HomeMy WebLinkAboutC400 - Street Plan & Profile-C401James E. Noland, Jr. etuxInst. No. 91-030071JACKSON'S GRANT ONWILLIAMS CREEK SECTION 5Inst. No. 2017-054815Plat Cab. 5, Slide 758VAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
5' SIDEWALK5' SIDEWALK5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKPERGOLA
W/ BENCH
PERGOLA
5' SIDEWALK
5' SIDEWALK
C.A.#1-2
W W W W WWWWWWWWWWWWWW
WWWWW*
*
**
**
*
*
**
****
*
*
*
VAR. D.&U.E.
VAR. R.D.E. & B.M.P.E.
W W W
W
W
W
W
W W W W W W8+12855.746+00856.317+00856.428+00855.821+00
855.96
2+00
854.77
3+00
854.70
4+00
855.14
5+00
854.446+00
854.86
7+00
854.708+00
854.95 4+03854.351+00854.372+00854.193+00854.61HP6+42.92856.72GRD.CHG.
8+85.83
856.39
HP
3+81.81
855.20
LP
5+20.31
854.37HP
6+35.92
855.04
LP
7+47.91
854.45
GRD.CHG.
0+72.03
856.30
LP
2+47.05
854.39GRD.CHG.0+15.86854.87LP1+64.34854.04HP2+84.63854.64LP3+73.71854.22o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o
o o o o o o o o o o o o
0+27.25
> 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 o> o o o> o o o> o o o> o o oS
50' R.52' R/W
40' R.
30' B-B
24'
50' 1/2 R/W
52' R/W
30' B-B
52' R/W30' B-B50' R/W
30' B-B
50' R/W
30' B-B
61' R/W30' B-B1.22%-0.60%-0.60%-1.20%0.70%
-0.70%
-0.63%
1.67%0.60%6
12
19
15
11
18
17
16
13
14
8
7
5
10
9
C.A.#1-3
W20' D.U.&S.S.E.20' D.U.&S.S.E.30' D.&U.E.25' R.D.E.
1
5
'
R
.D
.E
.0+50854.671+50854.072+50854.493+50854.315+50855.547+50856.1225' B.L.25' B.L.25' B
.L
.
25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.25' B.L.VAR. U.E.
10' S.S.E.
15' S.S.E.
VAR. U.E.20' B.M.P.&U.E.C.A.#1-2
25' R.D.E.
*
*SPRINGMILL ROAD0+50
856.76
1+50
855.37
3+50
855.05
4+50
854.79
5+50
854.51
6+50
855.01
8+50
855.79
10' S.S.E.52' R/W30' B-B10' S.S.E.25' R.D.E.25' R.D.E
.
25' R.
D
.
E
.
25' R.
D
.
E
.(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)20'
B
.M
.P
.&U
.E
.
20' B.M.P.&U.E.20' D.U.&S.S.E.20' B.M.P.&
U
.
E
.
20' B.M.P.&U.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.20' B.M.P.&S.S.E.15' R.D.E.15' R.D.E.15' R.D.E.1
5
'
R
.D
.E
.15' R.D.E.15' R.D.E.25' L.B.E.30' D.&U.E.15' R.D.E.15' D.&U.E.15' D.&U.E.15' R.D.E.
15' R.D.E.15' R.D.E.15' R.D.E.30' D.&U.E.25' L.B.E.10' L.B.E.VAR. T.P.E.
111 L.F. 18" R.C.P. @ 0.36%30 L.F. 12" R.C.P. @ 0.30%
130 L.F. 12" R.C.P. @ 0.72%68 L.F. 12"
R.
C.
P.
@ 3.00
%
15 L.F.
15" R.C.P.
@ 0.30%115 L.F. 15" R.C.P. @ 2.63%52 L.F. 18" R.C.P. @ 0.29%
137 L.F. 12" R.C.P. @ 0.30%
138 L.F. 12" R.C.P. @ 0.30%
147 L.F. 12" R.C.P. @ 0.30%
68
L
.
F
.
1
2
"
R
.
C
.
P
.
@
1
.
7
4
%120 L.F. 18" R.C.P. @ 0.18%33 L.F. 18" R.C.P. @ 0.21%
15 L.F. 18" R.C.P. @ 0.30%
81 L.F. 18" R.C.P. @ 0.30%62 L.F. 18"
R.
C.P.
@ 0.30
%
28 L.F. 21" R.C.P. @ 0.29%
15 L.F. 21" R.C.P. @ 0.33%
137 L.F. 24" R.C.P. @ 0.18%
49 L.F. 30" R.C.P. @ 0.33%
26 L.F. 21" R.C.P. @ 0.34%121 L.F. 21" R.C.P. @ 0.36%121 L.F. 30" R.C.P. @ 0.14%
30 L.F. 30" R.C.P. @ 0.20%
27 L.F. 30" R.C.P. @ 0.19%
106 L.F. 30" R.C.P. @ 0.18%8 L.F. 12" R.C.P. @ 0.67%
18 L.F. 21" R.C.P. @ 0.26%
18 L.F. 21" R.C.P. @ 0.29%
21 L.F. 12" R.C.P. @ 0.96%
8 L.F. 12" R.C.P. @ 0.30%
**
*
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CURVE DATA
D=3°45'13"
R=150.00
L=9.83
T=4.92
CURVE DATA
D=17°10'48"
R=150.00
L=44.98
T=22.66
CURVE DATA
D=13°25'35"
R=150.00
L=35.15
T=17.66
POINT OF CURVATURE
STA. 2+94.84
POINT OF TANGENCY
STA. 3+04.66
POINT OF CURVATURE
STA. 5+33.38
POINT OF TANGENCY
STA. 5+78.36
POINT OF CURVATURE
STA. 7+19.17
POINT OF TANGENCY
STA. 7+54.32
END CONSTRUCTION
STA. 4+02.78
BEGIN CONSTRUCTION
STA. 0+27.25
CL INTERSECTION
STA. 9+01.69
STA. 6+42.99
DATUM
840.00
DATUM
840.00
VILLAGE CREEK DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
18'' RCP
INV=847.82
21'' RCP
INV=848.34
8'' SDR-35 PVC
INV=845.54
21'' RCP
INV=849.02
0+00857.5857.30+25856.6856.760+50856.3856.260+751+00856.1855.96855.9855.661+25855.8855.371+50855.7855.071+752+00855.7854.77855.8854.492+25855.8854.402+50856.0854.522+753+00855.9854.70855.7854.873+25855.3855.053+50855.0855.193+754+00855.0855.14855.0854.974+25854.6854.794+50854.2854.624+755+00853.9854.44853.7854.385+25853.5854.515+50853.2854.695+756+00853.0854.86852.7855.026+25853.0855.016+50852.5854.856+757+00852.3854.70852.4854.547+25852.4854.457+50852.4854.597+758+00852.5854.95852.8855.378+25853.0855.798+50853.1856.218+759+00853.2856.689+01.69853.2856.72-2.08%
1.67%
2.08%
-0.70%0.70%-0.63%
-1.20%
0.70%CL INTERSECTION STA. 3+81.81855.20POINT OF CURVATURE STA. 2+94.84854.66POINT OF CURVATURE STA. 5+33.38854.40POINT OF CURVATURE STA. 7+19.17854.57POINT OF TANGENCY STA. 3+04.66854.73POINT OF TANGENCY STA. 5+78.36854.71POINT OF TANGENCY STA. 7+54.32854.45BEGIN CONSTRUCTION STA. 0+27.25857.23GRADE CHANGE STA. 0+72.03856.30GRADE CHANGE STA. 8+85.83856.39CL INTERSECTION STA. 9+01.69856.72PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADEBVCS: 2+15.51BVCE: 854.58EVCS: 2+65.51EVCE: 854.4650.00' VC
K = 26.37
A.D. = 1.90%
PVI ELEV: 854.28
PVI STA: 2+40.51
LOW PT ELEV: 854.39
LOW PT. STA: 2+47.05
BVCS: 5+00.31BVCE: 854.44EVCS: 5+40.31EVCE: 854.4440.00' VC
K = 28.57
A.D. = 1.40%
PVI ELEV: 854.30
PVI STA: 5+20.31
LOW PT ELEV: 854.37
LOW PT. STA: 5+20.31
BVCS: 7+31.55BVCE: 854.50EVCS: 7+91.55EVCE: 854.8160.00' VC
K = 26.06
A.D. = 2.30%
PVI ELEV: 854.31
PVI STA: 7+61.55
LOW PT ELEV: 854.45
LOW PT. STA: 7+47.91
BVCS: 3+61.81BVCE: 855.13EVCS: 4+01.81EVCE: 855.1340.00' VC
K = 28.57
A.D. = -1.40%
PVI ELEV: 855.27
PVI STA: 3+81.81
HIGH PT ELEV: 855.20
HIGH PT. STA: 3+81.81
BVCS: 6+14.83BVCE: 854.96EVCS: 6+54.83EVCE: 854.9840.00' VC
K = 30.12
A.D. = -1.33%
PVI ELEV: 855.10
PVI STA: 6+34.83
HIGH PT ELEV: 855.04
HIGH PT. STA: 6+35.92
54" MIN8" WATER 54" MIN8" WATER54" MIN8" WATER
CONTRACTOR TO FIELD VERIFY
LOCATION OF EXISTING GAS MAIN
(CONTACT: CENTERPOINTE ENERGY
1-800-990-1930)
DATUM
840.00
DATUM
840.00
OTTO LANE
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
12'' RCP
INV=850.21
30'' RCP
INV=847.73
0+00855.0855.3854.820+25855.7854.670+50856.2854.520+751+00856.3854.37856.3854.221+25856.1854.071+50855.8854.061+752+00855.5854.19855.0854.342+25854.7854.492+50854.4854.632+753+00854.2854.61854.1854.463+25854.2854.313+50854.1854.223+754+00854.1854.334+254+31
-2.08%
-0.60%0.70%0.60%-0.60%CL INTERSECTION STA. 0+00.01855.20GRADE CHANGE STA. 0+15.86854.878'' SDR-35 PVC
INV=844.63
END CONSTRUCTION STA. 4+02.78854.35PROPOSED GRADE
EXISTING GRADEBVCS: 1+44.34BVCE: 854.10EVCS: 1+84.34EVCE: 854.1040.00' VC
K = 33.33
A.D. = 1.20%
PVI ELEV: 853.98
PVI STA: 1+64.34
LOW PT ELEV: 854.04
LOW PT. STA: 1+64.34
BVCS: 3+55.23BVCE: 854.28EVCS: 3+95.23EVCE: 854.3040.00' VC
K = 30.81
A.D. = 1.30%
PVI ELEV: 854.16
PVI STA: 3+75.23
LOW PT ELEV: 854.22
LOW PT. STA: 3+73.71
BVCS: 2+64.63BVCE: 854.58EVCS: 3+04.63EVCE: 854.5840.00' VC
K = 33.33
A.D. = -1.20%
PVI ELEV: 854.70
PVI STA: 2+84.63
HIGH PT ELEV: 854.64
HIGH PT. STA: 2+84.63
54" MIN8" WATER
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C400 - Street Plan & Profile.dwg - C401Modified / By:March 19, 2022 4:41:45 PM / ecarsonPlotted / By:March 20, 2022 4:45:17 PM / Erik CarsonJACKSON'S GRANT VILLAGESECTION 101/18/22CITY OF CARMEL REVIEW COMMENTSAEC03/18/22CITY OF CARMEL & TRICO REVIEW COMMENTSAECGRAPHIC SCALE
( IN FEET )
1" = 50 FT 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.STREET PLAN & PROFILEC401
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
CONSTRUCTION LIMITS
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE