HomeMy WebLinkAboutC513 - PLAN AND PROFILE (STORM)FFE = 868.50
FFE = 868.50
WWWWWWWWWWWWWC.O.
RDRD
RDRDRDRDRDRDRD
SAMPLING BOX
PER TRI CO STANDARDS
726A
RIM=864.65
726
RIM=864.25
726B
RIM=866.10
726C
RIM=866.75
725
RIM=865.80
725A
RIM=865.25
724
RIM=864.00
724A
RIM=866.80
724B
RIM=868.00
37' OF 12" RCP
@3.42%
119' OF 12" RCP
@1.47%
46' OF 30" RCP
@0.54%
168' OF 24" RCP
@0.66%
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.74%
27' OF 12" RCP
@3.72%162' OF 24" RCP@0.52%721B
RIM=864.50
STR. #725 MANHOLE, 4' DIA.; R-1772TC: 865.80INV. IN 857.95 (24" RCP (N))INV. IN 860.75 (12" RCP (E))INV. OUT 857.95 (30" RCP (S))STR. #726 MH 5' DIA.; R-3287-10VTC: 864.25INV. IN 859.05 (24" RCP (N))INV. IN 859.50 (12" RCP (W))INV. IN 859.40 (12" RCP (NE))INV. OUT 859.05 (24" RCP (S))STR. #724 MH 5' DIA.; R-3010TC: 864.00INV. IN 857.70 (30" RCP (N))INV. IN 859.00 (12" RCP (W))INV. OUT 857.70 (30" RCP (S)) 168' 0.66% 24" RCP
46' 0.54% 30" RCP STR. #726 MH 5' DIA.; R-3287-10VTC: 864.25INV. IN 859.05 (24" RCP (N))INV. IN 859.50 (12" RCP (W))INV. IN 859.40 (12" RCP (NE))INV. OUT 859.05 (24" RCP (S)) 162' 0.52% 24" RCP STR. #727 MH 4' DIA.; R-3010TC: 865.10INV. IN 859.90 (12" RCP (W))INV. IN 860.40 (12" RCP (N))INV. IN 860.85 (12" RCP (E))INV. OUT 859.90 (24" RCP (S)) 86' 0.99% 12" RCP STR. #728 MH 4' DIA.; R-3010TC: 866.35INV. IN 861.25 (12" RCP (E))INV. OUT 861.25 (12" RCP (S)) 78' 0.64% 12" RCP STR. #729 INLET AM; R-3402-ETC: 864.55INV. OUT 861.75 (12" RCP (W))FFE = 868.50FHV
WWWWWWWWWRDRDRD
RDRD
RDRDRD RD RD
RD RD RD
D
D
D
727B
RIM=868.60
727
RIM=865.10
726A
RIM=864.65
726B
RIM=866.10
726C
RIM=866.75
728
RIM=866.35
727A
RIM=866.00
729
RIM=864.55
727D
RIM=865.85
119' OF 12" RCP
@1.26%
37' OF 12" RCP
@2.74%
27' OF 12" RCP
@3.72%162' OF 24" RCP@0.52%37' OF 12" RCP
@2.74%
123'
O
F
1
2
"
R
C
P
@0.7
7
%
25' OF 12" RCP
@3.00%86' OF 12" RCP@0.99%78' OF 1
2
"
R
C
P
@0.64%NO PARKING18095
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
STORM SEWER PLAN
STORM SEWER PROFILE
ALIGNMENT 724-726 ALIGNMENT 726-729
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
C513
PLAN & PROFILE
(STORM)
NOTE*
INSTALL FULL DEPTH GRANULAR BACKFILL WHEN
UTILITY IS WITHIN 5' OF PAVEMENT.