23Nw Percussion Lane Road Project

2026-11-03

The Pennsylvania Game Commission ( PGC ) is soliciting electronic Bids to provide access road maintenance on State Game Lands ( SGL ) 024 in Farmington Township , Clarion County . The scope of the project generally includes construction , and related work on approximately 2 , 702 linear feet of new access road across 2 segments , resurfacing and related work on approximately 5 , 670 linear feet of existing roadway across 3 segments . SCOPE OF WORK – SEQUENCE OF CONSTRUCTION Refer to the Technical Specifications for material requirements and construction / installation procedures for the different items of work . A . Section A of Project ( 2 , 638 feet ) A . 1 Provide Soil Erosion and Sedimentation Control BMPs as required and specified and as directed by PGC staff . Implement , maintain , modify , and add controls as required during construction to address and prevent erosion issues . Maintain an updated and current copy of the plan on - site at all times . A . 2 . Grade and shape roads to a minimum 16 - feet wide ditch line to ditch line with a 12 - foot cartway width . Establish centerline crown shape with 6 % cross slopes as specified and as shown on the drawings / details . A . 2 . 1 Clean out and grade ditch lines that direct surface water runoff flow to turnouts or culverts . Reestablish and extend turnouts and culvert tail ditches to direct runoff away from the road and to allow free gravity flow to eliminate ponding . A . 2 . 2 Provide new turnouts and broad - based dips as required and as directed by PGC staff to provide positive drainage and to control and direct stormwater runoff away from roadway . A . 2 . 3 Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . A . 2 . 4 Top Roadway with 4 inches of Limestone as directed , Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . B . Section B of Project ( 1 , 212 feet ) B . 1 Provide Soil Erosion and Sedimentation Control BMPs as required and specified and as directed by PGC staff . Implement , maintain , modify , and add controls as required during construction to address and prevent erosion issues . Maintain an updated and current copy of the plan on - site at all times . B . 2 . Grade and shape roads to a minimum 16 - feet wide ditch line to ditch line with a 12 - foot cartway width . Establish centerline crown shape with 6 % cross slopes as specified and as shown on the drawings / details . B . 2 . 1 Clean out and grade ditch lines that direct surface water runoff flow to turnouts or culverts . Reestablish and extend turnouts and culvert tail ditches to direct runoff away from the road and to allow free gravity flow to eliminate ponding . B . 2 . 3 Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . B . 3 Top Roadway with 4 inches of Limestone as directed , Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . C . Section C of Project ( 923 feet ) C . 1 Provide Soil Erosion and Sedimentation Control BMPs as required and specified and as directed by PGC staff . Implement , maintain , modify , and add controls as required during construction to address and prevent erosion issues . Maintain an updated and current copy of the plan on - site at all times . C . 2 . Grade and shape roads to a minimum 16 - feet wide ditch line to ditch line with a 12 - foot cartway width . Establish centerline crown shape with 6 % cross slopes as specified an as shown on the drawings / details . C . 3 . Apply Geotech fabric to roadway . C . 4 . 1 . Use Borrow pit stone to build up 923 LF of road surface 12 - feet wide x 12 inches compacted depth minimum . Maintain centerline crown shape with 6 % cross slopes . Compact with a 10 - Ton ( minimum ) single smooth drum vibratory roller . C . 5 Top Roadway with 4 inches of Limestone as directed , Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . C . 5 . 1 Clean out and grade ditch lines that direct surface water runoff flow to turnouts or culverts . Reestablish and extend turnouts and culvert tail ditches to direct runoff away from the road and to allow free gravity flow to eliminate ponding . C . 5 . 2 Provide new turnouts and broad - based dips as required and as directed by PGC staff to provide positive drainage and to control and direct stormwater runoff away from roadway . C . 5 . 3 Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . C . 5 . 4 Top Roadway with 4 inches of Limestone as directed , Compact graded and shaped roadway with a 10 - Ton ( minimum ) single smooth drum vibratory roller . D . Section D of Project ( 1 , 779 feet ) D . 1 Provide Soil Erosion and Sedimentation Control BMPs as required and specified and as directed by PGC staff . Implement , maintain , modify , and add controls as required during construction to address and prevent erosion issues . Maintain an updated and current copy of the plan on - site at all times . D . 2 . Grade and shape roads to a minimum 16 - feet wide ditch line to ditch line with a 12 - foot cartway width . Establish centerline crown shape with 6 % cross slopes as specified and as shown on the drawings / details . D . 3 . 1 . Use Borrow pit stone to build up 1779 LF of road surface 12 - feet wide x 12 inches compacted depth minimum . Maintain centerline crown shape with 6 % cross slopes . Compact with a 10 - Ton ( minimum ) single smooth drum vibratory roller .

Pennsylvania

2026-05-09