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HomeMy WebLinkAboutP_Site_Plan_20171012_v1GENERAL NOTES: 1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS. 2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 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 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 (9AM-3PM) BUSINESS 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 BE DISTURBED. 18. DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. 19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITY INSPECTOR AT THE PRE -CONSTRUCTION MEETING. 20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE CLOSURES. 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 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 BEEN FIELD LOCATED. 3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THE AS -BUILT PHASE. CHANNELIZATION LEGEND: RIGHT-OF-WAY -"-" �xXx)olRecTioNa�oRi�� - - PROPOSED DIRECTIONAL DRILL TRAFFIC LANE - - - - - xxx') - - - - - - - PROPOSED BORE (BORE CENTERLINE - - - - - - - - - - - - EXISTING PULL THRU (xxx') EXISTING PULL THRU FENCE (xxx') OPEN TRENCH PROPOSED OPEN TRENCH GAURD RAIL AERIAL STRAND EXISTING POLE W/ NEW RISER S, ; D MANHOLE LANDSCAPING/TREE SEWER TRAFFIC FLOW �V PROPOSED VAULT POTHOLE LOCATION FDBUILDING OUTLINE 5+39 STATIONING FIBER PLACEMENT NOTES: - 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. 1 Know what's below. Call before you dig. D PROPOSED BORE PIT moo- STREET/SIGNAL/TRAFFIC LIGHT © CONSTRUCTION NOTE W FIRE HYDRANT ?1 0 CB CATCH BASIN CHANNELIZATION LEGEND: RIGHT-OF-WAY -"-" �xXx)olRecTioNa�oRi�� - - PROPOSED DIRECTIONAL DRILL TRAFFIC LANE - - - - - xxx') - - - - - - - PROPOSED BORE (BORE CENTERLINE - - - - - - - - - - - - EXISTING PULL THRU (xxx') EXISTING PULL THRU FENCE (xxx') OPEN TRENCH PROPOSED OPEN TRENCH GAURD RAIL AERIAL STRAND EXISTING POLE W/ NEW RISER S, ; D MANHOLE LANDSCAPING/TREE SEWER TRAFFIC FLOW �V PROPOSED VAULT POTHOLE LOCATION FDBUILDING OUTLINE 5+39 STATIONING FIBER PLACEMENT NOTES: - 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. 1 Know what's below. Call before you dig. D m 3 W Z ca 0 Z Z � W � W Z o a 0 0 1� COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NOTES & LEGEND 2 OF 5 J a 13" 18" 1/4"6 HOLE PLATE COVERING 17" 14'I 91,22" DETAIL 1/4"x20" NO 12" J11 VAULT T BAR ANCHOR TYPICAL VAULT DETAIL BULK324TO72 HDPE STRUCTURAL FOAM / CHANNELL SHIELD COVER/ COMP051TE RING Channell's BULK Assembly FEATURES: •17 X 30 X 24 inches (open floor) •HDPE Body–SHIELD Cover- Load Rated Tier 22 (AN51/SCTE 77 2010) •1 Channell Polymer cover with load rating ofSCTE 77 Tier 22 with Slip Resistant Tread •1 Polymer Composite Ring •Cover locking bolts, 9/16 stainless steel hex head bolts 318.16 UNC x 3 Y:" thread bolts with washers •2 Box self centering stainless steel corrosion resistant nuts •2 Temporary drop or ground wire doors: 1 each side •4 Reinforced polymer cable rack supports, 2 each side , rack hardware bolts are also to be stainless steel •1 Lifting slot in cover equipped with stainless steel pins Sslots are approximately II/V x 4") WEIGHT & SKIPPING: -CoverWeight: 26lbs -Box Weight: 341bs -Assembly Weight: 60 lbs -Loaded Pallet Weight: 320 lbs •Per Paiiet #: 4 •Pallet Dimensions: 34'L x 49"W x 31%' H LOAD RATINGS: •ANSI/SCTE TIER 22 "01111 C"ANNE LL. 17X30 VAULT WELDED WIRE FRAME SOLID CONCRETE EXTENSION HDPE TYPICAL DETAILS 36 MIN. (TYP.) FOR OPEN CUT TRENCHING UNLESS OTHERWISE APPROVED BY THE CITY (n 48 MIN. RR) FOR HORIZONTAL DIRECTIONAL DRILLING \71 EXIST. GROUND Ln II CONDUIT(S) EXIST. UTILITY�� Ln 1 ry 1 EXIST. UTILITY 12" MIN. CLEAR (TYP.) FOR OPEN CUT TRENCHING 60" MIN. CLEAR (TYP.) FOR HORIZONTAL DIRECTIONAL DRILLING CROSSING IINDER CROSSING OVER J Logo Location TYPICAL UTILITY CROSSING DETAIL Inside Dimensions Length Width Depth 29.5" 16.5" 26.5" ifar e Cover tack ch side) (1) 10' NOT CHEDSTEEL CONDUIT SECTION — 15" HDG POLE BRACKET W1 PIPE CLAk' P ',B2D- 7 BYKNVER-STRUT OR. E'YLI,L} V MIN. OFFSET FROM POLE TWE C STEEL -TO -ST EEL ADAPTER.. CAP (1) 4" DIA AT 10'. (1) 10' NOT CJ QCs. (1)10' STEEL C DNC-UIT SECTIONS SR. so- STEEL a MAGNETIC LOCATOR w TAPE (ENTIRE TRENCH Cement (1.25 Sacks) 0.60 AC (4" MIN) WITH .5" MAX w Flyash 0.64 AGGREGATE PER CITY STD SURFACE RESTORATION a BACKFILL COMPACTED Sand 9.35 TO 90% OF MAXIMUM 27.00 RELATIVE DENSITY OR N STONEWAY MIX 1004. 1f12" TYP. LUt'�tf rw x , CONDUIT OR FIBER CABLE NNERDUCT SEALING BUSHING INSTALL SEAUNO BUSHING DUCT WITH CABLE NO SCALE SECURELY TIE PULL ROPE TO EYE OF EXISTING SEALING BUSHING N AERIPL POWER ONERDIUCOTR PULL ROPE SEALING BUSHING IUSHING ~ SEALING BUSHING INSEACH SPALREGINNERDUCT SPARE DUCTS OR CONDUIT NO SCALE ELEVATION IST ING �" '--EXLSTINGUTILITYPOLE C STEEL-T0.ST EEL AC -AFT ER. TYPICAL POLE RISERS () 4" POLE RISER CONTROLLED DENSITY FILL MAGNETIC LOCATOR Material Abs Vol. TAPE (ENTIRE TRENCH Cement (1.25 Sacks) 0.60 AC (4" MIN) WITH .5" MAX EXISTING SURFACE LENGTH) Flyash 0.64 AGGREGATE PER CITY STD SURFACE RESTORATION Water 6.41 BACKFILL COMPACTED Sand 9.35 TO 90% OF MAXIMUM 27.00 RELATIVE DENSITY OR N STONEWAY MIX 1004. 1f12" TYP. o ' COMPACT TO 95 12" MIN o UNDER ROADWAYS OR ;y TYP. STON EWAY MIX 351 12" DIA OR 1121. PLAN VIEW POTHOLE o + 2 DETAIL UPROPOSED CONDUIT LU CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. TYPICAL TRENCH DETAIL CONDUIT OR FIBER CABLE NNERDUCT SEALING BUSHING INSTALL SEAUNO BUSHING DUCT WITH CABLE NO SCALE SECURELY TIE PULL ROPE TO EYE OF EXISTING SEALING BUSHING N AERIPL POWER ONERDIUCOTR PULL ROPE SEALING BUSHING IUSHING ~ SEALING BUSHING INSEACH SPALREGINNERDUCT SPARE DUCTS OR CONDUIT NO SCALE ELEVATION IST ING �" '--EXLSTINGUTILITYPOLE C STEEL-T0.ST EEL AC -AFT ER. TYPICAL POLE RISERS () 4" POLE RISER CONTROLLED DENSITY FILL Material Abs Vol. Cement (1.25 Sacks) 0.60 AC (4" MIN) WITH .5" MAX SAW CUT Flyash 0.64 AGGREGATE PER CITY STD z Water 6.41 EXIST. AC AND B Sand 9.35 27.00 z N W 1f12" TYP. � 12" MIN CDF PER ;y TYP. CITY STD 12" DIA SELECT BACKFILL MATERIAL PLAN VIEW POTHOLE PER CITY STANDARD TYPICAL POT HOLE REPAIR DETAIL POT HOLE REPAIR D m 3 LU z 0 z � z N W � W Z i7 a Y 0 0 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" NO SCALE 3 OF 5 All U 4 r ¢ O F s D N 1 COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=30' 0 15 30' 4 OF 5 SITE SPECIFIC TRAFFIC CONTROL PLAN 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 [PROPOSED UNDERGROUND BORE] CONTROL TYPE: NO LANE CLOSURE 5 -LANE RD THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION DRIVE THE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF AND WAY ANY SPECIAL CONDITIONS EXIST _ Eo ------------------------- DRIVE WAY SIDEWALK TO REMAIN OPEN, / WORK BEHIND WALK RIGHT OF ENTRY GRANTED AT THE CLIENTS PROPERTY, THEREFORE NE SUNSET BLVD LANE CLOSURE IS NOT REQUIRED FOR THE SITE WORK. NOTED DEPICTS THE APPROX. LOCATION OF THE WORK TRUCK FOR THE DURATION OF THE CONSTRUCTION PLANED SIGN SPACING - X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR ASPER MUTCO) RURAL HIGHWAYS 60/65 MPH 800'+/ - RURAL ROADS 45/55 MPH 500'+/ - RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'+/ - RURAL ROADS & URBAN ARTERIALS 25/30 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. TRANSIT STOP SPEED R2-1 LIMIT 35 __-------SET B� CD _ _ _ _ _ - - - - - SIDEWALK TO REMAIN OPEN, ------ WORK BEHIND WALK DRIV ■- WORK AREA 2 0 MINIMUM TAPER LENGTH IN FEET - L LANE POSTED SPEED LIMIT (MPH) WIDTH 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 - - 12 125 180 245 320 540 600 660 720 780 840 $'± 26'± 4201 NE SUNSET BLVD DRIVE WAY WORK AREA 1 LONGITUDINAL BUFFER SPACE - B SPEED 25 30 35 40 45 50 55 60 65 70 LENGTH 155 200 250 305 360 425 495 570 780 840 c: � �a Y� 0 a� 1 I COMCAST SEFNCO COMMUNICATIONS "DELIVERING EXCELLENCE" SCALE: 1 "=40' 0 20 40' 5 OF 5