HomeMy WebLinkAboutC400 - Street Plan & Profile-C401311
S
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P.W.P.
P.W.P.35'43'
12'35'27'62'43'2'31'2'12'
47'
20'27'EX. 8'
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A
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EX. 8'
P
A
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845
850
8
5
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84
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845850846847848849851851863863864
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858.34
GRD.CHG.9+24.49860.00HP0+50853.371+00852.651+50852.772+00853.073+00853.043+50852.744+
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859.28
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FW(FI
R
M)FW(FI
R
M)
334335336337338
339
340
341
342
343
344
345
349
350
351
352
353
354
355
30' B-BW W W W W W W
W
WWWWWWWWWWWWW
W
WWWWWWWWWWWWEXMOOR DRIVE
MEN
DE
N
H
ALL
DRI
VE
E
XM
OO
R
D
R
I
V
E EXMOOR DRIVEEXMOOR DRIVE30' B-B30' B-B30' B-B
BLOCK 'O'
66,245 sq. ft.
150 L.F. 6" SSD
RISER
T.C.=861.1
10' B.
L
.
10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.1
0
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B
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
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A
T
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)100' WIDE TREEPRESERVATIONEASEMENTD2D1
I1
H1
E1E2
E3
F1
F2
F3
F4
G2
G3
G4
B3
B4
B5
B8
C1
C2
B6
G5
10' D&U.E.10' B.L.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
C.A.#8-1
80,716 sq. ft.
C.A.#8-3
17,795 sq. ft.
C.A.#8-4
4,593 sq. ft.
C.A.#8-5
2,605 sq. ft.C.A.#8-68,670 sq. ft.BLOCK 'O'
66,245 sq. ft.BLOCK 'Q'8,
4
8
6
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VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
R
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V
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T
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A
L
L
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)
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=859.1
65 L.F. 6" SSD100' WIDE TREEPRESERVATIONEASEMENTH2
B7
I2
G1 WWWW
W
W
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=853.9
RISER
T.C.=858.1
2
4
9
L
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6
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S
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& I.E.E. & P.A.E.
9+60.23
853.15
GRD.CHG.13+60.32854.07GRD.CHG.12+47.26853.45LP10+00.00
852.96
LP
11+47.99853.90HPRISER
T.C.=851.9
INV.=849.9
79 L.F. 6" SSD
SSD E. INV.=849.11
BEGIN CONSTRUCTION
STA. 9+60.23
POINT OF TANGENCY
STA. 10+22.26
POINT OF TANGENCY
STA. 10+81.24
END CONSTRUCTION
STA. 13+73.70
CURVE DATA
Δ=45.055
R=75.00'
L=58.98'
T=31.11'
BEGIN CONSTRUCTION
STA. 0+00.00
POINT OF CURVATURE
STA. 3+35.31
POINT OF TANGENCY
STA. 4+03.60
CURVE DATA
Δ=44.231
R=38.00'
L=29.34'
T=15.44'
MENDENHALL DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
840
850
860
7+00853.7853.66853.8853.837+25854.0854.017+50854.2854.187+758+00854.4854.35854.4854.408+25854.3854.298+50854.0854.048+759+00853.8853.78853.5853.529+25853.3853.259+50853.0853.069+7510+00852.7852.96852.5853.0710+25852.1853.2710+50849.3853.4710+7511+00845.8853.67845.3853.8411+25844.3853.9011+50845.1853.8211+7512+00845.0853.67845.4853.5212+25845.8853.4512+50847.3853.5512+7513+00853.4853.70853.1853.8513+25853.2854.0013+5013+73.70853.3854.370.70%
0.80%-1.05%
-0.60%
0.60%
2.30%
-0.60%BEGIN CONSTRUCTION STA. 9+60.23853.15POINT OF CURVATURE STA. 10+22.26853.05POINT OF TANGENCY STA. 10+81.24853.52GRADE CHANGE STA. 13+60.32854.07INTERSECTION STA. 13+73.70854.37BVCS: 12+27.23BVCE: 853.51EVCS: 12+67.23EVCE: 853.5140.00' VC
K = 33.28
A.D. = 1.20%
PVI ELEV: 853.39
PVI STA: 12+47.23
LOW PT ELEV: 853.45
LOW PT. STA: 12+47.26
BVCS: 9+82.86BVCE: 853.01EVCS: 10+22.86EVCE: 853.0540.00' VC
K = 28.57
A.D. = 1.40%
PVI ELEV: 852.89
PVI STA: 10+02.86
LOW PT ELEV: 852.96
LOW PT. STA: 10+00.00
BVCS: 7+91.95BVCE: 854.30EVCS: 8+61.95EVCE: 854.1870.00' VC
K = 39.99
A.D. = -1.75%
PVI ELEV: 854.55
PVI STA: 8+26.95
HIGH PT ELEV: 854.40
HIGH PT. STA: 8+19.94
BVCS: 11+09.19BVCE: 853.74EVCS: 11+77.19EVCE: 853.8168.00' VC
K = 48.50
A.D. = -1.40%
PVI ELEV: 854.01
PVI STA: 11+43.19
HIGH PT ELEV: 853.90
HIGH PT. STA: 11+47.99
15" R.C.P. CLASS III
INV.=847.59
12" R.C.P. CLASS III
INV.=847.998" WATER54" COVEREXISTING GRADE
PROPOSED GRADE
ALLEY
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
851.0852.850+25851.1853.600+50851.4853.780+751+00851.6854.08851.8854.371+25852.1854.541+50852.8854.991+752+00853.5855.16854.3855.552+25855.0855.782+50855.6855.972+753+00856.4856.40857.3856.583+25858.2857.313+50858.9858.433+754+00859.50.70%2.62%
0.70%2.63%
0.70%2.63%
0.70%2.43%
0.70%
4.4
7
%
-2.00%
2.00%
3.45
%GRADE CHANGE STA. 0+45.96853.57GRADE CHANGE STA. 0+25.00852.85GRADE CHANGE STA. 3+85.66858.45GRADE CHANGE STA. 3+78.62858.59POINT OF CURVATURE STA. 3+35.31856.65POINT OF TANGENCY STA. 3+64.26857.9521" R.C.P. CLASS III
INV.=845.17
EXISTING GRADE
PROPOSED GRADE
60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C400 - Street Plan & Profile.dwg - C401Modified / By:October 21, 2021 7:26:14 PM / ecarsonPlotted / By:December 6, 2021 2:57:30 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTGRAPHIC SCALE
( IN FEET )
1" = 50 FT
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
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY
FRINGE, AS SCALED FROM FIRM MAP
PANEL NOS.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
CONSTRUCTION LIMITS
FWF(FIRM)
FWF(FIRM)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 & PROFILEC401REVISED PER CITY OF CARMEL COMMENTS10/2/21AEC