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LEGEND
EX. GRADE SPOT ELEVATION: 25.40x
EXISTING GRADE CONTOUR: — _ 26.5
NEW GRADE SPOT ELEVATION: 26.0
NEW GRADE CONTOUR: — — — 26.5
26.8
NEW TOP PUMP ISLAND ELEVATION: TPI
SURFACE FLOW DIRECTION:
HIGH POINT: H.P.
PAVEMENT SWALE:�-
CLEANOUT: ° C.O.
DEMOLITION/EROSION CONTROL NOTES:
�1 REMOVE EXISTING CONCRETE PAVEMENT. HAUL FROM SITE AND DISPOSE OF
AT AN APPROVED LOCATION.
O2 REMOVE EXISTING ASPHALT PAVEMENT. HAUL FROM SITE AND DISPOSE OF
AT AN APPROVED LOCATION.
�3 INSTALL SILT BAGS, INSERTS OR OTHER APPROVED DEVICE IN EXISTING
CATCH BASINS PRIOR TO DEMOLITION/GRADING WORK.
GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
SPECIFICATIONS.
2. EXISTING PAVEMENT BASE COURSE MATERIAL SHALL BE SALVAGED FOR REUSE
AS DEEMED ACCEPTABLE BY FIELD ENGINEER AND/OR SOILS ENGINEER.
3. ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED.
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LEGAL DESCRIPTION
THAT PORTION OF TRACT II, JOSEPH P. MARSHALL TRACTS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF
PLATS, PAGE 30, RECORDS OF KING COUNTY, WASHINGTON, EXCEPT
THE WEST 110 FT. MEASURED ALONG THE NORTH LINE OF THE SAID
TRACT II.
TAX LOT NUMBER SITE ADDRESS
5169700122 1537 DUVALL AVENUE N.E.
RENTON, WA 98056
DATUM
HORIZONTAL DATUM — BASIS OF BEARINGS
NORTH AMERICAN DATUM OF 1983(91)— NAD 88(91) AS
ADOPTED & DEVELOPED BY CITY OF RENTON PUBLIC WORKS
DEPARTMENT WASHINGTON STATE PLANE COORDINATE SYSTEM —
NORTH ZONE
BEARING BASE = PLAT N88°39'04"w 2637.00
(PLAT N88°39'04"W)
(KCAS N88'39'01 "W)(2637.05')
VERTICAL DATUM — BASIS OF ELEVATIONS NAVD 88
NORTH AMERICAN VERTICAL DATUM OF 1988 —
AS ADOPTED & DEVELOPED BY CITY OF RENTON
PUBLIC WORKS DEPARTMENT
SITE BENCHMARK
CITY OF RENTON NO. 792 CHISELED CROSS ON BOLT S.E. COR.
SIGNAL POLE BASE.
ELEV. = 407.39 FEET
APPROVED
$ P,PROVEN �_ t
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CLIENT:
BP WEST COAST PRODUCTS, LLC
ALLIANCE MANAGER, AGENT FOR BP:
Bovis
Lend Lease
Global,
4 CENTERPOINTE DRIVE
LA PALMA, CA 90623
NATIONAL SITE ADAPT CONSULTANT
"LAND PLANNING AND DESIGN SPECIALISTS"
18215 72ND AVENUE SOUTH
KENT, WASHINGTON 98032
(425) 251-6222
NO. I DATE I REVISION DESCRIPTION
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EXPIRES 01-07-05
CONFIDENTIALITY STATEMENT:
THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THA-
COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, Uj
THAT THE MATERIALS CONTAIN PRIVILEDGED AND
CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, 00
THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN N
STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE N
MATERIALS TO ANY 0 HER PARTY AND FURTHER AGREES N
I, OF TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT
AGR==S TO USE THE MATERIALS ONLY FOR THE LIMITED
PJPD7:_ FOR WHICH BP HAS MADE THE MATERIALS
N.A _ABE, AND RECIPIENT AGREES TO RETURN ALL O
MATERIALS TO BP EITHER UPON COMPLETIOU OF THE m
'.NTENDED PURPOSE OR UPON THE REQUEST OF BP,
WHICHEVER COMES FIRST. O
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DEVELOPMENT INFORMATION: m
UNDERGROUND STORAGE
TANK STANDARDS
ELEMENT TPO1 E
V-6 2004 SERIES
O
AMERICAN STANDARDS
v
SITE ADDRESS: C)
1537 Duvall Avenue NE
@ NE Sunset Boulevard
Renton, Washington 98056
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FAC #5491 N
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DESIGNED BY: SHK ALLIANCE Z&DM: DB
CHECKED BY: SHK BP REPM: DB 1=
DRAWN BY- GRS ALLIANCE PM: OB o
VERSION: PROJECT NO:
V6.0
3/1 /04 BCE #2281
DRAWING TITLE:
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UNDERGROUND TANK AND PIPING o
INSTALLATION SITE PLAN
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SHEET NO:
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