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0 00
000
TOP V 1 EW
10'- O" (MAX.
(SEE NO-7E 1)
FRONT VIEW
1" = I'-o"
8
INSTALL 87Z.50' OF 4.S' HIGH CONCRETE
WALL. BACK OF WALK PER SPECS.
MAIN AVE. 50.
--r
—Jl.---i--------1L--T_�—J.0-----.--- LL
h
8• �'1•s I $" SAN.
ST.
l9
_1
SEE ANCHOR CONNECTION DETAIL
I
THIS VOID FOR FORK
LIFT AND/OR CRANE
HANDLING.
z'
ms
1,-G„
15'
1. PROPORTION THE DISTANCES SETWEEN THE EXISTING STREET
LITES AND CATCH BASIN AND MAKE EACH WALL. SECTION
T HF_ SAME LENGTH AS REQUIRED To FIT THE DISTANCE.
NOT E : WALL. SECTIONS SHALL._ NOT EXCEED TEN (10) FEET
IN LENGTH.
Z. CAST WAL- -. sEGT10NS WITHOUT GROovES ON THE ENDS
WHERE. THEY WOULD SE VISIBLE, SUCH AS STREET LITE
LOCATIONS , END OF WALL, E_-FC. ALSO AT TIME OF CASTING
INSTALL_ A 5/8" GALV. EYE BOLT IB" FROM THE TOP fq�_ END AT I HE
AFOREMENTIONED L_OCA-C"IONS FOR At\1CHORING PURPOSES.
ANCHOR
CONNECTION DETAIL
E N D �/ 1 EW ,�Z,I = Its
1" = 11- O"
NO.
REVISION
=YE BOLT ` // NUT
-MIN. J" LONG.
r REINL=oc�cED
T E WA L. L .
4 8" X 4" ,c 1 3/4' GA LV. STEEL.
CHANNEL -SEE Da-rAI L
ATE : PLACE GROUT IN VOID
ETWEE.N WALL SECTIONS
=TER ANCHOR 1S INSTALLED
.0
r 2
00
I-
45"X4"x 13/4' GAL\/. STEEL CHANNEL
DR ILL S - "/c;' HOLES PER EACH
83 CHANNELS REQUIRED
I" = I `-O"
CITY OF RENTON
ENGINEERING DEPARTMENT
REINFORCED CONCRETE WALL.
MAIN AVE.. S0.
50. G RADY WAY To SO. 4'"" ST.
DESIGNED s•,o.• P 8 - 4 -T 1
DATE FILE NO.
DRAWN B.A.P.
SCALE AS SHOWN FIELD BOOK PAGE —
CHECKED
BY APPR. DATE APPROVED i SHEET 1 OF 2._
CITY ENGINEER
r
OIETERICN-POST COMPANY 500 1000" 02-69)