HomeMy WebLinkAboutC400 - Street Plan & Profile-C400James E. Noland, Jr. etuxInst. No. 91-03007130'30' DRAINAGE FLOODROUTE EASEMENTINST. NO. 2020-06914810' ASPHALT PATH5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' ASPHALT PATHPERGOLAW/ BENCHPERGOLAW/ BENCHESPERGOLA5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKC.A.#1-2o o o o o o o o o o o oo o oo o oo o oo o oo o oo o oo o oo o oWWWWW W W W W W W W W W
************W. 116th STREETVAR. R.D.E. & B.M.P.EVAR. D.&U.E.VAR. R.D.E. & B.M.P.E.WWWWWWWVAR. D.U.&S.S.E.8+12
855.7
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853.43
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856.31
7+00
856.42
8+00
855.8
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6+42.92
856.72
LP
4+82.41
854.82
HP
1+82.06854.20LP2+15.00854.10HP3+43.84855.80GRD.CHG.
0+24.00
852.57
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30' B-B
W1.14%2.26%1.22%-0.60%
-0.60
%-0.63%1.67%6
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11
13
14
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20' D.U.
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30' D.&U.E.
15' R.
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1+50
854.00
2+50854.334+50
855.00
5+50
855.54
7+50
856.12 25' B.L.25' B.L.
25' B.L.25' B.L.
25'
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25' B.L.25' B.L.25' B.L.VAR. U.E.20' B.M.P.&U.E.C.A.#1-225' R.D.E.WILLIAMS CREEK15' R.D.E.15' R.D.E.xxxxxxxxxxxxx> o o o > o o o > o o o> o o o12 L.F. 24" R.C.P. @ 1.00%6+50855.018+50855.7910' S.S.E.10' S.S.E.> o o o> o o o> o o o> o o o25'
R
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.25' R.D.E.(PARKWAY ARTERIAL)T.C.=856.20
T.C.=855.79
T.C.=856.99
T.C.=856.24
T.C.=855.28
T.C.=856.24
T.C.=856.84 10' ASPHALTPATHKEATON DRIVE
(LOCAL)KEATON DRIVE(LOCAL)KEATON DRIVE
(LOCAL)VILLAGE CREEK DRIVE(LOCAL)KEAT
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20' B.M.P.
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30' D.&U.E.
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25' L.B.E.
10' L.B.E.10' L.B.E.10' L.B.E.5' N.A.E.5' N.A.E.VAR. T.P.E.5' L.B.E.111 L.F. 18" R.C.P. @ 0.36%15 L.F.
15" R.C.P.
@ 0.30%
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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. 12" R.C.P. @ 1.74%140 L.F. 12" R.C.P. @ 0.30%30 L.F. 12" R.C.P. @ 0.33%
37 L.F. 15" R.C.P. @ 0.22%105 L.F. 15" R.C.P. @ 0.22%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%
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21 L.F. 12" R.C.P. @ 3.90%
63 L.F. 15" R.C.P. @ 0.25%
33 L.F. 18" R.C.P. @ 0.18%
38 L.F. 18" R.C.P. @ 0.18%
29 L.F. 18" R.C.P. @ 0.18%
23 L.F. 12" R.C.P. @ 2.27%
84 L.F. 18" R.C.P. @ 0.19%
136
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70 L.F. 18" R.C.P. @ 0.23%
30 L.F. 15" R.C.P. @ 0.30%> o o oT.C.=856.06 VAR. SIGNEASEMENTRADIUS POINT
STA. 8+12.46
POINT OF TANGENCY
STA. 2+08.22
POINT OF CURVATURE
STA. 1+10.71
POINT OF CURVATURE
STA. 3+46.34
POINT OF TANGENCY
STA. 4+43.85
CL INTERSECTION
STA. 6+42.99
STA. 9+01.69
POINT OF CURVATURE
STA. 7+07.30
POINT OF TANGENCY
STA. 7+57.35
CURVE DATA
D=55°52'16"
R=100.00
L=97.51
T=53.03
CURVE DATA
D=55°52'16"
R=100.00
L=97.51
T=53.03
CURVE DATA
D=19°06'58"
R=150.00
L=50.05
T=25.26
BEGIN CONSTRUCTION
STA. 0+10.43
DATUM
840.00
DATUM
840.00
SCALE: 1"=50' HOR.
1"=5' VERT.
850
860
870
850
860
870
8'' SDR-35 PVC
INV=848.02
12'' RCP
INV=849.84 8'' SDR-35 PVC
INV=849.77
15'' RCP
INV=849.72 15'' RCP
INV=848.87
0+00852.9851.8852.580+25852.2852.860+50852.3853.150+751+00852.4853.43852.5853.721+25852.6854.001+50852.5854.191+752+00852.3854.14852.0854.122+25851.7854.332+50851.5854.782+753+00851.4855.35851.7855.723+25852.0855.793+50852.2855.623+754+00852.4855.41852.6855.204+25852.8855.004+50853.1854.834+755+00853.5854.88853.7855.155+25853.6855.545+50853.4855.925+756+00853.2856.31853.1856.646+25853.2856.716+50853.2856.576+757+00853.4856.42853.6856.277+25853.7856.127+50853.9855.977+758+00853.9855.828+12.46853.9855.741.54%
-0.60%
-2.08%
-0.60%
-0.83%2.26%
1.14%CL INTERSECTION STA. 6+42.99856.72POINT OF CURVATURE STA. 1+10.71853.56POINT OF CURVATURE STA. 3+46.34855.80POINT OF CURVATURE STA. 7+07.30856.37POINT OF TANGENCY STA. 2+08.22854.11POINT OF TANGENCY STA. 4+43.85855.05POINT OF TANGENCY STA. 7+57.35856.07BEGIN CONSTRUCTION STA. 0+10.43852.85GRADE CHANGE STA. 0+24.00852.57RADIUS POINT STA. 8+12.46855.74PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING GRADE
EXISTING GRADEBVCS: 4+59.71BVCE: 854.92EVCS: 5+24.71EVCE: 855.1565.00' VC
K = 27.43
A.D. = 2.37%
PVI ELEV: 854.65
PVI STA: 4+92.21
LOW PT ELEV: 854.82
LOW PT. STA: 4+82.41
BVCS: 1+99.29BVCE: 854.14EVCS: 2+74.29EVCE: 854.7775.00' VC
K = 26.19
A.D. = 2.86%
PVI ELEV: 853.92
PVI STA: 2+36.79
LOW PT ELEV: 854.10
LOW PT. STA: 2+15.00
BVCS: 1+52.58BVCE: 854.03EVCS: 1+97.58EVCE: 854.1545.00' VC
K = 25.88
A.D. = -1.74%
PVI ELEV: 854.29
PVI STA: 1+75.08
HIGH PT ELEV: 854.20
HIGH PT. STA: 1+82.06
BVCS: 2+96.24BVCE: 855.26EVCS: 3+61.24EVCE: 855.7365.00' VC
K = 21.03
A.D. = -3.09%
PVI ELEV: 856.00
PVI STA: 3+28.74
HIGH PT ELEV: 855.80
HIGH PT. STA: 3+43.84
BVCS: 6+10.53BVCE: 856.47EVCS: 6+55.53EVCE: 856.6845.00' VC
K = 21.01
A.D. = -2.14%
PVI ELEV: 856.82
PVI STA: 6+33.03
HIGH PT ELEV: 856.72
HIGH PT. STA: 6+42.92
KEATON DRIVEKEATON CIRCLE(STREET NAME CHANGE)CONTRACTOR TO FIELD VERIFY
LOCATION OF EXISTING GAS MAIN
(CONTACT: CENTERPOINTE ENERGY
1-800-990-1930)
60160JGV-R1
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA06/16/21File Name:S:\60160JGV-R\DWG\C400 - Street Plan & Profile.dwg - C400Modified / By:March 19, 2022 4:41:45 PM / ecarsonPlotted / By:March 20, 2022 4:45:05 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
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
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 & PROFILEC400
H.P.HIGH POINT
L.P.LOW POINT
GRD. CHG.GRADE CHANGE