HomeMy WebLinkAboutC400 - Street Plan & Profile-C401W W W W W W W WW WW W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W
L.C.A. #7
1,869 sq.ft.
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.
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.10' B.L.VAR. D.U.&
L.M.A.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. 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.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.&S.S.E.
10' D.&U.E. 10' D.&U.E. 10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' D.&U.E.10' B.L. VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
10+50
754.99
0+50
754.91
1+00
755.35
1+50
755.78
2+00
756.22
2+50
756.23
3+00
755.63
3+50
755.02
4+00
754.42
4+50
753.99
5+00
754.27
5+50
754.83
6+00
755.37
6+50
755.36
7+00
755.01
7+50
754.66
9+00
754.07
9+50
753.86
10+00
754.39 0+00756.771+00755.370+50756.076+00756.66 5+50756.366+89752.843+59756.704+00756.094+50755.345+00754.725+50754.236+00753.736+50753.2311+18754.558+00756.088+50 755.48 9+00 754.88 9+50754.7410+00755.0410+50755.33 11+00754.88818317 L.F. 18" R.C.P. @ 0.33%100 L.F. 21" R.C.P. @ 0.44%820
30 L.F. 21"
R.C.P. @ 0.47%
821
60 L.F. 21" R.C.P. @ 0.47%
857
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%860
15 L.F. 21" R.C.P. @ 0.27%
866
15 L.F. 15" R.C.P. @ 0.53%5+22.37 756.27 LP 6+15.22756.75GRD.CHG.4+55.66
753.98
LP 6+23.01
755.49
HP 7+77.15
754.56
LP 9+37.32
753.83
LP8+23.00
754.98
GRD.CHG.8+36.37
754.70
GRD.CHG.8+09.62
754.70
GRD.CHG.0+13.38
754.59
GRD.CHG. 2+26.32
756.36
HP 9+32.35754.69 LP10+55.79755.34HP874
873
15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
875
31 L.F. 12" R.C.P. @ 2.72%
730
729 728LARSON DRIVE(PUBLIC)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE) SPURR LANE(PRIVATE)50' I.E.E.
50' I.E.E.50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
S
S 73110' D.&U.E.V.A.R. R/W
BIKE PROMENADE
3940 41 42 43
101102 103 104 105 106 107 108
109
110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126
127 128 129 130 131
162
163 164
165
44
45
38
37
817 JAMES DEAN DRIVE(PUBLIC) JAMES DEAN DRIVE(PUBLIC)1.20%
-2.08%
-1.00% -1.40% 2.08%
-0.70% 1.10% -1.21% 0.60%L.C.A. #5A
3,237 sq.ft.
VAR. D.U.&
L.M.A.E.
50' R/W
30' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B-1.20% 0.60%0.87% -1.49% -1.00%859
25'
858A
857A
31 L.F. 12" R.C.P. @ 0.30%
858.
819
25'
44 L.F. 12" R.C.P. @ 0.95% LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
W
W W W W W W W W W W W WEX. 12" WATERMAINEX. YARD INLET #799
T.C.=755.68
15" R.C.P. S
INV.=752.05
12" R.C.P. N
INV.=752.65
EX. END SECTION #800A
12" R.C.P. S
INV.=753.15
W W WWW
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)W W W W W W W W W W W W W W W W W WEX. CURB INLET #831
T.C.=756.34
12" R.C.P. E
INV.=752.46
EX. MANHOLE #832
T.C.=756.25
12" R.C.P. W
INV.=752.05
18" R.C.P. S
INV.=751.67
15" R.C.P. E
INV.=751.77
EX. YARD INLET #864
T.C.=756.06
15" R.C.P. W
INV.=752.11
12" R.C.P. E
INV.=752.11
EX. YARD INLET #864A
T.C.=756.26
12" R.C.P. E
INV.=752.62
12" R.C.P. W
INV.=752.52
EX. YARD INLET #835
T.C.=757.09
12" R.C.P. W
INV.=753.72
EXISTING PATH
BEGIN CONSTRUCTION
STA. 7+77.13
BEGIN CONSTRUCTION
STA. 5+13.59
BEGIN CONSTRUCTION
STA. 3+59.30
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 6+89.30
END CONSTRUCTION
STA. 10+50.00
END CONSTRUCTION
STA. 11+18.13
CL INTERSECTION
STA. 2+30.00
STA. 6+28.59
CL INTERSECTION
STA. 8+23.00
STA. 6+28.59
CL INTERSECTION
STA. 10+50.00
STA. 6+28.59
CL INTERSECTION
STA. 0+00.00
STA. 6+28.59
END CONSTRUCTION
STA. 6+28.59
DATUM
735.00
DATUM
735.00
SPURR LANE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
0+00 756.8756.77755.0756.420+25 755.0756.070+50 755.0755.720+75 1+00 755.0755.37755.0755.021+25 1+27.69755.0754.99-1.40%END CONSTRUCTION STA. 1+27.69754.99BEGIN CONSTRUCTION STA. 0+00.00756.77PROPOSED GRADE
EXISTING GRADE
(PRIVATE)
DATUM
735.00
DATUM
735.00
WILBUR ROAD
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
5+13.59 756.3756.28755.4756.275+25 755.3756.365+50 755.5756.515+75 6+00 755.5756.66755.3756.556+25 6+50
0.60%-2.08%END CONSTRUCTION STA. 6+28.59756.48GRADE CHANGE STA. 6+15.22756.75PROPOSED GRADE
EXISTING GRADEBVCS: 4+97.37BVCE: 756.35EVCS: 5+47.37EVCE: 756.3550.00' VC
K = 41.67
A.D. = 1.20%
PVI ELEV: 756.20
PVI STA: 5+22.37
LOW PT ELEV: 756.27
LOW PT STA: 5+22.37
(PRIVATE)
DATUM
730.00
DATUM
730.00
JAMES DEAN DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760
3+59.30 756.7756.70756.7756.463+75 4+00 756.0756.09755.0755.724+25 755.0755.344+50 755.4754.974+75 5+00 755.1754.72755.2754.485+25 755.7754.235+50 755.5753.985+75 6+00 753.8753.73751.2753.486+25 751.9753.236+50 753.1752.986+75 6+89.30 753.6752.84-1.49%
-1.00%POINT OF INTERSECTION STA. 4+74.30754.98END CONSTRUCTION STA. 6+89.30752.84BEGIN CONSTRUCTION STA. 3+59.30756.7021" R.C.P.
INV.=747.55
PROPOSED GRADE EXISTING GRADE
(PUBLIC)
53" x 34" R.C.P.
INV.=747.25
DATUM
735.00
DATUM
735.00
LARSON DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
7+77.13 756.4756.358+00 755.5756.08755.5755.788+25 755.3755.488+50 755.3755.188+75 9+00 755.2754.88755.0754.709+25 754.9754.749+50 754.8754.899+75 10+00 754.9755.04754.9755.1910+25 754.9755.3310+50 754.9755.2510+75 11+00 754.9754.8811+18.13 755.1754.55-1.20%
0.60% -1.82%END CONSTRUCTION STA. 11+18.13754.55 INTERSECTION STA. 9+03.13CL 754.84EVERETT DRIVEBEGIN CONSTRUCTION STA. 7+77.13756.35BVCS: 10+43.37BVCE: 755.30EVCS: 10+93.37EVCE: 755.0050.00' VC
K = 20.70
A.D. = -2.42%
PVI ELEV: 755.45
PVI STA: 10+68.37
HIGH PT ELEV: 755.34
HIGH PT STA: 10+55.79
PROPOSED GRADE
EXISTING GRADE BVCS: 8+99.01BVCE: 754.89EVCS: 9+49.01EVCE: 754.7450.00' VC
K = 27.77
A.D. = 1.80%
PVI ELEV: 754.59
PVI STA: 9+24.01
LOW PT ELEV: 754.69
LOW PT STA: 9+32.35
(PUBLIC)
12" R.C.P.
INV.=750.17
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 FIVEC401REVISED PER CITY OF CARMEL COMMENTS07/26/21AEC55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C400 - Street Plan & Profile.dwg - C401Modified / By: July 26, 2021 11:38:05 AM / ecarsonPlotted / By: July 26, 2021 11:51:49 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .GRAPHIC SCALE
( IN FEET )
1" = 50 FT
08/09/21