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HomeMy WebLinkAboutP-Site_Design_20171030_v1COMCAST RN06C NEW NODE RN54/REBALANCE 1298 UNION AVE NE, WA coNracrs: JT#217256 SEFNCO JOSH BLAKSLEE 253-455-1066 COMCAST TODD ZIMNY SCOPE OF WORK: PROOF PULL 1400' 144CT FIBER OPTIC. AERIAL OVERLASH 5000' 144CT FIBER OPTIC. BILL OF MATERIALS*: TIE IN AT EXISTING VAULT. PROOF PULL 1400' 144CT FIBER OPTIC. AERIAL OVERLASH 5000' 144CT FIBER OPTIC. PROJECT DESCRIPTION* TIE IN -EXISTING VAULT - 0 FT. PROOF PULL 144CT FIBER OPTIC - 404 FT. AERIAL OVERLASH 144CT FIBER OPTIC TO EXISTING STRAND - 5000 FT. PROOF PULL 144CT FIBER OPTIC - 996 FT. TOTAL FOOTAGE = 6400 FT. `ALL FOOTAGES AND MATERIALS ARE ESTIMATE!jjj SHEET INDEX: 1 - COVER SHEET 2 - NOTES & LEGEND SHEET 3 - DETAILS SHEET 4 - DESIGN 5 - DESIGN 6 - DESIGN 7 - DESIGN 8 - DESIGN 9 - DESIGN 10 - DESIGN 11 - DESIGN 12 - DESIGN PROJECT MAP: THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS z 3 W n Z G 0 Z � 3 Z W Lu Z t0 H C4 � 70 W N CL �a 0 m� 0 a� 00 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 12 GENERAL NOTES: 1. ALL VAULTS/ HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS. 2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS SPECIFIED OTHERWISE. 4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS, AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET. 5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION. 6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD SPECIFICATIONS. 7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT. 8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s). 9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK AT HIS OWN COST. 10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER. 11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS. 12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED. 13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED. 14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE OR APPROVED EQUIVALENT. 15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS, NOT FIELD VERIFIED. 16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS. 17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED. 18. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. 19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITY INSPECTOR AT THE PRE -CONSTRUCTION MEETING. 20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE CLOSURES. DISCLAIMER: 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE BEEN FIELD LOCATED. 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THE AS -BUILT PHASE. LEGEND: FIBER PLACEMENT NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY. 2. CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT COMPLETION. 3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED. 4. FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS. 6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED. 7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER. 8. ALL RISERS WILL BE CAPPED AT ALL TIMES. 9. ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED -NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE -WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER. 1 Know what's below. Ca I before you dig. RIGHT-OF-WAY - - - -••'7W5 '•- - - (xxx') DIRAL DRILL - - PROPOSED DIRECTIONAL DRILL - 3 TRAFFIC LANE- - - - - - - - - - - - PROPOSED BORE 0 O (xxx') BORE �m Z - - CENTERLINE - - - - - - - - - - - EXISTING PULL THRU W � (xxx') EXISTING PULL THRU FENCE PROPOSED OPEN TRENCH (xxx') OPEN TRENCH GAURD RAIL AERIAL STRAND PROPOSED BORE PIT EXISTING POLE W/ NEW RISER O O MANHOLE 0 CD STREET/SIGNAL/TRAFFIC LIGHT LANDSCAPING/TREE SEWER © CONSTRUCTION NOTE <L TRAFFIC FLOW -w WATER <p FIRE HYDRANT EV PROPOSED VAULT -, STORM DRAIN cm Fc CATCH BASIN %i POTHOLE LOCATION -P POWER 717 BUILDING OUTLINE COMMUNICATIONS CHANNELIZATION 5+39 STATIONING GAS FIBER PLACEMENT NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY. 2. CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT COMPLETION. 3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED. 4. FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 5. CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS. 6. A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED. 7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER. 8. ALL RISERS WILL BE CAPPED AT ALL TIMES. 9. ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED -NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE -WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER. 1 Know what's below. Ca I before you dig. 0 H 70 W N CL � a o m � 0 a 0 0 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 12 `n a oZc 3 W Z 0 O O �m Z Z 3 W W � Z 0 H 70 W N CL � a o m � 0 a 0 0 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 12 re W ul re W J 0, r) TYPICAL DETAILS (1) 10' NOTCHED STEEL CONDUIT SECTION MAGNETIC TAPE LENGTH) EXISTING AERIAL POWER 3 36" MIN. FOR OPEN CUT TRENCHING UNLESS OTHERWISE APPROVED BY THE CRY 48 MIN. FOR HORRONTAL DIRECTIONAL DRILLING EXIST. GROUND /AY4!% TO 90% OF MAXIMUM l a RELATIVE DENSITY OR CONDUIT(s) EXIST. UTILITY -- ROD KNOCKOUTS STONEWAY MIX 1004. -PROPOSED FIBER Z4 / 15" HDG POLE BRACKET OPTIONAL PULLIN STONEWAY MIX 351 W o \ / W/ PIPE CLAMP (B2017--. w / BY POWER -STRUT OR a PROPOSED CONDUIT Exp ^—/ EQUAL) 4"MIN. OFFSET 8-12" > a FROM POLE N = SPECIFICATION WITH LOCAL 12" MIN. CLEAR g;..j FOR OPEN CUT TRENCHING JURISDICTION. Q, TRENCH 60" MIN. CLEAR (Tl'P.) FOR HORRONTAL DIRECTIONAL DRILLING TYPE C STEEL -TO -STEEL = CROSSING UNDER CROSSING OVER ADAPTER. CAP (1)4"0 AT 10'. TYPICAL UTILITY CROSSING DETAIL (1) 10' NOTCHED & (1)10' STEEL CONDUIT UTILITY CROSSING SECTIONS EXISTING GROUND 3'R, 90° STEEL T BAF i\�\ice EXISTING UTILITY POLE TYPE C STEEL -TO -STEEL ADAPTER TYPICAL POLE RISERS (2) 4"0 \ 13" 1 8" 1/4"0 HOLE PLATE COVERING 17" 14" 9.122" DETAIL 1/4"x20" NC TYPICAL VAULT DETAIL J11 VAULT .DED WIRE FRAME D CONCRETE EXTENSION re 1i �W I..I. Lu J O i 0 0 - CONDUIT OR FIBER CABLE INNERDUCT \ SEALING BUSHING `INSTALL SEAUNG BUSHING DUCT WITH CABLE NO SCALE SECURELY TIE PULL ROPE TO EYE OF SEALING BUSHING CONDUIT OR SEALING BUSHING INNERDUCT PULL ROPE BUSHING SEALING BUSHING \-INSTAUL EACH PAREGINNERDUCT SPARE DUCTS OR CONDUIT NO SCALE ELEVATION CONTROLLED DENSITY FILL Material Abs Vol. Cement (1.25 Sacks) 0.60 AC (4" MIN) MTN .5" MAX Flyash 0.64 AGGREGATE PER CITY STD Water 6.41 Sand 19.35 27.27.00 3' 112" TYP. PLAN NEW 12" DIA POTHOLE CUT EXIST. AC AND B 12" MIN CDP PER T . aTr sro N TYPICAL POT HOLE REPAIR DETAIL MATERIAL ,RD EXISTING SURFACE T 1 MAGNETIC TAPE LENGTH) LOCATOR (ENTIRE TRENCH it SURFACE RESTORATION BACKFILL COMPACTED 3 + .. .. TO 90% OF MAXIMUM l a RELATIVE DENSITY OR v ROD KNOCKOUTS STONEWAY MIX 1004. $ z Z4 COMPACT TO 95 UNDER ROADWAYS OR < OPTIONAL PULLIN STONEWAY MIX 351 W o -?. OR 1121. PROPOSED CONDUIT 8-12" CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL ROUND ACCESS COVER I W 4 5/8" DIA. LIFTING INSERTS J 3 ozc VAULT NO. 0444 -LA 2,280 LBS. a 21/2"0 GROUND T li ROD KNOCKOUTS Z 4 3/4" KNOCKOUT: Z4 EACH SIDE < OPTIONAL PULLIN Z IRON1 EACH SI[ 2 0 H CNI r**m 70 W N CL aHill > p m � z O 00 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 12 Lo 3 ozc W Z a O O � Z Z ?� W W � Z 0 H CNI r**m 70 W N CL aHill > p m � z O 00 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 12 CONSTRUCTION NOTES OTIE IN AT EXISTING VAULT O2 PROOF PULL 144CT FIBER a a DRIVE+VAY \ \\ DRIVEWAY\ \ I [_ Z DRIVEWAY O I Z m I m II I' �I I' I k' 15 111'I 14' C I Z_ I OI Z D mll m l l I RIVEWAY D 0 N h � � W N d �a 0 m� w a 0 0 1k COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 12 Ln W O O Z Z3: W W Z 0 N h � � W N d �a 0 m� w a 0 0 1k COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 12 0 N h � � W N d �a 0 m� a r a 0 0 1k COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 5 OF 12 W 2f O O 3: W W Z 0 N h � � W N d �a 0 m� a r a 0 0 1k COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 5 OF 12 CONSTRUCTION NOTES T OTIE IN AT EXISTING VAULT O2 PROOF PULL 144CT FIBER 4 ORISER UP EXISTING POLE O4 OVERLASH 144CT FIBER TO EXISTING STRAND Pole Matrix Pole Pole Numher Pnwer I ieht Cnmrast Phone Fiher 0verlash/Attachment 6 318788-167125 23' 20W- 19'11" W OVERLASH 7 318806-167125 24' �m 19'11" Z 3 OVERLASH 8 318822-167125 25'6" 21' 19' OVERLASH PLACE 144CT SHEATH W/APPROPRIATE SLACK N O N N N I -8 ' I 20' 20' Y NE 18TH ST a, C4 T DRIVEWAY NE 17TH ST NE 17TH ST ,03 N 4 � C Z_ O Z D ' <I m z M NE 19TH ST DRIVEWAY S I I I I I DRIVEWAY I I� I ' I ¢ I 20' I 20' I B I C z O I z I< m I z m E� E� E� Fo. EOP E�P Eoo NE 17TH ST NE 17TH ST I I 20' ,10',10' I I qT N a W Z 0 O O �m Z Z 3 W W � Z a a 0 O o a =1i COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 6 OF 12 0 N h � � W N d �a 0 m� a r a 0 0 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 7 OF 12 W 2f O O 3: W W Z 0 N h � � W N d �a 0 m� a r a 0 0 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 7 OF 12 CONSTRUCTION NOTES OTIE IN AT EXISTING VAULT OPROOF PULL 144CT FIBER ORISER UP EXISTING POLE OOVERLASH 144CT FIBER TO EXISTING STRAND Pole Matrix Pole Pole Number Power Lieht Comcast Phone Fiber Overlash/Attachment 13 318892-167129 24'5" 23'5" 20'8" 18'6" W OVERLASH 14 389892-167114 29' 24'8" 22'4" 3: OVERLASH 15 318892-167100 29' 24'6" 23'2" OVERLASH 16 318893-167086 30' 247" 22'5" OVERLASH 17 318893-167072 30' 27' 24'6" OVER L E :1 L1 43' POLE -17 G 1 44' G POLE -16 1 37' G LE -15 < 1 47' < POLE -14 G Mi M 140' do3 j —71 < do3 ao3 m < m3 m. < m 28' C ' `s Z_ O zl D < M I z M POLE- 3 w 20' 20' LO MID S AN SE 104TH ST 28' ` SE 104TH ST �J A z z G m F E G < m G G 0 M D m !2 m D < :E< < { < < E] rFL 00 DRIVEWAY 4 DRIVEWAY J IV Ln W 2f O O 3: W W z 0 N h � � W N d � a 0 m � r a 0 0 1SAW COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 8 OF 12 CONSTRUCTION NOTES OTIE IN AT EXISTING VAULT O2 PROOF PULL 144CT FIBER ORISER UP EXISTING POLE O4 OVERLASH 144CT FIBER TO EXISTING STRAND Pole Matrix Pole Pole Number Power Light Comcast Phone Fiber Overlash/Attachment 18 318894-167058 29' 24'11" 23'2" OVERLASH 19 318894-167051 30' 24'11" 23'8" OVERLASH 20 318895-167036 30' 29' 28' 2517" OVERLASH 21 318895-167027 30' 25' 2316" OVERLASH 22 318895-167015 29' 22' 19'7" OVERLASH 23 318896-166997 22'5" 19'3" 17'8" OVERLASH 24 318896-166981 24'7" 20'4" 19' OVERLASH 156' POLE -24 NE 21ST ST 170' 32' z D s < m z m POLE -23 1 72' �P �P POLE -22 �P EOP POLE -21 NE 21ST ST p m D z m IN 0 0'POLE-20 Ld z a 0 E 32' 150' 3' v Lo VOLE -19 < POLE -18 < m ao. D < SE 104TH ST 4 W N Ln C4 � � W N d �a 0 m� a a 0 a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 9 OF 12 W O O ImZ ZW W � z W N Ln C4 � � W N d �a 0 m� a a 0 a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 9 OF 12 CONSTRUCTION NOTES OTIE IN AT EXISTING VAULT O2 PROOF PULL 144CT FIBER ORISER UP EXISTING POLE O4 OVERLASH 144CT FIBER TO EXISTING STRAND Pole Matrix Pole Pole Number Power Lieht Comcast Phone Fiber Overlash/Attachment 25 318897-166966 29' 22'1" 20'9" OVERLASH 26 318914-166959 25' 21'11" 20'8" OVERLASH 27 318929-166957 25' 21' 197" OVERLASH 28 318944-166945 24' 22'7' 21'6" 20'6" OVERLASH 29 318959-166952 24' 19'11" 18'8" OVERLASH Q I pRIVEW AV 26' oO SE 104TH ST V pRIVEW A \6U OLE -2556' POLE -24 170' NE 21ST ST E� 32'E�- IV Ln W O O Z Z3: W W Z 0 N h � � W N d u x d ¢ 0 m � 0 w r a 0 0 1f COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 10 OF �12 CONSTRUCTION NOTES j/ TIE IN AT EXISTING VAULT OPROOF PULL 144CT FIBER ORISER UP EXISTING POLE O4 OVERLASH 144CT FIBER TO EXISTING STRAND O5 RISER UP EXISTING POLE O6 OVERLASH 144CT FIBER TO EXISTING STRAND 305' �• jl�bT - jbbT - �bbT �bbT 32' Fiber Overlash/Attachment 30 U u I I 12'2" 16'7" Pole Matrix Pole Pole Number Power Lieht Comcast Phone Fiber Overlash/Attachment 30 318485-166947 24' 12'2" 16'7" OVERLASH 31 318992-166946 27' 20'11" 19'6" OVERLASH 32 318005-166943 26' 21'2" 18'11" OVERLASH 33 319004-166941 23" 20'9" 20'3" OVERLASH PLACE 144CT SHEATH W/APPROPRIATE SLACK NE 25TH ST r 0 24' IVEW A OLP. I s � V pRIVEW A pRIVE POLE -32 pRIVEW Y N O� L m un m C� $ 26 � N , �RIVEW Y POLE -31 $ LO pRIVEW pY OLE -30 8 G m m pRIVEW AY 26' 4 J pRIVEW AY J � q1 Lt! 3 oZc o z o° z Z 3 W W � Z to N C4 � ro W N d a a 0 m� z 0 a 0 0 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 11 OF 12 CONSTRUCTION NOTES OTIE IN AT EXISTING VAULT O2 PROOF PULL 144CT FIBER ORISER UP EXISTING POLE O4 OVERLASH 144CT FIBER TO EXISTING STRAND O5 RISER UP EXISTING POLE O6 OVERLASH 144CT FIBER TO EXISTING STRAND O7 PLACE NEW VAULT O8 END OF DESIGN PLACE NODE HERE 24' 62' jbbT $ jbbT - jbbT- jbbT / Q L/�\ / 32' NE 25TH ST DRIVEWAY DRIVEWAY jbbT ' jbbT -i T - ibbT DRIVEWAY Q D z m 180' 305' jbbT ,jbbT jbbT jbb j j bT jbbT jbbT jbbT m3 � ao3 � m3 32' 6 NE 25TH ST 6 I I p -t-11 4 NE 24th Ct NE C21 N g 24' pRIVEW pY DRIVEWAY pRIVEW jbbT - jbbT � jbbT 777N / 32' � NE 25TH ST 0 24' u G m m DRIV EW pY pRIVEW pY AY POLE -32 N 8 GY m pRIVEWA ul) m C� s 26' N i 0 N Ln C4 � � W N d � a 0 0 a 0 a 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 12 OF 12 Ln W 2f O O 3: W W z 0 N Ln C4 � � W N d � a 0 0 a 0 a 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 12 OF 12