HomeMy WebLinkAboutD-269031- -----------
L3EO/N CULVEX"41,9EMOVAL
5EGIN P-1 WALL
P-1 WALL STA. 10+00.00
1 405 5TA. 1145+43.15
1 405 5TA. 1`101+40.10 133.10' RT PKOP03EP
RETAINING
WALL
A EX15TING SHEET PILE
WALL TO REMAIN
REMOVE EX15TIN (5
CULVERT
END CULVERT REMOVAL
1 405 5T A. 1147+73.639 23.00' LT
N25041'49"W / - -Zl-
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u
P---1 WALL
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EX13TING E39/ 00E PILING,
LOCATION OHOWif N 15 FOOTING EXPA1 310N JOINT
"A P"P R OX1 M..A�.T. E." C0 N T'1�ACT( 9
TO FEILI? VERIFY LOCATION
If
Z�f
f 7-1
k"19
APPROXIMATE EX13TIN07
GROUND LINE AT FACE
OF WALL
OAKEOL)ALE AVE
291-1111
rf Cb
N25041'04"W
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p L5
h E
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----
t t� 1 11 7 ENP P-1 WALL`
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t P-1 WALL 5TA.
EX P. J Q I-N -r Cb
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P-1 WALL 21.50' LT
10 + 59.9 2 ---- ..b� .��' .,...� �A . o-2.a. .0 p 4 w .,� .4 o.ow _
It
1-4CUR5 LINE OF 590GE 405113 t CURB LINE OF 590GE 405113
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P-1
OAKE50ALE AVE 5W � fJf`f �` �
PLAN
0 10. 20
SCALE IN FEET
lei'-O" C.I.P. CONCRETE CANTILEVER RETAINING WALL
4 SPA. 0 301-011 = 1201-011
On o0
+ 1 405 tq
0+ E 405 LINE I LINE
+
< <
TOP OF RETAINING EXPAN31ON JT. WIPVC
WALL ELEV. 17.50 WATE95TOP (TYP.)
Lo C)
n TOP OF EX15TING
5OX CULVERT CON5TRUCTIO JOIN Lu
.1. 5EE NOTE
EL. 9.70 FINISHED GRADE 0
WALL CONTROL LINE EL. 9 70
A E'L G. 5-0
CON5TKUCTION JOINT
REF ELEV. -10.0 SEE NOTE ** A A A A A A A
T777
BOTTOM OF EXIOTINO 91-0it FTC. BLOCK -OUT SEE NOTE
5OX CULVERT
2 SPA. 0 301-011 = 001-011
M
10' -101t 11,_0„
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GENERAL NOTES:
1. ALL MATERIAL AND WORKMANSHIP SHALL
BE IN ACCORDANCE WITH REQUIKEMENT5
OF THE WASHINGTON STATE OEPARTMENT
OF TKANOPORTATION 3TANOAPL?
5PECIFI CAT ION3 FOR ROAD, 59100E AND
MUNICIPAL CONSTRUCT ION OATEO 2000,
ANO AMENDMENTS.
2.TH13 5TPUCTURE HAS 5EEN OE3167N IN
ACCORDANCE WITH THE REQUIPEMENT3 OF
THE AA5HT0 LRF0 59106E OE516N
5PECIFI CAT IONS 4TH EOITION OATEO
2007 ANO INTERIM',5 THROUGH 2005.
OE15MIC PE516N OF THIO 3TRUCTUKE HAO
BEEN COMPLETE USING AN ACCELERATION
COEFFICIENT OF 0.32 ANO 301L PROFILE
TYPE I/.
3.UNLE55 OTHERWI5E NOTED, THE
CONCRETE COVER MEASURED FROM FACE
OF CONCRETE TO THE FACE OF ANY
REINFORCING ST EEL SHALL 13E, 2
4. ALL CONCRETE SHALL 5E CLA55 4000
UNLE33 OTHERWI5E NOTED.
5.ALL OIMEN310NO ARE HORIZONTAL ANO
VERTICAL UNLE33 OTHEKWI5E SHOWN.
VERIFY LOCATIONS ANO ELEVATIONS OF
59100E NO. 405/13 SHAFTS. FEILI?
AOJU5T WALL TO MAINTAIN 311 MINIMUM
CLEARANCE 5ETWEEN 5910GE 5HAFT3
ANO RETAINO WALL.
N, N, -y- -vl -v- -v- -v- -y- -v- -y-
NO C'ONTINUOU3 KEE3AR THROUGH JOINT.
NO WATER 5T OP IN JOINT OF FOOTING.
SEE SHEET RWO FOR DETAIL OF
CONCRETE PAP TO 5E PLACEO UNOEK
JOINT OF FOOTING.
-A, & A A A, A -k A A A A A A A A A A A A
TOP OF EXISTING
RETAINING WALL
(TO REMAIN)
ORAOE 0 IN510E
L307-7-OM OF RETAINING CURB LINE & PROP03EO
WALL SLAB EL. 5.40 FIN13HEI? GROUND 0
WALL CONTROL LINE