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MATCHLINE — SEE DWG 45—YD—C220-08 <br /> — -- -- .—. �— .� � — — — — — — --- --- -- -- <br /> � � � � � I � .�:�:�:������ .� o � IT��� � �E G E N D <br /> � . . . . . . <br /> . . . .� � �� �..�_�:�:�:�:������ ���"�� Q�� _' � � CONCRETE (REINFORCED AND NON <br /> � � o � ��-������������������� � �� � � INFORCE PAVEMENT REMOVAL <br /> � � � � '°�' . . . . . . . . .......� .. . . DO � � (— _ _..1 RE D) <br /> . • . � � � <br /> • • • ° s � � � � <br /> oa o00 � � � o <br /> ` � ENERAL NOTES <br /> 000000Qoo � <br /> � I � � o I 1 . PROTECT ALL EXISTING SURFACE FEATURES TO <br /> I _ � � o � REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, <br /> I � VALVE BOXES, FIRE HYDRANTS AND SPRAY <br /> 0 � NOZZLES, HAND HOLES, LIGHT POLES, <br /> , I � � � MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, <br /> � <br /> � � � o AND EQUIPMENT PRIOR TO WORK. <br /> 1 <br /> � s s s . R � � � a d � a o 0 0 � o � 2. EXISTING UNDERGROUND UTILITY FFATURES SHOWN <br /> o � <br /> 1 r� � ' � � � o � 4 ON PLANS AND PROFILES ARE BASED ON SURVEY <br /> o J L� fl o DATA, GPR SURVEY, AND RECORD DRAWINGS AND <br /> ARE THE BEST AVAILABLE INFORMATION AT THE <br /> � � TIME OF PLANS PRODUCTION. THE CONTRACTOR <br /> � � � � � � 114 � � <br /> � o � � � � � � o � � � � � � � � � � � � o � � q �' � `� � �/ I SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br /> � � � � � � � o� od � o 0o Qoo 0o ao a � o0 <br /> I <br /> �r � � o START OF DEMOLITION WORK. <br /> 00 � <br /> 0 00 0 0 0 <br /> °p°°p° � Q a 3. SOIL REMEDIATION MAY BE REQUIRED. CONTACT <br /> � ° BOEING EHS, AL SUGINO PRIOR TO EXCAVATION OF <br /> 0 <br /> � � � SUBGRADE. <br /> � � o <br /> � 0 � 4. COORDINATE ALL UTILITY SHUT DOWNS WITH <br /> Q BOEING FACILITIES PRIOR TO EXCAVATION. <br /> � � 4 <br /> 00 � � / ' <br /> � � p o o � <br /> � CONSTRUCTION NOTES <br /> � � 1 CONCRETE PANEL REMOVAL NOTES: <br /> co c.� cr� c.a o o c� e� e� o � .� <br /> � r� a r� �''a o 0 0 0 0 � o � c.� C-� o <br /> � � � ° � A. CONCRETE PANELS TO BE REMOVED SHALL <br /> I � � o <br /> � � BE CUT FULL DEPTH. <br /> 0 0 45-291 45-2$ � � � B. WITH THE EXCEPTION OF KEYED JOINTS TO <br /> Q o 0 0 o BE REMOVED FROM ADJACENT SLABS, <br /> � GER � � � � � � � � SAWCUTTING SHALL NOT PENETRATE <br /> `� �" � � � �' i ADJACENT SLABS TO REMAIN. <br /> � � �ac /'/ I� <br /> � `� 0�� �` `�` � o �� C. PAVEMENT REMOVAL AREAS SURROUNDED BY <br /> � �r- PAVEMENT TO REMAIN BY WHAT EVER MEANS <br /> � i � � ao -� c� NECESSARY, WHICH MAY INCLUDE: <br /> , <br /> �C'3 � ; , 2 � � � � —TWIN SAWCUTS. FIRST RELIEF CUT <br /> � ' ���a ' ~ � � w APPROXIMATELY 12 INCHES INSIDE THE <br /> I o � � Q o � � � ��' PANEL TO BE REMOVEQ. FOLLOWED BY A <br /> I 1 SECOND CUT ALONG THE JOINT AFTER <br /> o a o 000 ° ' �t � � � <br /> O �; o � ��'� � z BREAKING, CHIPPING AND REMOVING THE <br /> = INTERIOR CONCREfE. <br /> 0 0 0°°� O '� �g �'§ � —LIFT—OUT METHOD. CUT A SINGLEFULL <br /> ENTRY EMpy � !( � � <br /> P°"��"°$«�r �` Y �� DEPTH SAW CUT FOLLOWED BY THE <br /> � � � �` ❑o a ❑a it � PLACEMENT OF SECURE LI�fING ANCHORS <br /> � ao❑ o0 <br /> TO LIFT THE PANEL SECTION OUT. <br /> � �0��0 —OTHER APPROVED REMOVAL METHODS. <br /> �I§ D NCIDENTAL TO CONCRETERPANEM REMOVAL. <br /> I '�� e� e � e � O L�G7 � p � p <br /> � ax � � 2� SEE MECHANICAL AND ELECTRICAL PLANS FOR <br /> � f � REMOVAL OF FORWARD HARDSTAND AND UTILITY <br /> � INTERRUPTIONS. <br /> � Q <br /> I � <br /> Q I <br /> I � � -� � �, <br /> 000 <br /> 0 0 �8 � <br /> �� p�� 113 � <br /> � � <br /> , , , <br /> � � <br /> �-767 � � <br /> 00 01 <br /> 0 <br /> � / 02 � �03 04 h� � � 0 05 ._. ,._ <br /> � / � oo a s ' l <br /> � � � _ _.. 45-900 � � �� <br /> 06 07� - --� 08. 09 <br /> — — — — — — t � .e <br /> �� � / � 10 m 11 12 13 14 <br /> o a/ � m � <br /> ° ° ` • I <br /> I C t � f I 15 �a 16� ' 17 1�� �19 <br /> � / <br /> 0 0�Q -� 20 � 21 � 22 � 23 24 25 <br /> 2 _ oo � / � <br /> � l <br /> � O � � 26� � -----27'� 28 <br /> i c N � / 1J ��: <br /> • � . <br /> , ' ��. O � � � ' � <br /> o � _ ("� �j- S _ 29 p - - 30 <br /> � � / � <br /> 1 I"Ca ,/ <br /> - - � - -- -- -- -- -- -- -- -- -- -- K EY P LAN � I <br /> MATCHLINE - SEE DWG 45-YD-C220-17 OF�IIIAN � SCALE: NONE I v <br /> 90 % SUBMITTAL <br /> N G I N E E R S 40 20 0 20 4o ao = <br /> PARTIAL P LAN - R E M OUAL ` <br /> " ' ` , 1601 Fifth Avenue,Suite 900�Seattle,WA 98101 I S S U E D F 0 R P E R M I T ° <br /> I V� ph 206.623.0717�fax 206.624.3775 <br /> SCALE. � = 4� coffman.com q (� o <br /> LASTING creativily�resuAs�relalionships SCALE. I .�V <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ` <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� L. ACCEPTABILITY J. PEARSON W4535737 C 05.09.�7 � <br /> — NEDC — RECORD DRAWINGS 11347705 DLR GRP 10.25.13 �S oF WASN1 THIS DESIGN AND/OR K PAVING PLAN — REMOVAL <br /> � �w SPECIFICATION IS APPROVED sHEET � <br /> A ADDED BARRIER REELS , STANCHIONS & POSTS W2194563 JMP BAO 02.20.14 BOE,��� � �� � APPROVED BY DEPT. DATE TITLE 777X STALL MODIFICATIONS — PHASE 2 — : <br /> CHECKED C 2 2 0 12 R = <br /> B REMOVED EAST BARRIER REEL IN 114 W2194563 JMP BAO 05.01.14 0 <br /> S ITE 45-YD JOB N0. COMP N0. � <br /> C 777X STALL MODIFICATIONS — PHASE 2 W4535737 CEI AH 05.09.17 �,��a�a�ER�� ��,� a R v � <br /> �`�SSiorraL���� A � CIVIL MASTER EVERETf, Wq °wc No. 45—YD—C220-12R <br /> 5/9/2017 (PAPFR SPACFI SFF� 4.ri—Yfl—C���R�WG <br />