HomeMy WebLinkAboutC300 - Erosion Control-C300EX. 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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SFSFS
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SF SF
SFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSF
SF
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SF SF SF SF SF SF SF SF SF SF SF LCSPRING MILL ROADNORTHVALE BLVD
MENDENHALLDRIVESFSFSFSFSFSFSFSFSF
SF SF SF SFSFSFSFSFSFSFTEMPORARY TOP SOIL
STOCK PILE LOCATION DATEMARKREVISIONSBYCERTIFIED: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.INITIAL STORM WATER POLLUTION PREV. PLANC300
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C300 - Erosion Control.dwg - C300Modified / By:May 8, 2020 2:20:52 PM / dmetzPlotted / By:September 2, 2020 7:55:33 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
TEMPORARY BELOW GRADE "DROP INLET PROTECTION
BASKET"
TEMPORARY "DROP INLET PROTECTION BASKET",
"SEDIMENT CONTROL DEVICES"
ROCK HORSE SHOE DAM
EXISTING STORM MANAGEMENT AREA 1 SIGNAGE
LOCATION OF STORMWATER DISCHARGE FROM SITE
(SEE SECTION A9 ON SHEET C30X)
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)
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
851.5
ROCK HORSE SHOE DAM
(SEE DETAIL, SHEET C307)
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.
FUEL OIL TANK
(DOUBLE WALL)
PORT-O-LET
CONSTRUCTION
DUMPSTER
CONCRETE
WASHOUT AREA
POSTING SIGN
LOCATION
CONSTRUCTION
STAGING AREA
EARTHWORK CONTRACTOR
SHALL INSTALL 20'x150' MIN.
STONE ACCESS DRIVE PRIOR
TO CONSTRUCTION.
WI
L
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I
A
M
S
C
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E
K
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014