HomeMy WebLinkAboutC501 Sanitary Sewer Plan & Profile S4B-C501EX. 8" SDR-26 P.V.C.
EX. MH. #725
T.C.=757.98
8" S.D.R. 26 P.V.C E
INV.=748.98
8" S.D.R. 35 P.V.C W
INV.=749.08
EX. MH. #714
T.C.=754.21
8" S.D.R. 26 P.V.C W
INV.=740.71
8" S.D.R. 26 P.V.C E
INV.=740.65
EX. MH. #713
T.C.=753.44
8" S.D.R. 26 P.V.C W
INV.=739.21
8" S.D.R. 26 P.V.C E
INV.=739.16
EX. MH. #712
T.C.=755.06
8" S.D.R. 26 P.V.C S
INV.=741.69
8" S.D.R. 26 P.V.C N
INV.=737.61
8" S.D.R. 26 P.V.C W
INV.=737.43
8" S.D.R. 26 P.V.C E
INV.=737.09
W
W
W
EX. MH. #725
T.C.=755.57
EX. MH. #726
T.C.=756.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
EX. MH. #727
T.C.=756.66
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22
EX. MH. #724
T.C.=758.66
8" S.D.R. 35 P.V.C E
INV.=751.07
EX. MH. #226
T.C.=758.65
8" S.D.R. 35 P.V.C W
INV.=749.66
8" S.D.R. 35 P.V.C E
INV.=749.56
EX. MH. #723
T.C.=758.23
8" S.D.R. 35 P.V.C W
INV.=749.17
8" S.D.R. 35 P.V.C E
INV.=749.13
755.58757.35SA3NRIM
268
755.75
SA3NRIM
269
756.72
SA3NRIM
366
754.53755.93STI36RCPWCES
407
749.86
STI30RCPWCES
408
749.82
W W W W W W W W W W W W W W W W W> 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 oTHE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
BIRTHRIGHT WAY
WILBUR ROAD(PRIVATE)BIRTHRIGHT WAY
PICKETT PLACE
(PRIVATE)
(PRIVATE)
EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANT
EX. 8" WATER MAIN
EX. FIRE HYDRANT
(PRIVATE)
MANHOLE #791
STA. 2+46
MANHOLE #790
STA. 0+36
W 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.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. (PRIVATE)(PUBLIC)(PRIVATE)EX. LAKE #2 (DD2)
10 YR. ELEV.=751.50
100 YR. ELEV.=753.94
15 L.F. 12" R.C.P. @ 0.47%
240 L.F. 15" R.C.P. @ 0.22%
191 L.F. 15" R.C.P. @ 0.31%
15 L.F. 12" R.C.P. @ 1.40% 115 L.F. 18" R.C.P. @ 0.20%188 L.F. 12" R.C.P. @ 0.30%113 L.F. 24" R.C.P. @ 0.12%191 L.F. 15" R.C.P. @ 0.18%
15 L.F. 12" R.C.P. @ 1.00%
160 L.F. 12" R.C.P. @ 0.61%WILBUR ROADL.C.A. #11
3,150 sq.ft.WW W W W W W W W W W64 L.F.-6"
WYE + LAT
STA. 3+70
88
64 L.F.-6"
WYE + LAT
STA. 3+41
89
64 L.F.-6"
WYE + LAT
STA. 2+90
90
64 L.F.-6"
WYE + LAT
STA. 2+61
91
64 L.F.-6"
WYE + LAT
STA. 2+00
92
64 L.F.-6"
WYE + LAT
STA. 1+81
141
64 L.F.-6"
WYE + LAT
STA. 1+01
139
64 L.F.-6"
WYE + LAT
STA. 0+50
138
64 L.F.-6"
WYE + LAT
STA. 0+21
137
2 L.F.-6"
WYE + LAT
STA. 0+26
136
2 L.F.-6"
WYE + LAT
STA. 0+45
135
2 L.F.-6"
WYE + LAT
STA. 1+06
134
2 L.F.-6"
WYE + LAT
STA. 1+25
133
2 L.F.-6"
WYE + LAT
STA. 1+86
132 2 L.F.-6"
WYE + LAT
STA. 2+05
93
2 L.F.-6"
WYE + LAT
STA. 2+66
94
2 L.F.-6"
WYE + LAT
STA. 3+46
96
2 L.F.-6"
WYE + LAT
STA. 3+65
97
2 L.F.-6"
WYE + LAT
STA. 2+85
95
64 L.F.-6"
WYE + LAT
STA. 1+30
140
9 L.F.-6"
WYE + LAT
STA. 1+82
161
9 L.F.-6"
WYE + LAT
STA. 1+63
160
10 L.F.-6"
WYE + LAT
STA. 1+02
159
10 L.F.-6"
WYE + LAT
STA. 0+83
158
10 L.F.-6"
WYE + LAT
STA. 0+22
157
4 L.F.-6"
WYE + LAT
STA. 1+83
166
4 L.F.-6"
WYE + LAT
STA. 1+64
167
4 L.F.-6"
WYE + LAT
STA. 1+03
168
4 L.F.-6"
WYE + LAT
STA. 0+84
169
4 L.F.-6"
WYE + LAT
STA. 0+23
170
62 L.F.-6"
WYE + LAT
EX. 87
61 L.F.-6"
WYE + LAT
EX. 86
2 L.F.-6"
WYE + LAT
EX. 98
3 L.F.-6"
WYE + LAT
EX. 99
3 L.F.-6"
WYE + LAT
EX. 171
3 L.F.-6"
WYE + LAT
EX. 172
5 L.F.-6"
WYE + LAT
EX. 173
5 L.F.-6"
WYE + LAT
EX. 174
4 L.F.-6"
WYE + LAT
EX. 175
L.C.A. #10
2,726 sq.ft.W W W W W15' D&U.E. 15' D&U.E. 15' D&U.E.
V.A.R. R/W
BIKE PROMENADE
V.A.R. R/W
BIKE PROMENADE
G.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.
MANHOLE #769
STA. 2+37
MANHOLE #774
STA. 2+38
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760 EX. MANHOLE #726STA. 0+00TC=756.32MANHOLE #774STA. 2+38TC=756.80238 L.F. 0.45% 8" S.D.R. 35 P.V.C746.32
747.39
8" S.D.R. 35 P.V.C N
INV.=746.32
8" S.D.R. 35 P.V.C S
INV.=746.22
8" S.D.R. 35 P.V.C E
INV.=746.32
PROPOSED GRADE EXISTING GRADE
EX.
EX.
10 L.F. 0.45% 8" S.D.R. 35 P.V.C
UP INV.=747.54
DOWN INV.=747.49
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760 MANHOLE #727STA. 0+00TC=756.66MANHOLE #769STA. 2+37TC=757.10237 L.F. 0.45% 8" S.D.R. 35 P.V.C747.36
748.43
8" S.D.R. 35 P.V.C N
INV.=747.36
8" S.D.R. 35 P.V.C S
INV.=747.14
8" S.D.R. 35 P.V.C W
INV.=747.04
8" S.D.R. 35 P.V.C N
INV.=747.36
EX.
EX.
EX. STUB
PROPOSED GRADE
EXISTING GRADE
10 L.F. 0.45% 8" S.D.R. 35 P.V.C
UP INV.=748.57
DOWN INV.=748.53
PROPOSED GRADE
EXISTING GRADE
EX.
EX.STUB
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760MANHOLE #790STA. 0+00TC=758.50MANHOLE #791STA. 2+10TC=758.50EX. MANHOLE #725STA. 3+95TC=757.98210 L.F. 0.45% 8" S.D.R. 35 P.V.C
751.70
750.76
185 L.F. 0.85% 8" S.D.R. 35 P.V.C
750.66
749.08
8" S.D.R. 35 P.V.C. E
INV.=748.98
8" S.D.R. 35 P.V.C. W
INV.=749.08
8" S.D.R. 35 P.V.C. W
INV.=749.08 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:SANITARY SEWER PLAN & PROFILESECTION FOUR BC501
GRAPHIC SCALE
( IN FEET )
1" = 50 FT NOTES
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 SERVICE CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS,
WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY
STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, 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 3.0 FEET.
REFER TO THIS SHEET xxxx FOR SANITARY TRENCH DETAIL WITHIN CITY
RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY
SEALED, CORED-DRILLED INSTALLATIONS.
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.
LEGEND
DENOTES CONSTRUCTION LIMITS
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER LINE
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
DENOTES FULL DEPTH GRANULAR BACKFILL
APPROXIMATE LIMITS OF FLOODWAY,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
APPROXIMATE LIMITS OF FLOODWAY FRINGE,
AS SCALED FROM FIRM MAP
PANEL Nos.: 18057C0206G / 208G
DATED: NOVEMBER 19, 2014
FWF(FIRM)
FWF(FIRM)
UTILITY CROSSINGS
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH
OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
55115PYT-S4THE GROVE at THE LEGACYKJJM/JAW BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/18/20DP
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ADNINAI EEG NIRENOILA NSFEPROSTATE OF
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File Name: S:\55115-PYT-S4\DWG\C501 Sanitary Sewer Plan & Profile S4B.dwg - C501Modified / By: August 14, 2020 2:41:12 PM / dmetzPlotted / By: August 14, 2020 2:55:29 PM / Darren Metz04/29/20 REVISED PER TAC COMMENTS DSM05/13/20 REVISED PER CLIENT COMMENTS DSMFOR SANITARY LATERALS DEEPER THAN 10' USE
SERVICE LATERAL DETAIL, THIS SHEET.*
09/11/20