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HomeMy WebLinkAboutP_Site_Plans_20160628_v11 ►� COMCAST PROLIANCE SURGEONS 4361 TALBOT RD S. UNIT 102 CONTACTS: RENTON, WA SEFNCO SHANE DUNAWAY 253-266-4944 SCOPE OF WORK: (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 ISo 5C�t S 18fl l S 43rd St O V 00 Z �s r ii Cl a o �� � � M SE e55'N Sr 4 99 Ranch Market Sj 5th PI 4 oco.p Ir Ridge AVVV �Tte s7 .48th St SE 1851t p 6 S 187th Sl 6Drgata Npailments and w he Home depot 9s ■ n a strt i.&on center Apartm nd s 52St m =r sSpringlbrpak 8 S£ 140th St 75T S 53rd r I 9 10 SE 1WrdSt St9 id$t lg &t rn Go " � m G7 � D ISo W O V 00 Z J a a o � � M 41! COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" :K00NIMI THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNI j 1 OF 14 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) LEGEND: -ROW RIGHT-OF-WAY TRAFFIC LANE - CENTERLINE - EOP EDGE OF PAYMENT ------------ ------ ---- LOT LINES - --••-••-••- •-••-••- •- - (xxx') DIRECTIONAL DRILL - PROPOSED DIRECTIONAL DRILL _.._.._.._.._.._.._.._.._,._.. PROPOSED BORE (xxx') BORE PROPOSED BORE PIT - - - - - - - - - EXISTING PULL THRU (xxx') EXISTING PULL THRU STREET/SIGNAL/TRAFFIC LIGHT ®••®'(xxx') OPEN TRENCH PROPOSED OPEN TRENCH Z AERIAL STRAND 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION Call NEW STRAND AND FIBER ® y (% EXISTING POLE W/ NEW RISER BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN PROPOSED BORE PIT THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. H 0-o- STREET/SIGNAL/TRAFFIC LIGHT PED O PEDISTAL Z CONSTRUCTION NOTE 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION Call AND IS COLLECTED IN THE AS -BUILT PHASE. before you dig. d TRAFFIC FLOW J© q p FIRE HYDRANT PROPOSED VAULT ® FFE-31 CATCH BASIN POTHOLE LOCATION ® BUILDING OUTLINE CHANNELIZATION >_ EXISTING ANCHOR NEW ANCHOR FIBER PLACEMENT NOTES: O O MANHOLE - SEWER -w 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: y 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. H 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE 1 BEEN FIELD LOCATED. Z 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. � y N H m V Z J Q � J � d to � a am F 0 w a 0 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 14 (1) 10' NOTCHED STEEL CONDUIT SECTION rvoo \ � / W 15" HDG POLE BRACKET WW1 PIPE CLAMP (62017 J BY POWER -STRUT OR E TSURFACE 1 EQUAL) 4" MIN. OFFSET V) FROM POLE Z TYPE C STEEL -TO -STEEL rvoo ADAPTER. CAP (1) 4"0 AT 10'. W (1) 10' NOTCHED & (1) 10' T 1 STEEL CONDUIT J SECTIONS O 3R rA' STEEL Ii EXISTING AERIAL POWER PROPOSED FIBER EXISTING GROUND EXISTING UTILITY POLE TYPE C STEEL -TO -STEEL ADAPTER TYPICAL POLE RISERS (2) 4"0 TYPICAL DETAILS MIN. g3 FOR OPEN CUT TRENCHING UNLESS OTHOMSE APPROVED BY THE CRY MIN. i J FOR HORIZONTAL DHW]ONAL DRILLING EXIST. GROUND_ ENST. U1ILRY� / 1 EXIST. URLNY/1 `/ 12' MIN. CLEAR ".) FOR OPEN CU! TRENCHING 60• MRL CLEAR iTYP% FOR HORIZONTAL DIRECIIONLL DRILLING CROSSING UNDER CROSSING OVER TYPICAL UTILITY CROSSING DETAIL UTILITY CROSSING ROUND ACCESS COVER TYPICAL VAULT DETAIL '^ 9" FLANGE DOWN CLEAR OPENING 3S. 4 - "C" CHANNELS 24" LG. LIFT HOLE 1 1/2" DIA. EACH SIDE PLACE 8' GROUND ROD W/CLAMP AND ATTACH 10' OF #6 COPPER WIRE. LEAVE 4" OUT OF BOTTOM OF VAULT. LADDER RUNG GROOVES NO. 380fi 6' S RISER 280 LBS. TYPICAL MANHOLE DETAIL MAGNETIC \ � / W 4DIA. LIFTING INSERTS EXISTING SURFACE LENGTH) \ 13 18 J VAULT NO. TSURFACE 1 /? O 444 -LA 2,280 LBS. Z 1/4"0 HOLE U 2 1/2"0 GROUND Z S PLATE COVERING T 1 ROD KNOCKOUTS WOR 1 m n LL 4 3/4" KNOCKOUT: 14" 9., 22" PROPOSED CONDUIT 4 EACH SIDE DETAIL 1/4"x20" NC Q OPTIONALPULLI1' IRON1 EACH SI[ J 12 T BAR ANCHOR J11 VAULT 2 D7 GA. WELDED WIRE FRAME SOLID CONCRETE EXTENSION > ri:: TYPICAL VAULT DETAIL '^ 9" FLANGE DOWN CLEAR OPENING 3S. 4 - "C" CHANNELS 24" LG. LIFT HOLE 1 1/2" DIA. EACH SIDE PLACE 8' GROUND ROD W/CLAMP AND ATTACH 10' OF #6 COPPER WIRE. LEAVE 4" OUT OF BOTTOM OF VAULT. LADDER RUNG GROOVES NO. 380fi 6' S RISER 280 LBS. TYPICAL MANHOLE DETAIL MAGNETIC LOCATOR TAPE (ENTIRE TRENCH EXISTING SURFACE LENGTH) N RESTORATION TSURFACE 1 BACKFILL COMPACTED i .. .. TO 90% OF MAXIMUM Z RELATIVE DENSITY OR U STONEWAY MIX 1004. Z S COMPACT TO 95% UNDER ROADWAYS OR • - STONEWAY MIX 351 WOR 1121. m n LL PROPOSED CONDUIT B-12' CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL CONDUIT OR FIBER CABLE INNERDUCT \ SEALING BUSHING INSTALL SEALING BUSHING DUCT WITH CABLE NO SCALE SECURELY TE PULL ROPE TO EYE OF CONDUIT OR SEALING BUSHING ai INNERDUCT PULL ROPE ` r SEALING BUSHING W` INSTALL SEALING BUSHING SEALING BUSHING IN EACH SPARE INNERDUCT SPARE DUCTS OR CONDUIT WNO SCALE J ELEvnnoN O CONTROLLED DENSITY FILL Material AHs Vd. Cement (1.25 Sacks) 0.60 AC ((4' MIN N17H .5' MAX SAW CUT flyyaash 6.64 AGGREGATE'PER CITY SID Water 6.41 EXIST. AC AND B Sond 19.35 2z-00 3' II—tz• TVP. OTyp.12• MIN '. CDF PER rA' i•1 CITY STD 1i a SELECT BACKFILL MAI POTHOLE PLAN NEW DIA PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL � y N H m V Z J Q � J � to IL � a a z O a 0 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 14 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 04 END OF ROW DESIGN, SEE SITE DESIGN m02j ROW S 45TH PL. ROW"r END OF ROW DESIGN SEE SITE DI 4361 4445 2 1 4509 HAMA d03 E I"G TIE IWC Z IN,EXT'G VAUL KVO4S.1A (SP.WAU K.137 4300 Of 4430 4512 ■ W O V m Z J as O� M L J N H M W N d > 3 m r 0 r �s Q N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 14 CONSTRUCTION NOTE: OTIE IN CASE LKVO4S.2A (SP.WAKV.0017) EOP OVERLASH (1) 96 CT. FIBER S 46TH PL. 02 OVERLASH (1) 96 CT FIBER 4600 T r/40 4600 324 S 47TH ST. LQ m TIE IN CASE LKVO4.2 " LL ll (SP.WAKV.I_321 401 405 409 �m SO C 4702 a 00LL O tY m O 1OWNERt PSE O CLASS/HT: O 1i POLE#: 1316241-165895 I POLE TYPE: T 1 m J -AIIACH MEMS- I HEIGHT -MAKE READY- I NEUTRAL 25'-7" N/A SECONDARY 1 25'-3" N/A STREET LIGHT I 20'A" N/A 1 CC 1 19'-7" N/A I PROPOSED ATTACHMENT 1 19'-7" 1 _ 11 TEL 11 17'-6" 1 N/A _ 11 S 48TH ST. LL T L.f) L.f) r -I I A I NE SEE+HT16� Lu 0 TOWNER: 11 PSE 11 � CLASS/HT: � I POLE#: 1316271-165895 I O POLE TYPE: T I I - ATTACHMENTS - y t9 N H V Z � I HEIGHT -MAKE READY- I NEUTRAL 28'-6" N/A I SECONDARY I 26'-6" N/A I I STREET LIGHT I 21'-4" N/A I I CC I 20'-6" N/A I I PROPOSED ATTACHMENT I 20'-6" I I TEL 11 18'-5" 11 N/A N H M W N d � u > 3 m r 0 r o 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 5 OF 14 g� a d� N H M W N d � u > 3 m r 0 r o 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 5 OF 14 t9 y N H Lu 0 V � Z g� a d� N H M W N d > 3 m r 0 r n � o Q N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 6 OF 14 t9 y N H Lu 0 V � Z g� a d� N H M W N d > 3 m r 0 r n � o Q N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 7 OF 14 t9 y N H Lu 0 V � Z g� a d� N H M W N d > 3 m r 0 r n � o Q N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 8 OF 14 ROW ( OWNER: 1 PSE 1 12 CLASS/HT: POLEM 1316039-165894 POLE TYPE: T - ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL SECONDARY 1 25'-10" 1 24'-5" N/A = 1 N/A - 1 STREET LIGHT 19'-7" N/A _ CC 19'-0" N/A PROPOSED ATTACHMENT 1 19'-0" 1 TEL 17'-9" 1 N/A OWNER: i PSE 1 13 1 CLASS/HT: POLE#: 1316034-165894 POLE TYPE: D -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 1 25'-0" N/A SECONDARY 22'-3" N/A CC 19'-1" N/A PROPOSED ATTACHMENT 19'-1" PROPOSED ATTACHMENT TEL 17'-11" 1 N/A MMJ - EOP 300 m O m Ll I� �LL I 5414 o OWNER:PSE POLE#: 1316001-165882 (� 1 w CLASS/HT: POLE TYPE: T -ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 1 26'-9" N/A SECONDARY 23'-11" N/A STREET LIGHT 21'-5" N/A CC 21'-5" N/A PROPOSED ATTACHMENT 21'-5" PROPOSEDATTACHMENT TEL 19'-11" N/A J la 0 w CONSTRUCTION NOTE: OOVERLASH (1) 96 CT FIBER TOWNER: -' 11 PSE 1316001-165909 11 16 CLASS/HT: POLE#: POLE TYPE: D I - ATTACHMENTS - HEIGHT -MAKE READY- I 1 NEUTRAL 1 29'-0" N/A 1 SECONDARY 28'-0" N/A I FIBER 1 24'-0" N/A 1 CC 1 22'-11" N/A PROPOSEDATTACHMENT 1 22'-11" FL - 1=1 L T=1 d03 176' IOWNER. PSE I POLE#: 1316001-165896 15 CLASS/HT: POLE TYPE: D 1 I - AI IACHMEN I S- 1 HEIGHT -MAKE READY - 1 NEUTRAL 1 29'-8" N/A I FIBER 1 24'-8" N/A I CC 23'-5" N/A I PROPOSED ATTACHMENT 1 23'-5" 19' -ll" TEL 11 19'-9" 1 N/A I I 498 I - I I I I MMJ - EOP EOP - S 192ND ST. I _FI EOP 171' Rp T165'� - - C:) 11 OWNER: 11 PSE 1316000-165923 1 17 CLASS/HT: POLE TYPE: D POLE#: -ATTACHMENTS- 1 HEIGHT -MAKE READY - NEUTRAL 1 26-3" N/A SECONDARY 26'-0" N/A FIBER 21'-0" N/A CC 19' -ll" N/A PROPOSED ATTACHMENT 1 19'-11" 11 VJll^^ I ui 'w'^ VJII L.I.- i 7 I i U Q LU LU ■ W O (a) ca Z J as J O� � M L N H M W N d > 3 m a r 0 w r ti 0 0 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 9 OF 14 TE 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 520 Channelizing Device Spacing 1500' +/- RAS PER MUTCO) POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 20 30 40 Length (feet) Tangent (feet) 40 60 80 BE PREPARED To STOP UTILITY WORK AHEAD THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION FLAGGER�' / AHEAG BE\ M � PREPARED TO STOP UTILITY WORK AHEAD LONGITUDINAL BUFFER SPACE = B SPEED 125 130 135 140 1 45 1 50 1 55 1 60 1 65 170 I 19219 LENGTH 11551200125013051360142514951570 1780 1840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/- RAS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 0' +/ RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/ PH 350'+/- MINIMUM TAPER LENGTH IN FEET = L RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DIS CTS 25/30 MPH 200'+/- LANE WIDTH POSTED SPEED LIMIT (MPH) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - URBAN STREETS 25 MPH OR LESS 100'+/- ALL SIGNS AR "x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 11 115 160 225 295 495 550 605 660 - - (1) ALL SIG ACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTER TIONS AND DRIVEWAYS. ( E SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 12 125 180 245 320 540 600 660 720 780 840 CONSTRUCTION NOTE: ODRIVEWAYS WILL BE MADE ACCESSABLE WHILE WORK IS IN PROGRESS OTHIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY � y N H Lu V � Z g� a d� > 3 m r z o d r ¢ z 0 a o QQ N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=80' 0 40' 80 15 OF 15