HomeMy WebLinkAboutC402 - Intersection Details-C403W W W W W W W W W W W W W 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 W W W W W W W W W
L.C.A. #7
1,869 sq.ft.
G.C.A. #16
23,700 sq.ft.
818
820
821
860
874
873
728
S
S 731
3940 41 42 43
101102 103 104 105 106
109
110 111 112 113 114
44
45
38
37
L.C.A. #5A
3,237 sq.ft.
819
W W W
W W WW W W WW W W W W W W W W W W W W W WW W W10+50
754.99
5+25
754.55
5+50
754.83
5+75
755.10
6+00
755.37
6+50
755.36
6+75
755.19
7+00
755.01
7+25
754.84
7+50
754.66
8+00
754.64
8+50
754.57
8+75
754.32
9+00
754.07
9+25
753.86
9+50
753.86
9+75
754.09
10+00
754.39
10+25
754.69
HP
6+23.01
755.49
LP
7+77.15
754.56
LP
9+37.32
753.83
GRD.CHG.
8+23.00
754.98
GRD.CHG.
8+36.37
754.70
GRD.CHG.
8+09.62
754.70 6+89M.E.3+59M.E.3+75756.464+00756.09 4+25755.724+50755.345+00754.725+25754.485+50754.23 5+75753.986+00753.736+25753.486+50753.236+75752.980+00M.E.0+25756.420+50756.070+75755.721+00755.371+25755.02756.46756.13756.46756.13756.09755.76756.09755.76755.72755.39755.72755.39754.48754.15754.48 754.15754.23753.90754.23753.90753.98753.65753.98753.65EVERETT DRIVE
(PRIVATE) EVERETT DRIVE
(PRIVATE)SPURR LANE(PRIVATE)JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)754.32
753.99
754.85
754.52
754.07
753.74
754.60
754.27
753.86
753.53
754.40
754.07
753.83
753.50
754.37
754.04
753.86
753.53
754.40
754.07
754.09
753.76
754.62
754.29
754.39
754.06
754.92
754.59
754.69
754.36
754.99
754.66
754.66
754.33
755.20
754.87
754.56
754.23
755.10
754.77 755.72755.39756.26755.93756.07755.74756.61756.28756.42756.09756.96756.63M.E.M.E.M.E.M.E.50' R/W30' B-B50' R/W30' B-BR2
0'
R2 0'50' R/W
30' B-B
50' R/W
30' B-B
R20'R2
0
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754.79 755.50755.17754.58
754.25 754.63754.30754.63754.30754.49
754.16
755.02
754.69 755.50755.171.11
%1.11%754.84
754.51
755.38
755.05
755.01
754.68
755.55
755.22
755.19
754.86
755.72
755.39
755.36
755.03
755.90
755.57
755.49
755.16
756.03
755.70
755.37
755.04
755.91
755.58
755.10
754.77
755.64
755.31
754.83
754.50
755.36
755.03
754.55
754.22
755.09
754.76 M.E.M.E.M.E.M.E.5+09.305+09.30755.69755.36756.22755.890+77.69755.69755.91755.58755.56755.237+88.00
754.58
8+58.00
754.49 4+39.30755.505+09.30754.63753.73753.40753.73753.40753.48753.15753.48753.15753.23752.90753.23752.90752.98752.65752.98752.65M.E.M.E.M.E.M.E.*
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* * 1.30%
1.3
0
%-1.38%-1 .38%
-0
.60%
1.44
%0.60%-0.91%HPHP5' WALK (BY BUILDER) 5' WALK (BY BUILDER)5' WALK (BY BUILDER) 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:INTERSECTION DETAILSECTION FIVEC403REVISED 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\C402 - Intersection Details.dwg - C403Modified / By: July 26, 2021 11:36:17 AM / ecarsonPlotted / By: July 26, 2021 11:52:35 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .GRAPHIC SCALE
( IN FEET )
1" = 20 FTMATCHLINE "A" - SEE SHEET C402MATCHLINE "A" - SEE SHEET C402 LEGEND
DENOTES CONSTRUCTION LIMITS
DRAINAGE FLOW ARROW
DENOTES REVERSE CURB LOCATIONS
DENOTES TRANSITIONAL GRADING
* ADA RAMP
08/09/21