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It
9 TRIM BARS
-- -- 4'-0" LONG r S.
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CENTER OF PIER
1
cE/vrVIR OF PIER
CE/V TE.R OF PIER
PLAN VIEW
n,
SHEAR SLOTS TJ BE PROVIDED
W A"' L POST PIERS AS SHOWN.
sEC TiON D -a
SCALE:
2- /1" 0 ANCHOR BOLTS �
7'- 0" LONG N!/HEX NUT 1
r-URIV I SHED 8Y O' /fERS. ¢, _ 7"
2'-34" 2'-3V
TER OF PIER
-04
I' -off" 3'-2''-b
M -/-/ ••�ANCHOK 8%_T 4'-0"L-ON6 w/ HEX NUT
4 4 4N• HOR 80LT5 7 -Q" LONG PUR/v"SI/EG BY OTNE 45.
W w/ HEX ,-Vt T FUffIVI SHED BY � 2,
3TOP OF PIER EL 430.5C
,0 7" y 8'-O' LONG i l M rL.. - -
...............T__- emu, DE EL 429.50 -
a
N,-:,
BEND AROUND OPE/V/N6111L:
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----}-1-1 _.
2- ;' 8 D' vYE%.S w//'-O" HC ' K5 ON
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i L4NCRETE ?HRUST f3cOCbf � V
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LONG EAR-, y1"A r
`\ 1 2-a ";� X 5'-/" HAIRPIN DOWELS
.1
A
SECTION E-E
Z
'4�S 5 Ti RRUPS Z' 3" 21
5-4 RE QUIRED
¢" 4 SPA. � 1,51 „ ,,/rr
I TYPICAL
LONG HOOPS G
.6'-0" L ON6
ftf� V
I � «
02/-o"
LO/VG F/Rsr ovc 5"
DOWN FROM Tc P cF
PIER,: THEN I2" CEN= ER5. —
S E 1'.- V t3 - G
SC -ALE: ;"=/'-Q"
1�_ _ - — — -- - ,z
W TOP OF PEh �HAIRPIN 4 CHORS I
/O'- ll¢ "
r-FLE'V 43C-50 -'" AIK 2A2 / - REO'D IN EVERY
I--.-- j---- OTHER Cl T510E P!Ek. ANCHORS
f3C'
— I l t M; ;'S 7- EE 0,= FSE T ONL Y ENOUGH
.� �;� TO il,ilSS ANC N�"�f? LTS.
__-_��-
+I------- -- --- I �t F1,R,V,5HED BK 07,gERSNo
o •'
i � I
-'/9- */4 BARS
—I- I 12' - 7" L O/J = EACH WA Y
6,r7,,, 72„
,
SECTION A -A
SALE: _ /'-O'"
5 EC T/ cN F- f
O Q
4"141UNCH BACK a SIDE hm LL5
'JSE O/VE "8 DJi4/EL-
8'-0' LO.'VG /iY EACH CC RIVER
SAL 2
in
NOTES
1. DESIGN ASSUA4FT101V5:
.50IL BEARING - 8000 P.S.F.
CONCRETE: Z8 DAY COMPRESSIVE
57-RE,VGTH - 3000 P. S.1.
RE - STEEL : /NTERMED/ATE OR
fVARO GF�.1 UE DEt=OR�/t J
A 5 TA4 A - 305
Z. TOP PORTIOA/ OF PIFA15 TO BE FIN/SHED
SMOOTH TO 6" FELOW GROUND LEVEL.
3 ANCHOR 80L.Ts E NA/RPiN A/Vc11Ok5
ARE FL r?Ni5rlEO UY OT-HEH5.
4. ANY OVEN - EXCA VAT101V UNDER F00 riNG _
INU.ST .8E F/[.LED W/TN LEAN CON�:R_FrE.
4 - #s 's I7' -0„ 1 ONG - - - `-�
,a r g" FIRST BAR 71 "'
FA 9,A l TOP, - -- — 1 W
OF
--4 4-- — — -t GRADE EL.=
Tr I —29, -
/6 'S -� — T �— LONG. FI q_5T ONE
v4 t I I 5" DGdi/rb Ff�CM w/ER �Q '
— ---1 I— — — TG P, THEN 12 " C TRS. -,— - --- —
— — T rG v NOV J r_ A' CON _ T�U,-
.,TED
I
1 1 i I 19(.0'j ILC—f
CITY OF RENTON
UTILITIES DEPARTMENT
G�' / 6, 71 HIGHLANDS ELEVATED TANK
' ' "
-
/3'-.3~ ___�_.. _ 750.000 GAL. TANK FOOTING
` CONSULTING ENGINEER
DATE: DEC. 8, 1959 SCALE: AS SHOWN
RICHARD E. WOLFF
SECT/ON �-B APPROVED: _ OPROVEQ: APPROV�D:
Z 1506 SMITH TOWER SEATTLE
SCALE* /'-O" _
MAIN 2-0944
SUPT. OF UTILITIES CITY ENGINEER )AAYnROF RENTON
��7%1 P•. L - G 14 i1 DWG 5312 SHT. 2 C> f 4