HomeMy WebLinkAboutSWP3002070.2NOTES:
1. PAVING DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. RESTORE PAVING AND SUBGRADE
TO ORIGINAL CONDITION.
0
X
DURATION OF PROJECT
SYM
REVISI❑N
BY
PPROVEI
DATE
I SYM
REVISIONS PER BOEING REVIEW COMMENTS OF
JD/JH
MJB
04 JUN 92
01 JUN 92 AND HART CROWSER FINAL REVIEW
REVISIONS PER CITY OF RENTON REVIEW COMMENTS
JD/JH
MJB
21 AUG 92
OF 1 AUG 92
REVISIONS PER CITY OF RENTON REVIEW COMMENTS
JD/JH
MJB
14 OCT 92
OF OCT 92
�5wp,,--yo-2070
REVISI❑N
BY 1 PPR❑VED DATE
offz�5--gUllyo
FACILITIES DEPARTMENT
) REMAIN)
RM LINE
m
CHECKED FOR COMPL,
TO CITY STANDARDS
r1s-�='==-Date ' 0 -. 2 3- q 2
Date
Date
❑ AUBURN, WA. 98002
❑ EVERETT, WA, 98201
❑ KENT, WA. 98031
❑ PORTLAND, 0R. 97220
■ RENTON, WA. 98055
❑ SEATTLE, WA, 98124
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.
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 NEEDED.
6. DRAINAGE WORK SHALL BE IN ACCORDANCE WITH THE WASHINGTON STATE D.O.T./A.P.W.A. SPECIFICATIONS
(1991 EDITION) AND THE STANDARD PLANS.
7. CONTRACTOR TO PLACE TEMPORARY PS 300 SERVICE TANK INSIDE CONTAINMENT EITHER BY LIFTING IT IN WITH
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
APPROVED DEVICES, AROUND THE TANK, PROVIDING A MINIMUM STORAGE VOLUME OF 26,250 GALLONS.
PRIMARY TANK SHELL
PRIMARY TANK BOTTOM
SECONDARY TANK SHELL �
[� SECONDARY TANK BOTTOM, PROVIDE
CORROSRECOMMENDED PTECTION RACTIICEPAPI 65
EL. 24.0
-Oo ° o\ �0 O�
� °c� o0 0 \Of�
O�OO � O
oO
O \O°
1 \00
o VaA,
V
1 -
d
CONCRETE RINGWALL
FOUNDATION
NOTE
00. °
15" Q
v ° o
,--- 4'
wi
00�
Qs O oo00o° 00
o
c&
3' 3'�
CONTRACTOR SHALL SUBMIT RINGWALL DESIGN DETAILS
FOR PROPOSED NEW TANK. SUBMISSION SHALL ASSURE
FACTOR OF SAFETY WITH RESPECT TO BEARING CAPACITY
UNDER TANK SHELL OF AT LEAST 3.0.
t
, o
/0 0 oe 9�30'D /
V3/4" MINUS PER
SPECIFICATION
FOUNDATION MATERIAL CLASS A PER
WSDOT/APWA 9-03.17
SECTION - TANK FOUNDATION B
NOT TO SCALE r7 I (-
BEDDING (
APWA 199
SAWCUT TYP.
CTED STRUCTURAL
)R TRENCH
LL
SECTION - TYPICAL PIPE TRENCH
NOT TO SCALE
RECOMMENDED
FOR APPROVAL
BY.4-
0 ft F4 c tr w4-rr&
ACCEPTABILITY DRAWN
THIS DESIGN AND/OR CHECK
PECIFICATI❑N IS APPROVED
APPROVED BY I DEPT, DATE N=N
PPR❑VED
ConT7c C�E+q�� /va 4r -,6&, 1 4vco/a6t_6
&)�/) 7/2el
RECOMMENDED
FOR APPROVAL
BY� 17a•�-
PLq ry Rev ow. /0-23- 9,z
DATE SUBTITLE
EJG 5/7/92 SITE PLAN AND SECTIONS
JAH 5/7/92
Y TITLE
JAH 5 92 FUEL STORAGE REPLACEMENT
SLG 5 92 FOR ARE-129
RENTON FACILITY
BLDG 4-89 RENTON
C�4D: /-)-..>6)asO v C -k'' 2a70aJ
2
Aw
w: l5�
5/19/92
LAST REVISI❑N SYM DATE
SHEET 2
C 2 ❑F
5
JOB NO, C❑MP,N❑,
305355 �FU-DWG#'
DWG. NO.
304-089-1002