HomeMy WebLinkAboutC402 - Intersection Details-C402W W W W W W W W W W W W W W W W W W W W WW 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
G.C.A. #15
77,300 sq.ft.
857 866
875
730
729
106107 108
114115 116 117118 119 120 121 122 123 124 125 126
127 128 129 130 131
162
163164
165
817
859
858A
857A
858.W W W0+00
754.87
0+25
754.69
0+50
754.91
0+75
755.13
1+00
755.35
1+25
755.56
1+50
755.78
1+75
756.00
2+00
756.22
2+50
756.23
2+75
755.93
3+00
755.63
3+25
755.33
3+50
755.02
3+75
754.72
4+00
754.42
4+25
754.13
4+50
753.99
4+75
754.04
5+00
754.27
5+25
754.55
5+50
754.83
LP
4+55.66
753.98
GRD.CHG.
0+13.38
754.59
HP
2+26.32
756.36
5+25756.275+50756.365+75756.516+00756.666+25756.55LP5+22.37756.27GRD.CHG. 6+15.22756.75 11+18M.E.8+00 756.088+25755.788+50755.488+75755.189+00754.889+25754.709+50754.749+75754.8910+00755.0410+25 755.1910+50 755.33 10+75755.2511+00754.88LP9+32.35754.69HP10+55.79755.34755.04754.71755.04754.71754.89754.56754.89754.56754.74754.41754.74754.41754.69754.36754.70754.37754.88754.55755.18754.85755.78755.45755.78755.45755.48755.15755.48755.15756.08755.75756.08755.75756.51756.18757.05 756.72 756.36756.03756.90 756.57 756.27755.94756.81 756.48 M.E.M.E.M.E.M.E.EVERETT DRIVE
(PRIVATE)WILBUR ROAD(PRIVATE)LARSON DRIVE(PUBLIC)50' R/W30' B-B50' R/W30' B-B30' B-B
30' B-BLARSON DRIVE(PUBLIC)R2
0'
R20'
R20'R20'50' R/W
30' B-B755.12755.45754.587
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754.50
755.36
755.03
754.55
754.22
755.09
754.76
754.27
753.94
754.81
754.48
754.04
753.71
754.58
754.25
753.99
753.66
754.52
754.19
753.99
753.66
754.53
754.20
754.13
753.80
754.67
754.34
754.42
754.09
754.96
754.63
754.72
754.39
755.26
754.93
754.91
754.58
755.45
755.12
755.13
754.80
755.67
755.34
755.35
755.02
755.88
755.55
755.56
755.23
756.10
755.77
755.78
755.45
756.32
755.99
756.00
755.67
756.54
756.21
756.22
755.89
756.23
755.90
756.36
756.03
755.93
755.60
756.47
756.14
755.63
755.30
756.17
755.84
755.33
755.00
755.86
755.53
755.02
754.69
755.56
755.23
754.78
754.45
755.32
754.99
756.71
756.38
756.59
756.26 756.62756.29757.16756.83754.78
0+35.00
756.17
755.84
756.05
755.72
756.16
1+95.00 2+65.00754.69754.36755.26754.935+93.59756.62756.05
8+68.13755.269+38.13754.69755.19754.86755.19754.86755.33755.00755.33755.00755.25754.92755.25754.92755.30754.97755.30754.97754.88754.55754.88754.55M.E.M.E.M.E.M.E.*
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*
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*M.E.M.E.M.E.M.E.70' DEPRESSED CURB755.26754.93754.69754.365' WALK (BY BUILDER) 5' WALK (BY BUILDER)
0.6
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%HPHP-0.6 0%
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0.60
%0.96%* 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 FIVEC402REVISED 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 - C402Modified / By: July 26, 2021 11:36:17 AM / ecarsonPlotted / By: July 26, 2021 11:52:28 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .GRAPHIC SCALE
( IN FEET )
1" = 20 FT
LEGEND
DENOTES CONSTRUCTION LIMITS
DRAINAGE FLOW ARROW
DENOTES REVERSE CURB LOCATIONS
DENOTES TRANSITIONAL GRADING
* ADA RAMP MATCHLINE "A" - SEE SHEET C403MATCHLINE "A" - SEE SHEET C403 08/09/21