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EX. 8'x3' CONCRETE BOX CULVERT
BEANS
4853
756.03
EX. CURB INLET #813
T.C.=755.25
12" R.C.P. W
INV.=751.66
12" R.C.P. E
INV.=751.56
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 117
INV.=747.19
DETENTION #2
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00 WW W W W W W W W W W W W W WW W W
W
W
EX. YARD INLET #836
T.C.=756.37
12" R.C.P. W
INV.=752.50
EX. YARD INLET #825
T.C.=756.44
15" R.C.P. W
INV.=751.54
12" R.C.P. E
INV.=751.54
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
EX. MANHOLE #862
T.C.=756.49
18" R.C.P. E
INV.=751.50
18" R.C.P. N
INV.=751.45
EX. CURB INLET #827
T.C.=756.18
27" R.C.P. NE
INV.=751.00
30" R.C.P. W
INV.=751.00
EX. YARD INLET #828
T.C.=755.47
30" R.C.P. E
INV.=750.80
30" R.C.P. W
INV.=750.80
12" R.C.P. S
INV.=751.00
15" R.C.P. N
INV.=751.00
EX. CURB INLET #829
T.C.=755.69
30" R.C.P. E
INV.=749.97
36" R.C.P. W
INV.=749.97
EX. CURB INLET
W/2' SUMP #829A
T.C.=755.63
36" R.C.P. E
INV.=749.91
36" R.C.P. W
INV.=749.91
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. END SECTION #830
36" R.C.P. E
INV.=749.79
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
EX. MANHOLE #840
T.C.=757.15
15" R.C.P. S
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. MANHOLE #837
T.C.=757.17
12" R.C.P. S
INV.=752.91
12" R.C.P. W
INV.=752.81
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. YARD INLET #880
T.C.=753.32
18" R.C.P. NE
INV.=749.40
18" R.C.P. S
INV.=749.40
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458AEX. END SECTION #143EX. END SECTION #143A
W W W W W W W W W W W W
W W WW WW W W WW W WEX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #810
T.C.=753.00
12" R.C.P. W
INV.=749.63
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W
THE GROVE AT THE LEGACY> 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 o> o o o15' 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.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.E. 50'50'
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. D.U.S.S.&
L.M.A.E.
VAR. I.E.E.& D.U.&S.S.E.
4' R.A.E.
4' R.A.E.
4' R.A.E.
4' R.A.E.4' R.A.E. 4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E. 4' R.A.E.4' R.A.E. 4' R.A.E.4' R.A.E. 4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.4' R.A.E.THE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
EX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W W W W W W
W W W W W W WW W W W W W WW W W W W W W W W W W W50' R/W30' B-BANTIQUITY DRIVE
(PUBLIC) WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)ALLEY EAST(PRIVATE)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.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)CHERRY CREEK BOULEVARD
10' B.L. VAR. SIGNEASEMENTANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
184A 184B
183A 183B
182A 182B
66A 66B
67A 67B
68A
68B
63A63B 64A 64B 65A 65B 181A 181B 180A 180B 179A 179B
60B
60A
61B
61A
62B
62A176B
176A
177B
177A
178B
178A12' ASPHALT PATH12' ASPHALT PATH5' SIDEWALK BUILT WITH FUTURE HOME CONSTRUCTIONJAMES DEAN DRIVE752.94
753.39
753.78
754.18
754.58
754.97
755.33
754.41
754.22
753.71
753.93
754.31
754.68
753.90
12' ASPHALT PATH 12' ASPHALT PATHEX. 5' SIDEWALKW W W W W W W W W W W W
50' I.E.E.
30' B-B
30' B-B
50' I.E.E.
30' B-B 50' I.E.E.30' B-B50' I.E.E.30' B-B10' 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.PICKETT PLACE
LARSON DRIVE15' 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.
20 FEET
FORCE MAIN EASEMENT
INSTR. No. 2008043639 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.&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. o o oo 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 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
(PRIVATE)(PUBLIC)(PRIVATE)EX. LAKE #2 (DD2)
N.P.=750.00
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
T.O.B.=756.00
> 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 o > o o o > o o o > o o o> o o o > o o oo o oo o oWILBUR ROADL.C.A. #11
3,150 sq.ft.
868788 89 90 91 92 141 140 139 138 137
9998 97 96 95 94 93 132 133 134 135 136
166
167
161
160
159168
158
169
170 157
171
172
173
174
175 WW W W W W W W W W WL.C.A. #10
2,726 sq.ft.W W W W W15' D&U.E. 15' D&U.E. 15' D&U.E.
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALKV.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
12' PATH 12' PATH 12' PATHG.C.A. #12
1,859 sq.ft.
V.A.R. R/W
BIKE PROMENADE
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&S.S.E
& L.M.A.E.
VAR. D.U.&
P.A.E.& L.M.A.E.
BIRTHRIGHT WAY
(PRIVATE)
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 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
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 FOUR A & FOUR BC204
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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File Name: S:\55115-PYT-S4\DWG\C204 Site Plan S4A and S4B.dwg - C204Modified / By: July 7, 2020 2:05:27 PM / dmetzPlotted / By: August 14, 2020 2:49:27 PM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSMGRAPHIC SCALE
( IN FEET )
1" = 50 FT
09/11/20