HomeMy WebLinkAboutTED4001438.14PRO]
WATE
w
M
I-
u
5t'- 5" OUT TO OUT
1
R SIMILAR
EXEPTAS 35
35 NOTED SYMMETRY E50Y CULVERT
P- I CHAWNEL C FUTURE )
' 1
�I
� S.W. 43RD STREET [ +0PO5ED] i
S.W 43RDSTREET (EXI 1T INQ IT —
I it
II
mi
35
35
PLAN
SCALE: t"= 10' O"
pJG
� f103 .
'
ECT
.
a'
' -'
PROJ.
FOF
C-TyP]
SEF
PROJECT
WATERSTOF
I-- --
BANK RUN CL "5" GRAVEL
bEDDING -12" MIMMUMLI
I
vA
V A
0
P
.Q 6
r'
A
I Ilil��ll 1111E � � �
UNDISTURBED EARTH
NOTE �" WATERSTOP TOPO BOTTOM AJ END
WALLco ONLY.
SECTION B
SCALE. 1/2"= t'-0" 35
REINFORCI G,
SECTION/AN
I
589`43'3t"E
S8W 48'45" E
FUTURE TOP
SL 5 EXTENSION
a�
:a
PROP j.
C�P7
FUTURE BOTTOM
SLAB EXTENSIONIMP
----- ----------------
-- o
BANK RUN CL" B" GRAVEL •��° •'°J`
BEDDING - 12"MINIMUM �V
k
Hi l3iV
11-
IIII�III TIII I III. r�II
II11II
UNDISTURBED EARTH
SECTION C
SCALE :1/2"_ t� 0" 35
i
51'- 5" OUT TO OUT
� SYMM ETR`f c
C7
7 @ 10'/2"O.C. 4@ t2"OC. 4- 4 SPACER o w
LONGfTUDINAL,T0P4EOT. 19WSVERSE,TOP t?OT. 6ARS,7RANSVERSE -1 ook
e t
M--I � W u.•t m
CONST KEY CONST. KEY
W C
.;_ END WALLS CTYP) INTERIOR WALLS CNP)
•-
° 6"15ULBTVPE WATERSTOP
ONT TOP4 eUT - END WALLS ONLY
8 i/2'1 toV [Jt-Ott Qtt �n1_Oti �t, � `✓/, 'Y
2CLR. tt/2°CLR. - - L - — - - - Ott - FWi1 Rru'
#
#4@ 18' O.C. I�JRIz,E.F 4 @ 18"O.C. h/2"CLR. o UOO W V a-,02"CLR. CTYPI _ w o0
e,
E.W., E.F NP7 0
#4 @ 10'/2"O.C. [TyP INTERIOR WALLS)
VERT, 0. S. F
7e 10'12"O.0
VERT, I.S.F 5
z
0
o
<9 11Q OE
.� z
10112" O, C. 12"O.C. -4 SPACER -� 6" N
LONGITUDINAL, TOP4 S4T. TRAN5VER5E, TOP 50T. BARS,TRANSVERSE
T-F] ELEV 430
. oJ. eoS ` �•�.`. .- �db bo „udoo •cO U e o.o ` G �o0 00 Jo •9oae oeo
o od � 'Rv y8 w o ys " -eSo38 0 goo oeao $oo"�F' ` °8°g q owe s•9a °d � o o �� , N
ooguo� a4 o 'P ` A Rm °caoo o...g3o� �e uo..dR;" o`�e. e� +�I--� O
I� o a °� �4 III .�,° ea< . Via°l��l I� e-,e�� L oa,- ��J b M �.
II I „ �� IIII IIII IIII�� III I III III II 1W - IIIE 11 111 11IIIk1 I Lid
CL. RAVEL UNDISTURBED EARTH
BANK RUN � G
BEDDING [ 12" MINIMUM] W Memo
SON 01001111
SECTION A ( LONGITUDINAL)
SCALE 1/2 "= 1' 0 " 35 E—
W
CA
—��mc
y � W
loom Lu O a' Cm
W = W 1�
NOTES 1 y ao
1. THE 1980 STATE OF WASHIN(;TON STANDARD SPECIFICATIONS FOR ROAD AND MIDGE CONSTRUCTION y
GOVERNS FOR -THE OONSTRUCTION OF THIS STRUCTURE.
2 ALL CONCRETE SHALL BE CLASS Q, MIM, Dion
3. CONCRETE COVER OVER MAIN REINFORCING BARS SHALL 5E t 2" FOR ALL FACES OF CULVERT
4. REINFORCING STEEL SHALL BE GRADE GO.
S. ALL REINFORCING MARS SHALL BE EF00 COATED PER. SECTION G-02.3C24� H OF THE STANDARD cc
SPECIFICATIONS. •
CAW
t-
z
Y
z
_z
c� I
459 1111:441, 4f
Date
Scale AS SHOwm
Designed PA.K.
Drawn_m�
Checked
Approved
'l.,'O '\'t,r,lher
3 -10BG -1303 -
1�
�:e-�43�d►4 SCANNED MT 2 7 2006
35 o 35