HomeMy WebLinkAboutC500 - Sanitary Plan & Profile-C500EX. SANITARY
MH #JG 601
(OUTSIDE DROP)
T.C.=857.54
18" PS115 NE
INV.=833.65
18" PS115 S
INV.=833.55
8" S.D.R. 35 P.V.C. W
INV.=848.79
EX. SANITARY MH #JG 600
T.C.=858.06
18" PS115 SW
INV.=833.91
EX. CURB INLET #800
T.C.=856.29
12" R.C.P. SW
INV.=852.57
EX. CURB INLET #801
T.C.=856.31
12" R.C.P. NE
INV.=852.49
12" R.C.P. W
INV.=852.39
EX. YARD INLET #666
T.C.=853.72
12" R.C.P. S
INV.=850.16EX. CURB INLET #679
T.C.=853.20
12" R.C.P. S
INV.=848.85
12" R.C.P. N
INV.=848.95
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #695
12" R.C.P. SW
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
C.A. #28
BLOCK 'N'
EX. BMP 15A EX. BMP 15B
EX. BMP 14B
EX. BMP 14C
C.A. #29
**
*
5'SIDEWALK
807
803
684
676
677
678
806
805
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W W W
WWWWWWW804
4
0
'
B
.
L
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40'
B
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L
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40' B.L.
40' B.L.40' B.L.40' B.L.40' B.L.40' B.L.VAR. B.L.VA
R
.
B
.
L
.
VAR. B.L.VAR. B.L.40'
B
.L
.
VAR. D.U.&S.S.E.5' B.L.20' D.&U.E.20' D.&U.E.
35' D.&U.E.
20'
D
.
&
U
.
E
.
30' D.&U.E.
2
0
'
D
.&U
.
E
.
VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.20' D.U.&S.S.E.30' D.U.&S.S.E.40'
D
.U
.&S
.S
.E
.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.VA
R
.
D
.
U
.
&
S
.
S
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E
.
20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.20' T.O.B.S.L.&R.D.E.&U.E.&B.M.P.E.15' R.D.E.15' R.D.E.30' D.E.30' D.E.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.30' T.P.E.&L.B.VAR. B.L.VAR. D.U.&S.S.E.683
30' D.&U.E.30' D.&U.E.30' D.&U.E.30' D.&U.E.ALMOND CREEK DRIVE(PRIVATE)A L M OND CREEK
DRIV
E (
P
R
I
V
A
T
E)
ALMOND CREEK DRIVE (PRIVATE)
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
STA. 1+12
WYE + LAT
102 L.F.-6"
331
STA. 2+50
WYE + LAT
95 L.F.-6"
330
STA. 1+22
WYE + LAT
18 L.F.-6"
317
STA. 2+40
WYE + LAT
25 L.F.-6"
318
STA. 3+56
WYE + LAT
95 L.F.-6"
329
STA. 3+66
WYE + LAT
25 L.F.-6"
319
STA. 4+83
WYE + LAT
95 L.F.-6"
328
STA. 4+93
WYE + LAT
24 L.F.-6"
320
STA. 6+03
WYE + LAT
23 L.F.-6"
321
STA. 8+22
WYE + LAT
31 L.F.-6"
322
STA. 9+36
WYE + LAT
23 L.F.-6"
323
STA. 10+54
WYE + LAT
27 L.F.-6"
324
STA. 12+68
WYE + LAT
41 L.F.-6"
327
STA. 12+10
WYE + LAT
52 L.F.-6"
326
STA. 11+41
WYE + LAT
52 L.F.-6"
325
EX. WYE + LAT
19 L.F.-6"
EX. 332
STA. 23+48
EX. WYE + LAT
17 L.F.-6"
EX. 333
STA. 23+34
C.O.5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5'SIDEW
ALK244 L.F. 12" R.C.P. @ 2.52%74 L.F. 12" R.C.P. @ 0.80%
810
809
808
30' D.&U.E.
5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.E.&L.B.5' T.P.
E.
&
L.
B.
5' T.P.E.&L.B.5' T.P.E.&L.B.50' I.E.E.&
D.U.
&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.50' I.E.E.&
D.U.&S.S.E.
50' I.E.E.&
D.U.&S.S.E.30' B-B30' B-
B
S89°33'21"W
EX. OUTSIDE DROP
MANHOLE #JG 601
STA. 0+00
MANHOLE #JG710
STA. 2+18
MANHOLE #JG711
STA. 7+51
MANHOLE #JG712
STA. 8+82
MANHOLE #JG713
STA. 10+64
MANHOLE #JG714
STA. 12+73
STA.
1
0
+
0
5.
2
0
100-Yr.
E
L.
8
5
2.
3
5
EX. LAT.
EX. LAT.
SCALE: 1"=50' HOR.
1"=5' VERT.
830
840
850
860
830
840
850
860
0+00+25+501+00+25+50+752+00+25+50+753+00+25+50+754+00+25+50+755+00+25+50+756+00+25+50+757+00+25+50+758+00+25+50+759+00+25+50+7510+00+25+50+7511+00+25+50+7512+00+25+50+75MANHOLE #JG714STA. 12+73TC=861.50209 L.F. 0.42% 8" SDR-35 PVC
850.64
851.52 MANHOLE #JG713STA. 10+64TC=862.40182 L.F. 0.42% 8" SDR-35 PVC
849.68
850.44 MANHOLE #JG712STA. 8+82TC=861.30131 L.F. 0.42% 8" SDR-35 PVC
848.92
849.48 MANHOLE #JG711STA. 7+51TC=857.20533 L.F. 0.42% 8" SDR-35 PVC 846.49
848.72 MANHOLE #JG710STA. 2+18TC=860.40EX. MH #JG601STA. 0+00TC=857.578" SDR-35 PVC W
INV.=845.48
EX. 18" PS115 NE
INV.=833.65
EX. 18" PS115 S
INV.=833.55
EX. 8" SDR-35 PVC W
INV.=848.79
CONTRACTOR TO COORDINATE WITH TRICO
REGIONAL SEWER UTILITY FOR REMOVAL OF
EXISTING 8" SDR-35 STUB (W), CONNECTION OF
NEW 8" SDR-35 MAIN AT REVISED INVERT,
MODIFICATION OF OUTSIDE DROP PIPE, AND
ANY RESETTING / REPLACEMENT OF MANHOLE
SECTIONS RELATED TO ABOVE ACTIVITIES PRIOR
TO START OF CONSTRUCTION. CONTRACTOR TO
IMMEDIATELY NOTIFY OWNER & ENGINEER OF
ANY CHANGES TO DESIGN SHOWN ON THESE PLANS.
PROPOSED
GRADE
EXISTING
GRADE
21" R.C.P. CLASS III
INV.=851.25
15" R.C.P. CLASS III
INV.=855.16
18"MIN.218 L.F. 0.42% 8" SDR-35 PVC
845.48
846.39
PROPOSED
GRADE
EXISTING
GRADE DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY: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: 317.849.5942THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATIONREPORT.SANITARY SEWER PLAN & PROFILEC500
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA12/18/19File Name:S:\60160REP-S7\DWG\C500 - Sanitary Plan & Profile.dwg - C500Modified / By:July 15, 2020 11:08:22 AM / dmetzPlotted / By:September 2, 2020 7:59:27 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20REVISED PER TAC COMMENTSDSM07/15/20REVISED PER TRICO COMMENTSDSMNOTES
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
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.
GRAPHIC SCALE
( IN FEET )
1" = 50 FT
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)
Floodplain Zone AE scaled from
FIRM Panel No. 18057C0206G / 208G
Dated November 19, 2014