HomeMy WebLinkAboutC300 - Erosion Control-C302EX. SANITARY
MH #JG 601
(OUTSIDE DROP)
T.C.=857.54
18" PS115 NE
INV.=833.65
18" PS115 S
INV.=833.55
8" S.D.R. 35 P.V.C. W
INV.=848.79
EX. SANITARY MH #JG 600
T.C.=858.06
18" PS115 SW
INV.=833.91
EX. CURB INLET #800
T.C.=856.29
12" R.C.P. SW
INV.=852.57
EX. CURB INLET #801
T.C.=856.31
12" R.C.P. NE
INV.=852.49
12" R.C.P. W
INV.=852.39
EX. YARD INLET #666
T.C.=853.72
12" R.C.P. S
INV.=850.16EX. CURB INLET #679
T.C.=853.20
12" R.C.P. S
INV.=848.85
12" R.C.P. N
INV.=848.95
EX. CURB INLET
W/ 2' SUMP #680
T.C.=853.14
12" R.C.P. N
INV.=848.59
15" R.C.P. S
INV.=848.49
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. YARD INLET #691
T.C.=853.38
12" R.C.P. E
INV.=849.96
EX. OUTLET
CTRL. STR. #693
T.C.=853.31
12" R.C.P. W
INV.=850.85
EX. OUTLET
CTRL. STR. #697
T.C.=851.69
12" R.C.P. SW
INV.=845.21
EX. CURB INLET #672
T.C.=853.51
12" R.C.P. S
INV.=849.56
EX. CURB INLET
EX. CURB INLET #668
T.C.=854.22
12" R.C.P. N
INV.=848.72
12" R.C.P. SE
INV.=848.62
EX. YARD INLET #667
T.C.=852.48
12" R.C.P. S
INV.=848.98
EX. END SECTION #678
15" R.C.P. N
INV.=853.02
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #696
12" R.C.P. NE
INV.=848.99
EX. END SECTION #695
12" R.C.P. SW
INV.=849.46
EX. END SECTION #694
12" R.C.P. E
INV.=850.69
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
EX. END SECTION #698
12" R.C.P. NE
INV.=844.41
C.A. #28
C.A. #29
314
BLOCK 'N'
312 313 315 316
EX. BMP 15A EX. BMP 15B
EX. BMP 15CEX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29
C.A. #27
**
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*
*
STA.
1
0
+
0
5.
2
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100-Yr.
E
L.
8
5
2.
3
5
5'SIDEWALK
1
+
5
0
8
5
6
.
8
2
2+
0
0
85
7
.
4
2
2+50
858.02
3+00
858.62
3+50
859.22
4+00
859.80
4+50
859.86
5+00
859.56
5+50
859.50
6+00
860.08
6+50
860.68
7+00
861.28
8+00
860.85
8+50
859.17
9+00
857.67
4+28.31
859.94
HP
5+29.73
859.43
LP7+40.20
861.58
HP
9
+
5
2
.
8
9
85
7
.
1
3
L
P
807
803
324 L.F. 12" R.C.P. @ 0.41%
245 L.F. 15" R.C.P. @ 0.45%
684
676
677
30 L.F. 12" R.C.P. @ 0.34%
678181 L.F. 15" R.C.P. @ 1.33%806
805
237 L.F. 12" R.C.P. @ 0.30%
275 L.F. 12" R.C.P. @ 0.37%1+04.10856.44WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W W W
WWWWWWWT.C.=858.06
T.C.=857.57T.C.=857.20
T.C.=860.40
T.C.=861.30
T.C.=862.40
T.C.=861.50
804
164 L.F. 21" R.C.P. @ 0.37%MFF=862.00MFF=862.00MFF=861.80MFF=861.80
MFF=861.10
MFF=861.10
MFF=861.10MFF=861.20MFF=862.10MFF=862.80MFF=862.20
MFF=859.60
MFF=862.40
MFF=862.40
MFF=862.40
MFF=862.40
MFF=862.40
MLAG=860.6
MFPG=860.6
MLAG=861.3
MFPG=861.3
MLAG=861.5
MFPG=861.5
MLAG=861.5
MFPG=861.5MLAG=861.3
MFPG=861.3
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=856.0
MFPG=856.0
MLAG=861.4
MFPG=861.4
ML
A
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=
8
6
1
.
4
MFP
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=
8
6
1
.
4
MLAG=861.4MFPG=861.4
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=860.6
MFPG=860.6
MLAG=859.0
MFPG=859.0MLAG=859.0MFPG=859.0MLAG=859.0MFPG=859.0MLAG=859.0MFPG=859.0MLAG=859.0
MFPG=859.0
ML
A
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8
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MFP
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MLAG=859.0MFPG=859.0MLAG=860.6MFPG=860.6
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40'
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35' D.&U.E.
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20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.15' R.D.E.15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.93'
70'35'76'70'110'110'70'110'70'93'70'70'102'70'112'70'112'70'122'70'112'89'
70'
89'70'85'70'132'70'
70'137'70'117'10+00857.5610+50858.6611+00859.7811+50860.6012+00
860.50
12+50
860.20
13+
0
0
859
.
9
0
14+00859.8014+50860.1015+00860.4011+66.61860.66HP15+28.92860.57GRD.CHG.13+59.12859.61LP1.20
%
1.20%-0.60%1.20%-3.90%0.60%-0.60%2.25%857
858
859856857858859860860857858859683
30' D.&U.E.30' D.&U.E.30' D.&U.E.30' D.&U.E.JG714
JG713
JG712
JG600
JG711
JG601
JG710ALMOND CREEK DRIVE(PRIVATE)A L M OND CREEK
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ALMOND CREEK DRIVE (PRIVATE)
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
170 L.F. SWALE @ 1.00%60 L.F. SWALE @ 1.00%94 L.F. SWALE @ 1.00%
125 L.F. SWALE @ 1.18%145 L.F. SWALE @ 1.00%130 L.F. SWALE @ 1.00%127 L.F. SWALE @ 1.00%110 L.F. SWALE @ 1.00%99 L.F. SWALE @ 1.65%145 L.F. SWALE @ 1.27%147 L.F. SWALE @ 1.75%147 L.F. SWALE @ 3.25%862.6 M.E.862.0 M.E.863.0 M.E.862.0 M.E.
860.4860.4
861.6 H.P.860.5
860.1860.7
860.4
859.8861.0
861.0
861.5861.0860.8860.1860.5H.P.860.7
862.7 M.E.859.2862.1M.E.862.3M.E.862.4M.E.862.0M.E.861.9M.E.861.1 M.E.
860.5H.P.859.2
861.0861.0861.0 M.E.
861.0 H.P.861.4862.3861.0
859.4
861.3
860.8861.2861.2861.2860.3859.8860.1860.5858.7859.5860.2860.5860.1859.8854.7M.E.856.7M.E.858.4854.0 M.E.854.0M.E.859.7860.1859.4854.0 M.E.
857.0 857.0857.0
854.0 M.E.861.5861.1861.9861.6860.8861.2857.0
854.0 M.E.
857.0
854.0 M.E.857.9859.2858.2861.5860.9861.5861.8
861
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862
.2M.E
.
861.8 861.5862.1864.9M.E.863.8M.E.862.3M.E.855.5M.E.854.2854.2859.0859.3861.7861.6863.4M.E.863.5858.7859.6859.8
854.8854.8 856.4858.1860.4
333
861.3
332
861.3
331
861.3
330
861.6
329
861.6
328
862.3
327
862.3
326
861.9
325
863.5
324
862.3
323
861.3
322
861.9
321
862.1
320
861.5
319
860.5
318
860.5
317
859.8
862.0M.E.
862.6 M.E.862.3M.E.
860.5
860.0
857.7857.3857.2M.E.855.0 M.E.855.3M.E.856.2M.E.856.7
M.E.
855.9
M.E.
856.0
M.E.861.6862.0M.E.
855.8
857.3
860.2
862.3
859.4
860.5
861.2861.9860.9860.8
861.4861.6M.E.145 L.F. SWALE @ 1.00%145 L.F. 15" R.C.P. @ 0.32%C.O.5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5'SIDEW
ALK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80%
810
809
808
30' D.&U.E.
5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.
E.
&
L.
B.
5' T.P.E.&L.B.5' T.P.E.&L.B.50' I.E.E.&
D.U.
&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&
D.U.&S.S.E.
50' I.E.E.&
D.U.&S.S.E.30' B-B30' B-
B LCSPRING MILL ROADSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
S
F
SFSFSFSFSFSFSFSF SF SF
SFSFSFSFSFSFSFSFSFSF
S
F
SFSFS
F
SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
NORTHVALE BLVD
MENDENHALLDRIVEDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.PERMANENT STORM WATER POLLUTION PREV. PLANC302
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C300 - Erosion Control.dwg - C302Modified / By:May 8, 2020 2:20:52 PM / dmetzPlotted / By:September 2, 2020 7:55:46 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMWILLIAM
S
C
R
E
E
K
JACKSONS GRANT ON
WILLIAMS CREEK,
SECTION 6
ROBERT M. &
SYDNEY J. BOOK
ROBERT M. &
SYDNEY J. BOOK
ELIZABETH
MITCHELL
RYAN W. &
AMANDA O'ROURKE
ROBERT A. &
JOHANNA M. GALLAGHER
ROBERT A. &
JOHANNA M. GALLAGHER
ADAM & KELLEYBRODERICKCHRISTOPHER &BROOKE MATTSONCRYSTAL B. WAGNERFREDERICK G. &JACQUELYN A. WINTERSDILLON, JAMES CHRISTIAN &
SUSANNAH HARGER DILLON
DAVID E. &
EMILY R. MATTHEWS
RICHARD W. &
PHYLLIS J. SCHNUTE
LEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
DENOTES PERMANENT SEEDING & MULCH AREAS
Seeding rate:
Seeding mixture:
130 lbs / acre or 3 lbs / 1,000 sqft
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 lbs / acre or 2.5 lbs / 1,000 sqft
38% Kentucky 31 fescue
19% perennial rye
19% annual rye
14% orchard grass
10% Kentucky bluegrass
DENOTES TEMPORARY SEEDING & MULCH AREAS
Seeding rate:
Seeding mixture:
50 lbs / acre
100% perennial rye
DENOTES UPLAND WOODLAND MIX GRASS
SEE CHART BELOW
EXISTING STORM MANAGEMENT AREA 2 SIGNAGE
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DOUG WAGNER
PHONE: (317) 770-7011
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)
WI
L
L
I
A
M
S
C
R
E
E
K
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
NOTES
ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
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.
CONTRACTOR TO STAY WITHIN CONSTRUCTION LIMITS TO MAINTAIN
VEGETATIVE BUFFER AREAS.
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.
ANY STORM MANAGEMENT AREA 2 SIGNAGE DISTURBED OR
DAMAGED DURING CONSTRUCTION SHALL BE RESTORED OR
REPLACED, IN KIND, BY THE CONTRACTOR. REFER TO V3 DESIGN
DEVELOPMENT DOCUMENTS FOR DETAILS.
2' SUMP
2' SUMP
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014
PLANTING SCHEDULE
UPLAND WOODLAND MIX
TYPE OF SEED - GRASSES
LATIN NAME COMMON NAME Oz / Acre
Carex cephalophora Short-Headed Bracted Sedge 1
Carex gracillima Graceful Wood Sedge 1
Carex sparganioides Canada Wild Rye 1
Diarrhena americana American Beak Grass 8
Elymus riparius Riverbank Wild Rye 3
Elymus villosus Hairy Wild Rye 2
Elymus virginicus Virginia Wild Rye 64
Hystrix patula Bottlebrush Grass 16