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HomeMy WebLinkAboutP_Site_Plans_20170427_v1CONTACTS: SEFNCO SHANE DUNAWAY (253)266-4944 SCOPE OF WORK: — TIE IN TO CASE SP.WAKV.0487 IN EXISTING DOG HOUSE — MID SHEATH SPLICE TIE IN. — PROOF AND PULL (1) 48 CT FIBER BILL OF MATERIALS': 1090 FT + 20% STORAGE - 48 CT FIBER PROJECT DESCRIPTION* NEW AERIAL = 0 FT. OVERLASH = 0 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 1090 FT. RISER (0) = 0 FT. I TOTAL FOOTAGE = 1090 FT. °ALL FOOTAGES AND MATERIALS ARE ESTIMATED SHEET INDEX: 1 - COVER SHEET 2-3 - NOTES, LEGEND, AND DETAIL SHEET 4 - PROPOSED CONSTRUCTION 5 - TRAFFIC CONTROL PLANS COMCAST ORCA BAY SEAFOODS 900 POWELL AVE SW RENTON, WA �er� nal Cerrter33 ri 0 Puget Sound Educational Service District I a SW 7VI Entepriae Rerlt-A-Car SW 7th Sit 1900 Powell Avenue Southwest 4 P Lp v�ay A ITAIWIf 0 Tfl4h T Sw 1 Ott 51 CL Ul E: Spl srad� WNgl 0 7 G7 W sw �zca� v s� t LtT 5t 5`0 S'.o 5y,1 -13th � THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS CD KI Walmart SA SW 00 H r � M W N d a 3 m a O w a� o� a \I COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 7 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. 110TH ST. E SHALL REMAIN FULLY OPEN TO VEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES. EXCEPTION: 110TH ST. E. MAYBE 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 ® PROPOSED BORE PIT •-------------------------------- PROPOSED BORE 0- STREET/SIGNAL/TRAFFIC LIGHT - - - - - - - - CONSTRUCTION NOTE y© C(p FIRE HYDRANT ® FFE-31 CATCH BASIN W N CHANNELIZATION LXX 'riREEW7iZLi7F CIE - - PROPOSED DIRECTIONAL DRILL •-------------------------------- PROPOSED BORE (xxx') BORE TRAFFIC FLOW - - - - - - - - - EXISTING PULL THRU (xxx') EXISTING PULL THRU 1 ®••®'(xxx') OPEN TRENCH PROPOSED OPEN TRENCH W N AERIAL STRAND 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION EXISTING ANCHOR NEW STRAND AND FIBER 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: EXISTING POLE W/ NEW RISER 1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY LANDSCAPING/TREE BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN TRAFFIC FLOW DH EXISTING DOG HOUSE 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE 1 i POTHOLE LOCATION W N BUILDING OUTLINE 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION 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: 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 y THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. Uj 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE 1 BEEN FIELD LOCATED. W N 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. a am F 0 a o a 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 7 O y C) Uj a a W N J J >' W m Q a IL v o o� C) O a am F 0 a o a 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 7 (1) 10' NOTCHED STEEL CONDUIT SECTION ne 15" HDG POLE BRACKET W W/ PIPE CLAMP (62017 I BY POWER -STRUT OR i /� ' EQUAL) 4"MIN. OFFSET L / FROM POLE TYPE C STEEL -TO -STEEL ADAPTER. CAP (1) 4.0 AT 10'. W (1) 10' NOTCHED & (1)10' CONDUIT OR FIBER CABLE INNERDUCT STEEL CONDUIT J SECTIONS O 3'R,9 STEEL DUCT WITH CABLE BACKFILL COMPACTED \_EXISTING AERIAL POWER PROPOSED FIBER w a � > (L r � N (_') w N x EXISTING GROUND �\ \ , \�•` EXISTING UTILITY POLE ` TYPE C STEEL -TO -STEEL ADAPTER TYPICAL POLE RISERS (2) 4"0 W"I 1/4"0 HOLE PLATE COVERING 17" 14" 91,22" DETAIL 1/4"x20" NC 12" T BAR ANCHOR TYPICAL VAULT DETAIL J11 VAULT .DED WIRE FRAME D CONCRETE EXTENSION TYPICAL DETAILS MIN. X.) FOR OPEN CUT TRENCHING UNLESS OTHERWISE APPROVED BY THE CITY MIN. FOR HORIZOMAL DIRECDON4L DRILLING EXIST. GROUND— CONDOMS)�,X's" � � 1 EXIST. UnLnY^ ` / 12' MIN. CLEAR ((77YYPP FOR OPEN CUT TRENCHING 60' MIN. CLEAR (TYP. FOR HORIZOMAL DIRECTIONAL DRILLING CROSSING UNDER CROSSING OVER TYPICAL UTILITY CROSSING DETAIL UTILITY CROSSING ROUND ACCESS COVER CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL °^ — FLANGE DOWN OLEAR OPENING 3S. WLIFTING MAGNETIC LOCATOR CONDUIT OR FIBER CABLE INNERDUCT TAPE (ENTIRE TRENCH O ` SEALING BUSHING `INSTALL SEALING BUSHING SURFACE RESTORATION DUCT WITH CABLE BACKFILL COMPACTED i NO SCALE r%l000 RELATIVE DENSITY OR U STONEWAY MIX 1004. Z SECURELY TIE PULL 21/2"0 GROUND STONEWAY MIX 351 ROPE TO EYE OF SEALING BUSHING c OR 1121. orfa CONDUIT OR INNERDUCT PULL ROPE SEALING BUSHING W�/ o 41 IJ. O `INSTALL SEALING BUSHING SEALING BUSHING IN EACH SPARE INNERDUCT SPARE DUCTS OR CONDUIT WNO SCALE ROD W/CLAMP ELEvanoN CONTROLLED DENSITY FILL O MateriolAbs Vol. COPPER Cement (1.25 Socks) 0.60 AC (4" MIN) WITH .5" MAX SAW CUT sh 0.64 T Wafer 6.41 AGGkIGATE PER CITY STD EXIST. AC AND B y Sand 19.35 OF VAULT. 27.00 I 3' mgr LADDER RUNG GROOVES I I�12" 7YP. O12" urr iusE NO. M06 6' MINTyp�,'. CDF PER RISER 290 LBS. CITY STD TYPICAL MANHOLE DETAIL LlrDIA SELECT BACKFILL MAI ^� PLAN VIEW POTHOLE PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL ROUND ACCESS COVER CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL °^ — FLANGE DOWN OLEAR OPENING 3S. WLIFTING MAGNETIC LOCATOR TAPE (ENTIRE TRENCH O EXISTING SURFACE LENGTH) SURFACE RESTORATION T 1 BACKFILL COMPACTED i .. .. TO 90% OF MAXIMUM 0444 RELATIVE DENSITY OR U STONEWAY MIX 1004. Z v COMPACT TO 95 c UNDER ROADWAYS OR 21/2"0 GROUND STONEWAY MIX 351 W c OR 1121. orfa ROD KNOCKOUTS 4 3/4" KNOCKOUTS v o 41 PROPOSED CONDUIT ROUND ACCESS COVER CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL °^ — FLANGE DOWN OLEAR OPENING 3S. WLIFTING 4 5/8" DIA. INSERTS J O y VAULT NO. a a 0444 -LA 2,280 LBS. J 4 - "C" CHANNELS 24" LG. 21/2"0 GROUND 3:uj m LIFT HOLE 1 1/2" DIA. T li ROD KNOCKOUTS 4 3/4" KNOCKOUTS v o 41 EACH SIDE O 4 EACH SIDE PLACE 8' GROUND Z ROD W/CLAMP AND ATTACH 10' COPPER OPTIONAL PULLING WIRE. WI LEAVE 4" IRON1 EACH SIDE OUT OF BOTTOM OF VAULT. mgr LADDER RUNG GROOVES urr iusE NO. M06 6' RISER 290 LBS. TYPICAL MANHOLE DETAIL � o m a r O c 0 a o� a li COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 7 O y a a W N J J a 3:uj m o a 0. v o O � o m a r O c 0 a o� a li COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 7 CONSTRUCTION NOTE: 1 TIE IN TO CASE SP.WAKV.0487 IN EXISTING DOG HOUSE (MID SHEATH TIE IN) OPROOF AND PULL (1) 48 CT FIBER OEXISTING DOG HOUSE OEND OF ROW DESIGN, SEE SITE DESIGN m 771 i 41 1 1 I ---------------- 0 Lu H D � I N O W 0 Lu 1 I a � 1 J J I ' Q m Q L � O 1 � 947 I ' I 1 IA 10 I 'I I ---------------- 0 Lu OD H D � N O W 0 Lu a a W N J J Q m Q L V O OC � O OD H r � M W N d I o Y 3 m a 0 0 D ry e l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60, 0 30' 60, 4 OF 7 CONSTRUCTION NOTE: 1 TIE IN TO CASE SP.WAKV.0487IN EXISTING DOG HOUSE (MID SHEATH TIE IN) OPROOF AND PULL (1) 48 CT FIBER OEXISTING DOG HOUSE O END OF ROW DESIGN, SEE SITE DESIGN I m O � I 901 I F7 I I I � I I I 0 I I I I I I ZE923 a \ I I \ I \ 900 I 4 \ I 3D OF ROW DESIGN a �\EE SITE DESIGN c ' \ I I I � \ I I I I I I � I I I I ' ----- 941 ff I � I m I 2 I � I I i 412' I i MATCHLINE - SEE SHT 4 I OD H r � M W N d I- Y 3 m a 0 w d s Q o ry a l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 5 OF 7 � ITF_ SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4 -LANE ROAD ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES MNLL CONFORM TO SPECIFICATIONS STATED IN THE THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL THIS TCP WILL NOT BE ILIIPLEMENTED UNTIL APFRVVF;D DEVICES (M.UTC.D) BY THE PUBLIC AUTHORITY HAVING JURISDICTIONCITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO I j✓ /• / � /� ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL R IS THE RESPONSIBILITY OF / THE ON•5ffE TRAFFIC CONTROL PERSONAL TO SEE IF AND WITHIN THEIR JURISDICTION, ANY SPECIAL CONDITIONS EXIST CONSTRUCTION NOTE. Li DRIVEWAYS WILL BE MADE ACCESSABLE WHILE WORK IS IN PROGRESS m O O rX 0 m r r C m Lr) 9 00, ///920 dO3 FLOW d03 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50170 MPH 1500'+/ -PR ASPER MUMO)I ///920 dO3 FLOW d03 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50170 MPH 1500'+/ -PR ASPER MUMO)I RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35140 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS 25130 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. GIRT I FIED Lundell COMMUNICATIONS ry0�' �C'7 /Cs CZD 5 '�� co,NTRO\- SPEED R2-1 LIMIT 25 S\N 1ojH s� � _--Ro ow — RL d03 SW GRAY w AV Q rr PON 1040 �Z/; W21-7 j "n0 UTILITY WORK RJ T!!E AHEAD CLAED F�O U) °o0 Lu � � a CcJ J >0 W m Q a L v o o � 00 r d os V N Iwo io K "T� 0 lLr COMCAST SEFNCO COMMUNICAiiOHS SCAL-: i"=96' a ZB' 96' 6 OF 7 IFIC TRAFFIC CONT41L FLAN [UNDERGROUND 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 GUIDUNES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. Ir IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WRHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTIDN CONSTRUCTION NOTE / 1 DRIVEWAYS WILL BE MADE ACCESSABLE WHILE \ WORK IS IN PROGRESS LONGITUDINAL BUFFER SPACE = B SPEED 125 130 135 140 145 1 50 1 55 1 60 1 65 170 LENGTH 15512001250 305 3601425 4951570 780 840 MINIMUM TAPER LENGTH IN FEET = L LME I POSTED SPEED LIMIT (MPH) "DT" 25 30 35 40 45 50 55 60 65 70 10 1105115012051270145015001550 111115 1601225129514951550160516601 - I - 1 12 1125 180 245 3201540 600 660 720 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50!70 MPH 1500' +/-y0A A5PER RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45155 MPH 500' +/- 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'+/ - ALL SIGNS ARE 48"08" BLACK ON ORANGE UNLESS OTHERWISE DESIGNI (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT G INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY 13E REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. G�RTIFIFD Twwtm a IstfRe'la TIONS COMMtyNIGA Q: soioes+ oho �O +A/RES C CO TRO\- S _r it Ir Channelizing Device Spacing POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 , Length (feet) 20 1 30 40 Tangent (feet) 40 I 60 We fiI AHEAD W$. I BE --ate T . Wawa I WOUTulY-J jopk RK .. - AHEAD 02 3 Am COMCAST SEFNCO cor�wrtrr+rcAnor�s roEI.�yFwnKa excFttExc� SCALE: l"=120' 0 60' 120 7 OF 7 O0 y a a W Cc J J m Q a d v o � O 3 Am COMCAST SEFNCO cor�wrtrr+rcAnor�s roEI.�yFwnKa excFttExc� SCALE: l"=120' 0 60' 120 7 OF 7