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<br /> I � N � 1 S TAT I C T E S T � � ❑ � I I I '�' PROPOSED STRUCTURE
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<br /> Q IX ONCRETE � ���� � i � i � � $.3
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<br /> B L D G ' ' � � � ASPHALT PAVEMENT
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<br /> . . � � -j- � � ;I a � LANE � EG 565.60
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<br /> � � � � � SPOT ELEVATION
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<br /> EG EXISTING GRADE
<br /> D � EG 565.50 , � �I � ��
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<br /> + � 116' AT DOOR ME 565.73 5 ' � _�� i i I FG FINISH GRADE
<br /> _ 51' � Np . .
<br /> � _ (6) NEW BOLLARDS C500 � � I ME MATCH EXISTING ELAVATION
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<br /> I� `. .. EXIST, ROLL-UP DOOR � I I I �.I
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<br /> , — — _ — — 3. � .:� �_.__,-��—__=_ � � ... � 4�e�� � � .-� � �� GENERAL NOTES
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<br /> � � � '_ ( ) ��� NEW HYDRAULIC �� ME 565.60 MHE (TRASH) , — — — — _� �----� �I 1. SEE SHEEf C2 FOR RELATED PROJECT NOTES.
<br /> p II j� a' 5 � PUMP BLDG ;��:•, EG 19' 15 FIRE/MAINTENANCE SETBA K o
<br /> "� �� � N FF=565.50 "' • • p�� 2. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLEfION OF
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<br /> � � FG 565.65 ACROSS ROLL 0 WORK.
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<br /> � I I ? Z �' � 2 � . :a� �� � �, ❑ I 3. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO
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<br /> I I N �, �.n,P� FI R���� S FI R E N E N PAR � � � � COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT
<br /> I ' � �• a / >> ME 565.50 � Sp,N � K I N 0 0 � I � L MITS TO AN APPROVED OFF SITE LOCATION.
<br /> I I I . I I : N Q � , P�� o o � � �� � �
<br /> z I I /^� � A B R I M E L. 5 6 5.3 8 7 � � � ¢�N E W P O R T A B L E O F F I C E B U I L D I N G B Y O T H E R S. Fl N I S H F L O O R
<br /> O � ` � '` � 10•2' 23.7' 5' 8' 24' C�� � w � ELEVATION TO MATCH ADJACENT PORTABLE TRAILERS FINISH FLOOR
<br /> I ', I I ' —_ R I D G E L I N E I� O
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<br /> l � — — � �;�� � � PIANS P /�, � ��� � ����- ���� — � N � � � �NEW HYDRAULIC PUMP ROOM SEE STRUCTURAL PARTIAL SLAB PIAN
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<br /> � � GENERATOR PAD • W W . . FH N Z I 45-012-1S160-14.
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<br /> � � � � � � � � � �, 5 � ti CONSTRUCTION NOTES
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<br /> I � � � 45-112 � I 1�INSTALL ASPHALT PAVEMENT PER DETAIL 1/C500. MATCH EXISTING
<br /> �d, � � � " POR7ABLE OFFICE BLDG C500 GRADE PER D�'AIL 2/C500.
<br /> \y � MHE � � � 4 0 � � :
<br /> I I - w _ o � 6 TYP I 2 INSTALL BOLLARD PER DETAIL 5 C500.
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<br /> � N � ��I� �NI �dd ON � N Q� 45-XXX � 8
<br /> U sA � o n �� NEW PORTAB � I EX FLIGHTLINE FENCE 3 PROVIDE 45LF OF 6" STORM DRAIN PIPE � 2% MIN SLOPE. SEE
<br /> AN SAN SAN w � N
<br /> � N . � sAN sAN�----sAN� i � g OFFICE BLD TRENCH DETAIL 3/C500.
<br /> ) � FH� - � � � v, � . __ ,. _ .-- - _ : , Z� I I .
<br /> ) _ _ _ _ _ I I 5'9 4�CONNECT TO EXISTING 6" DRAINAGE PIPE. FITTINGS AS REQUIRED.
<br /> ' �--- _ _ — — � — — — — — — — — — — � � � — 45-113 — — — � I I
<br /> i � SP i , �r PORTABLE OFFICE BLDG �, 5�INSTALL LONGITUDINAL PEDESTRIAN PATH MARKINGS, SYM80LS AND
<br /> � 5 �, I I EX EDGE OF PAVEMENT LETTERS AS INDICATED ON THE PIAN. SEE DEfAIL 7/C500. SEE
<br /> I z � I 3 � PAINT STRIPING NOTES ON SHEEf C2 FOR ADDITIONAL INFORMATION.
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<br /> �PARKING STALL STRIPING PER DETAIL 6/C500.
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<br /> i `� 5P� � z � - __ _ _ � 5 9 (2) NEW PARALLEL �i �INSTALL ON-SITE PEDESTRIAN CROSSWALK PER DETAIL 8/C500.
<br /> I � � -� 45-1<15 o PARKING STALLS
<br /> S RESTROOM `� � 6 ry,o N � I� � �INSTALL 4" PAINT STRIPING (WHITE).
<br /> I I � � I EX UARD RAIL
<br /> � 24' � � � � 7 -� I 9�INSTALL 6" CLEANOUT PER DETAIL 4/C500.
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<br /> � EX ASPHALT �
<br /> iSP� i � np �� �' ���� 10 CONSTRUCT ASPHALT SLOPE 2q MAX. TO FINISHED FLOOR.
<br /> � IX ASPHALT �
<br /> I I C�00 C O N 4 II 11 CONSTRUCT CONC. RAMP 2% INSIDE PUMP ROOM.
<br /> I � � � C500 I I 12 CONTRACTOR TO SURVEY AREA TO VERIFY EXISTING GRADES AND
<br /> I � � SLOPES WILL WORK WITH THE PROPOSED PUMP ROOM ROLL-UP AND
<br /> I � D I (3) NEW STANDARD� MAN DOOR GRADING. AT NO POINT SHALL THE OUTSIDE GRADING
<br /> �- � PARKING STALLS SLOPE DOWN TO THE DOORS. MAINTAIN POSITIVE SLOPE AWAY FROM
<br /> SP� � � z i C�00 �- BUILDING. �
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<br /> I I sTs � � CI�fY �F EV�Kk � �1
<br /> I I sTs ` l TOE OF BANK I I �tVIEWED FOR PE�,MIT
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<br /> EX ASPHALT I
<br /> ACCESS RAMP �
<br /> 7'CHAINLINK- 1' BW
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<br /> STS STS STS STS STS �4„PLASTIC __ ____ '
<br /> srs srs sTs--o PERIMETER ROAD �
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<br /> EX FLIGHTLINE FENCE � I
<br /> � PROPERTY LINE x �
<br /> 7'CLF 1'BW x�x �
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<br /> OFFlIAAN ISSUE FOR PERMIT
<br /> NGINEEItS
<br /> � E N LA R G E D P LA N 1601 Fifth Avenue, Suite 900�Seattle,WA 98101 1 20 ,o o ,o Zo 40 �
<br /> �� � N ph 20fi.623.0717�fax 206.624.3775 0�■ � O��O 1 �
<br /> C3 C4 SCALE: � = 2� ' ` coffman.com
<br /> LAST7NG cree�Ni�y�resuAs�reiationships
<br /> SCALE: 1" = 20'
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REYISION BY APPROVED �ATE �EIMBI ACCEPTABILIIY M.BOSILKOV 03.10.17 ENLARGED PLAN
<br /> - EDC STATIC TEST FACILITY - PHASE 2 W4440664 CEI CH 03.10.17 � �� �A�'k��'�' THIS DESIGN AND/OR W4440664 — 03.10.17
<br /> �'�.`��' ��'�� SPECIFlCATION IS APPROVED C. HEIMBIGNER 03.10.17 SHEET
<br /> BOE,�� � g =- x APPROVED BY DEPT. DATE p. FURR o3.�0.» ��E EDC STATIC TEST FACILITY — PHASE 2
<br /> CHECKED C4
<br /> "�� 3810 ,w'w A
<br /> SITE 45-YD JOB N0. COMP N0.
<br /> �t�'��GISTE4� 'ti� W4440664
<br /> ssj�NAL ��G CIVIL MASTER EVERETT, WA °wc No. 45—YD—C4 �
<br /> �ioi�na�
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