HomeMy WebLinkAboutTED4001782.14REGION NO.
STATE
FEDERAL AID PROJECT NO.
SHEET NO.
10
WASH.
8RM - 1288 (2 )
I--405- 3(G35)
8 3 W 10(o
W 5.5 Spiro /, Typ.
//- %z" Dia. x 270 k
Strands
equally
spoced.
docking
Force per
Strand =
28, 9 k
Effective
Prestress
ofter Losses = /, 2/Opsi
0
�GI
0
N
1&o 12r' Prestressed Pl%
f 'c = 8,000 psi
0
� �
O
2" C/r, Cover
on Strand
419SECTION
Scale 3/4 rr = l ! p'1
Pile He
43�
lc� Pi /e Ti16
.t
LO
PRESTRESSED PILE
vD - *0 -/
SUPERIOR REPROGRAPHICS
"x /� 4k2" 0, D,
nt //00,0
"n l � 4�2'r 0,0,
?% Hoop
/Co%21' Prestressed Pile
Inferno/ Rel,- f not shown
f39 1- 07 Dowels , Epoxy Grout into
F/ex tubes , Epoxy once bolls
In c/den fo/ to On/ r/i7g P/%s .
Dowels only r'egv/fled when?
Pile w/'r`h S/ee yes o`rl'✓en Ab
less /hon 9 =O" above Cul off ,
bend os /'equwvol yvi1h11? foot'i•?g .
Dio . x .5'-- O" Long r- e.c/-lees e ✓
(rop of a// Pi/es )
419 SECTION
SCo% -qw'_ /�O'r
Top of foot nq
Pier / orrd Pier /2
Sc /
vERr1 AL- Pli-Es /O'cxis w(5
8ATreRED R/LEs ,38'1►1/N.
CA.S'/NG—
TX ,\
►/eat P.pe wlth I/a/ve
CO/O
Tub/hg for
Pressure Grouting
Exposed` Sfro.7 d
Ex used Stroud
Cut off Elev.
3acA /// Grave/ ,Bo�r-ow
when no )fie/nf Eorth Wor/
r'egv�i►ed In front of fZrofir79
See Sht, 7
M 1 22 "P C061r7g to with site nd
/ Soi/ and Gr-00//i79 �r�essures
Thrs casing sha// be also
14 CTyp.� i nstc7/led For klerti cal Piles .
PRESTRESSED PILE TO ABUTMENT FOOTING
PRESTRESSED PILE TO PIER
PILE NOTES
Expose &'- o'/ of Stroud abo ✓e P/ is cut- off, typica/.
2. lN55 Spiro/ shot/ tf-- spliced with /�- O// 67or7746c74
Lap vP/ice .
3, Pr/es shall not be spllced r/or built- up.
4, Subrrrrf comp/efe Shoe ,Drowli?gs for Pi/es for
Re view ,
5 Submit Pressure Grouhnq Shop Drawings for
Revre w.
See speeia/ Prov/sIons fbr Alternate to Pi/es
.shover? on P/ons
CONSTRUCTION SEQUENCE
(FOR PIER I &-12)
Dr I ve Pi/es .
a,
2, Ins tall 22'0 Cos/i?q and secure to ,oro vide
C1eor'onee shown .
u�
3, Insto// Grou,t P/pri79 ,
4, Erect Re./MfOl-Oed EOrth Wa// c'rnd ,Boekfi// to
1t7ott01n of mooting .
5, Cut-off P//es, A / Do wci/ , , f
CO. 005t-/s7 Concrete �16utrnent,
7. C0n11 ?ue Ereefion of rPe /i?f Earth W011 and 30ekt; // ,
8, 19fter o0mrO/eti017 of /3ri01geure ors'
r'ernov'o/ of o// 1-err�/oorc>ry Shoring , Grout Iloior
between Pie, and Cosi�g .
off and Co,'?Ceo/ ��vuf iP/ryy ipft /n ,o%ee.
1 0 I 2 3
3/4`t 1 I Ott
scale feet
FOOTING
rA.p, I. C. A. r.np►.[. URS C ® M �A
NY
Systems Architects Engineers
OO ^
Incorporated, P.S. Consulting Engineers EV1
eers and Analysts I R5ED PER RECORD ORNG1. 5rJ 3-11.87
Seattle Austin Seattle. VVashlnaton NO. REVISION BY APPR. I DATE
Rdwl 71244t
�t G. '� ► PRO c
Q1. 13 WASy� t�' J�' of WAS
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CITY OF R E N T 0 N
DEPARTMENT OF PUBLIC WORDS
S.W. GRADY WAY BRjr GE
REPLACEMENT
CONCRETE PILE DETAILS
DESIGNED PP ®ATE 4-82-__ _- FILE N®. __--
ORAw/ry VNO
PP SCALE AS SHOWN F.ELI BIp� PAGEv__
Ct9ECFfE®
APPROVED SHEET19 GG C)F W
DIRECTOR OF PUBLIC WORKS
�- SCANNED MAR 2 8 200hot
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