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<br /> SNOHOI�AISH COUNTY
<br /> �`��
<br /> � � PUBLIC UTQ.ITY DISTR[CT NO 1
<br /> LOCATION_ Q� (.� CHAPLAUI ROAD, � 8SZ7Z AREA MONROE '
<br /> POLE NQ MSD-139 $E/$1�I� �/aS 6/31 T 28/29 R 08 DATE 7/9/�8 ORDER �0��37'�
<br /> REASON FOR WORK INSTALL NEW FIBER FROM ENGINEER MCREYNOLDS OPERATION O'IGO
<br /> FS-235 TO F-51845 DRAFTER KG �wc No 100016377-1C
<br /> ' A&PROVED T� sca�E NOTED =� ;
<br /> DATE 3/��/�9
<br /> PRINTED
<br /> DATE WORK COMPLETED FOREMAN
<br /> GENERAL NOTES� DRAWING LIST SUBSTAI"ION •`� �
<br /> CIRCUIT NO PHASE FEES REQ,D O YES ■ NO ? .., ' s'
<br /> 1. UNLESS OTHERWISE NOTED ATTACH FIBER 1' ABOVE EXISTING NEUTRAL, 6� eE�ow REVISIONS RIMARY OVERHEAD � ' `
<br /> E X I ST ING CROSSARM OR 13' BELOW TRANSMISSION. D R A W I N G T I T L E ` � . ~ �
<br /> RESIDENTIAL �`�s �
<br /> Y WITH SPECIFICATION 2313. � A P P V N 0. D A T E D E S C R I P T I O N COMMERCIAL '� , Y
<br /> L?�'�' C?� ��'�, � _.,.�
<br /> 2. THE CREW SHALL COMPL 100016377-1C TITLE SHEET �E # � _ _ a ��-�.s-�'s� �,;;;-, ��,,,,. :;
<br /> 3. PRIOR TO INSTALLING FIBER OPTIC CABLE THE CREW SHALL TEST EACH REEL.
<br /> 100016377-7 STRUCTURE MSD-139 TO STRUCTURE F-51845 PRI Y UNDERGROUND
<br /> 4. THE CREW SHALL COMPLY WITH ALL STATE, COUNTY AND CITY TRAFFIC CONTROL
<br /> STANDARDS. EFFECTIVE AND SAFE TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL ❑ RES ENTtA�
<br /> TIMES ON THE JOB SITE. PERMITS lDATE GRANTED)
<br /> ❑ COM RCIAL ❑ TREE TRIM
<br /> 5. ALL �UTAGES SHALL BE COORDINATED BY THE CREW TO THE SATISFACTION OF THE W I R E N O T E S• BASIC FEE f
<br /> DISTRICT AND THE DISTRICT S CUSTOMERS. �Eu# ❑ STATE
<br /> � g ��_ _ ❑ COUNTY
<br /> 6. THE CREW SHALL COMPLY WITH ALL SNOHOMISH COUNTY EROSION CONTROL AND STRING FROM SPLICE B�X TO SPLICE BOX sEcorvo Y UNDERGROUND � cITY
<br /> SEDIMENTATION BEST MANAGEMENT PRACTICES. 36 STR ADSS 0. 'rJ9�� DIAMETER FIBER OPTICS CC.U. JA0036) °
<br /> 7. INSTALL HELIX ANCHORS TO TORQUE 8,�00 FT-LBS. e,asic FEE s
<br /> @ ��= s EASEMENTS ❑ REQUIRED
<br /> 8. BACKFILL AL� NEW WOOD POLES WITH CRUSHED ROCK AND COMPACT PER SPECIFICATION 2313. FIBER SECTION SPAN LENGTH FIBER LENGTH urvoERCRou PLAT E# ❑ NOT REQUIRED
<br /> SIC FEE 3
<br /> 9. STRIP AND TOP OLD POLES THAT HAVE NON-DISTRICT ATTACHMENTS. . POLE MSD-139 TO F-51845 2 UGND RUNS FOR 4,130 FEET 4,800 FEET ENGINEERING DATE SENT TO Riw
<br /> � FT � E = f DATE APPROVED
<br /> 10. REMOVE OLD POLE AND BACKFILL HOIE WITH COMPACTED CRUSHED ROCK IF NO EXISTING TOTALS� 2 UGND RUNS FOR 4,130 FEET 4,800 FEET PLAT CONSTRUCTI N ,
<br /> NON-DISTRICT ATTACHMENTS. FOREIGN CONTACTS
<br /> � FT � i = S � JPN#
<br /> 11. TRANSFER ALL OVERHEAD PRIMARY LATERALS AND SECONDARY SERVICES AND MATCH NOTE� FIBER LENGTH INCL.UDES FIBER IN SNOWSHOES, SPLICE BOXES, VAULTS AND 5Y. RESERVE. STREET LIGHTING ❑ JOINT TRENCH VERIZON & CATV
<br /> EXISTING TENSION.
<br /> � FT � t = E ❑ JOINT 80RE VERIZON & CATV
<br /> 12. THE CREW SHALL SAG THE NEW FIBER TO MATCH THE SAG OF 1'HE EXISTING PRIMARY CROSSINGS
<br /> NEUTRAL. �
<br /> �. FT � f Y
<br /> 13. SNOWSHOE AND SPLICE BOX FIBER LENGTHS MAY BE ADJUSTED 8Y THE FOREMAN BASED ON WORK IN RIGHT OF WAY POLE STENCILING
<br /> FIELD GONDITIONS. . ❑ PRIMARY FROM To .
<br /> 0 SECONADARY TAKE OFF POLE
<br /> 14. ALL CABLE ATTACHMENT POINTS MUST BE MARKED USING C.U. J0090.
<br /> � FT � t = f PRE-CONSTR REQUIREMENTS
<br /> 15. TREAT ALL FIELD-ORILLED HOLES WITH COPPER NAPHTANATE (CAT. ID. 442228). TREAT AND PLUG MISCELLANEOUS FEES O TREE TRIM � PUD LOCATOR
<br /> OLD BOLT HOLES WHERE HARDWARE IS REMOVED WITH TREATED WOOD DOWELS.
<br /> VAULT E ❑ BACKHOE O
<br /> 11/16 DOWEL� MATERIAL CAT. ID. 899990 VAULT�� PERMIT 8 ❑ ONE CALL DATE
<br /> ��
<br /> 13/16" DOWEL� MATERIAL CAT. ID. 1000044 F-51845
<br /> g No.
<br /> 16. THE CONSTRUCTION DATA TABLES REFERENCE DISTRICT STANDARD ASSEMBLY'S AND COMPATIBLE p s STREET LIGHTING
<br /> UNITS THAT EXIST (SHADED) OR ARE TO BE INSTALLED BY THE CONTRACTOR (UNSHADED). oo ❑ YES o No
<br /> s
<br /> �6►� $ M&R AS-BUILT
<br /> � �
<br /> - � ENGINEf_R MATT McREYNOLDS TOTAL DUE 8 GIS
<br /> � DATE PAID GIS QC M&R
<br /> PHONE (425) 783—SG27 GIS Ph JOINT USE '
<br /> PERMIT C�NDITION � -
<br /> RECEIPT#
<br /> 1. ALL CALLS FOR INSPECTION SHALL BE MADE AT LEAST 24 HOURS IN ADVANCE.
<br /> CELLUL4R (425) 344-0874 NEW SVCE APPLICATION� LOCATION MAP PAGE
<br /> 2. CENTERLINE OF TRENCH CROSSING THE LAKE CHAPLAIN DAM MUST 8E STAKED . -
<br /> BY CONTRACTOR/PUD AND INSPECTED AND APPROVED BY CITY CF EVERETT AS B�1ILT DRAWING ACCEPTANCE�
<br /> WATER FILTER PLANT REPRESENTATIVE PRIOR TO COMMENCEMENl` OF ;
<br /> CONSTRUCTION WITHIN DAM PRISM. CONTRACTOR�
<br /> DATE�
<br /> 3. CITY OF EVERETT INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS IN PUD �N�PECTOR� DATE�
<br /> ADVANCE OF EXCAVATION NEAR (WITHIN 10 FEET) OF EXISTING UTILITIES.
<br /> PUD PROJECT LEADER—CONSTRUCTION� DATE�
<br /> 4. COMPACTION TESTS OF TRENCH BACKFILL IN ACCORDANCE WITH CITY OF
<br /> EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR
<br /> DEVELOPMENT ARE REQUIRED. FS-235--►�
<br /> ,
<br /> .
<br /> �- -
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<br /> DRAWING KEY MAP �S � ►
<br /> L1KE
<br /> NTS �u" I
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<br /> VICINITY MAP �
<br /> �
<br /> MID� 1002120 NTS � � �
<br /> O M
<br /> Permit#: PW181I-�5 �
<br /> V AU L T F—518 4 4 & F—518 4 5 D E T AI L 1 Site Address: 6133 LAKE CHAPLAIN RD � o
<br /> (�TS 7 Owner. EVERETTCITYOF O o
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<br /> ,�r�PRC)VEC� App. Qate: llJl/2018 � �
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