HomeMy WebLinkAboutTED4001250.1EXIST. BANK. (VARIES IN HEIGHT
DISTANCE FROM NEW WALL..)
r-BANK RUN GRAVEL
Ih
5/8" GAL-.\/. TURN—
BUCKLE w/HOOK EACH
END V,- L-OCK NUTS. —
CINCH BY HAND
UNTIL_ TIGHT.
3/4" GA LV. EYE BOLT
LENGTH TO VARY.
ROCK OR SOIL
ANCHOR (SEE SPECS.)
POLYETHYLENE —Z
PLASTIC FILM
Z"MIN. WASHED
GRAVEL
S/a" GAL\/. EYE. BOLT (SEE DETAIL.)
FILL AREA BETWEEN BACK OF NEW WALL f-,- EXIST.
BANK WITH Z."(MIN.) WASHED GRAVEL. TO ONE (i) FOOT
ABOVE THE WEEP HOL-E.S; COVER GRAVEL WITH FOUR
(4) MILL POLYETHYLENE FILM,- AND THEN FILL THE
REMAINING AREA WITH BANK RUN GRAVEL CLASS "B" TO
WITHIN 3" OF THE TOP OF THE WALL .
NEW CONCRETE WALL
TO PREVENT PLUGGING PLACE WIRE SCREEN
OVER END OF WEEP HOLES PER SPECS.
GROUT AREA BETWEEN BACK OF EXIST. WALK
NEW WALL WITH CEMENT . SLOPE TOWARD
STREET' TO AVOID WATER POCKETS.
EXIST. CONC. WALK
Z % ± --s
., e 7.
.n• lam.O.
BRACE SPACER PANEL. AGAINST CONCRETE
WAL.1--- AND THEN FILL AREA BEHIND 1T
PER TYPICAL- INSTALLATION DETAIL.
GROUT GROSS -HATCHED AREA WITH
CEMENT. SLOPE TOWARD STREET.
TO ASSURE A FIRM AREA FOR BLOCKING
UP THE SPACER PANEL WIC.)E.N FOOTING
SIX(rc) INCHES AT THESE LOCATIONS.
NEW CONCRETE. SPACER PANEL. ADJUST HEIGHT
TO MA-rCH TOP of CONCRETE WAL-.
NEW CONCRETE WALL
-� (SEE NOTES I-Z
`- BACK OF EXIST CONC. WALK
EXIST. STREET LITE STANDARD
DETAILS AT STREET LITE_ LOCATIONS
NO SCALE
NEW CONC. SPACER PANEL
EXTRA FOOTING FOR
BLOCKING UP PANEL
NEW CONC RET E. WALL
(SEE NOTES 1 Z )
A
III . A III EXACT DEPTH OF FOOTING TO BE DETERMINED I i
PRIOR TO CONSTRUCTION e SHALL. NOT EXCEED I
SIX INCH E (�"� IN DEPTH. z L J
la" WIDE x r1c," THICK A CONTINUOUS POUR
RE►Nt='ORCED CONCRETE. FOOTING.
TYPICAL I NSTAL.L. AT I O N DETAIL -
No SCALE
Z4"
USE #`4 DEFORM EC
BAR OR APPROV �.
PER 1&PEC11=ICA7rIONS.
Z4"
FRONT VIEW
I" = I'-O,l
z.4 "
1 8"
REINFORCING BAR LOCATION DETAILS
OIETERICH•POST COMPANY E00 100014 (19.69)
SE E
N OT E. Z
USE OLYMPIG FOUNDARY J
-v1 S IB DRAIN GRATING OR
EQUAL. A
P L t1N\ N VIEW
END VIEW
CONCRETE SPACER PANEL
EXIST. CATCH BASIN
REVISE CONCRETE -
COVE-R.(PERFORATE °,' NEW CONCRETE WALL
GROUT WITH CEMENT
� SLOPE TOWARD GRAT
G
GROUT ° EXIST. CONC. WALK
d .
.a
-1 MINIM
1 0'
// /
-- -- ..
..•.
Diu ���� �a
CONC. FOOTING
BACK OF EXIST.
°•-
f
CONCRETE WALK.
SECTION A —A
CATCH BASIN REVISION DETAIL -
No SCALE
FRONT VIEW
111 � 1 I_ O11
n
FACE OF SPACER PANEL TO BE
EXPOSED AGGREGATE OF WASHED
GRAVEL PER SPECS. 8, MUST MATCH
AGGREGATE ON CONCRETE WALL.
END V 1 EW
CONCRETE SPACER PANEL
[Mel
REVISION
USE *.q- DEFORMED REINFORCING
BAR OR APPROVED EQUAL PEFR
SPE C IF ICAT1 ONS.
BY IAPPR.DATE
CITY OF RENTON
ENGINEERING DEPARTMENT
RE.INPORCE.D CONCRETE WALL_
MAIN AVE. SO.
SO. GRADY WAY -ro SO. 4 Tt! ST.
DESIGNED B.A. P. 8 - 4 --7 I
DATE_ FILE NO,
DRAWN B'A•P
AS SHOWN
CHECKED SCALE FIELD 6o6K PAGE
APPROVED SHEET Z OF
CITY ENGINEER
Or