HomeMy WebLinkAboutC516 - PLAN AND PROFILE (STORM)VWWWWWWWWWPROPOSED ROW727B
RIM=868.60
727
RIM=865.15
726A
RIM=864.65
726B
RIM=866.10
726C
RIM=866.75
728
RIM=866.35
727A
RIM=866.00
727D
RIM=865.85
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.47%
27' OF 12" RCP
@3.72%162' OF 24" RCP@0.46%37' OF 12" RCP
@2.47%
123'
O
F
1
2
"
R
C
P
@0.6
9
%
25' OF 12" RCP
@3.00%86' OF 12" RCP@0.99%78' OF 1
2
"
R
C
P
@0.51%NO PARKINGLatLatLatLatLatLatLatLatLatC.O.
C.O.655 L.F. OF 6" PVC SANITARY LATERALAT 1.04% SLOPEC.O.
C.O.
C.O.
731
RIM=865.00
732
RIM=865.00
732B
RIM=866.50
733
RIM=865.00
732A
RIM=866.60
100' OF 24" RCP
@0.55%
12
4
'
O
F
1
2
"
R
C
P
@
1
.
9
3
%
38' OF 12" RCP
@0.66%
166' OF 18" RCP
@0.54%
37' 2.47
%
1
2
"
R
C
P
123' 0.69% 12" RCP 25' 3.00%
1
2
"
R
C
PSTR. #727D MH 4' DIA.; R-3286-8VTC: 865.85INV. IN 861.70 (12" RCP (E))INV. OUT 861.60 (12" RCP (W))STR. #727 MH 5' DIA.; R-3010TC: 865.15INV. IN 860.85 (12" RCP (E))INV. IN 860.40 (12" RCP (N))INV. IN 860.00 (12" RCP (W))INV. OUT 859.90 (24" RCP (S))STR. #727A MH 4' DIA.; R-3010TC: 866.00INV. IN 860.95 (12" RCP (W))INV. OUT 860.85 (12" RCP (E))STR. #727B INLET M; R-3010TC: 868.60INV. OUT 861.85 (12" RCP (E))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. #732A INLET AM; R-3405TC: 866.60INV. IN 862.35 (12" HDPE (W))INV. IN 862.25 (12" RCP (N))INV. OUT 862.15 (12" RCP (SE))STR. #732B INLET AM; R-3405TC: 866.50INV. OUT 862.50 (12" RCP (S)) 124' 1.93%
1
2
"
R
C
P
38' 0.66% 12" RCPSTR. #732B INLET AM; R-3405TC: 866.50INV. OUT 862.50 (12" RCP (S))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 727B-727D ALIGNMENT 732B-732
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
C516
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.
2 TAC COMMENTS 8/12/2019