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HomeMy WebLinkAboutP_ROW_Design_20170502_v1CONTACTS: SEFNCO SHANE DUNAWAY 253-266-4944 SCOPE OF WORK: —TIE INTO EXISTING CASE KV07MX1.3A.3A (SP.WAKV.0147) —OVERLASH (1) 48 CT. FIBER —PROOF AND PULL (1) 48 CT FIBER —PULL THROUGH EXISTING RISER (25') BILL OF MATERIALS': 1733 FT + 20% STORAGE - 48 CT FIBER PROJECT DESCRIPTION* NEW AERIAL = 0 FT. OVERLASH = 799 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 909 FT. RISER (1) = 25 FT. ITOTAL FOOTAGE = 1733 FT. °ALL FOOTAGES AND MATERIALS ARE ESTIMATED SHEET INDEX: 1 - COVER SHEET 2-3 - NOTES, LEGEND, & DETAILS SHEET 4-6 - PROPOSED CONSTRUCTION 7-8 - TRAFFIC CONTROL PLANS COMCAST SYSTEMATECH 601 S CARR RD. RENTON, WA 98055 a S Mh Ct 4 t SE {CtII: r�c. 5 i New 601 South Carr Road 5180th St $ 43rd �t THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS 41 H M � V W N d a m a 0 a 0 \I COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 8 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. 20. TALBOT RD, S. 177TH, 98TH AVE, AND S CARR RD SHALL REMAIN FULLY OPEN TO VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES. EXCEPTION: S.177TH AND 98TH AVE 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 THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. EXISTING PULL THRU (xxx) EXISTING PU�� THRu STREET/SIGNAL/TRAFFIC LIGHT - - - - - - - - - (xxx') OPEN TRENCH PROPOSED OPEN TRENCH H AERIAL STRAND 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION - NEW STRAND AND FIBER ® D (% 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. � O- STREET/SIGNAL/TRAFFIC LIGHT PED O PEDISTAL H 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. TRAFFIC FLOW J© q p FIRE HYDRANT VAULT ® FFE-31 CATCH BASIN POTHOLE LOCATION ® BUILDING OUTLINE CHANNELIZATION DH DOG HOUSE 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: D 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY OC 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. H 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. Z D V OC W � H as � V W H y y >m r O V) to S am F 0 w a 0 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 8 (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 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]ON4. DRILLING EXIST. GROUND_ ENST. U1ILRY� / 1 EXIST. URLNY/1 `/ 12' MIN. CLEAR ".) FOR OPEN CU! TRENCHING 60• MRL CLEAR iTYP% FOR HORIZONTAL DIRECIIONLL DRILLING I ROSSING UNDFR (ROSSING 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. 380 S RISER — 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. 1/4"0 HOLE U 2 1/2"0 GROUND Z PLATE COVERING T 1 ROD KNOCKOUTS WOR 1 m n � 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. 380 S RISER — LBS. TYPICAL MANHOLE DETAIL MAGNETIC LOCATOR TAPE (ENTIRE TRENCH EXISTING SURFACE LENGTH) H a RESTORATION TSURFACE 1 BACKFILL COMPACTED i .. .. TO 90% OF MAXIMUM RELATIVE DENSITY OR U STONEWAY MIX 1004. Z COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 WOR 1121. m n � 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 0.64 AGCREGATE'PER CITY 3TD Water 6.41 EXIST. AC AND B Sond 19.35 2z-00 3' II—tz• TVP. OTyp.12• MIN '. CDF PER rA' "m CITY STD 1i a SELECT BACKFILL MAI POIHOLE PLAN NEW DIA PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL = O V OC W H a � a W U) U) to a � a z O a 0 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 8 CONSTRUCTION NOTE: OTIE INTO EXISTING CASE KV07MX1.3A.3A (SP.WAKV.0147) OVERLASH (1) 48 CT FIBER OOVERLASH (1) 48 CT FIBER OPULL DOWN EXISTING RISER OPROOF AND PULL UNDERGROUND (1) 48 CT FIBER O5 EXISTING VAULT O6 EXISTING DOG HOUSE O7 END OF ROW DESIGN, SEE SITE DESIGN. TIE IN CASE` KV07MX1.3A.3 (SP.WAKV.014- OWNER: PSE 316504-165937 1 CLASS/HT: POLE TYPE: T POLE#: -ATTACHMENTS- HEIGHT -MAKE READY- PWR RISER 24'-1" N/A NEUTRAL 23'-9" N/A CC 21'-1" N/A 1 I I I I II I 17620 I 9612 9622 ^^II I (2� 245' S. 177TH ST. OWNER: PSE 2 CLASS/HT: POLEM 316504-165959 POLE TYPE: D POLE TYPE: D -ATTACHMENTS - HEIGHT -MAKE READY - STREET LIGHT 23'-6" N/A CC 21'-6" N/A TEL 20'-7" N/A 138' OWNER: PSE 316502-165972 4 CLASS/HT: POLE#: POLE TYPE: D -ATTACHMENTS- HEIGHT -MAKE READY - STREET LIGHT 25'-3" N/A CC 22'-11" N/A TEL 21'-10" N/A 9625 9630 2 21 2 17715 i / 17706/ 701 OWNER: PSE 316491-165978 4 CLASS/HT: POLE#: POLE TYPE: - ATTACHMENTS - HEIGHT -MAKE READY - NEUTRAL 25'-0" N/A STREET LIGHT 21'-7" N/A CC 20'-5" N/A TEL 17'-1" N/A 17712 / 150' 17718 MATCHLINE - SEE SHT 5 - I- 1 Y 3 mQ 0 w a o D l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60 0 30' 60, 4 OF 7 CONSTRUCTION NOTE: OTIE INTO EXISTING CASE KV07MX1.3A.3A (SP.WAKV.0147) OVERLASH (1) 48 CT FIBER OOVERLASH (1) 48 CT FIBER O3 PULL DOWN EXISTING RISER OPROOF AND PULL UNDERGROUND (1) 48 CT FIBER O5 EXISTING VAULT OEXISTING DOG HOUSE OEND OF ROW DESIGN, SEE SITE DESIGN. � i =mom i � i MATCHLINE - SEE SHT 4 1I 61 \-\ 5� \ \ \ \ 17832 / I I ) OF ROW DESIGN 17811 17819 OWNER: PSE 316477-165982 5 CLASS/HT: POLE#: POLE TYPE: D -ATTACHMENTS- HEIGHT -MAKE READY - NEUTRAL 27-9" N/A STREET LIGHT 24'-5" N/A CC 22'-8" N/A TEL 21'-8" N/A riv � OWNER: I PSE CLASS/HT: POLE#: 316463-165980 W POLE TYPE: D -ATTACHMENTS - HEIGHT -MAKE READY - STREET LIGHT 25'-3" N/A CC 22'-6" N/A TEL 21'-6" N/A goo000000000 000 000 i000000 000 �i i 246; \\\ EE SITE DESIGN �Q.O• / _�♦ �\ 4 S. CARR 455' ♦ 4 i 55' 0 x Q u CLO W LIo CLOW I 0) U O 11 H loom M � � W N L Y 3 mQ 0 Q� 0 l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 5 OF 7 ITE SPECIFIC TRAFFIC CONTR 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.0 D) CITIES AND VARIOUS MUNICI PALMES MAY HAVE ALSO ADOPTED SEPCIAUZED 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 THE DESIGNED TRAFnC CONTROLS CONI-AINED WITHIN THIS TCP WILL NOT BE IMPLEMENT>=D UM'rlL APPROVED BY THE PUBLIC AUTHORITY HAVIKG JURISDICTION CONSTRUCTION NOTE ODRIVEWAYS WILL BE MADE ACCESSABLE WHILE WORK IS IN PROGRESS 2 THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY Chan 125-30 Length (feet) 1 20 (feet) 40 ng Device Spacing POSTED SPEED LIMIT (MPH) 35 — 45 50 - 70 30 40 LONGITUDINAL BUFFER SPACE = B SPEED 2S 30 F35.4D 145 150 1 55 160 165 170 LENGTH 155 200 250 305 360 425 495 570 780 84( MINIMUM TAPER LENGTH IN FEET = L LmE POSTED SPEED LIMIT (MPH) 1"m 25 30 35 40 45 50 55 60 65 70 10 11051150120512701450150015501 11 115 1160 225 295 495 1 550 605I 660 - I - 12 125 18D 245 320 540 60D 660 720 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50170 MPH 1500' +/-(OR AS PER Mun:q RURAL HIGHWAYS 60165 MPH 8001+/ - RURAL ROADS 45155 MPH 500'+/- RURAL 00'+1-RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25130 MPH 200'+/- URBAN STREETS 25 MPH OR LESS 100'+/- I ALL 00'+/- IALL SIGNS ARE 48"08" 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. [AERIAL WORK AND UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4-LANE ROAD AND -2- LANE ROAD r ' 39D1 Mla M35 K Y ROAM i w 3915 , F� sKU rM gamc RAOW SIDEWALK CLOSED - 1 TYPE 2 BARRICADE SHALL BE PLACED ACROSS THE FULL WIDTH OF THE CLOSED SIDEWALK !' 1 I 17600/// �E�r�F,Eo r rhy <wfQelf ;I: COMMUNIC47fONS 'y f"4/ O Q- Ao 0, ' 0CT0 E N;'ROL. 5\3P �j ? 17620 i /9612 0L- 96229630 RACM -__ S. 177TH ST. imp BE R, / 9613 /' //l NEWiii' ♦ , 9621 c i I A� 9720 / 17706 l 0E/Em wr 25 ' t .1 17715'/ RQA1Im vnm � msloP ■aan ulEin U) 0 o � r L N o o Alk COMCAST SEFNCD COMMUNICATIONS 'AWVERING E W. I ENCS' SCALE: i"=E0' D 40' 8C 6 OF 7 ,51TE-SPECIFIC TRAFFIC CONTROL PLAN [AERIAL WORK AND UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4 -LANE ROAD AND -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) CRIES 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 INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I �� g�H 5� 17804 i 17810 17818 1 ;t ... j 111111 r r % I!SIDEWALK 1 CLOSED TYPE 2 BARRICADE SHALL / BE PLACED ACROSS THE ,�� -\FULL WIDTH OF THE CLOSED SIDEWALK SIDEWALK CLOSED 601 TYPE 2 BARRICADE SHALL BE PLACED ACROSS THE FULL WIDTH OF THE CLOSED SIDEWALK ��RrrF�Fo r^''a=fi' lunCNl SEFNCO COMMUNICATIONS =0494 icc �0� C� c0N RO 0 SUQ��` 9806 mn _ NEW 35 1 ter.-�1 - S CARR Rp. AHM IE RWAW azoo m� RAGM AEW O O EVI SIDEWALK - Ir -CLOSED I R9-9 � ' D TYPE 2 BARRICADE SHALL ""BE PLACED ACROSS THE R� ULL WIDTH OF THE T j "ED CLOSED SIDEWALK TOM 4 E20 0 v E DESIGNED TRAFFIC CONTROLS CONTAINtQ WITHIN IS TCP WILL NOT BJE IMPLEMF;NTEV UNTIL APPROVED � Y THE PUBLIC AUTHORITY HAVING JURI5DICTION a CONSTRUCTION NOTE WILL BE MADE ACCESSABLE WHILE ODRIVEWAYS WORK IS IN PROGRESS 2 THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY 40 Channelizing Device Spacing POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 Length (feet) 20 30 40 Tangent (feet) 40 60 80 I LONGITUDINAL BUFFER SPACE = B SPEED 25 30 35 40 145 50 55 60 1 65 70 LENGTH 155 200 250 305 360 425 495 574 780 840 MINIMUM TAPER LENGTH IN FEET = L LANE I POSTED SPEED LIMIT (MPH) Amor" 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 11251180 245 320 540 600 660172017:80:18:410 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50170 MPH 1500' +/-(OR AS PER mLr=p RURAL HIGHWAYS 60165 MPH 8001+1 - RURAL ROADS 45155 MPH 500' +1- LRURAL ROADS & URBAN ARTERIALS 35/4D MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25130 MPH 200'+/- RESIDENTAL &BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 00'+1- 100'+/- I ALL IALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I �� g�H 5� 17804 i 17810 17818 1 ;t ... j 111111 r r % I!SIDEWALK 1 CLOSED TYPE 2 BARRICADE SHALL / BE PLACED ACROSS THE ,�� -\FULL WIDTH OF THE CLOSED SIDEWALK SIDEWALK CLOSED 601 TYPE 2 BARRICADE SHALL BE PLACED ACROSS THE FULL WIDTH OF THE CLOSED SIDEWALK ��RrrF�Fo r^''a=fi' lunCNl SEFNCO COMMUNICATIONS =0494 icc �0� C� c0N RO 0 SUQ��` 9806 mn _ NEW 35 1 ter.-�1 - S CARR Rp. AHM IE RWAW azoo m� RAGM AEW O O EVI SIDEWALK - Ir -CLOSED I R9-9 � ' D TYPE 2 BARRICADE SHALL ""BE PLACED ACROSS THE R� ULL WIDTH OF THE T j "ED CLOSED SIDEWALK TOM 4 E20 0 Ah COMCAST SEFNCO COMMUNrAW NS MEUVERiNG EXCE IENCE' SCA I' o 40' so - _.- - 11 7 OF 7 W � a � W Imm cc 40 Ah COMCAST SEFNCO COMMUNrAW NS MEUVERiNG EXCE IENCE' SCA I' o 40' so - _.- - 11 7 OF 7 m� s Ah COMCAST SEFNCO COMMUNrAW NS MEUVERiNG EXCE IENCE' SCA I' o 40' so - _.- - 11 7 OF 7