HomeMy WebLinkAboutSWP3002070.5W
W
ri
26.0 r
24..0 f
22.0
14.0
VALVE BOX FOR 6" SHUT-OFF VALVE
UTILITY VAULT NO. 3030-B WITH COVER
NO. 3030-P OR APPROVED EQUAL
30' OF 6" 0 CAST IRON , 6" 0 CAST IRON
STORM DRAIN
I
I
L�-
Li
PAD DRAIN
TOP EL 24.0
6" INV N 22.75
6" 0 CAST IRON
TOP EL 24.0
6" INV N 21.9
6" INV S 22.4
1
METAL FRAME AND GRATE
MEETING STD. PLAN B-2o
OF WSDOT
CATCH BASIN TYPE I
MEETING STD. PLAN B-1
OF WSDOT. (TYP.)
(30"x34"x60"H MAX.)
O I E:::43 OF 8 0 CAST IRON STORM DRAIN
/ (1)10- CATCH BASIN - TYP
TOP EL 23.9
8" INV N 20.40
6" INV E 20.42
6" INV S 21.85
BOTTOM 19.4 ±
SEE NOTE 4
EXISTING
CATCH BASIN
TOP EL. 23.05
12" INV. W 20.16
8" INV. S 19.96
8" INV. S 20.20
PROFILE - STORM DRAIN, OIL/WATER SEPARATOR AND CATCH BASINS
NOT TO SCALE
CONCRETE
FILLED STEP ON
CONTAINMENT PAD
26.0 r
25.0
EI_. 2 4.8 4
II
EL. 24.51 ,
24.0
SYM I REVISION
I REVISIONS P R BOEING REVIEW COMMENTS OF
VVP -30-.,2070
5'1 5'-
1
INSTALL NEW CONCRETE CURB TO
UNIFORM
NEW 6" CONCRETE
ELEVATION OF 25.7 FEET AROUND
ENTIRE
REINFORCED
26.0
- EXISTING CURB PAD ON EAST, SOUTH, AND WEST
SIDES ONLY,
DRIVE APPROACH
ON PAD
NEW
CURB
_
4x4, 6"x6"
REIFORCING
SEE NOTE 2
4
MESH 25.0
4.71
I
S�oPE I Eris rNcTO
�% M
cR
oEr
e
24.0
60'± 15'
PROFILE - FUEL PAD CURB L
SCALE: 1"=10' HORIZONTAL �C5
1"=1' VERTICAL
BY rPPROVEJ DATE SYM
JD/JH MJB 4JUN 92
REVISION
BY WPPR❑VEII DATE
15'
-1 26.0
124.0
122.0
120.0
118.0
14.0
K
C3 C5
ODDD0000
FACILITIES DEPARTMENT
❑ AUBURN, WA, 98002
❑ EVERETT, WA. 98201
❑ KENT, WA. 98031
❑ PORTLAND, OR 97220
■ RENT ON, WA. 98055
❑ SEAT TLE, WA. 98124
i
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Q
7
SECTION -
NOT TO SCALE
NEW CONCRETE CURB
CURB ' nn
CS C5
'2 # 4 BARS CONTINUOUS
SEE NOTE 3
CD
Z m
p:: cy-
N �
X U
W
SECTION - CURB
NOT TO SCALE
NOTES:
1. SAW CUT CONCRETE AT LIMIT OF DEMOLITION. DOWEL NEW CONCRETE TO
EXISTING WITH NO. 6 BARS, 14 INCHES LONG, EVERY 12 INCHES. CONTACT
OWNER'S REPRESENTATIVE TO INSPECT CONDITION OF EXISTING SLAB BEFORE
PLACING NEW CONCRETE.
2. PRE -CLEAN BY SAND BLASTING AND PRESSURE WASH.
USE CONCRETE BONDING AGENT AS WELL AS DOWELS SHOWN.
3. ALL REINFORCING IS TO BE GRADE 60 STEEL.
4. FINISHED GRADE OF CATCH BASINS AND INLETS SHALL BE ADJUSTED TO
POSTIVELY DRAIN THE PAVEMENT AREAS.
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RECOMMENDED
FO PROVAL
BY
S� R it A- &
RECOMMENDED
FOR APPROVAL
BYa-..,
Pi4w Rrv��
Con jr f�.cf�d . CVO 4r - ohm, 4z 4va, /a 64,
ALT
10 20706
5/19/92
ACCEPTABILITY DRAWN BY DATE SUBTITLE LAST REVISION SYM DATE
THIS DESIGN AND/OR H K EJC 5 92 UTILITY AND FUEL PAD DETAILS SHEET 5
PECIFICATION IS APPROVED JAH s 92 ❑F
N N TITLE � 5 J
APPROVED BY DEPT, DATE JAH s 92 FUEL STORAGE REPLACEMENT
CHECKED J❑B N❑ COMP,NO
AP R v SLG s 7 92 FOR ARE-129 305355 EU-DWG#
RENTON FACILITY DWG, NO.
APPROVED BLDG 4-89 �.; 0--207'oe3" Cx-20v4E�TON 304-089-1002