Attachment_3_Specifications.pdf

AutoCAD SHX Text GENERAL NOTES: 1. FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY FOR THIS PROJECT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS AND SPECIAL PROJECT SPECIFICATIONS WILL BE USED, HEREINAFTER REFERRED TO AS FP-14. 2. STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE PURCHASER'S RISK AND AT A LOCATION STORAGE OF ALL EQUIPMENT ON SITE WILL BE AT THE PURCHASER'S RISK AND AT A LOCATION APPROVED BY THE COR. 3. CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE COR. CONSTRUCTION EQUIPMENT SHALL BE CONFINED TO THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE COR. 4. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED REGARDLESS OF MATERIAL TYPE ENCOUNTERED. ALL EXCAVATION IS CONSIDERED TO BE UNCLASSIFIED REGARDLESS OF MATERIAL TYPE ENCOUNTERED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND EXCESSIVE WEAR OF NATIONAL FOREST ROADS DUE TO CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE AND EXCESSIVE WEAR OF NATIONAL FOREST ROADS DUE TO TRANSPORTATION OF CONTRACT EQUIPMENT AND OR MATERIALS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIVERSION OF WATER DURING ALL CULVERT INSTALLATIONS WHERE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIVERSION OF WATER DURING ALL CULVERT INSTALLATIONS WHERE WATER IS PRESENT. 7. EACH CULVERT'S LOCATION AND LENGTH SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE COR EACH CULVERT'S LOCATION AND LENGTH SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE COR PRIOR TO ORDERING. 8. WOODY MATERIAL CUT DURING CULVERT INSTALLATION SHALL BE WINDROWED ALONG FILL SLOPE EXCEPT IN SPECIFIED WOODY MATERIAL CUT DURING CULVERT INSTALLATION SHALL BE WINDROWED ALONG FILL SLOPE EXCEPT IN SPECIFIED AREAS. 9. EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL EXISTING CULVERTS TO BE REMOVED ARE THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LANDS AND DISPOSED OF PROPERLY. 10. FILL SLOPE= 1V:1H, CUT SLOPE=1.3V:1H, OR AS STAKED BY THE COR. FILL SLOPE= 1V:1H, CUT SLOPE=1.3V:1H, OR AS STAKED BY THE COR. 11. WOODY MATERIAL GREATER THAN 2" IN DIAMETER OR LONGER THAN 3' SHALL NOT BE INCORPORATED INTO CONSTRUCTED WOODY MATERIAL GREATER THAN 2" IN DIAMETER OR LONGER THAN 3' SHALL NOT BE INCORPORATED INTO CONSTRUCTED FILLS. 12. DEPTHS OF MATERIALS TO BE COMPACTED ARE GIVEN AS FINAL COMPACTED DEPTHS. DEPTHS OF MATERIALS TO BE COMPACTED ARE GIVEN AS FINAL COMPACTED DEPTHS. 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING TEMPORARY SIGNING AND PROTECTION OF THE THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL INCLUDING TEMPORARY SIGNING AND PROTECTION OF THE PUBLIC. SIGNAGE BEYOND THOSE SHOWN ON THE DRAWINGS MAY BE REQUIRED. 14. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS. 15. ALL DRAINAGE FEATURES ON PORTIONS OF ROADWAY TO RECEIVE WORK SHALL DRAIN. ALL DRAINAGE FEATURES ON PORTIONS OF ROADWAY TO RECEIVE WORK SHALL DRAIN. 16. ALL RIPRAP SHALL BE MACHINE PLACED, NOT SIDECAST OR END DUMPED.

AutoCAD SHX Text GENERAL NOTES: PAY ITEMS 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND SAMPLING AND TESTING. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY STAKES AND MONUMENTS, QUALITY CONTROL, AND SAMPLING AND TESTING. NO SEPARATE PAYMENT WILL BE MADE. 2. CLEARING REQUIRED FOR CONSTRUCTION, RECONSTRUCTION, MAINTENANCE, INSTALLATION OF OUTLET DITCHES, CULVERT INSTALLATIONS, RIPRAP CLEARING REQUIRED FOR CONSTRUCTION, RECONSTRUCTION, MAINTENANCE, INSTALLATION OF OUTLET DITCHES, CULVERT INSTALLATIONS, RIPRAP PLACEMENT, IS INCIDENTAL TO THAT WORK REQUIREMENT AND NO SEPARATE PAYMENT WILL BE MADE. 20101 WASTE MATERIAL FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY WINDROWING ALONG FILL SLOPE WHERE POSSIBLE. WASTE MATERIAL FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY WINDROWING ALONG FILL SLOPE WHERE POSSIBLE. CLEARED MATERIAL SHALL BE SCATTERED WHERE WINDROWING NOT POSSIBLE. 20401 ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE WASTED IN AN AREA APPROVED BY THE COR. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE WASTED IN AN AREA APPROVED BY THE COR. 20419 DITCH CONSTRUCTION INCLUDES ROADSIDE AND LEADOFF DITCH CONSTRUCTION. TYPE OF DITCH TO BE CONSTRUCTED IS SPECIFIED IN DITCH CONSTRUCTION INCLUDES ROADSIDE AND LEADOFF DITCH CONSTRUCTION. TYPE OF DITCH TO BE CONSTRUCTED IS SPECIFIED IN THE DESCRIPTIONS OF WORK. 30307 IN ADDITION TO THE WORK DESCRIBED IN THE SPECIFICATION, THIS ITEM ALSO INCLUDES CLEANING ALL DITCHES, RECONDITIONING CATCH IN ADDITION TO THE WORK DESCRIBED IN THE SPECIFICATION, THIS ITEM ALSO INCLUDES CLEANING ALL DITCHES, RECONDITIONING CATCH BASINS, OUTLET DITCHES, LEADOFF DITCHES, AND CULVERT INLETS. ALL WORK SHALL BE IN ACCORDANCE WITH THE TYPICAL SECTIONS AND DRAWINGS. RECONDITIONING OF ROAD OR DITCH LINES SHALL NOT UNDERCUT BACKSLOPE. WHERE UNDERCUT CUT SLOPES ARE PRESENT, THE BACKSLOPE (CUT-SLOPE) SHALL BE RESHAPED AND SEEDED. 60201 CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO CULVERT INSTALLATION. CONSTRUCTION OF CLEARING AND SLOPE ROUNDING REQUIRED FOR CULVERT INSTALLATION IS INCIDENTAL TO CULVERT INSTALLATION. CONSTRUCTION OF OUTLET DITCHES ARE INCIDENTAL TO CULVERT INSTALLATION AND NO SEPARATE PAYMENT WILL BE MADE. IN SIDEHILL SECTIONS, THE CONTRACTOR SHALL CONSTRUCT THE CULVERT CATCH BASIN AS SHOWN IN THE CATCH BASIN DETAILS ON IN SIDEHILL SECTIONS, THE CONTRACTOR SHALL CONSTRUCT THE CULVERT CATCH BASIN AS SHOWN IN THE CATCH BASIN DETAILS ON SHEET 26 AND RECONDITION 50' OF EXISTING DITCH LINE ON BOTH SIDES OF THE INSTALLATION. THIS WORK WILL BE INCIDENTAL TO THIS ITEM.

AutoCAD SHX Text SEEDING NOTES: 1. SEED ALL DISTURBED AREAS, INCLUDING THE ROAD. NO DISTURBED AREAS WILL BE LEFT WITHOUT SEED ALL DISTURBED AREAS, INCLUDING THE ROAD. NO DISTURBED AREAS WILL BE LEFT WITHOUT SEEDING FOR MORE THAN 15 DAYS AND IN NO CASE MORE THAN 14 DAYS AFTER WORK HAS CEASED. 2. SEEDING MIXTURES SHALL BE AS FOLLOWS: SEEDING MIXTURES SHALL BE AS FOLLOWS: APRIL 1 - SEPTEMBER 30 CREEPING RED FESCUE 30 LBS PER ACRE 30 LBS PER ACRE MILLET 30 LBS PER ACRE 30 LBS PER ACRE RYE 30 LBS PER ACRE 30 LBS PER ACRE 3. FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE FERTILIZER SHALL BE 17-17-17 APPLIED AT 500 LBS. PER ACRE 4. AGRICULTURAL LIME SHALL BE APPLIED AT 2,000 LBS. PER ACRE AGRICULTURAL LIME SHALL BE APPLIED AT 2,000 LBS. PER ACRE 5. MULCH SHALL BE APPLIED AT 2,000 LBS. PER ACRE MULCH SHALL BE APPLIED AT 2,000 LBS. PER ACRE 6. DISTURBED OR NEWLY CONSTUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE DISTURBED OR NEWLY CONSTUCTED SLOPES WITHIN 25' OF STREAM COURSE SHALL BE IMMEDIATELY PROTECTED BY SEEDING WITH 10 LBS. PER AC. ANNUAL RYEGRASS AND 10 LBS. PER AC. TALL FESCUE AND COVERING WITH STRAW MULCH AND SMALL LIMBS. THIS ADDITIONAL SEEDING SHALL BE DONE THE SAME DAY AS THE DISTURBANCE (WHETHER COMPLETED OR NOT)

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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GENERAL NOTES

NATIONAL FORESTS IN NORTH CAROLINA PISGAH NATIONAL FOREST APPALACIAN RANGER DISTRICT STONEY FORK EMERGENCY REPAIR

SUBGRADE3:1 3:1

SURFACE AGGREGATE

1.5"

NOTES:

1. CONSTRUCT THREE 36" LAYERS OF REINFORCED SLOPE

FOR THE FILL SLOPE REPAIR ACCORDING TO SECTION

261 OF FP-14.

2. USE COMPACTION METHOD B1 FOR REINFORCED SLOPE

LAYERS.

AutoCAD SHX Text NOTE: CLEAN AROUND ENDS OF PIPE TO PROVIDE UNOBSTRUCTED FLOW MIN. 3 PIPE DIAMETERS OR SPANS IN EACH DIRECTION.

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PROFILE

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TYPICAL ROAD SECTION -NOT TO SCALE-

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GEOTEXTILE FABRIC 140N

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RAILROAD BALLAST STONE

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LANDSLIDE REPAIR

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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ROADWAY TYPICALS

NATIONAL FORESTS IN NORTH CAROLINA PISGAH NATIONAL FOREST APPALACIAN RANGER DISTRICT STONEY FORK EMERGENCY REPAIR