Attachment 02 SOW AppRDManorRoadRepair03.19.21.pdf

PDF 2 MB Posted Jul 22, 2021

Attached to: USDA FS NFNC Appalachian RD Road Maintenance Federal contract opportunity
Solicitation number: 12445221Q0031
Issued by: Department of Agriculture Forest Service

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Other files for this federal contract opportunity

Other files attached to USDA FS NFNC Appalachian RD Road Maintenance, newest first.
File	Type	Posted
SF-30 12445221Q0031 Amendment 01.pdf	PDF	Aug 12, 2021
Solicitation Body 1244522Q0031 .docx	DOCX document	Jul 22, 2021
Attachment 01 Wages.docx	DOCX document	Jul 22, 2021
SF-1442 12445221Q0031.pdf	PDF	Jul 22, 2021
Attachment 03 Specification Detail FSSSManorRoadRepair03.19.21.docx	DOCX document	Jul 22, 2021
Attachment 00 Schedule of Items.docx	DOCX document	Jul 22, 2021

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PROJECT LOCATION

VICINITY MAP

VICINITY MAP:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET

2 GENERAL NOTES

3 SITE LAYOUT

4 UTILITIES LAYOUT

5 SEWER UTILITY PROFILE

6 ROAD CONSTRUCTION DETAILS

7 MANHOLE DETAILS

8 EROSION CONTROL DETAILS

FROM ASHEVILLE, NC HEAD WEST ON INTERSTATE 26

ONTO NC-24 FOR 18 MILES. TAKE EXIT 11 AND GO

ONTO NC-1549 FOR 2 MILES AND TAKE MANOR DRIVE

ON THE RIGHT. THE DISTRICT OFFICE WILL BE AT TE

END OF THE ROAD.

RANGER DISTRICT OFFICE,

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

3/1 9/2

1 0 9:

\JE

.19

.21 .D

W G

(R08) REGION SOUTHERN REGION

NATIONAL FORESTS IN NORTH CAROLINA

MADISON COUNTY

NORTH CAROLINA

APPALACHIAN MANOR ROAD REPAIR 2021

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632 MANOR DR, MARS HILL, NC 28754

SCOPE OF WORK: 1. THIS PROJECT SHALL CONSIST OF THE RECONSTRUCTION OF THE LAST 350' ASPHALT SECTION ROAD (MANOR DRIVE) THIS PROJECT SHALL CONSIST OF THE RECONSTRUCTION OF THE LAST 350' ASPHALT SECTION ROAD (MANOR DRIVE) LEADING IN THE FOREST SERVICE APPALACHIAN DISTRICT OFFICE LOCATED AT 632 MANOR DR, MARS HILL, NC 28754. 2. ROAD RECONSTRUCTION WORK CONSISTS THE FOLLOWING ACTIVITIES: ROAD RECONSTRUCTION WORK CONSISTS THE FOLLOWING ACTIVITIES: A. LOCATE CAUSE OF WATER INFILTRATION AND EROSION OF ROAD BASE, SUBBASE AND SUBGRADE. LOCATE CAUSE OF WATER INFILTRATION AND EROSION OF ROAD BASE, SUBBASE AND SUBGRADE. A.A. IF INFILTRATION CAUSE CANNOT BE REPAIRED WITH EXISTING SCHEDULE OF ITEMS, THEN CONTRACT WILL BE MODIFIED IF INFILTRATION CAUSE CANNOT BE REPAIRED WITH EXISTING SCHEDULE OF ITEMS, THEN CONTRACT WILL BE MODIFIED TO INCLUDE ADDITIONAL REPAIR WORK. B. DEMOLITION AND DISPOSAL OF EXISTING ASPHALT SURFACING AND SUBSURFACING OF THE LAST 350 FEET OF MANOR DEMOLITION AND DISPOSAL OF EXISTING ASPHALT SURFACING AND SUBSURFACING OF THE LAST 350 FEET OF MANOR DRIVE (20' WIDE). C. RECONSTRUCT AND COMPACT LEFT DITCH WITH IMPERMEABLE GEOTEXTILE LINER AND ARMOR WITH RAILROAD BALLAST RECONSTRUCT AND COMPACT LEFT DITCH WITH IMPERMEABLE GEOTEXTILE LINER AND ARMOR WITH RAILROAD BALLAST STONE WHILE PROTECTING EXISTING GASLINE UTILITIES. D. RECONSTRUCT AND COMPACT BASE AND SUBGRADE OF ROADWAY WHILE PROTECTING EXISTING WATER AND SEWERLINE. RECONSTRUCT AND COMPACT BASE AND SUBGRADE OF ROADWAY WHILE PROTECTING EXISTING WATER AND SEWERLINE. E. PLACE AND COMPACT NEW ASPHALT SURFACING AND SUBSURFACING TO PROJECT SPECIFICATIONS. PLACE AND COMPACT NEW ASPHALT SURFACING AND SUBSURFACING TO PROJECT SPECIFICATIONS. F. DEVELOP AND IMPLEMENT TRAFFIC CONTROL PLAN WITH MUTCD STANDARDS TO ALLOW ACCESS TO APPALACHIAN DISTRICT DEVELOP AND IMPLEMENT TRAFFIC CONTROL PLAN WITH MUTCD STANDARDS TO ALLOW ACCESS TO APPALACHIAN DISTRICT OFFICE THROUGH THE LENGTH OF THE CONTRACT. G. ALL SAMPLING AND TESTING SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY PROJECT COR. ALL SAMPLING AND TESTING SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY PROJECT COR. H. MAINTAIN EXISTING GRADE AFTER RECONSTRUCTION THROUGH SURVEY CONTROL.MAINTAIN EXISTING GRADE AFTER RECONSTRUCTION THROUGH SURVEY CONTROL.

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. NO 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 DISPOSED OFF GOVERNMENT LAND. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE DISPOSED OFF GOVERNMENT LAND. 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.

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)

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. 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. 7. 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. 8. DEPTHS OF MATERIALS TO BE COMPACTED ARE GIVEN AS FINAL COMPACTED DEPTHS. DEPTHS OF MATERIALS TO BE COMPACTED ARE GIVEN AS FINAL COMPACTED DEPTHS. 9. 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. 10. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS. TRAFFIC CONTROL SIGNS SHALL CONFORM TO MUTCD SPECIFICATIONS. 11. 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.

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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GENERAL NOTES

NATIONAL FORESTS IN NORTH CAROLINA APPALACHIAN MANOR ROAD REPAIR 2021

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MADISON MANOR ENTRANCE

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RANGER STATION F.F.E. 100.70

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PC = 1+38.94

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PT = 2+66.24

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PC = 3+26.26

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PT = 3+99.23

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PC = 5+67.90

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PT = 6+48.09

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MANOR ROAD REPAIR SECTION

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SCALE " = 1'18" = 1'

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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EXISTING ROAD ALINGMENT

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NATIONAL FORESTS IN NORTH CAROLINA APPALACHIAN MANOR ROAD REPAIR 2021

SCOPE OF WORK: 1. THIS PROJECT SHALL CONSIST OF THE RECONSTRUCTION OF THE LAST 350' ASPHALT SECTION ROAD (MANOR DRIVE) THIS PROJECT SHALL CONSIST OF THE RECONSTRUCTION OF THE LAST 350' ASPHALT SECTION ROAD (MANOR DRIVE) LEADING IN THE FOREST SERVICE APPALACHIAN DISTRICT OFFICE LOCATED AT 632 MANOR DR, MARS HILL, NC 28754. 2. ROAD RECONSTRUCTION WORK CONSISTS THE FOLLOWING ACTIVITIES: ROAD RECONSTRUCTION WORK CONSISTS THE FOLLOWING ACTIVITIES: A. LOCATE CAUSE OF WATER INFILTRATION AND EROSION OF ROAD BASE, SUBBASE AND SUBGRADE. LOCATE CAUSE OF WATER INFILTRATION AND EROSION OF ROAD BASE, SUBBASE AND SUBGRADE. A.A. IF INFILTRATION CAUSE CANNOT BE REPAIRED WITH EXISTING SCHEDULE OF ITEMS, THEN CONTRACT WILL BE IF INFILTRATION CAUSE CANNOT BE REPAIRED WITH EXISTING SCHEDULE OF ITEMS, THEN CONTRACT WILL BE MODIFIED TO INCLUDE ADDITIONAL REPAIR WORK. B. DEMOLITION AND DISPOSAL OF EXISTING ASPHALT SURFACING AND SUBSURFACING OF THE LAST 350 FEET OF MANOR DEMOLITION AND DISPOSAL OF EXISTING ASPHALT SURFACING AND SUBSURFACING OF THE LAST 350 FEET OF MANOR DRIVE (20' WIDE). C. RECONSTRUCT AND COMPACT LEFT DITCH WITH IMPERMEABLE GEOTEXTILE LINER AND ARMOR WITH RAILROAD BALLAST RECONSTRUCT AND COMPACT LEFT DITCH WITH IMPERMEABLE GEOTEXTILE LINER AND ARMOR WITH RAILROAD BALLAST STONE WHILE PROTECTING EXISTING GASLINE UTILITIES. D. RECONSTRUCT AND COMPACT BASE AND SUBGRADE OF ROADWAY WHILE PROTECTING EXISTING WATER AND SEWERLINE. RECONSTRUCT AND COMPACT BASE AND SUBGRADE OF ROADWAY WHILE PROTECTING EXISTING WATER AND SEWERLINE. E. PLACE AND COMPACT NEW ASPHALT SURFACING AND SUBSURFACING TO PROJECT SPECIFICATIONS. PLACE AND COMPACT NEW ASPHALT SURFACING AND SUBSURFACING TO PROJECT SPECIFICATIONS. F. DEVELOP AND IMPLEMENT TRAFFIC CONTROL PLAN WITH MUTCD STANDARDS TO ALLOW ACCESS TO APPALACHIAN DEVELOP AND IMPLEMENT TRAFFIC CONTROL PLAN WITH MUTCD STANDARDS TO ALLOW ACCESS TO APPALACHIAN DISTRICT OFFICE THROUGH THE LENGTH OF THE CONTRACT. G. ALL SAMPLING AND TESTING SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY PROJECT COR. ALL SAMPLING AND TESTING SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED BY PROJECT COR. H. MAINTAIN EXISTING GRADE AFTER RECONSTRUCTION THROUGH SURVEY CONTROL.MAINTAIN EXISTING GRADE AFTER RECONSTRUCTION THROUGH SURVEY CONTROL.

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MADISON MANOR ENTRANCE

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RANGER STATION F.F.E. 100.70

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EXISTING GAS LINE

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8" PVC SANITARY SEWER

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3" PVC DOMESTIC WATERLINE

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AutoCAD SHX Text EX. MANHOLE TOP: 3.34 INV. IN: -1.69(EX.) INV. IN: -1.20(PROPOSED) MATCH TOP TABLE

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EX. FIRE HYDRANT

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MH#2 TOP 12.68 INV. IN 8.20 INV. OUT 8.00

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MH#1 TOP 4.68 INV. IN 0.20 INV. OUT 0.00

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MH#3 TOP 36.00 INV. IN 31.70 INV. OUT 31.50

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MH#4 TOP 52.00 INV. IN 47.90 INV. OUT 47.70

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MH#6 TOP 81.50 INV. IN 77.50 INV. OUT 77.30

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MH#5 TOP 66.00 INV. IN 59.50 INV. OUT 59.30

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6" CASING WITH WITH 3" PVC CARRIER

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AutoCAD SHX Text NOTE: PRIOR TO MAKING CONNECTIONS TO WATER AND SEWER SYSTEM CONTACT LOCAL UTILITY SERVICE A MINIMUM OF 72 HOURS PRIOR TO MAKING CONNECTION. LOCAL WATER AND SEWER UTILITY: TOWN OF MARS HILL (828) 689-2301

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3" PVC DOMESTIC WATERLINE

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MH#3 TOP 36.00 INV. IN 31.70 INV. OUT 31.50

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MH#4 TOP 52.00 INV. IN 47.90 INV. OUT 47.70

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MH#6 TOP 81.50 INV. IN 77.50 INV. OUT 77.30

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MH#5 TOP 66.00 INV. IN 59.50 INV. OUT 59.30

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SEWER LINE

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WATER LINE

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GAS LINE

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LEGEND

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STATE WIDE

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IT'S THE LAW !

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UTILITIES PROTECTION CENTER

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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UTILITIES LAYOUT

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FINISHED GROUND

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AutoCAD SHX Text EX. MANHOLE TOP: 3.34 INV. IN: -1.69 (EXISTING) IN. IN: -1.20 (PROPOSED) MATCH TOP TABLE

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MH#2 PROPOSED MANHOLE TOP 12.68 INV. IN 8.20 INV. OUT 8.00

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MH#1 PROPOSED MANHOLE TOP 4.68 INV. IN 0.25 INV. OUT 0.05

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MH#3 PROPOSED MANHOLE TOP 36.00 INV. IN 31.70 INV. OUT 31.50

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MH#4 PROPOSED MANHOLE TOP 52.00 INV. IN 47.90 INV. OUT 47.70

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MH#5 PROPOSED MANHOLE TOP 66.00 INV. IN 59.50 INV. OUT 59.30

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FINISHED GROUND

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SCALE: 1"=40' HORIZONTAL 1"=10' VERTICAL

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SCALE: 1"=40' HORIZONTAL 1"=10' VERTICAL

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BORE & JACK 54 L.F.-16" CASING WITH 8" PVC CARRIER

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FINISHED GROUND

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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SEWER UTILITY PROFILE

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NATIONAL FORESTS IN NORTH CAROLINA APPALACHIAN MANOR ROAD REPAIR 2021

EXISTING SEWER UTILITY PROFILE

5" LAYER RAILROAD BALLAST IN AGGREGATE SURFACED SECTIONS OF ROADWAY.

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CUT SLOPE

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ROADWAY

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ROADSIDE DITCH SECTION N.T.S.

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IMPERVIOUS GEOTEXTILE DITCH LINER

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LOCATE AND PROTECT GASLINE UTILITY

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24" OVERLAP OF GEOTEXTILE LAYER BETWEEN BASE COURSE AND BINDER COURSE

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1.5" HOT BITUMINOUS PLANT MIX SURFACE COURSE.

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3.0" HOT BITUMINOUS PLANT MIX BINDER COURSE

AutoCAD SHX Text 10.5" CRUSHED LIMESTONE BASE COURSE. AVERAGE COMPACTED DENSITY SHALL EXCEED OR BE EQUAL TO 99% OF THE STANDARD PROCTOR, WITH NO SINGLE TEST BELOW 95%.

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3:1 DESIRABLE 2:1 MAXIMUM (TYP)

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PROPOSED PAVEMENT

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3:1 DESIRABLE 2:1 MAXIMUM (TYP)

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TYPICAL ASPLHALT ROAD SECTION N.T.S

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PROPOSED CENTER LINE OF ROAD

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DIRT SHOULDER

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DIRT SHOULDER

AutoCAD SHX Text -COURSES DESIGNATED TO BE MORE THAN 8" THICK SHALL BE CONSTRUCTED IN TWO OR MORE LAYERS OF APPROXIMATELY EQUAL THICKNESS. THE MAXIMUM COMPACTED THICKNESS OF ANY ONE LAYER SHALL NOT EXCEED 8 INCHES. -ALL AREAS REQUIRING EMBANKMENT/FILL GREATER THAN 6" SHALL BE COMPACTED TO AN AVERAGE MINIMUM OF 95% OF THE STANDARD PROCTOR FOR THE MATERIAL BEING USED

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SELECTED BACKFILL

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COMPACTED 95%%%

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GENERAL

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1/4 OD

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1/4 OD; 4" MIN.

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BACKFILL

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PIPE BELL

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EXISTING GROUND

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12" MIN.

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HAUNCHING

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BEDDING

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WARNING TAPE (AS REQUIRED)

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BEDDING & HAUNCHING SHALL BE

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GRANULAR MATERIAL, IN ACCORDANCE

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WITH ASTM D2321.

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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ROAD CONSTRUCTION DETAILS

NOTE: ALL JOINTS TO BE

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GROUTED BOTH INSIDE

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AND OUTSIDE.

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ASTM C-478

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CONCRETE

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AS REQUIRED

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12" THRU 4' SECTIONS

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CONE

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ECCENTRIC

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48" DIA.

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PER FOOT

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SLOPE 1"

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MIN.

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(TYP.)

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12" MIN.

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PIPE MATERIAL

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BACKFILL AS REQUIRED FOR

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SEAL AND CLAMP

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RUBBERIZED BOOT,

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STAGGERED

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SHALL NOT BE

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MANHOLE STEPS

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SECTION 02601

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SEE SPECIFICATION

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WATERTIGHT JOINT,

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REINFORCED PER

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CONCRETE

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PRECAST

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BRICK (6" MAX.)

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COURSES OF

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GROUND

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RING & COVER

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PAVEMENT (IF APPLICABLE)

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6" MIN. STONE BASE

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3'-0" CONE

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02601 - MANHOLES.

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AS SPECIFIED IN SECTION

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MANHOLE STEPS SHALL BE

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(IF NEEDED)

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1" RECESSED LETTERING

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RAISED FLUSH WITH SURFACE

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(1) OPEN PICKHOLE

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MATERIAL: CAST GRAY IRON ASTM A48, CLASS 35B

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FINISH UNPAINTED

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WEIGHT 276LBS. PER SET

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TOWN/CITY NAME

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PER NEENAH FOUNDRY R-1642

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OR APPROVED EQUIVALENT BY TOWN

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YEAR

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SEWER

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4 EACH ANCHOR BOLTS-BOLTED TO MH, OR PRECAST IN PLACE.

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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MANHOLE DETAILS

TEMPORARY STRAW SILT CHECKS

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TEMPORARY SEDIMENT TRAP SECTION

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FILTER FABRIC MIRAFI 140NL OR EQUAL

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2"X2"X3' STAKES TO BE LEVEL WITH TOP OF BALE

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WOODEN STAKES

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LOOSE ROCK

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FILTER FABRIC MIRAFI 140NL OR EQUAL

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DRAINAGE CHANNEL

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TEMPORARY STRAW SEDIMENT TRAP PLAN VIEW

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DRAINAGE CHANNEL

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ORIGINAL GROUND

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KEY INTO THE GROUND 6" MINIMUM

AutoCAD SHX Text NOTES: 1. SEDIMENT BASIN. SEDIMENT BASIN. A. ALL SEDIMENT BASIN CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER. B. ALL DISTURBED AREAS SHALL BE SEEDED ACCORDING TO APPLICABLE SPECIFICATIONS. C. CLEARING LIMITS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. C. CLEARING LIMITS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. D. MATERIAL FROM EXCAVATION SHALL BE USED TO CONSTRUCT BERM AS SHOWN OR SHALL BE INCORPORATED INTO THE ROAD BED AS APPROVED BY CONTRACTING OFFICER. 2. SILT FENCE. SILT FENCE. A. THE SKIRT TO BE ANCHORED IN A TRENCH 8" DEEP AND 4" WIDE WITH BACKFILL COMPACTED. B. SILT FENCE SHALL BE PREFABRICATED WITH 1- " SQUARE HARDWOOD POSTS, MIRAFI SILT FENCE OR " SQUARE HARDWOOD POSTS, MIRAFI SILT FENCE OR EQUAL. C. INSTALL AS NEEDED FOR EROSION CONTROL OR AS DIRECTED BY THE CONTRACTING OFFICER. 3. TEMPORARY SEDIMENT TRAP. TEMPORARY SEDIMENT TRAP. A. TO BE INSTALLED AT END OF DIVERSION DITCH. B. FILTER FABRIC SHALL BE KEYED INTO GROUND AT A DEPTH OF 8" AND COMPACTED BY HAND TAMPING. C. SEDIMENT TRAPS SHALL BE PLACED PRIOR TO EXCAVATION AND REMOVED AS DIRECTED BY CONTRACTING OFFICER. D. USE A MINIMUM OF 4 BALES FOR EACH TRAP. E. LOOSE ROCKS SHALL BE APPROPRIATE SIZE TO RETAIN FABRIC IN PLACE. LOOSE ROCKS SHALL BE APPROPRIATE SIZE TO RETAIN FABRIC IN PLACE. 4. SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION CONTROL PLAN, SEDIMENT CONTROL MEASURES TO BE USED AT LOCATIONS REQUIRED BY THE EROSION CONTROL PLAN, AS SHOWN ON THESE PLANS, AND/OR AS DIRECTED BY THE CONTRACTING OFFICER.

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GROUND LEVEL

AutoCAD SHX Text 1- " X 1- " POSTS @ 7'-8" 12" X 1- " POSTS @ 7'-8" 12" POSTS @ 7'-8" @ 7'-8" 7'-8" CENTER-TO-CENTER TYPICAL

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MIRAFI 100X

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SECTION

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ELEVATION

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FLOW

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SILT FENCE DETAILS

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DRAWINGS NOT TO SCALE

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STRAW BALES

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SEDIMENT BASIN PLAN VIEW

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SEDIMENT BASIN SECTION A-A

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BERM

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OUTLET DITCH

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TOE OF SLOPE

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MINIMUM ROCK SIZE 12 CUBIC FOOT

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MIRAFI 100X

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COMPACTED BACKFILL

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BALES TO BUTT TOGETHER

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SECTION

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PLAN

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

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EROSION CONTROL DETAILS

Sheets and Views

AppRDManorRoadRepair02.19.21-P01Cover

AppRDManorRoadRepair02.19.21-P02GenNotes

AppRDManorRoadRepair02.19.21-P03SiteLayout

AppRDManorRoadRepair02.19.21-P04UtilitiesLayout

AppRDManorRoadRepair02.19.21-P05SewerProfile

AppRDManorRoadRepair02.19.21-P06RoadConstructionDetails

AppRDManorRoadRepair02.19.21-P07ManholeDetails

AppRDManorRoadRepair02.19.21-P08ErosionControlDetails

File details come from the government source that posted it. Updated Jul 22, 2021.