HomeMy WebLinkAboutC100 - Topographical Survey-C100CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
REMOVE EXISTING GRAVEL
DRIVE AND STRUCTURES
(AS REQUIRED)
REMOVE EXISTING
STRUCTURE & DRIVES
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
30' NON-EXCLUSIVE SANITARY
SEWER EASEMENT
TriCo REGIONAL SEWER DISTRICT
INST. No. 2018033769
30' NON-EXCLUSIVE SANITARY
SEWER EASEMENT
TriCo REGIONAL SEWER DISTRICT
INST. No. 2018033773 STA. 421.5597BFE 846.05STA. 508
BFE 846.38
STA.
3
3
7
BFE 84
6.
0
1
STA. 0.161BFE 846.45STA.
0.
0
9
0
BFE 8
4
5.
4
2
STA. 0.
0
3
6
BFE 84
2.
9
1
STA. 14
7.
0
0
9
2
BFE 846.
0
1
STA. 79.
2
9
7
4
8
BFE 842.
9
8
STA. 32
BFE 842.
7
9
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014
841.46841.85842.07843.77843.54844.86843.57844.26842.71842.46841.88842.24842.21843.92842.62842.70841.36840.43839.41839.33840.01840.09840.67840.64841.08840.95840.92840.86841.06840.64840.57840.56841.06841.17841.76841.55841.69841.52841.73841.68841.87842.04841.13837.51841.27841.91841.60841.82839.90841.08837.50837.37837.41837.61840.16839.33837.57841.49841.58839.88837.88837.75840.77840.83837.72840.30837.59837.30836.72840.32839.95837.39839.72840.68841.54841.58841.80840.47840.15844.48845.41844.07843.93841.94842.01842.77843.05843.91842.98842.08837.41837.28837.16837.40837.91837.77837.28838.18838.28843.55842.06841.77842.14842.32842.05842.87842.26843.98843.24843.25842.10842.38842.99843.12842.75843.06839.20838.79839.10842.30844.77844.14841.23842.12844.02843.94840.93840.20843.78843.82839.11838.79839.02842.66842.07839.24839.19839.37842.39838.21837.92837.30838.12837.07838.12845.57847.30843.19842.38843.07845.27847.88845.05846.77845.49846.63847.22842.96843.13842.24846.67841.68843.01842.95845.14846.32846.06845.34842.96842.24845.45845.09846.07850.66842.99852.33843.22844.64844.92842.49842.87845.77844.90852.39846.50845.34842.38841.72845.07842.90842.76842.66842.31841.90841.45842.08845.25845.21845.47841.86841.82845.71841.73841.84842.12839.84845.51845.66844.64841.52841.22845.39845.14842.08845.23841.56840.21841.50845.22845.02845.58848.14847.96846.42847.41845.36847.45846.86846.86843.35841.31841.00839.79839.48839.83840.84839.94839.66840.46840.59840.47840.96841.07840.66841.03840.65840.38840.82841.03840.70840.59841.08840.78840.71840.79840.72840.86841.11841.30841.07840.92841.13841.24841.08841.18841.43841.19841.40841.66841.67841.80841.78841.34841.42841.47841.50841.67841.14841.51841.55841.14841.64837.70837.81842.04841.74837.87837.86841.06837.30837.42841.08840.80834.99841.07841.14838.07837.92841.70842.14841.52841.90841.22840.43840.50838.67838.04838.11840.06839.78839.92839.67836.87836.47836.09836.86836.98838.48836.40836.66836.14836.76838.68837.39836.34836.15835.69836.21836.29836.23836.62836.13840.78840.99841.51841.55840.97841.00840.71840.24840.43837.22836.79837.03836.96836.41836.97836.06836.22836.29839.74838.76838.68840.60840.93839.50840.81840.69840.18840.40840.36841.34840.73841.06841.56840.22834.29841.18840.72840.90841.90841.73841.67841.28842.12841.06836.46837.33839.39839.33836.29837.78836.31838.58835.06834.87C.A.#38
17
C.A. #26
199
200
201
218
310311
312 313
S
S
S
S
S
S
S
S
D
P.W.P.
P.W.P.
P.W.P.
P.W.P.
W
SS 35'43'
12'35'27'62'43'2'31'2'12'
47'
20'27'842.56842.98842.14841.87841.76840.10840.56843.84844.43842.98843.72843.85843.57842.59842.80842.53843.31842.84843.83844.35844.46844.05844.32844.14T.P.842.81844.51844.46844.20844.20844.26844.08844.36844.52844.40843.37843.07842.95844.10843.94844.21844.08844.08842.86844.22843.95843.95844.15844.24836.69836.77849.27849.36847.27843.96845.88P.W.P.845.96846.19847.49P.W.P.847.48847.18847.44843.25844.62841.46839.42840.91839.62840.53840.73840.83840.77840.62840.62841.06841.10841.26840.61840.87840.96841.09841.28841.51841.62841.52842.60842.47841.50841.35C.O.841.70C.O.841.59842.52EX. 8'
P
A
T
H
EX. 8'
P
A
T
H
845
845
850
8
5
5
8
6
0
846
84
6
84
7
847
84
8
8
4
9
8
5
1
8
5
2
8
5
3
8
5
4
8
5
6
8
5
7
8
5
8
8
5
9
84
5
84
5
850
855
860
84
6
84
6
847
847
848
84
8
849
851
852
853
854
856
857
858
859
861
862
845850855
860
843844846847848849851851
851
852
853
854
856
857
858
859
861
862
863
84284
2
843
843
84083984184284084
0
8
3
8
838
839
8398418428428
4
0
8
4
1
8
4
2
8
4
3
8458508428438448468478488498518518638638648
6
0
8568578
5
8
8
5
9
861
862
862855860851
852
8
5
3
854 8568578588598
4
5
8
4
5
8
4
1
8
4
2
8
4
3
8
4
4
8448
4
6
8
4
6
8
4
7
8
4
7
84
0
84
1
8
4
2
8
4
3 8448
4
08398
4
1
842843847848
849
845
842
843844
846
840 840838838839839 841841841840841
845841841842843844
840
841
845
842
843
844
846
84
7
840837838839
836837 838 8398
5
0 8558
4
6
8
4
7 8488498518528538548
4
5
8428
4
3
8
4
484584284
3
8
4
4
845
84
5
85
0
844
844846
847
848
8
4
9
846 847
848
848849
849
855
860
856
857
858
859
861
862
850
851
852853855854
856
85
7
85
8
8
5
9
8458428428438448468458458458
4
6
8408
4
1
8
4
2
855
855
8
5
5
851
852853854854
854856856
85
0
847
848
849
8
5
1
8
4
5
8
4
3
8
4
4
850
847
848
849851
852
853
846847848849847848849840839
839
841
842842843
84
0
8418458
4
4
846846847848849
8
5
0
REMOVE
EXISTING FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING
FENCE
REMOVE
EXISTING FENCE
REMOVE
EXISTING
POWER POLE
REMOVE
EXISTING
POWER POLE
REMOVE
EXISTING
POWER POLE
REMOVE
EXISTING
POWER POLE
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)
CLEAR & GRUB
TREES/VEGETATION
(AS REQUIRED)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 PLANC100REVISED PER CLIENT COMMENT09/24/21AECREVISED PER CITY OF CARMEL COMMENTS10/21/21AEC60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C100 - Topographical Survey.dwg - C100Modified / By:December 6, 2021 2:03:45 PM / ecarsonPlotted / By:December 6, 2021 2:53:16 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTGRAPHIC SCALE
( IN FEET )
1" = 50 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.
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
AND/OR CLEARED & GRUBBED
DENOTES SNOW FENCE TO BE INSTALLED FOR
TREE PROTECTION
30'
S
.
S
.
E
.
30' S.S.E.
30' S.S.E.
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