HomeMy WebLinkAboutC300 - Storm Water Poll. & Prev.Plan-C302755 753753751
750
748749
751752
753
755757755
EX. MH. #705
T.C.=756.32
10" S.D.R. 26 P.V.C N
INV.=736.96
10" S.D.R. 26 P.V.C S
INV.=736.94
8" S.D.R. 26 P.V.C W
INV.=747.46
EX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
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. #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. 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.=753.15751
752
753
754
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
15" R.C.P. E
INV.=751.77
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
INV.=752.11
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
INV.=753.72
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. #791
T.C.=758.54
8" S.D.R. 35 P.V.C W
INV.=750.60
8" S.D.R. 35 P.V.C E
INV.=750.50
EX. MH. #790
T.C.=758.69
8" S.D.R. 35 P.V.C E
INV.=751.59
EX. MH. #769
T.C.=756.93
8" S.D.R. 35 P.V.C S
INV.=748.45
8" S.D.R. 35 P.V.C N
INV.=748.55
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
750 749
751752
753
750749
751 752
750
748 749
751 752748 750
748 749
751 752 753 754747750749751752750
748749
751752
EXISTING PATH
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> o o o > o o o > o o o > o o o> o o o> o o o > o o o > o o o> o o o> o o o10+50
754.99
0+50
754.91
1+00
755.35
1+50
755.78
2+00
756.22
2+50
756.23
3+00
755.63
3+50
755.02
4+00
754.42
4+50
753.99
5+00
754.27
5+50
754.83
6+00
755.37
6+50
755.36
7+00
755.01
7+50
754.66
9+00
754.07
9+50
753.86
10+00
754.39
0+00756.771+00755.370+50756.076+00756.665+50756.366+89752.843+59756.704+00756.094+50755.345+00754.725+50754.236+00753.736+50753.2311+18754.558+00756.088+50755.489+00754.889+50754.7410+00755.0410+50755.3311+00754.88818317 L.F. 18" R.C.P. @ 0.33%100 L.F. 21" R.C.P. @ 0.44%820
30 L.F. 21"
R.C.P. @ 0.47%
821
60 L.F. 21" R.C.P. @ 0.47%
857
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%860
15 L.F. 21" R.C.P. @ 0.27%
866
15 L.F. 15" R.C.P. @ 0.53%5+22.37756.27LP6+15.22756.75GRD.CHG.4+55.66
753.98
LP 6+23.01
755.49
HP 7+77.15
754.56
LP 9+37.32
753.83
LP8+23.00
754.98
GRD.CHG.8+36.37
754.70
GRD.CHG.8+09.62
754.70
GRD.CHG.0+13.38
754.59
GRD.CHG.2+26.32
756.36
HP9+32.35754.69LP10+55.79755.34HP874
873
15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
875
31 L.F. 12" R.C.P. @ 2.72%
730
729 728
LARSON DRIVE(PUBLIC)LARSON DRIVE(PRIVATE)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)SPURR LANE(PRIVATE)50' I.E.E.
50' I.E.E.
V.A.R. R/W
BIKE PROMENADE 50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
T.C.=755.50
731T.C.=754.80
T.C.=755.10
> o o oV.A.R. R/W
BIKE PROMENADE
817 JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)1.20%
-2.08%
-1.00%-1.40%2.08%
-0.70%1.10%-1.21%0.60%50' R/W
757.6755.6756.0755.1756.2755.1756.3756.6 756.6 757.1756.0756.6755.7754.8754.4755.3755.7755.1756.6757.1 755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0754.3754.5755.2756.3 757.1
H.P.
756.3 757.1
757.1757.1756.0755.6
758.3757.9757.9757.9757.9757.9
756.0756.1755.6755.5756.2757.4757.4756.9 755.4 755.9755.3
758.3
757.2757.2756.0756.0755.6 755.0757.0756.7757.5757.4756.9757.4756.0756.9757.4756.2755.5755.4755.6755.9755.6755.6755.4755.3757.0
757.1 755.6756.3
757.5
H.P.
757.3
H.P.754.8755.0757.7757.630' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B-1.20%0.60%0.87%-1.49%-1.00%121 L.F. SWALE @ 1.00%
80 L.F. SWALE @ 1.00%80 L.F. SWALE @ 1.00%120 L.F. SWALE @ 1.00%40 L.F. SWALE @ 1.00%
859
25'
858A
857A
31 L.F. 12" R.C.P. @ 0.30%
7.82%
EXISTING WESTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=747.40 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.92
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.87
STORAGE PROVIDED @ 751.87=4.10 ACRE-FEET
WHITE RIVER 100-YR=752.00
EXISTING EASTERN DITCH (BUILT BY OTHERS)
BOTTOM ELEV.=745.00 (AT EAST END)
TOP OF BANK ELEV.=752.00
10-YEAR ELEV.=749.34
100-YEAR ELEV. (WITH NO WHITE RIVER TAILWATER)=751.26
STORAGE PROVIDED @ 751.26=3.40 ACRE-FEET
WHITE RIVER 100-YR=752.00
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755
755756757756756756
757
756
75
5
755
755
756 755
754755755755754
755
7
5
6
757
755
755756
75
6
757
756
757 753757756755756
756
756756
757
25'
756.5756.5
44 L.F. 12" R.C.P. @ 0.95%
MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.1 MLAG 758.5 MLAG 758.5
MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0 MLAG 754.0
MLAG 755.1MLAG 755.1MLAG 755.1
MLAG 756.4MLAG 756.4MLAG 755.8
MLAG 757.3MLAG 757.3MLAG 757.3MLAG 757.3MLAG 756.0MLAG 756.0MLAG 757.4MLAG 757.4MLAG 755.3 MLAG 755.3 MLAG 755.3 MLAG 755.8 MLAG 755.8
MLAG 755.3 MLAG 755.3 MLAG 755.3
MLAG 756.0
MLAG 756.0
MFF 756.5 MFF 757.2 MFF 757.6 MFF 757.5 MFF 756.6 MFF 755.8 MFF 756.3 MFF 756.3MFF 756.7 MFF 756.6
MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 759.0 MFF 759.0
MFF 755.6 MFF 755.6 MFF 756.6
MFF 757.9MFF 757.9MFF 757.6MFF 757.6MLAG 756.4MLAG 756.4MFF 755.8MFF 757.2MFF 757.2MFF 755.8SFSFSFSFS
F
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSF SF SF SF SF
SFSFSF SF SF SF SF
SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSF SF SF SF
SFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSF
SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 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 FIVEC302
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
PAUL CLAIRE
PHONE: (317) 714-3346
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.
6
THERE ARE NO PROPOSED BMP STRUCTURESFOR THIS PHASE OF
DEVELOPMENT.
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C300 - Storm Water Poll. & Prev.Plan.dwg - C302Modified / By:May 12, 2021 12:54:41 PM / ecarsonPlotted / By:May 13, 2021 8:39:13 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...2' SUMP
2' SUMP