HomeMy WebLinkAboutC6.2_Bulletin 1131ST STREET
TOWNE ROADCONTRACTOR TO INSTALL NEW OUTLET CONTROL
STRUCTURE WITH 8.0" ORIFICE
OVER EXISTING 18" OUTLET . SEE DETAIL THIS SHEET
904
903
902
901
900
899
905904903902901900899899
900
901
902
903
904 8999009019029039049059059059
0
5
905905
905
TOP OF BANK = 904.40
TOP OF BANK = 904.40
EXISTING HARLESTON POND 5
TOWNE ROADSTR. 100
RIM=906.52
INV(S)=900.59 (24" RCP)
INV(N)=901.49 (12" RCP)
INV(E)=900.49 (24" RCP)
STR. 100A
RIM=905.52
INV(S)=901.65 (12" RCP)TOWNE ROADMSANITARY CLEANOUT
FDC PIV
TRANSFORMER PAD
COORDINATE W/ UTILITY
EXISTING STORM STRUCTURE TO BE CORE DRILLED,
CONNECTION TO BE SEALED WITH NON SHRINK
GROUT AND ENTIRELY ENCASED IN CONCRETE ON
EXTERIOR OF EXISTING STRUCTURE.
WATER METER
2" TYPE K COPPER
DOMESTIC SERVICE LINE
36' - 24" RCP @ 0.20%
STR. BMP
RIM=905.60
INV(W)=900.47 (24" RCP)
INV(E)=900.37 (24" RCP)49' - 12" RCP @ 0.32%10' - 24" RCP @ 0.20%
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE:1"=5'
890
895
900
905
910
915
920
890
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900
905
910
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920
0+00905.3906.52INV.=900.59 S (24" RCP)INV.=901.49 N (12" RCP)INV.=900.49 E (24" RCP)STR. #100 - 60" MANHOLERIM.=906.5249' - 12" RCP @ 0.32%INV.=901.65 S (12" RCP)STR. #100A - 2' X 3' INLETRIM.=905.523850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWAREVillage of WestClay2425 HARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C6.0 UT
SCALE 1" = 20'
200 40
N
R
CERTIFIED BY106/06/2023REVISIONS PER TAC REVIEW207/07/2023ADDENDUM 2307/07/2023ISSUED FOR CONSTRUCTION408/11/2023BULLETIN 1STORM PROFILES AND OFF-SITE IMPROVEMENTSC6.2
OFF-SITE DRAINAGE IMPROVEMENTS
SCALE: 1" = 30'
GRANULAR BACKFILL
PER CARMEL DRAWING 10-31
EXISTING GRADE
PROPOSED GRADE
HYDRAULIC GRADE LINE
PROFILE LEGEND:
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 LEE 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
PROVIDE AND INSTALL 52" GALVANIZED STEEL GRATE. GRATE WILL
BE A 19-W-4 LIGHT DUTY WELDED STEEL GRATING WITH A 1" BY 3
18"
THICKNESS AND ANCHORED TO STRUCTURE
TOC = 903.20
8" DIA. ORIFICE IN BOX @
897.98
NORMAL POOL = 897.98
EXISTING 18" RCP @ 897.98
TOC = 903.20
INV = 897.98
EXISTING 18" RCP
SECTION A-A SECTION B-B
48"
OUTLET CONTROL STRUCTURE
NTS
48"
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