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Last Updated 04/09/2021 03:24 AM
Project Title

SR 309 Safety Improvement Project

Physical Address View project details and contacts
City, State (County) PA   (Luzerne County)
Category(s) Heavy and Highway
Sub-Category(s) Traffic Signalization
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

For the rehabilitation and improvement of a certain section of Sr 6309 In Luzurne County, Wilkes-Barre Townshp, Commonwealth of Pennsylvania, SR 6309, SECTION MTM. The purpose of the project is to improve peak hour congestion levels to an acceptable level of service and to reduce crashes. Also to accommodate future post-development traffic volumes to not adversely impact traffic in the surrounding area. The existing drives for Blackman Plaza are being reconstructed in accordance with the PennDOT requirements. Drive A, Drive-B, and Drive-C, access State Route 6309. Drive-D and Drive-E, access State Route 2016. Drive-A will be reconstructed as a signalized High-Volume Driveway. Drive-A will be relocated to the west along S.R. 6309, to align with Johnson Street which is a Wilkes-Barre Township’s road. The first 245 feet of Johnson Street will be reconstructed as well. Deceleration lanes will be constructed for both Drive-A and Johnson Street. The new intersection is being constructed to accommodate WB-67 tractor trailers. Adjacent to Drive-A. Drive-B is to be reconstructed as a Medium-Volume drive to accommodate WB-40 trucks. A deceleration lane will also be constructed along S.R. 6309 for this access drive. Drive-C along S.R. 6309 is to be permitted as a Low-Volume Drive one-way entrance drive for cars only. Drive-D is to be reconstructed as a Medium-Volume drive to accommodate WB-40 trucks. Per the approved traffic study, the left turn stacking lane along Casey Avenue needs to lengthen. The pavement width of Casey Avenue needs to be increased to accommodate the left turn staking lane. Drive-E is to be reconstructed as a Low-Volume drive to accommodate WB-67 trucks. All traffic exiting the drive will be required to turn right onto Casey Avenue. New concrete curbing will be constructed along existing parking lot that borders both S.R. 6309 and S.R. 2016. New light standards will be installed with LED fixtures. The existing pavement not being reconstructed will be seal coated and new pavement markings will be installed. The proposed re-development project for Blackman Plaza will decrease the overall impervious coverage for site by 22,705 SF. The decrease of impervious coverage factors in the proposed impervious coverage to be added within S.R. 6309, S.R. 2016, and Johnson Street Right-of-ways. A new stormwater conveyance system will be installed through lands of Delaware Land Company to reduce the amount of runoff flowing along the right-of-way of S.R. 6309. 0203-0001cubic Yard402.000 01nc Class 1 Excavation 0203-0004cubic Yard3,314.000 02nc1 Class 1b Excavation 0204-0150cubic Yard1,338.000 02nc1, h, s Class 4 Excavation 0212-0001linear Foot1,579.000 01nc3, h, m2 Geotextile, Class 1 0313-0322square Yard4,876.000 02ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0433square Yard1,889.000 02ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9 1/2" Depth 0350-0106square Yard6,830.000 02nc, e Subbase 6" Depth (No. 2a) 0413-0193square Yard4,800.000 02nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-0244square Yard1,889.000 02nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-6045square Yard1,889.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003square Yard8,578.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0501-0020square Yard69.000 01ng, g1, k Plain Cement Concrete Pavement, 4" Depth e0601-0352linear Foot606.000 02nh 15" Thermoplastic Pipe, Group Iii, 8`-2` Fill o0601-7308linear Foot606.000 Nh 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e0601-0393linear Foot62.000 01nh 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o0601-9003linear Foot62.000 Nh 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o0601-7313linear Foot62.000 Nh 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e0601-0395linear Foot608.000 02nh 24" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill o0601-9005linear Foot608.000 Nh 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o0601-7327linear Foot608.000 Nh 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill e0601-7014linear Foot153.000 01nh 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o0601-0773linear Foot153.000 Nh 18" Ductile Iron Pipe, 100 Year Design Life 0601-7308linear Foot52.000 01nh 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill 0605-2620each1.000 01nk Type d-w Endwall 0605-2711set17.000 02nk Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850each15.000 01nk Standard Inlet Box, Height < /= 10` 0605-2854each2.000 01nk Type 4 Inlet Box, Height < /= 10` 0605-3010each1.000 01nk Type 4 Manhole, Storm Water, Height < /=5` 0605-3011each2.000 01nk Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0606-0150set1.000 01nc1, k Grade Adjustment Of Existing Manholes 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 03nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 03nxstd Equipment Package 0610-7002linear Foot1,579.000 01nh2 6" Pavement Base Drain e0616-1251each1.000 01nh Thermoplastic End Section For 15" Pipe o0616-1201each1.000 Nh Concrete End Sections For 15" Pipe e0616-1254each4.000 01nh Thermoplastic End Section For 24" Pipe o0616-0011each4.000 Nh Steel End Section, Metallic Coated, 16 Gage For 24" Pipe o0616-1204each4.000 Nh Concrete End Sections For 24" Pipe 0630-0001linear Foot3,798.000 01**Nk Plain Cement Concrete Curb 0633-0200linear Foot50.000 01nk Plain Concrete Mountable Curb, Type a 0676-0001square Yard51.000 01nk Cement Concrete Sidewalk 0686-0020lump Sum1.000 01nx Construction Surveying, Type b 0688-0002lump Sum1.000 03nx Microcomputer With Battery Backup System, Type a 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation e0695-0003square Foot100.000 01nk Detectable Warning Surface, Polymer Concrete o0695-0004square Foot100.000 Nk Detectable Warning Surface, Polymer Composite 4703-0025cubic Yard1.000 01nyesc1, Hproj No. 57 Coarse Aggregate Modified 0802-0001cubic Yard530.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound111.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0806-0110square Yard941.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0130square Yard186.000 01nm2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 0849-0014each2.000 01nc1 Rock Construction Entrance 0850-0031cubic Yard1.000 01nc1 Rock, Class r-3 0851-0003square Yard50.000 01nc1 Rock Apron 0855-0003each1.000 02nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0860-0002each12.000 01nm2 Inlet Filter Bag For Type c Inlet 0860-0022each5.000 01nm2 Pipe/Gravel Inlet Protection For Type c Inlet 0867-0012linear Foot949.000 01nm2 Compost Filter Sock, 12" Diameter 0867-0018linear Foot124.000 01nm2 Compost Filter Sock, 18" Diameter 0901-0001lump Sum1.000 01nqproj Maintenance And Protection Of Traffic During Construction 0901-0231day30.000 01nq Additional Warning Lights, Type b 0901-0240square Foot200.000 01nq, r Additional Traffic Control Signs 0901-0320linear Foot4,386.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot3,882.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot20.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0460each2.000 01nq Full-Matrix Changeable Message Sign With Telecommunications 0931-0001square Foot272.000 01nr Post Mounted Signs, Type b 0935-0001square Foot8.000 01nr Post Mounted Signs, Type f 0936-0010square Foot55.000 01nr Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200square Foot53.000 01nr Structure Mounted Flat Sheet Aluminum Signs 0941-0001each1.000 01nr Reset Post Mounted Signs, Type b 0951-0130each1.000 01np Traffic Signal Support, 30` Mast Arm 0951-0135each1.000 01np Traffic Signal Support, 35` Mast Arm 0951-0140each1.000 01np Traffic Signal Support, 40` Mast Arm 0951-0145each2.000 01np Traffic Signal Support, 45` Mast Arm 0951-0150each1.000 01np Traffic Signal Support, 50` Mast Arm 0952-1030each1.000 01np Nema Ts-2; Type 1 Controller Assembly, Type 1 Mounting 0953-0401lump Sum1.000 01np Radio Communications System 0954-0012linear Foot86.000 01np8 2 Inch Conduit 0954-0013linear Foot222.000 01np8 3 Inch Conduit 0954-0154linear Foot302.000 01nc1, p8 Trench And Backfill, Type Iv 0954-0201linear Foot616.000 01np8 Signal Cable, 14 Awg, 3 Conductor 0954-0202linear Foot1,261.000 01np8 Signal Cable, 14 Awg, 5 Conductor 0954-0203linear Foot110.000 01np8 Signal Cable, 14 Awg, 7 Conductor 0954-0302each4.000 01np8 Junction Box, Jb-27 0954-0403each1.000 01np8 Electrical Service, Type c 0955-3208each7.000 01np Vehicular Signal Head, Three 12" Sections 0955-3210each1.000 01np Vehicular Signal Head, Five 12" Sections 0955-3722each6.000 01np Led Countdown Pedestrian Signal Head, Type a 0956-0500each6.000 01np Pedestrian Push Button 0956-0700each3.000 01np Video Detector 0963-0001square Foot40.000 01no2, o3 Pavement Marking Removal 0963-0004linear Foot10,438.000 01no2, o3 4" Pavement Marking Removal 0964-0001linear Foot4,550.000 01no 4" White Epoxy Pavement Markings 0964-0002linear Foot5,670.000 01no 4" Yellow Epoxy Pavement Markings 0964-0005linear Foot2,544.000 01no 6" White Epoxy Pavement Markings 0964-0021linear Foot909.000 01no 24" White Epoxy Pavement Markings 0964-0022linear Foot192.000 01no 24" Yellow Epoxy Pavement Markings 0964-0220each2.000 01no3 White Epoxy Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0964-0222each9.000 01no3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224each11.000 01no3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001each12.000 01nr Remove Post Mounted Signs, Type b 9000-0001each2.000 01npproj Timing Implementation Including Radio Communications 9000-0002square Yard168.000 01nkproj Corrugated Concrete Apron, Type 1 9000-0003square Yard397.000 01nkproj Corrugated Concrete Apron, Type 2 9000-0004each1.000 01nxstd Covid-19 Safety Plan Sign

Details

Division 34 - Transportation, Transportation Signaling and Control Equipment, Roadway Signaling and Control Equipment, Traffic Signals, Traffic Control Equipment.

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Project Documents
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