HomeMy WebLinkAboutC100 - Topographical Survey-C100750755755755751752753754757 753753751
750
748749
751752
753
755757755
755.81754.91756.17755.82755.94755.98755.89755.99755.98754.17752.74753.19757.09756.36751.31751.76749.97749.80755.46746.37746.79749.05748.20748.20748.29748.88748.14748.06748.17747.32755.82755.57755.65755.89755.93755.62755.92755.64755.30754.79756.05756.78752.79749.95752.87753.82754.12753.74751.86750.91750.97751.92753.54754.84753.10751.86752.81752.26746.14746.36754.58756.03756.54755.97746.20746.35747.82752.43752.86753.23755.33756.16755.36750.157567
5
6
756
755.52755.50754.97754.89754.58754.44753.46752.54754.71755.54755.50755.69755.37755.45755.84755.12755.18755.38755.28755.24755.27751.71751.19750.97750.79750.25750.64750.90751.58753.08752.60752.11753.15753.43753.94754.99755.92756.02754.88754.59754.51754.98754.77755.22755.94755.21755.03754.99754.98755.29755.18755.12754.40753.03754.32755.08755.37755.53754.63753.37753.31753.45754.33755.02753.43752.78751.02753.13752.46753.56750.62750.46750.32750.64750.80750.90751.23751.70750.68750.38750.40750.46750.50750.36750.40EX. MH. #705
T.C.=756.32
10" S.D.R. 26 P.V.C N
INV.=736.96
10" S.D.R. 26 P.V.C S
INV.=736.94
8" S.D.R. 26 P.V.C W
INV.=747.46
EX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
EX. MH. #726
T.C.=758.49
8" S.D.R. 26 P.V.C N
INV.=744.62
8" S.D.R. 26 P.V.C S
INV.=744.52
8" S.D.R. 26 P.V.C W
INV.=746.23
EX. MH. #734
T.C.=757.89
8" S.D.R. 35 P.V.C S
INV.=748.92
8" S.D.R. 26 P.V.C E
INV.=748.82
8" S.D.R. 35 P.V.C N
INV.=749.70
EX. YARD INLET #800
T.C.=755.77
EX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
SA3NRIM
351
755.16
755.99756.45756.68757.11757.58757.26757.44757.14756.88756.56756.46756.66756.95757.29757.22758.16757.58757.38757.37756.49756.34758.18759.01755.40755.78756.08756.03755.52755.43756.32756.81758.44758.65759.85759.71759.43759.76759.15760.07759.13756.18757.22757.73758.04755.20757.60757.07755.05756.68755.91756.77755.66755.20757.40757.18756.96755.37754.86754.23753.39753.82755.53753.70754.02754.51758.76759.00758.82758.84758.24757.36757.86758.16757.26757.81760.22759.02757.61757.69758.60757.74757.66760.81761.04760.70758.90760.54760.15757.18758.02758.56756.94754.00753.59754.43752.94753.25754.31754.52755.18755.34754.16754.32753.39753.11753.98753.52751.90753.05752.07753.55752.15751.82752.93753.38754.35755.50756.17756.48756.15756.64756.15755.92757.66757.68757.27757.59755.42756.15757.15757.34758.12757.86758.56757.64756.05756.16754.76756.28757.76759.28759.78758.79754.55753.63754.14752.52756.53757.41757.06756.68756.61757.48758.19762.63762.88760.84758.23760.40756.69757.38756.36756.79756.82757.33758.11757.53757.41757.06760.54761.24761.36760.41757.18757.14757.84757.80751
752
753
754
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN
EX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
15" R.C.P. E
INV.=751.77
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
INV.=752.11
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
INV.=753.72
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
EX. MH. #791
T.C.=758.54
8" S.D.R. 35 P.V.C W
INV.=750.60
8" S.D.R. 35 P.V.C E
INV.=750.50
EX. MH. #790
T.C.=758.69
8" S.D.R. 35 P.V.C E
INV.=751.59
EX. MH. #769
T.C.=756.93
8" S.D.R. 35 P.V.C S
INV.=748.45
8" S.D.R. 35 P.V.C N
INV.=748.55
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
750 749
751752
753
750749
751 752
750
748 749
751 752748 750
748 749
751 752 753 754747750749751752750
748749
751752
EXISTING PATH
CONTRACTOR TO
REMOVE EX.
STUBS
EX. SAN LAT.EX. SAN LAT.EX. SAN LAT.EX. SAN LAT.PROTECT
EXISTING
SANITARY
PROTECT
EXISTING
SANITARY
PROTECT
EXISTING
SANITARY
PROTECT
EXISTING
STORM
EXISTING END
SECTION TO BE
REMOVED
CONTRACTOR TO
REMOVE EX.
STUBS
WIBLUR DRIVE(PRIVATE)JAMES DEAN DRIVE(PUBLIC)755
7
5
4
751
752
755751752753754755752753754756750
755
748
748
749
749
751752753
754
EXIST BASIN
EXIST BASIN
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.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: 317.849.5942TOPOGRAPHICAL SURVEY & DEMOLTION PLANSECTION FIVEC100
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C100 - Topographical Survey.dwg - C100Modified / By:May 12, 2021 3:26:41 PM / ecarsonPlotted / By:May 12, 2021 3:28:36 PM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...BENCHMARK DATA
A STANDARD USGS DISK IN CONCRETE STAMPED "95 RHP 752 1951" AT THE
NORTHWEST CORNER OF 146TH STREET AND NORFOLK AND WESTERN RAILROAD, 18.5
FEET NORTH OF THE CENTERLINE OF 146TH STREET.
ELEVATION: 751.46' (NGVD 1929)
TBM 2 (TSC PROJECT NUMBER 5271.002):
TOP OF THE WEST ANCHOR BOLT ON METAL TRAFFIC POLE, SW. QUADRANT OF 146TH
STREET AND RIVER ROAD.
ELEVATION: 760.79' (NGVD 1929)
S & A TEMPORARY BENCHMARKS
TBM #1
A BRONZE DISC SET IN THE EASTERN HEADWALL OF A CULVERT, 2.5 FEET
SOUTH OF THE NORTH END OF HEADWALL, SAID CULVERT IS ALONG RIVER
ROAD AND 1100 FEET + NORTHEAST OF THE ENTRANCE TO PRAIRIE TRACT
ELEMENTARY SCHOOL. DISC STAMPED "HAM 25 1964"
ELEVATION: 749.52' (NGVD 1929)
TBM #2
A COPPERWELD AT THE RADIUS POINT OF ARCADIAN COURT.
ELEVATION: 771.54' (NGVD 1929)
TBM #3
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE
NUMBER HM 14261, 20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 1150
FEET + EAST OF CHERRY TREE ROAD.
ELEVATION: 785.49' (NGVD 1929)
TBM #4
A RAILROAD SPIKE SET 1 FOOT UP ON THE SOUTH SIDE OF POWER POLE
NUMBER HM 14273, 20 FEET SOUTH OF SOUTH CURB OF 146TH STREET, 630
FEET + WEST OF GREYLAN PLACE.
ELEVATION: 759.73' (NGVD 1929)
TBM #5
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE
AND STAGHORN COURT.
ELEVATION: 757.78' (NGVD 1929)
TBM #6
A COPPERWELD AT THE CENTERLINE INTERSECTION OF SETTLER'S RIDGE
AND PLANTATION LANE.
ELEVATION: 773.87' (NGVD 1929)
TBM #7
A COPPERWELD AT THE RADIUS POINT OF PECOS COURT.
ELEVATION: 770.76' (NGVD 1929)
TBM #8
A COPPERWELD AT THE CENTERLINE INTERSECTION OF CHERRY TREE ROAD
AND KLINGENSMITH BLVD.
ELEVATION: 773.68' (NGVD 1929)
NOTES
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
SOLELYTHE 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.
LEGEND
DENOTES CONSTRUCTION LIMITS
CONTOUR
FLOW LINE
SANITARY SEWER
STORM SEWER
WATER LINE
FORCE MAIN
TREE LINE
WATER VALVE
FIRE HYDRANT
CONSTRUCTION LIMITS
870
> o o o
S
W
FM
WV
DYH
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS.
NGVD29 - 0.43' = NAVD88"
CONTACT:
CARMEL UTILITIES
(317)571-2648
FOR WATER & SANITARY SEWER LOCATES
HORIZONTAL DATUM SHALL BE BASED ON INDIANA
STATE PLANE COORDINATES, NAD83.
HORIZONTAL CONTROL/COORDINATE:
℄ MONUMENT N: 1728602.73 E: 221845.61
ALICE PAUL LANE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727940.59 E: 221845.61
JAMES DEAN DRIVE & KNIGHTSTOWN WAY
℄ MONUMENT N: 1727368.59 E: 222151.58
CUL-DE-SAC BEN KINGSLEY COURT
DENOTES TREE CLEARING LIMITS