HomeMy WebLinkAboutC300 - Erosion Control-C301C.A.#38
C.A. #26
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SS 843.72843.85843.57843.83844.35844.46844.05844.32844.14T.P.842.81844.51844.46844.20844.20844.26844.08844.36844.52844.40836.69836.77843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25842.60842.47841.50841.35C.O.841.70841.59842.52EX. 8'
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> o o o > o o o > o o o > o o o > o o o > o o o
10+00
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JG607
JG715
JG719
JG716
JG717 JG718
JG606
JG834
75 L.F. SWALE @ 3.51%196 L.F. SWALE @ 1.00%1.22%-1.25%
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LP8+48.72859.29GRD.CHG.10+75.36
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GRD.CHG.9+24.49860.00HP0+50853.371+00852.651+50852.772+00853.073+00853.043+50852.744+00
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FW(FIRM)FW(
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FW(
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M)841.0M.E.858.7858.830' B-BW W W W W W W
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MEN
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E EXMOOR DRIVEEXMOOR DRIVE30' B-B30' B-B30' B-B
852.8852.960'55'55'60'55'60'55'6
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5
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55'85'55'65'5
5
'65'5
5
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5
'
BLOCK 'O'
66,245 sq. ft.
T.C.=855.50
T.C.=853.10
T.C.=852.80
T.C.=859.00
150 L.F. 6" SSD
RISER
T.C.=861.1
5' SIDEWALK
10' B.
L
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10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.1
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5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALKC.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
C.O. III
V
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
VAR. B.M.P.E. & R.D.E. & U.E.
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
I
V
A
T
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)VAR. BUFFER&L.B.&R.D.E.34 L.F. 24" R.C.P. @ 0.49%
62 L.F. 24" R.C.P. @ 0.30%
70
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30 L.F.
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@ 0.30%
40 L.F.
21" R.C.P.
@ 0.30%
103 L.F. 21" R.C.P. @ 0.30%
13 L.F.
18" R.C.P.
@ 0.52%
30 L.F. 12" R.C.P. @ 0.30%
21 L.F. 12" R.C.P. @ 0.82%160 L.F. 18" R.C.P. @ 0.37
%
30 L.F. 18" R.C.P. @ 0.30%135 L.F. 15" R.C.P. @ 0.30%15 L.F. 15" R.C.P. @ 0.30%
30 L.F.
15" R.C.P.
@ 0.30%
30 L.F. 12" R.C.P. @ 0.30%
15 L.F. 15" R.C.P. @ 0.30%
51 L.F.
15" R.C.P.
@ 0.30%161 L
.F
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.C
.P
.
@
0
.31%112 L.F. 21" R.C.P. @ 0.18%75 L.F. 12" R.C.P. @ 0.30%100' WIDE TREEPRESERVATIONEASEMENTD2D1
I1
H1
E1E2
E3
F1
F2
F3
F4
G2
G3
G4
B1
B2
B3
B4
B5
B8
C1
C2
A2
A1
B6
G5
10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
C.A.#8-1
80,716 sq. ft.
C.A.#8-2
180,267 sq. ft.
C.A.#8-3
17,795 sq. ft.
C.A.#8-4
4,593 sq. ft.
C.A.#8-5
2,605 sq. ft.C.A.#8-68,670 sq. ft.BLOCK 'O'
66,245 sq. ft.
BLOCK 'P'
23,840 sq. ft.BLOCK 'Q'8,486 sq. ft.VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.(PRIVATEALLEY)C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=859.1
65 L.F. 6" SSD
857.6M.E.858.0M.E.856.7M.E.100' WIDE TREEPRESERVATIONEASEMENTH2
B7
I2
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83 L.F. 18" R.C.P. @ 0.10%62
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42 L.F. 6" HDPE @ 2.38%
41 L.F.
6" HDPE
@ 1.00%
42 L.F.
6" HDPE
@ 1.67%
58 L.F. 6" HDPE @ 3.00%
68 L.F.
18" R.C.P.
@ 0.39%WW WW WW
C.A
.#8
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sq
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.VAR.B.M
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108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
BASIN 12C
2YR = 846.32
10YR = 847.33
100YR = 848.46
T.C.=859.50
RISER
T.C.=853.9
RISER
T.C.=858.1
2
4
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6
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C.O.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O.
C.O.
C.O.
C.O.15' T.P.E.15' T.P.E.15' T.P.E.50' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
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& I.E.E. & P.A.E.
9+60.23
853.15
GRD.CHG.13+60.32854.07GRD.CHG.12+47.26853.45LP10+00.00
852.96
LP
11+47.99853.90HPC.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
SSD INV. 842.00
253
L
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S
S
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@
0
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5
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TC. = 844.42
SSD INV. EL 841.92
TC. = 844.21
SSD INV. EL 841.71
TC. = 8
4
4
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3
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SSD IN
V
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8
4
1
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=
8
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SSD
I
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8
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1
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TC. = 843.86
SSD INV. EL 841.36
TC. = 843.92
SSD INV. EL 841.42
TC.
=
8
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=
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SSD INV. 840.73
TC. = 843.40
SSD INV. EL 840.90
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RISER
T.C.=851.9
INV.=849.9
79 L.F. 6" SSD
SSD E. INV.=849.11 STA. 421.5597BFE 846.05STA. 508
BFE 846.38
STA. 3
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SFSF SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SF
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STOCK PILE LOCATION
SFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSF
SF SF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SF SF SF
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SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDATEMARKREVISIONSBYCERTIFIED: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.TEMP. STORM WATER POLLUTION PREV. PLANC301REVISED PER CITY OF CARMEL COMMENTS10/21/21AECREVISED PER CITY OF CARMEL COMMENTS12/06/21AECGRAPHIC SCALE
( IN FEET )
1" = 50 FT
60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C300 - Erosion Control.dwg - C301Modified / By:December 6, 2021 2:27:42 PM / ecarsonPlotted / By:December 6, 2021 2:55:43 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTLEGEND
DENOTES CONSTRUCTION LIMITS
DENOTES SILT FENCE
TEMPORARY BELOW GRADE "DROP INLET PROTECTION BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET", "SEDIMENT
CONTROL DEVICES"
ROCK HORSE SHOE DAM
LOCATION OF STORMWATER DISCHARGE FROM SITE
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)
THIS SHEET TO BE
USED FOR EROSION
CONTROL ONLY.
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
DOUG WAGNER
PHONE: (317) 770-7011
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.