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HomeMy WebLinkAboutP_Site_Design_20170425_v1li COMCAST URBAN STORAGE - NATIONAL CONTACTS: SEFNCO NYJAUNE LAWLER NLAWLER@SEFNCO.COM SCOPE OF WORK: — TIE INTO EXISTING COMCAST VAULT DIRECTIONAL DRILL AND PLACE (2) 2" CONDUIT, PULL (1) COMMUNICATIONS CABLE — INSTALL NEW VAULT/PEDESTAL DIRECTIONAL DRILL AND PLACE (1) 2" CONDUIT, PULL (1) COMMUNICATIONS CABLE ON PRIVATE BILL OF MATERIALS*: 225 FT + 20% STORAGE - COMM. CABLE PROJECT DESCRIPTION* NEW AERIAL = 0 FT. OVERLASH = 0 FT. NEW UNDERGROUND = 225 FT. EXISTING UNDERGROUND = 0 FT. RISER (1) = 0 FT. I TOTAL FOOTAGE = 225 FT. *ALL FOOTAGES AND MATERIALS ARE ESTIMATED SHEET INDEX: 1 - COVER SHEET 2-3 - NOTES, LEGEND, & DETAILS SHEET 4 - PROPOSED CONSTRUCTION 5 - TRAFFIC CONTROL PLANS 1105 SUNSET BLVD. NE RENTON, WA a a V W n O a m m NE 12th St NEI zil St Q 3 2 rn NE Park Dr NE 12th St rid a � NE 9th Ct sees NE 1 2th St NE 12th St © n � m �J m < ro m CL r m o NE j 71h C. v_ 4 _ NE Pari r rr, l lits 5unseY ®ouleward Northeast Sar a Fe Mexican Grill 0Sunsat Helghls t Punto$ PC Apartments Tnueria Sane hexl� NE 1Gih $t Cal NE 1C�rh PI 1tip 1 NE 101h St NE :. 11 THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS J ■ a W Z z 1 , d W J C� m o W Coll I z U) D z C4 a o Co r Tee 0 H ONO 19 14 W r d ID a am F 0 a o o� a �1 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. 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 EOP ® 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 (xxx') DIRECTIONAL DRILL _.._.._.._.._.._.._.._.._.._.._.._ PROPOSED BORE (xxx') BORE - - - - - - - T-_ EXISTING PULL THRU (xxx') EXISTING- - PULL T'7 - (xxx') OPENi TRENCH PROPOSED OPEN TRENCH AERIAL STRAND NEW STRAND AND FIBER EXISTING POLE W/ NEW RISER PED O PEDISTAL NEW ANCHOR O 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 �V EXISTING VAULT BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN Z i POTHOLE LOCATION ® BUILDING OUTLINE BEEN FIELD LOCATED. EXISTING ANCHOR NEW ANCHOR O 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 W BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN Z 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. W 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 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 5 J W Z Q Z 1 W J LU O c* Z v/ Z Q Ln m O a am F 0 a o 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 T 1 EQUAL) 4" MIN. OFFSET V) FROM POLE C� 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. T 1 /? O 444 -LA 2,280 LBS. C� 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: aC 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) Z z SURFACE RESTORATION T 1 BACKFILL COMPACTED i .. .. TO 90% OF MAXIMUM C� RELATIVE DENSITY OR U STONEWAY MIX 1004. Z COMPACT TO 95% UNDER ROADWAYS OR • STONEWAY MIX 351 WOR 1121. m n � cn Lf) aC ca 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 J ■ a W Z z 1 , p W J C� m O Lu _/ z cn Lf) aC ca T- a a z O ry o � a COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 5 CONSTRUCTION NOTE: OTIE IN POINT ODIRECTIONAL DRILL AND PLACE (2) 2" CONDUIT, PULL COMMUNICATIONS CABLE OINSTALL NEW VAULT/PEDESTAL ODIRECTIONAL DRILL AND PLACE (1) 2" CONDUIT, PULL COMMUNICATIONS CABLE ON PRIVATE (5)END OF RIGHT OF WAY DESIGN, SEE SITE DESIGN Fri / i F / / / / / / / NE PARK DR. / / / EOe / i -rgv°NE s�NsE i J aW Z z 1 ■ Q W J m Lu OvI z U Z � 0 > 3 m r 0 r n � o O 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=60' 0 30' 60' 4 OF 5 9 RWSTEIIPIC TI A I'dWOL PLA [AERIAL WORK] CONTROL TYPE: SINGLE LANE CLOSURE -4 -LANE ROAD j 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 SEPCIALITED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND sW cocrern►imm�uc w�r THE IDESIGNED TRAFFIC COKTROLS CONTAINED W THIF,E — — s `` /� • // l THIS TCP WILL NOT BE IAIPLEMENTE� UNTIL APPROVED BY THE PUDLIC AUTHOR" HAVING JURIEDIETIQM +n++ ws. I1nm _ BE I ^ — PREPARED0 STOP l J aW z z 1 ■ Q W J m o W cc I z U) 0 z U) Q o m � AM COMCAST SEFNCO COMMUNIGTION5 �euvr:RrsrNq E3fCELiENCE' SCA—E: D 45' 9&' 5 OF 5