HomeMy WebLinkAboutC100 Topographical Survey S4A-C100750
750 75075075 5
755
747747
748
748 749
749
751
751751751751751752752752752752752
752
752753 753
753
753754754754754754754756756757757 756
756
756
757 756EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
EX. MH. #720
T.C.=755.45
8" S.D.R. 35 P.V.C S
INV.=743.86
8" S.D.R. 26 P.V.C N
INV.=743.76
EX. MH. #721
T.C.=754.91
8" S.D.R. 35 P.V.C N
INV.=748.26
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
EX. MH. #722
T.C.=756.30
8" S.D.R. 26 P.V.C N
INV.=742.86
8" S.D.R. 26 P.V.C W
INV.=742.76
INV.=745.14
EX. MANHOLE #802
T.C.=755.43
18" R.C.P. N
INV.=749.93
18" R.C.P. SE
INV.=749.83
12" R.C.P. W
INV.=750.28
EX. MANHOLE #805
T.C.=754.08
24" R.C.P. N
INV.=748.55
27" R.C.P. S
INV.=748.45
12" R.C.P. W
INV.=749.83
EX. DBL. CURB INLET #814
T.C.=754.09
12" R.C.P. E
INV.=750.04
EX. CURB INLET #816
T.C.=753.40
12" R.C.P. SE
INV.=750.16
EX. END SECTION #809
27" R.C.P. N
INV.=747.23
EX. CURB INLET #813
T.C.=755.25
12" R.C.P. W
INV.=751.66
12" R.C.P. E
INV.=751.56
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 116
INV.=747.21
EX. BOX CULVERT 117
INV.=747.19
20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
INV.=748.03
36" R.C.P. S
INV.=747.93
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. YARD INLET #880
T.C.=753.32
18" R.C.P. NE
INV.=749.40
18" R.C.P. S
INV.=749.40
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458A
12" R.C.P. S
INV.=747.20
EX. END SECTION #143
12" R.C.P. S
INV.=747.19
EX. END SECTION #143A
12" R.C.P. S
INV.=747.14
EX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #810
T.C.=753.00
12" R.C.P. W
INV.=749.63
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W
INV.=749.11
THE GROVE AT THE LEGACY
SECTION TWO
Inst.#2018030350
PC. #5, Slide #85215' D&U.E.10' D.U.&S.S.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.756 THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
CHERRY CREEK BOULEVARDWILBUR ROAD(PRIVATE)ANTIQUITY
DRIVE
JAMES DEAN DRIVEEX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT LARSON DRIVE(PUBLIC)30' R.D
.E
.
IN
STR
.
#20
1
300273
7
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
WVD
YH
DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.
SHEET NO.
DRAWN BY: CHECKED BY:THIS DRAWING IS NOT INTENDED TO BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY 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 FOUR AC100
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
I
T
E
S
G
E
E
O
TS R
P
RTE WLE
DEHVADI R
J .
ADNINAI EEG NIRENOI LA NSFEPROSTATE OF
S
File Name: S:\55115-PYT-S4\DWG\C100 Topographical Survey S4A.dwg - C100Modified / By: July 7, 2020 3:09:49 PM / dmetzPlotted / By: August 14, 2020 2:47:22 PM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSMCONTACT:
CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: AMENITY AREA
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET
FROM ALL ELEVATIONS.
NGVD29 - 0.43' = NAVD88"
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
09/11/20