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MATCHLINE - SEE DWG 45-YD-C22�-03 L E G E N D
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<br /> 0 45�297 IE� OWN � 2 �° � I � P.C.C.* PAVEMENT PANEL
<br /> � " o o� - ___._ _ _____ ` NEW C MPR SSEQ � �
<br /> _ � 8" UNLESS OTHERWISE INDICATED)
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<br /> I - � � AIR D ATER ° 3 »
<br /> � - ---� e � • -� � � � INDICATES THICKNESS IF OTHER THAN 8 INCHES
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<br /> �" � �� �� REINFORCED P.C.C. PAVEMENT PANEL
<br /> f II � � . 1 2 .�- I N
<br /> i27 -�. Y �` ` P `" � � � � � INDICATES PANEL THICKNESS (INCHES)
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<br /> �-- , , '. I P.C.C. TRANSITION PAVEMENT PA
<br /> � 2 0 1 9 7 C 3.0 � � 0 3 E: 1285763.0426 ��-=� �` � � � � � MATCH THICKNESSES TO THAT OF
<br /> '� �, ��w:a F�
<br /> v ' I � � � � 1/2»q` ADJACENT PANELS.
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<br /> i�; RJ HW �� � � � � I � • � �
<br /> � � LIMITS OF P.C.C. PAVEMENT WORK
<br /> �5-�1 � * _ MENT CONCRETE
<br /> � 20199 C-3.0 20201 C-3.0 � Q � I
<br /> � , o � I P.C.C. - PORTLAND CE
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<br /> � � • ELEC UCT BANK ,�, �"°�''
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<br /> � � � � � _�2� ; � � `-� � I GENERA� NOTES
<br /> � � � o � 5 � q.� g 1 . PROTECT ALL EXISTING SURFACE FEATURES TO
<br /> ! I� F' � � � , I REMAIN, INCLUDING BUT NOT LIMITED TO
<br /> I I � 5-2� ` ° o STRIPING, VALVE BOXES,
<br /> i FIRE HYDRANTS AND
<br /> '�� � o I SPRAY NOZZLES, HAND HOLES, LIGHT POLES,
<br /> I _;�'; � � o � I o� � MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS,
<br /> � � � goo AND EQUIPMENT PRIOR TO WORK.
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<br /> ��� 1 ;1 � NEW 0�I R
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<br /> ,; � Ai AN A�R � � � � ! � 2. EXISTING UNDERGROUND UTILITY FEATURES
<br /> � i ,'�li � ��-2� O � ��-207 0 __ __ I � � SHOWN ON PLANS AND PROFILES ARE BASED
<br /> ° � � ON SURVEY DATA, GPR SURVEY, AND RECORD
<br /> I � '
<br /> -- �q� �gl - � � j� � ° � • � o DRAWINGS AND ARE THE BEST AVAILABLE
<br /> ��� � � = i
<br /> g,�� 4 �� INFORMATION AT THE TIME OF PLANS
<br /> � 3 W � � �p� �� PRODUCTION. THE CONTRACTOR SHALL FIELD
<br /> �
<br /> '� ' ( C] LOCATE ALL UTILITIES PRIOR TO THE START OF
<br /> ij ( � o C ��� ��$.� ;tp,.;�%�� 4 i � ��l- -.365 C 306 �
<br /> �,
<br /> � �j ' E 2 �°���'µR� C�� 36 c 3.� o " � � DEMOLITION WORK.
<br /> � � � � � � � - � � X °° � �i 3. COORDINATE ALL UTILITY SHUT DOWNS WITH
<br /> o � `� � � N BOEING FACILITIES PRIOR TO EXCAVATION.
<br /> N ' I � N: 338512.6665 �`����-- o � ` � N
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<br /> Q i � i . 1285758.5084 1 3„� I � � 3,g � ° �� 4. REFER TO SHEETS C529 AND C530 FOR PAVING
<br /> � � �i � v a , a3 o I� SECTIONS AND DETAILS.
<br /> � � �� � ' ° ° � � 45-749 �
<br /> NEW ELE DU T RG NCY I
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<br /> � I Ij -- - - - -� o � o 0 0 1� REPLACE CONCRETE PANEL IN KIf�D.
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<br /> z , '� 1149 C-2.8 - 20 48 -3. 2Q0 C 3.7 � • 2005� C � .5 0 ''� w
<br /> 20126 C-2.9 �� �3� � DEP o � �501 z
<br /> = 1 ''j Q I o _ _ �_ _ � � ��a900 � 2,� INSTALL BOLLARDS PER DEfAIL 1/C521 . SEE
<br /> � j `° ° I n NEW ELE D T BANK - _ � - -� Q SHEET M558-3 AND E526-29 FOR BOLLARDS
<br /> <t I (2) 3-1/2 C, �
<br /> 2'�� �_ S FIRE LO A
<br /> � ^ � � 2QR�����2��Y 2013 C-3.8
<br /> / rrq DEPT � � ��
<br /> � � II 1330 C-2.6 � � 1336 C-3.7 2013 G-3.9 -' � I 005 C- .2 oR T (
<br /> a � 3 � HARDSTAND POINT COORDINATES CORRESPONDING
<br /> �
<br /> '' ��'; ` A - - - � --- 2 ���' ` �� ° °EPT ° TO REFERENCE POINT ON DETAILS 1/M558-3 AND
<br /> ��UUI�- x WATER VAULT ---_.._ ���� � � �.�. ,� _ ( oEPT �
<br /> 1240 C-3.5 �p � �- '� �a� � . e _.� 3 cw 1/E526-29.
<br /> 32 C- 6 1414 C-4.I �W �� FIRE
<br /> �- X - N: 338357.2852 � ��-" DRET I „
<br /> I ''� 0134 C-3.9 � 3 : 1285755.1556 � ` °EPT � I 4� INSTALL 15 THICK UNREINFORCED CONCRETE
<br /> � � x �,,, �5-27J o q,�_2�g .�_ 2aa4s c-3.4 o I � PAVEMENT WHERE INDICATED. PROVIDE DOWELS AT
<br /> � 1 �
<br /> � � '� � � � � 1 PAVEM NB PERA DETAEN 1�PA 529. TRANSITION
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<br /> MATCHLINE - SEE DWG 45-YD-C220-11 O��AN O SCALE: NONE ' v
<br /> 90 /o SUBMITTAL
<br /> H G I N E E R S 40 20 0 20 4o so �
<br /> P A R T I A� P �A�I ^ 1601 Fifth Avenue,Suite 900 E Seattle,WA 98101 I S S U E� F 0 R P E R M I T r
<br /> SCALE: � �� = 4V s I v ph 206.623.0717�fax 206.824.3775
<br /> coffman.com �
<br /> SCALE: 1:40
<br /> LASTING crea�ivity�resutls�relallonships
<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 C 05.0�.�7 �
<br /> ��j oF wAs�I THIS DESIGN AND/OR `
<br /> - NEDC - RECORD DRAWINGS 11347705 DLR GRP 10.25.13 y �`� . -, SPECIFICATION IS APPROVED SHEET �
<br /> A ADDED BARRIER REELS, STANCHIONS AND POSTS W2194563 JMP BAO 02.20.14 BOE,��� `� �� '� APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS - PHASE 2 �220 07 '
<br /> K u
<br /> c
<br /> B FIRE STATION IMPROVEMENTS W436743 MKA 08.22.14 SITE 45 YD c
<br /> � 45458 � ��- APPROVED � JOB N0. COMP N0. a
<br /> C 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 ,� �c,ST�R� � -
<br /> `�SSro�rAL���I ,aPPRovE� CIVIL MASTER EVERETT, wq °wc No. 45-YD-C220-07
<br /> 5/912017 (PAPFR SPACFI SFF� 45-Y�-C9�(l.flWG
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