HomeMy WebLinkAboutC514 - PLAN AND PROFILE (STORM)4"6"DOMFIREP WLatLatLatLatLatLatLatLatLatC.O.
C.O.655 L.F. OF 6" PVC SANITARY LATERALAT 1.04% SLOPEC.O.
WM
MECHANICAL UARD
C.O.
718
RIM=865.00
731
RIM=865.00
732
RIM=865.00
732A
RIM=866.60
95' OF 24" RCP
@0.53%
100' OF 24" RCP
@0.55%
12
4
'
O
F
1
2
"
R
C
P
@
1
.
9
3
%
38' OF 12" RCP
@0.66%
855
860
865
870
875
880
885
890
855
860
865
870
875
880
885
890
STR. #732 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 856.10 (18" RCP (N))INV. IN 859.75 (12" RCP (NW))INV. OUT 856.00 (24" RCP (S))STR. #733 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 859.00 (12" HDPE (W))INV. IN 857.10 (15" RCP (NW))INV. OUT 857.00 (18" RCP (S)) 166' 0.54% 18" RCP
195' 1.10% 15" RCPSTR. #731 MH 5' DIA.; R-3286-8VTC: 865.00INV. IN 855.45 (24" RCP (N))INV. IN 860.00 (12" HDPE (W))INV. OUT 855.35 (24" RCP (S)) 100' 0.55% 24" RCP
95' 0.53% 24" RCP STR. #734 INLET AM; R-3405TC: 863.50INV. OUT 859.25 (15" RCP (SE))STR. #718 MH 5' DIA.; R-3010TC: 865.00INV. IN 854.65 (36" RCP (SW))INV. IN 854.85 (24" RCP (N))INV. IN 861.00 (12" HDPE (W))INV. OUT 854.55 (42" RCP (S))LatLatLatLatLatC.O.
C.O.
C.O.
C.O.
732B
RIM=866.50
733
RIM=865.00
734
RIM=863.50
38' OF 12" RCP
@0.66%
166' OF 18" RCP
@0.54%195'
OF
15"
RCP@1.10%
18095
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANANEWFORCARMEL CLAY SCHOOLSCARMEL ELEMENTARY SCHOOLSDrawing Title:
06-21-19 SO MK
Rev. #Revision
Description
Issue
Date
1 ADDENDUM 7/9/2019
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 718, 731-734
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION
TO CONFORM TO APPLICABLE LOCAL AND STATE
STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A.
STANDARDS FOR WORKER SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD
VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION
BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING
TREES.
GENERAL NOTES
SCALE: 1" = 30'
SCALE:HORZ.: 1"=30'
VERT.: 1"=5'
LEGEND
Existing Grade New Grade Granular Backfill
C514
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019