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EX. 8" SDR-26 P.V.C.
EX. 8'x3' CONCRETE BOX CULVERT
BEANS
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
EX. MH. #720
T.C.=755.45
8" S.D.R. 35 P.V.C S
INV.=743.86
8" S.D.R. 26 P.V.C N
INV.=743.76
EX. MH. #721
T.C.=754.91
8" S.D.R. 35 P.V.C N
INV.=748.26
EX. MH. #722A
T.C.=755.68
8" S.D.R. 26 P.V.C E
INV.=742.24
8" S.D.R. 26 P.V.C S
INV.=737.81
EX. CURB INLET #812
T.C.=755.32
12" R.C.P. E
INV.=751.76
EX. BOX CULVERT 117
INV.=747.19
20' Force Main Easement Inst.
No.: 2008-043639
EX. BASIN (VS4)
N.P.=746.75
2 YR. ELEV.=749.08
10 YR. ELEV.=749.99
100 YR. ELEV.=752.20
T.O.B.=752.00 WWWWW W W
EX. YARD INLET #843
T.C.=755.98
12" R.C.P. N
INV.=751.71
EX. CURB INLET #839
T.C.=757.25
15" R.C.P. N
INV.=753.12
INV.=752.91
18" R.C.P. W
INV.=752.00
12" R.C.P. E
INV.=752.10
EX. CURB INLET #838
T.C.=757.32
12" R.C.P. N
INV.=752.99
EX. MH. #725
T.C.=755.57
8" S.D.R. 35 P.V.C N
INV.=745.22
8" S.D.R. 35 P.V.C SE
INV.=745.12
EX. MH. #728
T.C.=755.61
8" S.D.R. 35 P.V.C N
INV.=748.22755.58757.35ST1
4898
753.75
ST1
4902
753.77
ST3NRIM
4932
754.79
STI24RCPWCES
4933
749.11STI10CPP
4934
748.82
STI24RCPWCES
4935
749.06 752.46747.26ST3NRIM
191
754.01
STI12RCPWCES
196
747.38
ST1
215
753.00
ST1
236
752.94
SA3NRIM
237
754.88
SA3NRIM
243
755.47
ST1
266
755.30SA3NRIM
268
755.75
SA3NRIM
269
756.72
SA3NRIM
366
754.53
STI30RCPWCES
408
749.82
EX. CURB INLET #877
T.C.=753.21
12" R.C.P. E
INV.=749.70
15" R.C.P. SW
INV.=749.70
EX. CURB INLET #876
T.C.=753.69
12" R.C.P. W
INV.=749.80
EX. MANHOLE #139
T.C.=754.10
30" R.C.P. N
EX. MANHOLE #177
T.C.=754.60
30" R.C.P. NW
INV.=748.97
30" R.C.P. S
INV.=748.87
EX. END SECTION #178
30" R.C.P. SE
INV.=749.81
EX. INLET #881
T.C.=754.04
12" R.C.P. S
INV.=750.28
EX. MANHOLE #878
T.C.=755.14
15" R.C.P. NE
INV.=749.60
18" R.C.P. SW
INV.=749.60
12" R.C.P. N
INV.=749.60
EX. END SECTION #879
18" R.C.P. N
INV.=749.22 EX. END SECTION #458A
12" R.C.P. S
EX. END SECTION #143EX. END SECTION #143A WWWWWWWWWEX. MANHOLE #870A
T.C.=754.01
12" R.C.P. E
INV.=747.69
12" R.C.P. S
INV.=747.59
EX. END SECTION #871
12" R.C.P. N
INV.=747.38
EX. CURB INLET #811
T.C.=753.06
12" R.C.P. W
INV.=749.37
12" R.C.P. E
INV.=749.47
EX. CURB INLET #850
T.C.=752.46
27" R.C.P. S
INV.=747.91
EX. END SECTION #25
27" R.C.P. N
INV.=747.26
EX. END SECTION #14
24" R.C.P. W > o o oTHE GROVE AT THE LEGACY
SECTION THREE A
Inst.#2020004967
PC. #5, Slide #1105
CHERRY CREEK BOULEVARDWILBUR ROAD(PRIVATE)ANTIQUITY
DRIVE
JAMES DEAN DRIVEEX. 12" FORCEMAIN
EX. 8" WATER MAIN
EX. 8" WATER MAIN
EX. FIRE HYDRANT
W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWW W W W W W W W W W W W50' R/W30' B-BANTIQUITY DRIVE
(PUBLIC)WILBUR ROAD(PRIVATE)ALLEY WEST(PRIVATE)38 L.F.-6"
WYE + LAT
STA. 5+93
179B
5 L.F.-6"
WYE + LAT
STA. 5+83
184A
38 L.F.-6"
WYE + LAT
STA. 5+44
179A
5 L.F.-6"
WYE + LAT
STA. 5+39
184B
38 L.F.-6"
WYE + LAT
STA. 4+73
180A
38 L.F.-6"
WYE + LAT
STA. 5+13
180B
5 L.F.-6"
WYE + LAT
STA. 5+18
183A
5 L.F.-6"
WYE + LAT
STA. 4+88
183B
5 L.F.-6"
WYE + LAT
STA. 4+61
182A
5 L.F.-6"
WYE + LAT
STA. 4+17
182B
38 L.F.-6"
WYE + LAT
STA. 4+42
181B
38 L.F.-6"
WYE + LAT
STA. 4+02
181A
5 L.F.-6"
WYE + LAT
STA. 3+76
66A
38 L.F.-6"
WYE + LAT
STA. 3+71
65B
5 L.F.-6"
WYE + LAT
STA. 3+46
66B
38 L.F.-6"
WYE + LAT
STA. 3+31
65A
38 L.F.-6"
WYE + LAT
STA. 3+00
64B
5 L.F.-6"
WYE + LAT
STA. 3+05
67A
5 L.F.-6"
WYE + LAT
STA. 2+75
67B
38 L.F.-6"
WYE + LAT
STA. 2+60
64A
38 L.F.-6"
WYE + LAT
STA. 2+29
63B
38 L.F.-6"
WYE + LAT
STA. 1+89
63A
5 L.F.-6"
WYE + LAT
STA. 2+04
68B
5 L.F.-6"
WYE + LAT
STA. 2+47
68A
29 L.F.-6"
WYE + LAT
STA. 7+29
178A
29 L.F.-6"
WYE + LAT
STA. 7+04
178B
29 L.F.-6"
WYE + LAT
STA. 6+72
177A
29 L.F.-6"
WYE + LAT
STA. 0+18
177B
29 L.F.-6"
WYE + LAT
STA. 0+28
176A
29 L.F.-6"
WYE + LAT
STA. 0+75
176B
ALLEY EAST(PRIVATE)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.LARSON DRIVE(PUBLIC)LARSON DRIVE(PUBLIC)30' R.D.E.CHERRY CREEK BOULEVARD
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.&S.S.E.
10' D.U.&S.S.E.10' D.U.&S.S.E.10' D.U.&S.S.E.10' B.L.6' D.U.&S.S.E.6' D.U.&S.S.E.10' D.U.&S.S.E.VAR. SIGNEA
S
EM
EN
T
ANTIQUITY DRIVE
(PUBLIC)
ALLEY WEST TO EAST
(PRIVATE)
440' L.F. OF PROPOSED 6" SSD
229' L.F. OF PROPOSED 6" SSD511' L.F. OF EXISTING 6" SSD
600' L.F. OF EXISTING 6" SSD
MANHOLE #755
STA. 0+85
MANHOLE #751
STA. 6+20
MANHOLE #750
STA. 7+58
MANHOLE #752
STA. 3+94
MANHOLE #753
STA. 1+71
DOGHOUSE
MANHOLE #754
STA. 0+00
7 L.F.-4"
WYE + LAT
EX. 62AB
4 L.F.-4"
WYE + LAT
EX. 62A
4 L.F.-4"
WYE + LAT
EX. 61B
4 L.F.-4"
WYE + LAT
EX. 61A
4 L.F.-4"
WYE + LAT
EX. 60B
4 L.F.-4"
WYE + LAT
EX. 60A
SAN - 750-754
735
740
750
760
735
740
750
760 MANHOLE #750STA. 7+58TC=753.50138 L.F. -0.42% 8" S.D.R. 26 P.V.C.
744.26
744.84 MANHOLE #751STA. 6+20TC=755.60226 L.F. 0.42% 8" S.D.R. 26 P.V.C.
743.11
744.06 MANHOLE #752STA. 3+94TC=756.10223 L.F. 0.42% 8" S.D.R. 26 P.V.C.
742.07
743.01 MANHOLE #753STA. 1+71TC=756.90171 L.F. 0.44% 8" S.D.R. 26 P.V.C.
741.12
741.87 DOGHOUSEMANHOLE #754STA. 0+00TC=757.308" S.D.R. 35 P.V.C W
INV.=738.02
8" S.D.R. 35 P.V.C E
INV.=738.02
8" S.D.R. 35 P.V.C S
INV.=741.12
PROPOSED GRADE
EXISTING GRADE
8" WATER
8" WATER 54" COVER8" S.D.R. 35 P.V.C E
INV.=744.06
8" S.D.R. 35 P.V.C S
INV.=744.26
8" SDR-26 PVC N
INV.=745.96 ANTIQUITY DRIVE21" R.C.P.
INV.= 747.54
CONCRETE
CRADLE
SAN - 755-751
SCALE: 1"=50' HOR.
1"=5' VERT.
735
740
750
760
735
740
750
760 MANHOLE #755STA. 0+85TC=754.30MANHOLE #751STA. 0+00TC=755.6085 L.F. 0.35% 8" SDR-26 PVC
UP INV.=746.25
DOWN INV.=745.96 8" S.D.R. 35 P.V.C E
INV.=744.06
8" S.D.R. 35 P.V.C S
INV.=744.26
8" SDR-26 PVC N
INV.=745.96
PROPOSED GRADE
EXISTING GRADE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.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: 317.849.5942SHEET NO.
DRAWN BY:CHECKED BY:SANITARY SEWER PLAN & PROFILESECTION FOUR AC500
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 FOR SANITARY TRENCH DETAIL WITHIN CITY
RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED,
CORED-DRILLED INSTALLATIONS.
CITY INSPECTOR HAS TO BE ON SITE DURING ALL PHASES OF THE INSTALLATION
OF DOGHOUSE MANHOLE #754.
INSPECTOR MUST BE ON SITE FOR THE INSTALLATION OF CONCRETE CRADLE.
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 SEWER
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 TOWNSHIPHAMILTON COUNTY, INDIANA03/18/20DP
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File Name:S:\55115-PYT-S4\DWG\C500 Sanitary Sewer Plan & Profile S4A.dwg - C500Modified / By:August 14, 2020 3:38:43 PM / dmetzPlotted / By:August 14, 2020 3:46:45 PM / Darren Metz04/29/20REVISED PER TAC COMMENTSDSM05/13/20REVISED PER CLIENT COMMENTSDSMInspector must be on site for
the installation of the cradle.
City inspector has to be on site
during all phases of the
installation of this manhole.
Jason Stewart 317-518-5842
or
Hani Souiedan 404-316-3070.
City inspector has to be on site
during all phases of the
installation of this manhole.
Jason Stewart 317-518-5842
or
Hani Souiedan 404-316-3070.