HomeMy WebLinkAboutzD-2070SetN184,200
4 \I
1 \ \
� 1
CB O
Z Z
m
a
REMOVE ALL PRODUCT, STEAM. p
DRAIN, AND CONDENSATE LINES
INSIDE DIKE CONTAINMENT
WALLS, CAP LINES AT WALLS DR;
WHERE NOT REMOVED OUTSIDE DEBEl TAC1K
CONTAINMENT.
0
BLDG 4 -89
(STEAM PLANT)
PRODUCT. STEAM, AND
CONDENSATE LINES
Z TO BE ABANDONED
AND PLUGGED.
O
N184,10� \F " +� Imo +
CLEAN AND REMOVE STEEL TANK
4(\ ARE -129
OCT Lzz
o.
SEE NOTE 7
Yl� N 186075.958
1 E 1660356 .71 718 \`
� BM 54 tip m^�l
Gft V ELEV =23 62 ry4 CB \ N \
TOP 2222 A P
INV SW 20.82 CA REMOVE EXISTING y M°
50 \ 3 REMOVE 2-1/2"0 FIRE GAS SUMP AND VALVE �
\2
D ASPHALT BOX LINE FROM THIS
B S
CB 2 11 6 SD POINT TO THE TANK
TOP 2101 Ay
INV W 2016 19.9 \ v> o
INV 5 19 96
\ BLOW DOWN SUMP
DIKE CONTAINMENT
HOT CONDENSATE WATER
v\, AREA WALLS
NEW
ASPHALT N
FUEL
TANKS PLAN - DEMOLITION
' RETE
\ ro> REMOVED CONIC
m \ ASPHALT Z 2' UTILIDOR
r n
* m
HOSE
PLATFORM
y r 11 WJGR I
f `
F m
1 CONCRETE 4Jy C04
PAD v. SLOG 4 -89
xp es pftPlN as
> \.. p1E5EL TPNK o CO
\ e \N
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WV. HW
ry> NN I CATHODIC N 1843918.204
8 FUEL PORT N CABLE E 1650436.2f9
HATCH I BM 53 DIKE CONTAINMENT
ELEV 2476 AREA WALLS CLEAN AND REMOVE STEEL TANK
`\ TANK TOP El = EL=
526 NGP
ARE -129 PIV
N183.900 } _ M1> W / } >r sQ +
WV
/ mNr
6 Hx�
ro� GRAVEL QCs x a x' ' PI% xi '
CONCRETE A
CONTAINMENT WALL �xi SECTION
�x
� NOT TO SCALE Ci Ci
"994 '. CONCRETE GONEREO WPLKx i
PLAN EXISTING CONDITIONS
AS
PpL J. UH
w
SYM REVISION BY PPRDVE DATE SYM REVISION BY PPRDVE DATE ACCEPTABILITY
REVISIONS PER BOEING REVIEW COMMENTS OF ❑ AUBURN, WA 98002 E fI� THIS DESIGN AND /OR
01 JUN 9 A HA R WS R FINAL REVIEW JD /JH MJB 04 JUN ❑ EVERETT, WA. 98201 �(l i:,�, PEC IFICATION IS APPROVI
o � ❑ KENT, WA. 98031 an°
r��aUV�
El PORTLAND, OR. 97226 �O .APPROVED BY IllT..jj DAT
■ RENTON, WA. 98055 2Z'1,NAL.ENo
FACILITIES DEPARTMENT ',Y
❑ SEATTLE, WA. 98124 Etrwes a /I-- -�
D
A
REMOVE AND SEGREGATE
ALL OILED SAND (3 THICKNESS
ANTICIPATED) OVER LINER
/r REMOVE FILL ABOVE LINER
/ INSIDE DIKE CONTAINMENT
NOTES
1. UNDERGROUND UTILITIES SHOWN HAVE BEEN PLOTTED
FROM A COMBINATION OF FIELD - LOCATED SURFACE FEATURES
AND RECORD DATA AS FOUND ON SCHEMATIC DRAWINGS.
OTHER UTILITIES, NOT SHOWN, MAY ALSO BE PRESENT.
CONTRACTOR SHALL VERIFY LOCATIONS BEFORE DIGGING,
PROTECT EXISTING UTILITIES AND REPAIR ANY
DAMAGES.
2, CUTS' DF CONTAINMENT WAIL, TRIPLE RINSE PRODUCT LINES, AND
THEN REMOVE OR GROUT AND ABANDON IN PLACE.
3. DISPOSITION OF DEMOLITION MATERIALS AND NON- HAZARDOUS WASTE
SHALL BE APPROVED BY THE OWNER.
4. A COPY OF THE PLANS APPROVED BY THE CITY OF RENTON,
PUBLIC WORKS DEPARTMENT MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. CONTRACTOR TO SAVE AND REINSTALL EXISTING SUCTION HEATER AND
FOAM MAKER ON NEW TANK. _
6. SOURCE OF BASE MAP IS FROM P SURVEY CONDUCTED BY
PERMIT ENGINEERING, INC. UTILITY LOCATING WAS PERFORMED
BY LOCATING INC.
7. CONTRACTOR MAY BREACH EXISTING CONTAINMENT. WALL TO
PROVIDE CONSTRUCTION ACCESS FOR INSTALLATION OF UTILIDOR
- ONLY. OTHER BREACHES IN CONCRETE CONTAINMENT DIKE SHALL
BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S
REPRESENTATIVE. SAWCUT ENDS OF REMAINING WALLS TO
PROVIDE SMOOTH VERTICAL SURFACES AND REMOVE ALL
DEBRIS. CONTAINMENT WALL RESTORATION NOT REQUIRED.
8. SOURCE OF INFORMATION ON EXISTING DIKE CONTAINMENT WALLS
AND TANK ARE TAKEN FROM EXISTING BOEING DRAWINGS.
(250,000. GALLON FUEL OIL STORAGE FACILITY - RENTON, 1973)
REMOVE LINER INSIDE w
DIKE CONTAINMENT Hi�Quv �J.yq,�OG�P
Ca�r> n,�.tPo. No
D4070 N
RECOMMENDED `
4FAR OVA 0 20 40
BAfY SCALE. IN FEET
RECOMMENDED s
FOR APPROVAL Y
BY �a VGr.Y HARKNOVISM
?44,V R&V /SW 10-23'92
AW DA TT E 93 SUBILE LRSi REVISION SYM DATE
CJC EXISTING CONDITIONS
AND DEMOLITION PLAN
TITLE
FUEL .STORAGE REPLACEMENT
FOR ARE -129
RENTON FACILITY
BLDG 4 -89
RENTON
CyDF
6
J, C,NE.
305355 FU - ➢OMPWGk
D.
304 - 089 -1002
NOTES:
1. PAVING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. RESTORE PAVING AND SUBGRADE
TO ORIGINAL CONDITION.
- 2. AFTER REMOVAL OF EXISTING LINER AND FILL, LEVEL SUBGRADE AND PROOF ROLL TO DENSE NON- YIELDING
CONDITION PRIOR TO INSTALLING CRUSHED ROCK RINGWALL AND CRUSHED ROCK SURFACE COVER INSIDE DIKE
CONTAINMENT WALLS. FINISHED GRADE: 24 FEET.
3. CONTRACTOR MUST PRESERVE ACCESS FOR OWNER'S USE OF DIESEL TANK AND CONCRETE FUEL CONTAINMENT
AREAS AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO COORDINATE INTERFERENCE AND POSSIBLE
INTERRUPTIONS WITH OWNER'S REPRESENTATIVE.
X
4. STAGING FOR TANK CONTRUCTION AND DEMOLITION MAY BE ALLOWED WEST OF DIKE CONTAINMENT AREA.
EXACT AREA AND DURATION OF USE TO BE NEGOTIATED BY CONTRACTOR WITH OWNER'S REPRESENTATIVE.
5. PROVIDE ECOLOGY BLOCKS OR JERSEY BARRIERS (2 FOOT MAX. SPACING) TO PROTECT TEMPORARY PIPING FROM `
TRAFFIC ALONG ENTIRE LENGTH OF PIPING RUN, SUBMIT PLATE AND BLOCKING PLAN FOR VEHICLE CROSSING
OVER TEMPORARY PIPING WHERE NEEOED.
SANDBAGS PLACED TO _
' HEIGHT OF THREE FEET
ACROSS ENTIRE WIDTH 6. DRAINAGE WORK SHALL BE IN ACCORDANCE WITH THE WASHINGTON STATE D.O.T. /A.P.W.A. SPECIFICATIONS
OF CONTAINMENT EXTERIOR CONTRACT LIMITS (1991 EDITION) AND THE STANDARD PLANS.
SEE NOTE 7. (SEE SHEETS YDE110,YDE110R,
AND IL60 FOR WORK INSIDE
7. CONTRACTOR TO PLACE TEMPORARY PS 300 SERVICE TANK INSIDE CONTAINMENT EITHER BY LIFTING IT IN WITH
m 4 -89 BUILDING)
.. APPROPRIATE CRANE OR CUTTING WALL ON WEST SIDE OF CONTAINMENT AND TRANSPORTING IT IN ON WHEELS.
AFTER SPOTTING TANK, A MINIMUM CLEARANCE OF FIVE FEET SHALL BE PROVIDED ON ALL SIDES. CONTRACTOR
SHALL CONSTRUCT A SECONDARY CONTAINMENT CELL, USING THE EXISTING WALLS AND SAND BAGS, OR OTHER
30 "0 NEW DOUBLE -WALL APPROVED DEVICES, AROUND THE TANK, PROVIDING A MINIMUM STORAGE VOLUME OF 26,250 GALLONS.
- STEEL TANK TO BE ERECTED
_
ON SAME CENTER POINT AS
- REMOVED TANK
SEE NOTE 8
i
aN.m - - DIESEL TANK HOSE PLATFORM - - 'EXISTING 12" m STORM DRAIN PRIMARY TANK SHELL -
�(I\
'0S o PRIMARY TANK BOTTOM
VALVE BOX
o CB 6 0 SHUT OFF VALVE n Y SECONDARY TANK SHELL
OIL WATER SEPARATOR
oOZ UTILITY VAULT 3030 -LA SECONDARY TANK BOTTOM, PROVIDE
O
-
a OR EQUAL CORROSION PROTECTION PER API.
A RECOMMENDED PRACTICE 651.
6'!;! GATE STORM LINE
VALVE CB 8'm CAST IRONS Cg
EoL. 24.0
CAP AND SEAL CO.
—L
/ o ; Q
000ce pO�
e ro
oil a paa
5" O
.71K
O �'y O
\IS CAST IRON B �S
0
STORM LINE .. / I O8O U° "
2 3/4" MINUS PER
\ PLUG ANO 6 0 CAST IRON STORM LINE / -10o 1
SEAL / SPECIFICATION
8'0 CAST IRON STORM LINE
�__._ CONCRETE FUEL 1 gyp° d
CONTAINMENT AREA o 0 q
DRAIN 0
6 O. CAST IRON STORM LINE (TO REMAIN) q'� O (D- CONCRETE
CB I FOUNDA ONINGWALL 0 a/ O
FOUNDATION MATERIAL CLASS A PER
8'0 CAST IRON STORM LINE C WSDOT /APWA 9 -03.17
❑ EXISTING 8" 'STORM LINE 3' 3'
CB CB
'2'0 BLACK STEEL CONDENSATE NOTE:
DISCHARGE LINE E CONTRACTOR SHALL SUBMIT SUBMISSION DESIGN DETAILS
EXISTING 6" 'STORM LINE FOR. PROPOSED NEW TANK, SUBMISSION SHALL ASSURE
\
(TO REMAIN) � FACTOR OF SAFETY WITH RESPECT TO BEARING CAPACITY
y
E' NEW CONDENSATE VCg UNDER TANK SHELL OF AT LEAST 3.0.
COOLER
CONTRACTOR SHALL EXPOSE AND VERIFY GRADE
CONSTRUCTION : AND UTILIDOR. TRACTOR SECTION
ICU OF
TANK FOUNDATION �a1
STAGING AREA - CE -
SHALL SAW, CUT EXISTING CAST -IN -PLACE CONCRETE
Cz L SAW STING C
(
C� UTILITY SECTION ABUT NEW PRECAST UTILIDOR SECTION NOT TO SCALE CZ CZ
2
I TO EXISTING: UTIUDOR, AND GROUT NEW UTILIDOR SECTION
IN PLACE, ASSURING A WATER TIGHT JOINT.
� 2 "m BLACK
10 STEEL MIN. I %2 TEMPORARY ABOVE- PIPE REPLACE PAVING AND BASE
H % S GROUND PIPING NEW CONCRETE COURSE TO MATCH EXISTING,
F /, SEE NOTE 5 0. UTILIDOR h -N EXCEPT. AS SPECIFIED
H
SEE SHEET Mi _ ?
/ SAWCUT TVP,
6" MIN TYP. �
0 10 20
a• rD•
SCALE IN FEET
— EXISTING CONCRETE
UTILIDOR
m
COMPACTED STRUCTURAL
N FILL FOR TRENCH
BACKFILL
p
6„
BLDG 4 -89
1
LLMAINTAIN CLEAR DISTANCE THROUGHOUT SITE P AN N STEAM PLANT r
/'1 BEDDING (PER 9 -03.15 WSDOT/ f
DURATION OF PROJECT - APWA 1991 STD. SPEC.)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
�A SECTION - TYPICAL PIPE TRENCH
g_suy,��^atefo 23_g2
NOT TO SCALE 2TI 2
Date
Date wefec/ 16 4r-4?Yf 9vo.yob /e
RECOMMENDED RECOMMENDED �DI V
FOR APPROVAL FOR APPROVAL
J. Ciq BY BY Po„ C HAViTCROWSER
�gL
S�G�pp ,vns' /1,7 snap«. ,,m ,PLAN Revvs`w 10-2-1•92 5/19/92
C DRAWN BY DATE SUBTITLE
SYM REVISION BY PPROVE DATE SYM - REVISION BY PPRDVE DATE ( ACCEPTABILITY EJC LAST REVISION. SYM DATE
AUBURN, )✓A' 98002 a 2 92
THIS DESIGN AND /GR
REVISIONS PER BOEING REVIEW COMMENTS OF o�q H' K SHEET
01 JUN 92 AND HART CROWSER FINAL REVIEWD /JH MJB 0 JUN 9 ❑ EVERETT, WA. 98201 I PECIFICATION IS APPROVEDAH SITE PLAN AND SECTIONS 2
LNUINEERLD BY TITLE
REVISIONS PER CITY OF RENTON REVIEW COMMENTS APPROVED BY DEPT. DATE
z JD /JH MJB z1 AUG 9z
of 1 O Cl PORTLAND, OR. 97220 0 '4rlcn cam` JAH s 92 rJ
REVISIONS PER CITY OF RENTON REVIEW COMMENTS 7Fp,. CHECKED FUEL STORAGE REPLACEMENT
OD /JH MJB 14 DCT 92 6r JOB NO. CON FIT
F r ®RENTON, WA. 98055 sr pNAL�' sLC 5/7/92 FOR ARECILI
- FACILITIES DEPARTMENT O SEATTLE, WA, 98124 APPROVED 305355 FU -DWGq
exAIB =s. /, �1 YS RENTON FACILITY pv /,, NO.
APPROVED BLDG 4 -89 RENTON 304 -089 1002
�3a�
30'0 NEW DOUBLE -WALL
STEEL TANK TO RE ERECTED
ON SAME CENTER POINT AS
REMOVED TANK
CB
SEE NOTE 8
A SEE NOTE 7
ME//
2' - I o
X SEE
I S
\ NOTE 5
x CB
� I
DIESEL TANK
PLUG AND SEAL `ST CAST NE -
IRO
EXISTING 4 "0 DRAIN i STORM LI
� LINE. SEE NOTE CAST IRON STORM LINE
/ `SAW CUT CONCRETE AS REQ'D
DRKN TO INSTALL STORM LINE.
CONCRETE FUELING PAD AND
DN STORM LINE FUEL CONTAINMENT AREA
8 "0 CAST IRON STORM LINE
8 "0 CAST IRON STORM LINE ❑
VALVE BOX
• 6'0 SHUT -OFF VALVE
NEW CURB—/ CB
UTILITY VAULT 3030 -LA
I�60
. OR APPROVED EQUAL -
EW CURB
15' �'i
0 EL 25.7 FEET -
- HOSE
• 6 "0 GATE
VALVE
CAP AND SEAL
PLATFORM
v
•
PLUG AND SEAL `ST CAST NE -
IRO
EXISTING 4 "0 DRAIN i STORM LI
� LINE. SEE NOTE CAST IRON STORM LINE
/ `SAW CUT CONCRETE AS REQ'D
DRKN TO INSTALL STORM LINE.
CONCRETE FUELING PAD AND
DN STORM LINE FUEL CONTAINMENT AREA
8 "0 CAST IRON STORM LINE
8 "0 CAST IRON STORM LINE ❑
REVISION
SEE NOTE 2
16.0
140
PROFILE - STORM DRAIN AND CATCH BASINS �F�
C3 C3
REVISION,
❑ AUBURN, WA, 98002
❑ EVERETT, WA. 98201
El KENT WA. 9031
Cl PORTLAND, DR. 98220
® RENTON, WA. 98055
FACILITIES DEPARTMENT
❑ SEATTLE, WA. 98124
NEW RAMP
SEE DETAIL L
ON DRAWING C5
K
C3 CS
M.
k-
11' 2"
ICB
NEW CURB—/ CB
j
I�60
TO EL. 25.7 FEET 15'
15' �'i
x 1
BM 53T
SEE NOTE 3
x
F
C3 C3
CONTRACTOR SHALL EXPOSE AND VERIFY GRADE
x
O BLACK STEEL LINE /
C O
AND CONDITION OF EXISTING UTILIDOR. CONTRACTOR
TO DESIGN CONNECTION BETWEEN NEW AND EXISTING
,
UTILIOORS AND SUBMIT TO OWNER FOR APPROVAL
x
NEW CONDENSATE
PRIOR TOCONSTRUCTION...
COOLER
NEW CONCRETE
x
0 2 "m BLACK STEEL
DQ
N>_
x
N 0 10 20
SCALE IN FEET
E %ISTING CONCRETE
UTILIDOR
BLDG 4 -89
STEAM PLANT-
_ UTILITY PLAN
- _
SCALE 1" -10'.
1
260
METAL FRAME AND GRATE
STD PLAN B -2 OF WSOOT. (TYP.)
i
24'. OF 6'0 CAST IRON
STORM LINE
CATCH BASIN TYPE I
24.0
MEETING STD. PLAN B -1
OF WSOOT. (TYP.)
30 x34 "x60 "H MAX.)
22.0
0 70' OF 8'0
_
SLOPE 0.008
CAST
IRON. STORM .LINE
O
SLOPE
= 0.005
20.0
CATCH BASIN -TYPE
I CATCH BASIN - TYPE
TOP EL. 23.9
TOP EL. 23.9.
CATCH BASIN - TYPE I.
6" INV. N 21.04
8" INV. N 20.87
18.0
.BOTTOM 20.0±
IN
6" V. S 20.69 -
TOP EL. 24.7
SEE NOTE 2
6" INV. W 20.90
BOTTOM EL. 19.9*-
8° INV. W20.52
8" INV. S 20.54
SEE NOTE 2
- BOTTOM 19:5±
REVISION
SEE NOTE 2
16.0
140
PROFILE - STORM DRAIN AND CATCH BASINS �F�
C3 C3
REVISION,
❑ AUBURN, WA, 98002
❑ EVERETT, WA. 98201
El KENT WA. 9031
Cl PORTLAND, DR. 98220
® RENTON, WA. 98055
FACILITIES DEPARTMENT
❑ SEATTLE, WA. 98124
NEW RAMP
SEE DETAIL L
ON DRAWING C5
K
C3 CS
M.
k-
11' 2"
12" SQUARE COVERS
24" SQUARE COVER
PLAN - OIL /WATER SEPARATOR -(9) C3
"H
NOTES:
1. OIL /WATER SEPARATOR SHALL BE PIPE INC. MODEL NO. 5106 -5 MODIFIED OR APRROVED EQUAL.
SECTION - OIL /WATER SEPARATOR (b
C3 C3
NOTES:
L GROUNDWATER AT THIS SITE FLUCTUATES BETWEEN ELEVATION
19 AND 17 FEET. CONTRACTOR MAY HAVE TO DEWATER SOME
EXCAVATIONS DURING. CONSTRUCTION.
2. FINISHED GRADE OF CATCH BASINS AND INLETS SHALL BE ADJUSTED TO
POSITIVELY DRAIN THE PAVEMENT AREAS.
3, BENCHMARK 53, TOP OF ASPHALT SURFACE AT SOUTHEAST CORNER OF
PROJECT SITE. EL. = 24.76 FEET.
1� 4. INSTALL NEW 6" DRAIN WITH REMOVABLE GRATING IN CONCRETE
FUEL CONTAINMENT AREA, DRAIN TO COMPLY WITH STD. PLAN 8 -4
OF WSOOT, OR APPROVED EQUAL.
5. PLACE AND COMPACT HOT ASPHALTIC CONCRETE IN THIS AREA TO
FACILITATE DRAINAGE OF STORM WATER RUNOFF TO CATCH BASIN.
1� 6. ALL CAST IRON PIPE STORM LINES SHALL HAVE MINIMUM WALL
THICKNESS PER A.W.W.A. CLASS 22,
7. REMOVED PORTION OF CONCRETE DIKE CONTAINMENT WALL SHALL NOT
BE RECONSTRUCTED AT CONCLUSION OF PROJECT.
V 8. SLOPE GROUND SURFACE INSIDE EXISTING CONTAINMET TO DRAIN AT
19 TYPICAL TOWARDS CATCH BASIN. NEW CATCH BASIN ELEVATION 23.6 FEET,
PIPE INVERT ELEVATION 21.05 FEET, BOTTOM OF CATCH BASIN AT 20.0 FEET.
Ce.�s lvz+cir°d- N Lir -� ./� �va• /��
RECOMMENDED
FOR APPROVAL
BY D -2070
•2Cwc� wA'/�'R
RECOMMENDED �
FOR APPROVAL
BY /7a—_ H&RTOWRIM
PL,+� Ravin /a -z3 -9Z 5/19/92
1BILITY DRAWN Y DATE SUBTITLE r LAST REVISION I SYM I DATE
N AND/BR CHECKED "C '/7 9s UTILITY PLAN AND DETAILS SHEET
IS APPROVED JAH 5 ] 92 /1 OF 3
DEPT, DATE JAH 5/7/92 TITLE
CHECKED FUEL STORAGE REPLACEMENT
APPROVED SLG s T ez FOR ARE Loe ND. 305355 FUPDWG#
RENTON FACILITY DWG, NO,
APPROVED BLDG 4 -89 RENTON 304- 089 -1002
28
28
al
BLDG BLDG 4 -89
26
E1
EL 25.1
26
4' -11"
NOTES:
EST FLOOR E! 25.5
CONTINUOUS 1/4'x2" GALVANIZED
EST EL 24.5
STEEL
1. T POSSIBLE, CONSTRUCT STEAM AND FUEL PIPING TO EXIT VAULT AT
THIS LOCATION IN ORDER TO AVOID CUTTING VAULT LID. IF NECESSARY
ADD VA RISER OBTAIN THE NECESSARY HEIGHT TO ALLOW PIPING
TO EXIT THE SIDE WALL OF THE VAULT INSTEAD OF THE LID /COVER.
WALL
zo 29
EST SUMP EL 23.0
24
_ •.
-
EXISTING UTILIDOR
-
<
a
2. PROTECT STORM DRAIN LINE BY PLACING AT LEAST 3 INCHES OF
STYROFOAM OVER THE PIPE PRIOR TO INSTALLING THE UTILIDOR
V
SECTION. CONTRACTOR TO TAKE THE NECESSARY PRECAUTIONS TO
w
-_ _ - - - -
--
AVOID DAMAGE TO THE 6 INCH DIAMETER CAST IRON PIPE.
- -_
3, THE EX CT ELEVATION THE EXISTING' UTIUDOR, AT THE POINT WHERE
22
22
- •
THE NEW UTILIDOR IS TO BE CONSTRUCTED, IS UNKNOWN. CONTRACTOR
TO MATCH THE NEW UTILIDOR FLOOR ELEVATION TO THE FLOOR
ELEVATION OF THE EXISTING UTILIDOR IF THAT ELEVATION IS GREATER
EST EL 22.0
_
THAN 22.0. OTHERWISE ADJUST SEWER PIPE AND UTILIDOR GRADES AND
SUBMIT TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION.
20
20
2 "x2 "x1/4" L GALVANIZED STEEL
AT TOP OF WALL WITH 1/4'0x4"
'
STUDS ® 12" O.C.
PROFILE
- UTILIDOR
NOT TO SCALE
G2 G4
SECTION — UTILIDOR K—D�
.
NOT TO SCALE C2 C4
i� NOTE: UTILIDOR SHALL BE UTILITY VAULT CO. MODEL NO. 5588 TRENCH
WITH COVER NO 558T, OR APPROVED EQUAL, VAULT AND COVER TO
UI
BE FABRICATED TO WITHSTAND AASHO HS 20 LOADING STANDARDS.
26
26
BE 242
I
EL 245
I
24
24
-
SEE NOTE 3
F
6
NEW UTILIDOR
>.
- - - - - - - - - - - - - - - - - - -
22
—21.5
q. -0..
NEW VAULT
El. 21.7 —20.9
EL 22.0
EL 25.6
/EL
5.1
20
20
6.0 CAST IRON
STORM DRAIN
SEENOTE 2
EL 24.0
SEE NOTE 1
EL 24.1
S' -5'
NEW UTILIDOR
PROFILE
— UTILIDOR
'\
NOT TO SCALE
C2 C4
\��\��
•.•
EL .25.6
�I
' 26
'.
NEW VAULT
26
EL 242
\ \e \\
EL 24.0
EL 24.1
EL 21.6
24
GROUND SURFACE
24
SAWC FABRICATE OPENING
NEW UTILIDOR
-
INTO VAULT . VAULT OUTSIDE
z
DIMENSIONS: 6' -0" L x 4' -0 "W
zz 22
--
_ - -_ - --
22
-_.
."
CAUL O..TO. SEAL, TAR JOINT AND
w
EL 21.6 EL 21.7
EL 19.6
20
20
RECOMMENDED
FOR APPROVAL
EL 19.6
SECTION — VAULT rE
By
1B
18
NOT TO SCALE cz c4
RECOMMENDED
FOR APPROVAL
�. L MODEL NO. 660 -L WITH
NOTE VAULT SHALL BE UTILITY VAULT CO.
PROFILE — UTILIDOR AND VAULT > i
COVER No. 64 -366D, OR APPROVED EQUAL
BY '��• �`
;PA� v/A i✓
,c -z9 -92
NOT TO SCALE
',. C2 C4
Con bwd,'.' M. 4—R-11 /va,''Wl,-
D-zV749
/uI�-s�w��
ItW1IVIY
Ws
5/19/92
REVISION
BY
PPROVE
DgTE
SYM
REVISION
BY
PPROVE
DATE
`
`:
ACCEPTABILITY
DRAWN BY DATE
EJC
5/ / 92
SUBTITLE
LAST REVISION
SYM
DATE
5 PER BOEIN REVIEW COMMENTS OF
JD /JH
MJB.
4JUN92
❑ADBURN,
- D EVERETT,
WA. 98()()2
WA. 98201
�}j'( /�
',�V'
THIS DESIGN AND /OR
PECIF [CATION IS APPROVED
JAH
S T 92
UTILIDOR AND VAULT
SHEET
4
AN FAR R FINAL REVIEW
p D KENT,
WA. 98031
�'r
ziali�
N N
--
TITLE
4
OF
•
���0� O PORTLAND,
OR. 97280
�02,`�_�57m
APPROVED BY
WEPT.
ATE
NECKED
JAH
s 9z
FUEL STORAGE REPLACEMENT
5
■ RENTON,
WA. 98055
SLG
57 92
FOR ARE -129
DEB NO.
COMP NO.
FACILITIES DEPARTMENT D SEATTLE,
WA. 98124
"0"
IXPIB'.S
v
RENTON FACILITY
305355
uwc. No.
FU -DWGq
1 -30-2070
- —
APPROVED
BLDG 4 -89 RENTON
304 -089
-1002 /�� -
VALVE 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,-