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MATCHLINE - SEE DWG 45-YD-C220-11
<br /> � -- -- - -�� ;�_ v - -- -- -- -- -- - - - - - -- -- - - LEGEND
<br /> I � - 3 ° ° � o-
<br /> 0 X 7005 C-3.5 � `b ° ° ,
<br /> � 7004 C-3.5 \ U / o o ° ❑ =a N P.C.C.* PAVEMENT PANEL
<br /> 1 � 7aos oc-3.2 �\ o 0 1 i 5��...� .;
<br /> � ° o C'7 � ,�� (8" UNLESS OTHERWISE INDICATED)
<br /> -_ 7008 C-3.3 ry � � O �� � � �-INDICATES THICKNESS IF OTHER THAN 8" INCHE
<br /> � �
<br /> --ew- - �--. � � ���..w..�..n..:.r. � )
<br /> 7011 C°3.9 . � • ° � 0 26090 -X. 2»A � � E
<br /> X 26 91 c-�. � 0 3»�W i o � - � �EINFORCED P.C.C. PAVEMENT PANEL
<br /> 7a�o c-3.s ' _ 4„A 2sos c-x.x d' � NDICATES PANEL THICKNESS (INCHES)
<br /> CAPS T`�F'. A - A A - q �
<br /> I x ¢ - -- ---- -8"W� q ---- - W - A --- - A -- CW- - - - _ q �� 4"A
<br /> I W - - A -
<br /> �° � , , � A - - A --M� a ---- ,� P.C.C. TRANSITION PAVEMENT PANEL
<br /> o � MATCH THICKNESSES TO THAT OF
<br /> x I
<br /> ADJACENT PANELS.
<br /> 7012 C-3.3 0
<br /> � 7013 C-3.2 ( CAPS TYP. 2 7019 G-3.6 � � LIMITS OF P.C.C. PAVEMENT WORK
<br /> � x o _ ���29337 -287-33 � * P.C.C. = PORTLAND CEMENT CONCRETE
<br /> Q 7015 C-3.1 __ _ _
<br /> �a�4 c-3.2 3� o
<br /> x AIR RELEASE & AIR
<br /> BLOW-OFF VALVE PIT 7016 C-3.1 ��_Z�� + I� �
<br /> (
<br /> � N337,101, E 1285250
<br /> ' � 45-223 � ° �
<br /> _ � � o 0
<br /> � GENERAL NOTES
<br /> ° ° � � 1 . PROTECT ALL EXISTING SURFACE FEATURES TO
<br /> 00 � _ O
<br /> � � _ 111 REMAIN, INCLUDING BUT NOT LIMITED TO
<br /> � ° STRIPING, VALVE BOXES,
<br /> FIRE HYDRANTS AND
<br /> � -X X X X X X X SPRAY NOZZLES, HAND HOLES, LIGHT POLES,
<br /> I o = 8 +
<br /> I X -I
<br /> _ � � � X x �� � � � � � � � � � � � 1 MANHOLES INLETS UTILITY BOXES TIE DOWNS
<br /> - A _?A A _ _ _ 45-28 � � / , , ,
<br /> „ c� _� _ _ � �
<br /> X ` �"'�- -- � o AND EQUIPMENT PRIOR TO WORK.
<br /> i
<br /> I I ¢ � � � a/ 2. EXISTING UNDERGROUND UTILITY FEATURES
<br /> �x � N o � �Q X 1 SHOWN ON PLANS AND PROFILES ARE BASED
<br /> � � 0 N S U RVEY DATA,
<br /> GPR SURVEY, AND RECORD
<br /> x
<br /> �I t P ° o 0 0 0 � �� DRAWINGS AND ARE THE BEST AVAILABLE
<br /> I
<br /> X PRODUCTION. ATHE CONTR A�CTOR SHALL FIELD
<br /> I X R ; e ► � � i I LOCATE ALL UTILITIES PRIOR TO THE START OF
<br /> � o x � DEMOLITION WORK.
<br /> `�' •. • .� � .� ,�, ,,,,
<br /> »
<br /> s `'� ra r� .�c a�• rac ay � I�
<br /> I �
<br /> N x o � � �, � 0 3. COORDINATE ALL UTILITY SHUT DOWNS WITH
<br /> 201 � N
<br /> j� 3 s c-3. o 0 0 o Q v BOEING FACILITIES PRIOR TO EXCAVATION.
<br /> � 2500 C-3.1 , o 0 0 o P I
<br /> � I'� o ° ° I� 4. REFER TO SHEETS C529 AND C530 FOR
<br /> x � PAVING SECTIONS AND DETAILS.
<br /> � 4�-231 45-533 F
<br /> oX ' o a �
<br /> �
<br /> �w 2500 C-3.0 = o 0
<br /> X �
<br /> c/) o o c o �w
<br /> I I CW o o b � �
<br /> w 373 - .9 = � ° 732 C�- .7
<br /> X � � � � �ONSTRUCTION NOTES
<br /> _ - � _ o o ° � `�' `-3' � \ 6 W � 1 REPLACE CONCRETE PANEL IN KI
<br /> f-v- _ __- 4 J�� 800 � ND.
<br /> 0 00
<br /> a 400 .3 � g g � X o- c=.>
<br /> � I -4.2 _ - � ,� ,,, � Q 2 INSTALL BOLLARDS PER DETAIL 1 C521 . SEE
<br /> � °� o _ 4� _2.2 45-202 � a X X X X x_ X X � � � ,� � � � C> /
<br /> � „ 4111 3.9 _ � o X SHEET M558-2 AND E526-29 FOR BOLLARDS
<br /> � �.
<br /> �� 4o2i c-4.g ° LOCATION
<br /> �. 4022 C 4.8
<br /> - -- � � �`�� 4� 4 C-4.3 a 3� HARDSTAND POINT COORDINATES CORRESPONDING
<br /> 4012 C-3.9 � 40 - .3 - - - -�W � � � a .
<br /> � �a� c-4.3 4023 C-4.7 �\ _ __ ___ __ TO REFERENCE POINT ON DEfAILS 1/M558-2 AND
<br /> 6"A
<br /> g a 215 ncw � ` A ' 1/E526-29.
<br /> I
<br /> 401 C-4.3 o C-4.0 0 "
<br /> a 40 6 C-3.8
<br /> 2,� �cw --`�„� NI -- -�A1 cW„A -- A o Q 4�' INSTALL 15 THICK UNREINFORCED CONCRETE
<br /> � ° Q PAVEMENT WHERE INDICATED. PROVIDE DOWELS A
<br /> 40 1 C-4.3 ! 1 ��2� ° � � � MID-SLAB OF ADJACENT PANELS. TRANSITION
<br /> ( 40 2 C-4.2 ° �Q� � � PAVEMENT PER DETAIL 10/C529.
<br /> k 4 � C-4.3 "'� A'
<br /> � U QN
<br /> � ' � � INSTALL EXPANSION JOINT PER DETAIL 3/C530
<br /> � ` ° ' ¢ WHERE NEW PAVEMENT MEETS WITH EXISTING
<br /> � . e
<br /> STRUCTURES.
<br /> o� 015 C-4.5 0 . . � . � _ 2"CW CW � -
<br /> A ---- A -- � I
<br /> 016 C-4.2 ` + 2„A- A - - _ �
<br /> I �
<br /> Q 17 C-4.5 ' , '• <t o ' 1
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<br /> o O � � � � ( 06 e� 07=- -� 08. 09
<br /> I
<br /> 1 , '
<br /> ,�f z yEW MPgESSED � 12 13 14
<br /> Q n `+ AIR D WATER 10 0 11 � � I�
<br /> , o� o
<br /> ( �� r- RJ13 RJ,z F2J13 RJ13 RJ„ � ,
<br /> t
<br /> ° + I 3�j N: 336487.7082'' � �
<br /> Q 15 16� 17 18 i19
<br /> � E: 1285881 .9048 q. 4 g N! L��
<br /> C�7 � .
<br /> � �/2yA • . . .
<br /> 2 �, 4 C- '` � ' "A '-I 20 � 21 � 22 � 23� 24 25
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<br /> --- q ��`� A ---- A � � ,1 1 � � ��} �
<br /> � ' ------
<br /> � ' 2 • . � 5 26 T 27 = 28
<br /> 0 0 1 1/2"W ° � 1 1/2"CW • . . - ��- � - -
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<br /> I NEW LEC DUC BA K _ 9� ;___�30 �
<br /> i ! NEW COMPRESSED o N: 3 3 6 4 8 5.0 3 1 9 3
<br /> I AIR AND WATER °�° E: 1286031 .8960
<br /> -- -- -- -- -- -- -- -- -- - - -- - - - - K EY P LAN
<br /> MATCHLINE - SEE DWG 45-YD-C22Q-21 � N
<br /> QF�AN SCALE: NONE
<br /> 90 / SUBMITTAL
<br /> PARTIAL P LAN H G i N E E R S 40 20 0 2a 40 8a o
<br /> A I 1601 Fifth Avenue,Suite 900(Seattle,WA 98101 I S S U E D F 0 R P E R M I T
<br /> SCALE: 1 " = 40' I�) ph 206.623.0717�fax 206.624.3775 r
<br /> coffman.com c
<br /> SCALE: 1 :40 '
<br /> LASTING crealivi�y�resuXs�relalionships �;
<br /> SYM REVISION BY APPRdVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> 1� L. ACCEPTABILITY J. PEARSON
<br /> A ADDED LIGHT STANDARDS & BARRIER IN STALL 110 W1780788 JMP BAO 03.21.14 ���oF wAs�r, THIS DESIGN AND/OR PAVI NG PLAN W4535737 B 05.09.17 \ ;
<br /> �� . -- SPECIFICATION IS APPROVED SHEET �
<br /> B 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 BOE,H�� Q � � APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS - PHASE 2 M
<br /> CHECKED C22� 16
<br /> �� . �� w SITE 45 YD �
<br /> �
<br /> 45458 � APPRdVED � JOB N0. COMP N0. r
<br /> G 1 S TER 1S�{' 0
<br /> �FSSIo�TA����� APPROVED CIVIL MASTER EVERETT, W,q °wc No. 45-YD-C220-16
<br /> 5/9/2017 lpep�Q cper�l c��• d�_vn_r��n nwr
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