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HomeMy WebLinkAbout20260113_PJA26-0012_SOW SHEET INDEX I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK CONSTRUCTION PACKAGE ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY 6017050 COVER PRINT 1 QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. ARTNWAXX-S3055 LEGEND 2 (SIGNATURE AND DATE) TYPICALS 3-7 DESIGN PRINTS 8-10 W.O. DRIVER CONSTRUCTION START ❑ ETHERNET ❑ CIAC CONSTRUCTION COMPILE ❑ DAMAGE ❑ OTHER `r CONSTRUCTION CONTACT INFO a B(CEi(ffUStBEACH PERMITS to MUNICIPALITY: ❑ CITY ❑ TCP/TRAFFIC z > ❑ COUNTY _ Z ❑ WSDOT ❑ RAILROAD ❑ JPN fh str fif- JOINT POLE JFN/NJUNS# s"E 8 200th St N ® NO JPN REQUIRED POLE JPN JPN OWNER TO FROM SH ET 9 ur ❑ ❑ ❑ POWER ❑ ❑ ❑ CAN 4 ❑ ❑ ❑ ZIPLY d SHEET 10 d le B?� ke,A/ry - BOOKER t ENGINEERING 196sh St NE Know whaftbelow. ACAUTION .eh y cr��NS C1II before you dig. °b Sid CIO s• REVISIONS 07/02/2025 INITIAL DESIGN BD 33 p Z 10/14/2025 PATH ADJUSTMENTS JR a f b � L ` V y14 � ?F o < Z.plyfiber, ARTNWAXX-S3055 8822 196TH ST NE, ARLINGTON, WA 98223 PROJECT 6017050 C.O.AREA:ARLINGTON NUMBER: EXCH.CODE:51397 1 DRAWN DATE: I ENGR:ERICK HURDLE CNTY:SNOHOMISH 07/02/2025 1 PHONE:TEAMS FILE: rro=w " j SCALE:N.T.S TAX DISTRICT:ARLSN DWG 1 OF 10 TWNSHP:T13N RNG:R5E SEC:S13 I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP AERIAL LEGEND EXISTING EQUIPMENT PROPOSED EQUIPMENT CHECKLIST. LEGEND LEGEND (SIGNATURE AND DATE) ANC ANCHOR WA WOODARM CA ARM CABLE ARM AA ALLEY ARM LEGEND FOR TOOLS LEGEND FOR TOOLS CAN CABLE TV MA METAL(SEATTLE)ARM MISSLE BORE W.O. DRIVER CONSTRUCTION START Line Features DG DOWN GUY CA COMPOSITE(PUPI)ARM Rw ROW DIRECTIONAL BORE ❑ ETHERNET DGA DOWN GUARD ARM EOP — — TRENCH ❑ CIAC CONSTRUCTION COMPLETE FGA FIBER GLASS ARM — — SSP ❑ DAMAGE � CENTER LINE F/S FIELD SIDE PROPERTY LINE — — PROOF&PULL ❑ OTHER GA GUARD ARM sm SIDEWALK A NEW STRAND&LASH HOA HEIGHT OF ATTACHMENT —Boc—Boc—BOC A EXISTING STRAND&LASH CONSTRUCTION CONTACT INFO urB UTILITY EASEMENT PROPOSED HAND HOLE M/R MAKE READY RAIL ROAD FP FLOWER POT PERMITS OHG OVERHEAD GUY Block Features ® PEDESTAL R/S ROAD SIDE � LID MUNICIPALITY: © CATV AMP PEDESTAL SLAN LIGHT OR POWER COMPANY INVENTORY NUMBER c CAN PED RISER ❑ CITY SWA SIDEWALK ANCHOR AND GUY ELEC-PED —'Q ANCHOR&GUY ❑ TCP/TRAFFIC T TELEPHONE m TELCO PED ' UTILITY POLE ❑ COUNTY TERM TERMINAL ° X-CON ECTOR RMER EXISTING UTILITIES ❑ RAILROAD TRANS TRANSFORMER o X-CONNECTOR TAPE&SHAPE REQUEST FOR POWER COMPANY TO CLEAN UP SECONDARY POWER CABLES POWER METER ❑ JPN AND/OR TOP OF RISER CABLES SO PROPSED CABLES CAN BE ATTACHED o HAND HOLE LEGEND WITHOUT VIOLATING THE40"RULE JOINT POLE o MANHOLE CABLE ARM ATTACHMENT LOCATION: O FIRE HYDRANT SANITARY SEWER JFN/NJUNS# TF TOP FIELD SIDE FS FIELD SIDE m POWER POLE&ANCHOR/GUY STORM SEWER ® NO JPN REQUIRED TS TOP STREET SIDE RS ROAD SIDE o DEMARC POINT w WATER POLE JPN JPN ®TIP TOP INSIDE POSITION DE DEAD END ATTACHEMT STORM DRAIN GAS OWNER TO FROM TIS TOP INSIDE STREET POSITION FOE FALSE DEAD END ATTACHMENT BURIED FIBER MARKER ELECTRIC ❑ ❑ ❑ POWER TMP TOP MIDDILE POSITION IM INTEGRATED MESSENGER 0 STREET LIGHT POLE ❑ ❑ ❑ CATV SLIM STREET LIGHT MAST ARM 0 DROP POLE(rELECOM POLE ❑ ❑ ❑ ZIPLY TOP TOP OUTSIDE POSITION DL DRIP LOOP ® EXISTING RISER TOS TOP OUTSIDE STREET POSITION BF BOTTOM FIELD SIDE CONSTRUCTION NOTES: B a O KE R BS BOTTOM STREET SIDE 1.CALL UTILITY LOCATE AT 811,72 HOURS PRIOR TO TRENCHING OR DIGGING. BIP BOTTOM INSIDE SIDE 2.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR � E N G IN E E R IN G BIS BOTTOM INSIDE STREET SIDE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR BMP BOTTOM MIDDILE POSITION COUNTY RECORDS.SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT ACAUTION BOB BOTTOM OUTSIDE STREET SIDE DIFFERENT FROM THAT SHOWN.THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION. Kllowwhat'S belOW. 3.FOR UNDERGROUND ACTIVITY:TEST AND VENTILATE MANHOLE/UTILITY VAULT PRIOR TO ENTRY.PLACE WARNING DEVICES Overhead AND WORK AREA PROTECTION AS REQUIRED,AND USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL,STATE,AND Call before you dig. Cables LOCAL REGULATIONS. 4.ALL EXCAVATION,TRENCHING,AND SHORING IS TO ADHERE TO THE CODE OF FEDERAL REGULATIONS(CFR)1926.650 REVISIONS SUBPART P. a.PROVIDE ALL PITS WITH VXV SLOPE AT ONE END OF EXCAVATION FOR TECHNICIAN INGRESS/EGRESS. 07/02/2025 INITIAL DESIGN BD ABBREVIATIONS. b.EXCAVATED SPOILS ARE TO BE NO LESS THAN 24"FROM EDGE OF PIT OR TRENCH. 10/14/2025 PATH ADJUSTMENTS JR c.BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY.ALL BARRICADES MUST BE EQUIPPED WITH FLASHING LIGHTS FOR NIGHT VISIBILITY. BLDG BUILDING PIED PEDESTAL(UTILITY) d.FOR PITS GREATER THAN 4'IN DEPTH,USE APPROPRIATE SHORING FOR WALL STABILITY C/L CENTER LINE PVC POLYVINYL CHLORIDE 5.TRENCH COVER IS TO BE 36"MINIMUM AND FREE OF ROCKS,DEBRIS,AND CLODS.THE TRENCH IS TO BE A MINIMUM OF 36" CONC CONCRETE P/L PROPERTY LINE COVER IN DEVELOPED AREAS AND A MINIMUM OF 48"OF COVER IN UNDEVELOPED AREAS(ANY VARIANCE FROM THESE STANDARDS WILL BE SPECIFIED ON THE PLANS). CSW CONCRETE SIDE WALK RR RAIL ROAD 6.TRENCH CROSSINGS SHALL BE BACKFILLED WITH CDF HAVING A COMPRESSIVE STRENGTH OF 50 PSI AT 28-DAY DWY DRIVEWAY R/W RIGHT OF WAY COMPRESSIVE STRENGTH. EOC EDGE OF CURB SL STREET LIGHT 7.ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED,DISTURBED,OR DAMAGES AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. EOP EDGE OF PAVEMENT W-BLDG WALL TO BUILDING 8.NORMAL/GUIDED-BORING METHOD RECOMMENDED WHEN BORING. ,. E E LINE V�/_P 9.ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED. ' iber WALL TO POLE 10.BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AGENCY(S). HH HANDHOLE W-W WALL TO WALL 11.AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE AND LOCAL REGULATIONS. MH MAN HOLE P.U.E PUBLIC UTILITY EASEMENT 12.ALL WORK AREA PROTECTION FOR TRAFFIC CONTROL IS TO BE WITH APPROVED WARNING DEVICES AND PLACED PER STATE 1:50 NOT TO SCALE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. IF REQUIRED,A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE REQUESTING PERMITTING AGENCY.PRIOR TO ARTNWAXX-S3055 BEGINNING WORK,PERMITTING AGENCIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. 8822 196TH ST NE,ARLINGTON, WA 98223 13. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE MAINTAINED AT ALL TIMES.AS NECESSARY, TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE PROJECT 6017050 C.O.AREA:ARLINGTON DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. NUMBER: EXCH.CODE:51397 DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 14.THE PROVIDED FOOTAGES ARE ESTIMATES.FOOTAGES TO BE VERIFIED PRIOR TO CONSTRUCTIONS. 07/02/2025 PHONE:TEAMS FILE: SCALE:N.T.S TAX DISTRICT:ARLSN DWG 2 OF 10 12 TWNSHP:TI3N RNG:R5E I SEC:S13 ADDITIONAL NOTES & DETAILS I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (SIGNATURE AND DATE) PUBLIC UTILITY NOTE W.O. DRIVER CONSTRUCTION START ❑ ETHERNET ❑ CIAC CONSTRUCTION COMPLETE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES (GAS, ❑ DAMAGE ❑ OTHER ELECTRIC, TELEPHONE, SEWER, WATER, ETC), PRIOR TO CONSTRUCTION CONTACT INFO COMMENCING ANY CONSTRUCTION. THESE COMPANIES WILL LOCATE, PERMITS ON THE GROUND, THE LOCATION OF ALL CONDUITS, DUCTS, MUNICIPALITY: UNDERGROUND PIPING, ETC. ADJOINING & CROSSING PROPOSED ❑ CITY ❑ TCP/TRAFFIC CONSTRUCTION. ❑ COUNTY ❑ WSDOT ❑ RAILROAD ❑ JPN JOINT POLE JFN/NJUNS# ® NO JPN REQUIRED POLE JPN JPN OWNER TO FROM ❑ ❑ ❑ POWER ❑ ❑ ❑ CATV ❑ ❑ ❑ ZIPLY PUBLIC UTILITY NOTE a= BOOKER ENGINEERING ADDITIONAL NOTES Q3 �oCallbe below. AcAurroN Overhead cables 1.EXCEPT AS OTHERWISE NOTED, CONTRACTOR SHALL MAINTAIN A REVISIONS MINIMUM OF 24 INCHES OF SEPARATION FROM EXISTING UTILITIES. 07/02/2025 INITIAL DESIGN BD 10/14/2025 PATH ADJUSTMENTS JR 2.CONTRACTOR SHALL POTHOLE EACH UTILITY TO DETERMINE SIZE, LOCATION, AND DEPTH PRIOR TO CROSSING. 3.CONTRACTOR IS CAUTIONED TO PROTECT SEWER MANHOLES, CATCH BASINS, LATERALS AND INLETS. 4.CONTRACTOR WILL PROVIDE BARRICADING TO INSURE CORRECT TRAFFIC CONTROL WHILE MAINTAINING VEHICULAR TRAFFIC AT ALL ,„ • TIMES. ' iber 5.RESTORATION TO BE IN COMPLIANCE WITH ZIPLY AND APPLICABLE p y PERMITTING AGENCIES. 55 &BONDING AND GROUNDING PER NESC. ST NE, A LING O 8822 196TH ST NE, ARLINGTON, WA 98223 PROJECT 6017050 C.O.AREA:ARLINGTON NUMBER: EXCH.CODE:51397 DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 31 07/02/2025 PHONE:TEAMS FILE:=o",,'_'11-ARL °"w"° ADDITIONAL NOTES SCALE:N.T.S TAX DISTRICT:ARLSN DWG 3 OF 10 =[ TWNSHP:T13N RNG:R5E SEC:S13 CONSTRUCTION TYPICALS I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. MINIMUM STANDARDS FOR DIRECTIONAL BORING (SIGNATURE AND DATE) EX. GRADE W.O. DRIVER CONSTRUCTION START PLAN VIEW ELEVATION ❑ ETHERNET EX.POLE CONSTRUCTION COMPLETE ❑ DAMAGE 18" MIN N POLE ❑ OTHER 12" MIN O FINISHED 36"R CONSTRUCTION CONTACT INFO BORE PIT FROM EX. UTILITIES RECEIVER PIT GRADE 30"MIN COVER PERMITS NEW 1-2"OR 4"DUCT NEW 1-2"OR 4"DUCT NEW 1-2"OR 4"DUCT MUNICIPALITY: PL NEW 1-2"OR 4"DUCT ❑ CITY PLACE END MARKER WITH UTILITY OWNER'S NAME DESCRIBING CONDUIT W/MIN.36"SWEEP ❑ TCP/TRAFFIC BORE PIT TO BE BACKFILLED AND COMPACTED IN 12"LIFTS WITH MATERIAL REMOVED ❑ COUNTY FLOW OF DITCH MUST BE MAINTAINED AT ALL TIMES ❑ WSDOT PROTECT ROOTS AT ALL TREE LOCATIONS,SHIFT BORE TRENCH IF NECESSARY ❑ RAILROAD ❑ JPN JOINT POLE TYPICAL BORE DETAIL TYPICAL RISER DETAIL JFN/NJUNS# ® NO JPN REQUIRED SLIP RESISTANT POLE JPN JPN SLIP RESISTANT SURFACE OWNER TO FROM SURFACE 1/2" x 4" PULL SLOT ❑ ❑ ❑ POWER 1/2" x 4" PULL SLOT WITH 3/16" CENTER PIN ❑ ❑ ❑ CAN WITH 1/4" CENTER PIN 2 TOTAL ❑ ❑ ❑ ZIPLY 2 TOTAL 00 � ® — BOOKER o� O � ENC31NEERING Know what's below. ACAUTION T,0=1 d Call before you dig. 99 9 9� /� 9 19 1 / 9 9 19 1 /2" REVISIONS 26 7 5/g 9 72 6 -7 32 1 /2 07/02/2025 INITIAL DESIGN BD -E CONCRETE R Y 10/14/2025 PATH ADJUSTMENTS JR CONCRETE KEY ONE EACH SIDE WALL— ONE EACH SIDE WALL- 2 TOTAL 2 TOTAL 37 32 4 3/4" X 4 3/4" / 4 3/4" X 4 3/4" 5/g KNOCKOUTS 2 6 99 1 /2 KNOCKOUTS 99 2 EACH WALL 26 2 EACH WALLS 8 TOTAL 9 9 8 TOTALzi 9 9 / TMlyfiber 1/2"-13 UNC S.S. IL 1/2"-13 UNC S.S. / LIFTING INSERT C LIFTING INSERTS C ONE EACH CORNER ONE EACH ENDWALL 4 TOTAL 2 TOTAL ARTNWAXX-S3055 8822 196TH ST NE, ARLINGTON, WA 98223 PROJECT 6017050 C.O.AREA:ARLINGTON NUMBER: EXCH.CODE:51397 DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 4 07/02/2025 PHONE:TEAMS FILE:==> —ARU"°'°"-1- 2'X T HAND HOLE 17"X 30" HAND HOLE SCALE:N.T.S TAX DISTRICT:ARLSN DWG 4 OF 10 T NSHP:T13N RNG:R5E SEC:S13 FLOWER POT GLB1111161N11 SPECIFICATIONS ICERDERANATTHEWORKICOMPLIANCE THIS WORK ORDER AND AS—BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (SIGNATURE AND DATE) W.O. DRIVER CONSTRUCTION START ❑ ETHERNET ❑ CIAC CONSTRUCTION COMPLETE ❑ DAMAGE 1 ❑ OTHER CONSTRUCTION CONTACT INFO 1 I VIM-, PERMITS MUNICIPALITY: ❑ CITY ❑ TCP/TRAFFIC / ❑ COUNTY ❑ WSDOT ❑ RAILROAD l ❑ JPN JOINT POLE JFN/NJUNS# ® NO JPN REQUIRED POLE JPN JPN OWNER TO FROM Cfl ❑ ❑ ❑ POWER ❑ ❑ ❑ CAN ❑ ❑ ❑ ZIPLY B== BOOKER GLB1111 �IiENC31NEERINC, L-Bolt Cover ACAUTION � Know what'sbelow. Top Inside Dimensions: ' Callbefore you dig. ob Sid 11.0" Width X 11.0" Length REVISIONS (279.4mm X 279.4mm ) 07/02/2025 INITIAL DESIGN BD Depth: 16.'0" (406.4mm) 10/14/2025 PATH ADJUSTMENTS JR GRADE LEVEL BOX �nziplyfiber ARTNWAXX-S3055 8822 196TH ST NE, ARLINGTON, WA 98223 PROJECT 6017050 C.O.AREA:ARLINGTON NUMBER: EXCH.CODE:51397 DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 5 07/02/2025 PHONE TEAMS FILErro=w " SCALE:N.T.S TAX DISTRICT:ARLSN DWG 5 OF 10 1 1 TWNSHP:T13N RNG:R5E SEC:S13 36" x 60" x 36" HAN D H O L E DETAILS I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. 64 5/8 [16411 (SIGNATURE AND DATE) 62 5/8 [1501] 65 W.O. DRIVER CONSTRUCTION START 2X 11/16 [15241 [17] ❑ ETHERNET ❑ CIAC CONSTRUCTION COMPLETE 6[152] ❑ DAMAGE ❑ OTHER 325/8 CONSTRUCTION CONTACT INFO 40 5/8 38 5/8 36 [829] [1032] [981] [914] 1/2-6 SELF ALIGNING, REPLACEABLE S.S.EZ-NUT PERMITS 2 PLACES 1 1[32]/4 A 11/2 MUNICIPALITY: [38] ❑ CITY ❑ TCP/TRAFFIC ❑ COUNTY 1/2-13 UNC Lm'A LIFTING BOLT ❑ WSDOT 4 PLACES ❑ RAILROAD 33 I914I ❑ JPN JOINT POLE JFN/NJUNS# 6[1521 X 8[203]MOUSEHOLE ® NO JPN REQUIRED [914] (ONE CENTERED EACH END POLE JPN JPN OWNER TO FROM ❑ ❑ ❑ POWER ❑ ❑ ❑ CAN ❑ ❑ ❑ ZIPLY 621,4 �[92„[1530] � = BOOKER � ENC31NEERING Know whaft below. ACAUTION 62 3/8 � � [1584] Call before you dig. °b Sid 2X 3/4 112[13]X 4[102]PULL SLOT � O �O [19] PLA01/4 CES ACES6]CENTER PIN 4 REVISIONS 0 00 O 07/02/2025 INITIAL DESIGN BD 10/14/2025 PATH ADJUSTMENTS JR F 38 3/8 26 5/8 [976] [576] ® LOGO ® ® LOGO SKID RESISTANT SURFACE MS-86 O NOTES: -fib 1. LOGO TO BE SPECIFIED. i er QUAZITE LOGO 2. THIS COVER IS RATED FOR A 9- p 2X 5/8[16]X 1[25]SLOT THRU STATIC DESIGN LOAD OF 22,500 W/1 1/4[32]X 1 318[35]X 1/2 [100,080 N]OVER A 10[2541 X 20 ARTN WAXX-S3055 [13]DEEP COUNTERBORE [506]AREA,MUST PASS A MINIMUM STATIC TEST LOAD OF 33,750 8822 196TH ST NE, ARLINGTON, WA 98223 [150,120 N]. 3. FURNISHED W/(2) 1/2-6 X 2 1/2[64] PROJECT C.O.AREA:ARLINGTON -[38]1 1/2 LONG HEX HEAD AUGER BOLTS NUMBER: 6017050 EXCH.CODE:51397 AND(2)1/2 WASHERS DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 07/02/2025 PHONE:TEAMS FILE: SCALE:N.T.S TAX DISTRICT:ARLSN DWG 6 OF 10 161 TWNSHP:T13N RNG:R5E jSEC7S13 I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (SIGNATURE AND DATE) LENGTH SHALL BE EQUAL TO OR GREATER ALUMINUM WRAPPING TAPE THAN VERTICAL DISTANCE FROM BASE OF 5' MIN. �IB' LOWEST ELECTRICAL POLE TO CABLE ATTACHMENT POINT PLUS 22' TO POLE FO CABLE LINE OR BOTTOM 40'MIN. OF TRANSFORMER W.O. DRIVER CONSTRUCTION START TOP vlEw �� ❑ ETHERNET ALUMINUM WRAPPING TAPE FO CABLE ALUMINUM WRAPPING TAPE I i / TRAFFIC COMMUNICATIONS ❑ CIAC CONSTRUCTION COMPLETE MESSENGER 5' I �� 1' MIN. CABLE ❑ DAMAGE AERIAL SPLICE CABLE � 1,5' BRACKET 8' ��SIDE VIEW I TELEVISIONOCABLE ❑ OTHER 50'MIN. TYPICAL STRAND STORAGE I CONSTRUCTION CONTACT INFO AERIAL SPLICE AERIAL SPLICE FOR FIBER OPTIC CABLES MESSENGER BRACKET ENCLOSURE CABLE MINIMUM CLEARANCE TO FO CABLE TELEPHONE OR TELEVISION CABLE PERMITS AERIAL SPLICE DETAIL NOTE: MUNICIPALITY: I. AERIAL SLACK BRACKETS SHALL BE USED AT ALL AERIAL CABLE EXTENSION BRACKET 5/B'EYE BOLT SPLICE LOCATIONS. EYE TYPE STRANDVISE OR ❑ CITY 2. ALL CABLES SHALL ENTER SPLICE CLOSURE AT SAME END. MEDIUM DUTY 3 BOLT CABLE CLAMP MESSENGER ❑ TCP/TRAFFIC CABLE AERIAL SPLICE MESSENGER CABLE 6'MIN. ❑ COUNTY TOP VIEW BRACKET WASHER AND CK ❑ WSDOT AERIAL SLACK BRACKET DETAIL 4REQUIRED /8'EYE BOLT == DOUBLE NUT ❑ RAILROAD LASHING WIRE ❑ J PN NOTE: ALUMINUM WRAPPING TAPE 1. BRACKETMINIMUM BEND R SHALL BE LARGER THAN CABLE MANUFACTURES E CABLE CLAMP OR I (MIN. 4 TURNS REQUIRED MINIMUM BEND RADIUS FOR LONG TERM STORAGE OF LARGEST CABLE 3ABLE CLAMP DIAMETER. AT ALL DEAD ENDS) JOINT POLE AND CLAMP IF REDD. WOOD POLE 6'MIN. MESSENGER CABL � == GROUND CLAMP JFN/NJUNS# 3 BOLT CLINCHING CLAMP BOND MESSENGER TO POLE _= MESSENGER CABLE BONDED ® NO J PN REQUIRED GROUND. TO POLE GROUND LASHING WI POLE JPN J PN 6'MIN. ALUMINUM TAPE 7WASHER, K OWNER TO FROM MESSENGER CABLE (MIN. 4 TUUIRED DOUBLE NUT ❑ ❑ ❑ POWER AT ALL DE )AND CLAMP . TYPICAL POLE ATTACHMENT DETAIL ❑ ❑ ❑ CAN• LASHING WIRELAMP FOR MESSENGER DEAD END OR TURNS ❑ ❑ ❑ ZIPLY ME CABLE BONDED WOOD POLE ALUMINUM WRAPPING TAPE TO POLE GROUND NOTE: DEAD END ATTACHMENTS TO BE UTILIZED ON ALL COMMUNICATIONS CABLES 7 AND CLAMP IF REDD. TRANSFERS FROM UTILITY POLES TO SIGNAL POLES. LASH ALL CABLES TOGETHER WITH ALUMINUM B O O KE R WRAPPING TAPE AT 6'O.C. FROM SPLIT TO LA SPLIT IF MORE THAN ONE CABLE,E, LASH W000 POLE CABLE BUNDLE To CABLE HANGER. ALTERNATE CABLE CONTINUATION-SEPARATE o E N C, I N E E R IN G LASHING WIRE WITH ONE 360 SPIRAL MESSENGER CABLE PER FOOT CLOCKWISE AND ONE 360' SPIRAL PER FOOT COUNTERCLOCKWISE. Know what's below. ACAUTION TYPICAL CABLE D�erhead NOTE: ALL FIBER TRUNK CABLE SHALL rialibef0leyOUdlg. CONTINUATION-SAME MESSENGER CABLE cables BE DOUBLE LASHED. DROP CABLE FIBER OPTIC CABLES WITH OR MAY BE SINGLE LASHED WITHOUT OTHER CABLES REVISIONS STAINLESS STEEL CLAMP 07/02/2025 INITIAL DESIGN BD TYPICAL CABLE LASHING DETAIL 10/14/2025 PATH ADJUSTMENTS JR 5/8'U-BOLT STAINLESS STEEL BRACKET LASHING WIRE WITH ONE 360*SPIRAL WITH 5/16'SHOULDER PER FOOT CLOCKWISE AND ONE 360° OVERHEAD GUY, SPAN WIRE DOUBLE LASHING EYEBOLT, LOCKWASHER SPIRAL PER FOOT COUNTER-CLOCKWISE. OR MESSENGER AND HEXNUT. 0 Y16"x 3"STEEL CLAMP COMMUNICATIONS CABLE 6'R MIN. SQUARE CONCRETE POLE LASH ALL CABLES TOGETHER WITH STEEL POLE ALUMINUM WRAPPING TAPE THROUGH RADIUS IF MORE THAN ONE CABLE. ALUMINUM WRAPPING TAPE TM � TYPICAL POLE ATTACHMENT TYPICAL POLE ATTACHMENT FOR uplyfiber FOR STEEL POLE SQUARE CONCRETE POLE CABLE LASHED TO OVERHEAD MESSENGER CABLE ARTNWAXX-S3055 8822 196TH ST NE, ARLINGTON, WA 98223 PROJECT 6017050 C.O.AREA:ARLINGTON NUMBER: EXCH.CODE:51397 DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 7 07/02/2025 PHONE:TEAMS FILE: �rro SCALE:N.T.S TAX DISTRICT:ARLSN DWG 7 OF 10 1 TWNSHP:T13N RNG:R5E SEC:S13 \ I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK \ ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. oJ, (SIGNATURE AND DATE) W.O. DRIVER CONSTRUCTION START \ ❑ ETHERNET (8825) ` ❑ CIAC CONSTRUCTION COMPLETE \ ` ❑ DAMAGE \ ° ❑ OTHER CONSTRUCTION CONTACT INFO \ % ` PERMITS MUNICIPALITY: \ ` ❑ CITY ❑ TCP/TRAFFIC ❑ COUNTY ❑ WSDOT \ ` ❑ RAILROAD o� ❑ JPN \ ` JOINT POLE JFN/NJUNS# ® NO JPN REQUIRED POLE JPN JPN d° OWNER TO FROM mG ` ❑ ❑ ❑ POWER \ �Z ❑ ❑ ❑ CAN <<P ` ❑ ❑ ❑ ZIPLY \ O \ \ °� B== BOOKER ENGINEERING \� TRENCH , Know what's below. ACAUTION o, \ o0 ` PLACE 1-2"DUCT Call bdo a you dig. jT,0=1d REVISIONS \ 07/02/2025 INITIAL DESIGN BD 10/14/2025 PATH ADJUSTMENTS JR i be r WORK CONTINUES IN ` ARTNWAXX-S3055 SNOHOMISH COUNTY ARLINGTON CITY LIMITS 8822 196TH ST NE, ARLINGTON, WA 98223 — — — — � — — — — — — — — — — — PROJECT 6017050 C.O.AREA:ARLINGTON SNOHOMISH COUNTY NUMBER: EXCH.CODE:51397 2'd DRAWN DATE: ENGR:ERICK HURDLE CNTY:SNOHOMISH 8 07/02/2025 PHONE:TEAMS FILE:.,r.",x SCALE:1:40 TAX DISTRICT:ARLSN DWG 8 OF 10 TWNSHP:T13N RNG:R5E SEC:S13 I I I 0 I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK 1 ORDER AND AS-BUILT IS IN COMPLIANCE WITH ZIPLY 1 m I QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP I �I CHECKLIST. 20005 1 '1 20005(A) (SIGNATURE AND DATE) 1P 20005(B) �z 20005(C) W.O. DRIVER CONSTRUCTION START m ` ❑ ETHERNET ° ❑ CIAC CONSTRUCTION COMPLETE ❑ DAMAGE \ ❑ OTHER \ ` CONSTRUCTION CONTACT INFO \ 16' PERMITS m MUNICIPALITY: TRENCH ❑ CITY \ ` PLACE 1-2"DUCT ❑ TCP/TRAFFIC ❑ COUNTY \ ❑ WSDOT \ �26 ❑ RAILROAD ❑ JPN m° JOINT POLE JFN/NJUNS# PROPOSED 0 NO JPN REQUIRED \ \ 70 �FP POLE JPN JPN �z OWNER TO FROM ❑ ❑ ❑ POWER \ BORE ❑ ❑ ❑ CAN \ 15' FP PLACE I-2"DUCT 0 ❑ ❑ ZIPLY \ ° B== BOOKER ENGINEERING Know what'sbelOW. 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