HomeMy WebLinkAboutT-2692A3•
APPROA
ELEVATION RETAINING WALL iR
1-
_t
ELEVATION RETAINING WALL 1L
Y
NOEES;
LINE
PIER 1
OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE
tAANAOER:
RETAINING
WALL LOCATION PLAN
O
- 5E WSPOT STANDARD
TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED,
C55
TRANSITION
FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS
PLAN 0 4 FOR BACKFILL
HAVE SEEN MODIFIED, IF NECE55ARY
TOP OF
PEPE 51 WAN
5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD
r CEO TRANSITION FENCING
J. C0.lMhX
Z CURTAIN WALLS NOT SHOWN.
TOP OF TRAFFIC BARRIER
4.
MT. 5T.
HELENS REVOKED
-
r HEEL.
SEAT ER
:O i'-O' BELOW
III
DESIGN
I
=
TASK 1.E0.O:
III-
t
owiVH
A BUILT BMWBIG
TOP OF SIDE
_
P. GUKII
P.GUENTHM
1 OF WALL
�,
$ FACE LARK ER
WIS240
RN QIS RVASEU RW UNUCRURAM PETML
KRUNS
i ELEV. 110.15
P. GUENTHER
PAGHAGE:
0
_________________
_ ° TOP OF ROADWAY
TOP OF.Wh44
XHENDERSON
P.GUENTHER
_
7624
IN FACE OF BARRIER
ELEV. 117.57 --
-
FlW PRISON -RS
- - --
T. BAM
TOP RF WALL.
_ BEV, 115.84
MATCH 'OCAT!ON OF
CRO5HED SURFACING
11ORIZ REVEAL ON PIER i
EXIS.ING /
"— HORIZ. REVEAL
IJRTAIN WALL FOR
TOUTING 7 TOE
�+
GROUND L!NEJ
— g ONDERORAIN PIPE, TIE
PETAIL5 5EE' "PIER 4
APPRG%, FINAL
SECTIGN5 AB BETRILS°
N''
GROUNV LINE
SHEET Bo-G -20 (TYP)
TO PIPE 5EHINIO ABLPTMENi
�—COMPACTEP SUBGRAPE
APPROK. FINAL
TYPICAL
GROUND LINE--.,_
WALL SECTION
6
BGTTCM OF
FOOTING
O
ELEV. IOB.5
BpTTOM DF
yGTTOM GF
FOOTING
FOOTING
PLOT, LOO.O
ELEVATION RETAINING WALL iR
1-
_t
ELEVATION RETAINING WALL 1L
Y
NOEES;
LINE
1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION.
OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE
tAANAOER:
'�'
O
- 5E WSPOT STANDARD
TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED,
REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL
FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS
PLAN 0 4 FOR BACKFILL
HAVE SEEN MODIFIED, IF NECE55ARY
35
4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST.
5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD
REQUREMENTS
J. C0.lMhX
Z CURTAIN WALLS NOT SHOWN.
4.
-
r HEEL.
III
DESIGN
I
=
TASK 1.E0.O:
III-
t
owiVH
A BUILT BMWBIG
KGUM!
D. ""PERSON
P. GUKII
P.GUENTHM
OpRI1LLST
WIS240
RN QIS RVASEU RW UNUCRURAM PETML
KRUNS
KLGRENTIMH
P. GUENTHER
PAGHAGE:
0
lGAII
RELEASED MR CMtl$9RUP1{ON -YR
E. NELSON
XHENDERSON
P.GUENTHER
7624
ON WOODY STANDARD
A
SNSWIN
FlW PRISON -RS
E. NELSOPo
T. BAM
P. BYCNIKER
WALL WORSLME
OF
i
ACH SLAB
TOP OF 5J&GRAPE
FINISHED GRACE
NOEES;
LINE
1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION.
OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE
LV FRONT OF WALL
2. SEE WSDOT STANDARD PLAN C -4 (CONDITION A WITH GEOTERTILE)
I
- 5E WSPOT STANDARD
TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED,
REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL
FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS
PLAN 0 4 FOR BACKFILL
HAVE SEEN MODIFIED, IF NECE55ARY
35
4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST.
5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD
REQUREMENTS
6. ALL CONCRETE SHALL BE CLASS 4000,
Z CURTAIN WALLS NOT SHOWN.
4.
r HEEL.
III
I
=
III-
1 GRAVEL BACKFILL FOR
nCV
PENNS.
t(I
SEE AM DRAINAGE DETAIL
ON WOODY STANDARD
PLAN 0-4 FOR PETAI15
M.N.
-III_
CRO5HED SURFACING
TOP COURSE. TYP.
GOTTOM OF
TOUTING 7 TOE
— g ONDERORAIN PIPE, TIE
TO PIPE 5EHINIO ABLPTMENi
�—COMPACTEP SUBGRAPE
TYPICAL
RETAINING
WALL SECTION
ADS
1-6 TO SR 169
AND SIR 51S INTERCHANGE
inn
=:I
NOEES;
LINE
1. FOR FOOTING AND WALL REINFORCEMENT OF51C+N INFORMATION.
OFF W5001 STANDARD PL(AN� 0 -IGIO DO FOR REINFORCED CONCRETE
RETAINING V' WALL TYPE 1, INDICATES WALL PE51G.N HEIGHT.
2. SEE WSDOT STANDARD PLAN C -4 (CONDITION A WITH GEOTERTILE)
FOR WALL DRAINAGE AND BACKFILL REQUIREMENTS.
y. FGOTINC ELEVA:IO.VS AND 51185YRUCTURf DETAILS ARE SUBJECT
TO CHANCE DEPENDING UPON FOUNPAPON MATERIAL ENCOUNTERED,
REINFORCING STEEL FOR FOOTINGS AND AMUR SHALL NOT BE COT UNTIL
FINAL ELEVATIONS HAVE OPEN DETERMINED AND FOOTING DETAILS
OF
HAVE SEEN MODIFIED, IF NECE55ARY
35
4. THE ALLOWAB:E PESICV 001 PRESSURE FOR FOOTING DESIGN IS AUDIO PST.
5, ALL PIMEN51CN5 AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD
UY THE CONTRACTOR.
6. ALL CONCRETE SHALL BE CLASS 4000,
Z CURTAIN WALLS NOT SHOWN.
1-6 TO SR 169
AND SIR 51S INTERCHANGE
inn
=:I