3003 W CASINO RD 2017 BLDG 40-02 Plans 2022-11-23

MATCHLINE - SEE DWG 45-YD-C220-12 — — — —�� — -- — -- -- � -- -- -- -- -- -- -- -- -- -- LEG E�I D a � ❑ � ° � CONCRETE (REINFORCED AND NON oo � � i a p � � � � _ J REINFORCED) PAVEMENT REMOVAL I � � C�! � � _ Ln � GENERA� NOTES � 2 � / I 1. PROTECT ALL EXISTING SURFACE FEATURES TO �� REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, '� / � VALVE BOXES FIRE HYDRANTS AND SPRAY 1 � � � / NOZZLES, HAND HOLES, LIGHT POLES, X � � MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, � I / AND EQUIPMENT PRIOR TO WORK. I � � / I j B � X i 2. EXISTING UNQERGROUND UTILITY FEATURES SHOWN I / � ON PLANS AND PROFILES ARE BASED ON SURVEY DATA, GPR SURVEY, AND RECORD DRAWINGS AND '� � __c�.___ ARE THE BEST AVAILABLE INFORMATION AT THE x / � I � TIME OF PLANS PRODUCTION. THE CONTRACTOR , / I SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE '� � / START OF DEMOLITION WORK. ` � � ( � 3. SOIL REMEDIATION MAY BE REQUIRED. CONTACT / BOEING EHS AL SUGINO PRIOR TO X AV I � I , E C AT ON OF Y -}� I � SUBGRADE. c� o 0 0 0 0 0 0 0 0 � o � 4. COORDINATE ALL UTILITY SHUT DOWNS WITH � � BOEING FACILITIES PRIOR TO EXCAVATION. �' I 1 � � � � � . CONSTRUCTION NOTES ! � � � 1� CONCRETE PANEL REMOVAL NOTES: I � A. CONCRETE PANELS TO BE REMOVED SHALL � J � BE CUT FULL DEPTH. � � � � I � B. WITH THE EXCEPTION OF KEYED JOINTS TO � ( o BE REMOVED FROM ADJACENT SLABS, i o � � N SAWCUTTING SHALL NOT PENETRATE N � � `i ADJACENT SLABS TO REMAIN. � i 0 0 � � � � i'i C. PAVEMENT REMOVAL AREAS SURROUNDED BY � � ¢ PAVEMENT TO REMAIN BY WHAT EVER MEANS � c� NECESSARY, WHICH MAY INCLUQE: � � � � -TWIN SAWCUTS. FIRST RELIEF CUT w `� � w APPROXIMATELY 12 INCHES INSIDE THE � `�' PANEL TO BE REMOVED. FOLLOWED BY A � � � � SECOND CUT ALONG THE JOINT A�fER il � � � z � � � � � �` '� � z BREAKING, CHIPPING AND REMOVING THE _ � � � � � INTERIOR CONCRETE. � ,� o a -LIFT-OUT METHOD. CUT A SINGLEFULL ,� �' ' �, � -� � �. � o ` � � DEPTH SAW CUT FOLLOWED BY THE --� � � — ~- --- — --- �-- �. _._.. � � ____ � � � � � PLACEMENT OF SECURE LIFTING ANCHORS �' !- TO LIFT THE PANEL SECTION OUT. � UTU STALL 214 BLAST FENCE � -OTHER APPROVED REMOVAL METHODS. `\ D. ANY STRIPING AND BOLLARD REMOVAL IS X � � X � INCIDENTAL TO CONCRETE PANEL REMOVAL. I o o + � � I ° � � � � 2 SEE MECHANICAL AND ELECTRICAL PLANS FOR O� I c�Q 1 � REMOVAL OF A�f HARDSTAND AND UTILITY ! \ INTERRUPTIONS. 12 I x o0 � ° ° \ � � I � ��o � , B � o � I I � � � o I � � 45-620 ' � 00 01 � I r �- � � I 1 � � ._. �,_ � ' 02 e 03 04 p� .. � 05 C�! � °l 0 0 � � � � R � � _ � a 4 � i �- � � 06 0 07= - --� 08, 09 I � � I � 10 m 11 � � � I� 12 13 14 I Q� o I � � � � 15 �e 16?i ' 17 18 i19 o \ �� I � o I ��—� � �'5�0 20 � 21'� 22 � 23 24 25 ` � > e � 6 O \ � � � � o �Y"� , , � � ( 26 = -----2` 28 . � � � 45-760 45-7�6 �, � � � � � , -.;- � '�' � ' ° � � �.... - 29° - - 30 � � � ` '--- - ____ --- -- � � � _ ` � � i � � --� -- -- -- -- -- -- -- -- -- !� EY P LAN rt ' MATCHLINE - SEE DWG 45-YD-C220-22 ��FMAN 0 SCALE: NONE � v 90 % SUBMITTAL PARTIAL P LAN — R E M O�AL N G I H E E R S 40 20 0 2� 40 $o e A I 1601 Fifth Avenue, Suite 900�Seattle,WA 98101 I S S U E D F 0 R P E R M I T SCALE: 1" = 40' �v� ph 206.623.0717�fax 206.624.3775 � coffman.com � SCALE: 1 :40 ` L A S T I N G c r e a t i v i t y�r e s u l i s�r e l a�i o n s h i p sC SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� I-. ACCEPTABILITY J�PEARSON DATE SUBTITLE cuRREr,T�4535737 �BOL � DATE O�J.O9.�7 � tis oF WAS�r THIS DESIGN AND/OR PAVING PLAN - REMOVAL ; — NEDC — RECORD DRAWING 113477Q5 DLR GRP 10.25.13 � �w SPECIFICATION IS APPROVED SHEEf � A NEW WATER LINE EVE-1019 DGG/ED ED 02.28.13 BOE,�� �' �� ;,� APPROVED BY DEPT. DATE r'r`E 777X STALL MODIFICATIONS - PHASE 2 � B 777X STALL MODIFICATIONS — PHASE 2 W45355737 CEI AH 05.09.17 CHECKEO C 2 2 0 17 R � 45458 � A � S ITE 45-YD JOB N0. COMP N0. � �GIST�R�� e ��SS�oNaL�� A � CIVIL MASTER EVERETT, Wq owc No. 45—YD—C220-17R 5/9/2017 (PAPFR CPACFI 4FF� 45—Y�—C�9�R('