
PICKETT PLACE
JAMES DEAN DRIVE(PRIVATE)
(PRIVATE)
EX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W
G.C.A. #12
5,988 sq.ft.
VAR. D.U.S.S.&
10' B.L. 10' B.L. 10' B.L.
10' B.L. 10' B.L. 10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.VAR. D.U.P.A.E.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
PICKETT PLACE
LARSON DRIVE15' D&U.E.15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.
15' D&U.E. 15' D&U.E. 15' D&U.E.10' D.U.&S.S.E. 10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E. 10' D.U.&S.S.E.
10' D.&U.E. 10' D.&U.E. 10' D.&U.E.10' D.&U.E. (PRIVATE)(PRIVATE)(PRIVATE)EX. LAKE #2 (DD2)
N.P.=750.00
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
T.O.B.=756.00
15 L.F. 12" R.C.P. @ 0.47%
240 L.F. 15" R.C.P. @ 0.22%
191 L.F. 15" R.C.P. @ 0.31%
15 L.F. 12" R.C.P. @ 1.40% 115 L.F. 18" R.C.P. @ 0.18%188 L.F. 12" R.C.P. @ 0.30%113 L.F. 18" R.C.P. @ 0.14% 191 L.F. 15" R.C.P. @ 0.18%
15 L.F. 12" R.C.P. @ 1.00%
160 L.F. 12" R.C.P. @ 0.61%WILBUR ROADL.C.A. #11
3,150 sq.ft.
8687 88 89 90 91 92 141 140 139 138 137
9998 97 96 95 94 93 132 133 134 135 136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175
WW W W W W W W W W WL.C.A. #10
2,726 sq.ft.W W W W WSF SF SF SF SF SF SF SF SF SF SFSF SFSF SF SF SF SF SF SF SF SF SF SFSF SFSF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SFSF SF SF SF SFSF SF SF SFSFSF SF SF SFSF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SFSF SFSF SF SF SF SF SF SF SF SF SF SF
SF SFSFSF SF SF SF SF SF SFDATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.S T O E P P E L W E R T H A L W A Y S O N7965 East 106th Street, Fishers, IN 46038-2505phone: 317.849.5935 fax: 317.849.5942PERM. STORM WATER POLL. & PREV. PLANSECTION FOUR BC307
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
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
DENOTES PERMANENT SEEDING & MULCH AREAS
SEEDING RATE:
SEEDING MIXTURE:
130#/ACRE OR 3#/1000 S.F.
25% CREEPING RED FESCUE
35% PERENNIAL RYE
40% KENTUCKY BLUEGRASS
DENOTES SEEDING W/FIBER BLANKET #S75 BY NORTH
AMERICAN GREEN
SEEDING RATE:
SEEDING MIXTURE:
110#/ACRE OR 2.5#/1000 S.F.
38% KENTUCKY 31 FESCUE
19% PERENNIAL RYE
19% ANNUAL RYE
14% ORCHARD GRASS
10% KENTUCKY BLUEGRASS
DENOTES TEMPORARY SEEDING & MULCHING
SEEDING RATE:
SEEDING MIXTURE:
50#/ACRE
100% PERENNIAL RYE
SF SF
NOTES
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 NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5
ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING
SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS
THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY.
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C305 Storm Water Poll. & Prev. Plan S4B.dwg - C307Modified / By: March 17, 2020 10:11:22 AM / jthurmanPlotted / By: March 18, 2020 12:35:29 PM / Kenny Mitchell09/11/20