HomeMy WebLinkAboutW-01921CFORMOST 80• l STREET R/W AUSTIN CO-
-
I I
SURCHARGE LEVEL CZ ELE. +22.00
16' 20L 16'
FINAL SUBGRADE G ELE, + I6.00
/ —i° II -' z o-- EMBANKMENT TYPE I
I
X- SECTION
/I I8' FROM STA. 2 +00 TO 11 +78
PHASE I
ARMEX.-GRADE OLDER FILL -EL + 14,09'
0AW/ G'11111\\
F .2 :1 2:1
�/ -- I -- - PIPE INV. + 12\ �1'
OLD FILL \ OLD FILL
d APPROX ORIG: GRADE EL E. +10 00:
I i
I
LINID AVE. S.W.
I
FnwARnS STREET R/W GULF a CITY OF RENTON
LIND AVE-. S.W.
HORIZONTAL SCALE :I0 =10,
VERTICAL SCALE : In= 3'
EMBANKMENT TYPE 2
X °SECTION 25
FROM STA.11 +78 TO 24 +40
PHASE I
SURCHARGE LEVEL ,_CL ELE. +22.00
301 401 - ->I 24 �� -16 —1
-
FIN AL. SUBGRADE CE ELE. +18.00 \
I I
I
PIPE INV.+ 12.00'_D \
\� APP4`nY Cv,er,Li!_ r_Pnne
EMBANKMENT TYPE 3
X- SECTION z5
FROM STA. " +70 TO 38+52,5
PHASE I
R PARK
EMBANKMENT TYPE 4
X —SECTION
FROM STA. 38 +52.49 TO 46 +52.49
PHASE 11;
ULAI:ItK YANK
25
'
- - -101
25'-
SLOPE, CON. a
UTILITY
SLOPE, CON. a ..
_
ACCESS EASEMENT
EASEMENT
ACCESS EASEMENT
S.W. 29th
ST
I I
MOBIL I RN R.R. 80 STREET R/W GOLDEN GRAIN EMBANKMENT DETA I L S
OLYMPIC 3o- EASEMENT
TYPICAL X- SECTIONS
LIND AVE. S.W.
Embankment Construction Notes
1. Clearing and grubbing shall consist of removing logs, brush
and cutting all standing trees at ground. No attempt shall.
be made to remove stumps and existing grass or cattails.
2. Excavation of unsuitable material_ sball be performed as
directed by the Engineer.
3. The embankment will consist of 2 layers. That portion under
the water table and 2' above shall be filter sand and gravel.
That portion more than 21 above the water table shall be bank -
run sand and gravel.
4. Phase I embankment construction must be completed before Phase
II embankment may proceed. Phase II embankment may begin
after settlement period is complete for Phase I.
5. Overburden or surcharge material in excess from Phase I shall
be hauled and used as fill for Phase II. Additional fill
material for Phase II shall be obtained from Burlington
Northern as detailed in the Specifications.
EMBANKMENT TYPE 5
X- SECTION
FROM STA.0 +00 :TO, 13+I00
PHASE IL
QQE 4WA4..-Ngdc
Qe'p HGg U..
9ES15[ER����!
EMBANKMENT/ FILL DETAILS
A5 BUILT 12-30 -76
CITY OF RENTON
DEPARTMENT OF ENGINEERING
W -192
LIND AVE. S.W. WATER MAINS
PROJECT
DESIGNED RES DATE OCT 20,1a74 FILE NO.
DRAWN FB
SCALE AS CHOWN raP eoo—_rA6e_
CHECMED_
APPROVED SHEET_�OF_L5
II•��+ -rl 1 i, I,
5 1 1 1 I11 1 1 I 2l I I I 3I 1 1 I 41 I I I 51 I I Ely