HomeMy WebLinkAboutC202 - Site Plan-C202W
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.&
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
WWWWWWWWWWWWWWWWWWW 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)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
> o o oV.A.R. R/W
BIKE PROMENADE
3940414243
101102103104105106107108
109110111112113114115116117118119120121122123124125126
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-B30' 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 PATH25'12' ASPHALT PATHLEGEND
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 PUBLIC
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
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:SITE PLANSECTION FIVEC202
55115PYT-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/17/21DP
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File Name:S:\55115PYT-S5\DWG\C202 - Site Plan.dwg - C202Modified / By:May 11, 2021 5:40:23 PM / ecarsonPlotted / By:May 13, 2021 8:38:27 AM / Erik Carson05/11/21REVISED PER CITY OF CAMEL & CLIENT COMMENTSAEC...GRAPHIC SCALE
( IN FEET )
1" = 50 FT