HomeMy WebLinkAboutC601 Sump Plan-C601S00°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'
FOUND REBAR W/ CAP
STAMPED "WEIHE"
0.3' N. & 24.8' W. OF COR.ASPHALTCLARI
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11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTONE STORY
WOOD
SHED
T.P.
P.W.P.
M
M
P.W.P.P.W.P.
T E R H U N E L A N E
D C R E E K D R I V 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. YARD INLET #642
T.C.=850.84
18" R.C.P. E
INV.=848.13
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
EX. DBL. CURB INLET w/ 2' SUMP #632
8" S.D.R. 35 P.V.C S
INV.=847.33 10' B.L.
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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M
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VAR. D.&U.E.&L
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M
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A
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E
.10' B.L.50' 1/2 R/W13' B.L. & D.U.&S.S.E.15' B.L.10' B.L.10' B.L.5' N.A.E.5' N.A.E.10' B
.L.
30' R.D.E.&U.E.15' D.&U.E.
30' R.D.E.10' D.&U.E.
10' D&U.E.6' B.L.6' B.L.6' B.L.6' B.L.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' PATH854.85854.4085
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5
854.25854.10855.18856.09
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
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.E.
BLOCK 'B'
> o o o > o o o
866
865
852
JGH202
JGH201
JGH200
6' B.L.5' N.A.E.23
24
25
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3233343536
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SIGILLARY LANERAYLE DRIVE161'
L.F.
6" SSD
H.P.70' L
.F
. 6"
SSD
EX. 50' 1/2 R/W
EX. 58' R/W864
863
SIGILLARY LANE101' L.F. 6" SSD90' L.F. 6" SSD77' L.F.
6"
SSD76'
L
.F
.
6" SSDH.P
.
50' 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.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: 317.849.5942SUMP PLANC601
60160HAM-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\C601 Sump Plan.dwg - C601Modified / By:March 6, 2019 3:29:22 PM / jwillisPlotted / By:July 1, 2019 2:15:15 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
ALL BUILDINGS WILL BE SLAB CONSTRUCTED