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
*
* *
*
* **
*
*
*
*
*
*
* *
*
*
*
* *
> 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+50 755.48 9+00 754.88 9+50754.7410+00755.0410+50755.33 11+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+22.37 756.27 LP6+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+32.35754.69 LP10+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 728LARSON DRIVE(PUBLIC)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.50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
T.C.=755.50
731T.C.=754.90
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
757.6755.7 756.0755.1756.2756.3756.6 756.6 757.1756.0756.6755.7754.8754.4755.3755.7755.1756.6757.1 755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0755.0754.3754.5755.2756.3 757.1
H.P.
756.3 757.1
757.1757.1 756.0755.6
758.3757.9757.9 757.9757.9757.9
756.0 756.1 755.9 755.9 756.2 757.4 757.4 756.9 755.4 755.9755.3
758.3
757.2757.2 757.1757.2755.6 755.0757.0756.7 757.5 757.4 756.9 757.4 756.0756.9757.4756.2755.5755.6755.6755.9755.6755.6755.4755.3757.0
757.1 755.6756.3
757.5
H.P.
757.3
H.P.754.8755.0757.7757.230' B-B
30' B-B
30' B-B
30' B-B 30' B-B 30' 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%
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
**
858.
819
755
755756757756756756
75 7
756
75
5
755
755
756 755
754755755755754
75
5
7
5
6
757
75 5
755756
75
6
757
756
757 753757756755756
756
756 756
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 MLAG754.0 MLAG 754.0 MLAG 754.0
MLAG 755.4MLAG755.4 MLAG 755.4 MLAG 757.4MLAG 757.4MLAG 755.4
MLAG 757.3MLAG 757.3MLAG 757.3 MLAG 757.3 MLAG 756.0MLAG 756.0MLAG 757.4MLAG 757.4MLAG 756.1 MLAG 756.1 MLAG 756.1
MLAG 756.1 MLAG 756.1 MLAG 756.1
MLAG 756.0
MLAG 756.0
MFF 756.5 MFF 757.2 MFF 757.6 MFF 757.6 MFF 756.6 MFF 756.6 MFF 756.6
MFF 756.3
MFF 756.7 MFF 756.7
MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 758.6 MFF 759.0 MFF 759.0
MFF 756.2 MFF 756.2 MFF 756.6
MFF 757.9MFF 757.9MFF 757.8MFF 757.8MLAG 757.4MLAG 757.4MFF 757.9MFF 758.0 MFF 757.9MFF 757.9MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.1 MFPG 758.5 MFPG 758.5
MFPG 756.1 MFPG 756.1 MFPG 756.1 MFPG755.4 MFPG755.4 MFPG 755.4MFPG 756.0 MFPG 756.0MFPG 756.0MFPG 757.3MFPG 757.3 MFPG 757.3 MFPG 757.3MFPG 757.4MFPG 757.4MFPG 756.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0 MFPG 754.0
MFPG 755.4
MFPG 754.0 MFPG 754.0 MFPG 754.0
MFPG 757.4MFPG 757.4MFPG 757.4MFPG 757.4MFPG 756.1 MFPG 756.1MFPG 756.1MLAG756.1
MFPG 756.1
754.6
MLAG756.1
MFPG 756.1
MLAG 756.1
MFPG 756.1
MLAG 756.1
MFPG 756.1
T.C.=755.30
756.1
756.3 755.1* * LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
* * SF SF SF SFS
F
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SFSFSF SF SF SF SF
SF SFSF SF SF SF SF
SF SFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF
SFSFSFSFSF SFSF 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 DATE 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 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 FIVEC302REVISED PER CITY OF CARMEL COMMENTS06/24/21AECREVISED PER CITY OF CARMEL COMMENTS 07/26/21 AECGRAPHIC 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 2 PROPOSED SUMPED STRUCTURES FOR THIS PHASE OF
DEVELOPMENT.
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C300 - Storm Water Poll. & Prev.Plan.dwg - C302Modified / By: July 26, 2021 11:39:55 AM / ecarsonPlotted / By: July 26, 2021 11:50:15 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .2' SUMP
2' SUMP
08/09/21