Attachment3-ProjectDrawings.pdf

TITLE SHEETOCHOCO

KEY MAP OF OREGON SHOWING LOCATION OF PROJECT

DRAWINGS FOR PROPOSED

FOREST

FOREST SERVICE - REGION SIX

UNITED STATES DEPARTMENT OF AGRICULTURE

DESCRIPTIONNO.

LAKEVIEW

KLAMATH FALLS

MEDFORD

GRANTS PASS

GOLD

BEACH

ROSEBERG

COOS

BAY

BURNS

JOHN DAY

BAKER CITY

LA GRANDE

PENDLETON

PRINEVILLE

REDMOND

BEND

EUGENE

NEWPORT

LINCOLN

CITY

TILLAMOOK

GRESHAM

PORTLAND

SEASIDE

BROOKINGS

CORVALLIS

SALEM

HOOD

RIVER

THE

DALLES

395101

1" = 15 MILES

GAOA ROAD 42 ASPHALT RECLAMATION

SISTERS

0 15105

N

LOOKOUT MT. & PAULINA

RANGER DISTRICT

MADRAS

PROJECT AREA MAP

DESCHUTES COUNTY

CROOK COUNTY

LANE COUNTY

JEFFERSON COUNTY

BEND

SISTERS

REDMOND

PRINEVILLE

MITCHELL

MADRAS

WHEELER COUNTY

SHEET NO.TYPE OF WORK

3-4 PROJECT VICINITY MAPS

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UNIT MANAGER APPROVED BY:

PROJECT MANAGER

DATE

REVIEWED BY:

TECHNICALLY APPROVED BY:

PROJECT ENGINEER

DATE

FOREST ENGINEER DATE

L.O.M. DISTRICT RANGER DATE

DESIGNED BY:

NAME DATE

REVIEWED BY:

6-7 ESTIMATE OF QUANTITIES

8 CONSTRUCTION NOTES

9 TYPICAL SECTIONS

10-11 CATTLE GUARD DETAILS

12 DETAILS

13 BRIDGE DETAILS

ROAD 42 SURFACE RECONSTRUCTION 1 - 14, 15, 16

14 ASPHALT PATCHING DETAILS

CHUCK WAGON MATERIAL SOURCE

5 TRAFFIC CONTROL MAP

ROAD 4215 AGGREGATE DETAILS

UNIT MANAGER APPROVED BY:

PUA DISTRICT RANGER DATE

ROAD 4215 SURFACE RECONDITIONING 1 - 7, 15, 16

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J. SNYDER 4-8-87

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FSLOGO.DWG

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J. SNYDER 4-8-87

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SEG 3

LEGEND

National Forest

US HWY

STATE HWY

COUNTY ROUTE

ARTERIAL ROUTE

STREAM/ RIVER

FOREST SERVICE

M A

IN

S T

National Forest

National Forest

POST

MITCHELL

National Forest

National Forest

National Forest

National Forest

National Forest

National Forest

National Forest

National Forest

DAYVILLE

OCHOCO N.F.

BOUNDARY

JEFFERSON CO

CROOK CO

W H E E L E R

C O

G R A N T

C O

SCALE 1" = 5 MILES

5 102.50

N

PRINEVILLE

National Forest

BLM

VARIES

area map

COLLECTOR ROUTE1234

ROAD 42

WOLF CREEK BRIDGE

NOTE:

1) NOT ALL ROADS, BRIDGES, OR OTHER

FEATURES SHOWN ON THESE MAPS.

2) ALL BRIDGES UNDER FOREST SERVICE

JURISDICTION REQUIRE SPECIFIC OVERLOAD

PERMITS FOR EACH TRANSPORT VEHICLE AND EACH

LOAD PRIOR TO CROSSING.

ROAD 42 N. FORK

CROOKED RIVER

BRIDGE

ROAD 42 DEEP

CREEK BRIDGE

ROAD 42 ASPHALT PATCHING INSET MAP

1" = 2 MILES

PAULINA

OCHOCO

GAOA ROAD 42

ASPHALT RECLAMATION

CHUCKWAGON WASTE AREA INSET MAP

1" = .5 MILES

100 LOCAL ROUTE

National Forest

N

CHUCKWAGON WASTE AREA

INSET MAP THIS SHEET

CHUCKWAGON

WASTE AREA

PROJECT VICINITY MAPS

SEE SHEETS 3 & 4

N

ROAD 42 UPPER N.

FORK CROOKED RIVER

BRIDGE

RD 42 ASPHALT PATCHING

INSET MAP

THIS SHEET

TO

PRINEVILLE

ROAD 42 ASPHALT PATCHING

AREA. ITEM 41801A & ITEM 41801B

FROM FOREST ROAD 22 JUNCTION

TO FOREST ROAD 4210 JUNCTION.

National Forest

RD 42 PATCHING

DETOUR ROUTE

W

CANYON CRK

WATER SOURCE

ROAD 4215

MP 0 - 2.1

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OCHOCO RES.

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CROOKED RIVER

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N. FORK CROOKED RIVER

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MILL CK.

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OCHOCO CK.

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JOHN DAY RIVER

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TROUT CK.

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S. FORK JOHN DAY RIVER

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OCHOCO N.F. HEADQUARTERS

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FOREST

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N

NOTE:

NOT ALL ROADS, BRIDGES

OR FEATURES SHOWN ON

THESE MAPS

SCALE 1" = .3 MILES

1"=.3 miles vicinity map 1

3 16

OCHOCO

GAOA ROAD 42

ASPHALT RECLAMATION

0 .25 .5 1

LEGEND

National Forest

ARTERIAL ROUTE

STREAM/ RIVER

COLLECTOR ROUTE

LOCAL ROUTE

MATERIAL SOURCE

PRIVATE

BLM

FOREST SERVICE

RD 42 PROJECT M.P. 0.0

BEGIN OPTION 2 SEGMENT

RD 42 PROJECT M.P. 3.0

END OPTION 2 SEGMENT

BEGIN OPTION 1 SEGMENT

OPTION 1 SEGMENT

CONTINUES ON SHEET 4

UPPER NORTH FORK

CROOKED RIVER BRIDGE

National Forest

CATTLE GUARD

M.P. 1.2

CATTLE GUARD

M.P. 4.8

W

UPPER NORTH FORK CROOKED

RIVER WATER SOURCE

RD 4215 PROJECT M.P. 0.0

RD 4215 PROJECT M.P. 1.5

WORK CONTINUES TO M.P. 2.1

(OFF MAP)

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OCHOCO NF BOUNDARY

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NORTH FORK CROOKED RIVER

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GAOA ROAD 42

ASPHALT RECLAMATION

LEGEND

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ARTERIAL ROUTE

STREAM/ RIVER

COLLECTOR ROUTE

LOCAL ROUTE

MATERIAL SOURCE

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OR FEATURES SHOWN ON

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PRIVATE

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0 .25 .5 1

BLM

FOREST SERVICE

RD 42 PROJECT M.P. 7.25

END OPTION 1 SEGMENT

BEGIN BASE SEGMENTBEGIN OPTION 1 SEGMENT

ON SHEET 3

RD 42

PROJECT M.P. 9.75

END BASE SEGMENT

NORTH FORK CROOKED

RIVER BRIDGE

National Forest

National Forest

CATTLE GUARD

M.P. 6.3

CATTLE GUARD

M.P. 7.8

CATTLE GUARD

M.P. 9.5 W

NORTH FORK CROOKED

RIVER WATER SOURCE

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OCHOCO NF BOUNDARY

1"=.3 miles

TRAFFIC CONTROL / DETOUR

5 16

OCHOCO

GAOA ROAD 42

ASPHALT RECLAMATION

LEGEND

National Forest

ARTERIAL ROUTE

COLLECTOR ROUTE

LOCAL ROUTE

NOTE:

NOT ALL ROADS, BRIDGES

OR FEATURES SHOWN ON

THESE MAPS

PRIVATE

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BLM

FOREST SERVICE

N

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National Forest

National Forest

National Forest

National Forest

TRAFFIC CONTROL SIGNS

# LOCATION SIGN

1 RD 42 @ RD 22 JCT "FOREST ROAD 42 CLOSED 19 MILES AHEAD"

1A RD 42 @ RD 22 JCT "DETOUR ROUTE NOT SUITABLE FOR LARGE VEHICLES"

2* ROAD 42 '1000 BEFORE CLOSURE "ROAD CLOSED 1000' AHEAD"

3 RD 42 @ RD 4210 JCT DETOUR WITH LEFT ARROW

4 RD 4210 @ RD 42 JCT DETOUR WITH RIGHT ARROW

5* RD 42 @ BEGINNING OF SEGMENT (2) TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED

6 RD 4210 @ RD 22 JCT DETOUR WITH RIGHT ARROW

7 RD 22 @ RD 4210 JCT DETOUR WITH LEFT ARROW

8 RD 22 @ RD 150 JCT DETOUR WITH RIGHT ARROW

9 RD 150 @ RD 22 JCT DETOUR WITH LEFT ARROW

10 RD 150 @ RD 3010 JCT DETOUR WITH RIGHT ARROW

11 RD 3010 @ RD 150 JCT DETOUR WITH LEFT ARROW

12 RD 3010 @ RD 30 JCT DETOUR WITH RIGHT ARROW

13 RD 30 @ RD 3010 JCT DETOUR WITH LEFT ARROW

14 RD 30 @ RD 42 JCT DETOUR WITH LEFT ARROW

15* RD 42 @ END SEGMENT (2) TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED

16 RD 42 @ RD 30 JCT DETOUR WITH RIGHT ARROW

17* ROAD 42 '1000 BEFORE CLOSURE "ROAD CLOSED 1000' AHEAD

18 RD 42 @ CNTY RD JCT "FOREST ROAD 42 CLOSED 24 MILES AHEAD", LOCATION NOT ON MAP

18A RD 42 @ CNTY RD JCT "DETOUR ROUTE NOT SUITABLE FOR LARGE VEHICLES", LOCATION NOT ON MAP

19* RD 4240 @ RD 42 JCT (2) TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED

20* RD 4230 @ RD 42 JCT (2) TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED

21* RD 4215 @ RD 42 JCT (2) TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED

* DENOTES SIGN LOCATION VARIES BASED ON SEGMENT CURRENTLY AWARDED. 19* APPLIES TO BASE SEGMENT ONLY. *20 & *21 APPLIES TO

OPTION 1 SEGMENT ONLY.

10 SIGN LOCATION

0 .75 1.5 3

2*

5*

9 11

15*

17*

19*

20*21*

PROJECT DETOUR ROUTE

ROAD 4210 TO ROAD 22 TO ROAD 2200-150 TO

ROAD 3010 TO ROAD 30

ROAD 42 SEGMENT "A"

TEMPORARY TRAFFIC CONTROL SEGMENT

FROM FOREST ROAD 22 JUNCTION TO FOREST ROAD 4210 JUNCTION

30 MINUTE MAXIMUM CLOSURE PERIOD

PROVIDE TEMPORARY TRAFFIC CONTROL DURING WORK PERIODS

ROAD 42 SEGMENT "B", CLOSURE SEGMENTS

FROM FOREST ROAD 4210 JUNCTION TO FOREST ROAD 30 JUNCTION SEGMENTS

TO BE CLOSED TO ALL PUBLIC TRAFFIC FOR THE DURATION OF ACTIVE

CONSTRUCTION PERIODS.

PROJECT M.P. 0.0

PROJECT M.P. 3.0

PROJECT M.P. 9.75

OPTION 2

SEGMENT

OPTION 1

SEGMENT

BASE

SEGMENT

1A

18A

PROJECT M.P. 7.25

ROAD 4215

PROVIDE TEMPORARY

TRAFFIC CONTROL

(CLOSURE NOT ALLOWED)

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ITEM

NO.

DESCRIPTION METHOD OF

MEASUREMENT

PAY

UNIT

BASE

ITEMS

OPTION 1

ITEMS

OPTION 2

ITEMS

OPTION 3

ITEMS

OPTION 4

ITEMS

OPTION 5

ITEMS

BASE

ITEMS TOTALS REMARKS

15101 Mobilization L.S. 1 1 1 ALL Cleaning of equipment is indirect to pay item.

15207 Grade Finishing Stakes, Tolerance Class b Mile 2.50 4.25 3.00 9.75 See sheet 8 for requirements and description of work.

15401 Contractor Testing L.S. 1 1 1 ALL According to FP-14 and supplemental specifications for applicable pay items.

15713 Soil Erosion and Pollution Control L.S. 1 1 1 ALL Contractor shall submit an erosion and spill plan prior to start of work.

20103A Clearing and Grubbing, Disposal Method k Mile 2.50 4.25 3.00 9.75 Road 42. See sheet 12.

20103B Clearing and Grubbing, Disposal Method k Mile 2.1 2.1 Road 4215. See sheet 12.

20304 Removal of Asphalt Bridge Surfacing, Disposal A CQ S.Y. 249 166 415 See sheet 13.

20409 Subexcavation, Tolerance Class D CQ C.Y. 82 140 98 320 See sheet 9 "roadway repair typical". Unsuitable waste material shall be hauled and placed at Chuckwagon Material Sorce (Item 20429)

20429 Waste CQ C.Y. 334 568 401 25 1,328

Compacted, in place quantities. Dispose material at Chuckwagon material source according to development provisions. It is the Contractor's responsibility to shape waste material prior to project completion.

25104 Keyed Riprap, Class 2 CQ C.Y. 56 56 28 140 Compacted, in place quantities. It is the Contractor's responsibility to determine the quantity to haul and place. Obtain from approved weed-free commercial material source.

30115 Aggregate Surface Course, Grading ODOT 34" - 0, Compaction Method B

Ton 4,330 4,330

Road 4215. Alternative grading may be accepted if deemed to be more acceptable as surface aggregate by the Forest Service. Water is incidental to this pay item. Obtain from approved weed-free commercial material source.

30202A Aggregate Base, Compaction Method B, Shoulder Rock Ton 472 802 565 1,839 Water is incidental to this pay item. Obtain from approved weed-free commercial material source.

30202B Aggregate Base, Compaction Method B, Intersections & Roadway Repair Areas Ton 201 341 241 783

Water is incidental to this pay item. Obtain from approved weed-free commercial material source.

30301A Ditch Reconditioning (Road 42) Mile 2.50 4.25 3.00 9.75 See sheet 9. Unsuitable material shall be hauled and placed at Chuckwagon Material Source (Item 20429)

30301B Ditch Reconditioning (Road 42215) Mile 2.1 2.1 See sheet 15. Unsuitable material shall be hauled and placed at Chuckwagon Material Source (Item 20429)

ROAD

ESTIMATE OF QUANTITIES

ROAD 42

ITEMS

RD 4215

ITEMS

ALL

ROADS

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S.

ESTIMATE OF QUANTITIES

Road 42 Optional Item Segment Locations

See vicinity maps. Project mile posts based on road 42 from road 4210 junction to road 30 junction (9.75 miles).

- Base Segment: MP 7.25 to MP 9.75

- Option 1 Segment: MP 3.0 to MP 7.25

- Option 2 Segment: MP 0.0 to MP 3.0

- Option 3, 4 & 5: Road 42 from road 22 junction to road 4210 junction

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ITEMS TOTALS REMARKS

Cleaning of equipment is indirect to pay item.

ROAD

ESTIMATE OF QUANTITIES

ROAD 42

ITEMS

RD 4215

ITEMS

ALL

ROADS

30311A Aggregate Surface Reconditioning, Compaction Method A, (Detour Maintenance) Mile 19 19 19 57

See sheet 5 & sheet 8. Detour route maintenance. Maintain detour route according to T-811 specification. The Contractor shall be responsible to maintain the detour route for the duration of road 42 closure periods.

30311B Aggregate Surface Reconditioning, Compaction Method B, (Road 4215 Reconditioning) Mile 2.1 2.1

See sheet 15. Work shall be completed according to FP-14 & FSSS specifications.

30501A Full Depth Reclamation With Cement, 8" Depth Mile 2.5 3.0 5.50 See sheet 9.

30501B Full Depth Reclamation With Cement, 10" Depth Mile 2.50 1.75 4.25 See sheet 9.

40301 Asphalt Concrete Pavement, ODOT Level 2, 1/2" Dense PG 64-28 Ton 5,742 9,761 6,890 22,393

See sheets 9 & 13.

41102 Asphalt Prime Coat, Method 1 Ton 26 44 30 100 See sheet 9.

41801A Asphalt Concrete Pavement Patching, Type Skin Patch Ton 400 450 3,000 110 350 1,090 5,400

Work occurs on RD 42 from rd 22 jct to rd 4210 jct. Asphalt overlay. Prepare existing surface and place asphalt according to FP14 and FSSS section 403 and other applicable specifications. Tack oil is indirect to this item. Locations are sporadic and shall be identified by the Forest Service prior to the commencement of work for this item. See details on sheet 14. Temporary traffic control is incidental to this item and shall be accomplished according to MVUM and other documents in this contract.

41801B Asphalt Concrete Pavement Patching, Type Pothole Patch Ton 50 50 27 20 45 58 250

Work occurs on RD 42 from rd 22 jct to rd 4210 jct. Minor asphalt patching. Prepare exxisting surface and place asphalt according to FP14 and FSSS section 403 and other applicable specifications. Tack oil is indirect to this item. See note on 8 page. Temporary traffic control is incidental to this item and shall be accomplished according to MVUM and other documents in this contract.

61903A Cattle Guard, Remove, Replace Base and Reinstall Each 1 2 1 4

See sheets 10 & 11. Remove existing wood cattle guard base and dispose off Government land. Re-install existing cattle guard deck on new foundation. It is the Contractor's responsibility to ensure new foundation components and foundation installation is compatible with existing deck. Final installation shall match reconstructed road profile and alignment.

61903B Cattle Guard, Remove and Reinstall Each 1 1 Re-install existing foundation and deck according to sheet 10.

Final installation shall match reconstructed road profile and alignment.

63402 Pavement Markings Type B Mile 19.25 19.25 Centerline striping, road 42, from rd 22 jct to rd 30 jct.

63501 Temporary Traffic Control L.S. 1 1 1 1 ALL

See sheet 5. For project areas, water/ material haul routes, and detour route. Temporary traffic control must meet MUTCD standards. Contractor shall submit a traffic control plan prior to start of work.

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S.

ESTIMATE OF QUANTITIES #2

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CONSTRUCTION NOTES

BRIDGE OVERLOAD PERMITS

All loads crossing bridges under Forest Service jurisdiction, and over 40 tons transported to the site will require an overload permit. Each load will require a permit for each proposed bridge crossing. It is the Contractor's responsibility to submit permit application information to the Forest Service including transport vehicle, load configuration, and specific axle measurements (including weight). The overload review and permit process takes approximately 2 weeks, and the Contractor should plan accordingly. No overloads will be allowed to cross specific bridges without an approved and signed permit in possession of the driver.

WATER FOR PROJECT USE

Water is incidental to all items in this contract.

Work consists of developing an acceptable water supply, furnishing, hauling, and applying water. Use designated water sources, or other approved water sources with appropriate permissions, water rights, and permits. Provide mobile watering and pumping equipment with water tight tanks of known capacity. Apply water uniformly without ponding or washing.

Water Source Development Requirements Withdrawal shall not exceed 1/4 of the flow between April 15 - July 15. After July 15, retention of 50% of base flow should be sufficient. No withdrawals will be permitted from any stream when the flow falls below 1 CFS (approximately 8 gal/ sec.). Pumping or damming activities which dewater a stream will not be allowed. Pumping equipment is necessary at specified water sources. Screen water pump intakes and draft hoses used to withdraw water from ponds or streams shall be screened with appropriate size mesh to prevent entrapping fish. Screening equipment shall meet the following minimum dimensions:

- Woven wire screen or perforated plate: 3/32"

- Profile bar screen: 0.0689"

ITEM 15207 GRADE FINISH STAKES, TOLERANCE CLASS B

Work includes reference staking existing road dimensions (horizontal location, cross slope, and profile) prior to commencement of reclamation or excavation activities. Conventional staking methods and electronic reference methods are allowed. It is the Contractor's responsibility to propose a method accurate enough to reconstruct the roadway to dimensions specified in these contract drawings with the road centerline, grade, and superelevation cross slopes matching pre-project location and dimsnesions.

Commencement of reclamation or excavation shall not occur until the Forest Service approves a staking plan proposed by the contractor.

ITEM 20429 WASTE

Work includes haul and placement in disposal site of unsuitable material from roadway repair (20409), ditch reconditioning (30301) and excess material generated during cattle guard removal, replacement and reinstall.

ITEM 30311 AGGREGATE SURFACE RECONDITIONING, COMPACTION METHOD A, (DETOUR MAINTENANCE)

Work includes surface maintenance of the designated detour route for time periods that portions of the 42 road are closed. At minimum, the Contractor shall blade the entire detour route at least once per operating season (once per year during the project). Additional maintenance may be required, and is the responsibility of the contractor, to maintain suitable conditions for public passenger vehicles. Water is incidental to this item. Use sources designated in contract documents and alternate sources identified in writing by the Forest Service.

ITEM 41801B MINOR SURFACE ASPHALT PATCHING

Work includes minor asphalt patching of pot holes and other small road surface imperfections. Locations are sporadically located throughout from the junction of forest road 22 to the project area, on forest road 42, as staked by the forest service.

Patch dimensions and depths vary, and alternate spreading methods will be required to accomplish the work. Apply tack oil as specified to entire patch area. Specific locations and dimensions shall be marked on the ground prior to the commencement of work and throughout the duration of the project.

ITEM 63402 PAVEMENT MARKINGS, TYPE B

Work includes centerline striping on road 42 from road 22 junction to 30 road junction. It is the contractor's responsibility to re-stripe with the same road marking pattern and in the same location as existing centerline stripes. The contractor shall stake, or use other means to reference existing pattern prior to activities that will remove existing striping (such as full depth reclamation or skin patching). The Forest Service will identify the desired striping pattern in sections that existing striping is not present.

ITEM 63501 TEMPORARY TRAFFIC CONTROL

All temporary traffic control measures shall be installed and maintained according to the most current mutcd edition, fp-14 section 653, and all other requirements in this contract. At minimum, install traffic control signs listed on sheet 5 of these drawings. Temporary traffic control devices shall not be installed on existing sign posts, and to the extent possible shall not obstruct visibility of existing signs. Additional traffic control measures may be necessary, and are the responsibility of the contractor. Deviations from the required minimum traffic control plan shall be proposed by the contractor and approved in writing by the forest service prior to implementation. Portions of road 42 provide access to private property. When reasonably possible, and safe to do so; the Contractor shall work with private property owners to allow access to their property. The Forest Service will communicate estimated schedules and changes in schedule to affected private property owners, and exchange direct contact information between the contractor and landowners to facilitate access.

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 8

CONSTRUCTION NOTES

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OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 9

ROAD 42 ROADWAY TYPICALS

FULL DEPTH RECLAMATION ROADWAY TYPICAL

1" = 2.5'

24' FINISHED ASPHALT SURFACE WIDTH

3" DEPTH AC

(ITEM 40301)

CROSS SLOPE

3% CROWN ON TANGENT SEGMENTS

MATCH EXISTING SUPERELEVATION ON CURVED SEGMENTS

FULL DEPTH RECLAMATION

(ITEM 30501 A & B)

SEE TABLE "9A" FOR DEPTH

EXISTING

RESTORE DITCH TO ORIGINAL

DIMENSIONS. BOTH SIDES

WHERE APPLICABLE.

(ITEM 20429 & 30301)

EXISTING BASE/ SUBGRADE

CONSTRUCT MINIMUM 6" WIDE SHOULDER WITH

CRUSHED AGGREGATE (ITEM 30202A MATERIAL),

BOTH SIDES

CONSTRUCT 1' WIDTH WHERE POSSIBLE

INCIDENTAL TO ITEM 30202A

TABLE 9A

FULL DEPTH RECLAMATION DEPTH

ITEM 30501

MILE

POST

0.0 to 3.0

DEPTH

8"

3.0 to 5.5 8"

ROADWAY REPAIR TYPICAL

1" = 2.5'

EXCAVATE EXISTING ROADBED 1' - 8" DEPTH (ITEM 20409)

WASTE ALL EXCAVATED MATERIAL (ITEM 20429)

IMPORT BASE MATERIAL (ITEM 30202B)

24' FINISHED ASPHALT SURFACE WIDTH

3" DEPTH AC

(ITEM 40301)

CROSS SLOPE

3% CROWN ON TANGENT SEGMENTS

MATCH EXISTING SUPERELEVATION ON CURVED SEGMENTS

EXISTING

RESTORE DITCH TO ORIGINAL

DIMENSIONS. BOTH SIDES

WHERE APPLICABLE.

(ITEM 20429 & 30301)

CONSTRUCT MINIMUM 6" WIDE SHOULDER WITH

CRUSHED AGGREGATE (ITEM 30202A MATERIAL),

BOTH SIDES

CONSTRUCT 1' WIDTH WHERE POSSIBLE

INCIDENTAL TO ITEM 30202A

NOTE:

1) EXISTING PAVED ROAD SURFACE WIDTH VARIES SLIGHTLY

(AVERAGE 24' WIDE).

2) EXISTING ASPHALT AND BASE AGGREGATE DEPTHS NOT

SPECIFICALLY KNOWN. SEE FIELD CORE LOGS FOR ESTIMATES.

PRIME COAT

(ITEM 41102)

PRIME COAT

(ITEM 41102)

30501A

30501A

ITEM

OPTION 2

OPTION #

OPTION 1

5.5 to 7.25 10"30501BOPTION 1

7.25 to 9.75 10"30501BBASE

NOTE:

SPECIFIC LOCATIONS THAT ROADWAY REPAIR

TYPICAL APPLY ARE TO BE DETERMINED.

LOCATIONS MAY BE IDENTIFIED PRIOR TO OR

DURING FULL DEPTH RECLAMATION OPERATIONS,

AND STAKED BY THE FOREST SERVICE. MINIMUM

DIMENSIONS OF INDIVIDUAL AREAS WILL BE AT

LEAST 12 ROAD WIDTH AND 50' LONG.

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TYPICAL CATTLE GUARD INSTALLATION PLAN VIEW

N.T.S.

20' APPROACH FILL PROTECTION

KEYED RIPRAP TYPICAL ALL SIDES

2'

90° TO ROAD ALIGNMENT

INSTALL TYPE 2

OBJECT MARKERS ALL 4 CORNERS

20'

2'

TYPICAL CATTLE GUARD INSTALLATION X-SEC VIEW

N.T.S.

ROAD SHOULDER

RE-ATTACH EXISTING RANGE FENCE

WITH SIMILAR MATERIAL AND

CONSTRUCTION METHODS

CATTLE GUARD FOUNDATION

TYPICAL CATTLE GUARD INSTALLATION PROFILE VIEW

N.T.S.

STRUCTURE WIDTH

VARIES AND MAY INCLUDE

MULTIPLE UNITS

2' 2'

4'

2' WIDE SHOULDER WITHIN 20'

APPROACH FILL SEGMENT. KEYED

RIPRAP WITH 4" MIN.

DEPTH AGGREGATE SURFACE

MATCH ROAD CROSS SLOPE

3' MIN. EMBEDMENT

SET AT FINISHED ROAD

ELEVATION

MATCH ROAD GRADE

4'

6" DEPTH CRUSHED

AGGREGATE

6" DEPTH CRUSHED AGGREGATE

20"

CLEARANCE

CATTLE GUARD

FOUNDATION

SEE SHEET 11

SET FOUNDATION TOP AT ELEVATION

EQUAL TO BOTTOM OF CATTLE GUARD

SURFACE GRID

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 10

CATTLE GUARD INSTALLATION

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CATTLE GUARD FOUNDATION DETAIL X-SECTION VIEW

CATTLE GUARD FOUNDATION DETAIL ELEVATION VIEW

N.T.S.

CATTLE GUARD FOUNDATION DETAIL PLAN VIEW

N.T.S.

8"

1' - 8"

6"

2' - 0"

STEP HEIGHT VARIES BASED

ON CATTLE GUARD DECK

(SEE INSTALLATION DRAWING)

TOTAL HEIGHT VARIES BASED ON STEP HEIGHT

VERIFY EXISTING OR PROPOSED CATTLE GUARD

DECK DIMENSIONS PRIOR TO FABRICATION OR

ORDERING CATTLE GUARD FOUNDATION

3" REBAR COVER (TYP.)

4" 4"

4" X 12" ANCHOR

BOLT W/ 2"

PROJECTION

4"

8"

LENGTH OF FOUNDATION VARIES

MATCH WITH LENGTH OF EXISTING OR

PROPOSED CATTLE GUARD DECK

LENGTH/ 5 LENGTH/ 5

℄ FOUNDATION UNIT

ANCHOR

BOLT

ANCHOR

BOLT

ANCHOR

BOLT

RECESSED

LIFT

POINT

2' - 0"

4"

8" 8"

4"

RECESSED

LIFT

POINT

4" X 12" ANCHOR BOLTS W/ 2" PROJECTION

ADJUST AS NECESSARY TO ACCOMMODATE CATTLE GUARD GRID

RECESSED LIFT POINT RECESSED LIFT POINT

CONTINUOUS

HORIZONTAL

BARS (TYP.)

VERTICAL

BARS @ 18"

MAX. SPACING

(TYP.)

GENERAL NOTES

COMPONENT VERIFICATION: ALL CATTLE GUARD FOUNDATION COMPONENTS SHALL BE REVIEWED FOR COMPATIBILITY WITH EXISTING AND PROPOSED CATTLE GUARD DECK COMPONENTS AND COMPATIBILITY WITH FIELD INSTALLATION

CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR ORDERING COMPONENTS.

SPECIFICATIONS: STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14

MATERIALS: CONCRETE SHALL MEET SECTION 601. PINS AND REINFORCING STEEL SHALL MEET AASHTO M31, GRADE 60. ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED TO MEET AASHTO M111

FABRICATION: CONSTRUCT FOUNDATIONS IN ACCORDANCE WITH SECTION 601 & 619.

INSPECTION AND CERTIFICATION:PROVIDE SHOP DRAWINGS, ENGINEERING CALCULATIONS, AND OTHER NECESSARY INFORMATION PRIOR TO FABRICATION OR ORDERING FOUNDATION COMPONENTS. FURNISH COMPLIANCE CERTIFICATES AND TEST RESULTS CALLED FOR IN THE

SPECIFICATIONS UPON DELIVERY OF CATTLE GUARD AND FOUNDATION COMPONENTS.

VARIATION: VARIATIONS OR CHANGES OF THIS CATTLE GUARD FOUNDATION DESIGN, INCLUDING SUBSTITUTION OF COMMERCIALLY AVAILABLE COMPONENTS, MAY BE ALLOWED FOLLOWING REVIEW AND APPROVAL BY THE FOREST SERVICE.

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 11

PRE-CAST CONCRETE CATTLE

GUARD FOUNDATION

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GRUBBING LIMIT

REMOVE ALL VEGETATION

AND GRUB STUMPS FROM ROAD

SHOULDER TO BACK OF DITCH

CUT TO GROUND OR LIMB

ALL VEGETATION WITHIN,

OR EXTENDING INTO THE

ROADWAY, AND WITHIN

CLEARING LIMIT TO A

HEIGHT OF 14' ABOVE

ROADWAY ACCORDING TO

SECTION 201

3' 3'

CLEARING LIMIT

3' BEYOND ROAD

SHOULDER AND BACK

OF DITCH

ROAD 42 & ROAD 4215 CLEARING TYPICAL

ITEM 20103 A&B, N.T.S.

NOTES

1 SPECIFIC SLASH PILE LOCATIONS SHALL BE PROPOSED BY THE CONTRACTOR, AND AGREED TO

BY THE FOREST SERVICE.

2 MINOR CLEARING MAY BE REQUIRED TO DEVELOP SUITABLE SLASH PILE LOCATIONS.

3 ANY TREES GREATER THAN 8" DIAMETER REMOVED DURING CLEARING OPERATIONS SHALL BE

LIMBED AND DECKED IN LOCATIONS STAKED BY THE FOREST SERVICE.

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 12

DETAILS

TYPICAL JUNCTION ROAD DETAIL PLAN VIEW

N.T.S.

TYPICAL JUNCTION ROAD DETAIL SECION A - A'

VERTICAL SCALE EXAGGERATED

A'

A

RO

AD

INTERSECTING ROAD (TYP.)

CONSTRUCT SMOOTH TRANSITION

MATCHING EXISTING DIMENSIONS OF

INTERSECTING ROAD

(ITEM 30202B)

TRANSITION LENGTH AS NEEDED TO

PROVIDE FUNCTIONAL INTERSECTION

WITH 42 ROAD

RECONSTRUCTED ROAD 42 SURFACE

EXISTING INTERSECTING ROAD GRADE

PROPOSED FINISHED

INTERSECTING ROAD SURFACE

TRANSITION DIST

ANCE VA

RIES

CONSTRUCT

FUNCTIONAL TRANSITION EQUAL TO OR

BETTER T

HAN THE EX

ISTING JUN

CTION

PRIO

R TO THIS PR

OJECT

NOTES:

1) INTERSECTING ROADS VARY IN WIDTH AND

EXISTING SURFACE.

2) RECONSTRUCT JUNCTIONS TO PROVIDE A

SMOOTH TRANSITION AND TO PROTECT THE

RECONSTRUCTED 42 ROAD

INFRASTRUCTURE.

ITEM 30202B

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OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 13

BRIDGE DETAILS

BRIDGE SURFACE RECONSTRUCTION DETAILS PLAN VIEW

N.T.S.

BRIDGE SURFACE RECONSTRUCTION DETAILS PROFILE VIEW

N.T.S.

REMOVE EXISTING ASPHALT FROM

BRIDGE DECK TO EXISTING CONCRETE

DECK (ITEM 20304)3'

EXISTING GUARD RAIL TO REMAIN

UNCHANGED. MINIMIZE DISTURBANCE

OF EXISTING MATERIAL WITHIN 3' OF

EXISTING GUARD RAIL COMPONENTS

EXCEPT MINOR WORK REQUIRED TO

MATCH RECONSTRUCTED BRIDGE

SURFACE PROFILE AND ACCORDING TO

CROSS SECTION ON THIS SHEET.

(TYP.)

REMOVE EXISTING ASPHALT FROM

BRIDGE DECK TO EXISTING CONCRETE

DECK (ITEM 20304)

DEPTH OF EXISTING ASPHALT UNKNOWN

EXISTING BRIDGE

ITEM 40301

CONSTRUCT CROWN

(SEE TABLE "13A" FOR DEPTHS)

TRANSITION ROAD GRADE TO MATCH

RESURFACED BRIDGE

APPROACH GRADE BEYOND EXISTING

APPROACH RAILS (MINIMUM 50')

FULL DEPTH RECLAMATION AND ASSOCIATED ITEMS, UP TO BRIDGE (TYP.)

FULL DEPTH RECLAMATION

AND ASSOCIATED ITEMS, UP

TO BRIDGE (TYP.)

EXISTING GUARD RAIL

APPROACH RAIL X-SEC VIEW

N.T.S.

1' - 9" FINISHED SHOULDER PROFILE

FROM CENTERLINE OF EXISTING

GUARD RAIL

3'

MINIMAL DISTURBANCE TO MAINTAIN

EXISTING GUARD RAIL STRUCTURE

TABLE 13A

ITEM 40301

THICKNESS ON BRIDGE DECKS

THICKNESS

AT

CENTERLINE

UPPER NORTH FORK

CROOKED @ MP 4.75

BRIDGE

THICKNESS

AT

EDGE

NORTH FORK

CROOKED @ MP 9.7

3" 1.5"

4.75" 2"

SEE SHEET 3 & 4 FOR BRIDGE LOCATIONS

3'

1' - 9"

GENERAL NOTES

1) Bridge surface rehabilitation activities and roadway rehabilitation activities shall not cause any damage to existing bridge components.

2) Bridge surface rehabilitation activities shall not commence until an approved written bridge surface rehabilitation plan is accepted by the Forest Service.

Include proposed construction equipment for evaluation of bridge loading in the bridge surface rehabilitation plan.

3) Scarify existing concrete bridge deck to promote asphalt adhesion (maximum 1 4" depth), and apply tack oil prior to placing asphalt surface.

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DOUBLE LANE CROSS SECTION VIEW

SINGLE LANE CROSS SECTION VIEW

N.T.S.

PROFILE VIEW

N.T.S.

2 EXISTING ROAD SURFACE WIDTH

TEMPORARY RAISED

PAVEMENT MARKERS

(INCIDENTAL TO ITEM 41801A)

1.5" COMPACTED DEPTH

ASPHALT (ITEM 41801A)

TACK OIL

NOTE:

SINGLE LANE OVERLAY MAY OCCUR ON

EITHER SIDE OR CENTERLINE OF ROADWAY.

EXISTING ASPHALT

PROVIDE SMOOTH TRANSITION FROM NEW

ASPHALT TO EXISTING ASPHALT

WIDTH VARIES (APPROXIMATELY 26')

1.5" COMPACTED DEPTH ASPHALT

(ITEM 41801A)

TACK OIL

EXISTING ASPHALT

FULL DEPTH AS STAKED ON THE GROUND10' TAPER 10' TAPER

FULL DEPTH STATION

AS STAKED

FULL DEPTH STATION

AS STAKED

EXISTING GRADE

FOREST ROAD 42

TACK OIL 1.5" COMPACTED DEPTH ASPHALT

(ITEM 41801A)

TEMPORARY RAISED

PAVEMENT MARKERS

(INCIDENTAL TO ITEM 41801A)

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 14

ASPHALT PATCHING

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22' FINISHED SURFACE WIDTH.

MINOR WIDTH VARIATIONS OF EXISTING

ROADWAY. TAPER EDGES AS NEEDED TO

PROVIDE SMOOTH TRANSITION FROM NEW

AGGREGATE SURFACE MATERIAL TO MATCH EXISTING

24' SUBGRADE WIDTH

EXISTING

SHAPE SUBGRADE AND SURFACE AGGREGATE

CROSS SECTION TO 2% CROWN ON TANGENTS.

MATCH EXISTING SUPPERELEVATION

AND TRANSITIONS ON CURVED SEGMENTS

4" DEPTH SURFACE AGGREGATE

(ITEM 30115)

PREPARE SUBGRADE PRIOR

TO SURFACE AGGREGATE PLACEMENT

(ITEM 30311B)

CLEARING

(ITEM 20103B)

SEE SHEET 12

CLEARING

(ITEM 20103B)

SEE SHEET 12

RESTORE DITCH TO ORIGINAL DIMENSIONS

(ITEM 30301B). UTILIZE SUITABLE MATERIAL

IN SUBGRADE RESTORATION. DISPOSE OF

WASTE MATERIAL AT CHUCKWAGON WASTE

AREA (ITEM 20429)

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 15

ROAD 4215 AGGREGATE

ROA 4215 ROAD RECONDITIONING TYPICAL

1" = 2.5'

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LEGEND:

WASTE DISPOSAL AREA LIMITS

TYPICAL CROSS SECTION

WASTE DISPOSAL AREA

NOT TO SCALE

NOT TO SCALE

RD 4210

RD 4210-013

A

A'

WASTE DISPOSAL

AREA LIMITS

CLEARING LIMITS

WASTE DISPOSAL AREA LIMITS

ACCESS

ROAD

ACCESS

ROAD

1:2 FILL

SLOPES

A A'

CLEARING LIMITS

ACCESS

ROAD

SLOPE SURFACE OF

WASTE PILE TO DRAIN

0-3%

EXISTING

CHIP ROCK

STOCKPILE

CHIP

ROCK

CULVERT

DISPOSAL

AREA

DEVELOPMENT PROVISIONS

1. Contractor shall dispose of all industrial waste and other materials used at the site by removal from National Forest land.

2. The unsuitable excavation shall be placed in areas designated by the Forest Service.

Unsuitable material potentially contaminated with noxious weeds and slash shall be disposed of on the quarry floor and covered with remaining unsuitable material.

3. Clearing limits shall be 10 feet beyond disposal area.

4. Road 4210-013 shall remain open to traffic during and after the material source operation. Contractor shall maintain road and re-shape at the conclusion of operations.

5. Unsuitable excavation waste disposal area shall be flagged by the engineer.

6. The slopes of the unsuitable excavation material shall be shaped to drain.

7. Fill slopes shall be left at no steeper than 1 (vertical) to 2 (horizontal). Waste pile height not to exceed 20 feet.

CHUCKWAGON WASTE AREA

T 14S. R 20E. SEC. 14, NW, NW, W.M.

CHUCKWAGON 1B MATERIAL SOURCE

14-20-14-4-4.1

DRAWN & DESIGNED BY: DATE:

CARRIE GORDON FEB. 8, 2017

APPROVED: DATE:

REVISED: DATE: REVISED: DATE:

SHORT-TERM DEVELOPMENT PLAN

OCHOCO NATIONAL FOREST DRAWING NUMBER:

OCHOCO

16BK GAOA ROAD 42

ASPHALT RECLAMATION

1/02/18 N.T.S. 16

CHUCK WAGON WASTE AREA

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