HomeMy WebLinkAboutC300 - Storm Water Poll. & Prev.Plan-C301755 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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756
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755
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756 755
754755755755754
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755
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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 755.8ZZSF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF SF SF SF SFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SF
SFSFSFSFSFSFSFSFPOSTING SIGN
LOCATION
CONCRETE
WASH OUT AREA
DEBRIS CONTROL
AREA
TEMP. CONSTRUCTION
STAGING AREA
PORT-O-LET
EARTHWORK CONTRACTOR SHALL
INSTALL 20' x 150' MIN. STONE ACCESS
DRIVE PRIOR TO CONSTRUCTION.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: 317.849.5942TEMP. STORM WATER POLL. & PREV. PLANSECTION FIVEC301
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.
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
ÜA9.Specific Points Where Stormwater Discharge Will Leave this Site:
This site will discharge to existing detention basins VS3 and DD2
constructed with previous development. Basins VS3 and DD2 ultimately
outlet to White River.
SF SF SF
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
PAUL CLAIRE
PHONE: (317) 714-3346
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 - C301Modified / By:May 12, 2021 12:54:41 PM / ecarsonPlotted / By:May 13, 2021 8:39:07 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...ÜA9.