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�EGEND <br /> MATCHLINE - SEE DWG 45-YD-C220-11 <br /> -- -- -- — —s— � I_ —1 <br /> -- -- �� � -- --��o�o -- - = 1 . T ; CONCRETE (REINFORCED AND NON <br /> o -� -- -- � � - - - . _ -- I I <br /> � � � ,,,�' i` ; ; $ ;o o _ o � , REINFORCED) PAVEMENT REMOVAL <br /> � � .,�-�"' ;�; o � � Cl L— - _1 <br /> ;� ; ; <br /> __ __ __ _�_ _ __ � � _�._..�- ` � <br /> a. ; <br /> � <br /> 3' i c o <br /> _ __..��._ __ — .__ ___ ____ , . <br /> --� _ �_�-_ � ; � '' � . � <br /> 1 � � � € ; F� ; � � � � ; � - - - � B o M � <br /> 0 , � <br /> � : ; � <br /> .. _ _ �__ _ _ _ __ __ _ _ _ _ € — _ _ <br /> � _ <br /> � __ _. _ _ _� ______ _� _ ___ __ __ <br /> I , o �- __�__ _.. _ _._� � � <br /> -� _._ __�� _... j <br /> , � , �-_ __ � i <br /> � f � --�-�- __. �,�,;� � �. i <br /> -�_ � ' E i � C'� <br /> . __ ___ , - - - <br /> __._ ____._ __. _.___ � ' <br /> ______ ___. _ ,__ _ .. <br /> I �; <br /> . __ ___ �___. �. <br /> a _.��-�_ ;� ____ ; _._�.._ �. � ..____ �_ � ; o ! � <br /> ; ______._ _._._.._. <br /> , , o <br /> ; , <br /> _. <br /> � __ � � �; � � <br /> ������ <br /> ___ __ _ �____._....� . _ <br /> � ; <br /> ; � <br /> - I <br /> �=_ _ �; � � E €---�� — ° � � _ i � E N E RA� N OTES <br /> � s � <br /> , <br /> � ___ �__ � �_ € . -- <br /> F f � +� - �._.�... �� � � � � � <br /> ;� <br /> � o � � ( , �,, � � � 3 � � � ��� � ; — - - _ I 1 . PROTECT ALL EXISTING SURFACE FEATURES TO <br /> I € ; ;; � € ; '' I �. - ' i � o � REMAIN, INCLUDING BUT NOT LIMITED TO <br /> ; ; �.. <br /> I �� � � � � � � � � � � - <br /> ,.. � � <br /> � � - � _ ;..; j . .f � �.� . .�__ .—L � <br /> � � ; f � °� � � s - '-� -- � �� STRIPING VALVE BOXES, FIR ANTS AND <br /> , E HYDR <br /> � y, ;� � � i , � , � , <br /> o ` � �, � ` _ � <br /> � � � � � � � , � , SPRAY NOZZLES, HAND HOLES, LIGHT POLES, <br /> � � { ! �, �� ; I�_ _ E MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, <br /> ! � � ; j ��� �� ; � � � � AND EQUIPMENT PRIOR TO WORK. <br /> ° ; I � �; , - I <br /> ; ; '� ,� <br /> � ° o � � i '�� " � € � ( � ' ! I <br /> � ' � - 4�J-293 45-287 ; mm ; � ; `�. �� i ' ; ' ! � ' � � 2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br /> � , ; <br /> � M 3 f � <br /> ; '�, , _ __. , ` PLANS AND PR <br /> � <br /> _.,._ _ � _ __ __ <br /> �_�.� 3 D <br /> ,. .. , � � I ; � 3 � � I ON OFIL <br /> � � � -�---------------�-----��a � - �� ' ATA, G P VEY, AN D RECO R D D RAWI N GS AN D <br /> � �� � : + ' ; ' � � ;� � ARE THE BE TRAVAIIABLE INFORMATION AT THE <br /> 45-247 � � E � ; � <br /> �_.__ � ; � ! ;�; j = � � �����.__ _...____._ � __ : ___ ___ ._ .._.. _� , ______ - _. __ _....... _ . _ _ ME OF PLANS PRODUCTION. THE CONTRACTOR <br /> ,���� � _ _. .. <br /> , �., <br /> ��� _ � '_.. '� ; � '� ' � __. . . .__ . __ __ _ <br /> ____ <br /> .__ ��� <br /> � <br /> � =� � ` �'-� ` _ � -- ���-_,, � � � i S�HALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br /> � f....,,... , S i � �3 � � . <br /> � j <br /> � � 45-223 ° _._ _ � � ' '�' ; ' ` I _.__ � __ _ � _._ . _ - ---___ ___ _,`'�f � \.,` ____ . _ ___ _ ° START OF DEMOLITION WORK. <br /> � � <br /> � I � � � j � I ; � � o o . o _ _ __. � ___... ... __ .._. .__. .__ _�. ____... _�. _ _. .. .. <br /> � '� ? ; �! ( � � oo � <br /> f ; E � <br /> _ } ( i � � <br /> - o o � � � � � 3 ; � 0 3. SOIL, REMEDIATION MAY BE REQUIRED. CONTACT <br /> ��� o o� � ;� �� ; � : . <br /> � � ` � _ :o� BOEING EHS, AL SUGINO PRIOR TO EXCAVATION <br /> i ; o � � o ; i � � _ � ` . .. ( <br /> i ;, � : . + . . � i ; . ,i i . _.. <br /> , . . ...._ ._.... _.. _.___,.._. . ____ , <br /> �, __ �______--__ ___.__ __ � __ ___. 0F SUBGRADE <br /> , � ; __... . __.___ . _ ��_ � �, � <br /> I . : . . p I 4 � � ; ' ' .. r'�,. � . , . . .. I.. ., . . . a - ,.._ ,.__.,,._ ,,.__.._... ____..,.... ., '".�� �'} .�ai... <br /> ,� .;. ; . . � V E , � , : ¢.; ! i ��_.� , t�� . .. Q.,.�.... "�'�f .,..� _._. .-... @�� <br /> �< O; . _...... ; ; ; � o o f/ o.�, � o ��o o.� �_� o��� <br /> � � ; <br /> �p � , I �� � � 1 <br /> , <br /> , <br /> ' O ,� ` ' � �� �: � i j t �� ��\ <br /> _f .. _ _ � <br /> „ -. _ ,_ � . _�W__ � � <br /> .�� _... _ ... <br /> ; - <br /> �� � <br /> 45-288 � <br /> _ . . <br /> � � � � <br /> �� -��� ° � � � ' ��''��� �"`����� �� ���� ``. �������� � 4. COORDINATE ALL UTILITY SHUT DOWNS WITH <br /> . ; � <br /> � � ����. <br /> `, , <br /> �� � <br /> , �,,,, ,, <br /> 45-249 � ; � � ; , �r � i;�� � <br /> �. �� <br /> � � � _..� '� � � ,' �� o <br /> 4 � � 3 , ' � � � � �' ING ACILITIES PRIOR TO EXCAVATION. <br /> � , BOE F <br /> `�" } <br /> �. �_ � � i �� � � �����' <br /> ; - , � 3 � �; ' ! ! ; � <br /> t ���� I O � E 3 jt'� :��. � � t I ( � � f�� j <br /> � ( } j ti jE j( I <br /> I �t � ] E �• t � 3 ' ' �, �. � l � f f. � f f`. <br /> Go ' (�' ` f � ��� � �� r ;1 <br /> J € � r £ � �� i j(,, <br /> € � ! �� � _ � � � � � � � � �f r `, `, CONSTRUCTION NOTES <br /> ; , ,, � � � � oo ; oo ; � t . f o f <br /> ;} f , <br /> � , �. <br /> � ` � 1� CONCRETE PANEL REMOVAL NOTES: <br /> � ' � � ° iE # E <br /> ! � S ���f� '':J� f� f`j' ' � 3 i�i �.._..__�. <br /> � _, s i <br /> _, <br /> A. TO BE REMOVED <br /> SHALL BE <br /> -� _ ._.__ _________.__ __ _ � ; � ; <br /> , , ; �. ,, .4 <br /> ",�� :. 3�i.. �: <br /> � z <br /> ; � <br /> ...........,� ...._.._. . <br /> ,..,... ; .. . ,_...,,......_,_�_...._,,,�..........,__.�._„_,,,.. � : ', <br /> ' t _' ....... <br /> � , . ..... __ .._..................._.._._... _,$..,__.._..... .......,...,,...,. .. _-�....„... -' �� ' �f € ( �°f�i �`� I . <br /> , ._....._...... . k.,.,.._�.._, . t ; <br /> � <br /> ..� ._.._.. . .....,, : -. i E .: .: , � ? ........... .._..,.......__........___,..__"""" __..______.. _ .,..,,..._..... ,,,,,,....._.,._....... ....., .................. .___._—_ . � � / ..,1 ",...-i <br /> ::, ,--... . <br /> , ..,.,.t..... ._..... .__....... ............... . : ., . , ( ; ......,,..... .__.._..._.._..,.. ...,,.____,....._..,.........__.._._._._...... ...�..__...�.._ . / ✓ k ,7+. R �....•.t, t <br /> ............ .... .......... . , . ,: . <br /> . ' __._..�_. }.' <br /> ; ...,.,.. .. . ... j ___._..�.�...._'___,_._..�_..�___.____.._.,.........,_. <br /> : ....Q._. ....... . _..,.._........ _...,_......., � j s_: ,: �•'y _ _ .. ,,,,,,__,. .__..__.._..............._ _ ......_„__.,......,I ti,✓ ..r'"� r^'�� /�\ <br /> I :.,. ._...._.._..... . �_.� ... : - ,�.^ <br /> ,...... ,.,�y........,...„' ...�.�,..... .........j,,,..., ._...,,. ._.... .... . ._.........._ ( E P*. iFa� :qbr s;S .L�z< '3 �.,... �✓ J��::�• Y ���� ,✓ r''�• ✓ � !' .�',.✓' � <br /> , ..w..m ..,.. . � . , ( '� - <br /> i. <br /> ✓� <br /> . . ': � ...,_,.._,.:�. ...:..............,.,,...,......,�...�.._..... ' e. <br /> , �. ____...__ ___� ___.__ _.__e� � � �� � � .�� �, , �� ., , �� ,. `�:, �''� ,,- �, NTS TO BE <br /> , <br /> � � f , , � _ ___ _.__ �_ �...___._.___ _._._.-. ���fF., , ,. .. B. WITH THE EXCEPTION OF KEYED J01 <br /> __._ __.. ____ _�....___.________ , ,` �, . , <br /> � ` � . t ;;: , ;( ,�j <br /> _.___ _ _._____ . ___._� _ �_...._.___________ �..____.__�__ __._. <br /> ....... . . ......... ..,,,,,.,..(...,..,..... . ,...... _... ..,... . .._.._........ ,,..,.............,_...... ..... k e; ; t € `i �4`.+i . i 3 . ..._. �.., I <br /> r : . ....... ......._..... . ..... ............. . `� <br /> i <br /> _ ._ ... .._._,d.. . � . .. __._, . o REMOVED FROM ADJACENT SLABS SAWCUTTING <br /> i _. ____.. , ....___ _ �_.___. : _ __.___. __ ._. �.._...__� �� <br /> - .W...,...,...._._...............__ ., . ...._._.r E <br /> ( ..- ..� �-W- �........_ __._�..,__,....,„,„..., ^' 1 <br /> � � S i � � � � � . v�� . . `v <br /> � ,� � a. � N SHALL NOT PENETRATE ADJACENT SLABS TO <br /> N 2 ° � `} ,° � , o0 00 � <br /> , <br /> C� � ' `' �' � i t, � o o • <br /> _... _. ___ �....... _ ..,...... ...__ __._ <br /> _.. — __.. ; � _ ..� `, <br /> ___ I tt � � `t � O O 0 <br /> � _� } � 1 0 � � ` � �� � € �° > r ' � <br /> � I ; � � � � ` � � � ,� �� r ' f� i C. PAVEMENT REMOVAL AREAS SURROUNDED BY <br /> � F ,c <br /> � I � . ( ..,.., ��4. � 3 � ii � n f F% �`,� j.�. ..,f�\.!� t��`,. f, ,x ,..� .,Y% f�4\ �-.., � <br /> � , 3 ; �"` � � , � ' _ _ ;� ��z l', ° p , , F� PAVEMENT TO REMAIN BY WHAT EVER MEANS <br /> 45 231 45 533 � , �> � t� ` �� �` ;�'� '� � ' , c� NECESSARY, WHICH MAY INCLUDE. <br /> � � � � � ���'� �� i ' 'f � . <br /> ' ` � -TWIN SAWCUTS. FIRST RELIEF CUT <br /> � o � � ; �� � � ` � ; �` ' � o <br /> o ; � ; � � � i s <br /> ,�, ; ; ��� �, � � o 0 0 0 �� � w APPROXIMATELY 12 INCHES INSIDE THE <br /> ��. . , <br /> � � � � I � � �� `, � ° ° � �� MOVED. FOLLOWED BY A <br /> � ��� `�' PANEL TO BE RE <br /> � j j( �. �, ��. <br /> � � € �}� � � § � r �� � � < � ti'��.�� r ,�, r�k f w <br /> o � SECOND CUT ALONG THE JOINT AFTER <br /> , , ; <br /> ,�, : : � ���, � � ; a � �� :- z BREAKING, CHIPPING AND REMOVING <br /> , , � <br /> z � ; , , ;, � i , � � , � <br /> , , � , z q ; o � � z <br /> � <br /> — <br /> = i <br /> J i } � , . <br /> � v <br /> . ; . ',,. `, . ` ,.,. _`...,. <br /> `.,, ',, ,., ' <br /> � �� ' INTERIOR CONCRETE <br /> = o E 3 i t 4 0 <br /> _ f <br /> a <br /> � � ° �� �--� Q -LIFT-OUT METHOD. CUT A SINGLEFULL <br /> � i f � f { ` ; �-3 6 ° ° 000000g <br /> : . <br /> � . � � � _ __ { <br /> Q ; O ° ��; , , ; '} ;, � 8 I � _ _ __. _... __ ___ �._ �._�_____ ___ _ _ ___. _ _ _ _ � DEPTH SAW CUT FOLLOWED BY THE <br /> � � <br /> , <br /> , �. <br /> � ' o ' ' ;: '_ _.._. .. _.a ._ _�_.. _o� . _..._. _... . _.. _. ; a ._...._ __ �::. � �� Kv:� _� <br /> � � � <br /> I _....._.__._ .... i I i , : ......... . � .,- ,,, � . , „ ,;... <br /> . .J ; } . ._ ; . . . ._.........;,_� ..._........... ...,._........_._ .... .. ......... � v,,.._. ,._...___. �._......._............ <br /> ; , <br /> , ,, ,. _ _._._ ;_____ ,� _._ _.. _.,� _ ______._ ___..,� __� ._W _ ;; __. ___ � ._: ,_.___�___ �,�__...___._... ,� .. .._... _._ _._ 0F SECURE LIFTING ANCHORS <br /> � 45-204 _ o � ;i ; ; ; , PLACEMENT <br /> 00 0 �� 45 202 � � � _ _ <br /> f �� ���� � <br /> � ` �o�� � �, � � I,; � , � ��� TO LIFT THE PANEL SECTION OUT. <br /> o � � ; f �1 <br /> ; <br /> , <br /> �-; ; <br /> , <br /> � :� � <br /> � ,' �` �° o ; '� f` '' � i ! -OTHER APPROVED REMOVAL METHODS. <br /> � �'= i ' � <br /> : ;, � ; ; ; <br /> ; , <br /> f# D <br /> ,- ; F-�.--�����.�.�,�_.�.,�� � <br /> _�� _„ �� � j EI � . ANY STRIPING AND <br /> ; �, t; <br /> �' INCIDENTAL TO CONCRETE PANEL REMOVAL. <br /> :_ _____ � a � � _m € 216 � � <br /> � , : <br /> 3 <br /> , � � <br /> , ���� � . r� � , ��� 215 <br /> , <br /> ; ; < < ; , 3 � <br /> . <br /> E. <br /> � : <br /> � <br /> ; <br /> � <br /> , � f r � �� � j � �----- _� � o a I <br /> f � = o ; E ; � '; ? ' : j � � a o � ; � SEE MECHANICAL AND ELECTRICAL PLANS FOR <br /> r t = 2 <br /> � _. � � <br /> � � � fi � ���, � i _ � � ; ' �' REMOVAL OF FORWARD HARDSTAND AND UTILITY <br /> �` o a ,� � � � � ,--- --- � 4 0 <br /> f,, ; 0 3 k ;f ; f , 3 ; , � � � � �� EXTENSIONS AND CONNECTION TO RELOCATED <br /> ; , o�� ,% i f ; ; ? � HARDSTAND. <br /> ; ; ; <br /> _ � � , f <br /> _ <br /> � ' <br /> �'' ;'' E' r ; ° ' � � � i �,.,�' ,' � � � j �_._ t __ ! ; ' o E � 45-YD-C220-16 45-YD-0500 � <br /> ; � ; <br /> �,, <br /> , ; <br /> f <br /> � <br /> , . � _.� � __ � _ <br /> __ _._�. 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I <br /> t <br /> ; �, ; <br /> ,_ , _ , � , _ <br /> � � � ; ; <br /> , � <br /> ���, _.... � -- -- _� __ —_ _� __ _— —_ —_ _� -- -- <br /> � __ _ �._ <br /> �........... __..._.,_.... ^` � <br /> � a � � � _ <br /> ,._ � .. <br /> .._.. 1 �� � <br /> __._...... <br /> MATCHLINE - SEE DWG 45-YD-C220-21 � <br /> OF�MAN SCALE: NONE <br /> " � ' " E E R s ISSUED FOR PERMIT 40 20 0 20 40 80 0 <br /> ��R��� � � ��� 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 ; <br /> SCALE: � �� = 4�� I V ph 206.623.0717�fax 206.624.3775 ' <br /> coffman.com � <br /> SCALE: 1 :40 � <br /> LASTING creativiry�results�relationships <br /> DRAWN DATE SUBTITLE CURRENT�1��IOON788 SYMBOL � DATE 12.13.16 � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O� L. ACCEPTABILITY CHECKEpSON PAVING PLAN - REMOVAL � <br /> 1CJ oF wAsh THIS DESIGN AND/OR <br /> A ADDED LIGHT STANDARDS & BARRIER IN STALL 110 W1780788 JMP BAO 03.21.14 � .�w _ -.. r SPECIFICATION IS APPROVED SHEEf c <br /> B FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 W4535737 CEI AH 12.13.16 BOE,��� � �� �` APPROVED BY DEPT. DATE ENGINEER TITLE FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 C220 16 R \ <br /> K <br /> CHECKED � <br /> SITE 45—YD c <br /> �, q5,q5g � �� APPROVED JOB N0. COMP N0. � <br /> �GISTER� � <br /> ��SSroNALE�'��� APPROVED CIVIL MASTER EVERETT, Wq °wc No. 45-YD-C220-16R <br /> _. _ _ _ _ _ <br /> .�,. ,.�, _ �.�._. . _ .-- ____ <br /> .._ .._. ... . . . �j�;�i'?)`)��,15.. ... . _... .. .. ._.. _ . ... _. ... ._.. .... . /DADCD �"i�Ai':� " C. .. Vi'. � '�"1!!' <br /> I � <br />