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�EGEND <br /> MATCHLINE - SEE DWG 45-YD-C220-08 tl ; , f � r __ -- -- -- -- (- -I CONCRETE REINFORCED AND NON <br /> —— —— .-.,..r. —�——�—��—r;---———T , — — � �._-��:,._-.�—_.�-�� <br /> �— .. <br /> . <br /> i <br /> . <br /> —,— —r �; � ;, � •.. ; � ,,__ - r � <br /> .�-.�_. � , <br /> . .;. . . . . , .. , r'= ; ' ' � , , ` 1 ;`' �t i 1"..,.� ,...., : r�y <br /> , . .,;. . . . . .;s. . . .... ':_ , , ' : ; ; ; ' , / �f- % <br /> , ,.. ', j ,.� � ,.. . : E .; .. , : I 3 ; f � , / �Y I I <br /> ;.. _ : :, , : ., ; a,.t .. .;: .. . . s;� . . � '��..,., . .,. :" i� s : : � i � � I : i� i� : : ! � � ' t ; ; 3 : . '� f :°°�v /� . - .'�', � A L <br /> . . ..:. .. �,.;;. . . ..,. ..� .,, :� ; ; , E � ; � ' � , �/ REINFORCED) PAVEMENT REMOV <br /> , . �.. . . . -___�_� � � 3 j i ; � �/ �, <br /> � s s` <br /> , i <br /> . . . . .. . ��� a i � i � _ � <br /> .a� �. ,,, O 3 ; > I , € � �.'� <br /> ,> , � <br /> �.. r � _._.�:_� f�^�..1,:� � �` <br /> h \� <br /> . . �.��o ,.� <br /> �_ . . �. .� <br /> � �� � � <br /> �x . - <br /> . �4� f, <br /> �. . ��,,.�� i <br /> � _ <br /> . . . . . . <br /> . . . . . . . . � <br /> r �� . <br /> � . . ..'.'.' . . '. .. .'.'• `�;� ,�` <br /> { i <br /> � } � <br /> I <br /> _ . , , -.�..� � � 3 �� � �� ,� I <br /> _ :>�, - .: . . ..... ...�.... . . . . . / � �� ..���/`�j ; ' ; I .e f j 3 � r I '�` ' j I <br /> ,. #p j ( <br /> � � y� �._.�i'../...` i�(/ i � d � E 1 { � j J � � f ��,,�`ti � fl <br /> � � j � j , ttt � ; � <br /> . ,. „ � 6,� ; , ; € i E , ; € < < ; , f tr <br /> � a � ��� � i � � � � � i � 1 ' i � ���` / `f ' <br /> ; / <br /> • � � ` _ _�,r • • � �-!._ ._ s:...�.,.._(,_,..,...,,_ . ..._... _ ' ......._e...-.-.-,__ � � 3 i ! t � € � ( j / � <br /> � 3 <br /> rv.___. � �- �.__, �_.__.� � _ [ <br /> � � <br /> � _ , , -K-�a-_�.�.v� i <br /> , <br /> . - _ <br /> € � �(F <br /> � ,� � ( , . —� __ ` �- <br /> �. �f 1 i � . ; E <br /> _ . w �`, .�:� '3 ' i � ' I - _ , . _... .. <br /> 3 . _ ; .. ._, ,_ .'U� <br /> i � T <br /> • .. ., ... . ... ... , .. . ' . € ( . ( e <br /> . _ M. __ �, s. � I ; ' —; �� �_ _;_ , �� <br /> � � _ _ _ _ ___ � { q j f € ��,�` � <br /> �pip ' --T" . ....,.._... i 3 4�x � 1 � t 3 � � � 3 V� ��� � w� �- j E 4 � [' . ��� { � �%��{, � , � G E N E R A� N 0 T E S <br /> (k i oio o'o.o 0 0; �� `v 3 � � i � 1 � I j � � � ( � � 1 � ��� 1( <br /> . ( � ' ( <br /> ; , ; � � ; <br /> , ° j � <br /> : • ,: `�; � ; I :_ , ; � < < 4 , ` { � i i � � � � � � 1 � ! � <br /> ,.. �...f r � : : � ` : � .. <br /> : � <br /> � '� ` _; �� �� � � � ! � � � ' : � � � ;��`� � �� I 1 . PROTECT ALL EXISTING SURFACE FEATURES TO <br /> , , , , <br /> � ' �� '; � ; , ; ` �- r ; <br /> � ' '�' � �J � � � I INCLUDING BUT NOT LIMITED TO STRIPING, <br /> _ , , � . � �', ,, ` <br /> I \\ REMA , <br /> � � �3 .n..�� __ � ` J' '�;% <br /> v VALVE BOXES, FIRE HYDRANTS AND SPRAY <br /> - �r"� � f � 3 ; _ � 3 ; ( � NOZZLES, HAND HOLES, LIGHT POLES, <br /> ' ` � ....... ,_ ;` . ; }[� � � : � 1 i � I I �E j ! ' � ' � ; �'� i i i �','�, ,r� �� '`, <br /> J, i ;;� t 3 � { € . � I � ' E ) E ' F �j � f ' � � '..J�. f�/ I i�` 7 <br /> � ' ; � � , , j I � � ! ' � , � t ; � j ��,� ,� , , MANHOLES/INLETS UT►LITY BOXES, TIE DOWNS, <br /> �.., t � <br /> , ____ <br /> � � ; ; _ ; < �__-� _�--�_ r __ �.._�� -�----� �. _#� �_ i _ _ � � � � � � � <� , R K. <br /> . � -�- - -z ' _�..._._..�_ � R TO WO <br /> € < < ; f ; ; , : � � , - � __�..__ � __E___;__�.�..�_ _ __ ;;� ,,,;,> AND EQ IPMENT PR10 <br /> ; ; € ,� <br /> , € Jj (j / / <br /> ¢ '. r j : . ' �.f � I � 3 S � 3 � # ! f f/ �f t J� <br /> ��. ' 3 <br /> . i � , j �: „r i � j F._._.� r _ �� 1��. <br /> _. .._ _ , <br /> I _ : ' x � � < � � f � � � ( �_ �- ' // l f I i <br /> ; ; 1 ; <br /> ; ,t <br /> � � i I 3 E I ( � � � ` � <br /> �:000000000 ', _..._... i : � s � � � � ; � ` I � 1 � <br /> € : � i � � ? . t ; � `' , � < �� i I� s l <br /> � S S S . �. .o .o. . , __s.� . ��.._.: � ; ; , � / ;;:, <br /> 2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br /> ..,.�: �; �x � � , <br /> � ......._ ._._ : . .1 <br /> �� �� _ __ o o �� �-� � , , <.�;� % ;%� ON PLANS AND PROFILES ARE BASED ON SURVEY � <br /> o � __ _ � � �� �� <br /> ( DATA, GPR SURVEY, AND RECORD DRAWINGS AND <br /> o � u � : � � � � <br /> � � , �� <br /> ; ; ; , ; <br /> , ,. , , <br /> � � f`� ' � I � � �� � ; ��� , ; ; , ; , ;� �' .,,, <br /> '� :� � � ��� ; � ; ; ; ; ? , <br /> QQ._ � oQQ _ o a. � : <br /> ATIO <br /> ,;w �� � __ ;; � 3 ; ; ; � , : ,, , ,;�,, ,, ,, ARE THE BEST AVAILABLE IN <br /> , .. � � . <br /> ;: �..:, � � �� <br /> _.. �. . r.,a; �� �ti�,�,� � � :;.,, , �: . : ; � a ' � � � i � <br /> _. , ; ; � � � <br /> � <br /> , ; , , <br /> TRACTOR <br /> _ <br /> � � ; � <br /> I <br /> TIME OF PLANS PRODUCTION THE CON <br /> ; �ono�o�o>o � "T ,� � �ro 0 0�0 0 0 0 0,0;0 0 0�0��0;0�0 0�;0�0. �� � � ; ��; :,� ;�" ;' TILITIES PRIOR TO THE <br /> � 114 <br /> �x �x ; :.: �i ...�.__..-� r <br /> .�.._..�_. . ........,. � . ..__..._ ,. ,.,. ..,.. z ,-. - ,�_ o 0 0 0 0 0 0,0 'o �i.�l i <br /> ( ; �,,. a��mzco�o��� . . ........ ...... ;c-�io o;�jo-o,r�,o€o�.r�",o;o 0 0�o�o`"t:� o�oa.��o.o '�.��..o o.� o>.o� ` ,,,;` 'o' '�.t � '� <br /> � � ; �`� , ;� _.___ _ ���� x' ; ����� ; i l � ; ° � ; ��� � ; ; � ' , , ��;;' f ��' START OF �DEMOLT ON�WORK. � <br /> I <br /> __ � � � � � � � <br /> _ � �� , , <br /> � � , � 3 <br /> _ , <br /> _ _ __ . , � ;, i <br /> ; � �., <br /> ; <br /> , , <br /> . ..._. _�.. . _�.... ._...,.� _.__ �. . _ ' ` _ E . � / <br /> � � # i � : r � � ; t i ( - �- � O <br /> . ' . : � I � i k ' � s � . �...�, !t{ j <br /> � � _ _,.......�_. / /� (� � <br /> O oo O o o � i . 'f /� � <br /> o � o ;�� ___ . , ; j ; 3. SOIL, REMEDIATION MAY BE REQUIRED. CONTACT <br /> ❑ �❑ � ,� .� �_._ �� ��� � � �� � ��� BOEWG EHS, AL SUGINO PRIOR TO EXCAVATION OF <br /> � �, d �_ , ; ; ; 3 ��, z BGRADE. <br /> � � �o p.. � ; l � ; 1 i � i__�y �, , ; � � i S U <br /> I � _____� i`'s � ; � I ' ` ��i� ` ' � `�'� <br /> � � <br /> � ,a. � � ,,, i � t i � � ` �� i � �/ o <br /> ' ��' � S � � E ( C I / / ` l,,� �� <br /> �( � � I ; � � i ' � ( #/ i } � ` � <br /> , � _....__._ ;� 3 -� --- r���, �--�-- � -�--- � �.__�._� � ,_�_� �� ��l' 4. RDINATE ALL UTILITY SHUT DOWNS WITH <br /> :, . � �; E , : € , ; t ; �^ -�r�--r-�-/ I ,�i <br /> � �_�_� � s��t F <br /> BOEING FACILITIES PRIOR TO EXCAVATION <br /> � _� � �� � � � i j , � i � � i E ' � � ' ,✓ �1 '' . <br /> __, <br /> C00 <br /> € , � ;/�� , � <br /> t � t� E f � I f f � � � � � / j � <br /> - . .._......._�_. ''' � - i . � . i , � � # i I � � � � �;' ��� �� �f <br /> a � , <br /> z ,,. > <br /> .� . . . '� ' ' � �� <br /> � < � <br /> , ; �� <br /> . ,_.. _., : :� . <br /> �_., _ _.., . <br /> ,�_ �f i <br /> I i_�_, I <br /> � r� <br /> t � �� � � <br /> I ` ' '` � �� . � <br /> �.,, <br /> �-; ; ; � 3 , ; ; ;f CONSTRUCTON NOTE <br /> � 0 �' � % <br /> , . _ <br /> , ; ;� ' , ; ,; <br /> ; ..__,_. .� ioyoe�""1,.',io;.o c7 0 0 � o�o o,c� o�.o�'�,o o��ro.o { i ` • <br /> o ' ` ' `� � �_� �€�� � � � � ��`_ ����'�� i ���' �%f' I`�J %'/o A CONCRETE PANELS TO BE REMOVED SHALL <br /> � ; <br /> 1 CONCRETE PANEL REMOV � <br /> , :0 � <br /> �� 3 <br /> . . ._�.. � : . <br /> � <br /> ' ` � �� °�� ,� ' ` ' ; ; �/ ����'J1 ,;� BE CUT FULL DEPTH. <br /> � <br /> : <br /> ; � <br /> � � <br /> , <br /> . , � <br /> , , . <br /> � � � ��� o <br /> ._ ...� � : � ; 3 �_.� _� � ,�� � <br /> . ,. �0 ___...__ _� <br /> a_ w <br /> � --- g S TO <br /> i,, <br /> _ ; ; <br /> � <br /> : � , . WI <br /> TH THE EXCEPTION OF KEYED JOINT <br /> � 45-291 �� � <br /> 45-28� �� ;. _ _-- �- , �__..W___.._._..� ..� .�..__�_.�.______....�. .__.. <br /> � -- � � ;` o BE REMOVED FROM ADJACENT SLABS, <br /> 0 0 — _.. ,. <br /> � ,. ���� ' � <br /> 0 0 � � __.___ �_ � �... T A <br /> - � >>� �' ,-� ° N SAWCUTTING SHALL NOT PENE R TE <br /> 1 . ` � � �� �� � , �- �, �-r-- _��� _ _� ______ � 'r ,� � ° i' ADJACENT SLABS TO REMAIN. <br /> C RGER �" � <br /> ��� <br /> — . , ` ,..__ ___ � '�. ,.4. '� /� � � <br /> `. `. : .� � a� ,� { �. �-�;.�� _...mA .� . ..�........ _.�,�. �� � ' <br /> ¢ ' � <br /> �� �E r <br /> �� , -z �. l., �_,� C �:( L� f�� <br /> _� _ ,.. ,_ . . __� ____�� �Y° ` �- ��_--_; <br /> 4 �' � � �� . PAVEMENT REMOVAL AREAS SURROUNDED B <br /> �o ;Z��',°;� ;�- �, � ,' ,;` o � <br /> I I � , ; � �� �� � �r,l � ,> ,�� , � PAVEMENT TO REMAIN BY WHAT EVER MEANS <br /> - r- i , ; ; ; ��' ' ��,%� �� � �': ,"'� J % ;r � � c� NECESSARY, WHICH MAY INCLUDE: <br /> � � ' I . � � � .,b �:..��.J. �� �� E .{.f ,�...L.L, t� E �, //�� f} .4 � / 0 <br /> � , ? ; �, � a ,�'°' -TWIN SAWCUTS. FIRST RELIEF CUT <br /> �:. �- ,�--- v._; _ _ 1 � <br /> '�' APPROXIMATELY 12 INCHES INSIDE THE <br /> —� � _.. e e � �' �� � ; '�'7( ,� // f`'` W <br /> � � � ' ' � � ''� ' � � ` ,� � �' PANEL TO BE REMOVED. FOLLOWED BY A <br /> � °' ° � ;;�.--^ � E �` � ,x� ���' '�J/ I � SECOND CUT ALONG THE JOINT AFTER <br /> �� o� � �; o 0 <br /> 2 ' � � �' MOVI G THE <br /> , � o 0 0 0 0 ° `�--- � � �� , _ � '� � AN RE N <br /> t " z BREAKING, CHIPPING D <br /> 00 ; o � I� � � <br /> �° 1��� ; � 3 , <br /> o . �.._�o _ __.__, _ . _ � ____ ____ _ . _- __ __ o=o 0 0 ' - l � , ;� �;,�" ,��� z INTERIOR CONCRETE. <br /> ,' ,. <br /> � ` ,� � ��� � -� � �'�° �� � _ 'j �'� • 1�° � -LIF-(-OUT METHOD. CUT A SINGLEFULL <br /> r _._�., o , o0000 �� a ��� <br /> - �� � � � � �,, ., Q <br /> ` € ` 3 � ,.", <br /> __ � � � <br /> � : � � � ,. <br /> ; �� ; � � � DEPTH SAW CUT FOLLOWED BY THE <br /> � � ; � , <br /> �� � ,� �� <br /> v j , <br /> � � ' �_.�,� ���,.,. �-� r---- ��_ � �`� <br /> ; � <br /> __ +._ .�. '_. ...— __ ._...__ ____ __ _ _. � ; i = s $�� � ," � <br /> I � �, �� , , <br /> _ _� <br /> � PLACEMENT OF SECURE LIF-fING ANCHORS <br /> � ; � t�� --����������,� � f ,� TO LIFT THE PANEL SECTION OUT. <br /> i � ��.. E � `��.�_;�..:u � � t; � �' <br /> -OTHER APPROVED REMOVAL METHODS. <br /> � � � � � � ��� � ����� � D. ANY STRIPING AND BOLLARD REMOVAL IS <br /> ��� z�� �,r . � � _� f � � �'� � , <br /> ! � , , � <br /> ������� - ` � L M OVAL <br /> - _- - _ ' ' ' � ` ` INCIDENTAL TO CONCRETE PANE RE <br /> _ ___ _._ _ � t � <br /> _. : � � �..--___,,_...� € � � , <br /> ; 3 , <br /> , ; ; � �: <br /> . , �. <br /> , <br /> �,., <br /> — __ _ _ ( 00000 ��o _ f,. <br /> J„ , <br /> , <br /> , <br /> � _ ,_ _.. , <br /> �, �. <br /> ' I <br /> ._. �_ , , �� ��: I <br /> , ��_ . <br /> �� � � r=� � � <br /> � _ _ �_ � ,� , . <br /> _�__ _ __ .��_ __ . �� ; i�� = �° �� �� � 2 SEE MECHANICAL AND ELECTRICAL PLANS FOR <br /> � , <br /> f= REMOVAL OF FORWARD HARDSTAND AND UTILIIY <br /> � . � ; , � . <br /> � ; � � � , ; EXTENSIONS AND CONNECTION TO RELOCATED <br /> �� _ ; <br /> � � _: �������� � ,��; ; )�� � HARDSTAND. <br /> l <br /> �� � <br /> � 'wis .- � . ..... ......... ........ .. f <br /> , ,.;'rM.:. . . .... . . . . __... <br /> „„ . '^J <br /> �.� .. <br /> . .�p ��.�:"`.. . L(� � .. <br /> �� � <br /> „,:; .p,,. ', � I <br /> I .... ... ' •�:� �. � �Q • � � <br /> mm c 3 . <br /> � ' ,�..� , .. �� � . � f . <br /> : <br /> ,,, < � � ; <br /> �� < I <br /> ���„�.._.. � _– i, ; <br /> --�� �:, 000 f <br /> �O <br /> O <br /> ° 8 g 113 -o <br /> °� ��° <br /> 0 <br /> � <br /> ,� �� c <br /> � �-767 �� ;` o0 0� <br /> �, � � _ � � ._. -�_ <br /> , <br /> � � � <br /> , - � � i� , � � � <br /> E ` � <br /> ° � f 02 � 03J� � 04 05 <br /> , ����� � o a� <br /> t ��� � <br /> � : <br /> __ � <br /> , _;_ 4 <br /> E _ , _._..� _ �.� __ � � <br /> , _._ ____ <br /> I ' ' �� � <br /> � 45-9 os �� 07�� � -� 08. a os <br /> 00 <br /> �_ _ _._ . <br /> _ , r , <br /> � __ ____ __. ,� � <br /> r <br /> _ � � o ;� ;�� ,'` ❑ 10 m �11 � 12 13 14 <br /> _ __ _ _ <.z ,. <br /> _ __ _ _ <br /> : ; , <br /> �_, ; o <br /> ; o0 <br /> .o <br /> 0 0 ` ;" a �J <br /> - o <br /> -- _ _ <br /> � __ � .. <br /> , - �_ __�_. .__ _____ <br /> .. __. _._. _. .._____ � <br /> � , � 15 16?� ' 17 �� � <br /> I ° E �= <br /> ` � �� " 20 � 21 � 22 � 23. 24 25 <br /> � � , � � � _ ooa � �� <br /> . .. <br /> _ ___ _ __ ti <br /> ,� <br /> �� __ _¢ . o o �-. <br /> , � . , <br /> ; ,, 2s ,. . ,_—�2� � 2s <br /> � ` <br /> .�..� _ (V � ! -a `_ <br /> I �� ` I �� �� <br /> � ��.�., � � �; _�29� - - �30 <br /> � � <br /> , � <br /> � <br /> Ln <br /> d' -- -- -- -- -- -- -- -- -- -- -- -- -- K EY P �AN � I <br /> -- --` MATCHLINE - SEE DWG 45-YD-C220-17 SCALE: NONE I v <br /> ISSUED FOR PERMIT 40 20 0 2° 4° 8° � <br /> PART A� P �AN � I « <br /> SCALE: 1 " = 40' I v SCALE: 1 :40 « <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O� L. ACCEPTABILIlY J. PEARSON W4535737 C �Z.13.16 � <br /> ti� oF WAS�, THIS DESIGN AND/OR CHECKED PAVING PLAN - REMOVAL SHEEi � <br /> - NEDC - RECORD DRAWINGS 11347705 DLR GRP 10.25.13 y �w ; -, SPECIFICATION IS APPROVED <br /> BOE,��� N�� ��' ` CHECKED TITLE FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 C220- 12 R � <br /> A ADDED BARRIER REELS , STANCHIONS & POSTS W2194563 JMP BAO 02.20.14 Q�' ,F� � APPROVED BY DEPT. DATE <br /> c � <br /> B REMOVED EAST BARRIER REEL IN 114 W2194563 JMP BAO 05.01.14 -� JITE 45 YD <br /> 45458 4� APPROVED � JOB N0. COMP N0. Q <br /> C FLIGHTLINE 777X STALL MODIFICATIONS - PHASE 1 W4535737 CEI AH 12.13.16 � <br /> ��G/STFR�� � a <br /> ��SSIo�rALE����' APPROVED CIVIL MASTER EVERETT, Wq °wc No. 45-YD-C220-12R <br /> i�i)1'�1`1(11i' _. I��nnrr .,;,t-� -- _�m.��»ni <br />