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NOTE : ALL DIMF-M - &IONS ARE
OUT To OUT
4' 4'
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OF_
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ENDS
FOR SKEV,ED
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END5
TYP. ALL JOINTS
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IS
NOTES _
1 -FOR GENERAL NOTES 5EE 5H. I
Z- COMP2E551VE 5TRENGTH OF CONCRETE
AT THE 71ME OF INSTALLATION OF
PRECAST MEMBc`R5 2 500 S. .
3- PP_ECAST MEMBERS -fOLERA'QCES '
MAIN Z EINFO¢CE<\'' EMT LOCATION '- 1%4
Ic� oss 5EcT ION *- 1 /a'
LENGTH
I 4- SMOOTH, FINISH ALL SU2FAC.ES EXCEP'!"
AS NOTED ,
I 5- PLAINLY MARK ALL PRECA -. CONC.
MEMBERS TO INDICATE THE TOP OF
THE MEMBER AND ITS LOCATION
ORIENTATION' IN THE ST2UCTUF' -E.
DUPLICATE IGE)..1TIFICATION MARKS
oN 7HE PLACING PLAN
G- PRECAST STRUTS SHALL P-E Hk.ar->LED
IN A HOI2- IZONTAL UPRIGHT POSITION
ONLY. C.oLUMN5 CAN SE HANDLED
IN ANY Fc-- 1TiON,
7- PROVIDE LIFTING LOOP= For HANCLIN`a
e, IN57ALLAT•ION OF PRECAST UNITS
DESGRI °TION I Ere
7- fit hENTGN
-._. • �F
__..I 3 UTf LITI E5 0 - n. _PART ENT
PP -OjECT W-98 I-OOF F0P-
��.` EX15T• 1.5 M.G. 2ESER.VOIR
PRECAST COL UIVINS rJ T RUTS
6
SCALE _ €IAS 5NOwu APP,ROVE9,1
+L {
DATE :ACZ!L Z. !yG SUpT . OF U11 ITIE
DESIGN L. C 1 A •,
/CONSULTING ENGINEER VXV*V'N . P.Er'JI <_ --
LITY NGjNEEiG__!\
RICHARD E. WOLFF 1506 SMITH TOWERSEATTLE 1^�'N. MA2 -0944 5312 -� SH. 4 OF 5
P2 i !F2,2(4,
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