HomeMy WebLinkAboutC601 - Subsurface Drain Plan-C601D
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Sanitary Manhole
TC=855.16
N: 8"PVC, Inv=843.60
E: 8"PVC, Inv=843.50
Sanitary Manhole
TC=857.21
N: 8"PVC, Inv=841.86
W: 8"PVC, Inv=841.93
Sanitary Manhole
TC=858.89
N: 18"PVC, Inv=837.79
E: 18"PVC, Inv=837.75
SS
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SS
SSS S
S
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S
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S SVAR. D.U.&S.S.E.Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563Gas Line EasementInst. No. 2017-013563VAR. B.M.P.E.&R.D.E.30'30'30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
30' DRAINAGE FLOOD
ROUTE EASEMENT
INST. NO. 2020-069148
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xxxxxxxxxxxxxC.O.SPRINGMILL ROAD(PARKWAY ARTERIAL)(PARKWAY COLLECTOR)(PARKWAY COLLECTOR)KEATON DRIVE(LOCAL)KE
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)KEATON DRIVE(LOCAL)VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)
VILLAGE CREEK DRIVE
(LOCAL)OTTO LANE(LOCAL)KEATON CIRCLE(LOCAL)OTTO LANE(LOCAL)C.O.
TYPE III
TYPE III
TYPE III
C.O.
*
*
VAR. T.P.E.
VAR. SI
G
N E
ASE
ME
NT
447 445
444
446
450
452
451
447A
50' 1/2 R/W
50' 1/2 R/W
*
ALLEY B
(PRIVATE)ALLEY C(PRIVATE)ALLEY D
(PRIVATE)
436856
856857857 857
855853854856855856
856
855
852852853854
855
852853854855853854856 856857855856857855
855
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855
856
856
ALLEY A
(PRIVAT
E
)ALLEY A(PRIVATE)856
856
856 855855856855
10' B.L.10' B.L.10' B.L.10' D.&U.E.10' B.L.
10' D.U.&S.S.E
.
10' D.U.&S.S.E.
ALLEY E
(PRIVATE)
451A
**
*
*
*
*
***
*
*
*
*
10' B.L.
10' B.L.
10' D.U.&S
.
S
.
E
.
10' D.U.&S.S.E.
10' D.U.&S.S.E.5' WALK5' WALK5' WALK5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK
5' WALK
5' WALK5' WALK5' WALK 5' WALK5' WALK5' WALK 5' WALK
5' WALK
10' D.&U.E.10' B.L.21' D.&U.E.
30' R.D.E.10' B.L.10' B.L.10' B.L.10' B.L.10' B.L.
FUT. BLDG.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.5' L.B.E.RISER
TC=856.0
RISER
TC=855.6
RISER
TC=855.6
10' ASPHALT PATH
VAR. I.E.E.VAR. I.E.E.VAR. I.E.E.&
D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.VAR. D.U.&S.S.E.VAR. D.U.&S.S.E.
VAR. D.U.&S.S.E.
VAR. I.E.E.&
D.U.&S.S.E.
464
463462
85585385485585285385485585
5
85
2
85
3
85
4855853854856855
855
855
85
6
8
5
7
855*
*
*8558' WALK
855
855
856
856
85
5
856857856857857857856
857 857856856856856 38
*
856
5' WALK
5' WALK5' WALK13' D.U.&S.S.E.
30' D.U. & S.S.E.
66
56 59555857 626160
63
64
65
48 C.A. 2-814,549 sq.ft.71 70 69 68 67
54
52
53
51
49
50
C.A. 2-71,995 sq.ft.
37
34
28
36
35
25 24 23 22
33
21 20
32
C.A. 2-11,487 sq.ft.
31
C.A. 2-31,235 sq.ft.
C.A. 2-21,025 sq.ft.
C.A. 2-666,196 sq.ft.
47
C.A. 2-41,407 sq.ft.26 27 29
30
46
45 10' B.L.10' B.L.VILLAGE CORNER COURT(PRIVATE)C.A. 2-814,549 sq.ft.5' WIDE MULCH
NATURE TRAIL 99' L.F. 6" SSD74' L.F. 6" SSD74' L.F. 6" SSD85' L.F. 6" SSD60' 1/2 R/WC.A. 2-666,196 sq.ft.85285385439
44
424140
43
C.A. 2-51,500 sq.ft.C.A. #2-9350 sq.ft.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 PLANC601
60160JGV-R2
AEC BKR CARMEL, CLAY TOWNSHIPHAMILTON COUNTY, INDIANA03/16/22File Name:S:\60160-JGV-R2\DWG\C601 - Subsurface Drain Plan.dwg - C601Modified / By:March 15, 2022 7:11:17 PM / ecarsonPlotted / By:September 29, 2022 11:30:34 AM / Raven MorrisJACKSON'S GRANT VILLAGESECTION 2LEGEND
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