CONTRACT ITEM NO. PROJECT TOTALS. Plan. As Const Inlet Type C (15 Foot) 5,586 5,103 70, , ,861
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1 nlet Type C ( oot) nlet Type C (5 oot) nlet Type ( oot) (CDT Std M-6-) nlet Type 5 (5 oot) (CDT Std M-6-) nlet Type 5 ( oot) (CDT Std M-6-) ' Dia Type C Storm Manhole ( oot) (CCDPW WMD Std Dwg No. S-5) 5' Dia Type C Storm Manhole (5 oot) (CCDPW WMD Std Dwg No. S-5) Storm Connector Pipe Closure (CCDPW WMD Std Dwg No. S-5) utlet Structure orebay Bridge ail Type M uardrail Type (6- Spacing) uardral Type D nd Anchorage (Departure Terminal) uardrail Type nd Anchorage (Non-lared) uardrail Transition Type uardrail Transition Type uardrail Type Median Terminal (CDT Std M-66-, Sht of ) uardrail Transition Type 7 to Double Type Transition and Anchorage urardrail Type 7 Style CA urardrail Type 7 Style CA (Narrow Median Detail, CDT Std M-66-, of ) Curb amp Concrete Sidewalk (6 nch) Curb and utter Type Section -B (CDT Std M-69-) Curb and utter Type Section -B (CDT Std M-69-) Median Cover Material (Patterned Concrete) Delineator (Type ) Delineator (Type ) Delineator (Type ) nch lectrical Conduit (Bored) nch lectrical Conduit (Bored) nch lectrical Conduit (Plastic) nch lectrical Conduit (Plastic) Meter Pole Pull Box ("x6"x") Pull Box (6"x"x") Pull Box ("x"x") Wiring uminaire Metal alide (5 Watt) Concrete ooting (Traffic Signal Pole) Pedestrian Signal ace (6) (Countdown) Traffic Signal ace (--) Traffic Signal ace (---) Traffic Signal Controller and Cabinet Pedestrian Push Button ire Preemption nit and Timer ntersection Detection System (Camera) Traffic Signal-ight Pole Steel Traffic Signal-ight Pole Steel ( Mast Arm) Traffic Signal Mast Arm Steel Traffic Signal Pedestal Pole Aluminum Telemetry (ield) ninterrupted Power Supply Sign Panel Class Steel Sign Post (x nch Tubing) Steel Sign Post (-/ nch ound Sch 8) (Post Slipbase) Temporary Drainage (Special) Prestressed Steel Strand Prestressed Concrete irder (7) ield ffice (Class ) ield aboratory (Class ) Sanitary acility Detour Construction Surveying Mobilization poxy Pavement Marking Preformed Thermoplastic Pavement Marking Construction Traffic Control /A Minor Contract evisions /A Asphalt Cement Cost Adjustment /A rosion Control /A nvironmental ealth and Safety /A urnish and nstall lectrical Service /A Traffic Control S S S S MKT S S S A S S /A /A /A /A /A /A ,, , ,9,9 6, 8, ,9 5,5 7,86, ,7 96, PJCT TTAS ,586,7 5, 7 5,5,99 7, ,685,,86, ,57 5,7 7,6,,,79,99 7,7 5 5,6 7,65,, ,5 7 6, CCD unded mp. 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QANTTS DNV, CAD Clearing and rubbing emoval of Portions of Present Structure emoval of Tree emoval of nlet emoval of Pipe emoval of nd Section emoval of Curb utter emoval of Curb amps emoval of Concrete Pavement emoval of Asphalt Mat emoval of Asphalt Mat (ing) emoval of round Sign emoval of Sign Panel emoval of Traffic Signal quipment emoval of ence emoval of uardrail Type emoval of nd Anchorage emoval of oundation mbankment Material (Complete in Place) Potholing Structure xcavation Structure Backfill (Class ) Mechanical einforcement of Soil Shoring (Area ) Shoring (Area ) Topsoil Wetland Topsoil (Stockpile and edistribute) Sediment Trap Concrete Washout Area nlet Protection Vehicle Tracking Pad rosion Control Management Compacted arthern Berm (Temporary Berm) Temporary Diversion Sediment Basin eset Snow ence eset round Sign eset Sign Panel eset Traffic Signal ead Modify Manhole Dewatering (Special) Seeding (Native) Seeding (iparian) Mulching (Weed ree) Soil etention Blanket (Coconut) Prairie Dog Management Wildlife Biologist emoval of Nests Netting Aggregate Base Course (Class 6) Subgrade Preparation (Special) (-feet) Subgrade Preparation (Special) (-nch) Stabilized Subgrade (-inch) Stone Matrix Asphalt (P 76-8) (/ nch Mix) ot Mix Asphalt (r S) () (P 6-) ot Mix Asphalt (Patching) mulsified Asphalt (Slow Setting) Concrete Pavement 8 inch (CCD Commercial Curb Cut, Pond A access) Concrete Pavement inch (ast of Tower oad) Concrete Pavement inch (West of Tower oad) Concrete Pavement.5 inch (Tower oad) eogrid Pavement einforcement Drilling ole to acilitate Pile Driving Pile Tip Steel Piling (Px7) iprap Type V iprap Type iprap Type (Void illed) iprap Type M Soil iprap Type M Articulated Concrete Blocks Trickle Channel Concrete Slope and Ditch Paving (einforced) Temporary Shoring Supports Concrete Sealer Bridge xpansion Device (- nch) Concrete Class D (Bridge) Concrete Class S5 Prestressed Concrete Deck Panel ( nch) Prestressed Concrete Deck Panel ( nch) Structural Concrete Coating einforcing Steel einforcing Steel (poxy Coated) 8" Class P (Complete in Place) " Class P (Complete n Place) " Class P (Complete n Place) 6" Class P (Complete n Place) 8" Class P lared nd Section (CDT Std M-6-) " Class P lared nd Section (CDT Std M-6-) " Class P lared nd Section (CDT Std M-6-) NT CNTACT TM N. SB T V TM STMATD QANTTS N N CNTACT TM N. TW D AT PNA BVD STMATD QANTTS N N. NTA PAN S: /6/7 DSND : SP DAWN : SP CCKD : DK CoCC N. --PW CCDPW N. 5-PJMST SM- 5
2 TW D AT PNA BVD NA TABATN ADWAY BD TMS BD ADDNDA NMB //7 MM DNV, CAD # DSCPTN VSNS T V 6 South Syracuse Way, Suite 6 Centennial, C 8 Phone:.7. ax:.7.8 CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- TB- 6
3 TW D AT PNA BVD TYPCA SCTNS PNA BVD AMPS BD ADDNDA NMB DNV, CAD //7 MM # DSCPTN VSNS T V 6 South Syracuse Way, Suite 6 Centennial, C 8 Phone:.7. ax:.7.8 CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- TX-
4 KY MAP SCA: " = 5' TW D AT PNA BVD TW AD PAN P STA. +. T STA. 9+. DNV, CAD BD ADDNDA NMB //7 MM # DSCPTN VSNS T V 6 South Syracuse Way, Suite Centennial, C 8 Phone:.7. ax:.7.8.%.%.% -.% -.% +9.5' NC 5+5.' BS 6+5.' S ' BNC.%.%.% -.% -.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D- 7
5 KY MAP SCA: " = 5' # DSCPTN T V VSNS TW D AT PNA BVD WB PNA BVD PAN P STA T STA +. DNV, CAD 6 South Syracuse Way, Suite 6 BD ADDNDA NMB //7 MM Centennial, C 8 Phone:.7. ax: % 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% 6.% 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D-8
6 KY MAP SCA: " = 5' # DSCPTN T V VSNS TW D AT PNA BVD WB PNA BVD PAN P STA. +. T STA +. DNV, CAD 6 South Syracuse Way, Suite 6 BD ADDNDA NMB //7 MM Centennial, C 8 Phone:.7. ax: % 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% 6.% 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D-9
7 KY MAP SCA: " = 5' T V 6 South Syracuse Way, Suite 6 TW D AT PNA BVD WB PNA BVD PAN P STA. +. T STA +. DNV, CAD # DSCPTN Centennial, C 8 Phone:.7. ax:.7.8 BD ADDNDA NMB //7 MM VSNS % 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% ' S +7.9' +7.98' C +.98' ' BS 6+.' S 7+59.' 8+.' C 8+87.' BNC ' NC +5.9' C 6.% 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D-
8 KY MAP SCA: " = 5' TW D AT PNA BVD WB PNA BVD PAN P STA. +. T STA +. DNV, CAD BD ADDNDA NMB //7 MM T V # DSCPTN VSNS 6 South Syracuse Way, Suite 6 Centennial, C 8 Phone:.7. ax: % 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% +.' +7.9' BS +79.6' S +95.8' 7+.5' 7+.9' S 8+5.5' C 8+78.' 9+7.5' 9+8.9' BS S 6.% 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D- 5
9 KY MAP SCA: " = 5' TW D AT PNA BVD WB PNA BVD PAN P STA. +. T STA 9+. DNV, CAD BD ADDNDA NMB //7 MM T V # DSCPTN VSNS 6 South Syracuse Way, Suite 6 Centennial, C 8 Phone:.7. ax: % 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% ' +9.9' C +.9' BNC +87.7' NC +5.7' C 5+5.7' 6+.7' BS 7+7.9' S 6.% 5.%.%.%.%.%.% -.% -.% -.% -.% -5.% -6.% CoCC N. --PW CCDPW N. 5-PJMST-55 NTA PAN S: //7 DSND : SP CCKD : DK 6- D- 6
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