HomeMy WebLinkAboutC601 STORM SEWER PLAN AND PROFILEE
E
E
E
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OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUSAN SAN
S
A
N
SANSAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSAN EEEWWWW WFMFMFM
F
M
F
M
E E
15MATCH LINE C600MATCH LINE C601720
725
730
735
740
745
750
755
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
STORM 100-102
MATCH LINE C600MATCH LINE C601OHUOHUOHUOHUOHUOHUWWWWWWWG G G G G G G
FOFOFOFOFOFOWGWWWWWWWWEEEEDDD730
735
740
745
750
730
735
740
745
750
-0+50 0+00 0+50 1+00
STORM 400-401
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE NUMBER
100
102
103
104
105
106
107
200
201
202
300
301
302
303
400
401
STRUCTURE TYPE
???
MANHOLE
MANHOLE
MANHOLE
MANHOLE
INLET TYPE A
INLET TYPE A
MANHOLE
MANHOLE
???
INLET TYPE A
MANHOLE
INLET TYPE A
INLET TYPE A
???
???
TOP OF CASTING
-4.54
741.00
741.00
739.28
739.80
739.38
741.40
739.00
739.65
738.42
741.00
737.17
740.00
739.40
-2.14
-1.92
CASTING TYPE
???
NEENAH R-1642
NEENAH R-3405
NEENAH R-3405
NEENAH R-3405
NEENAH R-3405
NEENAH R-3405
NEENAH R-3405
NEENAH R-3405
???
NEENAH R-4342
NEENAH R-1642
NEENAH R-1642
NEENAH R-3405
???
???
INVERT
INV IN = 733.50(N)
INV IN = 734.46(N)
INV IN = 734.46(NW)
INV IN = 734.40(SW)
INV OUT = 734.15(S)
INV IN = 735.20(W)
INV IN = 736.00(NE)
INV OUT = 735.10(S)
INV IN = 735.74(N)
INV OUT = 735.64(E)
INV IN = 736.01(N)
INV OUT = 735.91(S)
INV IN = 736.71(E)
INV OUT = 736.54(S)
INV OUT = 737.90(W)
INV IN = 735.03(W)
INV OUT = 734.93(SE)
INV IN = 735.51(W)
INV OUT = 735.41(E)
INV OUT = 735.80(E)
INV OUT = 736.50(SW)
INV IN = 736.00(N)
INV IN = 736.65(W)
INV OUT = 736.55(S)
INV IN = 737.40(N)
INV OUT = 736.80(E)
INV IN = 736.00(N)
INV OUT = 736.00(S)
DETAIL LOCATION
END SECTION N/AN/A
END SECTION N/AN/A
END SECTION N/AN/A
END SECTION N/AN/A
END SECTION N/AN/A
SEE CONCRETE END
SECTION DETAIL ON C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
SEE INLET TYPE A DETAIL
ON C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
SEE CONCRETE END
SECTION DETAIL ON C603
SEE CONCRETE END
SECTION DETAIL ON C603
SEE CONCRETE END
SECTION DETAIL ON C603
SEE CONCRETE END
SECTION DETAIL ON C603
SEE INLET TYPE A DETAIL
ON C603
SEE INLET TYPE A DETAIL
ON C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
SEE INLET TYPE A DETAIL
ON C603
SEE INLET TYPE A DETAIL
ON C603
SEE STANDARD STORM
MANHOLE DETAIL ON
C603
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
102
103
104
105
106
107
200
201
202
300
301
302
303
401
DOWNSTREAM
STRUCTURE
102
100
102
103
104
105
106
102
200
201
103
302
303
400
SIZE
6"
36"
21"
21"
18"
15"
12"
27"
27"
27"
12"
12"
12"
12"
27"
MATERIAL
HDPE
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
CMP
RCP
LENGTH
2'
308'
212'
147'
58'
151'
233'
70'
56'
43'
99'
196'
37'
32'
80'
SLOPE
4.00%
0.21%
0.30%
0.30%
0.29%
0.35%
0.51%
0.67%
0.67%
0.68%
0.50%
0.28%
0.40%
1.57%
0.00%160'
C601STORM SEWER PLAN AND PROFILEN
W
E
S REVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below.
before you dig.Call
R
APP
R
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V
AL PE
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NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1REVISED PER CARMEL TAC COMMENTS07.29.2019FAP2LEGEND
EXISTING GRADE
FINISHED GRADE
HYDRAULIC GRADE LINE
NOTE:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION
TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO
AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
GRANULAR BACKFILL -
SEE SHEET C603 FOR
BACKFILL DETAILS
NOTE:
SEE SHEET C600 FOR LEGEND,
ABBREVIATIONS AND GENERAL
STORM SEWER NOTES.
NOTE: FROM STA 0+16 TO
0+64 CLASS V PIPE
REQUIRED