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MATCHLINE — SEE DWG 45—YD—C220-03 <br /> _, -- -- — -- � -- -- -- — -- -- — — — — -- — � � � � —� � -- -- LE� END <br /> � x � � I — <br /> � 6 � � � CONCRETE (REINFORCED AND NON <br /> , <br /> o � <br /> 45-297 4�— 5 � �' Q � <br /> � " ° ° — — — — — � _ ____ _ � 8 + � ❑ � + � i � _ � REINFORCED) PAVEMENT REMOVAL <br /> I SU STATION S13 � ' � o � <br /> 1 � � �"'� <br /> ! C220-07 S569 � <br /> ' _ _ � � � <br /> o I E F � � __ �— � � ' ' GENERAL NOTES <br /> � o I � � � � I f I 1. PROTECT ALL EXISTING SURFACE FEATURES TO <br /> � REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, <br /> 1 0 � ` ,�`' # I � � <br /> ' I VALVE BOXES, FIRE HYDRANTS AND SPRAY <br /> f � NOZZLES, HAND HOLES, LIGHT POLES, <br /> � � � MANHOLES INLETS UTILITY BOXES TIE DOWNS <br /> i ° � I f � � � � <br /> 1 � I o 4�_�1 �I � � o � AND EQUIPMENT PRIOR TO WORK.� � <br /> I , e ! ° Q � <br /> • � 2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br /> • � � � � � � � � � � � � '� � + DATA, GPR SURVEY�AND ECORD DRAWINGSUAND <br /> i • • � �� � <br /> � 4.�_23� _71 ' ARE THE BEST AVAILABLE INFORMATION AT THE <br /> � o ° ° 40� 8' �a At� � TIME OF PLANS PRODUCTION. THE CONTRACTOR <br /> � � � o � - J . � I SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br /> — � � � ��J' _52� m � 4� � . START OF DEMOLITION WORK. <br /> � �� o <br /> I 5-28 � • � fl � 3. SOIL REMEDIATION MAY BE REQUIRED. CONTACT <br /> I • a � S�BGRADE.S, AL SUGINO PRIOR TO EXCAVATION OF <br /> � � o � � o I <br /> � a <br /> � I � ` °o� 4. COORDINATE ALL UTILITY SHUT DOWNS WITH <br /> 1 I <br /> I � � • I � BOEING FACILITIES PRIOR TO EXCAVATION. <br /> o � � 45-210 o q. — 7 � � o �- <br /> � o , . ' I � <br /> � . . � <br /> i � a � <br /> � � � � ° � CONSTRUCTION NOTES <br /> , � <br /> � __� � • � � � CONGRETE PANEL REMOVAL NOTES: <br /> – � � � <br /> ' 0 2 �I � A. CONCRETE PANELS TO BE REMOVED SHALL <br /> � � f � C o � o BE CUT FULL DEPTH. <br /> � ° I i � o x o° o B. WITH THE EXCEPTION OF KEYED JOINTS TO <br /> � 1 � � � o BE REMOVED FROM ADJACENT SLABS, <br /> � � I � o i� ' p N SAWCUTTING SHALL NOT PENETRATE <br /> � f f Q i' ADJACENT SLABS TO REMAIN. <br /> o ` • , � c' <br /> }- � �� C. PAVEMENT REMOVAL AREAS SURROUNDED BY <br /> �r, � o ; e � + ° � PAVEMENT TO REMAIN BY WHAT EVER MEANS <br /> � 1 • � ° � ° �5-7� c� NECESSARY, WHICH MAY INCLUDE: <br /> � I ° ° • � DEP � Q <br /> 0 00 —TWIN SAWCUTS. FIRST RELIEF CUT <br /> w 1 �, ( m o 0 o a � � ,�, ❑ ❑ ❑ ❑ � APPROXIMATELY 12 INCHES INSIDE THE <br /> NI �5-233 45—ZJ% ° °�° ° o PANEL TO BE REMOVED. FOLLOWED BY A <br /> i I � � � ❑ I � o o � SECOND CUT ALONG THE JOINT AF—fER <br /> w I � <br /> z , � � " z BREAKING, CHIPPING AND REMOVING THE <br /> _, ' � � oEP � o � J INTERIOR CONCRETE. <br /> 1 <br /> � o � � 45��0 � –LIFT–OUT METHOD. CUT A SINGLEFULL <br /> ~ ( � F RE FIRE FIRE ¢ <br /> � I W I� E F,RE k � DEPTH SAW CUT FOLLOWED BY THE <br /> I DEPT � PLACEMENT OF SECURE LIFTING ANCHORS <br /> I � i I FIRE I O <br /> p DEPT <br /> I I o oEPT TO LIFT THE PANEL SE I . <br /> ' . X p D PT � —OTHER APPROVED REMOVAL METHODS. <br /> � F�RE D. A N Y S T R I P I N G A N D B O L L A R D R E M O V A L I S <br /> °EPT INCIDENTAL TO CONCRETE PANEL REMOVAL. <br /> x � _ .,.t � <br /> FlRE <br /> � �J-275 ° _ � _ — � � �EPT � j 2�' SEE MECHANICAL AND ELECTRICAL PLANS FOR <br /> , x � 0 45 2Q9 i <br /> ' � � REMOVAL OF FORWARD HARDSTAND AND UTILITY <br /> , S BSTATIO S 12 � � <br /> � 1 � <br /> � INTERRUPTIONS. <br /> C220-07 S568 ° <br /> � • . <br /> � ° .� / I /'� <br /> I Q I FIRE ' ` � <br /> I / DEPT � `� <br /> � O I F�RE <br /> � I e DEPT <br /> � FIRE <br /> � DEPT <br /> � j FIRE <br /> DEPT <br /> I { Q FIRE <br /> I � � �EPT I <br /> � 1� g ` �Q�O °�C <br /> I <br /> I � O��p� d O � 00- 01 <br /> ° � O rf � � o I. , � ,`._ <br /> � e • � �� <br /> 0 � I / �� �� �e m � �� � <br /> � 02 � 03 04 r��.. � o l <br /> • e � � � = o <br /> ` � <br /> � , °° 45-23 ° ° / � � � <br /> e y � Q I 1 <br /> O o � �� �$ 06 Q7= -� 08, �9 <br /> � — — / � � me - <br /> � EMRY E� �T� � � ° �� 10 m 11 � I 12� 13 14 <br /> K 9TAIR STAIR 9TAIft p'd � <br /> ,� AAKING PqRpNO NWNO \d <br /> � ONLY ONIV ONLY � O// � ]� Q O <br /> /!/ <br /> � � /�� u m I <br /> o -- - -- 4v � �... o � - - - - — � -�' �4 0 � � � 15 16?� ' 17 18� i19 <br /> _ o o� o ° Qaoo� � � � � �� <br /> p•o � �c a� �+c ,� rc ;� ,r�p � <br /> � ° o . � Q 20 � 21 � <br /> � tl o 22 � 23. 24 25 <br /> �� I � <br /> ' • � � � 26 -----�` � 28 <br /> I o � o o � ° � n� ' - <br /> o � [] 45-298 � 4�-211 f R � <br /> � o � a290 - '� 30 <br /> � Q � ! � �� o <br /> 1 0 <br /> — -- -- � -- -- —� -- -- -- -- -- -- -- K EY P LAN � I <br /> MATCHLINE – SEE DWG 45–YD–C220-11 QFFMAN � SCALE: NONE I v <br /> 90 % SUBMITTAL <br /> N G I N E E R S 40 2a o 20 4o so = <br /> PARTIAL PLAN — REMO�A� ` <br /> • � 1601 Fifth Avenue, Suite 900� Seattle,WA 98101 N <br /> „ � ph 206.623.0717�fax 206.624.3775 I S S U E D F R P E R M I T <br /> a <br /> SCALE. 1 = 40 coffman.com SCALE: 1 :40 <br /> L.E�STING crealivity�resul�s�relationships <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � <br /> SYM REVISION BY APPROVED DATE SYM REVISIQN BY APPROVED DATE ��1 L. ACCEPTABILITY �. P�RsoN _ PAVING PLAN - REMOVAL W4535737 C 05.0�.�7 \ <br /> ��J oF wAsr�� THIS DESIGN ANDjOR <br /> - NEDC - RECORD DRAWINGS 11347705 DLR GRP 10.25.13 w ., SHEEf � <br /> � � . . SPECIFICATION IS APPROVED <br /> A ADDED BARRIER REELS, STANCHIONS AND POSTS W2194563 JMP BAO 02.2Q.14 �0�,��� ��� � APPROVED eY DEPT. DATE �T� 777X STALL MODIFICATIONS — PHASE 2 � <br /> '~ CHECKED C 2 2 0 0 7 R c <br /> B FIRE STATION IMPROVEMENTS W436743 MKA 08.22.14 � 45458 � ��, S ITE 45' I D JOB N0. COMP N0. C <br /> A V � <br /> C 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 � �c1 s-��Rti �. - <br /> �SSION�L��G~ A CIVIL MASTER EVERETT, �q owc No. 45—YD—C220-07R <br /> 5/9/2017 (PAPFR SPACFI SFF• 45—Y�—C�9�R �W(; <br />