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� ��_ REVISI(3N DATE
<br /> �y��,s � _ 3
<br /> 9y 'e> 'ff9 ° '��- PROTECT EXISTING ��P'� PROTECT EXISTING ``5= r CLEANOUT (TYP-) PROTECT EXISTING `S, '�
<br /> . �'F �•.so RIM IE 524.56
<br /> �� CONCR 0 EMAIN CONCR 0 EMA N 6" SOLID CONCRETE SWALE _____ �\\
<br /> ' s� � TO REMAIN ��
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<br /> � •s � � � PROTECT EXISTING
<br /> � � `� �., 5 CONSTRUGTION -` : , 3
<br /> I CONCRETE CURB
<br /> ACCESS y , :a { �
<br /> F-0.3 3 TO REMAIN � MP
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<br /> ' , - 3 5 l � S=.005 SYSTEM; PROTECTSRESOTRM ' ' — ' — ' — . — . i . — . — . — . — . — . - - - Y� �, �'
<br /> �.w �NP � � DRAINAGE CONVEYENCE IN AN � � s 3 �
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<br /> ADJACENT AUGNMENT ��P'� / 'S.�
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<br /> \, ' _ ' ✓� � 'S'2�8• — • - — . — . _ _ . _ . _ _ � . ` , _ • S� I� 3 ' Seattle,Washington 98104 f.206.285.U480
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<br /> CUT & CAP EXISTING QU1CK � ; �� �
<br /> AND REMOVE QCV'S LOCATED `
<br /> . WITHIN THE LIMIT OF DISTURBANCE PROTECT EXISTING COUPLER VALVE ~ZONE" SUPPLY � Q �c��s� �\��;
<br /> PROTECT EXISTING PROTECT EXISTING � w
<br /> �. • - �� CQNCRETE SWALE � CONCRETE SWALE CONCRETE SWALE -_--- -�` _ Q ♦ ��
<br /> � ' . . . _ 3 TO REMAIN � TO REMAIN � TO REMAIN --- f�� ► �snr�:�1
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<br /> , �� SAWCUT LINE �YOT1T WITHDNEW ' �e s �` � ��' . � ��3 � ��� ;
<br /> � r,f .03 - - - �, �-2 •J . �, _ �,^ PLAN APPROVE D
<br /> ASPHALT PAVEMENT �
<br /> ,�e.Qr' . . �,'J=- : ... — . :�w.P;. � �� . . ^+��: . . ���d* • ' . - . '. , �i�- ' . - •'t' F—1.� a99 i �- �` • ��. �, � _`'�? � � �'+� � � � �'e . ._ i- �
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<br /> . . � , . . - �G� • 32� � PU C ER�� DA
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<br /> '��c�f-_ '• _ �°-�.; .--`_ ' �� -� =-'� • ' - � - --T - - --- EXCAVATE & LOCATE ALL SUPPLY PIPE ON � e� � i ' �
<br /> , F�S� ,� PUBLIC WORKS
<br /> THE INSIDE AND OUTSIDE PERIMETERS OF THE �'�, COORDINATE TEMPORARY ISOLATION o � EROSION N�RTH
<br /> � TRACK. CUT & CAP ALL� ONE TEMPORARILY OF MAINLINE; MAINTAIN FLOW AND DEPARTMENT
<br /> '� FOR RE-USE AS DiRECTED 8Y THE ENGINEER. CONTROL WIRE CONTINUITY ' wa�re
<br /> THROUGHOUT THE WORK � . � � vue�c wowcs PERMIT �s
<br /> 1 i REQUIRED PRIOR TO STARTING
<br /> , ,Z` S�� PRO7ECTNISCONDITSONAL V R
<br /> c� � PRO7ECT. APPROVAL fOR THIS 0 20' 4�'
<br /> �� � 8'5��� S� YRAFFIC CURRENT STANDARDS AND
<br /> o \ t�` • �3 . � •j - � ,,. . s2 , ocv:aFs �9-?.�l8 unt.�ss SCALE: 1" = 20'
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<br /> N �? ��� CITY ENGINEER BE�I�E oNSiRUCiiON MAS
<br /> Of
<br /> •
<br /> "'• -��3 •� PERMIT RESUBMITTAL
<br /> � • -� �
<br /> • ; }.,•�3�: : :� : _ :� � _ _ j . �'. � . ::�y � SRE IRRtGATION CONTROLLER
<br /> ' . . _ T \, ' ' '� ? \ _^ / �\ '. DATE 6-2fi-17
<br /> , � - DEMOLITION LEGEND
<br /> �
<br /> �' SCALE 1"=20'
<br /> o D E M O LITI O N N OTES NOTE LEGEND O (�NDICA ES SPECIFIC CONSTRUCTION KEYNOTE) EXISTING NATURAL TURF TO BE REMOVED
<br /> AND DISPOSED OF OFF SITE DRAWN DMD
<br /> �
<br /> c
<br /> " 1. CALL 8 -1 - 1 BEFORE YOU DIG. LOCATE, IDENTIFY AND VERIFY CONDITION OF
<br /> o 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 /> U
<br /> � A. WHERE REQUIRED, CONTRACTOR SHALL PROVIDE A NEAT SAWCUT SUITABLE BASE TO BE REMOVED AND OISPOSED OF OFF SRE
<br /> � 2. PROVIDE TEMPORARY CHAIN UNK FENCING TO MAINTAIN A SECURE SITE PERIMETER, gO, REMOVE. CLEAN, AND PACKAGE ALL IRRiGATION SPRINKLER HEADS WITHIN THE LIMIT FOR FlNISHED. APPEARANCE-GRADE WORK. ANTICIPATE THE LIKELIHOOD OF �
<br /> COPYRIGHT � 2017 D.A.HOGAN&ASSOCIATES
<br /> � PROVIDE LOCKING GATES WHERE NECESSARY. MAINTAIN PEDESTRIAN ANO OF WORK. RETURN TO THE OWNER ON SITE BOXED AND LABELED. DAMAGE DURING CONSTRUCTION AND LEAVE A TEMPORARY EDGE, APPLY FINAL
<br /> � o EMERGENCY ACCESS TO THE LOWER SITE. CUT AND MATERIAL REMOVAL IMMEDIATELY PRIOR TO INSTALLING THE - - - - - - SAWCUT LINE
<br /> �, 9O. REMOVE EXISTING SOD AND ROOT ZONE SAND TO THE DESIGNED SU6GRADE ADJACENT NEW WORK.
<br /> ' � O3 PROVIDE PROTECTION TO ALL EXISTING RUBBERIZED TRACK SURFACING TO REMAIN. ELEVATIONS. REMOVE EXISTING DRAINAGE WITHIN LIMIT OF WORK. B. LAYOUT OF SAWCUT TO �CCUR TO FINISHED WORK OR SURFACES TO REMAIN EXISTING CONCRETE CURBING TO BE REMOVED
<br /> � WHERE CONSTRUCTION TRAF F'IC WILL CROSS THESE SURFACES, PROVIOE TRACK IS SUBJECT TO AN INITIAL LAYOUT AND VERIFICATION BY THE ENGINEER PRIOR AND DISPOSED OF OFF SITE D E M O L I T I O N
<br /> X PROTECTION. TRACK PROTECTION WILL CONSIST OF A FABRIC LAYER, PLYWOOD, TO SAWCUTTING OPERATIONS. CONTRACTOR TO UTIIJZE A TEMPORARY,
<br /> � AND STEEL PLATING ARRANGED TO LAY FLAT AND STABLE ON THE SURFACE TO 6E �� REMOVE EXISTING FOOTBALL GOALS AND FOUNDATIONS ENTIRELY. BACKFILL VOIDS REMOVABLE, NON-STAINING MARKING METHOD TO COMMUNICATE THE INTENT _ _ _ _ EXISTING SU6SURFACE DRAINAGE PIPE TO BE
<br /> z PROTECTED. WITH APPROVED GRANULAR STRUCTURAL FlLL, WSDOT CRUSHED SURFACING OR FOR APPROVAL. REMOVED P LA N
<br /> � GRAVEL BASE. C. WHERE CUTTING TO A FINISHED EDGE TO MODIFY AN EXISTING SURFACE TO
<br /> � 4. COORDINATE WITH THE OWNER AND ENGINEER A COMPLETE IRRIGATION SYSTEMS REMAIN. REMOVE ALL CUTTINGS AND SLURRY IMMEDIATELY FROM SURFACES TO EXISTING IRRIGATION TO BE REMOVED
<br /> TEST INCLUDING FOOTBALL FIELD AND ADJACENT SOFTBALL AND BASE6ALL FlELDS. > > SAWCUT EXISTING POROUS ASPHALT WRH RUBBERIZED SURFACE TO A NEAT. REMAIN. WASH ALL MATERIAL FROM SURFACES TO REMAIN IMMEDIATELY AS
<br /> $ THE OWNER WILL TEMPORARILY SHUT DOWN THE CAMPUS SYSTEM WHILE THE FINISHED EDGE. PART OF THE SAWCUTIING OPERATION.
<br /> EXISTING MAINLINE TO BE REMOVED
<br /> � CONTRACTOR RETROFITS AN ISOLATION VALVE INTO THE EXISTING MANIFOLD. �
<br /> , � 13 REMOVE CONCRETE CURBS, SLABS, AND PAVEMENTS TO THE UMITS SHOWN. SHEET
<br /> = 5Q LOCATE EXISTING �UICK COUPLER VALVES TO REMAIN AND CORRESPONDING ASPHALT 8c CONCRETE PAVING O g
<br /> , o MAINUNE SUPPLY. CUT AND TEMPORARILY CAP FOR RE-CONNECTION ON SHEET 14 LOCATE SUBSURFACE DRAINAGE P�P�NG TO REMA�N BENEATH rHE �E�� EVENT TO BE REMOVED
<br /> o F_�,4, AREAS AT EACH END OF THE TRACK. CLEANLY CUT AND TEMPORARII.Y CAP,
<br /> � LEAV�NG SUF'FICIENT MATERIAL TO RECENE FITTINGS FOR RE-UISE AS DIRECTED ON �—O .4
<br /> 6Q IDENTIFY PIPING SERVING EXISTING FlELD ROTOR ZONES AND QU1CK COUPLERS AND SH�ET F-1.3 AND ASSOCIATED DETAILS. o �MPORARY CONSTRUCTION ENTRANCE Know what's b@I4W.
<br /> � MARK AT THE TRACK CROSSING FOR RE-USE AS DIRECTED 8Y THE ENGINEER. CaII before you dig.
<br /> � 15 SAWCUT ASPHALT TO EFFECT REPAIR OF EXISTING DAMAGED STORM DRAINAGE
<br /> � CONVEYANCE.
<br />
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