HomeMy WebLinkAboutR-4177101n
6
IT
ra
n
Alm
SECTION
311E 55 SCUM UP �3/16EN0 PIA$ TER
S(G:CsIri E)
50 PERCENT OF REINFOR ING
CONTINUOUS THEN LOIRE.
STAGGER UPS
"^" JOINT SIMILAR TO DETAILPAVEME
I-�i
I/C52M v
POP REP
BIB'OC
C EW EE
OIYOC EW BOTTOM
DETAIL e
n NLuiltu HI ALTERNATE ROCKS
W/IESS WOR PLATE
/ r xr SLOTTED
HOLES
IF N - E VAX
R 14.
]- 1/GOM MAXCOLTS VH�Mµ UP HOIZONTAE !3'-VOC X 9Nf W/ S10
EL 14.4 ttP 90 NOTE
2 1/T
2 1/Y
J-
AT WALL INTERSECTIONS
NOSCALE REINFORCEMENT
s
0 50
SLAB/WALL
CONTROL JOINTS ]
SCALE: 1 1/2 -1'-0' S 00
RADIUS T0.YED
AT TGP SLUE
FOLYFROCYLENE
MANHOLIE LOGGED
RUNGS 012 OC MAX
SET ETHICS IN
DFILLED HOLES
LADDER RUNGS B H
NO wkLE 5500 SSO3
BOE/NG
EACIJRIES DEPIRIMEM
SEE FEAR FOR TGE
STAR ELEVATOR —
I
CUT-OFF EXISTING AILING
3'-W BELOW STRUCTURE. TW-
TIUSED WITH UNSUITABLE FOUNDATION
EXCAVATION AND SACKFUL UNSUITABLE FOUNDATION EXCAVATOR AND BPCKRLL.
LOCATON AND FIFTH TO BE DETERMINED BY
ENGINEER. PAD FOR AS BID ITEM O.
SECTION
PLAN — APPROX DRAINAGE AREA
TRIBUTARY TO WENAULT 9
NO SCALE
O:
1N TYPICAL HER ALL OPENINGS IN CONCRETE POLLS AND STABS UNLESS
INDICTED OTHERWISE.
2 00 NOT WELD REINFORCEMENT TO PIPE SLEEVES OR INSERTS.
3. PROVIDE ADDIIQWL REINFORCING AT ALL WENINGS IN WAELS AND
SUBS 12 INCHES OR URGER IN ANY DIRECTION.
4. ADDITIONAL FIDNFORCING MAY BE OMITTED ONLY WHERE OPENING 5
FRAMED BY STAND
R-4177101
OPENING REINFORCING H
'RECG40 G.;
DaAWMYA
NO srxE ssoo
AARC
EO
—
p rys
nr_ycl(.cm
nvwALV�L
❑ OP . WA SHOP
RJY UP
11
1
ElEYERER. WA 982O1
M
— G9
2 11 w
WLIVAULT DETAILS
'"j
❑ PER.. wA 98031
m
501
rcG
2/IIry2
,W
❑ PORNND. DR. 972M
■ RENTDN. WA. 9H035
4-01 PARKINAREA
G
SU1RE. WP M124