HomeMy WebLinkAboutC602-Subsurface Drain PlanD
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829829
LOT 2
LOT 1
C.A. #1
VAR. D.U.&B.M.P.E.&L.M.A.E.
10
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D
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E
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25' D.&U.E.
25' D.&U.E.
75
'
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d
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68.90' 1 2 R/W
68.90' 1 2 R/W
50
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P
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10' T.P.E.
84
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842
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25' B.L.
25' B.L.
401
400
406
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404403
402
407 409
BUFFER EASEMENT
50' FROM TOP OF BANK
OF CARMEL CREEK
VAR. WATER QUALITY
PRESERVATION
EASEMENT
15' Electrical & Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
Approx. Limit of
W.R. Fertig Open
Regulated Drain
(75' from Top of Bank)
Approx. Top of Bank
W.R. Fertig Open
Regulated Drain
Var. Width Drainage Access
& Maintenance Easement
Instr. No. 200300127290
20' Sewer Easement
Instr. No. 8702420
15' Electrical & Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
15' Electrical &
Telecomm. Easement
Instr. No. 2019025955 &
Instr. No. 2019031338
South R/W 116th Street
per INDOT Proj. No.
STP-B886 (007)
408
VAR. WATER QUALITY
PRESERVATION
EASEMENT
LOT 3
DONNYBROOK ADDITION
Plat Book 2, Pages 233-234
Roland W. Slagle, III et al
Inst. No. 2020079971
Lot 5Lot 4Lot 3Lot 2Lot 1
DONNYBROOK ADDITION
Plat Book 2, Pages 233-234
MONON FARMS CONDOMINIUMS
Plat Cabinet 3, Slide 651
Inst. No. 200500039345
Monon Farms Lane
E.
1
1
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TBM #2
TBM #1
10' T.P.E.
843
838
839
840
843
844
845
839
840
841
842
843
844
845
836
837
838
839
840
838
839
835
836
83
7
8
3
8
831
832
833
834
835
836
832
833
834
835
836
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830831832833834835836837
832833834835836837838839840
837838839840841842843844
20' B.M.P.E.
10
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10
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50' T.P.E.
95 LF 6" SSD 100 LF 6" SSD
26 LF 6" SSD 100 LF 6" SSD
11 LF 6" SSD
137 LF 6" SSD
37 LF 6" SSD
RISER
TC:836.8
RISER
TC:837.5
RISER
TC:841.2
RISER
TC:834.1
RISER
TC:833.3RISER
TC:826.2
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GRAPHIC SCALE
0'
( IN FEET )
30'15'30'
1" = 30'
NOTES
1.THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES
AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY
LOCATED THE UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE
UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE ARE NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
3.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.
4.ALL YARD INLETS ARE TO BE CONSTRUCTED AT A TOLERANCE OF
+0.00' TO -0.20' OF PLAN GRADE.
5.ALL STORM SEWER CASTINGS SHALL BE LABELED "DUMP NO
WASTE-DRAINS TO WATERWAY"
6.ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE DOUBLE WALL
SMOOTH BORE PERFORATED (HDPE) PIPE.
7.DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN ENDED INLETS.
8.FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE DETAIL D-18
ON SHEET C80X.
9.ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE RCP
CLASS III.
10.FOR INSTALLATION OF STORM UNDER CITY STREETS AND COVER
REQUIREMENTS, SEE SHEET C80X ON THE TRENCH DETAIL.
11.ALL TOP OF CASTING ELEVATIONS FOR STORM SEWERS SHALL BE
CONSTRUCTED WITH A TOLERANCE OF 0.10 FT±.
12.THE CITY OF CARMEL WILL NOT MAINTAIN CURBSIDE SSDs OR STORM
SEWER IN PRIVATE ALLEYS.
13.SEE DESIGN DEVELOPMENT DOCUMENTS FOR SSD CONFIGURATIONS
WITHIN BMPs.
LEGEND
EXISTING FEATURES
SEWER, SANITARY
SEWER, STORM
WATER FLOWLINE
NORMAL WATER ELEVATION
FLOODWAY FRINGE (PRE-PUBLISHED FLOOD LINE)
PROPOSED FEATURES
WATER MAIN w/ HYDRANT
SEWER, STORM
CONTOUR
WATER FLOWLINE
6" SUB-SURFACE DRAIN (UNDER SWALE)
DENOTES CONSTRUCTION LIMITS
BENCHMARK DATA
ORIGINATING BENCHMARK:
BENCHMARK ELEVATIONS FOR THIS PROJECT WERE DERIVED USING THE
NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE
(O.P.U.S) AND ARE REFERENCED TO THE NAVD '88 DATUM.
SITE TBMs:
TBM #1: A CUT SQUARE ON TOP OF THE CONCRETE CURB ON THE SOUTH
SIDE OF 116th STREET, IMMEDIATELY EAST OF THE ENTRANCE TO THE
GRAVEL DRIVE ON THE WEST SIDE OF THE SITE.
EL: 832.38 (NAVD 88)
TBM #2: A CUT "X" ON TOP OF THE CONCRETE TOP OF THE BRICK
HEADWALL OVER CARMEL CREEK, AT THE NORTHWEST CORNER OF THE
WALL.
EL: 830.09 (NAVD 88)