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__ __ __ __ __ __ __ __ __ _ MATCHLINE = SEE DWG 45—YD—C220-16 _ __ _ _ _ __ — -- �EGEND
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<br /> O r P.C.C.* PAVEMENT PANEL
<br /> � � � I (8" UNLESS OTHERWISE INDICATED)
<br /> � � � � v � INDICATES THICKNESS IF OTHER THAN 8"(INCHE )
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<br /> � � REINFORCED P.C.C. PAVEMENT PANEL
<br /> I � INDICATES PANEL THICKNESS (INCHES)
<br /> I
<br /> a � ' I
<br /> � ' , � P.C.C. TRANSITION PAVEMENT PANEL
<br /> � Q 0 ' MATCH THICKNESSES TO THAT OF
<br /> � I � ADJACENT PANELS.
<br /> � o �
<br /> � � LIMITS OF P.C.C. PAVEMENT WORK
<br /> � �� I � � * P.C.C. = PORTLAND CEMENT CONCRETE
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<br /> GENERAL NOTES
<br /> �r li 1 . PROTECT ALL EXISTING SURFACE FEATURES TO
<br /> s ' REMAIN, INCLUDING BUT NOT LIMITED TO
<br /> � '
<br /> � '�, � STRIPING, VALVE BOXES, FIRE HYDRANTS AND
<br /> � SPRAY NOZZLES, HAND HOLES, LIGHT POLES,
<br /> o MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS,
<br /> N: 336171 .9067 3 Q + + AND EQUIPMENT PRIOR TO WORK.
<br /> E: 1285297.5700 2 � o ��4 _ o o ! 3 ' N: 336162.724
<br /> 2. EXISTING UNDERGROUND UTILITY FEATURES
<br /> 2s �s x. ° 2 E: 1285797.5039 & s�°� � SHOWN ON PLANS AND PROFILES ARE BASED
<br /> s�A — I ON SURVEY DATA, GPR SURVEY, AND RECORD
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<br /> • . .
<br /> A r o � � �a .�m i �
<br /> � 4� �- — � .� � � C CT
<br /> � �, � EW E E U BANK
<br /> �R �� �W � � .- . �W 5 -f q o � � A �e'A o� q �� .� A DRAWINGS AND ARE THE BEST AVAILABLE
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<br /> � __ � _ _ INFORMATION AT THE TIME OF PLANS
<br /> � �� � --� � ��,� � . . L c- ,� �� _ e q �s � � R,1„ � —
<br /> b� � � _� r S n e 3z ;— , {m � �. .�;,=w� �' — A —--- —— A
<br /> �� � I � � 6 � , � � 6e� � �v� 4 A � �W PRODUCTION. THE CONTRACTOR SHALL FIELD
<br /> �� "A 9 G-X X � �``i� P� ' _._��; � R� � � .
<br /> s7 —x — �X � � � ,f � r � m . ,3 R�;z C"` L O C A T E A L L U T I L I T I E S P R I O R T O T H E S T A R T O F
<br /> NEw OM RES ED ���� � I �» , t � /q e m � DEMOLITION WORK.
<br /> A �' � ' `� I " °' �,
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<br /> UI e A o I 2 A I R A N W E R P �� RJ z I o 3. C O O R D I N A T E A L L U T I L I T Y S H U T D O W N S W I T H
<br /> v � � ° � 3�' ❑ 13 j '� � � BOEING FACILITIES PRIOR TO EXCAVATION.
<br /> � � � Qt e � A � o . . Q ❑ o 0
<br /> � � � � � � . RJ R�„ � RJ,, RJ . ' �� 4. REFER TO SHEETS C529 AND C530 FOR
<br /> � �+ I � 8 � 8 • � � PAVING SECTIONS AND DETAILS.
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<br /> 6 � _ A — _— RJ � d- � a 8 1 REPLACE CONCRETE PANEL IN KIND
<br /> w I+ `' �m RJ RJ ,= ,3 RJ RJ �'`'�
<br /> Z I+ '� �� $ e ia E 8 RJ� RJe Z
<br /> � 2 INSTALL BOLLARDS PER DETAIL 1/C521 . SEE
<br /> � I� R� ���� �
<br /> Q I! �I �P
<br /> �. SHEET M558-2 AND E526-29 FOR BOLLARDS
<br /> � I �i o � ;, �� LOCATION.
<br /> � I� (� �I � 13 . • I
<br /> I� 0 I 3 HARDSTAND POINT COORDINATES CORRESPONDING
<br /> i II �� � �� R TO REFERENCE POINT ON DETAILS 1/M558-2 AND
<br /> I� I I I � ,� 1/E526-29.
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<br /> -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- K EY P LAN � I
<br /> OF�QN � SCALE: NONE I y
<br /> 90 % SUBMITTAL
<br /> N G i N E E R S 40 20 0 20 4o so
<br /> P A R T I A L P LA N 1601 Fifth Avenue,Suite 900�Seattle WA 98101
<br /> „ , N ph 206.623.0717�fax 206.624.3775 I S S U E D F 0 R P E R M I T
<br /> SCALE: 1 = 40 coffman.com o
<br /> �,s„N� ��a����y,,es���=,�e�a�,o�sn,� SCALE: 1:40 �
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<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� L. ACCEPTABILITY J. PEARSON PAVING PLAN W4535737 A 05.09.�7 �
<br /> A 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 ���oF WAs� THIS DESIGN AND/OR
<br /> y � r SPECIFICATION IS APPROVED SHEEf �
<br /> BOE���� � �� � APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS — PHASE 2 _ �
<br /> C220 21 `
<br /> ' CHECKED SITE 45 YD `
<br /> �, a5asa � w� A V � JOB N0. COMP N0. �
<br /> � �GI ST�R� .�1w -
<br /> `�sS�oNaL���� A CIVIL MASTER EVERETT, Wq °wc No. 45-YD-C220-21
<br /> 5/9/2017 (PAPFR �PACFI SFF� 45-Y�-C��tl�WG
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