HomeMy WebLinkAboutC601 - Subsurface Drain Plan-C601C.A.#38
C.A. #26
S
S
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P.W.P.
P.W.P.
P.W.P.
P.W.P.
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EX. 8'
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845
845
8508
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846
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847
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845850855
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843844846847848849851851
851
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861
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84284
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8408398418428
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8458508428438448468478488498518518638638648
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8568578
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861
862
862855860851
852
8
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854 8568578588598
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8448
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84
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850
847
848
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839
841
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84
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846846847848849
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0 5' SIDEWALK5' SIDEWALK5' SIDEWALK
> o o o > o o o > o o o > o o o > o o o > o o o
JG607
JG715
JG719
JG716
JG717 JG718
JG606
JG834
334335336337338
339
340
341
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347 348
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30' B-BW W W W W W W
W
WWWWWWWWWWWWW WW
WWWWWWWWWWWWWEXMOOR DRIVE
MEN
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ALL
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E EXMOOR DRIVEEXMOOR DRIVE30' B-B30' B-B30' B-B
150 L.F. 6" SSD
RISER
T.C.=861.1
5' SIDEWALK
10' B.
L
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10' B.L.10' B.L.
10' B.L.10' B.L.10' B.L.10' B.L.1
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VAR. D.U.&S.S.E.
VAR. D.U.
&S.S.E.
VAR. B.M.P.E. & R.D.E. & U.E.
(PRIVATE)(PRIVATE)(PRIVATE)(PRIVATE)(P
R
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)VAR. BUFFER&L.B.&R.D.E.100' WIDE TREEPRESERVATIONEASEMENTD2D1
I1
H1
E1E2
E3
F1
F2
F3
F4
G2
G3
G4
B1
B2
B3
B4
B5
B8
C1
C2
A2
A1
B6
G5
10' D&U.E.10' B.L.30' BUFFER & L.B.&R.D.E.30' BUFFER & L.B.&R.D.E.20' D&U.E.&RD.E 20' D&U.E.&RD.E VAR. D&U.E.&RD.E
VAR.B.M.P.E. & R.D.E.& U.E & L.M.A.E.
VAR. D.U.&S.S.E.
& B.M.P.E.
C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
(P
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108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=859.1
65 L.F. 6" SSD100' WIDE TREEPRESERVATIONEASEMENTH2
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C.A.#8-2
108,267 sq. ft.
VAR.B.M.P.E.& R.D.E. & U.E.
RISER
T.C.=853.9
RISER
T.C.=858.1
2
4
9
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F
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6
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S
S
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1
0
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E
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C.O.
C.O.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O.
C.O.
C.O.
C.O.15' T.P.E.15' T.P.E.15' T.P.E.50' D.U.
& S.S.E.
& I.E.E.
& P.
A.E.50' D.U. & S.S.E.& I.E.E. & P.A.E.5
0
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50' D.U. & S.S.E.
& I.E.E. & P.A.E.
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
C.O. w/ BEEHIVE GRATE
(SEE DETAIL 1299CGD -
SHEET C802)
SSD INV. 842.00
253
L
.
F
.
6
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S
S
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@
0
.
5
0
%
TC. = 844.42
SSD INV. EL 841.92
TC. = 844.21
SSD INV. EL 841.71
TC. = 8
4
4
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3
7
SSD IN
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8
4
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=
8
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SSD
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8
4
1
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6
3
TC. = 843.86
SSD INV. EL 841.36
TC. = 843.92
SSD INV. EL 841.42
TC.
=
8
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3
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5
0
SSD
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SSD INV. 840.73
TC. = 843.40
SSD INV. EL 840.90
TC
.
=
8
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3
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3
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INV
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8
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C.O.
C.O.
C.O.
C.O.
RISER
T.C.=851.9
INV.=849.9
79 L.F. 6" SSD
SSD E. INV.=849.11
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.SUB-SURFACE DRAIN PLANC601REVISED PER CLIENT COMMENTS09/23/21AECREVISED PER CITY OF CARMEL COMMENTS10/21/21AECREV. SSD LOCATION FOR LOTS 334-335 PER CLIENT REQUEST10/29/21AEC60160REP-S8
KJJM BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA09/16/20File Name:S:\60160REP-S8\DWG\C601 - Subsurface Drain Plan.dwg - C601Modified / By:December 6, 2021 1:31:10 PM / ecarsonPlotted / By:December 6, 2021 3:02:06 PM / Erik CarsonJACKSON'S GRANT ON WILLIAMS CREEKSECTION 808/17/21REVISED PER TAC COMMENTSJDTLEGEND
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