HomeMy WebLinkAboutC300 Storm Water Poll. & Prev. Plan S4A-C302JAMES DEAN DRIVE750
750750750755
747747
748
748749
749
751
751751751751751752752752752752752
752
752
753753
7
5
3753753
753754754754754754756 756
756
756
757
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
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
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
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
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 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. 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. 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. 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 10' D.U.&S.S.E.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.CHERRY CREEK BOULEVARD
ANTIQUITY
DRIVE
JAMES DEAN DRIVEEX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF
SFSFSF50' R/W30' B-B0+25754.336+97
755.38
0+00
754.16
1+00
754.27
2+00
754.48
3+00
755.15
4+00
755.82
5+00
755.64
0+50
754.28
1+50
754.17
2+50
754.82
3+50
755.48
5+50
755.31
6+50
755.10
50 L.F. 12" R.C.P. @ 0.80%30 L.F. 12" R.C.P. @ 0.30%92 L.F. 12"
R
.
C
.
P
.
@
0
.
5
3
%117 L.F. 15" R.C.P. @ 0.87%112 L.F. 27" R.C.P. @ 0.10%30 L.F. 12" R.C.P. @ 0.30%137 L.F. 12" R.C.P. @ 0.77%248 L.F. 12" R.C.P. @ 0.51%
HP
4+36.87
756.00
LP
6+14.60
754.94
GRD.CHG.
1+85.53
754.39
HP
0+74.71
754.42
LP
0+19.08
754.09
LP
1+30.89
754.12 GRD.CHG.0+13.38754.11236 L.F. 21" R.C.P. @ 0.14%2+64756.541+00755.422+00756.160+50754.982+50756.461+00
755.59
2+00
754.99
3+00
755.27
4+00
756.05
1+50
755.29
3+50
755.66
184A
756.6
183A
756.6 182A
756.2
66A
756.6 67A
756.7
68B
757.0
180B
756.0
181B
756.0 65B
756.0
64B
756.0
63B
757.1
176B
755.0 62A
756.0
754.7
754.0
754.1
754.1
756.2
753.4754.9755.4755.9756.3755.9755.3
756.1755.5
754.0754.7754.4754.1754.7755.0
754.6 755.5756.7755.2
756.0
184B
756.6
183B
756.6 182B
756.2
66B
756.6 67B
756.7
68A
757.0
62B
756.0
61A
756.3
61B
756.3
60A
756.7
60B
756.7
176A
755.0
177B
755.5
177A
755.5
178B
755.0
178A
755.0
179B
756.0
179A
756.0
180A
756.0
181A
756.0 65A
756.0
64A
756.0
63A
757.1
2+64752.131+00754.552+00753.940+50753.832+50752.53GRD.CHG.1+52.00755.30GRD.CHG.0+13.38753.74GRD.CHG.0+35.01753.61GRD.CHG.
0+12.00
755.40
GRD.CHG.
0+62.45
755.81
GRD.CHG.
2+36.21
754.77
GRD.CHG.
4+35.99
756.34
GRD.CHG.
4+72.00
756.12 GRD.CHG.0+13.38754.66GRD.CHG.1+52.00755.8730 L.F. 12" R.C.P. @ 0.43%31 L.F. 12" R.C.P. @ 0.33%311 L.F. 30" R.C.P. @ 0.27%755.8 755.4 755.9 756.5756.2ANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)MLAG 757.3
MFF 757.3MFF 757.3MFF 757.3MFF 757.3MFF 757.3MFF 757.3MFF 757.3
MFF 755.8
MFF 755.8
MFF 756.7
MFF 756.7
MFF 755.8
MFF 755.8
MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.8 MFF 757.8
MFF 757.8
MLAG 755.0
MLAG 757.3MLAG 757.3MLAG 755.9MLAG 757.8
MLAG 756.8
MLAG 756.8
MLAG 756.8
MLAG 756.8
MLAG 756.8
MLAG 756.8MLAG 756.8MLAG 756.8MLAG 756.8MLAG 756.8
MLAG 755.9
MLAG 755.3MLAG 755.3MLAG 755.3MFF 757.8
MFF 757.8
MFF 757.8
MFF 756.7
MFF 756.7
ALLEY EAST(PRIVATE)23 L.F. 12" R.C.P. @ 0.30%
14 L.F. 12" R.C.P. @ 0.30%
14 L.F. 15" R.C.P. @ 0.30%
873
845
846
849
867
868
869
872
750
753752751
754
755847
875
874
876
877
878756.6756.0753.7 753.7 753.7 753.8
755.1 754.9 755.4 756.0
756.0756.0756.0757.1755.2754.8756.3
MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3 MFF 757.3LARSON DRIVELARSON DRIVE(PUBLIC)*
**
CHERRY CREEK BOULEVARD
ANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
755.0 756.2756.2440' L.F. OF PROPOSED 6" SSD
229' L.F. OF PROPOSED 6" SSD511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
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: 317.849.5942PERM. STORM WATER POLL. & PREV. PLANSECTION FOUR AC302
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
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.
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.
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:
l30#/acre or 3#/l000 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:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
SF SF SF
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 - C302Modified / By:August 14, 2020 3:18:52 PM / dmetzPlotted / By:August 14, 2020 3:19:52 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM