HomeMy WebLinkAboutC600-Storm Plan & Profiles-C602A6
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
(
D
V
W
W
K
6
W
U
H
H
W
)
L
V
K
H
U
V
,
1
SK
R
Q
H
I
D
[
Know what's
R
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
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 OR 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 AND 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.
STORM SEWER NOTE
NOTES:
ALL STORM STRUCTURES TO RECEIVE
SOLID LID CASTINGS ARE TO BE
CONSTRUCTED TO PROVIDE ONE 4" RISER
RING NO MORE, NO LESS TO ACHIEVE
PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE
CONSTRUCTED AT A TOLERANCE OF +0.00'
TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE
LABELED
"DUMP NO WASTE-DRAINS TO
WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL
NEED TO BE DOUBLE WALL SMOOTH
BORE PERFORATED (HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED
ON ALL OPEN ENDED INLETS.
FOR STORM STRUCTURE SIZING AND
CASTING TABLE SEE DETAIL D-18 ON
SHEET C802.
ALL STORM SEWERS WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER
CITY STREETS AND COVER
REQUIREMENTS, SEE SHEET No. C802 ON
THE TRENCH DETAIL.
THE MINIMUM COVER FROM THE TOP OF
THE INSTALLED PAVEMENT TO THE TOP
OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL
BITUMINOUS AND AGGREGATE
MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF
THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE
LESS THAN 2.5 FEET.
DENOTES FULL DEPTH
GRANULAR BACKFILL
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
&
2
+
6
'
5
)
'
'
1
65 4
2
4
6
'
9.'
&
'
*
8 #&+4
,
#&0+0#+''
)0 +
4
'01+.#05
(
'
2
4
1
56#6'1(
5
Fi
l
e
N
a
m
e
:
S:
\
6
0
1
6
0
S
I
L
-
S
1
B
\
D
W
G
\
C
6
0
0
-
S
t
o
r
m
P
l
a
n
&
P
r
o
f
i
l
e
s
.
d
w
g
-
C6
0
2
A
Mo
d
i
f
i
e
d
/
B
y
:
Ap
r
i
l
1
8
,
2
0
1
6
7
:
4
0
:
4
5
A
M
/
gm
y
e
r
s
Pl
o
t
t
e
d
/
B
y
:
Ap
r
i
l
1
8
,
2
0
1
6
8
:
0
7
:
1
0
A
M
/
Gr
e
g
M
y
e
r
s
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 #
0
.0
4
56#6'1(
&57
+#+&0 ;8 '
#41
00
&'
&
#
'
1&5 )'+
4 6+5
./
&
4'
5
'
6