HomeMy WebLinkAboutC600 Storm Sewer Plan & ProfileCURB INLET TABLE
STRUCTURES STRUCTURES ANGLE AND tt
LESS THAN 48" GREATER THAN QUALITY OF PIPES CURB CASTING
PIPE FROM T/C TO 48" FROM T/C WILL REQUIRE STEPS CASTING *3501 TL
SIZE INVERT TO INVERT SPECIAL DESIGN REQUIRED *R-3501 N TR
12" to 18" 2'X2' DESIGN
APPROVAL, No Yes Yes
DESIGN
18" or 21 MH APPROVAL Yes Yes Yes
DESIGN c3
No No Yes
21 or 27' 2' x3'* APPROVAL
24" or DESIGN DESIGN
o
LA RGER AP ROVAL APPROVAL No No Yes T
Yes-
24" or MH/BOX
I
DESIGN Yes Yes 'o a
APPROVAL
LARGER
PI NO LARGER THAN Is- CAN BE USED IN THE 2' SIDE OF THIS BOX SPECIAL NOTE:
INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE STRUCTURES DEEPER THAN 1W FROM T/C TO INVERT WILL BE A
M.P OR A BOX WITH STEPS UNLESS APPROVED. SPECIAL DESIGN IS APPROVED.
SPECIAL NOTE:
STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE:
COUNT Y MA REQUIRE STEPS To BE INSTALLED AFTER
STRUCTURE IS SET, TO IMPROVE ACCESS.
-1 Q
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO -0.20'
DESIGN
R AL
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18 OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER
SCALE: 1"= 50' RING (NO MORE NO LESS) TO ESTABLISH PLAN CASTING GRADE.
THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN
THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATHS
F-
DINIOTES FULL DEPTH GRANULAR BAIKIILL
PER CITY STANDARDS NOTED ON SHEET C804
0
C-)
a
d
V)
2
El
P 2
ED
RECORD DRAWING 0 LAJ GO
WC�l
4
No
DATE: 00012
DENNIS D. OLMSTEAD 1 0
SCALE: I"=5 HOR. 2 Re Land Surve STATEOF .1
1 =5' VERT. No. 900012 "n".
P`
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM 17—
COVER FROM THE TOP OF THE INSTALLED PAVEMENT V)
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 ET N.
F PAVEMENT ELEVATION TO THE TOP OF THE
PPE BE LESS THAN 2.5 FEET. C600
LLJ
0
Of
a-
(10
LJ
Z
V) 0
ALL EXISTING OFF-SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
I
w LL_
I STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
n
LIJ Z
(D 0
ry
NOTE:
ALL STORM SEWER CASTINGS SHALL BE LABELED
"DUMP TO WATERWAY".
3:
LLJ
cn
NO WASTE-DRAINS
LjJ
cf)
0
NOTE:
:2
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
WATER SERVICE LATERALS, SANIHARY
ry
SANITARY MAINS,
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
0
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM 17—
COVER FROM THE TOP OF THE INSTALLED PAVEMENT V)
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 ET N.
F PAVEMENT ELEVATION TO THE TOP OF THE
PPE BE LESS THAN 2.5 FEET. C600