HomeMy WebLinkAboutR-438115T
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T DIETERICH POST OF WASHINGTON
1
tEX►ST.
I� GROUND
1 I
FOR SPACING G' 0. C.
,I ,c I CIO%Z"x%4"x10 EXIST, GROUND ALONG
GENERAL NOTE: BACK of WALL
I. TIMBER SHALL BE DOUGLAS FIR, DENSE, ; . d°° - ` - - - - �I _ _ _
CONSTRUCTION GRADE , AND SHALL BE 5 $o 1 • @ -j - - - - - �i -_ - - - -- - - - _
PENTA CHLORO PHENOL PRF-SSURE TREATED
BY THE EMPTY CELL PROCESS WITH A MIN. goo J
i �° S
NET RETENTION 0.5 LBS. PER CUBIC FOOT TRUCTURAL STEEL PILES
Hp ID X 42 SET
OF THE DRY SALT. o o 0
2. STRUCTURAL STEEL_ SHALL CONFORM TO ��� ° 8"1C RANDOM RDl]GN CUT TIMBERS
A.S. - " " A 5 �,' °00 / PHENOL TREATED
T M. A 36, GRADE A . ALL EXPOSED a�P°rne
SURFACES SHALL BE FREE OF CONTAMINATION �o°teeo� I ��-
AND SHALL BE PROTECTED DURING POURING . 98000 -
OF CONCRETE ANCHORS n° n°�
11
II
3. CEMENT CONCRETE SHALL BE CLASS "C" c e��o -
MIx ( f'c = 2,3oo P S.I.)
jl
FIELD CUT TIMBERS ' n o3 CEMENT CONCRETE SIDEWALK
4. F T MBERS SHALL BE TREATED o O nea
M
WITH AN APPROVED WOOD - s
N e m •: o; Q,� ¢,;. a; ax.• • _„�-ut .
PRESERVATIVE - z
: o ,�..•��•
S• PAYMENT 15 PER SQ.YD, OF FACE. o _ GRAVEL BACKFILL FOR DRAW I2''
SEE ATTACHED SPEC. FOR " TIMBER -
RETAINING WALL" ►t, �'L '_A'' v }'
I h,
MIN
6"OUNDERDRAIN PIPE W/MIN. 0.5% To INSURE FLOW ^. I� II hIII, MIN,
jl � LII, 24"0 BDRED AUGER HOLE ,r'' ii' 0A
Lo
A 1
ANCHOR PILE IN CEMENT CONCRETE CL. "C" ct [
I L A`
V
A A A
TIMBER RETAINING WALL
FROM STA. 70+60i4' TO STA. 73+00"AN ON li,
l _0
CHAIN -LINK FENCE TYPE NO, 6 - 240
FENCE POST SPACING - 6' 0. C. (AT E�
PILE LOCATION) FOR TIMBER WALL
=x I
I
� b
P . C L."C„
BEM T CONC'
TIMBER WALL PI
QUANTITY CHANGES
I, DELETE REINF CONC. RETAINING WALL FROM STA.70+60"A" TO STA.73+00"A", ON LT.
GRAVEL BACKFILL FOR DRAIN
-150 CU.YDS.
UNDERDRAIN PIPE 6" DIA.
-238 LIN.FT.
DRAIN PIPE 6" DIA .
-20 UN. FT.
%
STRUCTURE EXCAVATION CL."A" INCL, HAUL
-1,41 6 CU.`(DS,
SHORING AND CRIBBING CL."A"
- 4,11 (o SQ.FT. C LUM SUM)
GRAVEL BACKFILL FOR WALL
- 630 CU.YD5•
STEEL REINFORCING BAR. FOR WALL.
-24,4G3 LBS.
CONCRETE CL." B" FOR WALL
- .311 CU.YD5,
CHAIN --LINK !FENCE TYPE 6
-- 240 LIN. FT.
ADDITIONAL
QUANTITIES
U CONSTRUCT' IIMBER RETAINING WALL
FROM STA. Z0+60"A" 70 5TA.73400'iA") ON LT.
+1 CU.YDS,
GRAVEL BACKFILL FOR DRAIN
+ Ito CU.YD5.
D
UNDERDRAIN PIPE G" DIA.
+ 240 LIN.FT,
0
DRAIN PIPE 6"DIA,
t1-7 LIN,FT.
O
CHAIN-1-INK FENCE TYPE 6
+ 240 LIN.FT.
+20 5Q.`fE5. TIMBER RETAINING WALL (FACE)
+ ZA-0 SQ.YD5.
TIMBER I E
CHAIN -LINK
)
FENCE
FABRIC
- CHAIN -LINK FENCE TYPE NO. 6
P05T
FENCE POST SPACING - 6'O.C•
(@ EACH PILE LOCATION) FOR
EXIST. TIMBER WRLL ~ V4 V?
CHAIN-LIWK FABRIC SHALL GROUND
BE MIN. 31/ BELOW TOP
OF WOOD RETAINING WALL I I 2
E CE FOR TIMBER MALL D TAI L STRUCTURE STEEL- '�
CHAIN- INK F N + \ HP I0X42
F M STA.T0+6Q A TO STA. 73+00 AM ON LT. 4'
Y2l � r 3
2 x 2 X 6
2` �, VARIES
SEE. REVISION ON THIS SHEET °p (�2'To 2'' -4:'- NOTE,
cv 4 r- o 6" THOROUGHLY CLEAN
8-0
2 / 2 0/ $7 g W . - e ;o.° WELDED CONNECTIONS
CONST. ASPH. LINE. DITCH TO
DRAIN WATER TO C.B. 4 WARP
ASPH. AROUND C.B.
TYPICAL I
EXIST GRauND ALONG ABACK OF WALL
Sc�a•A`G
I �
Tr-
z -
3 3AgKFILL
SEE NOTE,ON THIS SHEET
TOP OF SI. FWAi l� ALONG FACE OF WR 1`
413.0 6'' UNDI'llIDPAIN PIPE
-TO+SO"A"
Ll
I10.2. 1
409,0
4 08.5LLL
NOTE = .407.2
111
L TIMBER WALLSHALL BE BACKFILLED TO 3' ABOVE THE TOP OF 51DEWALK
( FROM STA. 70+60''A" TO STA. 72+86 "A") AND TO THE EXIST. GROUND
ALONG BACK OF WALL, (FROM 5TA.72+88"A"T0 STA.73+0014", SEE WALL
PROFILE ON THIS SHEET) PRIOR TO THE CONSTRUCTION OF CEMENT
CONC. SIDEWALK
2. AFTER THE CONSTRUCTION OF SIDEWALK, THE STEEL PILE EXTENSIONS
AND INSTALLATION OF THE ANGLES SHALL BE COMPLETED BEFORE
BACKFILL
1 6O.IA„ i TO„A" � 80„AI,
�� ! II ii II III III �I
-17
•0<01 .4-045
402.5
401.5
xo : °• -- t F I ELD GALVAN 12E
i To
oWITH TWO (2) COAT5 Of
2VARIESon FORMULA A-9-13(AS
�q i8"C� 6'� I PER STATE STD.
/q 2 8-12.3 C1) E., PAR ��23�
GRAVEL BACKFILL°e feoEVISION-TimER WALL DETAI
FOR DRAIN ( FROM STA . 71 +62 A TO STA. 72 +64 ON LT.)
BEGIN TIMBER WALL REVISION REVISION -CHAIN -LINK FENCE FOR TIMBER WALL DETAIL
STA.-71+62"A" j (FROM STA.?0+60"A" r STA.13+oo" °,ONLt)"A
2 ,5 21 0--_ ' Z 1421.5 ' 421.5 _ 421.5 421.5 i ZC g 40910
---- ------ --- _-- - -- _ �6vwc
Ao&. 3
t
2�X 2!12 x-YES
9-TYPICAL of AA
71+97'A" END 6'UNDERDRAIN PI E 4 I
BEGIN 6"o DRAIN PIPE TO C. B. ! ? LIN. FT -CIO
RDRAIN PIPE DRAW1 PIPE
_.�
.Q0"A" `II j Oo"A" f 10"A" 420"A" +30"A" 4.40"A" tSo"kA t70,1A„ t•SO"A"
+ 1
I 4I9,5 I I 420.5 I 420.0 '
0 I 19.5 419.4 I EXl57 GROUND ALONG BACK OF WALL.
4 _ L _416.0 IT. �1-I£�•5 �17.5 END 71 MBER WALL REVISION
I - 411.0 416.5 41 6, 5 r STA. 72 + 64 A
r �6' 6' --___ 416.0 24►5
6`_ ,�` ,0415.51
414.5
7amw
BEGIN (SECOND)-- ' - -tLct413.5
bPI�ENDERDRAIN ` - - --- - - - _ ' 4 12.5 I)=X1sT. GROUtin ALONG �3+00"A' EI�dIa x�0 I Afl�`
' SACK OF WALL
- - - -- _ 5 - 11.0 I lip"0 IINDEdDRAIh! Z,� � GRP�� FR�?,PI IPE, 4. BEGIN 3 �,r „ 5
TOP OF 1 DEIFlAL y J6" o DRAIN PIPE C.$' AOG• 0� � ��ti`G�
3' BVKFILL Q-�- - TO C. B.
4p2• �a
K A NG FACE OF I ALL - -
'- 6"o UN RDRAIN PIPE SEE NOTE
ON THIS 5
SHEET CONST. A5PH. LINE DITCH TO
-��- DRAIN TO ;.5. 4- WARP ASPH,
AROUND C. B.
I I '
•400.5
72+Oo"A•'
+10"A"
1
402.0 I I I r �10 LIN. --T;--6V; -
1I I I I I I I I j I I 1 I l I DRAIN AIPE
400.5Lffl i I I 400.5 I 400.S i 401,0 , I I
400.0 I I 40D.0 I I 73f ao„A"
t " +20"A" t30"A" t4o'A" SD"F�" t 6D"Ar' 470"A1� +8o"A''
� /8? T1M6EIZ. WALL REVISION
0I 6 WALL REVISION (.ADDITIONAL SHEET 7A)
DATE REVISION
401.0 w
J, 9 0 "A"
I
400.5
i 2+ 0 0 "A"
Plat of Record
CALL 48 HOURS
Wte 4 /'4 l'3 I n it. -&,c. BEFORE YOU DIG
4 / i `l°3 �' �' 1-800-424-5555
KING JUNTY DEPT. OF PUBLIC WORKS
DONALD J. LABELLE, D I R E C T O R
P'_TROV ITSKY FLOP D- PHASE n
120th AVE_ SE TO I40th AVE, SE.
SURVEY No -Z9 - 3.= �5 COUNTY ROAD PROJECT No. TOp! 82
SHEET 7A OF 444" SHEETS ���''d�>r� r^�
RJR INCH- FT VER INCH- FT
r
MAINTENANCE DIVISION No. B. tJ, AL Jj
B.W. APP■OVID AT o11111111w 2 IS HAF-V COUN1 OAD ENGINE•`R
8Y
- - R-438115 - 3-C 178a-F L