NEWEST_Plans_FR_72_Long_Run_and_FR_85-2_Hall_Springs_ERFO_Repairs.pdf

TITLE SHEET

GENERAL NOTES AND VICINITY MAP

SCHEDULE OF ITEMS

DISTRICT RANGER DATE

ENGINEERING STAFF OFFICER DATE

FOREST SUPERVISOR DATE

DESCRIPTIONSHEET

S H E E T I N D E X

SUBMITTED:

APPROVED:

REVIEWED:

CIVIL ENGINEER DATE

DESIGNED:

NORTH RIVER RANGER DISTRICT

R E G I O N 8

FR 72 LONG RUN AND FR 85-2 HALL SPRINGS

ERFO REPAIRS

SOUTHERN REGION

Caring for the land and serving people

DESCRIPTION OF WORK, SEED MIX,

DATE

NEPA DOCUMENTATION:

TYPICALS5-6

FR 72 LONG RUN

FR 85-2

HALL SPRINGS

AGGREGATE SUMMARY

Contractor shall provide all materials, supplies, labor and equipment to perform work as described in the description of work.Contractor shall provide equipment that is reasonably clean, free of weed seeds and other debris. Contractor shall provide a time and location off site for COR to inspect equipment prior to its arrival on Forest Service lands.

Governing Specifications for this project shall be the “Standard Specifications For Construction Of Roads and Bridges On Federal Highway Projects, FP-03” along with the "Forest Service Supplemental Specifications, FSS (Attached in contract package)". No changes of plans or specifications will be permitted without prior approval from COR.

Contractor shall contact Miss Utility prior to beginning work to have existing utility locations identified.Contractor shall provide COR with documentation of ticket generated.

Pay Item 301.01A consists of the placement of VDOT - 25 aggregate at various locations along the project site, locations shall be determined and marked as per COR. Aggregate shall be roller compacted. Copies of all aggregate tickets shall be submitted to the COR. Item 301.01A shall only be completed as needed during construction, the majority of this item should be placed after the completion of Pay Item 303.22 and Pay Item 303.26 to prevent damage. Contractor shall provide a smooth transition at the beginning and ending of any sections that item 301.01 is placed.

Pay Item 301.01B consists of the placement of VDOT - #3 clean aggregate at various locations along the FR 72 Long Run as well as FR 85-2 Hall

Springs. Aggregate placement will be directed as per COR. Aggregate shall be roller compacted. Copies of all aggregate tickets shall be submitted to the COR.

Pay Item 303.22 Roadbed Reconditioning, Compaction Method E, includes cleaning/reshaping ditches and reshaping existing roadbed to achieve positive drainage and restore the traveled way. This work shall also include the removal of roadside berms preventing positive drainage. The contractor shall attempt to reclaim any suitable material back into the traveled way where it is needed, Compaction method E is applicable to this item, full width of the traveled way is expected (see supplemental specifications). Existing drainage culverts are to be cleaned, this includes outlet ditches and lead off ditches. Culverts that are beyond cleaning and repair shall be noted by the contractor for the COR. All materials, equipment and labor for these activities shall be considered incidental and no other pay item is applicable. Contractor shall take special considerations from MP 8.75

- MP 12.8 to not get outside the existing road prism unless noted by COR, this section of roadway is through a private landowner.

Pay Item 303.26 Road Reconditioning (Surface Blading, Ditch Cleaning and Culvert Cleaning) includes surface blading, ditch cleaning, outlet ditch cleaning, lead-off ditch cleaning and culvert cleaning. This work shall also include the removal of roadside berms (to the greatest extent possible) that have resulted from past grading operations. The contractor shall attempt to reclaim any suitable material back into the traveled way where it is needed.

Pay Item 625.01 consists of the furnishing of seed, mulch, fertilizer and lime according the the seed mixture provided in the plans and apply this to any disturbed areas under this contract. Contractor shall provide the COR with documentation of the seed certification, or provide documentation regarding the purchase from a reputable dealer. Contractor will not be responsible for seeding ditch lines in areas outside of other construction. All disturbed areas shall be seeded and mulched within 2 working days of completion of work on that area.

Pay Item 635.01 includes temporary traffic control as described in the specifications. Contractor shall submit a traffic control plan to the COR at the pre-construction meeting. This plan shall abide by local, state, and federal regulations. Temporary Gates shall be permissible under the terms of this contract, all gates shall be properly marked as Type 3 barricades, installation materials and costs shall be considered incidental to said item. Gates shall be removed by the contractor after all work is completed.

Contractor shall maintain FR 72 Long Run, FR 85-2 Hall Springs, and FR 87 Fort Seybert during hauling operations, this will include surface blading as needed and or drainage maintenance if hauling operations have caused minor damages to the road or drainage features. Prior to acceptance of work described contractor shall ensure that the major haul routes are in reasonable condition.

GENERAL NOTES VICINITY MAP

FR 72 MP 16.0

FR 85-2 MP 0.4

FR 72 MP 6.0

FR 85-2 MP 0.0

SCHEDULE OF ITEMS

FR 72 LONG RUN AND FR 85-2 HALL SPRINGS - ERFO REPAIRS

PAY ITEM DESCRIPTION

METHOD OF

MEASUREMENT

QUANTITY

151.01 Mobilization LS/LSQ 1.00

301.01A

Aggregate base, grading C, compaction method C (VDOT - 25)

TON/AQ 400.00

301.01B

Aggregate base, grading A, compaction method C (AASHTO #3)

TON/AQ 1826.00

303.22

Road reconditioning, compaction method E

MI/CQ 10.31

303.26

Road Reconditioning (Surface Blading, Ditch Cleaning and Culvert

Cleaning)

MI/CQ 6.10

625.01

Seeding, Hydraulic Method (w/Mulch)

AC/AQ 7.50

635.01

Temporary Traffic Control

LS/LSQ 1.00

FOREST

ROAD

MILE POST

ITEM

NUMBER

DESCRIPTION OF WORK

L

O N

G

R

U N

0.000 303.26

Begin - Surface Blading, Ditch Cleaning and Culvert Cleaning on FR 72 Long Run Road, near the Gospel Hill Church. Some aggregate is available to place on the first 6 miles of FR 72 to accommodate Construction Traffic.

6.000 303.26

End Surface Blading, Ditch Cleaning and Culvert Cleaning on FR 72 Long Run Road, near the Gospel Hill Church.

6.000 303.22

Begin - Road reconditioning, compaction method E. Utilize materials found on site to re-establish drainage and build the traveled way back up. This work item begins at MP 6.000 and continues to MP 16.000. There is 1000 tons of Aggregate base, grading A, compaction method C (AASHTO #3) to be placed to address soft areas and base failures as marked by COR. Existing Lead off Ditches, Dips, and

Drainage Ditches shall be kept in the existing locations to the extent possible. Berms preventing positive drainage shall be eliminated to the extent possible. Woody debris may be placed at a few key locations to prevent further "Off-Roading Damage". All locations shall be marked by the COR at the time of construction. Deletrious material shall not be used in the reconditioning of roadway material (including dip reconditioning).

8.750 N/A

Feedstone Property Boundary, must stay within the existing prism unless otherwise noted by COR. Existing Lead off ditches are the only exception to this note.

9.600 N/A

Feedstone Spring Box location on the right, take precautions not to disturb any more than needed to accomplish the work. Do not disturb Berm on left that diverts water to existing culvert.

12.800 N/A

Feedstone Property Boundary

16.000 303.22

End - Road reconditioning, compaction method C.

H

A L

L

S P

R I N

G S

0.000 303.22

Begin - Road reconditioning, compaction method E. Utilize materials found on site to re-establish drainage and build the traveled way back up. This work item begins at MP 0.000 and continues to MP 0.410. There are 281 tons of Aggregate base, grading A, compaction method C (AASHTO #3) to be placed to address soft areas and base failures as marked by COR. Existing Lead off Ditches, Dips, and

Drainage Ditches shall be kept in the existing locations to the extent possible. Berms preventing positive drainage shall be eliminated to the extent possible. All locations shall be marked by the COR at the time of construction. Deletrious material shall not be used in the reconditioning of roadway material (including dips).

0.410 303.22

End - Road reconditioning, compaction method E.

SUMMARY FOR CRUSHED AGGREGATE BASE, ITEM 301

FOREST

ROAD

FROM MP TO MP

COMPACTED DEPTH

(INCHES)

GRADING

QUANTITY

(TON)

72 Long

Run

0 6 Varies

Grading C, (VDOT #25)

0 6 Varies

Grading A, (VDOT #3)

6 16 Varies

Grading C, (VDOT #25)

6 16 Varies

Grading A, (VDOT #3)

85-2 Hall

Springs

0 0.4 Varies

Grading C, (VDOT #25)

0 0.4 Varies

Grading A, (VDOT #3)

Table 625-1

EROSION CONTROL SEED MIX

Item

Type

Lb/Acre

Seed

Hard Fescue 45

Redtop (Grass)

White Dutch Clover (Inoculated with Bacteria)

Annual Ryegrass

Fertilizer

10-10-10 (or equivalent nutrients)

Lime

Agricultural Limestone 1,200

Mulch

Wood or Cellulose Fiber, or Recycled Paper 2,000

Straw 4,000