HomeMy WebLinkAboutC400 - Street Plan & Profile-C400DATUM
730.00
DATUM
730.00
EVERETT DRIVE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
770
740
750
760
770
0+00755.2754.87755.3754.690+25 755.2754.910+50 755.1755.130+75 1+00755.1755.35755.4755.561+25 755.5755.781+50 755.6756.001+75 2+00755.8756.22755.4756.362+25 754.8756.232+50 753.9755.932+75 3+00753.0755.63752.1755.333+25 751.1755.023+50 750.7754.723+75 4+00750.5754.42750.4754.134+25 750.4753.994+50 750.5754.044+75 5+00750.6754.27750.8754.555+25 751.0754.835+50 751.3755.105+75 6+00751.4755.37751.4755.496+25 752.5755.366+50 753.1755.196+75 7+00753.4755.01753.7754.847+25 754.4754.667+50 754.9754.567+75 8+00755.2754.64755.4754.948+25 755.1754.578+50 754.8754.328+75 9+00754.7754.07754.7753.869+25 754.8753.869+50 754.9754.099+75 10+00755.0754.39755.0754.6910+25 10+50755.0754.991.10%-0.70%-1.21%
-2.08%
1.20%
-2.08%
-1.00%
0.70%
2.08%
0.87%END CONSTRUCTION STA. 10+50.00754.99 INTERSECTION STA. 2+30.00CL756.36WILBUR ROAD INTERSECTION STA. 8+23.00CL754.98JAMES DEAN DRIVEBEGIN CONSTRUCTION STA. 0+00.00754.87BVCS: 2+07.50BVCE: 756.28EVCS: 2+52.50EVCE: 756.2045.00' VC
K = 21.64
A.D. = -2.08%
PVI ELEV: 756.48
PVI STA: 2+30.00
HIGH PT ELEV: 756.36
HIGH PT STA: 2+26.32
BVCS: 5+98.50BVCE: 755.36EVCS: 6+38.50EVCE: 755.4440.00' VC
K = 22.27
A.D. = -1.80%
PVI ELEV: 755.58
PVI STA: 6+18.50
HIGH PT ELEV: 755.49
HIGH PT STA: 6+23.01
GRADE CHANGE STA. 0+13.38754.59GRADE CHANGE STA. 8+36.37754.70GRADE CHANGE STA. 8+09.62754.70PROPOSED GRADE
PROPOSED GRADE
12" R.C.P.
INV.=749.49
8" S.D.R. 26 P.V.C
INV.=745.49
21" R.C.P.
INV.=748.30
15" R.C.P.
INV.=749.68
EXISTING GRADE
EXISTING GRADEBVCS: 4+16.39BVCE: 754.22EVCS: 4+91.39EVCE: 754.1875.00' VC
K = 32.46
A.D. = 2.31%
PVI ELEV: 753.77
PVI STA: 4+53.89
LOW PT ELEV: 753.98
LOW PT STA: 4+55.66
BVCS: 7+52.23BVCE: 754.65EVCS: 8+02.23EVCE: 754.6550.00' VC
K = 35.83
A.D. = 1.40%
PVI ELEV: 754.48
PVI STA: 7+77.23
LOW PT ELEV: 754.56
LOW PT STA: 7+77.15
BVCS: 9+10.07BVCE: 753.97EVCS: 9+70.07EVCE: 754.0360.00' VC
K = 27.30
A.D. = 2.20%
PVI ELEV: 753.67
PVI STA: 9+40.07
LOW PT ELEV: 753.83
LOW PT STA: 9+37.32
(PRIVATE)
I.E. 752.3
6" SSD
I.E. 752.2
6" SSD
I.E. 752.2
6" SSD
I.E. 752.1
6" SSDWWWWWWWW WWWWWWWWWWW 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+00756.665+50756.366+89752.843+59756.704+00756.094+50755.345+00754.725+50754.236+00753.736+50753.2311+18754.558+00756.088+50755.489+00754.889+50754.7410+00755.0410+50755.3311+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+22.37756.27LP6+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
HP9+32.35754.69LP10+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
729 728
LARSON DRIVE(PUBLIC)LARSON DRIVE(PRIVATE)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.
V.A.R. R/W
BIKE PROMENADE 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
3940414243
101102103104105106107108
109110111112113114115116117118119120121122123124125126
127 128 129 130 131
162
163164
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%
W
WWWWWWWWWWWWWWEX. 12" WATERMAINEX. YARD INLET #800
T.C.=755.77
15" R.C.P. N
INV.=751.41
18" R.C.P. S
INV.=751.31
EX. 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
WWWWWWWW
EX. YARD INLET #836
T.C.=756.37
ADJUST TC = 755.40
12" R.C.P. W
INV.=752.50EX. END SECTION #830
36" R.C.P. E
INV.=749.79
> o o o > o o o > o o o > o o o> o o o> o o o > o o o
> o o oVAR. D.U.S.S.&
PICKETT PLACE SPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANTWWWWWWWW W W W W W W W W W WWWW
WWEX. 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
EX. MANHOLE #826
T.C.=755.94
27" R.C.P. SW
INV.=751.16
18" R.C.P. S
INV.=751.25
15" R.C.P. E
INV.=751.16
EXISTING PATH
BEGIN CONSTRUCTION
STA. 0+00.00
END CONSTRUCTION
STA. 10+50.00
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
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)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY 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 FIVEC400
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C400 - Street Plan & Profile.dwg - C400Modified / By:May 11, 2021 5:24:13 PM / ecarsonPlotted / By:May 13, 2021 8:40:02 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...GRAPHIC SCALE
( IN FEET )
1" = 50 FT