HomeMy WebLinkAboutD100 - Tree Clearing Only-D101844.10844.20844.60844.60844.80845.30845.30845.40845.40845.50845.60845.60845.80845.80845.90846.30846.90847.30847.30847.30847.40847.60847.70847.70848.10848.20848.20848.30848.60848.80848.80849.40849.60849.90849.90850.30850.70851.30852.50853.20853.60854.40854.40854.40854.70856.70858.30858.30858.30859.20859.40859.40859.50860.30860.40860.60860.60860.60860.60860.60860.60860.60860.70860.90861.10861.10861.20861.30861.40861.40861.40861.50861.60861.60861.60861.70861.70862.10862.40862.40862.60862.60862.80862.80862.90862.90863.00863.00863.30863.70863.70863.80864.20864.30864.40864.50864.50864.60EX. SANITARY MH #JG 603
T.C.=852.67
18" PS115 E
INV.=832.29
18" PS115 W
INV.=832.19
EX. SANITARY MH #JG 604
T.C.=853.02
18" PS115 E
INV.=831.46
18" PS115 SW
INV.=831.36
EX. SANITARY MH #JG 605
T.C.=934.71
18" PS115 S
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 #673
T.C.=853.62
12" R.C.P. N
INV.=849.41
15" R.C.P. S
INV.=848.54
EX. MANHOLE #674
T.C.=851.16
15" R.C.P. N
INV.=847.40
15" R.C.P. W
INV.=847.30
EX. END SECTION #678
15" R.C.P. N
INV.=853.02
EX. END SECTION #675
15" R.C.P. E
INV.=847.03
EX. END SECTION #696
12" R.C.P. NE
INV.=848.99
EX. END SECTION #694
12" R.C.P. E
INV.=850.69
EX. END SECTION #698
12" R.C.P. NE
INV.=844.41
C.A. #29
308
314
310 309311
312 313 315
EX. BMP 13A C.A. #27
C.A. #27 STA. 421.5597BFE 846.07STA. 508
BFE 846.28
STA.
3
3
7
BFE 8
4
6.
0
1
STA.
0.
0
8
4
BFE 8
4
5.
3
3
STA. 0.
0
3
8
BFE 84
3.
5
7
STA. 14
7.
0
0
9
2
BFE 846.
0
1
STA. 79.
2
9
7
4
8
BFE 845.
0
1
STA. 32
BFE 842.
7
9
ST
A
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3
.
9
7
7
BF
E
8
4
3
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4
8
60160REP-S8
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA10/19/20File Name:S:\60160REP-S8\DWG\DNR Plans\D100 - Tree Clearing Only.dwg - D101Modified / By:August 18, 2021 1:18:07 PM / RMorrisPlotted / By:August 18, 2021 1:48:04 PM / Raven MorrisJACKSON'S GRANT ON WILLIAMS CREEKBRIDGE & PATH PLANS12/09/20REVISED WILLIAMS CREED PEDESTRIAN BRIDGEKJJM01/25/21REVISED PER SJCA COMMENTSDSMGRAPHIC SCALE
( IN FEET )
1" = 60 FT
NOTES
THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES
AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY
CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300)
SHOULD BE INSTALLED AS SOON AS PRACTICAL.
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE
FOOT OF THE PROPOSED RIGHT-OF-WAY.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.TOPOGRAPHICAL SURVEY / DEMO PLAND101
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)
BENCHMARK NOTE
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS. NGVD29 - 0.43' = NAVD88"
LEGEND
CONTOUR
SWALE
LAKE NORMAL POOL ELEVATION
SANITARY SEWER (w/LATERAL)
STORMSEWER
FORCE MAIN
WATERLINE
GASLINE
FENCELINE
TREELINE
LIGHTPOLE
FIRE HYDRANT
WATER VALVE
WATER METER
CLEANOUT
TELEPHONE PEDESTAL
CABLE TV PEDESTAL
ELECTRIC TRANSFORMER
CONTROL POINT
DENOTES FEATURES TO BE REMOVED
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
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
100-YR. FLOOD ELEVATION ALONG WILLIAMS
CREEK (PER FIRM PANEL NOS.: 10857C0206G /
208G DATED: NOVEMBER 19, 2014)
FWF(FIRM)
FWF(FIRM)
100-Yr. EL. 900.00
STA. 10+00.00