HomeMy WebLinkAboutTED4001480.33H
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EQUATION
45+�97 2--7�BK. EDMONDS
= 23+3993 BK. N.E. 27th
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ji/AEBERDEEN
AVE. N.E.
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— 10+8419
DIETERICH-PO®T COMPANY SOO 10100M (12-E9)
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40+366
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EASEMENT LINE
1 5-1 BATTER
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NATIVE SOIL I '
4.5'
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8" MIN. THICKNESS
SHOULDER BALLAST I= QI
BACKFILL , ! >
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2-3 MAN ROCKS (AS REQ'D.) �)
3 POINT BEARING I
12 max.
ROCK RETAINING WALL - CUT SECTION
ITEMS I, 2 � 7
--- 50
NO SCALE
NOTE: ALL MATERIAL I" X I" HOLLOW SQUARE STEEL TUBING
EXCEPT TOP RAIL I"X 2" HOLLOW RECTANGULAR STEEL
TUBING I/e" THICK MIN. OR APPROVED EQUAL,
STEEL PIPE HANDRAIL DETAIL
ITEM 14
— 11+4445
12+1315
VICINITY MAP & JOB LOCATIONS
SCALE I" = 200'
NOTES
ITEM # I IS TO BE INCLUDED IN BID, BUT NO WORK
WILL BE STARTED WITHOUT PRIOR WRITTEN APPROVAL
OF THE CITY ENGINEER -ITEM MAY BE DELETED.
LIMITS OF NEW ROCKERY WORK WILL BE STAKED
IN THE FIELD.
STATIONS DESCRIBING EXISTING ROCKERIES ARE
ONLY APPROXIMATE.
16 GA. GALV.
STEEL SLEEVE
TEGUL MINERALEAD \ L"
OR EQUAL 11 GROUT
EX. SIDEWALK
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Max.
3"
11
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DETAIL I B I
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EQUATION
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ITEM
DESCRIPTION
1.
Install 285 face sq.
yds. Rock Retaining Wall from Sta. 0+47.67
(Rt. 35') to Sta. 3+04.29 (Rt. 35') with Driveway Returns for 12'
wide Driveway at Sta. 2+30.
2.
T nstal l 42 face s^
,.
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yu,. I\Vl(\ I\cI- IrrIrry" vdal 1 from Sta. 5+15 (Rt. 35')
to Sta. 6+05 (Rt. 35') and on N.E. 12th St. from Sta. 0+35 (Rt. 35')
to Sta. 0+70 (Rt. 35') to match existing rockery at Sta. 5+15.
3.
Grout and chink, as
necessary, 94 face sq. yds. existing rockery
from Sta. 1+30 (Lt.
30') on H.E. 12th St. to Sta. 2+45 (Rt. 30')
Edmonds Ave. !!.E.
4.
Grout and chink, as
necessary, 98 face sq. yds. existing rockery from
Sta. 5+70 (Rt. 30')
to Sta. 7+75 (Rt. 30').
5.
Grout and chink, as
necessary, 16 face sq. yds. existing rockery from
Sta. 16+50 (Rt. 30')
to Sta. 17+20 (Rt. 30').
6.
Grout and chink, as
necessary, 41 face sqyds. existing rockery from
Sta. 32+26 (Lt. 30')
to Sta. 33+25 (Lt. 30').
7.
Install 16 face sq.
yds. rockery from Sta. 40+60 (Rt. 30') to Sta.
41+56 (Rt. 30').
8.
Grout and chink, as
necessary, 51 face sq. yds. existing rockery from
Sta. 42+70 (Rt. 30')
to Sta. 44+10 (Rt. 30').
9.
Grout and chink, as
necessary, 23 face sq. yds. existing rockery from
Sta. 42+60 (Lt. 30')
to Sta. 43+30 (Lt. 30').
10.
Grout and chink, as
necessary, 60 face sq. yds. existing rockery from
Sta. 12+00 (Lt. 30')
on N.E. 27th St. west to corner thence 50' PJorth
on Aberdeen Ave. N.E.
to driveway.
11.
Grout and chink, as
necessary, 128 face sq. yds. existing rockery from
Sta. 9+00 (Lt. 30')
on N.E. 27th St. east to corner thence 30' north on
Aberdeen Ave. N.E.
12.
Grout and chink, as
necessary, 60 face sq. yds. existing rockery
from Sta. 9+20 (Lt.
30') west to driveway thence around to steps.
13.
Grout and chink, as
necessary, 27 face sq. yds. existing rockery from
Sta. 7+75 (Lt. 30')
to Sta. 8+25 (Lt. 30') and 17 face sq. yds. exist-
ing rockery from Sta.
6+50 (Lt. 30') to Sta. 7+20 (Lt. 30').
14.
Install 40 lin. feet
of 36" high 2" gay. pipe hand railing from
Sta. 5+19 (Rt. 30')
to Sta. 5+59 (Rt. 30'). -
CLASS 'C' CONCRETE -LOW SLUMP
USE UNDER WALK FOR BOND TO ROCK.
EX. ROCKERY
M
REVISION
CITY OF RENTON
wASH,'c�G�,'z�
ENGINEERING DEPARTMENT
EDMONDS AVE. N.E.
-O , 9399 t1< a N.E. 27th ST.
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ROCK RETAINING WALLS
DESIGNED R.E.JENSEN DATE 3 - 31 - 72 ,_ FILE NO.-_ ---..__
DRAWN R. E . J.
SCALE AS SHOWN- FIELD soon PAGE_.
CHECKED
BY APPR. DATE APPROVED=%s'SHEET !-OF i
6//►► CITY PNGINEER l�.