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EX. 8" SDR-26 P.V.C.
EX. 8'x3' CONCRETE BOX CULVERT
BEANS
EX. 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. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
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
W WWWW W W
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
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
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. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458A
12" R.C.P. S
EX. END SECTION #143EX. END SECTION #143A WWWWWWWWWEX. 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 > o o o15' 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.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
W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW W W W W W W W W W W W50' R/W30' B-B0+25754.336+97
755.38
0+00
754.16
1+00
754.27
2+00
754.48
3+00
755.15
4+00
755.82
5+00
755.64
0+50
754.28
1+50
754.17
2+50
754.82
3+50
755.48
5+50
755.31
6+50
755.10
HP
4+36.87
756.00
LP
6+14.60
754.94
GRD.CHG.
1+85.53
754.39
HP
0+74.71
754.42
LP
0+19.08
754.09
LP
1+30.89
754.12 GRD.CHG.0+13.38754.112+64756.541+00755.422+00756.160+50754.982+50756.461+00
755.59
2+00
754.99
3+00
755.27
4+00
756.05
1+50
755.29
3+50
755.66
2+64752.131+00754.552+00753.940+50753.832+50752.53GRD.CHG.1+52.00755.30GRD.CHG.0+13.38753.74GRD.CHG.0+35.01753.61GRD.CHG.
0+12.00
755.40
GRD.CHG.
0+62.45
755.81
GRD.CHG.
2+36.21
754.77
GRD.CHG.
4+35.99
756.34
GRD.CHG.
4+72.00
756.12 GRD.CHG.0+13.38754.66GRD.CHG.1+52.00755.87ANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)ALLEY EAST(PRIVATE)750
753752751
754
75510' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)30' R.D.E.CHERRY CREEK BOULEVARD
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.
10' D.U.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' B.L.6' D.U.&S.S.E.6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEA
S
EM
EN
T
ANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
184A 184B
183A 183B
182A 182B
66A 66B
67A 67B
68A
68B
63A63B64A64B65A65B181A181B180A180B179A179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 6+96.53
END CONSTRUCTION
STA. 0+25.00
STA. 0+00.00
CL INTERSECTION
STA. 1+85.53
ANTIQUITY DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
750
760
750
760
0.60%-0.67%0.67%
-0.62%1.11%-1.03%0.60%
PVI STA: 6+13.48
PVI ELEV: 754.88
A.D. = 1.27%
K = 31.47
40.00' VC
BVCS: 5+93.48BVCE: 755.01EVCS: 6+33.48EVCE: 755.00LOW PT. STA: 6+14.60
LOW PT ELEV: 754.94
PVI STA: 0+25.44
PVI ELEV: 754.00
A.D. = 1.73%
K = 26.04
45.00' VC
BVCS: 0+02.94BVCE: 754.14EVCS: 0+47.94EVCE: 754.25LOW PT. STA: 0+19.08
LOW PT ELEV: 754.09
PVI STA: 1+24.28
PVI ELEV: 754.02
A.D. = 1.63%
K = 30.65
50.00' VC
BVCS: 0+99.28BVCE: 754.28EVCS: 1+49.28EVCE: 754.17LOW PT. STA: 1+30.89
LOW PT ELEV: 754.12
PVI STA: 4+36.93
PVI ELEV: 756.06
A.D. = -1.34%
K = 29.90
40.00' VC
BVCS: 4+16.93BVCE: 755.93EVCS: 4+56.93EVCE: 755.93HIGH PT. STA: 4+36.87
HIGH PT ELEV: 756.00
PVI STA: 0+73.90
PVI ELEV: 754.54
A.D. = -2.14%
K = 21.03
45.00' VC
BVCS: 0+51.40BVCE: 754.29EVCS: 0+96.40EVCE: 754.31HIGH PT. STA: 0+74.71
HIGH PT ELEV: 754.42
-0+20754.280+00754.1754.16752.6754.10752.2754.28752.9754.421+00753.6754.27753.6754.12753.4754.17753.3754.322+00753.3754.48751.6754.65753.5754.82754.3754.983+00754.4755.15754.2755.32754.4755.48755.3755.654+00755.7755.82756.0755.97756.0755.97755.6755.815+00755.2755.64755.3755.47755.3755.31755.8755.146+00756.5754.98756.2754.96755.9755.10755.9755.250+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 5+25 5+50 5+75 6+25 6+50 6+75754.92CL INTERSECTION STA. 2+65.75PROPOSED GRADE
EXISTING GRADE
GRADE CHANGE STA. 1+85.53754.39BEGIN CONSTRUCTION STA. -0+00.00754.1612" R.C.P.
INV.= 750.6112" R.C.P.
INV.= 750.07 12" R.C.P.
INV.= 750.66
GRADE CHANGE STA. 6+96.53755.388" WATER54" COVER8" WATER54" COVER12" R.C.P.
INV.= 749.93
NOTES
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS,
WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY
STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE
MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE
TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION
THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE
SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE STREET
PAVEMENTS, CURBS, SIDEWALKS, OR ASPHALT PATHS.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO
INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF
CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE
RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING.
LEGEND
DENOTES CONSTRUCTION LIMITS
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.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: 317.849.5942SHEET NO.
DRAWN BY:CHECKED BY:STREET PLAN & PROFILESECTION FOUR AC400
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
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File Name:S:\55115-PYT-S4\DWG\C400 - Street Plan & Profile S4A.dwg - C400Modified / By:August 14, 2020 3:36:06 PM / dmetzPlotted / By:August 14, 2020 3:37:34 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSM