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9 0
1/2" RADIU5
6RADE--�
3/4" GHAMFER
WSDOT 4 -03.12
WASHED ROCK
6" PERFORATED
DRAIN LINE W/
FABRIC WRAP --
COMPACTED FILL
AROUND VAULT
4" PVC WATER5TOP - ----, II' I' LAP 5PLIGE
5LA5 BEYOND
k2"x5I`a KEY
ROCK BA5E
SIMP50N H3
EAGH TRU55 W/ (2)
Sd INTO TPU55 $
INTO PLATE -
2x4 6LOGKIN6 W/
5GREENED VENTS
TREATED (0.40 PGF INGI5ED) 2x6
PLATE ® ALL WALL5 W/1 /2 "iP
6ALV. ANGHOR BOLT5 (EMBED T"
IN GROUT) - LOCATE BOLT5 12"
FROM WALL GORNER5 d 2' -8"
O.G. MAX. DO NOT 5PLIGE PLATE
BETWEEN GORNER5 - 2" 6ALV.
PLATE W45HER5 --_
(5) #5 ® 12" O.G. FROM WALL5
THEN #6 ® b" O.G. (W5 BAR5
OVER EM BAR5) -- —,
TRUSSES
GONG. FLOOR
GONG. LID SLAB 1/2" RADIUS
® DOOR ---
In
(4) #6 ADD BAR5
AT HATGH - 5EE
PLAN
GHAMFER5
AT WEIR 5EE
52.0
Ramig'AMNrm
#5 ® cl" O.G. W/
CIO° 5TD HOOK
® CORNER
#5 ® 4" O.G.
GONG.
WALL
ROUGHENED GON5T. JOINT
GONG. FLOOR
SLAB
2" GLR
12
2x4 BLOCKING
® RID6E
MOOD PANEL
5HEATHIN6
WOOD PANEL 5HT'G
(2) #5 IN COURSE
OVER DOOR - RUN
LENGTH OF WALL
LINTEL BLOCK
DOOR
#5 DOWEL5 TYP.
ALL GMU WALL5
bxb - W2.9xW2.9 DEFORMED
WELDED WIRE FABRIG--N
#5 VERTICAL ®
GORNER5,
DOOR JAMB5 d
3'4" O.G.
OTHERWI5E
W GMU (SPLIT
•
FACE) SOLID
GROUTED
(2) #5 HORIZ. ®
4TH GOUR5E, 8TH COURSE,
8 TOP COURSE
- PROVIDE CORNER BAR5
W/ 24" LAP
3'4" MIN. LE6 FOR WALL VERT5 ® 6" O.G.
LAPPED W/ SLAB BARS d 5TD 40" HOOK FOR
OTHER WALL BAR5
2' -8" LAP 5PLIGE
a60 r
.� • • �� FOR O. ll I IE500 51D HOOK
OL.
MAT BAR5
UNDER -
1800 STD HOOK
FOR GMU
VERT5 ---__
(5) #b ® 12" O.G. FROM ` WALL
WALL GORNER5, THEN
#6 ® 6" O.G. (5) #b @ 12" O.G.
FROM WALL WRl
GORNER5, THEN #6 ® I U
3" O.G. KE r
2" GLR. O
(5) #6 ® 12" O.G.
FROM 5LA55, THEN
#6 ® 3" O.G.(IN51DE
OF VERTICAL 13AR5)
(5) #b @ 12" O.G. FROM
WALL5, THEN #b ® b"
O.G. (IN51DE OF
VERTIGAL5)
`r #6 DOWEL5
#5 ® b" O.G. ® FROM 5LAB
q EDGE OF KEY
(5) #6 ® 12 LAP
O.G. FROM MIN.
5PLIGE
WALLS, THEN #b ®6" MIN.
LAP .� 6"
O.G. (N/5 BAR5 OVER
E/A BARS) 410.0
#5 OR #b
TYPICAL OUT5I0E WALL GORWR5
PLAN SECTION
I /T =1 -ply
% CORNER
BARS LAPPED W/
EA. HORIZ. BAR
24
*5 ® b" O.G.
LAP 5PLIGE
MATCH 51ZE
BAR5
D. NUMBER OF
INTERRUPTED
PROVIDED EA.
SIDE OF BLOGKOUT. HOOK
BAR5 THAT GAN NOT BE
FULLY EXTENDED
TYPICAL AT PIPE THROUGH WALL OR SLAB
DETAIL
3/4 " =1' -O"
18 "x18 "x18" GA5T IN PLAGE
GONG. SUMP
WATER STOP VOLGLAY
RX -101
2�" GLR.
#4 ® 12" O.G. MAX.
#4 BAR5 ® 12" O.G.
MAX. EA. WAY
SECTION /" 7
NO SCALE
'--b" MIN. 5TD HOOK 5TD HOOK5 —
3 GLR.
SECTION �� (SWALL5, THEN #b ® 3 "M
E/W BAR jARS UNDER S=3576 10
CONSULTING ENGINEERS LLC 1 Cm OF REM-TON TIBYDATE YH11Y'4 N091
181 3333rd Strcel, Bldg C� r $,
i • I ®ICI "°®° °`""Im I "' CITY OF ISSAQUAH SCHOOL DISTRICT 2010 -09 -1
$h1lChrd $Ojt�01tT ® Fede21 Way, WA 83003 tEtlEl@ 8
LIBERTY HIGH SCHOOL
www.esmcivii.com I "2 +°�'» ""�"" Af2F °IEww DATUM 'J` RENTON PUMP STATION
.)•1111 CMI IrosdM WM
r is s Planning /Building /Public Works Dept.
�• "�ra�" ESM JOB #1655- 001 -009 NO. REVISION APPR �`"`E �CO1m"0LY
'"" 10°21
S- 357(!Q F TT
1.
•
5LOGKOUT
'
hAY
.iN�m
% CORNER
BARS LAPPED W/
EA. HORIZ. BAR
24
*5 ® b" O.G.
LAP 5PLIGE
MATCH 51ZE
BAR5
D. NUMBER OF
INTERRUPTED
PROVIDED EA.
SIDE OF BLOGKOUT. HOOK
BAR5 THAT GAN NOT BE
FULLY EXTENDED
TYPICAL AT PIPE THROUGH WALL OR SLAB
DETAIL
3/4 " =1' -O"
18 "x18 "x18" GA5T IN PLAGE
GONG. SUMP
WATER STOP VOLGLAY
RX -101
2�" GLR.
#4 ® 12" O.G. MAX.
#4 BAR5 ® 12" O.G.
MAX. EA. WAY
SECTION /" 7
NO SCALE
'--b" MIN. 5TD HOOK 5TD HOOK5 —
3 GLR.
SECTION �� (SWALL5, THEN #b ® 3 "M
E/W BAR jARS UNDER S=3576 10
CONSULTING ENGINEERS LLC 1 Cm OF REM-TON TIBYDATE YH11Y'4 N091
181 3333rd Strcel, Bldg C� r $,
i • I ®ICI "°®° °`""Im I "' CITY OF ISSAQUAH SCHOOL DISTRICT 2010 -09 -1
$h1lChrd $Ojt�01tT ® Fede21 Way, WA 83003 tEtlEl@ 8
LIBERTY HIGH SCHOOL
www.esmcivii.com I "2 +°�'» ""�"" Af2F °IEww DATUM 'J` RENTON PUMP STATION
.)•1111 CMI IrosdM WM
r is s Planning /Building /Public Works Dept.
�• "�ra�" ESM JOB #1655- 001 -009 NO. REVISION APPR �`"`E �CO1m"0LY
'"" 10°21
S- 357(!Q F TT