HomeMy WebLinkAboutRS-698I4 QUICK C0� �n� urn
CONNECTION
FOR PUMPING
CONNECTION
8"x 4" FLAN(
CONCENTRIC
r
OR EQUIVALENT
(SEE DETAIL THIS SHEET)
NOTE: ALL MANHOLE MATERIALS TO BE AS SHOWN
ON TYPICAL PRECAST MANHOLE DETAIL.
FORCE MAIN CLEANOUT MANHOLE DETAIL
N.T.S.
CHAMFERED EDGE
TO SUIT PIPE CE —\
#4 0 20 4 "0 TOP—
REMAIN 0 8" MAX. 12
1 1/2" COVER (TYP.)
PIPE
STAINLESS
1 STEEL STRAP
.I. FORCE MAIN °. i— PIPE SECTION
x 8" TEE
FLEXIBLE SLEEVE CAST
a IN MANHOLE BASE
PRECAST CONCRETE MANHOLE
#5 BARS DRILL AND
GROUT 10 EA. CORNER
REMAIN Q 12" O.C.
.-3" MIN.
' CONCRETE
SURFACE
CONCRETE PIPE SUPPORT
N.T.S.
PAVEMENT (SEE DETAIL)
Z.
�t
,
1" COPPER UNLESS
OTHERWISE REQUIRED
CORPORATION
STOP
D.I. FORCE MAIN
COVER WITH WORD "SEWER"
/FINISHED GRADE
FLANGE
ADJUSTABLE SLIDING
VALVE BOX
CURB STOP
°
EXISTING
° SEWER MANHOLE
°
HOLE TO BE CORED
e
-90° BEND
° °
6"
MANHOLE SEAL DETAIL
C
N.T.S.
WATERTIGHT MANHOLE FRAME
AND COVER, SEE SPEC'S
Finished Grade , See Plan
Adjust ITo Required Grade
With A'Min. Of One Courses.
And A'Max. Of Five Courses
_
Mortar All Around
Of Brick Masonry Or
s
Reinforced Conc. Grading
„0 j
8" MIN.
Rings, XI Bricks To Be
—0
Laid As Headers
o
°
oX
x
PRECAST CONCRETE
MANHOLE CONE
Butyl Rubber Joint
�
I x
Sealant (Typ.)
_----- - -
-�
--
o .
i
°
REINFORCEING STEEL,,(TYP.) -
--
x
_ COMBINATION OF
1 2 3 OR 4' LENGTHS 24” D.F. FORCE
- CL ELEV. 196.0'
°
e
6"
° - -SEAL WITH NON — SHRINK
TYPE GROUT
e e
° c
PRECAST CONCRETE 5" Min.
- -- — ° 4' -0" °x
MANHOLE RISER -- --
Manhole Steps °
See Specs ------ - - - - -- -- X
�X
PRECAST CONCRETE I
Manhole Base
eY
in a
° e
z � 6' -0" j TMIN.
24" D.I. FORCE MAIN
PRO
r
24" D.I. FORCE MAIN ! °
i a
r 1
G
Manhole Seal o a ° e e' x 00 z
w xox-.>—x x° x e
SEE DETAIL (TYP.) ° a e ° g
FLAT STONE OR
CONCRETE BLOCK
NOTES:
1. AS SHOWN ON PLANS, CONNECT TO
EXISTING SEWER MANHOLE.
2. CORPORATION STOP, CURB STOP
AND VALVE BOX TO BE LOCATED
AS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER.
FORCE MA IN AIR RELEASE DETAIL
N.T.S.
l
Stone 6" min. --/ L UNDISTURBED MATERIAL
i
( (t -
gS ®nSS I'll A ,.
N.T.S.
a
i w
e
. I A .
24" D.I.
FORCE
- - - - -- - - k ----------- MAIN
- - -- J - - -- -----------
3'-0 o
PRECAST CONCRETE
MIN. °. MANHOLE BASE
e
e
i