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MATCHLINE - SEE DWG 45-YD-C220-11
<br /> --�--�--- -- -- -- -- — -- -- -- -- o o -- — — — — — — -- — LE� E D
<br /> � � O �
<br /> X � � o $ o 0 0 0 ❑ - -,
<br /> I � I CONCRETE (REINFORCED AND NON
<br /> 19 °
<br /> � o I o o � _ � REINFORCED) PAVEMENT REMOVAL
<br /> I � � �
<br /> • e � M
<br /> X , ° I ° o � GENERAL NOTES
<br /> o � 1. PROTECT ALL EXISTING SURFACE FEATURES TO
<br /> I I � REMAIN, INCLUDING BUT NOT LIMITED TO
<br /> � '� ° � STRIPING, VALVE BOXES, FIRE HYDRANTS AND
<br /> 0
<br /> � I SPRAY NOZZLES, HAND HOLES, LIGHT POLES,
<br /> x I I MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS,
<br /> AND EQUIPMENT PRIOR TO WORK.
<br /> � I I � 2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN
<br /> � '� � 4J-Z�3 45-287 � � ON PLANS AND PROFILES ARE BASED ON SURVEY
<br /> � I ° DATA, GPR SURVEY, AND RECORD DRAWINGS AND
<br /> x I I TME OF PLANSAPR DUCTIONFORMHE��ONTRACTOR
<br /> --i 45-247 I SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE
<br /> �� �
<br /> START OF DEMOLITION WORK.
<br /> � � � 3. SOIL REMEDIATION MAY BE REQUIRED. CONTACT
<br /> � C� 4'�-223 � ° BOEING EHS, AL SUGINO PRIOR TO EXCAVATION
<br /> I I o o ° � OF SUBGRADE.
<br /> � � �~-1 I ( 0 4. COORDINATE ALL UTILIIY SHUT DOWNS WITH
<br /> ° ° o BOEING FACILITIES PRIOR TO EXCAVATION.
<br /> � � Q � I
<br /> � X o B I —X X X X X X X }� o � o 00
<br /> �- X- X "' � o � 000 00 �
<br /> � ° 45-28 � � 6 a
<br /> _ � �
<br /> 0 4� 249 I
<br /> �\ \
<br /> x � CO �JSTRU �TION NOTES
<br /> o � I �'
<br /> I 1� CONCRETE PANEL REMOVAL NOTES:
<br /> � x I I x � A. CONCRETE PANELS TO BE REMOVED SHALL BE
<br /> � ° I CUT FULL DEPTH.
<br /> � ° o0 oQ
<br /> X X � B EMOVED ROMPAIDJACENTKSLABS,��SAWCUTfING
<br /> I
<br /> SHALL NOT PENEfRATE ADJACENT SLABS TO
<br /> � � I � X I REMAIN.
<br /> � X � C. PAVEMENT REMOVAL AREAS SURROUNDED BY
<br /> ° � I .� �► .� ,a. ,� ,�► .� ,,. .� ,b, ,� ,,, ,�
<br /> � � � 'b i PAVEMENT TO REMAIN BY WHAT EVER MEANS
<br /> N X � I � � � NECESSARY, WHICH MAY INCLUDE:
<br /> N 21 � o N
<br /> � I � � a � � o PPROX MATELY 1�25 NCHES INS DE THE PANE
<br /> � I � ° ° ��
<br /> � �X o � X � TO BE REMOVED. FOLLOWED BY A SECOND
<br /> � CUT ALONG THE JOINT AFTER BREAKING,
<br /> `� 4 "rJ-231 4 'rJ-533 l� c� CHIPPING AND REMOVING THE INTERIOR
<br /> o '� � I � CONCRETE.
<br /> � x
<br /> W I o 0 0 o w -LIFT-OUT METHOD. CUT A SINGLEFULL DEPTH
<br /> �'�X � ° ° "' SAW CUT FOLLOWED BY THE PLACEMENT OF
<br /> � � I x � � � SECURE LIFTING ANCHORS TO LIFT THE PANE
<br /> o l
<br /> Z � o z SECTION OUT.
<br /> � ( 4 _'�?�� o o � o 0 0 0 0 og a X � -OTHER APPROVED REMOVAL METHODS.
<br /> Q O ° I � g `� a 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 /> �I � _ _ I � X X X X X X X X
<br /> J � x. ,� ,� ,x �,, ,� � INCIDENTAL TO CONCRETE PANEL REMOVAL.
<br /> 45 204
<br /> b< °� o �� �O� �� I �— X 2 SEE MECHANICAL AND ELECTRICAL PLANS FOR
<br /> � �'
<br /> � o I REMOVAL OF FWD HARDSTAND AND UTILITY
<br /> I I INTERRUPTIONS.
<br /> fa
<br /> I o
<br /> � I 2 � � � 3,� PROTECT WATER VALVE TO REMAIN OPERATIONAL
<br /> 0 21 I DURING CONSTRUCTION.
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<br /> -- -- -- -- -- -- -- -- — — — -- K EY P �AN � I
<br /> MATCHLINE - SEE DWG 45-YD-C220-21 Or:�MAN I v
<br /> 90% S U B M I TTAL SCALE: NONE
<br /> N G I N E E R S 40 20 0 2a 4o so 0
<br /> P A R T I A L P LA N — R E M 0�A� 1601 Fifth Avenue, Suite 900�Seattle,WA 98101 ,
<br /> . „ , N ph 206.623.0717�fax 206.624.3775 I S S U E D F 0 R P E R M I T r
<br /> S C A L E. 1 = 4 0 coffman.com S C A L E: 1:4 0 '
<br /> LASTING creativity�resulis�relatbnships �
<br /> DRAWN DATE SUBTITLE CURRENT REYISION SYMBOL DATE y
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� L. ACCEPTABILITY J. PEARSON W1780788 B 05.09.�7 �
<br /> A ADDED LIGHT STANDARDS & BARRIER IN STALL 110 W1780788 JMP BAO 03.21.14 �� oF WAs�r, THIS DESIGN AND/OR PAVING PLAN - REMOVAL �
<br /> "U �ti . -• SPECIFlCATION IS APPROVED SHEEf �
<br /> B 777X STALL MODIFICATIONS - PHASE 2 W4535737 CEI AH 05.09.17 �0�,��� ��� .;j� APPROVED BY DEPT. DATE CHECKED ��E 777X STALL MODIFICATIONS - PHASE 2 — u
<br /> �220 1 � R �
<br /> S ITE 45-YD `
<br /> �, asass � �� A V JOB N0. COMP N0. �
<br /> �CISTYR� �' —
<br /> �`�SSjoNaL��G� A v CIVIL MASTER EVERETT, Wq °wc No. 45-YD-C220-16R
<br /> 5/9/2017 (PAPFR SPACFI SFF� 45—Y�—C9��R �W
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