HomeMy WebLinkAboutC400 - Street Plan & Profile-C400C.A.#38
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12'35'27'62'43'2'31'2'12'
47'
20'27'EX. 8'
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334335336337338
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30' B-BW W W W W W W
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W WWWWWWWWWWWWWWWWWWWWWWWWWEXMOOR DRIVE
MEN
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EXM
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10' B.
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VAR. D.U.&S.S.E.
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10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.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
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68,670 sq. ft.BLOCK 'O'
66,245 sq. ft.
BLOCK 'P'
23,840 sq. ft.BLOCK 'Q'8,
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VAR. D.U.&S.S.E.
& B.M.P.E.
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108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
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C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)15' T.P.E.15' T.P.E.15' T.P.E.50' D.U.
& S.S.E.
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50' D.U. & S.S.E.
& I.E.E. & P.A.E.13+60.32854.07GRD.CHG.12+47.26853.45LPSSD INV. 842.00
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TC. = 844.42
SSD INV. EL 841.92
TC. = 844.21
SSD INV. EL 841.71
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C.O.
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BEGIN CONSTRUCTION
STA. 0+00.00
CURVE DATA
Δ=45.048
R=100.00'
L=78.62'
T=41.47'
CURVE DATA
Δ=44.952
R=100.00'
L=78.46'
T=41.37'
POINT OF TANGENCY
STA. 0+78.62
POINT OF TANGENCY
STA. 2+93.82
POINT OF TANGENCY
STA. 4+58.13
POINT OF TANGENCY
STA. 7+91.66
POINT OF TANGENCY
STA. 9+64.93
POINT OF CURVATURE
STA. 2+55.22
POINT OF CURVATURE
STA. 3+79.59
POINT OF CURVATURE
STA. 7+51.72
POINT OF CURVATURE
STA. 8+84.93
POINT OF CURVATURE
STA. 11+95.12
CURVE DATA
Δ=90.000
R=40.00'
L=62.83'
T=40.00'
CURVE DATA
Δ=45.769
R=50.00'
L=39.94'
T=21.10'
CURVE DATA
Δ=90.000
R=50.00'
L=78.54'
T=50.00'
CURVE DATA
Δ=44.231
R=50.00'
L=38.60'
T=20.32'
END CONSTRUCTION
STA. 12+73.58
EXMOOR DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
840
850
860
870
840
850
860
870
-0+00853.3854.37852.4853.870+25851.9853.370+50851.8852.910+751+00851.9852.65851.7852.621+25851.6852.771+50851.6852.921+752+00851.6853.07851.2853.222+25851.0853.292+50851.0853.192+753+00851.0853.04851.0852.893+25851.0852.743+50851.0852.593+754+00851.0852.45851.0852.434+25851.0852.574+50851.0852.724+755+00851.2852.87851.8853.025+25852.3853.325+50852.9853.825+756+00853.3854.32853.8854.826+25854.4855.326+50855.0855.826+757+00856.0856.32857.4856.827+25858.7857.327+50859.5857.827+758+00859.5858.32859.5858.828+25859.7859.318+50860.0859.618+759+00860.3859.90860.6860.009+25860.7859.899+50860.7859.599+7510+00860.8859.28860.8858.9710+25860.6858.6610+50860.1858.3410+7511+00859.5857.85858.6857.3511+25857.7856.8511+50856.8856.3511+7512+00856.0855.85855.0855.3512+25854.3854.8512+5012+73.58853.3854.37-2.00%
0.60%-0.60%0.60%
2.00%
2.00%
1.22%
-1.25%
-2.00%INTERSECTION STA. 0+00.00854.37POINT OF TANGENCY STA. 0+78.62852.86POINT OF CURVATURE STA. 2+55.22853.29POINT OF TANGENCY STA. 2+93.82853.08INTERSECTION STA. 3+70.09852.62POINT OF CURVATURE STA. 3+79.59852.57POINT OF TANGENCY STA. 4+58.13852.61POINT OF CURVATURE STA. 7+51.72857.35POINT OF TANGENCY STA. 7+91.66858.15INTERSECTION STA. 8+06.46858.44POINT OF INTERSECTION STA. 9+24.93860.00GRADE CHANGE STA. 7+00.00856.32GRADE CHANGE STA. 10+75.00858.34GRADE CHANGE STA. 8+45.59859.23POINT OF CURVATURE STA. 11+95.12855.94INTERSECTION STA. 12+73.58854.37BVCS: 0+61.47BVCE: 853.14EVCS: 1+31.47EVCE: 852.6570.00' VC
K = 26.92
A.D. = 2.60%
PVI ELEV: 852.44
PVI STA: 0+96.47
LOW PT ELEV: 852.61
LOW PT. STA: 1+15.32
BVCS: 3+94.96BVCE: 852.48EVCS: 4+34.96EVCE: 852.4840.00' VC
K = 33.33
A.D. = 1.20%
PVI ELEV: 852.36
PVI STA: 4+14.96
LOW PT ELEV: 852.42
LOW PT. STA: 4+14.96
BVCS: 2+28.26BVCE: 853.24EVCS: 2+68.26EVCE: 853.2440.00' VC
K = 33.33
A.D. = -1.20%
PVI ELEV: 853.36
PVI STA: 2+48.26
HIGH PT ELEV: 853.30
HIGH PT. STA: 2+48.26
BVCS: 8+89.93BVCE: 859.79EVCS: 9+59.93EVCE: 859.7870.00' VC
K = 28.35
A.D. = -2.47%
PVI ELEV: 860.22
PVI STA: 9+24.93
HIGH PT ELEV: 860.00
HIGH PT. STA: 9+24.49
18" R.C.P. CLASS III
INV.=846.82
12" R.C.P. CLASS III
INV.=847.41
24" R.C.P. CLASS III
INV.=844.91
18" R.C.P. CLASS III
INV.=847.86
8" SDR-35 PVC
INV.=844.62
8" SDR-35 PVC
INV.=842.44
8" SDR-35 PVC
INV.=845.54
8" SDR-35 PVC
INV.=844.96
15" R.C.P. CLASS III
INV.=846.90
GRADE CHANGE STA. 5+39.30853.10EXISTING GRADE
PROPOSED GRADE
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 - C400Modified / By:October 21, 2021 7:26:14 PM / ecarsonPlotted / By:December 6, 2021 2:57:04 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 & PROFILEC400REVISED PER CITY OF CARMEL COMMENTS10/21/21AEC