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<br /> �46°?� EXCAVATE & LOCATE ALL SUPPLY PIPE ON ?��y � � COORDINATE TEMPORARY ISOLAT�ON
<br /> H : THE IN510E AND OUTSIDE PERIMETERS OF THE F OF MAINUNE: MAINTAIN FLOW AND NORTH
<br /> �� TRACK. CUT & CAP ALL, ONE TEMPORARILY CONTROL WIRE CONTINUIN
<br /> FOR RE—USE A5 DIRECTED BY THE ENGINEER. i' THROUGHOUT THE WORK
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<br /> �n� � 0 20' 40'
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<br /> "+aTF ���'a� J �«F , -- DATE 6-25-17
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<br /> 0 1. CALL 8 -1 — 1 BEFORE YOU DIG. LOCATE. IDENTIFY AND VERIFY CONDRION OF
<br /> � ALL SITE UTILITIES PRIOR TO COMMENCING THE WORK. 7O. REMOVE ALL IRRIGATION PIPE NOT SCHEDULED FOR REUSE AS IT IS ENCOUNTERED. 12 SAWCUTTING OPERATIONS RUBBERIZED SURFACING. ASPHALT PAVING, AND SELECT CHECKED E1G
<br /> o A. WHERE REQUIRED. CONTRACTOR SHALL PROVIDE A NEAT SAWCUT SUITABLE BASE TO BE RE�AOVED ANU DISPOSED OF OFF SRE
<br /> � 2. PROVIDE TEMPORARY CHAlN LINK FENCING TO MAINTAIN A SECURE SRE PERIMETER. O REMOVE. CLEAN, AND PACKAGE ALL iRRIGATION SPRINKLER HEADS WITHIN THE LIMIT FOR FlNISHED, APPEARANCE—GRADE WORK. ANTICIPATE iHE LIKEUHOOD OF (�
<br /> PROVIDE LOCKWG GATES WHERE NECESSARY. MAINTAIN PEDESTRIAN AND DAMAGE DURING CQNSTRUCTION AND LEAVE A TEMPORARY EDGE. APPLY FINAL cowai�Hr { 20ll D.A. HOGAN&P550CIATES
<br /> a OF WORK. RETURN TO THE OWNER ON 5RE BOXED AND LABELED.
<br /> a EMERGENCY ACCESS TO THE LOWER SRE. CUT AND MATERIAL REMOVAL IMMEDIATELY PRIOR TO INSTAWNG THE - - - - - - SAWCUT LINE
<br /> �
<br /> 0 9O. REMOVE EXISTING SOD AND ROOT ZONE SAND TO THE DESIGNED SUBGRADE ADJACENT NEW W K.
<br /> a O3 PROVIDE PROTECTION TO ALL EXISTING RUBBERIZED TRACK SURFACING TO REMAIN. ELEVATIONS. REMOVE EXISTING DRAINAGE WITHIN LIMR OF WORK. B. tAYOUT OF SAWCUT TO OCCUR TO FINISHED WORK OR SURFACES TO REMAIN EXISTING CONCRETE CUR8ING TO SE REMOVED
<br /> ; WHERE CONSTRUCTION TRAFFlC WILL CROSS THESE SURFACES, PROVIDE TRACK IS SUBJECT TO AN INITIAL LAYOUT AND VERIFICATION BY THE ENGINEER PRIOR AND DISPOSED OF OFF SIiE D E M O LITI O N
<br /> a PROTECTION. TRACK PROTECTiON WILL CONSIST OF A FABRIC LAYER, PLYW000. TO SAWCUTTING OPERATIONS. CONTRACTOR TO UTILIZE A TEMPQRARY,
<br /> � 10 REMOVE EXISTING FOOTBAI.L GOALS AND FOUNDATIONS ENTIRELY. BACKFILL VOIDS REMOVABLE, NON—STAINING MARKING METHOD TO COMMUNICATE THE INTENT _ _ _ . _ EXISTING SUBSURFACE DRAINAGE PIPE TO BE
<br /> X AND STEEL PV4TING ARRANGED TO LAY FLAT ANO STABLE ON THE SURFACE TO BE VV17H APPROVED GR,4NULAR STRUCTURAL FlLL, WSDOT CRUSHED SURFACING OR P LA N
<br /> N PROTECTED. FOR APPROVAL. REMOVED
<br /> F GRAVEL BASE. C. WHERE CUTTING TO A FlNISHED EDGE TO MODIFY AN EXISTING SURFACE TO
<br /> z
<br /> � 4. COORDINATE WITH THE OWNER AND ENGINEER A COMPLETE IRRIGATION SYSTEMS � � Sp,WCUT EXISTING POROUS ASPHALT WRH RUBBERIZED SURFACE TO A NEAT, REMAIN, REMOVE ALl CU7TINGS AND SLURRY IMMEDIATELY FROM SUR AC S 0 EXISTING IRRIGATION TO BE REMOVED
<br /> � TEST INCLUDING FOOTBALL FIELD AND ADJACENT SOFfBALL AND BASEBALL FlELDS. FINISHED EDGE. REMAIN. WASH ALL MATERIAL FROM SURFACES TO REMAIN IMMEDIATELY AS
<br /> THE OWNER WILL TEMPORARILY SHUT DOWN THE CAMPUS SYSTEM WHILE THE PART OF THE SAWCU7'7'ING OPERATION. EXISTING MAINLINE TO BE REMaVED
<br /> g CONTRACTOR RETROFffS AN ISOLATION VALVE INTO THE EXISTING MANIFOLD.
<br /> � 73 REMOVE CONCREiE CURBS. SLABS, AND PAVEMENTS TO THE UA�ITS SHOWN. � SHEET
<br /> 5O LOCATE EXISTING QUICK COUPLER VALVES TO REMAIN AND CORRESPONDING ASPHALT & CONCRETE PAYING O e
<br /> $ MAINUNE SUPPLY. CUT AND TEMPORARILY CAP FOR RE—CONNECTION ON SHEET 74 LOCATE SUBSURFACE DRAINAGE PIPING TO REMAIN BENEATH THE FlELD EVENT TO BE REMOVED
<br /> � F-1.4. SEE PN�ASE a �tJS11ZUCTl'�1 Pl.l�}NS—UNDEIZ S£,fA�R.ftTE' PEle11►lT.� AREAS AT EACH END OF THE TRACK. CLEANLY CUT AND TEMPOR4RILY CAP, � r O . ^
<br /> o �
<br /> � LEAVING SUFFICIENT MATERIAL TO RECENE FITTINGS FOR RE—UISE AS DIRECTED ON �' — L•F
<br /> SHEET F-1.3 AND ASSOCIATED DETAIIS. SEE PNPrSE a �ONS�lR�UC+'ROrJ PLRIVS a UNDEK TEMPORARY CONSTRUCTION ENTRANCE
<br /> 6O IDENTIFY PIPING SERVING EXISTING FlELD ROTOR ZONES AND QUICK COUPLERS AND C � Know what's below.
<br /> � MARK AT THE TRACK CROSSING FOR RE—USE AS DIRECTED 8Y THE ENGINEER. S£PRR,R�E. PEPJY�t1� � CaII before you dig.
<br /> u 15 SAWCUT ASPHALT TO EFFECT REPAIR OF EXISTING DAMAGED STORM DRAINAGE
<br /> t:
<br /> CONVEYANCE.
<br />
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