HomeMy WebLinkAboutWTR2703530.9N
Ujj
~ N
20"
-� 8" L 3 x 3 x 1/4 GALV. - 12„ 8„ 4 - #5 PILASTER
W/ 5/8„ DIA. GALV. EXP. „ REINFORCING
BOLTS W/ 4" EMBEDMENT 15�s
SEE TYP. BOTH PIPE CHASES
_ SEE� L__
#5 ®32" WALL 1 F
REINFORCING (TYP.) - -
5 #4 CONT. N07 na e
HORIZ 6 x 6 - W2.9 x W2.9
WWF 5 - #4 CONY.
HORIZ. o
#5 ® 16" VERTICAL
EXTEND EVERY OTHER STRUCTURAL iv e #3 ® 16" TIES
BAR TO MATCH WITH 7 -0 6 CONC. SLAB FILL AS
WALL REINF. ON GRADE REQUIRED
EL. 399.40
XV-
-'.",VERT.4 - #5 COLUMN 12" x 16" STANDARD 15-Ys"
�- - —&-X REINF. SMOOTH FACE BLOCK
•, o :.: t .., ......
Z -
:.
4 4
o :.•. VAPOR BARRIER VAPOR G
8„ BARRIER _ p
o
PILASTER DETAIL
5 - 4 CONT. -� > >, SCALE: 1 =1 0
# 3/2 CL. CONC. 6 x6
HORIZ. 8 w : ',
6 COMPACTED FILLET . .....;.::. o
..SLAB ON � �..• ; • :.::':.:..:.. .. ... ... ....... :: ... ,
t�l
#5 ®16" STRUCTURAL FILL #5 ® 16" ' VERT..':........ _ I „
GRADE v > :,'(95% MODIFIED ;:"::; :..:,: ;.:. d Q #3 ® 12 TIES
c�
:. ,......: LAS
PR CTO
J(AT CONCRETE
vS cn
w ,, , PI TER)
10
.. > o SEE H
X X X cD X _
• --- a -- = o X.---ems ;—i:—!-X °
1 1 /2 KEY
.) •` ::..:. •.,:. '; ...'.. .... �...... ..
FOR FOOTING
(TYP
>..., ... ..:..�..:.�..., ... .: REINFORCEMENTS
24f, \_6 x 6 - W2.9 24" :.•... .. '. —� I (_� �_� �_ :'> ..': @ PILASTER
x W2.9 WWF�\\-3 - 4 BOTTOM 3 #4 BOTTOM 249f #4 (AT PILASTER 36
# OF FOOTING ONLY) 3 - #4 BOTTOM
3 - #4 BOTTOM OF FOOTING
(CONY.)
OF FOOTING
EAST/WEST PIPE CHASE SECTION c PIPE CHASE SECTION AT PILASTER
SCALE: NTS S-1 SCALE: NTS S-1
7"
�
w
�
Ljj
Z
Q
L__—
J
a
w
z
o'
O
U
®
_--
w
w
bi
Uj
o
z
2" FRP EZ ANGLE AS
MANUFACTURED BY GRATING
PACIFIC OR APPROVED w
EQUAL. N
-Q
04
w
z
bi
e e' U
FR'D ANGLE EMBEDMENT N
TYP o a a -#5 ®16
(VERT.)
a c .
CL OF RUNWAY BEAM PILASTER 16°#3 TIES ®12"
7» 7 a" REINFORCING
NOTE:
3" ® CENTER PILASTER,
2" ® CORNER PILASTER, PILASTER AT STEM WALL o
(TYP) SCALE: 1 "=1'-0" -
W6 x MIN. OUTSIDE OF FOOTING
(SEE NOTE 1)
r%='r A 11 iaM7 — _Z
-vim, ■ r.■�
SCALE: NTS - IE 1/2>, W / 2 - 3/4"0
RUNWAY BEAM WELDED ANCHORS
(SEE NOTE 1) (SEE PLATE ANCHOR
DETAIL AT LEFT)
------------------------- t -------- I ----------------------------------------
am
00
5 ® 32" 4 - #5 PILASTER
WALL REINFORCING) REINFORCING WELDED TO PLATE -------------------------I F----------------------- ;_„----------------- - 00
(CRANE SUPPLIER I i 2 0
SHALL BE RESPONSIBLE :o SPLICE
v •. FOR WELD)
a•00
20 PILASTER AND \ L--------- -J
WALL REINFORCING
1/a CONC. SLAB ON NOT SHOWN o0
00 FOR CLARITY
G (FOR
REINFORCING
GROUT WALLS 12" • SEE THIS SHEET) #5 DOWELS 6" 1-#4 AT PILASTER
SOLID (FROM PILASTER) ONLY
�a"95 x 6" LONG
ANCHOR WELDED
#3 ®16" TIES
---J TO fj' (2 EA. PLATE) PLAN
.. __
/ #5 VERT. o NOTE:
1. ALL MEMBERS FOR CRANE SHALL
BE DESIGNED BY CRANE SUPPLIER FOOTING REINFORCING AT PILASTER H
a AND SIGNED BY STRUCTURAL SCALE: 1"=1'-0" -
ER REGISTERED IN THE STATE
OF WASHINGTON. RECORD DOCUMENT NOTE
OF WA
CMU PILASTER DRAWINGS C-2, C-3, C-5 AND C-7 HAVE BEEN
MODIFIED TO REFLECT CONSTRUCTION RECORDS.
WORK SHOWN ON THE REMAINING DRAWINGS IS Call
CORNER DETAIL
BELIEVED TO HAVE BEEN CONSTRUCTED PER THE before you
z / PLATE ANCHOR DETAILK I fi A Q CRANE RAIL DETAIL BID DOCUMENTS.
SCALE: 1 "=1'-0>, S_1 SCALE: 1 "=1'-0" w=1 SCALE: 1 /2"=1'-0" S-1 Ma
SKYWAY WATER AND SEWER DISTRICT DATE AUG. 2004 DIMMITT BOOSTER STATION
11909 RENTON AVENUE SOUTH DESIGNED By 04192.00
SEATTLE, WA. 98178 DRAFTED MTF P03231-S-2.DWG
(206) 772-1580 CHECKED STRUCTURAL DETAILS SHEET S-2 of
REVISION DATE BY APP D SCALE AS SHOWN
je
■
1-800-424-5555
UNDERGROUND SERVICE (USA)
JOB NUMBER
1601 2nd Avenue Suite 1000
7_-_�W,*414 Seattle, WA 98101
p. 206.441.1855 I f. 206.448.7167
P E ..................... P..... S..Ne.
Civil I Structural I.
Planning I.
Su y
' An Engineering Services Company PaceengrS cOnl