HomeMy WebLinkAboutC604 STORM SEWER PLAN AND PROFILE HAZEL DELLPARKWAYSTORM SEWER STRUCTURE DATA TABLE
STRUCTURE NUMBER
500
501
502
503
STRUCTURE TYPE
END SECTION
TOP OF CASTING
N/A
747.20
748.60
749.12
CASTING TYPE
N/A
NEENAH R-1642
NEENAH R-1642
NEENAH R-3405
INVERT
INV OUT = 741.00
INV IN = 743.37(SW)
INV OUT = 743.27(E)
INV IN = 744.47(W)
INV OUT = 744.37(NE)
INV IN = 747.57(S)
INV OUT = 745.57(E)
INLET TYPE A
INLET TYPE A
INLET TYPE A
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
500
501
502
503
DOWNSTREAM
STRUCTURE
501
502
503
SIZE
10"
10"
10"
12"
MATERIAL
HDPE
HDPE
HDPE
CMP
LENGTH
97'
50'
56'
21'
SLOPE
2.35%
2.00%
1.96%
2.06%
SEE INLET TYPE A
DETAIL ON C603
DETAIL LOCATION
SEE INLET TYPE A
DETAIL ON C603
SEE INLET TYPE A
DETAIL ON C603
D
D
D
D
D
D D D D D
DDDDDDDDDDDDDD730
735
740
745
750
755
730
735
740
745
750
755
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
STORM 500-503 SLOTTED DRAIN #2
C604STORM SEWER PLAN AND PROFILEW
S
N
E 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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DI
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G
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 COMMENTS06.24.2019FAP1LEGEND
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
TOP ELEVATION -
SEE GRADING PLAN
SECTION
DO NOT FORM
BELOW GRADE.
CONCRETE (TYPE A, 4000PSI)
SLOTTED DRAIN
NOT TO SCALE
14 GAGE SLOTTED DRAIN PIPE 12" DIA.
WITH 6" HIGH SLOT MANUFACTURED BY:
CONTECH ENGINEERING SOLUTIONS, LLC.
PREFERRED OR EQUIVALENT PRODUCT.
FOR SLOT HEIGHTS 7" TO 18" CONTACT
ENGINEERING REPRESENTATIVE
#4 BAR (TYP.)
#53 AGGREGATE AS
REQUIRED FROM
UNDISTURBED GRADE
NOTE:
SEE SHEET C600 FOR LEGEND,
ABBREVIATIONS AND GENERAL
STORM SEWER NOTES.