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Home My WebLink AboutP_SITE_PLANS_170502_V1COMCAST TAQUERIA EL RINCONSITO 4619 NE SUNSET BLVD. coNracTs: RENTON, WA SEFNCO NYJAUNE LAWLER NLAWLER@SEFNCO.COM (253)254-8558 SCOPE OF WORK: —DIRECTIONAL DRILL AND PLACE (1) 2" CONDUIT, PULL (1) COMMUNICATIONS CABLE BILL OF MATERIALS*: 80 FT + 20% STORAGE - COMMUNICATIONS CABLE PROJECT DESCRIPTION* NEW AERIAL = 0 FT. OVERLASH = 0 FT. NEW UNDERGROUND = 80 FT. EXISTING UNDERGROUND = 0 FT. RISER (0) = 0 FT. TOTAL FOOTAGE = 80 FT. Q �H V W n 0 I.L II °ALL FOOTAGES AND MATERIALS ARE ESTIMATED II SHEET INDEX: 1 - COVER SHEET 2-3 - NOTES, LEGEND, & DETAILS SHEET 4 - PROPOSED CONSTRUCTION Ob 5 - TRAFFIC CONTROL PLANS THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS ¢ g\0 J to Rainbow Carwash0 Set NES J 3 W C0 King and Bunn s z a Appliances oc I Luv Terh,� � ' i � ()76 W 5 QStarbucks C_t11 ' 0 ?4619 -t East Highlands Apartments4 �, North"st Sunt BouWard J I � H � ® _ NE 13th PE McDonald'so y ro O Honey Creek Apartments z M Albertsons II °ALL FOOTAGES AND MATERIALS ARE ESTIMATED II SHEET INDEX: 1 - COVER SHEET 2-3 - NOTES, LEGEND, & DETAILS SHEET 4 - PROPOSED CONSTRUCTION Ob 5 - TRAFFIC CONTROL PLANS THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS M H O � N W N d a a 0 a 0 c �r COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 5 V J Zm J W W C0 z a _ n oc 0 W W nZ cY Q �, � H � M H O � N W N d a a 0 a 0 c �r COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" COVER 1 OF 5 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 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 ANYTIME 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. EOP CSO ® CB FL PROPOSED BORE PIT LEGEND: RIGHT-OF-WAY TRAFFIC LANE FOG LINE EDGE OF PAYMENT LOT LINES STREET/SIGNAL/TRAFFIC LIGHT CONSTRUCTION NOTE FIRE HYDRANT CATCH BASIN CHANNELIZATION - - - - - - - - - - - - PROPOSED DIRECTIONAL DRILL DIRECTIONAL DRILL (xxx') BORE (xxx') EXISTING PULL THRU - (xxx') OPEN TRENCH EXISTING POLE W/ NEW RISER PED O PEDISTAL NEW ANCHOR PROPOSED BORE EXISTING PULL THRU PROPOSED OPEN TRENCH AERIAL STRAND NEW STRAND AND FIBER (D O MANHOLE - SEWER -w WATER COMMUNICATIONS CABLE PLACEMENT NOTES: 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 CABLE AT EVERY WORK POLE, MANHOLE, CABLE 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. CABLE 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 �D DOG HOUSE ❑P PEDESTAL ® BUILDING OUTLINE 2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE EXISTING ANCHOR NEW ANCHOR PROPOSED BORE EXISTING PULL THRU PROPOSED OPEN TRENCH AERIAL STRAND NEW STRAND AND FIBER (D O MANHOLE - SEWER -w WATER COMMUNICATIONS CABLE PLACEMENT NOTES: 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 CABLE AT EVERY WORK POLE, MANHOLE, CABLE 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. CABLE 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 J 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. J 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 0 a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 5 V J Z m J W W cr) z W W 0 Z c Q � a am F 0 a 0 a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 5 (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 J 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_ EXIST. 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. J 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: W 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) RESTORATION TSURFACE 1 BACKFILL COMPACTED i .. .. TO 90% OF MAXIMUM J RELATIVE DENSITY OR U STONEWAY MIX 1004. Z COMPACT TO 95% UNDER ROADWAYS OR • - STONEWAY MIX 351 WOR 1121. m n � W PROPOSED CONDUIT B-12' CONTRACTOR TO VERIFY c SPECIFICATION WITH LOCAL Q 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' i•1 CITY STD 1i a SELECT BACKFILL MAI POIHOLE PLAN NEW DIA PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL a a z O a o o .. a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 5 V j Z m J W W cr) z W W 0 z c Q a a z O a o o .. a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 5 CONSTRUCTION NOTE: OTIE IN POINT IN EXISTING VAULT ODIRECTIONAL DRILL AND PLACE (1) 2" CONDUIT, PULL COMMUNICATIONS CABLE O3 END OF RIGHT OF WAY DESIGN, SEE SITE DESIGN 4608 I I I IZ? I / / i / / I / / 'k/ / 4500 ♦• / / Sv�S / / / R �'••� - 4619 �i 65 4601 M H O � N W N d Y 3 m a 0 w w o � N D e l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 5 ■ 0 m z0 m > I a Q W N �Q Z Q OG � W 0 M H O � N W N d Y 3 m a 0 w w o � N D e l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 5 ■ 0 ■ \ m j LU W N Z Q OG � W W =1 Z c a M H O � N W N d Y 3 m a 0 w w o � N D e l COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 5 SITE SPECIFIC TRAFFIC CONTROL PLAN IUNDERGRND WORK] CONTROL TYPE: SINGLE LANE - MULTI -LANE ROAD ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED :N THE THE DESIGNED TRAFFtC CONTROLS CONTAIN it 4 WF7HIN FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL THIS TCP WILL NOT 0 E IMPLEM ENTED UNTIL APPROVED DEVICES (M.U.T.0 D) BY THE PLISUC AUTHORITY HAVING JURISDICTION CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO / ADOPTED SEPCUILIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. CF IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONALTO SEE IF AND ANY SPECIAL CONDITIONS EXIST 4500,-'//, / !• a V -CrSIDEWALK 4637 � / 5� / / / / / CLOSED -8' i 109 TYPE 2 BARRICADE SHALL 4601// BE PLACED ACROSS THE FULL WIDTH OF THE CLOSED SIDEWALK FJMff LANE AMEAD \L URBAN STREETS 25 MPH OR LESS_ 100'+/- j LONGITUDINAL BUFFER SPACE - B ALL SIGNS ARE 46"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED SPEED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS, LENGTI (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Channelizing Device Spacing POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 TYPE 2 BARRICADE SHALL 30 40 BE PLACED ACROSS THE 60 FULL WIDTH OF THE y CLOSED SIDEWALK SIGN SPACING - X (FEET) � � l FREEWAYS & EXPRESSWAYS 50170 MPH 1500'+/-oetisrERmumml RURAL HIGHWAYS 60165 MPH 800' +/- H RURAL ROADS 45155 MPH 500'+/ - a_ RURAL ROADS & URBAN ARTERIALS 35140 MPH 3501+/ - RURAL ROADS & URBAN ARTERIALS W 25130 MPH 200'+/- W RESIDENTAL & BUSINESS DISTRICTS Z c URBAN STREETS 25 MPH OR LESS_ 100'+/- j LONGITUDINAL BUFFER SPACE - B ALL SIGNS ARE 46"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED SPEED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS, LENGTI (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Channelizing Device Spacing POSTED SPEED LIMIT (MPH) 25-30 35 - 45 50 - 70 Length (feet) 20 30 40 Tangent (feet) 40 60 80 1-10 0-00 .� 111111 111111 f � 1 I � in Z y LU t Q � � l t �o r � MINIMUM TAPER LENGTH IN FEET = I LANE POSTED SPEED LIMIT (MPH) "m 25 30 35 40 45 50 55 60 65 70 10 10511501205127014-50150015501 - I - I - 451111 451 50 1 551 60 165 170 111111511601225129514951550160516601 - I - 15512001250130513601425 1 495 570 17801840112 112511801245132015401600166017201780 9 1332 G %RTlFlc- 'imosh} Lundell (SER00 OMMUNICATIONS nC'o4s4 �S.00TOBE9 OONrROL M O 0. O V N ~ COMCAST SEFNCO CONWIUNIG7TON3 �uvFRrNG nlc� SCALE: 1"=60' 4 30" 60' 5 OF 5 Z m WUl H z a_ 19 W W 2 Z c M O 0. O V N ~ COMCAST SEFNCO CONWIUNIG7TON3 �uvFRrNG nlc� SCALE: 1"=60' 4 30" 60' 5 OF 5