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REMOVE EX LIGHT POST,
FOUNDATION, AND CONCRETE PAD.
RETURN POLE AND FIXTURE TO CITY.
RELOCATE SIGN PER SHEET PM-02.
E
REMOVE EX LIHTP POST, -- - - - - - ---------- - \
i -- -- ---- - o ----------_- --- --- \ \ PROTECT EXPSE
T FOUNDATION, AND CONCRETE PAD. - �e- — - -- -� i - _ _ _� _ -,r� - - - _ - _- - - _-�V€-EX"SD — —40— \ \
- �1----------- _® -- - __ \\ \_- \� \POLEANDGUYWIRE
RETURN POLE AND FIXTURE. _ _ - -� - - _ - �HE��2�= - - - = \\�
RELOCATE SIGN PER SHEET PM02. ----- _$� TQP-DEW'T-ER+N--FZFMt)V�E SB -----
STRAW WATTLE - - - - - - �5— _ -- 4�—
SEE DETAIL _ — - - iREt06ATEB,4S N€SE�SARY F0 - - -
-- 4�-----=GeN�TR�C 4SEQ NCE----=-5-- E e32a1=_--
PROTECT EX - - TOK_PE-MR WR_1LI�---=------------------ -----_- \ \ \ \
E C3110 -- --------------------- \\ \ \ \ \ \ \
LANE STRIP PSE POLE AND - ' - — D1t9GHK�€D '_ _ —_ _—_ _ _
9��TJ�EBI---- __50-_- _ ------ =so-- \ \\ \\\\ \ \
GUY WIRE ASNECESS'4R1-=---------------------------_-
REMOVE EX LIGHT POST, --- --- --- -- _
NEn FOUNDATION, AND CONCRETE PAD. - - - _ _ _ _ _ _ _ _ _ _ _ _
C /"A Q RETURN POLE AND FIXTURE TO CITY.
�R 1 K DR= "��o�_ RELOCATE SIGN PER SHEET PM-02.
VOTE:
1. CONTRACTOR TO SUPPORT AND PROTECT EXISTING 12" WATER
MAIN WHEN REMOVING EXISTING LIGHT FOUNDATIONS.
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
COUGHLIN
PORTER
LUNDEEN
Legend
Legena
N 79°33'06" E — 46.81'
PROPERTY LINE
N 79°33'06" E — 46.81' PROPERTY LINE
8" HMA ASPHALT PAVING N 79'JJ06" E — 46.81'
SEE DETAIL (2)
PROPERTY LINE
ASPHALT PAVEMENT
INLET PROTECTIOrtTORM DRAINAGE PIPE
C3-211
LIMIT —
LIMITS OF CONSTRUCTI ftNTOU
FILTER FABRIC FENF�ft/CB/CB 2/MH
SAWCUT LINE
CONTOURS SW SW_SW-----
STRAW WATTLE SANITARY SEWER
2" HMA OVERLAY TO ROADWAY CENTERLINE FOR EXTE
REMOVE CURBING
AS
TEMPORARY STOR RfARY MH/CO
OF IMPROVEMENTS (CL 1/2" PG 64-22 PAS
WSDOT STDS.)
1,
REMOVE TREE(S)
Existing _
Call before you RECORD DRAWINGS /03/201 SURVEYED: SCALE:
HOR ZON' AL• NAD ; 983/1991 ' CITY O F
D jw. Q- I - I DESIGNEDALC
or 111--800-424-5555 DRAWN: R E NTO N
UNDERGROUND LBJ ONE INCH DATUM
SERVICE (USA) CHECKED:
TBB AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BP R Y DATE AP APPROVED: TBB SCALE ACCORDINGLY
R-400506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LAKE WA BLVD IMPROVEMENTS
PHASE III FOR SOUTHPORT DEVELOPMENT
DEMOLITION AND T.E.S.C. PLAN
09-03-2019
PAGE:
C3-101
SHEEP: ^ OF:
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