HomeMy WebLinkAboutC602 - Subsurface Drain Plan-C602EX. 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. CURB INLET
W/ 2' SUMP #680
T.C.=853.14
12" R.C.P. N
INV.=848.59
15" R.C.P. S
INV.=848.49
EX. YARD INLET #692
T.C.=851.84
12" R.C.P. W
INV.=848.84
EX. YARD INLET #691
T.C.=853.38
12" R.C.P. E
INV.=849.96
EX. OUTLET
CTRL. STR. #693
T.C.=853.31
12" R.C.P. W
INV.=850.85
EX. OUTLET
CTRL. STR. #697
T.C.=851.69
12" R.C.P. SW
INV.=845.21 EX. CURB INLET #668
T.C.=854.22
EX. YARD INLET #667
T.C.=852.48
12" R.C.P. S
INV.=848.98
EX. END SECTION #678
15" R.C.P. N
INV.=853.02
EX. END SECTION #802
12" R.C.P. E
INV.=851.92
EX. END SECTION #696
12" R.C.P. NE
INV.=848.99
EX. END SECTION #695
12" R.C.P. SW
INV.=849.46
EX. END SECTION #694
12" R.C.P. E
INV.=850.69
EX. END SECTION #684
12" R.C.P. NE
INV.=850.84
C.A. #28
C.A. #29
314
BLOCK 'N'
312 313 315 316
EX. BMP 15A EX. BMP 15B
EX. BMP 15CEX. BMP 14B
EX. BMP 14C
C.A. #29
C.A. #29
C.A. #27
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5'SIDEWALK
807
803
684
676
677
678
806
805
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W W W
WWWW W W W804
4
0'
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.
L
.
40'
B.L.
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.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. JG714
JG713
JG712
JG600
JG711
JG601
JG710
328 329
321
322
326
319
333
332
331330
327
323
325
324
320 317318
C.A. #37
VAR. B.M.P.E.&R.D.E.&U.E
C.O.5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI DEWA LK244 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
58.87'
155 L.F. 6" SSD
126 L.F. 6" SSD 146 L.F. 6" SSD 131 L.F. 6" SSD128 L.F. 6" SSD112 L.F. 6" SSD
145 L.F. 6" SSD36 L.F. 6" SSD
RISER
TC=858.6RISER
TC=860.7
RISER
TC=860.3
RISER
TC=861.0
RISER
TC=860.6
RISER
TC=857.4
EX. SSD LAT.EX. SSD LAT. EX. SSD LAT. EX. SSD LAT. EX. SSD LAT.
NORTHVALE BLVD
MENDENHALLDRIV EALMOND C REE
K
D
R
I
V
E
ALMOND CREEK DRIVE
ALMOND CREEK DRIVE LC SPRING MILL ROAD30 ' B-B50' I.E.E.&D.U.&S.S.E.50' I.E.E.&D.U.&S.S.E.30' B-B30' B-B
50' I.E.E.&D.U.&S.S.E.
50' I.E.E.&D.U.&S.S.E.
30' B-B
100 L.F. 6" SSD
146 L.F. 6" SSD241 L.F. 6" SSDRISER
TC=861.0
RISER
TC=863.4
RISER
TC=861.6
171 L.F. 6" SSD DATE MARK REVISIONS BYCERTIFIED: 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 BEREPRESENTED AS A RETRACEMENT ORORIGINAL BOUNDARY SURVEY, A ROUTESURVEY OR A SURVEYOR LOCATIONREPORT.SUB-SURFACE DRAIN PLANC602
60160REP-S7
PDR BKR CARMEL, CLAY TOWNSHIP HAMILTON COUNTY, INDIANA12/18/19File Name: S:\60160REP-S7\DWG\C602 - Subsurface Drain Plan.dwg - C602Modified / By: May 8, 2020 2:48:47 PM / dmetzPlotted / By: September 2, 2020 8:00:49 AM / Brian RobinsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 703/09/20 REVISED PER TAC COMMENTS DSM07/15/20 REVISED PER TRICO COMMENTS DSMLEGEND
EXISTING STORM SEWER
EXISTING SWALE
EXISTING SUB-SURFACE DRAIN
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED CURB w/ 6" UNDERDRAIN
PROPOSED SUB-SURFACE DRAIN
CONSTRUCTION LIMITS
RISER
6"
4"
RISER
6"
4"
NOTES
ALL STORM STRUCTURES TO RECEIVE SOLID LID CASTINGS ARE TO BE
CONSTRUCTED TO PROVIDE ONE 4" RISER RING NO MORE, NO LESS TO
ACHIEVE PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF
+0.00' TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO
WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL
SMOOTH BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS.
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18
ON SHEET C80X.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP
CLASS III.
FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE SHEET C80X ON THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE
CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM
SEWER IN PRIVATE ALLEYS.
SEE DESIGN DEVELOPMENT DOCUMENTS FOR SSD CONFIGURATIONS
WITHIN BMPs.
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
09/02/20