HomeMy WebLinkAbout13-1-43.1G NOTES
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A, q e n er o l
Verify al/ dr»eosions ih f'i'e/d and report any ci/'sere/aancieS f4 the
Cnyinser irrrn�d/'atc J,
8, F'ounc/af'Pons
/JAI/ piles shall pe 4)ouy1cys fi'r class .B pee_55ure 7ureo/t�o/ wi#t /2 /b.s, re
tenfioh of creosote per ff3 of wooal. os set forth -in A,W.PA.C/2 � A.KIPA•C�
2� pil(?.s shall be driven to elevot-ion - Zo' or unt/I o pile capacity of /C 7'0h,S
as itrolical-aol fay the use or- tMe E.*7yi"aG.-n9 Aloes Fscorcl pi/Q dr;v/hy
formula /s oflained. In fro case ,shall the p;/e tip be obov<2 elevation -/0 �
u/.7/e.ss o pp eo ✓ed by the GH9 /nee r.
C . Concrete
0 Concrete sfb//6¢ C/ass 3 W11A 4 mirn. 1)#/,&,:) compressive s trena th of .3000p,s./'
d t 0S days , Corr c re to mix ., hall have t7v f /e6,5 f-ham S Y Sack's o f cereal
pQr cubic yae.ol of generate. Mcyxirr,drrr .size of a,g9re9ate .Sha//Hot QxcQea'
/Z¢". .S/uvr,p shall Not exceed/ 3," Typca ff port/and cetr7enf shall be used.
D. /Peinforcing Steel
0 Reir7forcin9 shall conform tv A.S.r.M. D&61'1ncttyv r A-/s-1,71ermedafe Gr'ode•
2j A// eeinforc/nrj sf7a/l be lapped a rr,ih. of J506a.
F-5true l`vrerl
A// Sfee'l Shall be L/SS Comer? .s tee/ or appee ved equep/,
2) A // weld;ny shall be .shop weld im y , ma be ,3tir e%led' `netw/-dre,
5ob/-?erye� arc, ryas -meta/ -arc an
a/ectr/c'a/ res /st4rCQ /pvocesseS.
electr des "my be ff -Go or E 70 low tiyolro9eh 6u99ested �-"1'17imam
preheat' of 3-0' F.
3) Al/ Stroofvra/ s-leel ,Shall be Aabe;caftWa Greeted' in accordorgce wl>A 44re
"SPeci�;caf;ohs for Te1/9n/ rwbelcafioh� Erection of ,5fj-uc*uea/ ,she/ ller
,pui 1 d,`rr cj.s '' A, /. S , c . /963 c1; 7: on
4> All lvol*r not, Shall bG Coe--,4eh
P Loo'di nj
0 Box culvert /'S cale.5iy^9d to 7'oee 4 /6,000 /6. . whea/ load or cy/fpYnQ1*
/'Odd;,rays based on A,45Ao /4 Zo S -/6 /04cy':n�•
G. X/oog(
/) A// /camber shall be pres.sc/re (rea d' wi'7�,6 Tama/;tfi l�t/o/man „sa yv/yA
a •yi;yrim✓� vetrantioh of , 35 lbs. per cv,6%c 4voA
i'sh C,rpd�
In�JOC�L� s�zd sh�r�i 2
3"x G" wood naile�-S bolted
5/8'° C/01pped bolts e 4' -0"
0. C. S 0 ygered.
- - - %4/, bo/ts'
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Nl9h WO ter
D" Cone, Cap
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(� I Low Woteel t /3 O"
ST G VIF 13,5
//8" welded to ST
S T G VIF' l31 5
0 - Z� 5 Ver f —�
z.oke 3o11om
SE C7- 0IV 1
¢ woo cl
P/' /e
�f.�f'ter drl//inq Pile
/owes a ca ri nq over
the pile ® P/a ce con -
crete by tremic.
3 "Y 6 " Nai /er ho/r`ed
to Wf w/ 4/ ,"o
bo/rs 0. C, sf'a9yered
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C O Z v4c p T U4A/N0 Z E SZ_ C T10,41
3 - J' 5x 7-o "/0r79 LP 4 "o C . 3 - *5X 7-:0 "loe C_, 7 "L
each s %dE Qvc� s<'d¢
#' 4@ 14'' o. c,
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A P P VL By Date RENTON MUNICIPAL AIRPORT
1®� OF WAS,y'��` 1 Des. �(W 8/�i9
'D.L. 8/�9 STORM DRAINAGE IMPROVEMENTS 4 )
—J - ENGINEERING, SURVEYING, PLANNING
112 w Ck --, BLACK RIVER CHANNEL DWG. NO.
tea K.W.W18/69 �14 WILLIAMS AVE. SOUTH
GCS Proj. Eng. D. R. 18/69 DATE:
' r= 1086-0201-20-D
No. EY GATE RE�/RSE®N5 RENTON W A S H I N G T 0 N
AUGUST 1969
�- Frog. Dir.J.H.D. !8/69
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