HomeMy WebLinkAboutD-207005VALVE BOX FOR 6" SHUT -OFF VALVE
UTILITY VAULT NO. 3030 -B WITH COVER
N0. 3030 -P OR APPROVED EQUAL -
30' OF 6•' 0 CAST IRON 1 6. 0 CAST IRON
STORM DRAIN,
22.0 PAD DRAIN'
TOP EL 24.0
6" INV N 22.75
< 20.0
6" 0 CAST
METAL FRAME AND GRATE
MEETING SID. PLAN 8 -20
OF WSDOT
CATCH BASIN TYPE I
MEETING STD. PLAN B -1
OF WSDOT. (TYP.)
(30•'x34 "x60 "H MAX.)
O43' OF 8•' 0 CAST IRON STORM DRAIN
REVISION
PROFILE - FUEL PAD CURB
SCALE: 1 " =10' HORIZONTAL C3 CS
1 " =1 VERTICAL
REVISION
❑ AUBURN, WA. 98002
❑ EVERETT, WA. 98201
0 KENT ' WA 9eo3l
El PORTLAND, OR, 97220
FACILITIES DEPARTMENT - ■ RENTON, WA. 9805°
❑ SEATTLE, WA. 98124
J
7TOP OF EXISTING CURB
NEW CONCRETE CURB
J
T�
ZN
SECTION CURB
NOT TO SCALE CS C5
1'-0"
7'F-#3 0 1'-6" CC
DRILL 7/16 "0x3 1/2" DEEP
SET WITH EPDXY
NEW CONCRETE
_TOP OF EXISTING CURB
SECTION - CURB N
NOT TO SCALE CS CS
2 N 4 BARS CONTINUOUS
SEE NOTE 3 -
F�
NOTES:
CATCH BASIN - TYPE I
/
EXISTING WITH NO. 6 BARS, 14 INCHES LONG, EVERY 12 INCHES. CONTACT
_
OWNER'S REPRESENTATIVE TO INSPECT CONDITION OF EXISTING SLAB BEFORE
OIL /WATER SEPARATOR
EXISTING
2. PRE -CLEAN BY SAND BLASTING AND PRESSURE WASH.
RECOMMENDED
FO PROVAL
USE CONCRETE BONDING AGENT AS WELL AS DOWELS SHOWN.
TOP EL 23.9
CATCH BASIN
BY
18.0
S -a FAll
TOP EL 24.0
6" INV N 21.9
8" NV N 20.40
6" INV E 20.42
TOP EL 23.05
18.0
�.,
4. FINISHED GRADE OF CATCH BASINS AND INLETS SHALL BE ADJUSTED TO
6•' INV S 22.4
6'• INV 5 21.85
12 °. INV. W 20.15
.
rcq v RevA 0 21. ?Z
C nsfnrcy°sd, iVa Aq•Q ./f Lava,% 6/e
BOTTOM 19.4!
'8" INV. S 19.96
D-jV749
All
mumwmim-
5/19/92
1BILITY
SEE NOTE 4
8" INV. S:20.20
SUBTITLE
LAST REVISION
SYM
16.0
, AND /OR
UTILITY AND FUEL PAD DETAILS
H K
AH J
5/7/92
SHEET
C 5
OF 5
5
IS APPROVED
14.0
DEPT,
DATE
N N
JAH
s 9z
14.0
CHECKED
slc
117/12
PROFILE - STORM
DRAIN,
OIL /WATER SEPARATOR
AND CATCH
BASINS
NOT TO SCALE
APPROVED
DWG, NO,
304 - 089 -1002 /P,-
C3 C5
(> CONCRETE
TILLED STEP ON
'.. CONTAINMENT PAD
O INSTALL NEW CONCRETE CURB I<) UNIFORM
NEW 6 CONCRETE
26.0
ELEVATION'OF 25.1 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 "'
25.0
FI 24 A4
SEE NOTE 4
REIFORCING
•MESH
250
.
_
J1
EL 2451
\\
OPE
FOpf
2STj/y l0
�% 5l
MF
24.0
E
24.0
REVISION
PROFILE - FUEL PAD CURB
SCALE: 1 " =10' HORIZONTAL C3 CS
1 " =1 VERTICAL
REVISION
❑ AUBURN, WA. 98002
❑ EVERETT, WA. 98201
0 KENT ' WA 9eo3l
El PORTLAND, OR, 97220
FACILITIES DEPARTMENT - ■ RENTON, WA. 9805°
❑ SEATTLE, WA. 98124
J
7TOP OF EXISTING CURB
NEW CONCRETE CURB
J
T�
ZN
SECTION CURB
NOT TO SCALE CS C5
1'-0"
7'F-#3 0 1'-6" CC
DRILL 7/16 "0x3 1/2" DEEP
SET WITH EPDXY
NEW CONCRETE
_TOP OF EXISTING CURB
SECTION - CURB N
NOT TO SCALE CS CS
2 N 4 BARS CONTINUOUS
SEE NOTE 3 -
F�
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.
RECOMMENDED
FO PROVAL
USE CONCRETE BONDING AGENT AS WELL AS DOWELS SHOWN.
BY
S -a FAll
3. ALL REINFORCING IS TO BE GRADE 60 STEEL.
RECOMMENDED
FOR APPROVAL.
�.,
4. FINISHED GRADE OF CATCH BASINS AND INLETS SHALL BE ADJUSTED TO
POSTIVELY DRAIN THE PAVEMENT AREAS
BY Da�
rcq v RevA 0 21. ?Z
C nsfnrcy°sd, iVa Aq•Q ./f Lava,% 6/e
D-jV749
All
mumwmim-
5/19/92
1BILITY
DRAWN BY
JD
DATE
5 J 92
SUBTITLE
LAST REVISION
SYM
DATE
, AND /OR
UTILITY AND FUEL PAD DETAILS
H K
AH J
5/7/92
SHEET
C 5
OF 5
5
IS APPROVED
DEPT,
DATE
N N
JAH
s 9z
TITLE
FUEL STORAGE REPLACEMENT
FOR ARE -129
RENTON FACILITY
BLDG 4--89 RONTON
CHECKED
slc
117/12
JOH ND.
305355
CUMPNU.
FU -DWG#
APPROVED
APPROVED
DWG, NO,
304 - 089 -1002 /P,-