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4
3
2
24" SS
DROP MANE(
ADD 1 P5 @ MID SLAB
ADD 1 #6
TOP AND BOT
,Record Drawina12/001
These drawings have been
modified to conform wifh
i
nforn- ion provided by the
contractor. See original file
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copies for engineers
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professional seal,
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PLAN PIPE ORIENTATION PLAN - REBAR AT MANHOLE
SCALE; 111/4" = 1'-0" SCALE: 1/4" 1'-0"
lINABOND PVC
(METRO DATUM, 127±)
MANHOLE EL 27±
.COW�RSTE
0
SHAPE TOP OF CURB T ACCEPT
UNABOND MASTIC
i` ri '
--------- PRECAST MANHOLE SECTION
RUBBER GASKET
#4 AROUND OPENING
A #5 0 12"- #4 0 12" DOWELS AROUND OPENING
#6 @ 6" #6 6- 1 d-
I ti 1 #6 @ 6" #5 12" MANHOLE OPENiNG
DOWELS -TYP F-i DOINEILS-TYP DOWELS r2
EL 19.6 METRO DATUM: 119.6 SCALE: NONE
EI 18,6 METRO DATUM: 118.6
V-4" 1 6 24" PIPE 1+.,..
-#6 0 6
#5 @ 12" . 1 #5 0
#4 STIRRUPS
6" - TYP" #6 0 5' 2"CLR 1 #5 @ 12"
#6 @ 5" (MET ADD 4 #6 TYP ALL AROUND
EL 14,12 TYR -4"
RD DATUM: 114.12)
I I /2"CLR 1
-#4 7 T J. 2 YP
MANHOLE STEPS PER 4" HIS AREA TO
SPECIFICATIONS, #5 0 6" BE CUT OUT OF
TYP UA`N I M EXISTING 108" REP
SECTION 02601 IMFTRO 119n)
12" 3'-0"
TYP
(METRO 1 9.6) 2-#4
.6)
#5 DOWELS AT 4'--0" STU LL — 9.6,/
TO BE CU PP Pi
12" CENTERS R��EE 12"
ALL AROUND Al
DURING C(
71
6" E
T LL 7.6 {METRO DA-1 UM 107.6) MBED YP
(METRO DATUM 066)
#6 1� . : � I-, I - - I
L 66 ME
a, I-11-R-1P
2"CLR-TYP #4 DOWELS
CONSTRUCT:ON JONT -8-TYP
(4)r
........ ......... 12
41 WITH ROUGHED 4,4%. 14"
SURFACE
...... AND WATERSTOP '-N
#4 STIRRUPS
#5 DOWELS AT
(METRO DATUM: 1011) SEE r5-,I, ®6^
EL �3.1 u CONSTRUCTION JOINT WITH
12" CENTERS
ROUGHED SURFACE ALL AROUND
)#8* 6" EMBED - TYP REBAR AS REQUIRED
6 @ 6"' SEE /;7\ * ADJUST
TO PROVIDE ADEQUATE CLEARANCE
#5 @ 6- V t) AROUND 12" PIPE
4 1 11 E AND WATFRSTOP
#5 @ (4)#8' 7
EXISTING 12"- Z�— 10" TYPE S "5 @ 12"
108" POP DOWELS BACKFILL OR OFF
NOTE 20.0 SECTION
ALL WALLS AND ROOF BELOW ELEVATION a- 44. SHAI - SCALE: 1/2" = 1'-0"
*NOT -. ADJUST REBAR AS REQUIRED HAVE PROTECTIVE LINER, SEE k2"
TO PROVIDE ADEQUATE CLEARANCE G (a /11)
AROUND 12" PIPE
SECTION 24" PIPE (NORTH VIEW) rA SECTION - 36" PIPE (WEST VIEW)
I — rB
SCALE: 1/4" 1'-0" `-_ SCALE: 1/4" = l'-O" --
CUT OR CHIP 1 1/4"
NOTCH IN CONCRETE
AROUND PROTRUDING PIPE
UNABOND PVC
' INABOND MASTIC
CONCRET E
CONCRETE.
NOTE: ACTIVATE BOTH SIDES OF LINER INSERTED INTO NOTCH.
NOTCH SHOULD BE MINIMUM 1 1/4" DEEP.
PR07 RUDING STEEL /CAST PIPE (36" CONC)
SCALE: NONE
DIRECTION OF FLOW - --•-
4" MIN LAP
LINABOND UNABOND
PVC MASTIC
.............
CONCRETl!
NOT LAP SEAMS IN DIRECTION OF FLOW
OR MOVING EQJIPMENT
PROTECTIVE LINER - LINER SEAMS
SCALE: NONE
CONSTRUCTION JOlNT
SCALE: NONE
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