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W
2 2'
PIT RUN -AS REQ'D-`-
___ 4" CRUSHED ROCK—
```~ -- - EX. GROUND LINE
CEM. CONC. SIDEWALK - 411 THICK----
CEM. CONC. CURB � GUTTER
DO NOT SCALE
G o
NOTE _
RE -BAR: 3/g — I2" O.C. j
ALTERNATE VERT. BARS w
J
MAY BE CUT AT %2 H
WEEP HOLES — 5' CNTR
60`
-_ 4 UKUbMtU KOOK
TYPICAL GROSS -SECTION
N.E. 121h ST. TO N.E. 2 7 Lh ST.
CEM. CONC. SIDEWALK- 4" THICK �
4" CRUSHEDi ROCK -r
------- FILTER BLANKET M AT'i — 6 ° MIN.
PIT RUN
5
2'
EX. GROUND LINE
I
-BORROW
_--
EX. GROUND
r�
1l
RETAINING WALL
STA. 2 + 00 to STA.
A-^. nvrI I. VV IIV. v v IN 1
s _
- r�OCK 2
-�Ts6" PIT RUN EX. GROUND LINE
'`---CEM. CONC. SIDEWALK - 4" THICK
---CEM. CONC. CURB a< GUTTER
`2" MAN ROCKS-------
2/3 BURIED (TYPICAL)
PLANTED SLOPE DETAIL
APPROX. APPROX. APPROX.
3.5� 4.0� 3.5'
EX. GROUND LINE-
TYPICAL
EXCAVATION /
TWO MAN ROCKS �`-'
3 POINT BEARING- / �
j EACH STONE
5� � 6' � NATIVE
--- \ SOIL
7-7
4+25-* LEFT.
30'
R/
w
EASEMENT
TYPICAL CROSS-SECTION
SUNSET BLVD. NF TO r;.E.izLh sr °STEP' ROCKERY D E T A I L
STA. 2+00 to STA. 2+50� RIGHT
LLJ
tr
FILTER BLANKET MATERIAL-6 Il MIN.
a
flNAL
CITY OF RE NTON
ENGINEERING DEPARTMENT`
E DEMON DS AVENUE NE
STREET IMPROVEMENT
.IEf.......... EOM/4Mt D� g090Y. {4�-1f}
4
APPROX. STA -TO BE DETERMINED IN FIELD.
NO.
REVISION
DESIGNED DATE-_-_-._________ FILE NO.___
DRAWN - GEC
`T C3 . Cz ,� SCAL_E_._NONE T FIELD BOOK__.�PAGE--
CHECKED.. _
BY i APPR. DATE APPROVED__ �LI SHEET v OF_32-
P.SaT rITV Fur,ucF.i