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_ ��� __ � __ _ �_ MATCH LI N E - SEE DWG 45-YD-C220-08 L E G E N D <br /> � � ��� � I � b �Q�� ���1 f <br /> �� �oo � � P.C.C.* PAVEMENT PANEL <br /> 4 1 � o I » <br /> � � I � � � � �`� � � i : � � ' (8 UNLESS OTHERWISE INDICATEQ) „ <br /> � � � I � INDICATES THICKNESS IF OTHER THAN 8 (INCHES) <br /> ' � � Q 1I <br /> � . . � . . . <br /> 0��I��� � � �` � �� REINFORCED P.C.C. PAVEMENT PANEL <br /> • ! � � � � � � � � � � i �� ' INDICATES PANEL THICKNESS (INCHES) <br /> � � Q � � I <br /> � � � � `� I P.C.C. TRANSITION PAVEMENT PANEL <br /> � � � � � _ _ <br /> I � � : MATCH THICKNESSES TO THAT OF <br /> � � � <br /> � o ADJACENT PANELS. <br /> 0 1 a � <br /> I <br /> I II � � O � � � LIMITS OF P.C.C. PAVEMENT WORK <br /> � s S ION S32 . I o o � � � � � � � � I * P.C.C. = PORTLAND CEMENT CONCRETE <br /> � � <br /> � r� C 2 2 0- • ° ° I I� a � � o <br /> o � U � � � <br /> � � �. � � � 114 ° � � <br /> , aoo � � � � d o � � oo � � o � � � � a � � � � � � o � a � , <br /> , � mw � m 11 � o � od � o 00 � <br /> � <br /> � � o � � � c � � � � � GENERAL NOTES <br /> a „ , o o �I � � � 1 . PROTECT ALL EXISTING SURFACE FEATURES TO <br /> � � � REMAIN, I N C LU DI N G B U T N O T L I M I T E D T O <br /> 3 T T T T T ❑ __ _ � ___ A � � � � � �A O o STRIPING, VALVE BOXES, <br /> FIRE HYDRANTS AND <br /> � 13 13� '� � A � � � � S P R A Y N O Z Z L E S, H A N D H O L E S, L I G H T P O L E S, <br /> 1 � I <br /> 20003 C-3.4 � Q o MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, <br /> 13 13 2 - 20008 C-3.� �I � ° AND EQUIPMENT PRIOR TO WORK. <br /> _ _ _ _ a _ � � i / <br /> „ II � r o 2. EXISTING UNDERGROUND UTILITY FEATURES <br /> �I � � ' <br /> � � �„�W Q 4nC� , � SHOWN ON PLANS AND PROFILES ARE BASED <br /> � � � M� 1 ON SURVEY DATA, GPR SURVEY, AND RECORD <br /> II Q `� I � DRAWINGS AND ARE THE BEST AVAILABLE <br /> J I � � � o INFORMATION AT THE TIME OF PLANS <br /> (I Q � o � � � a ,� � ,�, o � o � PRODUCTION. THE CONTRACTOR SHALL FIELD <br /> _ I I �+ � � � � � o � � o � �, � �„� o LOCATE ALL UTILITIES PRIOR TO THE START OF <br /> .,_, � <br /> I <br /> �� 0 1 DEMOLITION WORK. <br /> � � <br /> I 45-251 � � � 1 n (M <br /> 0 45 � o � 3. COORDINATE ALL UTILITY SHUT DOWNS WITH <br /> `� p � � a BOEING FACILITIES PRIOR TO EXCAVATION. <br /> o NE E EC UCT A K � I c cerr �I � � � � � � o U <br /> � � E � v� I <br /> � � � � � �� ,� � � /'/ �� 4. REFER TO SHEEfS C529 AND C530 FOR PAVING <br /> � � ,�� o I� SECTIONS AND DETAILS. <br /> � 4 4 4 � � <br /> � 2 ,� �q � <br /> `s -��{ s 1 1 <br /> � � � � ��=i��� �,�:,��� � � � <br /> II � � � <br /> � � ^_ y�_ _ a . E-�- � � _ � ,�� �� �.. � � CONSTRUCTION �JOTES <br /> � xp ; _�a�� , � ,� <br /> � I I <br /> o �-$ m �. � <br /> 0 0 0 o°a o o ° `� � � � � 1 REPLACE CONCRETE PANEL IN KIND. <br /> o �. II � � � W <br /> � 200o c-4.� ° ° °000Qo° ° � � �o§ = 2�j` INSTALL BOLLARDS PER DETAIL 1/C521 . SEE <br /> e�a � N co �' — � � SHEET M558-2 AND M558-3 AND E526-29 FOR <br /> "��°P«�� AI AND WA R � � `� �� <br /> BOLLARDS LOCATION. <br /> � N: 337628.9443�'� � � � A - - - - 4A - A � - � o � �o � � 3 HARDSTAND POINT COORDINATES CORRESPONDING <br /> E. 1286352.8173 � <br /> � � �� TO REFERENCE POINT ON DETAILS 1/M558-2 AND <br /> 1/M558-3 AND 1/E526-29. <br /> � <br /> I ° � o O� � � � � I � 4 INSTALL 15" THICK UNREINFORCED CONCREfE <br /> � � � � PAVEMENT WHERE INDICATED. PROVIDE DOWELS AT <br /> � + / � MID-SLAB OF ADJACENT PANELS. TRANSITION <br /> � � PAVEMENT PER DETAIL 10/C529. <br /> N 2525. � r ( <br /> I E 6173. 7 O � 2"CW CW � ( � I <br /> I � � � � � <br /> � I <br /> U o00 <br /> „� o <br /> 0 <br /> Q J oO� � f <br /> \i x /� ' <br /> � _—� — — � -- q 2�oA_, � ' ( <br /> -767 � � � <br /> � 00 01 <br /> 0 <br /> � � 02 � �03 � ' 04 f J � � 0 05 ~�^� <br /> I � t I m a� � I l <br /> � 45-900 f � 06 eo o��� - -� os, 09 <br /> N � ° � � � � - <br /> � 10 � 11 12 13 14 <br /> O O //////� / o <br /> O O J <br /> � �'. ` � 15 ptl 16?� ' 17 18� J i19 <br /> � N: 337303.2 3 l�� <br /> E: 128 .35941 � � �� <br /> 0 2 0 ,�1 � -�- / 20 � 21 � 22 s 23. 24- 25 <br /> � / � <br /> eii� c 1 <br /> a_. � � <br /> I ���, .� i�.� �' � o / � � 26 * ---�C ; 28 <br /> . / <br /> °�-d '�� � � � / I - "; r <br /> N COM RE S�D � ' �� "^ /�/ <br /> R AN TER € NEW ELEC DUCT BANK � � _ 290 - "� 30 <br /> � � � � �� / <br /> � — — — — �r , � -- — -- -- -- -- -- -- -- -- -- -- K EY P �AN <br /> MATCHLINE - SEE DWG 45-YD-C220-17 ���AN O SCALE: NONE � <br /> 90 % SUBMITTAL <br /> N G I N E E R S 40 20 0 20 4o so = <br /> PARTIAL P LAN ` <br /> „ ' � p601 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 h 206.623.0717�fax 206.624.3775 � <br /> coffman.com <br /> SCALE: 1:40 " <br /> LASTING creativity�resuMs�relationships � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L DRAWN DATE SUBTITLE CURRENT REYISION SYMBOL DATE ` <br /> ACCEPTABILITY J. PEARSON <br /> ���lo wAs�, THIS DESIGN AND/OR K — PAVI NG PLAN W4535737 05.09.�� \ <br /> — NEDC — RECORD DRAWINGS 11347705 DLR GRP 10.25.13 y �w . SPECIFICATION IS APPROVED SHEET � <br /> A ADDED BARRIER REELS , STANCHIONS & POSTS W2194563 JMP BAO 02.20.14 BOE,��� `� �'P � APPROVED BY DEPT. DATE �n'E 777X STALL MODIFICATIONS - PHASE 2 : <br /> '~ CHECKED C 2 2 0 12 <br /> B REMOVED EAST BARRIER REEL IN 114 W2194563 JMP BAO 05.Q1.14 � <br /> asasa 4 APPROVED SITE 45�YD JOB N0. COMP N0. o <br /> C 777X STALL MODIFICATIONS — PHASE 2 W4535737 CEI AH 05.09.17 �FG�s.�ERti° �,`S' o <br /> ��sS,o�,,AL����� APPROVED CIVIL MASTER EVERETT, WA °Wc No. 45-YD-C220-12 <br /> 5/9/2017 (PAPFR SPACFI SFF� 45—Yt)—C��(1�WG <br />