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�IE 1 4 , SECTIC� �I 35 , TO� I� SNIP � 9 �IORTH , RA�IGE 4 EAST, W . M . �
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<br /> ENCINEERING
<br /> 250 4TH AVE. S.� SUITE 200
<br /> EDMONDS. WASHINGTON 98020
<br /> PHONE (425) 778-8500
<br /> FAX (425) 778-5536
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<br /> µ N47 57'30A"W122, 15'14.2"
<br /> OWNER C�NSULTANTS LEGAL DESCRIPTI4N BENCHMARK " _
<br /> RICHARD AND SUZANNE SCRiVEN ARCHITECT CIVIL ENGINEER PARCEL"A"AND"B", BOUNDARY LINE fXIST1NG RAILR�AD SPfKE IN _ _ �'
<br /> ADJUSTMENT RfCORDED UNDER PAVEMENT(03/2016} _ � �� _ � GUI
<br /> 1901 W MUKILTEO BLVD BC&1 CG ENGINEERING L
<br /> EVERETT�WA 98203 197 PARFITT WAY SW�SUITE 120 250 4TH AVE S� SUITE 200 AUDITOR'S FIIE NO. 2004{}6085302r �� �Q�� p4 �AS,BlL�
<br /> BAiNBRIDGE ISLAND,WA 98110 EDMONDS, WA 98020
<br /> RECORDS OF SNQHOMISH COUNTY, e ��r�3��•:,ss'°��;� �t�tfE � `'°`
<br /> WASHINGTON. - _ � -_ ` �,4� . ��,
<br /> 206J80.9113 425.778.8500 FAX 778.5536 - - BNSF RAI�WAY ��
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<br /> CONTACT: KIM KLOBUCHER CONTACT: GREG GUILLEN DATU M , RIGHT-OF-WAY '
<br /> SUBJECT TO ALL EASEMENTS, � � _� _> ---- "
<br /> VI�I N ITY MAP �j�,� ti
<br /> RESTRICTIONS AND RfSERVAT10N5. �-----� 'u, 2�
<br /> S{TUATE IN THE COUNTY flF ASSUMED ��J EXESTING QITCH S
<br /> SURVEYOR SOIL/GEOTECH ENGINEER SNOHOMISH, STAiE OF WASHtNGTOt�. _ __ . _ _ - NTS =PR0IECTSITE SI�L �
<br /> WESTERN ENGINEERS&SURVEYDRS NELSON GEOTECHNICAL ASSOCIATES
<br /> 9740 EVERGREEN WAY 17311 135TH AVE NE,A-500 �w�;;,.�- �" �6/2�/�'�
<br /> EVERETf,WA 98204 WOODINVILLE,WA 98072 __� 5'.4�}
<br /> 425.356.2700 425.486.1fi59 �,�:�"2�'39°� ` _,_. ___ _. _ _ _- -- _. _
<br /> CONTACT:MIKE�ONG
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<br /> DRAtN I7IFFUSfR _ __ _
<br /> G E N E RAL N�TES ��. ���A-��°�°� �:.
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<br /> STORM DRAINAGE NOTES:
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHAI�BE COVEREQ,CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN
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<br /> INSPECTED,TESTED,AND ACCEPTEd BY THf CiTY OF EVERETT.
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<br /> 2. ALL WORK AND MATERIA�SHA�L CONFORM T�THE CITY CTF EVERETT DESIGN AND CONSTRUCTION STANDARDS I I � BURIED UTiLiTIES EXIST IN THE AREA AND UTIItTY � vy Q
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<br /> AND SPECIfICATIONS AN�THE 1NS�CC3T/APWA STAN�}ARD SPECIFICATIONS FOR ROAD, BRID�E,AND MUNICIPA� ;f
<br /> 3 � , - ' INFORMATION SNOWN MAY NOT BE COMPLETE. CONTACT � Q � �
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<br /> � THE ONE-CAII.UTILITY LOCATE SERVICE A MINIMUM OF 48 Ca _ —
<br /> CONSTRUCTiON (CURRENT EDII`ION}. N � N �
<br /> HOURS PRIOR TO CONSTRUCTION
<br /> 3. APPROXIMATE LOCATIONS OF EXi5T1NG UTI�ITIES HAVE BEEN OBTAINED FROM AVAILABIE RECORDS AND ARE . � Z F- � w �
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<br /> SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERI�ICATION OF I.00ATI0N5 AND � � � � w
<br /> TO AVOID DAMAGE TO ANY AdD4TIONAL UTILIT{ES SHOWN. IF CONFLICTS WITH EXISTING UTILITtES ARISE i
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<br /> DURIN6 CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES � -- - -- �� .( �- W E= a �,-
<br /> REQUIRED SHALt BE APRROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
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<br /> � - - � SHEET INDEX � � � — �
<br /> CONSTRUCTION ON THE PROJECT. ANCH(�R P1PE T� _ - - -- - --� W Z w Q w
<br /> 4. ALL STORM SYSTEMS WtTHIN THE PUBLIC RIGHT-aF-WAY OR tN EASEMENTS MUST BE STAKED BY SURVEY FQR 2 S�.OPE;SPACING C1,1 DRAINAGE PLAN � m a aC a
<br /> PER MFR -
<br /> LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. ��` . '�`"
<br /> - C1.2 DRAINAGE DETAIIS
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<br /> --� CHECK: GAG
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<br /> =- - JOB NO: 17041 .20
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