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MATCHLINE — SEE DWG 45—YD—C220-12 LEG EN D
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<br /> � �
<br /> � � ❑ o a ,�` � P.C.C.* PAVEMENT PANEL
<br /> � "' (8" UNLESS OTHERWISE INDICATED)
<br /> ' �� � �/ � ��� INDICATES THICKNESS IF OTHER THAN 8" INCHE
<br /> I NEW WAT R / / �- � � �
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<br /> 2 1z �-�• REINFORCED P.C.C. PAVEMENT PANEL
<br /> 1 � � 0 f INDICATES PANEL THICKNESS (INCHES)
<br /> � ' �� � , �
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<br /> ' P.C.C. TRANSITION PAVEMENT PANEL
<br /> F� — M� � p, ._ �. ___ �.� —
<br /> A -� � �' ����� MATCH THICKNESSES TO THAT OF
<br /> Croim7 � �X �
<br /> 2 �� �/ ADJACENT PANELS.
<br /> baoe �_ '�C a /
<br /> x , � � � LIMITS OF P.C.C. PAVEMENT WORK
<br /> � B � � / / � * P.C.C. = PORTLAND CEMENT CONCRETE
<br /> x /
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<br /> - � GENERA� NOTES
<br /> � �
<br /> � 1 . PROTECT ALL EXISTING SURFACE FEATURES TO
<br /> o I ` / REMAIN, INCLUDING BUT NOT LIMITED TO
<br /> / STRIPING, VALVE BOXES, FIRE HYDRANTS AND
<br /> �' P � ` � SPRAY NOZZLES, HAND HOLES, LIGHT POLES,
<br /> � o 0 0 0 0 0 0 0 0 0 0 �
<br /> f MANHOLES INLETS, UTILITY BOXES, TIE DOWNS,
<br /> AND EQUI MENT PRIOR TO WORK.
<br /> � 2. EXISTING UNDERGROUND UTILITY FEATURES
<br /> � � � i SHOWN ON PLAA APR PRRVEY SANDERECORD
<br /> I ! ON SURVEY DA , G SU ,
<br /> I � DRAWINGS AND ARE THE BEST AVAILABLE
<br /> � r P ODUC IION. A THE CONTR OTOR SHALL FIELD
<br /> � � e L LOCATE ALL UTILITIES PRIOR TO THE START OF
<br /> I � � DEMOLITION WORK.
<br /> co '� r ��
<br /> i / � 3. COORDINATE ALL UTILITY SHUT DOWNS WITH
<br /> Q � � N BOEING FACILITIES PRIOR TO EXCAVATION.
<br /> U / C-�
<br /> I � � �
<br /> �� I� 4. REFER TO SHEETS C529 AND C530 FOR
<br /> �1 � � � ,�, PAVING SECTIONS AND DETAILS.
<br /> d- d-
<br /> � I �
<br /> � � � w CO �ISTRU �TION NOTES
<br /> �
<br /> �� � � � � � � N 1 REPLACE CONCRETE PANEL IN KIND.
<br /> � � � � �
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<br /> z � \ u Z
<br /> _� � J 2�j INSTALL BOLLARDS PER DETAIL 1/C521 . SEE
<br /> � � O� � SHEET M558-3 FOR BOLLARDS LOCATION.
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<br /> MATCHLINE — SEE DWG 45—YD—C220-22 OFFMAN I v
<br /> 90% S U B M I TTAL SCALE: NON E
<br /> N G I N E E R S 40 20 0 20 4o so =
<br /> PARTIAL P �AN `
<br /> " ' � p601 Fifth Avenue, Suite 900 �Seattle,WA 98101 I S S U E D F 0 R P E R M I T r
<br /> SCALE: 1 = 40 coffman com717�fax 206.624.3775 C
<br /> LASTING crealivAy�resufls�rela�ionships SCALE. � .TO '
<br /> SYM REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL OATE �
<br /> �o� ACCEPTABILITY �. PEARSON PAVING PLAN
<br /> – NEDC – RECORD DRAWING 11347705 DLR GRP 10.25.13 1 � oF wAs�I THIS DESIGN AND/OR W4535737 05.09.17 '
<br /> �
<br /> y � , SPECIFICATION IS APPROVED SHEEf r
<br /> A NEW WATER LINE EVE-1019 DCG/ED ED 02.28.13 BOE/�� � � �'� � APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS — PHASE 2 u
<br /> '� CHECKED C 2 2 0 17 C
<br /> B 777X STALL MODIFICATIONS – PHASE 2 W4535737 CEI AH 05.09.17 �� �� w SITE 45 YD �
<br /> a5a5a � APPROVED � JOB N0. COMP N0. �
<br /> �ISTER �' -
<br /> `�ssi�N���r�� APPRovEo CIVIL MASTER EVERETT, �yq owc No. 45—YD—C220-17
<br /> 5/9I2017 (PAPFR SPA(:Fl �FF• a�–Yn–���n nwr,
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