|
a
<br /> DEMOLITION NOES ( 41 I N
<br /> ORELOCATE MAILBOX AS SHOWN ON PLAN. I I
<br /> 1 DEMOLISH CONCRETE PAD. INSTALL MAILBOX EXISTING � 1 I I
<br /> PER DETAIL'T ON S4.04 BUILDING , 8 8 1
<br /> ES I I
<br /> ODEMOUSH ALL EXISTING GROUND COVER, I i
<br /> BUSHES, AND TREES WITHIN UNITS OF CURRENT li
<br /> I I
<br /> SITE DEMOLITION WORK. s
<br /> QDISCONNECT WATER METER. DEMOUSH SERVICE 1) O 0 ® ° 0 C� O a I I
<br /> AND CAP AT EDGE OF ASPHALT. R R
<br /> * I I
<br /> O DEMOUSH ALL
<br /> aFSIDEWALKS AND CURBS WITHIN % j RAMP // AM i I I I
<br /> / , ! i i • I ■
<br /> OTRIANSFORE TTO REMNN�SEE ELECTRICAL FOR / O �/ C i•
<br /> DETAILS. INSTALL PROTECTIVE BOLLARDS PER
<br /> DETAIL'5' ON S4.04. RAMP . I I
<br /> O SALVAGE FLAG POLE, STOCKPILE FOR REUSE. INSTALL STRAW SAW CUT PAVEMENT . CONCRETE PADO
<br /> UNITS OF I
<br /> DEMOUSH FOUNDATION. WADDLE OR SILT FENCE AT EDGE /® © WITH SIGN CURRENT SITE GO
<br /> , 1 4,
<br /> DEMOLISH WEYERHAEUSER BUILDING AROUND PERIMETER DEMOLITION LIMITS 1 Q DEMOLITION WORK 457't I I
<br /> O FOUNDATION. i J, , , — SPIRAL 10 .—
<br /> SALVAGESIGN, STOCKPILE FOR REUSE t7 CATCH BASIN, / 1 \ STAIRCASE I I
<br /> I �_
<br /> ODEMOLISH CONCRETE PAD. � �' , �l �\ �� O I I
<br /> �' R
<br /> ODEMOLISH CONCRETE STAIRS WITHIN UNITS OF �/ • ° #X� \ 0 ( I I
<br /> 10 SALVAGE
<br /> TIONSPIRAL STAIRCASE. DEMOLISHFOUNDA °MAILBOX 11 *-fin V O
<br /> O11 DISCONNECT GAS METER. DEMOLISH SERVICE CURB ( ' O I o
<br /> AND CAP AT EDGE OF ASPHALT. CONTRACTOR II
<br /> TO NOTIFY AND COORDINATE DEMO WITH PS. 1
<br /> Ill I
<br /> 12 DEMOLISH COMM SERVICE AND RISERS " 1 j � I
<br /> O TER MATE SERVICE AT EDGE OF ASPHALT. C�
<br /> IIILIIIIIIi
<br /> IGH
<br /> CONTRACTOR TO NOTIFY AND COORDINATE
<br /> DEMO WITH CO�ICAST. ! "LOMBARDI'S"
<br /> CONTRACTOR TO LOCATE AND DEMOLISH
<br /> ipmi
<br /> 13 SANITARY SEWER WITHIN LIMITS OF WORK. CAP EXISTING © \
<br /> AT EDGE OF ASPHALT. BUILDING _ til
<br /> .._
<br /> CURB, TYP
<br /> 4 14 THE SPECIFICATIONS.FACILITIES AS STATED IN • TRANSFORMER
<br /> i ♦ \ .141 44%14 q,
<br /> RAILROAD
<br /> �' 144 �, RAISED PAVEMENT TRACKS
<br /> �_ 15 COMPLETELY FlLL BELOW GRADE AREAS AND O , •I�ii�
<br /> VODS RESULTING FROM DEMOLITION • �� • 3111,
<br /> /, i I MARKERS.
<br /> OPERATIONS MATH STRUCTURAL FILL MATERIALS
<br /> kik /AS STATED IN THE SPECIFICATIONS. / ST9 RS %11 SIDEWALKS
<br /> OPROVIDE 4• THICK COMPACTED GRAVEL ! \`��\-- -- _ 0 TREE TYP
<br /> 16 TOPPING WITHIN ENTIRE UNITS OF CURRENT I `D = I (DECIDUOUS)
<br /> v1 •SITE DEMOUTION WORK. FINISHED SURFACE IN STAIRS
<br /> 8 SHOULD PROVIDE SMOOTH TRANSITION WITH ER
<br /> j' i I IVY& SMALL BUSHES,
<br /> ADJACENT SURFACES GRAVEL SHALL BE LEVEL O9
<br /> TO WITHIN 1" ACROSS ENTIRE SITE. WEYERHAEUSER BUILDING = ASPHALT
<br /> (TO BE RELOCATED) 114.'
<br /> N1 X TV (1' TO 2' TALL)
<br /> 5 17 CONTRACTOR SHALL PROVIDE AND MAINTAIN I = I
<br /> S O FILTER FABRIC TO PREVENT MATERIAL OR \ L • # N
<br /> m OTHER CONTAMINANTS FROM ENTERING CATCH RELOCATED
<br /> LIGHT POLE, TYP
<br /> z BASINS: V O MAILBOX
<br /> '� --- --- I r�;I% iliENi I R SHALL REMOVE AND
<br /> REPLACE ICONTRACTN KIN TREES, SHRUBS,•
<br /> 1 o LIGHTS, SIGNS, ETC. AS REQ'D TO
<br /> ASPHALT 1 O C) J 41, I FACILITATE STRUCTURE MOVE.
<br /> •0
<br /> PATH PATH I (EVAbili ERGRDEEN)
<br /> (EVERGREEN)p BLU• W• 'KS EP RTMENT
<br /> ��i E r i I (5' TOS, TTA
<br /> o ,,
<br /> E (5' TO 6' TALL / /'
<br /> - f 4 IB -ice•.Sid.! . Lit
<br /> CURRENT SITE DEMOLITION PLAN
<br /> SCALE IN FEET DATE y/l-ale
<br /> O I — 0 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> La Ig IF THIS DRAWING IS NOT 22'x34" SCALE ACCORpINGLYI zo 0 zdo
<br /> Ig ' PROJECT ENGINEER: SCALE PORT OF EVERETT' DWG. NO.
<br /> 0. PND ENGINEERS,INC.IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED 0
<br /> PROGRAMS,METHODS OR PROCEDURES OF AERATION,OR THE ..,4,0"8.8,-,e. �7•"1
<br /> o,f' CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGSDESIGNED BY DATE
<br /> `r 'Port� 1736PounhAvmueSSmtAA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, R., K. •BURKE FEBRUARY 2016 WATERFRONT PLACE CENTRAL CIP N0.
<br /> 9 N, 1111 /1111
<br /> I ® I ®� Seaak,Wa.6ingmu98134. THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,V/i,.x 3-8-003-02
<br /> ., Ft,- _,• EVERETT P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY .. DRAWN WY: CHECKED BY: WEYERHAEUSER BUILDING RELOCATION ,
<br /> - ENGINEERS,INC. www. A AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN �" ♦ o "'' D. McDONALD C. WIEST- PROJECT
<br /> p �I P.O.BOX 538 P •wm ' M6 ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE.ALSO NOT TO BE USED Fa�atfiaf NO. TR—WH-2016-01
<br /> - EVERETL WA 98206 AND CONSTRUCTION - IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT .. .. APPROVED : : CURRENT SITE
<br /> „ — — DIRECTLY OR INDIRECTLY TO PND. L,SI l- _ - DEMOLITION PLAN , 'SHEET NO. 7 OF 21
<br /> x 1425)259-3164 <K ' /// .�J — "�
<br /> NO. DATE BY REVISION /(
<br />
|