HomeMy WebLinkAboutC602 Utility Plan-C602S00°20'13"W 2631.74'E. LINE, SE. 1/4, SEC. 34, T.18N., R.3E.TC=860.88'
IE N. 18" PVC=839.99'
IE S. 18" PVC=839.91'
TC=857.24'
IE N. & S. 18" PVC=838.99'
IE 12" CMP=855.77'IE 12" CMP=855.94'
N89°37'50"E 443.45' (M)
N. LINE OF THE S. 60 ACRES OF THE SE. 1/4, SEC. 34 FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.
2.0' DEED OVERLAP
S. LINE OF THE N. 100 ACRES OF THE SE. 1/4, SEC. 34
CLARI
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12'13'
11'88.0'9'WOODED
AREA
10.4' DEED GAP
9.8' DEED GAP
6.1' DEED GAP SPRING MILL ROAD(PUBLIC - VARIABLE R/W)CULTIVATED
FIELD
ONE STORY
WOOD FRAME &
LIMESTONE HOUSE
3,622 SQ. FT.
WOOD
SHED
WOOD
SHED
T.P.
P.W.P.
EOH_E
139
856.50
M
M
P.W.P.P.W.P.
T E R H U N E L A N E
HAMLET DRIVEOTTO LANEEX. CURB INLET #635
T.C.=853.88
12" R.C.P. N
INV.=850.23
EX. CURB INLET #636
T.C.=854.04
12" R.C.P. S
INV.=850.09
12" R.C.P. NW
INV.=849.99
EX. DBL. CURB INLET #639
T.C.=854.07
12" R.C.P. SE
INV.=849.56
15" R.C.P. W
INV.=849.46
EX. CURB INLET w/ 2' SUMP #640
T.C.=854.23
15" R.C.P. E
INV.=849.30
18" R.C.P. W
INV.=849.20
EX. MH. #JG839
T.C.=855.69
8" S.D.R. 35 P.V.C N
INV.=844.18
8" S.D.R. 35 P.V.C E
INV.=844.08
EX. MANHOLE #641
T.C.=855.06
18" R.C.P. E
INV.=848.80
18" R.C.P. W
INV.=848.70
EX. MH. #JG838
T.C.=857.74
8" S.D.R. 35 P.V.C W
INV.=842.47
8" S.D.R. 35 P.V.C N
INV.=842.37
EX. CURB INLET #628
T.C.=855.88
18" R.C.P. E
INV.=850.16
18" R.C.P. W
INV.=850.06
EX. CURB INLET #627
T.C.=855.87
18" R.C.P. E
INV.=849.88
18" R.C.P. W
INV.=849.79
EX. MH. #JG840
T.C.=856.93
8" S.D.R. 35 P.V.C N
INV.=845.73
8" S.D.R. 35 P.V.C W
INV.=845.81
8" S.D.R. 35 P.V.C S
INV.=845.63
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
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.
VAR. D.&U.E.&L.M
.
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.
50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.5' N.A.E.5' N.A.E.10'
B.L
.15' D.&U.E.30' R.D.E.10' D.&U.E.6' B.L.6' B.L.EX. TEMP END SECTION #852
TO BE REMOVED
15" R.C.P. E
INV.=851.38
EX. YARD INLET #851
T.C.=854.76
15" R.C.P. W
INV.=851.06
15" R.C.P. E
INV.=850.97
EX. END SECTION #850
15" R.C.P. W
INV.=850.84
EX. OUTLET CONTROL #638
T.C.=853.76
18" R.C.P. W
INV.=850.73
SEA BIRD WA
Y SIGILARY WAYEXISTING
HAMLET BMP
DRY
DETENTION
BASIN
2 YEAR=852.14
10 YEAR=853.10
100 YEAR=854.63
TOP OF BANK=854.8
EX. MH. #JG837
T.C.=857.18
ADJUST TC=858.10
8" S.D.R. 35 P.V.C S
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08 EX. 10' PATHEX. 10' PATH854.85854.40
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5
.
1
1 855.52855.07854.70854.55854.25854.
1
0855.18856.09
W W W W
WWWWWWWWWW17' B.L.10'
B
.L
.
17' B.L.
17' D.U.&S.S.E.
17' U.E.10' U
.E
.10' U.E
.10' U.E
.13'
D
.U
.&S
.S
.E
.
VAR.
R.D.E.&U.E.&P.A.E.
& S.S.E.
&L.M.A.E.OTTO LANE20'18'10'TYP.
20'
TYP.VAR.
I.E.E
.&R.D
.E.&S.S
.E
.&U
.E.
VAR.
R.D.E.&U.E.
P.A.E. & S.S.E.
&L.M.A.E.
VAR. R.D.E.&U.E.
& S.S.E. &L.M.A.E.
VAR.
R.D.E.&U.E.
&
S.S.E.
&L.M.A.E.5' N.A.E.10' B.L.10' B.L.15' B
.L.15'
B
.L
.15' B.L.15' B
.L.13' B
.L.13' B
.L.
VAR. B.L.
17' B.L.17' B.L.VAR. B.L.10' B.L.10' B.L
.10'
B.L
.10' B
.L.(Alley)
(PRIVATE)10' U.E.
10' B.L.10' B.L.S10' B.L.10' B.L.℄SPRINGMILL ROAD15.0'> o o o> o o o10' D.&U.E 10' D.&U.E15' D
.&U
.E
.15' D
.&U
.E
.15' D
.&U
.E.15'
D
.&U
.E.
BLOCK 'B'
193 L.F. 12" R.C.P. @ 0.30%
> o o o > o o o
866
865
852
JGH202
JGH201
JGH200
6' B.L.5' N.A.E.23
24
25
26
27
28
29 30 31
3233343536
37
38
39
40
41
42
43
44
SIGILLARY LANERAYLE DRIVE
12± L.F. 15" R.C.P. @ 0.27%
EX. 50' 1/2 R/W
EX. 58' R/W864
863
SIGILLARY LANE50' R/W (PRIVATE)(PRIVATE)6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L.6' B.L. & D.&U.E.VAR.
S.L.E.
6' B.L. & R.D.E.
6' B.L.
6' B.L.
6' B.L.
6' B.L.
VAR. I.E.E.
&R.D.E.&
S.S.E.&U.E.DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942UTILITY PLANC602REVISED PER DESIGNER MARKUPS02/17/17CCE60160HAM-S2THE HAMLET at JACKSONS GRANTADG BAH CARMELHAMILTON COUNTY, INDIANA01/16/19DP
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FEPRO STATE OF
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SECTION 2File Name:S:\60160HAM-S2\DWG\C602 Utility Plan.dwg - C602Modified / By:March 23, 2019 12:21:59 PM / bhuffPlotted / By:July 1, 2019 2:15:45 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202Know what's below.
before you dig.Call
R
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NO CROSSING CONFLICTS.
CONFLICTS THAT ARE DISCOVERED AFTER CONSTRUCTION BEGINS ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY.
UTILITY CROSSINGS
LEGEND
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
870
S
870
W