5. WRFR IRSC_Appendix_D.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

1 7

TRAVEL DIRECTIONS:

FROM BARLOW RANGER STATION (780 COURT ST, DUFUR, OR 97021), HEAD NORTH ON COURT ST

TOWARD TOLL RD FOR 0.3 MILES. TAKE A SHARP RIGHT ONTO US -197 S AND CONTINUE FOR 16.4

MILES. TURN RIGHT ONTO TYGH VALLEY ROAD AND PROCEED 0.4 MILES, CONTINUE ONTO WAMIC

MARKET ROAD FOR 5.4 MILES, TURN LEFT TO STAY ON WAMIC MARKET ROAD AND CONTINUE FOR 0.7

MILES. CONTINUE ONTO ROCK CREEK ROAD/ROCK CREEK DAM ROAD/WHITE RIVER ROAD for 7.0

MILES. CONTINUE ONTO NFSR 4800 000 FOR 2.8 MILES TO REACH THE INTERSTECTION OF THE 4850

000 (LAT/LONG 45.182850, -121.437882) AS SHOWN ON THE MAP ON PAGE 2.

DESIGNED BY

PETE HUPPI - (PROJECT ENGINEER)

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WHITE RIVER FIRE RECOVERY IRSC

OREGON

WASCO COUNTY

MT. HOOD NATIONAL FOREST

CLACKAMAS RIVER RANGER DISTRICT

(R06) PACIFIC NORTHWEST REGION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R06)

PACIFIC NORTHWEST REGION

WHITE RIVER FIRE

RECOVERY IRSC

MT. HOOD

NATIONAL FOREST

BARLOW RANGER DISTRICT

VICINITY MAP

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72N

LEGEND

ROAD TO BE RECONSTRUCTED

ROAD TO BE RECONSTRUCTED

OTHER AREA GRAVEL ROADS

OTHER AREA ROADS

OTHER AREA PAVED ROADS

00.3 0.6

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NATIONAL

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FOREST

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NATIONAL

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FOREST

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NATIONAL

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FOREST

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NATIONAL

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FOREST

1. PERFORM CONSTRUCTION IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL LANDS

FP-14, US CUSTOMARY UNITS, EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATIONS AND CLAUSES IN THE CONTRACT DOCUMENT OR THE PLANS.

2. WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS FOR USE WITH CONSTRUCTION ACTIVITIES, MAY BE

OBTAINED FROM IDENTIFIED WATER SOURCES, SHOWN IN WORK SHEETS AND ON VICINITY MAP, AT THE PROJECT SITE. ALL WATER WITHDRAWALS FOR

FIRE OR CONSTRUCTION SHALL ABIDE BY CURRENT NMFS WATER DRAFTING GUIDELINES. AT A MINIMUM, ANY WATER WITHDRAWAL IN ACTIVE STREAMS

WITH FISH PRESENT SHALL HAVE SCREENED INTAKES WITH A MAXIMUM SCREEN OPENING OF 3/32 INCH, MAXIMUM INTAKE VELOCITY OF 0.4 FEET PER

SECOND AND WILL NOT REDUCE STREAM FLOW BY MORE THAN 10% BY VISUAL MEASURE. WATER WITHDRAWAL FROM ANY OTHER SOURCE SHALL BE

APPROVED IN WRITING, PRIOR TO USE, BY THE CO.

3. PRIOR TO DIGGING, CALL "DIG SAFELY OREGON" 1-800-332-2344. LOCATING AND PROTECTION OF ALL UTILITIES (PUBLIC & PRIVATE) IS THE

RESPONSIBILITY OF THE CONTRACTOR.

4. CONTRACTING OFFICERS APPROVAL IS NEEDED WITH A MINIMUM OF 72 HRS NOTICE PRIOR TO THE PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR

LEVELING COURSE OF ANY STRUCTURE AND ASPHALT CONCRETE.

5. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL ACCEPTANCE.

6. REPAIR ANY DAMAGE TO THE EXISTING ROAD SYSTEM DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE PROJECT BOUNDARY, AT THE

CONTRACTOR'S EXPENSE, PRIOR TO FINAL ACCEPTANCE.

7. CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY OR DESIGNATED WASTE DISPOSAL SITES, UNLESS OTHERWISE SHOWN ON THE PLANS OR

APPROVED BY THE CO.

8. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.

9. DEPTHS OF SOIL AND AGGREGATE ARE GIVEN AS FINAL COMPACTED DEPTHS.

10. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.

11. SPREAD CONTRACTOR FURNISHED CERTIFIED WEED FREE MULCH OVER DISTURBED SOIL AT ALL INSTALLATIONS, DISPOSAL AREAS AND OTHER

DISTURBED SOIL SITES AS DIRECTED BY THE CONTRACTING OFFICER. ALL DISTURBED/CONSTRUCTED SLOPES FLATTER THAN 1V: 1 H SHALL BE COVERED

WITH MULCH. MULCH SHALL BE APPLIED MINIMUM 1" THICK SO THAT NO GAPS EXIST BETWEEN SOIL AND MATRIX.

12. DESIGNATED WASTE AREA IS IDENTIFIED ON THE AREA MAP. THE CO WILL FLAG THE DISPOSAL AREAS PRIOR TO PLACEMENT OF MATERIAL. SMOOTH, SHAPE, AND COMPACT TO DRAIN WITH CONSTRUCTION EQUIPMENT AS DIRECTED BY CONTRACTING OFFICER.

13. CONSTRUCTION TOLERANCE CLASS A FOR ALL ROADS.

14. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD WORK ACTIVITIES. ALL CONSTRUCTION SIGNS

SHALL MEET MUTCD REQUIREMENTS.

15. SALVAGE AND STOCKPILE EXISTING AGGREGATE DURING EXCAVATION AND USE AS INITIAL BACKFILL MATERIAL.

16. FOREST SERVICE BRIDGES: USE OF ROADS BY COMMERCIAL USERS WITH LOADS EXCEEDING OREGON STATE LEGAL LOADING FOR A STP (SINGLE TRIP

PERMIT) AND THAT WILL CROSS BRIDGES UNDER FOREST SERVICE JURISDICTION SHALL APPLY FOR A BRIDGE OVERLOAD USE PERMIT (FSM 7736. 05).

PROCESSING APPLICATIONS FOR BRIDGE OVERLOAD PERMITS MAY TAKE (30) DAYS OR LONGER. CONTACT THE CO FOR THE BRIDGE OVERLOAD PERMIT

FORM.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TEMPORARY AGGREGATE IN ALL FILL REPAIRS TO MATCH THE EXISTING ADJACENT ASPHALT GRADE

WHEN ALLOWING TRAFFIC ONTO REPAIRS PRIOR TO ANY PLANNED PAVING OPERATIONS. LOOSE GRAVEL, ROAD NARROWS AND SLOW SIGNS SHALL BE

REQUIRED AS DIRECTED BY THE CO ON BOTH SIDES OF EACH SEPARATE WORK SITE. ALL WORK, MATERIALS, SIGNAGE, AND FLAGGERS SHALL BE

INCIDENTAL TO PAY ITEMS 63501A & 63501B.

18. LAY EACH LAYER OF GEOGRID FLAT, PULLED TIGHT AND HOLD IN PLACE WITH PINS, SOIL PILES, OR OTHER APPROVED METHOD.

19. UNLESS NOTED ELSEWHERE, WATER SOURCE WILL BE CONTRACTOR PROVIDED OFF OF NATIONAL FOREST LANDS.

ABBREVIATIONS:

BOP - BEGINNING OF PROJECT NFSR - NATIONAL FOREST SYSTEM ROAD CO - CONTRACTING OFFICER

EOP - END OF PROJECT FS - FOREST SERVICE FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

DRAWING TITLE

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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(R06)

PACIFIC NORTHWEST REGION

WHITE RIVER FIRE

RECOVERY IRSC

MT. HOOD

NATIONAL FOREST

BARLOW RANGER DISTRICT

GENERAL NOTES

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GENERAL NOTES:

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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ESTIMATE OF

QUANTITIES

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DESIGNER

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ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/7 /22

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RECONSTRUCTION

SUMMARY

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DESIGNER

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DATE

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DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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RECONSTRUCTION

TYPICAL DETAILS

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TYPICAL ROADBED RECONDITIONING SECTION

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WIDTHS VARY BY ROAD

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SCARIFY EXISTING

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DEPTH, REMOVING ALL

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OVERSIZE MATERIAL

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4%%% ON ROADS WITH CENTERLINE GRADE %%U<%%U 6%%%

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NOT TO SCALE

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CLEARING/BRUSHING LIMITS

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ROADBED TO A 6-IN.

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LARGER THAN 6-IN.

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8-FT. CLEARING/ BRUSHING LIMIT

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BRUSHING

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HEIGHT

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ROADBED

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SHOULDERS

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FILL SLOPE

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CUT SLOPE

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TRAVEL WAY

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OF ALL VEGETATION FROM DITCHLINE.

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GRUB STUMPS AND ROOTS

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BRUSHING & CLEARING LIMITS DETAIL

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NOT TO SCALE

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OR GENERAL CLEARING AND

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GRUBBING PER SECTION 201

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SPECIAL CLEARING AND GRUBBING

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PER SECTION 201

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FLOWLINE OF DITCH TO BE

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12-IN. MINIMUM BELOW SUBGRADE

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OR AS APPROVED BY THE C.O.

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EXISTING

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1. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE C.O. 2. PURCHASER TO REMOVE ALL SLIDE MATERIAL, SEDIMENT, VEGETATION, AN OTHER DEBRIS FROM THE EXISTING DITCH PURCHASER TO REMOVE ALL SLIDE MATERIAL, SEDIMENT, VEGETATION, AN OTHER DEBRIS FROM THE EXISTING DITCH LINE AND RECONSTRUCT DITCH TO DIMENSIONS SHOWN. ALL EXCAVATED MATERIAL SHALL BE END-HAULED AND DISPOSED OF AT APPROVED DISPOSAL SITE AS NOTED ON THE PROJECT VICINITY MAP (SEE SHEET 2). 3. END-HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIAL IS INDIRECT TO PAY ITEM 30301. END-HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIAL IS INDIRECT TO PAY ITEM 30301. 4. CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE TYPICAL CATCH BASIN DETAIL (SEE DETAIL 3, SHEET 10). 5. CONSTRUCT TEMPORARY DITCH CHECKS PER DETAIL 3 OF THIS SHEET FOR 90-ft. DISTANCE EACH SIDE OF CONSTRUCT TEMPORARY DITCH CHECKS PER DETAIL 3 OF THIS SHEET FOR 90-ft. DISTANCE EACH SIDE OF ROAD-STREAM CROSSINGS AT 30-ft. INTERVALS WHEREVER DITCH RECONDITIONING WORK CROSSES A STREAM. CONSTRUCT 1 TEMPORARY DITCH CHECK 10-FT UPSTREAM OF ALL OTHER CULVERTS COVERED UNDER DITCH RECONDITIONING WORK. CONSTRUCTION OF TEMPORARY DITCH CHECKS IS CONSIDERED INDIRECT TO PAY ITEM 15713 - SOIL EROSION AND POLLUTION CONTROL.

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%%UNOTES%%U:

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TYPICAL DITCH RECONDITIONING SECTION

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NOT TO SCALE

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SAME AS SHOWN ON

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DETAILS 1 & 4, THIS SHEET.

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ROAD SURFACE

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CLEARING/BRUSHING LIMITS

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SHAPE CROSS SLOPE TO DRAIN

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5%%% SLOPE ON STEEPER GRADE ROADS

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SHAPE AND GRADE ROAD

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TO DIMENSIONS SHOWN.

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MATCH EXISTING ROAD WIDTH;

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ROLLER COMPACT

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ACCORDING TO SUBSECTION

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EXISTING

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ROAD BASE

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FLOW

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SET BALED STRAW OR HAY WITH

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EACH STAKE SHOULD BE SET A

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MIN. 6" INTO GROUND SURFACE.

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%%USECTION VIEW

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%%UPLAN VIEW

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A MINIMUM OF 4 INCHES

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OVERLAP EDGES OF BALES

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AND STAKE IN PLACE.

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FLOWLINE

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OF DITCH

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TYPICAL TEMPORARY

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1. DITCH CHECKS MAY BE DITCH CHECKS MAY BE CONSTRUCTED OF BIO-BAGS, WATTLES THAT HAVE BEEN CUT & TIED, BALES OF STRAW OR HAY, OR OTHER BIO-DEGRADABLE MATERIALS AS APPROVED BY THE CONTRACTING OFFICER. 2. IF STRAW OR HAY BALES ARE IF STRAW OR HAY BALES ARE USED, ONLY CERTIFIED SEED & WEED FREE MATERIAL MAY BE USED ON THE FOREST. 3. COSTS FOR TEMPORARY DITCH COSTS FOR TEMPORARY DITCH CHECKS ARE INDIRECT TO PAY ITEM 15713 - SOIL EROSION AND POLLUTION CONTROL.

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DITCH CHECK DAM DETAIL

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NOT TO SCALE

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%%UNOTES%%U:

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1. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION 303. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION 303. 2. WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO MINIMUM WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO MINIMUM 1-IN. BELOW BOTTOM OF THE RUTTING, EROSION, OR POTHOLE. 3. ADD GOVERNMENT PROVIDED AGGREGATE AS SHOWN ON WORK SUMMARIES ADD GOVERNMENT PROVIDED AGGREGATE AS SHOWN ON WORK SUMMARIES AND AS-NEEDED TO GRADE ROAD AS SHOWN. 4. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE ADJUSTED TO FIT * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE ADJUSTED TO FIT FIELD CONDITIONS AND EXISTING SITE GEOMETRY, AS APPROVED BY THE C.O.

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%%UNOTES%%U:

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FOR SPECIAL CLEARING AND GRUBBING,

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4-FT. CLEARING/ BRUSHING LIMIT

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WITH FLOWLINE MINIMUM 12-IN.

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BELOW SUBGRADE ELEVATION

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SOURCE GRADING 'S' AGGREGATE

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OR AS APPROVED BY C.O.

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EXISTING RUTTING, EROSION, AND

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POTHOLES; FILL USING COMMERCIAL

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SOIL

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NATIVE

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RESHAPE AND RECONDITION DITCH

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SOIL

EXISTING

CLEARING AND GRUBBING LIMITS

5'"D"5'

NOTES:

1. TREES LESS THAN 8.0" DBH SHALL BE TREATED AS SLASH.

2. ALL TREES WITH DBH BETWEEN 8.0" AND 25.0" SHALL BE DECKED AND TREATED AS MERCHANTABLE.

3. ALL TREES GREATER THAN 25.0" DBH WILL NEED CO APPROVAL PRIOR TO FELLING.

4. LEAVE TREES OVER 8 INCHES DBH THAT ARE BEYOND THE BOTTOM OF DITCH AND BEYOND HINGE POINT ON THE FILL SLOPE SIDE. LIMB TO 14

FEET ABOVE THE ROAD SURFACE.

5. REMOVE TREES AND GRUB STUMPS WITHIN "D". HAUL TO DESIGNATED DISPOSAL AREAS OR AS NOTED ON THE WORK DESCRIPTIONS.

6. CUT ALL VEGETATION TO A MAXIMUM HEIGHT OF 6 INCHES ABOVE THE GROUND SURFACE.

7. ROADS MECHANICALLY BRUSHED MAY REQUIRE MANUAL SCATTERING OF CUT MATERIAL BEYOND THE BRUSHING LIMITS.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

7/7 /22

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PACIFIC NORTHWEST REGION

White River Fire Recovery IRSC

MT. HOOD

NATIONAL FOREST

BARLOW RANGER DISTRICT

CLEARING AND

GRUBBING DETAILS

FS090523_R102013_L1-002.dwg

P. HUPPI

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