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HomeMy WebLinkAboutP_Site_Plans_20170809_v2CONTACTS: SEFNCO SHANE DUNAWAY 253-266-4944 SCOPE OF WORK: —TIE INTO EXISTING CASE KVO4S.2A (SP.WAUK.1376). TRENCH FROM EXISTING VAULT. DIG AND INTERCEPT CONDUIT, PROOF AND PULL (1) 48 CT FIBER —PROOF AND PULL (1) 48 CT FIBER —TIE IN CASE LKVO4S.2A (SP.WAKV.0017) OVERLASH (1) 96 CT. FIBER OVERLASH (1) 96 CT FIBER BILL OF MATERIALS*: 231 FT + 20% STORAGE - 48 CT FIBER 4052 FT + 20% STORAGE - 96 CT FIBER PROJECT DESCRIPTION* NEW AERIAL = 0 FT. OVERLASH = 4052 FT. NEW UNDERGROUND = 20 FT. EXISTING UNDERGROUND = 211 FT. RISER (0) = 0 FT. TOTAL FOOTAGE = 4283 FT. *ALL FOOTAGES AND MATERIALS ARE ESTIMATED SHEET INDEX: 1 COVER SHEET 2-3 - NOTES, LEGEND, & DETAILS SHEET 3-10 - PROPOSED CONSTRUCTION 11-14 - TRAFFIC CONTROL PLANS COMCAST PROLIANCE SURGEONS 4361 TALBOT RD S. UNIT 102 Q U W 0 w a. RENTON, WA THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS ■ Q S 43rd St 0 V m Z J a a C) � M L TvS1v Sl Less "d .firth 4 m 99 Ranch Markel S5xh PI ' oCopr r Ridge Av&ent '. b7 40th SI VV 6 S 1971h St Bonplapartments ami w 0 QL he Home Depot 0 5 C trtFautlon center Springhrook Apartmn 9 52nd SL m b 3 s -a. Si: I 00th St rsr s ss,•a r• 9 10 S£ -SE ry I 92nd St 519 d Rt a to m THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS ■ Q W 0 V m Z J a a C) � M L N N M W N IL r 3 m a Z 0 a o� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 15 GENERAL NOTES: 1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS. 2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF TACOMA'S RIGHT OF WAY RESTORATION POLICY 3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BEA 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 BUSINESS HOURS. SEE TRAFFIC CONTROL PLANS FOR APPROVED WORK 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 RAMPS BE DISTURBED. 18. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. 19. THE FOLLOWING SPECIAL TRAFFIC CONTROLS SHALL SUPPLEMENT SECTION 1-07.23 OF THE STANDARD OF SPECIFICATIONS. THE CONTRACTOR MAY CLOSE NON -ARTERIAL STREETS TO THROUGH TRAFFIC, PROVIDED THAT LOCAL ACCESS IS MAINTAINED AT ALL TIMES WITH A MINIMUM OF A 20 FT WIDE ACCESS LANE. THE CONTRACTOR SHALL COORDINATE ANY CLOSURES AND COOPERATE WITH THE VARIOUS BUSINESSES AND/OR RESIDENCES ADJACENT TO THE PROJECT SITE. A MINIMUM OF ONE ACCESS SHALL BE MAINTAINED TO ALL PROPERTIES AT ALL TIMES. THREE (3) WORKING DAYS PRIOR TO ANY STREET CLOSURE, THE CONTRACTOR SHALL NOTIFY: TACOMA PUBLIC WORKS ENGINEERING DIVISION (253) 591-5500 TACOMA PUBLIC WORKS STREETS AND GROUNDS (253) 591-5495 TACOMA ENVIRONMENTAL SERVICES SOLID WASTE (253) 591-5544 TACOMA FIRE DEPARTMENT (253) 591-5733 TACOMA POLICE DEPARTMENT (253) 591-5951 LESA COMMUNICATION CENTER (253) 798-4721 - OPTION 3 TACOMA PUBLIC SCHOOLS TRANSPORTATION OFFICE (253) 571-1853 PIERCE TRANSIT (253) 581-8109 20. TALBOT RD S. SHALL REMAIN FULLY OPEN TO VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES. EXCEPTION: TALBOT RD. S. MAY BE REDUCED BY THE CONTRACTOR TO A MINIMUM OF ONE LANE. FLAGGER CONTROLLED BETWEEN THE HOURS OF (SEE TRAFFIC CONTROL PLAN) ROW EOP LEGEND: RIGHT-OF-WAY -"-" (xx ) 6IRECTiONa [RiC�- - - PROPOSED DIRECTIONAL DRILL TRAFFIC LANE- • - - - - - - - - - - PROPOSED BORE © (xxx') BORE 10, CENTERLINE - - - - - - - - - - - EXISTING PULL THRU (xxx') EXISTING PULL THRU 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION EDGE OF PAYMENT AND IS COLLECTED IN THE AS -BUILT PHASE. PROPOSED OPEN TRENCH (xxx') OPEN TRENCH LOT LINES AERIAL STRAND NEW STRAND AND FIBER CHANNELIZATION 4 EXISTING POLE W/ NEW RISER P_D 0 PEDISTAL PROPOSED BORE PIT 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY PROPOSED VAULT moo- STREET/SIGNAL/TRAFFIC LIGHT © CONSTRUCTION NOTE 10, FIRE HYDRANT C cB CATCH BASIN CHANNELIZATION 4 EXISTING POLE W/ NEW RISER P_D 0 PEDISTAL NEW ANCHOR FIBER PLACEMENT NOTES: S D? MANHOLE SEWER - WATER STORM DRAIN POWER COMMUNICATIONS GAS 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. DISCLAIMER: TRAFFIC FLOW 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY PROPOSED VAULT BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN / r POTHOLE LOCATION ® BUILDING OUTLINE BEEN FIELD LOCATED. EXISTING ANCHOR NEW ANCHOR FIBER PLACEMENT NOTES: S D? MANHOLE SEWER - WATER STORM DRAIN POWER COMMUNICATIONS GAS 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. 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 1 BEEN FIELD LOCATED. Know what's below. 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION Call AND IS COLLECTED IN THE AS -BUILT PHASE. before you dig. ts y OC � y N V m Z J a� �o d� N N M W N d a m F 0 o o ,/ COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 15 (1) 10' NOTCHED STEEL CONDUIT SECTION ry 15" HDG POLE BRACKET W W/ PIPE CLAMP (B2017 BY POWER -STRUT OR < /� EQUAL) 4" MIN. OFFSET un FROM POLE TYPE C STEEL -TO -STEEL ADAPTER. CAP (1) 4"0 AT 10'. W (1)10'NOTCHED&(1)10' JVAULT STEEL CONDUIT J SECTIONS O 3'R, 90' STEEL 2 1/2"0 GROUND T BAF EXISTING AERIAL PROPOSED FIBER EXISTING GROUND EXISTING UTILITY POLE TYPE C STEEL -TO -STEEL ADAPTER TYPICAL POLE RISERS (2) 4"0 �y \ 13" 18" 1/4"6 HOLE PLATE COVERING 17" 14" 91,22' DETAIL 1/4"x20" NC TYPICAL VAULT DETAIL J11 VAULT .DED WIRE FRAME D CONCRETE EXTENSION TYPICAL DETAILS 36" MIN. (TYP.) FOR OPEN CUT TRENCHING UNLESS OTHERWISE APPROVED BY THE CITY 48" MIN. TYP. FOR HORIZONTAL DIRECTIONAL DRILLING EXIST GROUND CONOUIT(5) EXIST. 11TILITY�1 � J EXIST. UTILITY 12 -MIN. CLEAR (TIP.) FOR OPEN CUT TRENCHING 60" MIN. CLEAR (NP')FOR I DIRECTONAL DRILLING CROSSING UNDER CROSSING OVER TYPICAL UTILITY CROSSING DETAIL UTILITY CROSSING ROUNDACCESS COVER W 4DIA. LIFTING INSERTS JVAULT � NO. 0444 -LA 2,280 LBS. 2 1/2"0 GROUND T li ROD KNOCKOUTS Z 4 3/4" KNOCKOUTS z4 EACH SIDE OPTIONAL PULLIt IRON1 EACH SIC c` G --0'. FLANGE DOWN CLEAR OPENING BS. 4 - "C" CHANNELS 24" LG. LIFT HOLE 1 1/2" DIA. EACH SIDE PLACE W GROUND ROD W/CLAMP AND ATTACH 10' OF #6 COPPER WIRE. LEAVE 4" OUT OF BOTTOM OF VAULT. �Bx- LADDER RUNG GROOVES RISER 280 LBS. TYPICAL MANHOLE DETAIL i U z NW W J O 1 O a_ MAGNETIC LOCATOR TAPE (ENTIRE TRENCH EXISTING SURFACE LENGTH) SURFACE RESTORATION BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. o COM PACT TO 95 o UNDER ROADWAYS OR STONEWAY MIX 351 o OR 1121. PROPOSED CONDUIT 6-12" CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL CONDUIT OR FIBER CABLE NNERDUCT SEALING BUSHING INSTALL sEAUNG BusHING DUCT WITH CABLE NO SCALE SECURELY TIE PULL ROPE TO EYE OF SEALING BUSHING CONDUIT OR NNERDUCT PULL ROPE SEALING BUSHING I \R\\ `INSTALL SEALING BUSHING SEALING BUSHING IN EACH SPARE INNERDUCT SPARE DUCTS OR CONDUIT NO SCALE ELEVATION CONTROLLED DENSITY FILL Material Abs Vol. Cement (1.25 Sacks) 0.60 AC (4" MIN) WITH .5" MAX SAW CUT Fly -h 0.64 AGGREGATE PER CITY STD Water 6.41 EXIST. AC AND B Sand 9.35 27. DO I 3' I 12" iYP. 12" MIN CDF PER ;.� TYP. CITY STD SELECT BACKFILL MATERIAL PLAN VIEW 12 DIA POTHOLE PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL � y DG � N N m V Z J a� IL N N M W N am � u r am F z O F o o � 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 15 CONSTRUCTION NOTE: 1 TIE INTO EXISTING CASE KVO4S.2A (SP.WAUK.1376). TRENCH FROM EXISTING VAULT. DIG AND INTERCEPT CONDUIT, PROOF AND PULL (1) 48 CT FIBER OPROOF AND PULL (1) 48 CT FIBER ONEW 20' UNDERGROUND (1) 48 CT FIBER OEND OF ROW DESIGN, SEE SITE DESIGN ROW i C/) 0 Om 4361 Q m 4300 3 n 17 END OF ROW DESIGN SEE SITE DESIGN 4445 4509 r -I r -I N MOI d03OZi S 45TH PL. EOP I ROW m 0 v IE IN EX1 KV (S .W, I N N M W N IL (U f U' U r 3 m a 0 ooM COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 4 OF 15 CONSTRUCTION NOTE: OTIE IN CASE LKVO4S.2A (SP.WAKV.0017) OVERLASH (1) 96 CT. FIBER 02 OVERLASH (1) 96 CT FIBER M////, 4600 OWNER: I PSEO 316271-165895 0C CLASS/HT: POLETYPE: T POLE#: -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 28'-6" N/A SECONDARY 26'-6" N/A STREET LIGHT CC 21'-4" 20'-6" N/A N/A PROPOSED ATTACHMENT 20'-6" CC TEL 18'-5" N/A OWNER: PSEO 0C CLASS/HT: POLE#: 316241-165895 POLETYPE: T -ATTACHMENTS- HEIGHT -MAKE READY - NEUTRAL 25'-7" N/A SECONDARY 25'-3" N/A STREET LIGHT 20'-4" N/A CC 19'-7" N/A PROPOSED ATTACHMENT 19'-7" TEL 17-6" N/A 4600 324 Q ... TIE IN CASE LI<VO4.2 321 (SP.WAI<V.l.__. , 2 2 X 5O Zn Ln c -I EOP S 46TH PL. d03 S 47TH ST. � y 0C Ck y N m V Z J g� d� /i N 401 405 M W 409 N U (7 (f U Y 3 m a Z O F C F 0 N n 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' MA I NE SEE S 5 OF 15 +HT 6� _ _ _ _ _ OWNER: PSEO O CLASS/HT: POLEM 316226-165895 POLETYPE: D -ATTACHMENTS- HEIGHT -MAKE READY - NEUTRAL 29'-5" N/A SECONDARY 27-3" N/A CC 24'-4" N/A PROPOSED ATTACH M ENT 24'-4" PROPOSEDATTACHMENT TEL 21'-6" N/A OWNER: PSE O CLASS/HT: POLETYPE: T POLEM 316210-165895 -ATTACHMENTS- HEIGHT -MAKE READY - NEUTRAL 31'-10" N/A SECONDARY 31'-10" N/A STREET LIGHT 24'-3" N/A CC 21'-0" N/A PROPOSEDATTACHMENT 21'-0" TEL 19'-10" N/A I I S 48TH CT. 4827 OWNER: PSEO T CLASS/HT: POLEM 316195-165895 POLE TYPE: T -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 28'-2" N/A CC 24'-5" N/A PROPOSED ATTACHMENT 24'-5" TEL 21'-8' N/A 1 4907 ^ L 1 y T m I N N r - - V Ln T Z a ,.0 W � J _ L Q ,m^ W 4912 ' I / o N 1 J JV I " J I . -S MATCHLINE - SEE SHT 5 CONSTRUCTION NOTE: OOVERLASH (1) 96 CT FIBER Li y OC � N N Lu V j Z a N N M W N IL U U' (f U r 3 m a 0 i s Q o COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 6 OF 15 � y OC � N N Lu 0 V j Z a o N N M W N IL U U' (f U r 3 m a 0 oM o COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 7 OF 15 CONSTRUCTION NOTE: OOVERLASH (1) 96 CT FIBER OWNER: PSE 316086-165894 10 CLASS/HT: POLEM POLE TYPE: T -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL SECONDARY 25'-7" 23'-9" N/A N/A STREET LIGHT 20'-0" N/A CC 18'-11" N/A PROPOSED ATTACHMENT 18'-11" N/A TEL 17'-7" N/A OWNER: I PSE OC CLASS/HT: POLETYPE: T POLES: 316062-165894 -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 26'-6" N/A SECONDARY 25'-8" N/A STREET LIGHT 20'-5" N/A CC 19'-3" N/A PROPOSED ATTACHMENT 19'-3" TEL 17'-10" N/A 5301 1 /5301 1 r -I 0 N 5218 ON w 1..t. I— O m EOP— Q I ~ S 53RD PL. -ROW MATCHLINE - SEE SHT 9 1 I.".-1 11 , i ��;I I — I d03 5200 ROW mob � C4 y OC � N N Z NJ a N N M W N IL U U' r 3 m a 0 F C a � o � COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 8 OF 15 � y OC � N N Lu 0 V j Z a o N N M W N IL U U' (f U Y 3 m a 0 oM o COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30 60' 9 OF 15 CONSTRUCTION NOTE: OOVERLASH (1) 96 CT FIBER OEND OF ROW DESIGN, SEE SITE DESIGN OWNER: PSE CLAS /HT: POLE TYPE: D POLE#: 315999-166002 -ATTACHMENTS- HEIGHT -MAKE READY- ------ ------ — —_ ------ __ _ 19215 � y OC � N N uj V j Z a am N N M W N am U U' (f U r 3 m a 0 oM o COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 10 OF 15 SITE SPECIFIC TRAFFIC CONTROL PLAN [U/G WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4-LANE ROAD ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. WORK AREAS SHOWN HERE IS A MOBILE TRAFFIC CONTROL CONDITION AND WILL BE WORKED SEPARATELY. 3. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION MINIMUM TAPER LENGTH IN FEET = L LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 160 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 45 50 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR ASPER MUTCO) RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' +/- RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'+/ - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. END OF ROW DESIGN SEE SITE DI 4361 M02:j .Ina S 45TH PL. 9, I° O m J F� m O v j W21-7 UTILITY WORK AHEAD W20 -5R RIGHT LANE CLOSED AHEAD W4 -2r j 4300 Az UTILITY WORK AHEAD 4430 W21-7 C,7iFjj�o SEFNCG cOF4uUNIEF TK)j4S .x 40,1041; � >� c ses, orlxoe, o �vTR0L� � y 0C Ck CIO N m V Z J g� d� C7 U Y 3 m� z z 3 o it � z 0 U Q o 1 I COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=96' 0 48' 96' 11 OF 15 SITE SPECIFIC TRAFFIC CONTROL PLAN ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. WORK AREAS SHOWN HERE IS A MOBILE TRAFFIC CONTROL CONDITION AND WILL BE WORKED SEPARATELY. 3. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK. -�hr WWO SEFNCQ Ci.I�d11i i0�E5 o -a 00T0 0ONTROL 5 aiwwe�z�o [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4-LANE ROAD W21-] UTILITY O WORK AHEAD BE PREPARED TO STOP FLAGGER AHEAD 4600 p 4600 ® LL 324 321 's 4702 O O S 48TH ST. 4827 W21-] UTILITY WORK AHEAD 4907 MATCHLINE - SEE SHT 13 TV 400 —EaP S46THPL. dog 40z S 47TH ST. 71- 401 405 409 S 48TH CT. W21-] FLAGGER AHEAD �? p u W34 BE \ yo PREPARED TO STOP THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION ■ Q POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 Lu 4 270 U M 500 Z NJ - - - 11 115 160 225 O 495 M 605 660 MINIMUM TAPER LENGTH IN FEET = L LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 160 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 LONGITUDINAL BUFFER SPACE = B SPEED 25 30 3540 cell N 45 50 55L570 65 70 LENGTH 155 200 250 305 360 425 495 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25/30 MPH 200'+/- URBAN STREETS 25 MPH OR LESS 100'+/ - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 4s r 3 m� z z 3 o, �o U Q aoM o � COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 12 OF 15 N N cell N 4s r 3 m� z z 3 o, �o U Q aoM o � COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 12 OF 15 SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4-LANE ROAD ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. WORK AREAS SHOWN HERE IS A MOBILE TRAFFIC CONTROL CONDITION AND WILL BE WORKED SEPARATELY. 3. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK. THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 45 50 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 MINIMUM TAPER LENGTH IN FEET = L LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 -L780 35/40 MPH - 11 115 160 225 295 495 550 605 660 - 12 125 180 245 320 540 600 660 720 840 SIGN SPACING = X (FEET) FLAGGER ` FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' +/- RESIDENTAL & BUSINESS DISTRICTS 4912 URBAN STREETS 25 MPH OR LESS 100'+/ - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATEI (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W21-] FLAGGER ` UTILITY AHEAD V V� WORK AHEAD W34 BE PREPARED TO STOP W20 4912 FLAGGER AHEAD IoE LL� ® :N 5020 LL'H O m 77 O H MATCHLINE - SEE SHT 14 MATCHLINE - SEE SHT 12 400 S 50TH ST. C S 50TH PL. n 440 EOP S 51ST CT. 401 �u W20-7 5215 / W34 BE PREPARED TO STOP i i W21-7 UTILITY WORK AHEAD —_J A O W L FLAGGER ` M � AHEAD V V� 5215 / W34 BE PREPARED TO STOP i i W21-7 UTILITY WORK AHEAD —_J A O W L U U' (f U r 3 m a z z 3 o K Z O U U a aoM o� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 13 O F 15 N 00 ti M � � V Clio N U U' (f U r 3 m a z z 3 o K Z O U U a aoM o� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 13 O F 15 SITE SPECIFIC TRAFFIC CONTROL PLAN ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. WORK AREAS SHOWN HERE IS A MOBILE TRAFFIC CONTROL CONDITION AND WILL BE WORKED SEPARATELY. 3. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK. [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4-LANE ROAD MATCHLINE - SEE SHT 13 LONGITUDINAL BUFFER SPACE = B LENGTH 155 200 250 305 360 425 495 570 780 840 MINIMUM TAPER LENGTH IN FEET = L LANE POSTED SPEED LIMIT (MPH) WIDTH 25 30 35 40 45 50 55 60 65 70 W21-7 1 10 105 150 205 270 450 500 550 - - - UTILITY I WORK >) 11 115 160 225 295 495 550 605 660 - - I AHEAD 5301 / 1-7 UTILITY WOK r0 FLAGGER AHEAD AHEAD ----------- ---- --- - --- W3-4 CC - BE PREPARED TO STOP 300 I I Eo vi 0 LL� O m J Q OLL H w 300 LL� 0 w I EOP { Em W20-7 EOP I S 53RD PL. dO3 ROW T THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION 401 r7Zi I i j I I I i I i C 5414 5420 G /Z Gaim VMFj SEFNCG CC!}h A-UNICAA1i N o .rZ>Q z3 , O pg 2 ONTROL s ,i dO3 ® EOP ® L GG R W3-4 W20-7 W20-7 BE PREPARED W21-7 TO FLAGGER FLAGGER TOS P UTILITY WORK AHEAD AHEAD AHEAD i T i M02i MOIJ C EOP FL — S 192ND ST. ROW r i A O W L 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X (FEET) MOd FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR ASPER MUTCO) X X W RURAL HIGHWAYS 60/65 MPH 800'+/- RURAL ROADS 45/55 MPH 500'+/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/- RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'+/ RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'+/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 5301 / 1-7 UTILITY WOK r0 FLAGGER AHEAD AHEAD ----------- ---- --- - --- W3-4 CC - BE PREPARED TO STOP 300 I I Eo vi 0 LL� O m J Q OLL H w 300 LL� 0 w I EOP { Em W20-7 EOP I S 53RD PL. dO3 ROW T THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION 401 r7Zi I i j I I I i I i C 5414 5420 G /Z Gaim VMFj SEFNCG CC!}h A-UNICAA1i N o .rZ>Q z3 , O pg 2 ONTROL s ,i dO3 ® EOP ® L GG R W3-4 W20-7 W20-7 BE PREPARED W21-7 TO FLAGGER FLAGGER TOS P UTILITY WORK AHEAD AHEAD AHEAD i T i M02i MOIJ C EOP FL — S 192ND ST. ROW r i A O W L 8 ram� z z 3 O K Z 0 LL ooM COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 14 O F 15 N 00 � � � V Clio N 8 ram� z z 3 O K Z 0 LL ooM COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1`120' 0 60' 120' 14 O F 15 SITE SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -2-LANE ROAD ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST U) Lu Lu Lu Z J C0 G SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. WORK AREAS SHOWN HERE IS A MOBILE TRAFFIC CONTROL CONDITION AND WILL BE WORKED SEPARATELY. 3. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK. Channelizing Device Spacing SPEED POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 Length (feet) 20 30 40 Tangent (feet) 40 60 80 1� 730 W20-7 FLAGGER AHEAD '-10 wzo-� \ • FLAGGER AHEAD 278' 7 / 19203 / 19211 \ W20-] LAGGE4, AHEAD 1,OI� W3-0 BE PREPARED TO TOP j W21-7 UTILITY WORK AHEAD 19219 UTILITY WORK AHEAD BE wa PREPARED TO STOP 750 W20-7 FLAGGER / AHEAD :• 10003 CIIOR71 Fico i cc lid -S, o0os", LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 45 50 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION FLAGGER AHEAD W20-7 /W0-0 BE PREPARED TO STOP jW21-7 UTILITY WORK AHEAD MINIMUM TAPER LENGTH IN FEET = L LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 160 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500'+/ -(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200' +/- RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'+/ - ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. t9 y OC � N H m V Z0J Q � J � c0 L � z 3 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=80' 0 40' 80 15 OF 15 J