HomeMy WebLinkAboutS-223904GRAVEL BACKFILL
FOR WALL
ROCKS FOR RETAINING FINISH -
CAMLOCK MANHOLE RING WALL -MIN. 2500 LB. GRADE
AND COVER. SEE STANDARD
PLAN B -25 TOP EL =42.5- /
FINISH GRADE
MAIN STREET
WALL
LADDER
SEE DETAIL
18 IN. DIA. UT17
1 1 _6w
7%MIN.
✓ �
4' 3' 6 s
36 IN. DIA. CASING
10
ELECTRICAL CONDUIT D. IN. DIA.
CHANNEL FROM #S2 D.1. SEWER
10" 45' BEND
54 m
20'
50
BIRD SCREEN z
z 2
GROUND UNE io
e
46 tO
42 VSQ. CONC. iz SL— OPE 1"
90' LONG ELL MAX
38 10" EXHAUST DUCT I FLEXIBLE 1
I M r COUPLING _.z
NOTE: DUCT TO BE CONSTRUCTED OF STL.•
34 10 "0 SCHEDULE 40 PIPE AND WELDING
FITTINGS. GALVANIZE AFTER FABRICATION.
EXHAUST DUCT DETAIL
NTS
30
EXISTING WALL REMOVE AND REPLACE EXISTING WALL
TO REMAIN J_ EXISTING WALL PANELS _I_ TO REMAIN
10" EXHAUST DUCT —
SEE DETAIL LIGHTING AND FAN CONTROL SWITCH
THIS SHEET (INSTALL 240 VOLT SWITCH W/ GROUND.
USE NEMA 413 BOX W/ LOCK. SWITCH TO
CONTROL LIGHTS AND FANS IN #S2 AND #S3
SIMULTANEOUSLY)
UT8 23
®rte 7
5 4
GROUT
,z Dim. MANHOLE #S3
ELECTRICAL CONDUIT FROM #S2
10 " -90' ELL
'`�
ROCKS FOR RETAINING
CATCH BASIN
III WALL MIN. 2500 LB.
I III
REMOVE AND
0
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°00 00° o
I
° °�� I O 0 � BACKFILL
I
n
1''v
'�0
I FOR Wq
NOTE:
CASING PIPE
LUMP SUM PRICE BID FOR SPECIAL
UT8 23 I I I
STRUCTURE #S3 INCLUDE: ALL WORK
EXCEPT 10 IN. DIAM. D.I. SEWER;
KID" D.I. SEWER
I SEE SHEET UT8 & UT14
18 IN. DIAM. D.I. SEWER ITEMS AND
CASING PIPE 36 IN. DIAM., TUNNELED,
JACKED, OR AUGURED.
NOTE:
T D TOP OF MANHOLE NOT SHOWN
Z SITE PLAN
0
F J
o W N.T.S.
w o
o!
w
z w
Z a I FILENAME: UT18
° ° z w PLOT DATE: 8/29/90
z_ W IN ° DRAWN G.O.
Y I 10/92 AS —BUILT PLANS ONLY
�oOf na� o�tt,
o w w CHECK.EO DNP �%� 9a
I x w °n a x PROJ. ENGR. J.E. JOHNSON 9/4/90 REVISED OUTFALL DETAIL
J N U U N U)
DIST. ADM. R.Q. ANDERSON F/30/901 REVISED OUTFALL DETAIL
w 2Z 3,
4�
21 20 19 18 17 18 15 14 13 12 11
Nea STATE FED. AID PROJ. NO.
N0. .
10 WASH
ACI- 405 - 3(780)
JOB NUMBER
90W069
CONTRACT NUMBER
39S-Y
I Y I 1 .I I I
10 9 8 7 6
f
FLEXIBLE COUPLING
SIDE OF MANHOLE
NON— SHRINK
5 4
GROUT
LL
10 " -90' ELL
'`�
EXHAUST FAN 800 CFM PER VENTILATION
CATCH BASIN
SYSTEM IN SPECIAL PROVISIONS
REMOVE AND
-10" TEE W/
n
1''v
BIRD SCREEN
EA. OPENING
in GROUTED
3" PLASTIC SLEEVE
JOINTS
FOR WEEP HOLE
EXISTING
BETWEEN
1
CATCH BASIN
WALL
REMOVE AND
PANELS
(TYP.) \
REPLACE WALL
PANELS
d \
0
e
3' 4' 3'
10'
NOTE:
WALL TO BE REMOVED
IN COMPLETE SECTIONS
TOP OF RIVER BANK
TRENCH UMITS
GUY POLE
SECTION B —B
NTS
0 o I o o a
1L\
1 1
APPROXIMATE LIMIT
OF 36" CASING OF EXCAVATION FOR
JACKING /BORING PIT
ELEVATION — WALL ON MAIN STREET
N.T.S.
STORM SEWER
PIPE TRENCH
BOTTOM
WILLOW BOUGHS
tlV IAMU. CLL
NOTE:
DETAIL PROVIDED BY WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION HAS NO FIELD VERIFICATION HAS
BEEN PERFORMED. � �*
%
9
� SOUTH
RIVER BANK�> WILLOW BO
UGHS(TYP.)
MATCH EXISTING BANK
FILTER FABRIC "z BUDS "(TYP.)
3'xt'x6' 3'xl'x6' NORMAL WATER LEVEL
GABIONS RIVER BOTTOM GABION BASKETS
l— RIVER BOTTOM
� I �I o:
}
6, N ,
6
SOUTH BANK SECTION
STORM SEWER OUTFALL
ELEVATION OUTFALL CONSTRUCTION
N.T.S. UT10,UT12
HIGHWAY DIVISION
w,22 39
APPROVED
MICROBOX
R147
r �
�NAUgF
M At
WashlVon State SR aoa
TUKWILA TO SUNSET BLVD U T18
Department of Transportation CEDAR RIVER PIPELINES- RELOCATION SHEET
115
OF
SRS RoseWafer Engineering, Inc SPECIAL STRUCTURE #S3 DETAILS 317
SHEETS
I i 1 I I lit I I I I$ 1
6 7 8 9 10 11 12 13 14
SRyos /3/
15 16 17 18 19