HomeMy WebLinkAboutC500 - Sanitary Sewer Plan & Profile-C500SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760 MANHOLE #727STA. 0+00TC=755.49MANHOLE #728STA. 0+86TC=755.36MANHOLE #729STA. 4+37TC=755.16MANHOLE #730STA. 7+97TC=755.84360 L.F. 0.42% 8" S.D.R. 35 P.V.C
749.38
747.87
351 L.F. 0.42% 8" S.D.R. 35 P.V.C
747.77
746.29
86 L.F. 0.42%
8" S.D.R. 35 P.V.C
UP INV.=746.19
DOWN INV.=745.83
21" R.C.P. CLASS III
INV.=748.09
EXISTING GRADE
PROPOSED GRADE
PROPOSED GRADE
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.478.0 INCH PVC PIPE
8" S.D.R. 35 P.V.C W
INV.=745.838.0 INCH PVC PIPEJAMES DEAN DRIVECONCRETE
CRADLE
SCALE: 1"=50' HOR.
1"=5' VERT.
740
750
760
740
750
760MANHOLE #727STA. 0+00TC=755.49MANHOLE #731STA. 1+90TC=755.60190 L.F. 0.45% 8" S.D.R. 35 P.V.C
748.33
747.47
PROPOSED GRADE
EXISTING GRADE
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.478.0 INCH PVC PIPE
8" S.D.R. 35 P.V.C W
INV.=745.838.0 INCH PVC PIPE 7567
5
6
756
755.89755.58755.88755.63756.08755.94755.68756.00755.77755.94W W
W W W W W W W WW W W W W WEX. 10" SDR-26 P.V.C.EX. 12" WATERMAINEX. MH. #705
T.C.=756.32
10" S.D.R. 26 P.V.C N
INV.=736.96
10" S.D.R. 26 P.V.C S
INV.=736.94
8" S.D.R. 26 P.V.C W
INV.=747.46
EX. MH. #706
T.C.=756.82
10" S.D.R. 26 P.V.C S
INV.=738.08
EX. MH. #736
T.C.=755.93
8" S.D.R. 35 P.V.C S
INV.=750.50
EX. MH. #727
T.C.=755.19
8" S.D.R. 26 P.V.C S
INV.=745.62
8" S.D.R. 35 P.V.C E
INV.=747.53
8" S.D.R. 35 P.V.C W
INV.=745.83
EX. MH. #726
T.C.=758.49
8" S.D.R. 26 P.V.C N
INV.=744.62
8" S.D.R. 26 P.V.C S
INV.=744.52
8" S.D.R. 26 P.V.C W
INV.=746.23
EX. MH. #734
T.C.=757.89
8" S.D.R. 35 P.V.C S
INV.=748.92
8" S.D.R. 26 P.V.C E
INV.=748.82
8" S.D.R. 35 P.V.C N
INV.=749.70
W W W WW W WW
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
> o o o > o o o > o o o > o o o > o o o> o o o > o o o
> o o oPICKETT PLACE
JAMES DEAN DRIVESPURR LANE(PRIVATE)(PRIVATE)EX. 8" WATER MAIN
EX. FIRE HYDRANT
EX. FIRE HYDRANTW W W W W W W W W W W W W W W W W WW W W W WEX. 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. #791
T.C.=758.54
8" S.D.R. 35 P.V.C W
INV.=750.60
8" S.D.R. 35 P.V.C E
INV.=750.50
EX. MH. #790
T.C.=758.69
8" S.D.R. 35 P.V.C E
INV.=751.59
EX. MH. #769
T.C.=756.93
8" S.D.R. 35 P.V.C S
INV.=748.45
8" S.D.R. 35 P.V.C N
INV.=748.55
EX. MH. #774
T.C.=756.49
8" S.D.R. 35 P.V.C S
INV.=748.22
8" S.D.R. 35 P.V.C N
INV.=748.32
EXISTING PATH
62 L.F.-4"
WYE + LAT
STA. 1+46
102
4 L.F.-4"
WYE + LAT
STA. 7+43
125 W W W W W W W WW WW W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W
L.C.A. #7
1,869 sq.ft.
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.
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.10' B.L.VAR. D.U.&
L.M.A.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. 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.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.&S.S.E.
10' D.&U.E. 10' D.&U.E. 10' D.&U.E.10' D.&U.E.10' D.&U.E. 10' D.&U.E. 10' D.&U.E.10' B.L. VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
G.C.A. #15
77,300 sq.ft.
G.C.A. #16
23,700 sq.ft.
VAR. D.U.PA,
L.M.A.E. & B.M.P.E.
317 L.F. 18" R.C.P. @ 0.33% 100 L.F. 21" R.C.P. @ 0.44%30 L.F. 21"
R.C.P. @ 0.47%
60 L.F. 21" R.C.P. @ 0.47%
13 L.F. 12" R.C.P. @ 0.32%78 L.F. 12" R.C.P. @ 0.72%15 L.F. 21" R.C.P. @ 0.27%15 L.F. 15" R.C.P. @ 0.53%15 L.F. 12"
R.C.P. @ 0.60%
161 L.F. 15" R.C.P. @ 0.61%
31 L.F. 12" R.C.P. @ 2.72%LARSON DRIVE(PUBLIC)WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE)
EVERETT DRIVE
(PRIVATE) SPURR LANE(PRIVATE)50' I.E.E.
50' I.E.E.50' I.E.E.50' I.E.E.50' I.E.E.50' R/W
S
S
4 L.F.-4"
WYE + LAT
STA. 7+91
126
4 L.F.-4"
WYE + LAT
STA. 7+08
124
5 L.F.-4"
WYE + LAT
STA. 1+81
39
5 L.F.-4"
WYE + LAT
STA. 1+56
40
5 L.F.-4"
WYE + LAT
STA. 1+11
41
4 L.F.-4"
WYE + LAT
STA. 0+76
42
4 L.F.-4"
WYE + LAT
STA. 0+31
43
5 L.F.-4"
WYE + LAT
STA. 1+06
109
5 L.F.-4"
WYE + LAT
STA. 1+49
110
5 L.F.-4"
WYE + LAT
STA. 1+84
111
5 L.F.-4"
WYE + LAT
STA. 2+29
112
5 L.F.-4"
WYE + LAT
STA. 2+81
113
5 L.F.-4"
WYE + LAT
STA. 3+09
114
5 L.F.-4"
WYE + LAT
STA. 3+44
115
5 L.F.-4"
WYE + LAT
STA. 3+89
116
5 L.F.-4"
WYE + LAT
STA. 4+23
117
5 L.F.-4"
WYE + LAT
STA. 4+68
118
5 L.F.-4"
WYE + LAT
STA. 5+03
119
5 L.F.-4"
WYE + LAT
STA. 5+49
120
5 L.F.-4"
WYE + LAT
STA. 6+63
123
5 L.F.-4"
WYE + LAT
STA. 6+28
122
5 L.F.-4"
WYE + LAT
STA. 5+83
121
9 L.F.-4"
WYE + LAT
STA. EX. M.H.
165
7 L.F.-4"
WYE + LAT
STA. EX. M.H.
162
57 L.F.-4"
WYE + LAT
STA. 7+64
164
57 L.F.-4"
WYE + LAT
STA. 7+11
163
62 L.F.-4"
WYE + LAT
STA. 5+69
127
62 L.F.-4"
WYE + LAT
STA. 5+51
128
62 L.F.-4"
WYE + LAT
STA. 4+89
129
62 L.F.-4"
WYE + LAT
STA. 4+65
130
62 L.F.-4"
WYE + LAT
STA. 4+09
131
62 L.F.-4"
WYE + LAT
STA. 3+82
108
62 L.F.-4"
WYE + LAT
STA. 3+46
10710' D.&U.E.62 L.F.-4"
WYE + LAT
STA. 3+06
106
62 L.F.-4"
WYE + LAT
STA. 2+66
105
62 L.F.-4"
WYE + LAT
STA. 2+26
104
62 L.F.-4"
WYE + LAT
STA. 1+69
103
62 L.F.-4"
WYE + LAT
STA. 0+91
101
V.A.R. R/W
BIKE PROMENADE
JAMES DEAN DRIVE(PUBLIC)JAMES DEAN DRIVE(PUBLIC)L.C.A. #5A
3,237 sq.ft.
VAR. D.U.&
L.M.A.E.
50' R/W
30' B-B
30' B-B
30' B-B
30' B-B 30' B-B30' B-B30' B-B25'
31 L.F. 12" R.C.P. @ 0.30%
25'
44 L.F. 12" R.C.P. @ 0.95% LARSON DRIVE(PUBLIC)V.A.R. R/W
BIKE PROMENADE
MANHOLE #730
STA. 7+97
MANHOLE #731
STA. 1+90
MANHOLE #728
STA. 0+86
MANHOLE #729
STA. 4+37
6 L.F.-4"
WYE + LAT
STA. 6+10
EX. 44
4 L.F.-4"
WYE + LAT
STA. 5+82
EX. 45
4 L.F.-4"
WYE + LAT
STA. 1+56
EX. 37
5 L.F.-4"
WYE + LAT
STA. 1+87
EX. 38 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 FIVEC500REVISED PER CITY OF CARMEL COMMENTS07/26/21AECGRAPHIC 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 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
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-S5THE GROVE at THE LEGACYAEC BKR CLAY TOWNSHIP HAMILTON COUNTY, INDIANA03/17/21DP
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File Name: S:\55115PYT-S5\DWG\C500 - Sanitary Sewer Plan & Profile.dwg - C500Modified / By: July 26, 2021 11:33:50 AM / ecarsonPlotted / By: July 26, 2021 11:54:17 AM / Erik Carson05/11/21 REVISED PER CITY OF CAMEL & CLIENT COMMENTS AEC. . .*CONTRACTOR TO ADD
PROPOSED LATERAL TO
EXISTING SANITARY
MANHOLE
CONTRACTOR TO
PROPERLY CAP AND
SEAL NORTH INVERT
CONTRACTOR TO
PROPERLY CAP AND
SEAL NORTH INVERT
08/09/21