HomeMy WebLinkAboutC600-Storm Plan & Profiles-C6006
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
[
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
0
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
2
:
4
5
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