HomeMy WebLinkAboutD302 - Erosion Control-D302C.A.#38
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SS 35'43'
12'35'27'62'43'2'31'2'12'47'
20'27'T.P.
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P.W.P.
C.O.C.O.C.O.S
EX. 8'
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SFSFSFSFEAST SIDE 20' WIDE
STONE ACCESS DRIVE
WEST SIDE 20' WIDE
STONE ACCESS DRIVE 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.TEMPORARY STORM WATER POLLUTION PREV. PLAND302
60160REP-S8
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D302 - Erosion Control.dwg - D302Modified / By:August 18, 2021 1:23:41 PM / RMorrisPlotted / By:August 18, 2021 1:50:44 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMTHIS 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.
THE CONTRACTOR IS TO AVOID CLEARING TREES IN CONSTRUCTING
THE PATHS / CROSSINGS WITHIN THE FLOODWAY.
GRAPHIC SCALE
( IN FEET )
1" = 80 FT
BENCHMARK NOTE
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88"
BENCHMARK DATA
TBM #1
A CUT "X" FOUND AT THE TOP OF CURB ON THE EAST SIDE
OF THE ROUND-A-BOUT AT 116TH STREET AND SPRING
MILL ROAD.
ELEVATION: 855.05' (NGVD 1929)
TBM #2
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE NORTH SIDE OF POWER POLE NUMBER 21 104-B,
SAID POLE BEING ON THE SOUTH SIDE OF 116TH STREET
AND 21 FEET ± EAST OF THE DRIVE TO 951 116TH STREET.
ELEVATION: 859.30' (NGVD 1929)
TBM #3
A CUT SQUARE AT THE SOUTHEAST CORNER OF SOUTH
CONCRETE HANDRAIL ON THE 116TH STREET BRIDGE
OVER WILLIAMS CREEK.
ELEVATION: 841.65' (NGVD 1929)
TBM #4
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE EAST SIDE OF POWER POLE NUMBER 18-103A, SAID
POLE BEING ON THE WEST SIDE OF CLAY CENTER ROAD
AND 4 FEET NORTH OF THE DRIVE TO 11824 CLAY CENTER
ROAD.
ELEVATION: 867.10' (NGVD 1929)
TBM #5
A CUT SQUARE IN THE TOP OF CURB AT THE EAST END OF
CENTER ISLAND AT THE ENTRANCE TO CLAY SPRINGS
SUBDIVISION AT THE INTERSECTION OF CLAY SPRING
DRIVE AND CLAY CENTER ROAD.
ELEVATION: 873.07' (NGVD 1929)
TBM #6
A CUT SQUARE IN THE CONCRETE WALK IN THE WEST
SIDE OF CLAY CENTER ROAD, 550 FEET ± NORTH OF
ENTRANCE TO CLARIDGE FARMS SUBDIVISION.
ELEVATION: 873.39' (NGVD 1929)
TBM #7
THE TOP OF A CONCRETE MONUMENT FOUND NEAR THE
NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 18
NORTH, RANGE 3 EAST, 32 FEET ± SOUTH OF THE WEST
DRIVE TO 660 SUFFOLK LANE.
ELEVATION: 869.27' (NGVD 1929)
TBM #8
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE WEST SIDE OF POWER POLE NUMBER 8386177, SAID
POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD AT
12433 SPRING MILL ROAD.
ELEVATION: 856.00' (NGVD 1929)
TBM #9
A RAILROAD SPIKE SET ONE FOOT ABOVE THE GROUND
IN THE WEST SIDE OF POWER POLE NUMBER 8386169, SAID
POLE BEING ON THE EAST SIDE OF SPRING MILL ROAD
AND 90 FEET ± SOUTH OF THE INTERSECTION OF
MALLARD COURT AND SPRING MILL ROAD.
ELEVATION: 860.92' (NGVD 1929)
REFERENCE BENCHMARK
HAM G-52
A BRONZE DISK ON A CONCRETE POST PROJECTING 1.5
FEET OUT OF THE GROUND ALONG U.S. HIGHWAY 31, 1.4
MILES NORTH OF INTERSTATE-465, 0.4 MILES SOUTH OF
116TH STREET, 100 FEET WEST OF THE CENTERLINE OF
THE SOUTH BOUND LANE OF U.S. HIGHWAY 31 AND 2 FEET
EAST OF THE RIGHT-OF-WAY FENCE.
ELEVATION: 844.04' (NGVD 1929)
LEGEND
DENOTES SILT FENCE (SEE SHEETS C304 - C305)
TEMPORARY BELOW GRADE "DROP INLET
PROTECTION BASKET"
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
PER THE WILLIAMS CREEK HYDRAULIC
ANALYSIS PERFORMED BY CHRISTOPHER B.
BURKE ENGINEERING, Ltd.
PROJECT No. 07-760
100-Yr. BASE FLOOD ELEVATION(S) ALONG
WILLIAMS CREEK, ALMOND DITCH, AND
ELLIOT CREEK PER THE WILLIAMS CREEK
HYDRAULIC ANALYSIS PERFORMED BY
CHRISTOPHER B. BURKE ENGINEERING, Ltd.
PROJECT No. 07-760
STA. 100.0000
BFE 850.00
CONSTRUCTION ACCESS
ACCESS ON THE EAST SIDE OF ALMOND DITCH WILL BE FROM
THE EXISTING TEMPORARY CUL-DE-SAC NOW IN PLACE.
ACCESS ON THE WEST SIDE OF ALMOND DITCH WILL BE VIA
THE EXISTING DRIVEWAY CROSSING TO THE SOUTH OF THE
BRIDGE LOCATION.