HomeMy WebLinkAboutC100 - Topographical Survey-C100844.10844.20844.80845.30845.30845.40845.40845.50845.60845.60845.80845.80845.90846.30846.30846.40846.60846.90847.30847.30847.30847.70848.80849.00849.40849.40849.50849.60849.60849.60849.70849.80849.90850.50852.50853.60854.40854.40854.70855.10856.80857.40857.40857.40857.40857.50857.50857.60858.30858.30858.40858.40858.40858.50858.50858.50858.60858.60859.20859.20859.30859.40859.40859.40859.40859.50859.50859.50859.50859.60859.60859.60859.60859.70860.20860.30860.30860.40860.40860.50860.50860.50860.50860.50860.50860.60860.60860.60860.60860.70861.00861.30861.40861.40861.40861.40861.40861.50861.50861.50861.50861.50861.50861.50861.50861.50861.60861.60861.60861.60861.60861.70861.70861.80861.80861.80861.80861.80861.90861.90861.90862.10862.10862.10862.20862.20862.20862.30862.30862.30862.30862.30862.40862.40862.40862.40862.40862.40862.40862.50862.50862.50862.50862.50862.50862.50862.50862.50862.60862.60862.60862.60862.60862.70862.70862.70862.70862.70862.80862.80862.80862.80862.90863.20863.20863.20863.20863.40863.40863.40863.50863.50863.50863.50863.60863.60863.60863.60864.10864.30864.30864.30864.30864.40864.60864.70864.70864.70864.80864.80864.90865.00865.40865.60865.60866.30857.20858.02858.19858.29858.28858.50858.89858.43857.94857.32857.13856.93857.05859.03860.01860.57862.56861.55860.10859.28861.77862.32860.97861.40862.54863.21861.79EX. 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. SANITARY MH #JG 602
T.C.=851.81
18" PS115 N
INV.=832.86
18" PS115 W
INV.=832.76
EX. 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. 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 #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. CURB INLET
W/ 2' SUMP #669
T.C.=854.13
12" R.C.P. NW
INV.=848.03
12" R.C.P. SE
INV.=847.63
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 #681
15" R.C.P. N
INV.=846.84
EX. END SECTION #671
12" R.C.P. N
INV.=846.45
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 #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. MANHOLE #670
T.C.=851.23
12" R.C.P. NW
INV.=846.72
12" R.C.P. S
INV.=846.62
EX. END SECTION #698
12" R.C.P. NE
INV.=844.41
758
855.90
A3
759
855.52
A3
760
855.14
A3
761
855.09
A3
762
855.09
A3
763
855.36
A3
764
855.10
A3
765
855.14
A3
766
855.64
A3
767
855.42
A3
768
855.08
A3
769
855.30
A3
770
855.25
ASW TEE
C.A. #28
C.A. #29
308
314
BLOCK 'N'
305
306
307310309311
312 313 315 316
EX. BMP 15A EX. BMP 15B
EX. BMP 15CEX. BMP 13D
EX. BMP 13A
EX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29
C.A. #27
C.A. #27
C.A. #27
STA. 1
0
+
0
5.
2
0
100-Yr.
E
L.
8
5
2.
3
5 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 PLANC100
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C100 - Topographical Survey.dwg - C100Modified / By:July 15, 2020 11:07:45 AM / dmetzPlotted / By:September 2, 2020 7:53:45 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMGRAPHIC SCALE
( IN FEET )
1" = 60 FT
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
REMOVE EXISTING GRAVEL
DRIVE AND STRUCTURES
(AS REQUIRED)
REMOVE EXISTING
STRUCTURE (AS REQUIRED)CLEAR & GRUB
TREES/VEGETATION
CLEAR & GRUB
TREES/VEGETATION
CLEAR & GRUB
TREES/VEGETATION
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.
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
HORIZONTAL DATUM SHALL BE BASED ON INDIANA
STATE PLANE COORDINATES, NAD83.
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
30' NON-EXCLUSIVE SANITARY
SEWER EASEMENT
TriCo REGIONAL SEWER DISTRICT
INST. No. 2018033769
30'
S
.
S
.
E
.
30' S.S.E.
30' S.S.E.
30' NON-EXCLUSIVE SANITARY
SEWER EASEMENT
TriCo REGIONAL SEWER DISTRICT
INST. No. 2018033773
Robert M, &
Sydney J. Book
Inst. No. 2009-7126
Robert M. &
Sydney J. Book
Inst. No. 2003123339
Adam & Kelley
Broderick
Inst. No. 2015-56834
Christopher &
Brooke Mattson
Inst. No. 2017-52175
Crystal B. Wagner
Inst. No. 2019-46494
Robert A. & Johanna
M. Gallagher
Inst. No. -
Ryan W. & Amanda ORourke
Inst. No. 2019-27167
Elizabeth Mitchell
Inst. No. 2003123339
Robert A. & Johanna
M. Gallagher
Inst. No. -
Frederick G. &
Jacquelyn A. Winters
Inst. No. 2006-70968
David E. & Emily
R. Mattews
Inst. No. 2003123339
Richard W. &
Phyllis J. Schnute
Inst. No. -
William E. &
Christine A. McComb
Inst. No. 2015-56834
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
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014