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LON6 —1-1¢-OANC,.VORBOLT 4'-O" LONG W/ HEX NUT
3 J'OANCHORSOL75 7�0
FURNISHED BY OTHERS.
U 2-
w/,qE)( NUT FURNISHED BY
j OTHERS.
C TER OF PIER < E-TOF OF PIER EL, 430.50'
EN
:T GRADE EL 42-1) :50'±
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;4j I. DESIGN A5SUMPTIONS:
1,s4-HAUNCH 50/1- SEARING' - 8000 FS.F
CONCRETE.' Z8 DAY COMPRESSIVE
ON
—Z- 4-8 DOWEI-5 w11-O" HOOKS
--OUTSIDE PIERS- I I STRENGTH. 3000 PSI.
1--� &4CJ4 SIDE OF OPEN /NB TE-sTEEz_: 11vrERA4E01ATE OR
CONCRETE THRU57- 04OCK i716'C.I.R INLET- OUTLET HARD 69ADE DEFORMED
N A5TM A-305
CENTER OF PIER
SE ELL r IV. -0P PORTION OF PIERS rO 6E flVISHED EL CZ __j
0
IN151A LIN BY 111,U51R11. 2.7
/ . / , 9"' SMOOTH TO 6' BELOW 69OLWD LEVEL.
V HAIRPIN ANC11OR5
3. ANC14OR HOLTS
ARE FURNISHED BY OTHERS.
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101161 a4Cq, WA 4 ANY OAFR-,1XCAVq710N UN42ER F007-1416S
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16-1 W4LET- OUTLf
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9.1
SECTION E
? R oj� PIER SCALE:. �"-/'-O"
o/ z 5i i
CE1v7E? OF P/5�( 6' 20"
"'S STIRRUPS 2,
7 0.
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-T-17 IT r 71 -7-f _7
S-CEN7-,-1? OF PIER
CEv TER OF p"ER
-74
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SCALE.- a- V-0- 4OA16 HOOPS (9 1
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............ SHEAR 5LOrS TO BE -PROVIDED
ALL POST PIERS AS SHOWN.
8'-O" LONG IN 640V CORNER
US,- ONE .*6 DOWEL 900-K'
SECTION D -19
SCALE: j,_"_O.
FIRsr owE SI
DOWN FROM M16 6F 6-
'PIER; THEN 12'CEMMS. ---w-- -w i.
2- 4'0 ANCHOR BOLTS
7' -O" LONG -/HEX NUT SECTION F-F SCALE:
FuRlvisHEc, ey, oryER,5.
SCALE:
231' _. 4- 'SS LONG
V 2j' Ft0;Sr BAR 7i
FROM 7ZIP
K ZA2 REOD /N E VIERY
TOP OF PIER J HAIRPIN ANCHORS 1i "0A 10'- /14'
�ELEV 430.50 A-f 4�' � L. +3"--
6
OTHER 00",51DE INER. ANCHORS
MUST 7' 8E OFFSET OWL: * 111VOUCH GRADE EL..
70 A415S ANCHOR ZOLTZS
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=7 rURNISHED BY Orii-FRIT.
T-1
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5' DOWN FROM -ER
z 16-
TOP, THEN 12'CTRS.
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14
CITY OF RENTON
UTILITIES DEPARTMENT
, WO, -11 r -4
_3
1-7 /0 BA Wv & 6z1'a HIGHLANDS. ELEVATM TANK".
/27" LOA16' EACH WAY 61- 74 Y
V -71
/3-3 75CI,,000 GAL. TANK FOOTING
A
r M4IRRIN L
_T -3
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777, T'
CONSULTING ENGINEER
DATE: DEC. 8, 1959 959 ISCALE: AS SHOWN
RICHAR6, E. WOLFF
SECT101V O-B APPROV "pp
SECTION A-A 1506 SMITH �T6VER SFATTLE
E:
5CAL
SCALE: z MAN 2 0944 NEN-
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