HomeMy WebLinkAboutC515 - PLAN & PROFILE (STORM)STR. #795 INLET M; R-3010TC: 852.35INV. OUT 848.50 (12" RCP (E)) 26' 0.39% 12" RCP STR. #744 MH 4' DIA.; R-3010TC: 852.35INV. IN 848.40 (12" RCP (W))INV. OUT 848.30 (12" RCP (SE))STR. #796 INLET M; R-3010TC: 852.20INV. OUT 848.60 (12" RCP (E)) 26' 0.38% 12" RCPSTR. #746 MH 4' DIA.; R-3010TC: 852.20INV. IN 848.50 (12" RCP (W))INV. OUT 848.40 (12" RCP (E))STR. #797 INLET M; R-3010TC: 852.25INV. OUT 848.60 (12" RCP (E)) 24' 0.42% 12" RCP STR. #760 MH 4' DIA.; R-3010TC: 852.25INV. IN 848.50 (12" RCP (W))INV. OUT 848.40 (12" RCP (E)) 66' 0.56% 12" RCP STR. #748 MANHOLE, 5' DIA.; R-1772TC: 854.20INV. IN 849.50 (18" RCP (NE))INV. IN 847.43 (18" RCP (S))INV. IN 848.03 (12" RCP (W))INV. OUT 847.33 (24" RCP (N))STRUCTURE
797, 760, 748
STRUCTURE
796, 746
STRUCTURE
795, 744WWWWOHUOHUOHUOHUOHU OHU OHUG GW W WW W WWC
6''SSD 6''SSD6''SSD 6''SSDTP
T P
T
P
T
P
T
P
T
P
TP
TPTPTPTP TP
TP
TPTP
TPTP TP ST
O
P
P
R
O
P
O
S
E
D
B
M
P
&
A
C
C
E
S
S
E
A
S
E
M
E
N
T
6''SSD6''SSD6''SSD6''S S D
745
RIM=852.25
744
RIM=852.35
743
RIM=851.50
106' OF 24
"
R
C
P
@0.49 %165' OF
26' OF 12" RCP
@0.39%
795
RIM=852.35 UOHU OHU OHU OHU OHUOHUOHU OHU OHUW W W W WWWW W W6''SSD 6''SSD6''SSD6''SSD6''SSDSSD 6''SSD6''SSD 6 ''SSD
6''SSD6''SSD6
'
'
S
SD
6'
'
S
SD6''SSD6''SSD6''SSD6''SSD6''SSD
6''SSD
6''S
SD6''S SDTP
746
RIM=852.20
RIM=851.90
756
RIM=851.30
757
RIM=851.30
784
RIM=851.00
785
RIM=851.00
782
RIM=851.00
10' OF 12" RCP
@1.52%
8
0'
OF
1
2
" R
CP@0
.
5
0%
48' OF 12" RCP
@0.41%161' OF
P
I
0
+
7
9
.
5
3
26' OF 12" RCP
@0.38%
796
RIM=852.20 OHU OHU OHU OHUOHU OHU OHU OHUOHU OHU6''SSD6''SSD6
''SSD
6
''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SS D 6''S S D6''S S D6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD6''S
S
D6''SSD
FDC
T
C
.O
.
T
YPE
II
C
.O
.
T
YPE
II
C
.O
.
T
Y
P
E
II
RD RDNO PARKIN
G15' ELEC ESMT
748
RIM=854.20
750
RIM=852.70
749
RIM=852.50
760
RIM=852.25
761
RIM=851.80
30' OF 12" RCP@0.33% 23' OF 15" RCP@0.30%61' OF 18" RCP@0.25%189' OF 24" RCP
@0.25%65' OF 12"
RC
P
@0.28%
66' OF 12"
R
C
P
@0.56%
67' OF 18" RCP
@1.05%
199' OF 8"
PVC
@1.9
7
%
68' OF 8" PVC
156' OF 8" PVC
@0.50%
24' OF 12" RCP
@0.42%
797
RIM=852.25
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.
C515
Project Number:
Drawing Number:
Certified By:
Checked ByDrawn ByIssue Date
Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title:
11-19-19 SO MK
18094
Rev. #Revision
Description
Issue
Date
CONFORMEDSETSTORM SEWER PLAN
SCALE: HORZ.: 1"=30'
VERT.: 1"=3'
GENERAL NOTES
LEGEND
Existing Grade New Grade Granular Backfill
SCALE: 1" = 30'
PLAN & PROFILE
(STORM)
5 ASI 006 03/30/2020
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.
AS-BUILT NOTES
GRANULAR BACKFILL NOTES
·For RCP storm pipe granular backfill, refer to detail 3, sheet C601.
·For HDPE storm pipe granular backfill, refer to detail 4, sheet
C601.
·For PVC sanitary sewer, see Carmel Utilities Trench Detail &
Trench Schedule on sheet C606.
STORM SEWER PROFILE
CONSTRUCT CONCRETE
CRADLE ON EXISTING
STORM LINE PER C605
9 ASI 012 05/05/2020
9
ROTATE STRUCTURE
& ADJUST CASTING
SO THAT IT WILL NOT
BE IN CURB LINE
9
05/27/20