HomeMy WebLinkAboutC402 - Street Plan & Profile S4B-C402EX. CURB INLET #813
W W W W W W W W W W W W W W WW W W
W
W
EX. YARD INLET #836
T.C.=756.37
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EX. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
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. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
ST1
266
755.30755.93STI36RCPWCES
407
749.86
STI30RCPWCES
408
749.82
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
W W W W W W W W W W W W
W W W W W> o o o > o o o > o o o
> o o o > o o o> o o o > o o o
> o o o> o o o > o o o15' D&U.E. 15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.&U.E.10' D.&U.E. 10' D.&U.E. 10' D.&U.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E. 10' D.U.&S.S.E.10' D.&U.E. 50'50'
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.
VAR. D.U.S.S.&
L.M.A.E.
VAR. I.E.E.& D.U.&S.S.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.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.4' R.A.E.4' R.A.E.THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
BIRTHRIGHT WAY WILBUR ROAD(PRIVATE) BIRTHRIGHT WAY
PICKETT PLACE
JAMES DEAN DRIVE(PRIVATE)
(PRIVATE)
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
(PRIVATE)
W W W W W W W W W W W W
50' I.E.E.
30' B-B
30' B-B
50' I.E.E.
30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' 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. 10' B.L.PICKETT PLACE
LARSON DRIVE15' D&U.E. 15' D&U.E.15' D&U.E.15' D&U.E. 15' D&U.E. 15' D&U.E.
15' D&U.E. 15' D&U.E. 15' D&U.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.E. 10' D.&U.E. 10' D.&U.E. 10' D.&U.E. (PRIVATE) (PUBLIC) (PRIVATE) EX. LAKE #2 (DD2)
N.P.=750.00
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
T.O.B.=756.00
5+11
757.35
0+00
756.60
1+00
757.57
2+00
757.10
3+00
757.60
4+00
757.04
5+00
757.29
0+50
757.48
1+50
757.27
2+50
757.38
3+50
757.34
4+50
756.972+30756.290+00755.961+00756.512+00756.430+50756.211+50756.70 0+00755.511+00756.322+00755.733+00756.014+00756.614+51756.350+50756.061+50756.032+50 755.713+50756.31822
823
15 L.F. 12" R.C.P. @ 0.47%
824
240 L.F. 15" R.C.P. @ 0.22%
191 L.F. 15" R.C.P. @ 0.31%
831 832
15 L.F. 12" R.C.P. @ 1.40% 115 L.F. 18" R.C.P. @ 0.20%835
844 188 L.F. 12" R.C.P. @ 0.30%861
113 L.F. 24" R.C.P. @ 0.12%864
191 L.F. 15" R.C.P. @ 0.18%
865
15 L.F. 12" R.C.P. @ 1.00%HP1+42.93756.71LP
1+91.00
757.08
HP
2+96.84
757.60
LP
4+30.44
756.92
GRD.CHG.
0+13.00
756.88
HP
0+78.23
757.66
HP0+90.67756.33LP2+26.40755.63HP4+11.38756.63160 L.F. 12" R.C.P. @ 0.61%
769
774
790 791
864A WILBUR ROAD0.60% -0.60%L.C.A. #11
3,150 sq.ft.
8687 88 89 90 91 92 141 140 139 138 137
9998 97 96 95 94 93 132 133 134 135 136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175 WW W W W W W W W W WL.C.A. #10
2,726 sq.ft.W W W W W15' D&U.E. 15' D&U.E. 15' D&U.E.
V.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
G.C.A. #12
1,859 sq.ft.
V.A.R. R/W
BIKE PROMENADE
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&
P.A.E.& L.M.A.E.
RISER
T.C.=757.3
CL INTERSECTION
STA. 0+00.00
STA. 1+15.00
END CONSTRUCTION
STA. 5+11.00
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 2+30.00
PICKETT PLACE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
0.62%-0.60%0.60%-0.60%
2.08 %1.68%
PVI STA: 1+91.00
PVI ELEV: 757.02
A.D. = 1.20%
K = 33.33
40.00' VC
BVCS: 1+71.00BVCE: 757.14EVCS: 2+11.00EVCE: 757.14LOW PT. STA: 1+91.00
LOW PT ELEV: 757.08
PVI STA: 4+30.83
PVI ELEV: 756.85
A.D. = 1.22%
K = 32.68
40.00' VC
BVCS: 4+10.83BVCE: 756.97EVCS: 4+50.83EVCE: 756.98LOW PT. STA: 4+30.44
LOW PT ELEV: 756.92
PVI STA: 2+96.84
PVI ELEV: 757.66
A.D. = -1.20%
K = 33.33
40.00' VC
BVCS: 2+76.84BVCE: 757.54EVCS: 3+16.84EVCE: 757.54HIGH PT. STA: 2+96.84
HIGH PT ELEV: 757.60
PVI STA: 0+66.41
PVI ELEV: 757.77
A.D. = -2.28%
K = 21.96
50.00' VC
BVCS: 0+41.41BVCE: 757.35EVCS: 0+91.41EVCE: 757.62HIGH PT. STA: 0+78.23
HIGH PT ELEV: 757.66
-0+15 0+00 755.0756.60757.3757.08756.2757.48756.0757.661+00 754.7757.57754.6757.42754.4757.27753.9757.122+00 753.5757.10753.2757.23753.2757.38753.7757.533+00 754.7757.60753.8757.49755.4757.34758.2757.194+00 758.2757.04758.8756.92760.2756.97759.7757.135+00 754.4757.295+20 0+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+75756.60CENTERLINE INTERSECTION STA. 0+00.00757.35END CONSTRUCTION STA. 5+11.00GRADE CHANGE STA. 0+13.00756.88PROPOSED GRADE
EXISTING GRADE
WILBUR ROAD
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
-0.60%0.60%
PVI STA: -0+06.00
PVI ELEV: 755.88
A.D. = 1.57%
K = 28.60
45.00' VC
BVCS: -0+28.50BVCE: 756.10EVCS: 0+16.50EVCE: 756.01LOW PT. STA: -0+00.68
LOW PT ELEV: 755.96
PVI STA: 2+38.78
PVI ELEV: 756.20
A.D. = 1.70%
K = 29.42
50.00' VC
BVCS: 2+13.78BVCE: 756.35EVCS: 2+63.78EVCE: 756.47LOW PT. STA: 2+31.43
LOW PT ELEV: 756.29
PVI STA: 1+42.92
PVI ELEV: 756.77
A.D. = -1.20%
K = 33.31
40.00' VC
BVCS: 1+22.92BVCE: 756.65EVCS: 1+62.92EVCE: 756.65HIGH PT. STA: 1+42.93
HIGH PT ELEV: 756.71
-0+49 756.30756.060+00 756.0755.96755.6756.06755.3756.21755.3756.361+00 755.6756.51755.4756.66756.2756.70755.7756.582+00755.5756.43755.3756.30756.35756.60-0+25 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75755.96BEGIN CONSTRUCTION STA. 0+00.00756.29END CONSTRUCTION STA. 2+30.00PORTION OF PROFILE
FOR VERTICAL CURVE
ILLUSTRATION
PORTION OF PROFILE
FOR VERTICAL CURVE
ILLUSTRATION
8" WATER18"MINPROPOSED GRADE
EXISTING GRADE
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
DENOTES REVERSE CURB LOCATIONS
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)DATE MARK REVISIONS BYCERTIFIED: S & A JOB NO.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: 317.849.5942SHEET NO.
DRAWN BY: CHECKED BY:STREET PLAN & PROFILESECTION FOUR BC402
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C402 - Street Plan & Profile S4B.dwg - C402Modified / By: August 14, 2020 3:31:10 PM / dmetzPlotted / By: August 14, 2020 3:38:18 PM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSM09/11/20