HomeMy WebLinkAboutTED4001825.16TYPE 'G,' WALL_
TYPE 'P' WALL
FUTLJIZE P-1 CPAhINL-L
TYPE 'R=' WALL
TYPE ' H' WALL
TYPE 'F' WALL
FUTURE ,
0
EXST
% GI-IANNEL
CULVE_:-1tT �O
0
b '
CHAIN LINK
FENGE., TYKE 4
Ton OV` GJALL
Q 2LJ
O PJOX �ULV�ZT
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(f5Y OTHERs)
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FENCE , TYPE 4
EL 14, 00 8E.HINC) WALL
if
PRoVIot5 SWELL SE,�L
TYPE 2-SEAL AS MANUFA-_ ------
TUp_r--o 5Y de neef ame�ica, I ------------
Inc/ ST, LOU19, M11 0/2 L1_=gZ_1AL.,
,BET ILEN P-1 CHANNEL WALL
LX/ST/NG PDX GL/LVERT WALL•
/INSTALL PE fZ MFIZ'S R�coNl -
MENDAT/Offs . SL/45 DF FUTJRE
-RoCHrVNEL
UCLV,671eT i
�INISNEb GF�AbE
� � REHIN,b WALL
yy c9 �, ,� v TY I
C ��77
llllll=11 Ill=lus l(.1-NI=1'1 Q =
Z 1
L7>07 OP FT G
EL -3.00 C�USI-IEO SUSKFAGIN(�7
TRANSI T I oN I,JA L L
CoNT�iCToK bESIGN BASE coUr�SE
sNOIzING zNOI AS Fzb T Y P
7b ELIMINATE Loss or
FON MATL AN0 ELEVATION — NORTHEAST P—I RETAINING WALL
�3 U!=PO1�T Foil E xsT
60>C CULVEI•ZT SCALE: 3/ 16" = 1'-0"
CHAIN LINK FENCE, TYPE 4. EM5ED
TYPE 4 FENCE POST 1' -G" INTO
TOP OF WALL. SPACING OF POSTS A4ATCH ELEVi9T/O!V
AS R EQD PER, STD PLANS, SECURE I i OF FUT!_/R� BOX
DURING PLACING CUNC TU KEEP —__ i CULV�5R
POSTS PLUM5, i F'ROV/OE
1' 12` 1�2 " OFFSET 9 "PLfl ST/C /NSA G.Ei9 Vim- / WRL L FUL L
WS STUB OUT TD BE
3�4 " CfIAM�EIZ /MBEDOEO INFUT[JF�'E �/ -/, p WIOTH OF'
EL 14, 00 BOX CULVERT �5LI98, ® BOX CULVEi2T
--- -- -- FOR i/VS OETi9 t L 19PPR0 X O
GRAVEL III-IIIaii Ill I6 = II Illlll=lug t1�1L1 I
50 KRU 1 I �TRf�/V 5l T/O/V
EAKT9)I --ILL / Wi9LL
7G 12" ABOVE EL 8.0 - G MIL PLA5TIG -l•O < /NSTI'FLZ-
LAP 2 -3 MIN, STAGGE/Z
LAPS CHANNEL SNEE-T 1=IJLL ® � ®-1 O `SWE'LL 5EI9L'l
SI bE I HEIGF-I T 01= WALL e JO//VT
G4054'38'
-GCS 12" fSELOW EL 8.0
LAP 2'-0' MIN, STAGGED _ 7 @ 12" N097HE�95T
LAPS LAP 2 511 MIN, 014.0 P-> RET�9//V//VG
ST/�GGEfZ LAPS We91.L
CEP "
Nol�lz � 7 22 3 �' MIN
= --- 7 G 112 ®-/, 0
PAY
��
LAI'' 2 3 M 1 N
LIMITS
2" cLIZ
—HU121Z PAS( LIMITS
rO IR1
ST/,
FoIZ 6T ILL EXCAVATION
2" CLIZ
1
ANO P,5ACIKF/LL
E?CGAVAT ION LEA K L \\
3 ADD'L # 7@ 12" `01Z CUMf51 NE
ANID--
\
15ACKFILL
SPACING OF Grr LAP 2'-3" MIN
TRANSITION WALL — PLAN
+7 C-1 12" LAP 2'-3" MIN,
Cb" PLASTIG
6TAGGLJ1?, LAPS -
GJATEI-STOF, SCALE 3/8" = 1'- 0"
GONT;
3A00L #G @ 12" FOS,
SEE 7
1 c0m 51NE SPACING OF
- 15AIR N
Gil) LAP 2'-v" MIN —
GEOTEXTI LE
- = GJ, L ,�/L t�oUG1I
L____1111(,�R
OVEP,L.AP 5AK M \
3/4FZAl7l L!S ROUNDI=-a SMOOTH
I .
,�u ; uRE ATTACH,^sic", r OF CHANNEL L„', Z�R 8Y d , HERS)'
��-U
x
21-O►r
w
MIN 2 CL1Z
• EL -3 6 00
z-
#1 7@ 72'I — J �� ChueHEb
UN1DEI9,0f;'AfN __� _- - SutzFAcl NG
GEOTEXTILE 6A.5r-_ COURSE
I'AfSr?,IG RETAINING WALL TYPICAL SECTION B
SCALE: 3/8" = 1'- 0"
NOTE:
GUNSTRUCT 10tl JOINTS SHALL IbE LOCATED EVERY 30'-0' O.C.
PIeOV I UE CONTINUOUS G" W IC IE I5Y IG GA, NUT 01 P GALV SHEET
METAL �IATEIq,5T0P AT EAGH CONSThUCTION JOINT. PhUVIIDE
GAI L u SELF -TAPPING SHEET METAL SCREWS 1=olz SECURING
12 LAPS.
Two- fro • <8tl
FERGUSON *9 SONS INC 91 704
LOCATE VEPTI GAL
ExP JT r=ViE�IzY
Coo' SEF_
Tf-I/CKENEO WALL- ---
CHAIN LINK
rENGE, TYPE. 4
TOl of WALL
EL 14%o0
— PIPE NN�TioN
SEE%qTYP 2
/LACES
IN SE /-- 1 WALL
AND I PLACE NE
P- / WALL
�? f30T OF rTG LOGAT� �AS� SLAC3
EL - 3. oc EXP JT EVERY 6O
SEE
TYP l
ELEVATION — SOUTHEAST P—I RETAINING WALL
SCALE: 3/16" = 1'- 0"
#3 NAIIZPI NS e C u
5/4-" CNAMI=EK
#-- 5 e Co " LGJ, EI = _
NII
E L 3. oo
CAST THIS WALL SECTION FIRST
2'-0'' �')
pNANNEL
`9
CULVER7
O
(5Y OTHERS
d
N
i
i
I
PKOVIOE 9" PLASTIC
W S 5TJ5 ouT 70 1�,E
EMBEDDED IN
/-2'U7LIR,r-_ BOX CLILVE9T
itiALL, sEE� I
S/M
/5
0
CI�uSNEb SU1Zt=AGI Nb �
r3As� cou IzzE
I
L
MATGH ELEVATION
EXTEND WALL 1" CLR 1'-6" 3/" SEE DETAIL BELOW
FUTURE HORIZ REINF MIN 2�� CLR TO �" CHAMFER, TYP
TO 2 CLR V ERT BAR, I NT ER IOR OR EXTERIOR
6N � P-1 Cl-1ANNEL
130�1 CULVefiT AT JOINT TYP FACE OF WALL
2-#3 BARS
ui
0 EACH SET J Z
911 PLAe7-1G 1JS, SEE PLAN TIE
DOWELS
TIE TO
VERTS z
3/4" PJF, T Ole GJs, 1" ID x 2" PLASTIC 9"x%" PLASTIC WATERSTOP, BOND
FOtz" BASE SLAB E-> rp JT EXP CAP W/ 1" STYROFOAM TO 9" WATERSTOP IN BASE SLAB
soy SEE BETWEEN DOWEL AND END OMIT 4JS AT TYP E A, 15, C � 0
CRUSHED z OF CAP, TAPE TO BAR FOR WALL FOIE IJS DETAIL
SURFACING WATERTIGHT SEAL SEE
8AS� COURSE_,-, --G" PLASTIC WS, SF.E % 11-211
PROVIDE 1-#3 BAR 3/ " PREMOLDED JOINT FILLER EA
DOWEL AT EACH SIDE OF 2" ABOVE AND 2" BELOW EACH HE SIDE OF WS, BITUMINOUS W/ 8d
TRANSITION WALL — SECTION A JOINT, BEND AND I E TOTOUTSIDE NAILS ® Coy' OC EMBEDDED
SCALE: 3/8" = 1'- 0"
ROUND EDGE WITH
SHORT RADIUS TOOL
JI STOP SLAB
15 REINF AT
JOINT, TYP _p
BAR LISTS
WALL
TY 1� E
J j pbAK L
13AK M
tAK N
F
31_v"
181-On
# 9 @ Co'I -�L
# 7 °' Coll
1*7@ 1211
G
3'-v11
15' -v"
7 @ 1211
48 e 1211
*7 @ 12"
A LT N W/
J
=
1=o1, G"
�t
�L SPACE
H
21-011 14'-0" *7 e.011 1L #�Co @G"
7G GII
�_Q9
2 LAYERS OF 30#
ROOFING FELT —
12 "x 6" UNRE I NF
CONC PAD
OF V ERT BARS AND TO WITHIN 1 N CONCRETE, ONE SIDE
3/" OF WATERSTOP (P, FIELD LOCATE 7" bIA, ,( _5`0" COATEb STEEL
AS REQD TO MISS WATERSTOP f5A,1-',' 00 JELS, AS TM A 3G)
911 >e 5/6" x CON7 PLASTIC LOCATE @ 1'-0" MAX FROM T,� 6
GJATEP,STOP 50N O TO OF WALL ANO @ 2'-0" MAX
2 CLR TO VERT & SPACING, AL/GN ANO TIE
OMIT /N
MI-ecTIS AT TYPE
Ws. TYP, HORIZ WALL BAR PLACE TO I INF, COATING
OMIT GJYKE A,�3,C,IJ SHALL CONS/ST OF 100%
2" CL I� SEE WALLS , Fo/e I,JS bETAIL 2" CLR SOL IOS, THERMOSET T/NG
7 TO VERT FUSION bONbED, 01"zY POlJbetz
BAR Epoxy oR pvLYuIIETHANE fZESIN,
7 MOPT. SUI4zt=AGE f'REPAl2A7IUhl
• v V Q PER COATING NIANC.II�
m N 3/ " CLR e
BETWEEN DIMENSION
•
#3 BAR VARIES WITH
o. ° _ & WS - WALL WIDTH
' 3/ " PREMOLDED EXPANSION 1 " D I A DOWEL
JOINT FILLER (BITUMINOUS �
PN �HORIZ REINF
TYPE). FASTEN WITH 8d .•'• "�y�Nc;•.
COMMON NAILS 0 co " OC, BAR, TYP
EMBEDDED IN CONCRETE y DETAIL Raw 1190)514
T e 5 OF CJ.S. '
•:�fCl STE���'
Ss�oNi►���'� VERTICAL EXPANSION JOINT 1
BASE SLAB EXPANSION JOINT 2 AS I T NTS 15, IG
NTS
ATTACHMENT C
CHANGE ORDER NO. 8
PROJECT NO. SEA21810.1<2
MARCH 2,1989 VERIFY SCALES
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 ill
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
RECORD DRAWINGS SCHEDULE C
Revisions Drawn by �" �• 5Pk R L i d 6 Date 4- IS- si CITY OF R E N T O N
;lip .p`* ► THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ONI DEPARTMENT OF PUBLIC WORKS
' THE BASIS OF INFORMATION COMPILED BY OTHERS. THEY ARE
`. NOT INTENDED TO REPRESENT IN DETAIL THE EXACT LOCATION, P-1 CHANNEL RETAINING WALLS
TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION. THE
° R ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR ELEVATION AND JECTIt'3iv
OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE
.f�. RECORD DRAWINGS. OAKESDALE AVENUE SW
P p,
• DESIGNED L DATE MAIZ. 2, i988 FILE NO.
0 �L-CORD DRAWINC-T MGs ! C,- I5--89 DRAWN 1'N , I
(�/HI� I FxTEIYl7 P l w�LLs,cHG.PLf1N 3 KsN 3- z-89 CHECKED UN SCALEA� S�oWFIELD sooK PwGE __
NO. REVISION BY I APPR. DATE APPROVED C�� , 7 SHEET 154 �OF_35 —
DIRECTOR OF PUBLAC WORKS
SCANNEQ MAR 18 2003/6 - 2 — / y__.