HomeMy WebLinkAboutC500 Sanitary Sewer Plan and Profile-C500P.W.P.
P.W.P.
P.W.P.P.W.P.S00°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.
CLARI
A
N
H
E
A
L
T
H
PARTN
E
R
S,
I
N
C
.
INSTR.
N
o
.
2
0
0
3
-
9
2
2
1
3
11'88.0'9'WOODED
AREA SPRING MILL ROAD(PUBLIC - VARIABLE R/W)21.0' PAVEMENT WIDTH
CULTIVATED
FIELD ASPHALTASPHALTWOOD
SHED
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. 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
VAR.
R.D.E.&U.E.&P.A.E.
&S.S.E.&L.M.A.E.&B.M.P.E.
VAR. D.&U.E.
&
L
.
M
.
A
.
E
.
VAR. D.&U.E.&L
.
M
.
A
.
E
.
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' PATHW 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'
> o o o > o o o
6' B.L.5' N.A.E.7 L.F.-6"
WYE + LAT
STA. 5+21
23
6 L.F.-6"
WYE + LAT
STA. 4+96
24
6 L.F.-6"
WYE + LAT
STA. 4+60
25
41 L.F.-6"
WYE + LAT
STA. 4+74
43
40 L.F.-6"
WYE + LAT
STA. 5+19
44
5 L.F.-6"
WYE + LAT
STA. 4+24
26
41 L.F.-6"
WYE + LAT
STA. 4+30
42
5 L.F.-6"
WYE + LAT
STA. 3+88
27
42 L.F.-6"
WYE + LAT
STA. 3+86
41
42 L.F.-6"
WYE + LAT
STA. 3+14
40
42 L.F.-6"
WYE + LAT
STA. 2+70
39
42 L.F.-6"
WYE + LAT
STA. 2+29
38
45 L.F.-6"
WYE + LAT
STA. 1+82
37
70 L.F.-6"
WYE + LAT
STA. 1+74
36 10 L.F.-6"
WYE + LAT
STA. 1+58
35
46 L.F.-6"
WYE + LAT
STA. 1+50
28
46 L.F.-6"
WYE + LAT
STA. 1+15
29
10 L.F.-6"
WYE + LAT
STA. 1+22
34
10 L.F.-6"
WYE + LAT
STA. 0+86
33
46 L.F.-6"
WYE + LAT
STA. 0+77
30
46 L.F.-6"
WYE + LAT
STA. 0+42
31
10 L.F.-6"
WYE + LAT
STA. 0+53
32 EX. 50' 1/2 R/W
EX. 58' R/W50' 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.
SEA BIRD WA
Y
EX. MANHOLE #JG837
STA. 0+00
DROP MANHOLE #JGH200
STA. 0+17MANHOLE #JGH201
STA. 1+89
MANHOLE #JGH202
STA. 5+25
SAN 706 - EX
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
860
830
840
850
860 EX. MANHOLE #JG837STA. 0+00TC=857.40ADJUST TC=858.1017 L.F. 0.62% 8" S.D.R. 26 P.V.C.
UP INV.=841.39
DOWN INV.=841.28DROP MANHOLE #JGH200W/WATER TIGHT CASTINGSTA. 0+17TC=858.20171 L.F. 0.45% 8" S.D.R. 35 P.V.C
847.33
848.10MANHOLE #JGH201STA. 1+89TC=856.90337 L.F. 0.45% 8" S.D.R. 35 P.V.C 848.20
849.72MANHOLE #JGH202STA. 5+25TC=857.4012" R.C.P.
INV.=852.38
8" S.D.R. 26 P.V.C. N
INV.=841.28
10" S.D.R. 35 P.V.C E
INV.=841.08
8" S.D.R. 35 P.V.C S
INV.=841.28
CONTRACTOR TO VERIFY INVERTS PRIOR
TO CONSTRUCTION. IF VARIATION EXISTS,
THEN CONTACT ENGINEER.
PROPOSED GRADE
EXISTING GRADE 54" MIN8" WATER
EX. 15" R.C.P.
INV.=851.36
18"MIN.CONC. ENCASED
8" DROP PIPE
8" DROP PIPE
INV.=843.34
EX.
EX.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: 317.849.5942SANITARY SEWER PLAN & PROFILEC500
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
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\C500 Sanitary Sewer Plan and Profile.dwg - C500Modified / By:July 1, 2019 1:47:33 PM / kmitchellPlotted / By:July 1, 2019 2:13:56 PM / Kenny Mitchell03/12/19JAWREVISED PER TAC COMMENTSAPPROVAL PENDING - NOT FOR CONSTRUCTION07/01/19KJJMMOVED SANITARY STRUCTURE #JGH202NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR
MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND
ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NO
MORE NO LESS, ON EACH STRUCTURE.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE
THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS
AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER
ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
FULL DEPTH
GRANULAR BACKFILL
(SEE SHEET C800 FOR
WATER & SANITARY
SEWER TRENCH DETAIL)