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W W W W W W W W W W W W W WEX. 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
W W W W W WWW
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.&
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANTW W W W W 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
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
W 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.
5' WALK (BY BUILDER)5' WALK (BY BUILDER) 5' WALK (BY BUILDER)
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
> o o o > o o o > o o o > o o o > o o o> o o o > o o o > o o o> o o o > o o oLARSON 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
> o o oV.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
163164
165
44
45
38
37JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)L.C.A. #5A
3,237 sq.ft.
50' R/W
30' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B 30' B-B121 L.F. SWALE @ 1.00%
80 L.F. SWALE @ 1.00% 80 L.F. SWALE @ 1.00% 120 L.F. SWALE @ 1.00% 40 L.F. SWALE @ 1.00%
25' 12' ASPHALT PATH25'LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
2.37%
6.01% 3.41%
2.42%3.14%4.35%1.78%3.22%1.25%4.28%2.31%4.12%2.30%7.69%3.69%6.04%2.50%2.98%1.16%3.61%1.91%3.80%5.69%6.94%3.16%5.57%2.24%3.41%5.19%6.51%10.31%13.37%6.22%10.90% 4.77%7.57% 3.50%12.00%5.21%12.43%4.86%
2.63% 3.02%
5.78%
LEGEND
DENOTES CONSTRUCTION LIMITS
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
EXISTING CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONTOUR
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED GRADE ELEVATION
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON
AREAS)
Ù ADA RAMP TO BE INSTALLED
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED 6" SUB-SURFACE DRAIN
B.L. BUILDING SETBACK LINE
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE A COMBINATION OF PUBLIC &
PRIVATE. PLEASE REFER TO THIS DESIGNATION WITHIN THE STORM SEWER PIPE
TABLE ON SHEET C600.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
CONTACTS
CARMEL UTILITIES
FOR WATER LOCATES
(317) 571-2648
RISER
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:SITE PLANSECTION FIVEC202REVISED PER CITY OF CARMEL COMMENTS06/24/21AECREVISED PER CITY OF CARMEL COMMENTS 07/26/21 AEC55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C202 - Site Plan.dwg - C202Modified / By: July 26, 2021 11:40:55 AM / ecarsonPlotted / By: July 26, 2021 11:49:25 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .GRAPHIC SCALE
( IN FEET )
1" = 50 FT
08/09/21