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

MATCHLINE - SEE DWG 45-YD-C220-16 �EG EN D ° � � CONCRETE (REINFORCED AND NON f I REINFORCED) PAVEMENT REMOVAL � � - J � P � � � � � - - � .� � � -- - -�- -� .-. ` o � � � � .� � i � � � o , I � GE�IERAL NOTES � � I 1 . PROTECT ALL EXISTING SURFACE FEATURES TO � � REMAIN, INCLUDING BUT NOT LIMITED TO � STRIPING, VALVE BOXES, FIRE HYDRANTS AND I SPRAY NOZZLES, HAND HOLES, LIGHT POLES, o MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, � I � AND EQUIPMENT PRIOR TO WORK. � � � -�� 2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN o � �, ON PLANS AND PROFILES ARE BASED ON SURVEY � ° DATA, GPR SURVEY, AND RECORD DRAWINGS AND I ` ° ARE THE BEST AVAILABLE INFORMATION AT THE � "� � � TIME OF PLANS PRODUCTlON. THE CONTRACTOR 0 SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE � � ` � � � START OF DEMOLITION WORK. � � a � � � �" � — — -- -- -- — --- .` � � ,� 3. SOIL REMEDIATION MAY BE REQUIRED. CONTACT � BOEING EHS, AL SUGINO PRIOR TO EXCAVATION � � I OF SUBGRADE. 0 4. COORDINATE ALL UTILITY SHUT DOWNS WITH 2 Q BOEING FACILITIES PRIOR TO EXCAVATION. o O a� O � 1 °° � I � � a� - - 1 � � _ � � . � °° a � 2 � ,� C O �I STR U CTI O N N OTES � �' L�7 � � ° ° � 1`' CONCRETE PANEL REMOVAL NOTES: i �i �i � A. CONCRETE PANELS TO BE REMOVED SHALL BE o n " ° I CUT FULL DEPTH. o f1 ° ° � B. WITH THE EXCEPTION OF KEYED JOINTS TO BE ° � o REMOVED FROM ADJACENT SLABS, SAWCUTTING N �- A N � v � � �� Q � � REMAIN NOT PENETRATE ADJACENT SLABS TO i N � � � � ' �� � d- I i C. PAVEMENT REMOVAL AREAS SURROUNDED BY � o � � � PAVEMENT TO REMAIN BY WHAT EVER MEANS � NECESSARY, WHICH MAY INCLUDE: w � ° � �- � - TWIN SAWCUTS. FIRST RELIEF CUT �I ° o � o ' N w APPROXIMATELY 12 INCHES INSIDE THE � I o o � � � � PANEL TO BE REMOVED. FOLLOWED BY A w SECOND CUT ALONG THE JOINT AFTER J � z BREAKING, CHIPPING AND REMOVING THE _ � = INTERIOR CONCRETE. � �� Q —LIFT—OUT METHOD. CUT A SINGLEFULL I � � DEPTH SAW CUT FOLLOWED BY THE � PIACEMENT OF SECURE LIF7ING ANCHORS � TO LIFT THE PANEL SECTION OUT. ° a -OTHER APPROVED REMOVAL METHODS. D. ANY STRIPING AND BOLLARQ REMOVAL IS � INCIDENTAL TO CONCRETE PANEL REMOVAL. �Q I o °�� ° I 2�- SEE MECHANICAL AND ELECTRICAL PLANS FOR o � � o 0 0 0� � o �� REMOVAL OF FORWARD HARDSTAND AND UTILITY a INTERRUPTIONS. 0 0 � � I ., .� .�,T �� _ �, � OEI �J � PR � P A � � �T�' �II� E , � 00 01 0 02 � � 03: � . 04I,J 8 � 0 05 .` r._ o � l 3' 9 � 1 ' I d O6 � 07�- -�1 08, 09 ee � 10 � 11 � � 1� 12� 13 14 0 0 I i � � 15 �� 16?; ' 17 18 �19 e � s 20 21 22 � 23� 24� 25 � 26 * •-----27 ; 28 � � �c_ .� � , -� 30 6290 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- — -- -- K EY P �AN � I OFFMAN � SCALE: NONE I v 90 /o SUBMITTAL PARTIAL P �Af� — R EM 01/A� N N G I N E E R S 40 20 0 20 40 �o 1601 Fifth Avenue, Suite 900�Seattle,WA 98101 �S S U E D F 0 R P E R M I T ph 2D6.623.0717�fax 20fi.624.3775 SCALE: �� = 4�� coffman.com SCALE: 1 :40 ° LASTING creativiiy�resulls�rela�ionships N SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REYISION SYMBOL DATE ' � L. ACCEPTABILITY J. PEARSON � A 777X STALL MODIFICATIONS — PHASE 2 W4535737 CEI AH 05.09.17 �1S�oF WAs�r, THIS DESIGN AND/OR K PAVING PLAN - REMOVAL W4535737 A 05.09.17 � ,� ��, , •. SPECIFICATION IS APPROVED SHEEf � BOE,�� PROVED BY DEPT. DATE �'T`� 777X STALL MODIFICATIONS - PHASE 2 g �H C220-21 R � � � w SITE 45 YD � asass e- APPROVED � JOB N0. COMP N0. � � ��S��s��R�G�� APPROVED DWG N0. � `sI�'�AL�'� CIVIL MASTER EVERETT, WA 45—YD—C220-21 R 5/9/2017 (PAPFR SPAf:FI CFF• a.�—m_r.��nR .