|
�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 />
|