New_Attachment_2_-_Drawings_0004.pdf

PDF 5 MB Posted Jun 4, 2026

Attached to: GAOA SOAP GULCH ROAD Federal contract opportunity
Solicitation number: 140L3626Q0021
Issued by: Department of the Interior Bureau of Land Management

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Written by GovTribe AI · Jun 4, 2026

This is a construction plan and specification document prepared by the United States Department of the Interior, Bureau of Land Management (BLM), Western Montana District, Butte Field Office for the Soap Gulch Road Resurfacing and Reconstruction project in Silver Bow County, Montana. The project involves approximately six miles of road maintenance on BLM Roads #0105 Soap Gulch and #0115 Soap Gulch Spur between Butte and Dillon, Montana. The contractor has 90 calendar days to complete work and must provide notification to the Contracting Officer (COR) at least 10 business days before starting construction. The project includes detailed worklists identifying specific tasks, equipment requirements, and pay items organized by road mile-post (MP) location.

Key construction elements include roadway reconditioning and compaction on approximately 6.3 miles of Road 0105 and 1.4 miles of Road 0115; installation of multiple corrugated metal pipe (CMP) and arch culverts ranging from 18 inches to 46x36 inches; construction of water deflection features including open-top culverts, rolling drain dips, water bars, and rock fill fords; clearing and grubbing operations; riprap installation for erosion control; cattle guard removal and replacement with pre-cast concrete bases; fence construction and removal; kiosk installation; and roadside vegetation management. Road width requirements vary from 14 feet to 12 feet depending on location, with specific compaction placement methods and aggregate surface course specifications. The project allows for phased closures of two separate sections with maximum closure periods of 14 and 7 calendar days respectively, but prohibits simultaneous closure of both sections. All work must comply with local, state, and federal laws, and the contractor is responsible for locating utilities, managing water supply, controlling traffic, and addressing any cultural resources discoveries immediately.

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Other files for this federal contract opportunity

Other files attached to GAOA SOAP GULCH ROAD, newest first.
File	Type	Posted
New_Attachment_1_-_Supplemental_Specs_0004.pdf	PDF	Jun 4, 2026
Sol_140L3626Q0021_Amd_0004.pdf	PDF	Jun 4, 2026
Sol_140L3626Q0021_Amd_0003.pdf	PDF	May 22, 2026
Sol_140L3626Q0021_Amd_0002.pdf	PDF	May 13, 2026
Sol_140L3626Q0021_Amd_0001.pdf	PDF	May 13, 2026
Sol_140L3626Q0021.pdf	PDF	Apr 28, 2026
Attachment_2_-_Drawings.pdf	PDF	Apr 28, 2026
Attachment_3_-_Wage_Determination.pdf	PDF	Apr 28, 2026
Attachment_1_-_Supplemental_Specs.pdf	PDF	Apr 28, 2026

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IDAHO

CANADA

UNITED STATES

SASKATCHEWAN

ALBERTA

BRITISH COLUMBIA

N O

WYOMING

ALT

2 89

191 89

90 90

212 310 87

MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

PROJECT LOCATION

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SOAP GULCH ROAD RE-SURFACING AND RE-CONSTRUCTION

SILVER BOW COUNTY

BUTTE FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO SITE:

FROM THE BUTTE FIELD OFFICE 106 N PARKMONT STREET BUTTE MONTANA 59701. IN

4.3 MILES GET ON I-15 S/I-90 E FROM HARRISON AVE, CONTINUE ON I-15 S TO MOOSE

CREEK RD. TAKE EXIT 99 FROM I-15 S, FOLLOW HWY 91/I-15 FRONTAGE RD 3.6 MILES

TO SOAP GULCH ROAD. PROJECT BEGINS AFTER CROSSING OVER THE INTERSTATE.

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

4. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION.

5. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

CONTRACTING OFFICER WITH ANY DISCREPANCIES.

6. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS.

8. OUTSLOPE ALL VERTICAL SAG CURVES 4% WITH 50FT. TRANSITIONS TO NORMAL

TYPICAL SECTIONS.

9. FOLLOWING FINAL ACCEPTANCE OF THE PROJECT WORK IT WILL BE CONTRACTORS

RESPONSIBILITY TO REMOVE AND DISPOSE OF ALL CONSTRUCTION STAKES.

10. CONTRACTOR SHALL HAVE 90 CALENDAR DAYS TO COMPLETE WORK WITHIN THE

PERIOD OF PERFORMANCE.

11. ROAD 0105 CHANGES WIDTH REQUIREMENTS FROM 14 FT TO 12FT, CONTRACTOR

RESPONSIBLE FOR USE OF APPROPRIATE EQUIPMENT BASED ON WIDTH

REQUIREMENT. UNDERCUTTING TOE OF SLOPE WILL NOT BE PERMITTED.

SUBMITTAL REQUIRED FOR EQUIPMENT.

12. STREAM CULVERT CONSTRUCTION DEWATERING PAID INDIRECT TO 602 PAY ITEMS.

SUBMITTAL REQUIRED FOR DEWATERING PLAN.

13. PROJECT LOCATION DOES NOT PROVIDE A WATER SOURCE FOR CONSTRUCTION.

WATER SUPPLY WILL BE CONTRACTORS RESPONSIBILITY.

14. CULVERT PAY ITEMS 602 TO BE PLACED WITH COMPACTION PLACEMENT 6.

15. PAY ITEM 61903 CATTLE GUARD, MUST HAVE PRE-CAST CONCRETE BASES.

16. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY DAMAGE TO BLM

PROPERTY RESULTING FROM CONSTRUCTION OPERATIONS. ALL DAMAGED

PROPERTY SHALL BE REPAIRED OR REPLACED TO PRE-CONSTRUCTION CONDITION

AT NO COST TO THE GOVERNMENT.

17. THE CONTRACTOR SHALL NOTIFY THE COR 10 BUSINESS DAYS IN ADVANCE BEFORE

STARTING CONSTRUCTION.

FIRST MI. LAST

RECOMMENDED BY:

FIRST MI. LAST

REVIEWED BY:

FIRST MI. LAST

APPROVED BY:

FIRST MI. LAST

PROJECT DESCRIPTION

C O

THIS PROJECT WILL PERFORM ROAD MAINTENANCE ON APPROXIMATELY SIX MILES

ON BLM ROADS #0105 SOAP GULCH AND #0115 SOAP GULCH SPUR BETWEEN BUTTE,

MONTANA AND DILLON, MONTANA.

So ap

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(DESIGNED BY: CLJ DRAWN BY: CLJ CHECKED BY: KM, SC, GS APPROVED BY: XXX

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PROJECT LOCATION

Sheet List Table Sheet Number Sheet Title

1 COVER

2 AREAMAP

3 GENERAL NOTES & ROADWORK SUMMARIES

4 WORKLIST 1 OF 2

5 WORKLIST 2 OF 2

6 ROADWAY & TURNOUT

7 CULVERT TYPICAL

8 OPEN TOP CULVERT

9 ROLLING DRAIN DIP

10 WATER BAR

11 ROCK FILL FORD

12 CLEARING AND GRUBBING

13 RIPRAP FACE

14 CATTLE GUARD

15 BUCK AND POLE FENCE

16 BYPASS GATE, CATTLE GUARD BASES & KIOSK

17 SIGN INSTALLATION

C:\USERS\CONNORJOHNSON\DOI\WESTERN DISTRICT OFFICE - ENGINEERING\_PROJECT\_BUTTE FO\_LINEAR

ASSETS\SOAP GULCH ROAD 0105 L32177\GAOA-25 SOAP GULCH

ROAD\PRECONSTRUCTION\DRAWINGS\06_IMPROVEMENT SHEETS\GENNOTESWORKLIST.DWG

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(DESIGNED BY: CLJ DRAWN BY: CLJ CHECKED BY: KM, SC, GS APPROVED BY: XXX

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NOTE:

CLOSURE ONE MAY BE CLOSED UP TO 14 CALENDAR DAYS.

CLOSURE TWO MAY BE CLOSED UP TO SEVEN CALENDAR DAYS.

GIVE WRITTEN NOTICE TO CO AT LEAST 10 CALENDAR DAYS IN ADVANCE.

CONTRACTOR MAY NOT CLOSE BOTH SECTIONS AT ONCE.

DESIGN AS-BUILT CORRUGATED METAL

PIPE

STEEL 2 2/3" X 1/2"

CORRUGATION

ROAD MP LENGTH

(FT)

MP LENGTH

(FT)

SKEW

ANGLE

DIMATER (IN) THICKNESS

(IN)

INSTALL TYPE CATCH BASIN

CONSTRUCTION

(Y/N)

C:\USERS\CONNORJOHNSON\DOI\WESTERN DISTRICT OFFICE - ENGINEERING\_PROJECT\_BUTTE FO\_LINEAR

ASSETS\SOAP GULCH ROAD 0105 L32177\GAOA-25 SOAP GULCH

ROAD\PRECONSTRUCTION\DRAWINGS\06_IMPROVEMENT SHEETS\GENNOTESWORKLIST.DWG

PUBLIC SAFETY & TRAFFIC CONTROL NOTES

1. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE PROTECTION OF THE

PUBLIC AND SAFE GUARDING OF WORK.

2. PLACE ROAD ROAD CONSTUCTION SIGNAGE BEFORE AND AFTER THE AREA OF WORK AND

OR DESIGNATED LOCATIONS IN ACCORDANCE WITH FHWA FP-14 SPECIFICATION SECTIONS

635.04, 635.05, & 635.07. MAINTAIN THE LOCATIONS, CONDITION, OPERATION AND

EFFECTIVENESS OF ALL TRAFFIC CONTROL DEVICES UNTIL NO LONGER NEEDED. REMOVE

ALL TRAFFIC CONTROL DEVICES UPON PROJECT COMPLETION.

3. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION WARNING INFORMATION AND DELAY

SIGNAGE. PER SPECIFICATION 156 & 635.

SITE LAYOUT NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL PROPOSED

FENCES, SIGN POSTS AND GATES.

2 THE LAYOUT OF SITE AMENITIES, KIOSK, BARRIER ROCK OR FENCES MUST BE APPROVED BY

THE COR PRIOR TO INSTALLATION.

GRADING & DRAINAGE NOTES

1. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT ALL LOCATIONS.

2. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT ELEVATIONS.

3. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO COMMENCING CONSTRUCTION.

4. REFER TO THE EARTHWORK SECTION OF THE SPECIFICATIONS FOR BACKFILL AND GRADING

PROCEDURES.

5. EXCESS MATERIALS SHALL NOT BE REMOVED FROM THE SITE UNLESS DIRECTED BY THE

GOVERNMENT. SEE EARTHWORK SPECIFICATIONS FOR DETAILS

6. ANY WORK OUTSIDE THE EXISTING CUT AND FILL MUST BE APPROVED BY THE COR AND

ENSURED THAT IT IS CLEARED OF ANY CULTURAL VALUES. THIS INCLUDES ANY ADDITIONAL

TURNOUTS OR SWITCHBACK WIDENING NOT ALREADY INCLUDED IN THE WORKLIST.

7. ALL SUBGRADE MUST BE APPROVED PRIOR TO ANY SURFACING.

8. ALL CULVERTS AND DIPS TO BE INSTALLED AFTER ANY WIDENING OR NARROWING WORK

AND PRIOR TO ANY SURFACING.

9. ALL 302 PAY ITEMS ARE COMPACTED IN PLACE QUANTITIES.

ROADWAY & TRAIL NOTES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY UTILITIES AND STAY WITHIN EXISTING EASEMENTS. EXISTING WORK

IDENTIFIED IN WORKLIST IS WITHIN BLM EASEMENTS AND AGREEMENTS. CONTRACTOR IS RESPONSIBLE TO PROTECT GOVERNMENT AND

PRIVATE PROPERTY WITHIN THE PROJECT AREA FROM DAMAGE.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND ADJUST MOISTURE CONTENT OR FOR TIMING OPERATIONS FOR NATURAL MOISTURE CONDITIONS; AND SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED. INCLUDING HAULING

WATER FOR COMPACTION IF NECESSARY.

3. GOVERNMENT WILL STAKE WORKLIST ITEMS AND PAY ITEM 602s CULVERT & 25501 WELDED WIRE WALL INSTALLATION SURVEY STAKES. ALL CULVERT LENGTHS PROVIDED ARE ESTIMATES. ALL CULVERT TO BE PLACED WITH COMPACTION PLACEMENT 6.

DEMOLITION NOTES

1. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

2. EXCAVATION AND FINISH GRADE AREAS, TO BE COVERED BY EMBANKMENTS, SHALL BE

THOROUGHLY CLEARED AND STRIPPED OF VEGETATIVE MATTER, BRUSH, TREES, STUMPS,

ROOTS, AND ROCK AS INDICATED ON THE PLAN. CLEARING AND GRUBBING MATERIAL SHALL

BE USED FOR REHAB OR PILED IN DESIGNATED AREAS IDENTIFIED ON THE PLAN OR ON SITE

PER THE GOVERNMENTS DIRECTIONS.

3. EXCAVATION MATERIAL NOT USED FOR THE CONSTRUCTION OF EMBANKMENTS SHALL BE

WASTED IN DESIGNATED WASTE AREA(S) AS DIRECTED BY GOVERNMENT. WASTE MATERIAL

SHALL BE SHAPED AND BLENDED INTO THE SURROUNDING TERRAIN AND SHALL NOT

EXCEED 3:1 SLOPES UNLESS OTHERWISE SPECIFIED BY THE GOVERNMENT. ALL WASTE

PAID INDIRECT TO 204 PAYITEMS. WASTE SITE WILL BE WITHIN 1 MILE FROM COLLECTION

SITE.

4. CONTRACTOR TO SEPARATE ANY SALVAGEABLE TOPSOIL AND USE MATERIAL TO CAP

WASTE SITE DURING EXCAVATION AND CLEARING.

5. CARE SHOULD BE TAKEN IN ALL EXCAVATION DUE TO POSSIBLE EXISTENCE OF

UNRECORDED CULTURAL VALUES. IF IN CONNECTION WITH OPERATIONS UNDER THIS

CONTRACT THE BLM, CONTRACTOR, SUBCONTRACTORS, OR THE EMPLOYEES, DISCOVERS,

ENCOUNTERS, OR BECOMES AWARE OF ANY OBJECTS OR SITES OF CULTURAL VALUE IN

THE CONTRACT AREA; SUCH AS HISTORICAL OR PREHISTORIC RUINS, GRAVES OR GRAVE

MARKERS, FOSSILS, OR ARTIFACTS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND ALL

OPERATIONS IN THE VICINITY OF THE CULTURAL VALUE AND SHALL NOTIFY THE

CONTRACTING OFFICER AND COR OF THE FINDINGS. OPERATIONS MAY RESUME AT THE

DISCOVERY SITE UPON RECEIPT OF WRITTEN INSTRUCTIONS AND AUTHORIZATION BY THE

CONTRACTING OFFICER.

6. PAYITEM 20203 ROADSIDE BRUSHING SHALL HAVE DISPOSAL METHOD PER 203.05 ( g ) CHIPPING AND/OR ( a ) REMOVAL OFFISITE AND/OR (f) SCATTERING. DESIGNATED LOCATION

SHALL BE WITHIN 2 MILES.

7. PAYITEM 20207 INDIVIDUAL TREE REMOVAL SHALL HAVE DISPOSAL METHOD FOR TOPS AND

LIMBS PER 203.05 ( g ) CHIPPING, ( a ) REMOVAL OFFSITE AND/OR ( f ) SCATTERING IN

DESIGNATED AREAS. DESIGNATED LOCATIONS TO BE WITHIN PROJECT LIMITS. STUMPS

SHALL BE PER 203.05 ( j ). FOR LOGS DISPOSAL METHOD (i) DECKING AND/OR (a) REMOVAL

OFFSITE. REMOVAL TO DESIGNATED LOCATION LOCATION SHALL BE WITHIN PROJECT

LIMITS.

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(DESIGNED BY: CLJ DRAWN BY: CLJ CHECKED BY: KM, SC, GS APPROVED BY: XXX

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CULVERT LISTING:

ROAD WORK

SUMMARY

AutoCAD SHX Text Sum of Contract Qty

AutoCAD SHX Text Road

AutoCAD SHX Text PayItemNo#

AutoCAD SHX Text Description

AutoCAD SHX Text

UOM

AutoCAD SHX Text

AutoCAD SHX Text Total

AutoCAD SHX Text 15101

AutoCAD SHX Text Mobilization

AutoCAD SHX Text Each

AutoCAD SHX Text 1.00

AutoCAD SHX Text 20204

AutoCAD SHX Text Selective Clearing and Grubbing, disposal method a,f,g

AutoCAD SHX Text Mile

AutoCAD SHX Text 3.56

AutoCAD SHX Text 20207

AutoCAD SHX Text Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j)

AutoCAD SHX Text Each

AutoCAD SHX Text 18.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 19.00

AutoCAD SHX Text 20209

AutoCAD SHX Text Roadside Brushing, disposal method a,f,g

AutoCAD SHX Text Mile

AutoCAD SHX Text 2.09

AutoCAD SHX Text 20302A

AutoCAD SHX Text Removal of Minor Culvert, Disposal Method A

AutoCAD SHX Text Each

AutoCAD SHX Text 9.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 10.00

AutoCAD SHX Text 20402A

AutoCAD SHX Text Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F

AutoCAD SHX Text Feet

AutoCAD SHX Text 500.00

AutoCAD SHX Text 20402B

AutoCAD SHX Text Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D

AutoCAD SHX Text Mile

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.54

AutoCAD SHX Text 20424A

AutoCAD SHX Text Drainage Excavation, type Construct Ditch

AutoCAD SHX Text Foot

AutoCAD SHX Text 525.00

AutoCAD SHX Text 100.00

AutoCAD SHX Text 625.00

AutoCAD SHX Text 20425A

AutoCAD SHX Text Drainage Excavation, type Construct Drain Dip

AutoCAD SHX Text Each

AutoCAD SHX Text 5.00

AutoCAD SHX Text 1.00

AutoCAD SHX Text 6.00

AutoCAD SHX Text 20425B

AutoCAD SHX Text Drainage Excavation, type Reshape Drain Dip

AutoCAD SHX Text Each

AutoCAD SHX Text 3.00

AutoCAD SHX Text 20425C

AutoCAD SHX Text Drainage Excavation, type Construct Catch basin

AutoCAD SHX Text Each

AutoCAD SHX Text 3.00

AutoCAD SHX Text 20425D

AutoCAD SHX Text Drainage Excavation, type Construct Rock Ford Dip

AutoCAD SHX Text Each

AutoCAD SHX Text 2.00

AutoCAD SHX Text 20425E

AutoCAD SHX Text Drainage Excavation, Type Surface Water Defelctor-Water Bar

AutoCAD SHX Text Each

AutoCAD SHX Text 1.00

AutoCAD SHX Text 20405

AutoCAD SHX Text Class 1 riprap fill slope stabalization/install. 150 Linear feet by 18 inches deep. Placment/slope will be field fit.

AutoCAD SHX Text Cubic Yard

AutoCAD SHX Text 95.00

AutoCAD SHX Text 30207

AutoCAD SHX Text Aggregate surface course, Placement Method 2

AutoCAD SHX Text Cubic Yard

AutoCAD SHX Text 100.00

AutoCAD SHX Text 30315

AutoCAD SHX Text Roadway Reconditioning, Compaction Placement Method 2

AutoCAD SHX Text Mile

AutoCAD SHX Text 6.31

AutoCAD SHX Text 1.40

AutoCAD SHX Text 7.71

AutoCAD SHX Text 30319

AutoCAD SHX Text Construct 4% Outslope for 50' with 25' Tapers

AutoCAD SHX Text Each

AutoCAD SHX Text 6.00

AutoCAD SHX Text 60201A

AutoCAD SHX Text 18 inch pipe culvert, CMP

AutoCAD SHX Text Foot

AutoCAD SHX Text 110.00

AutoCAD SHX Text 60201B

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text Foot

AutoCAD SHX Text 78.00

AutoCAD SHX Text 50.00

AutoCAD SHX Text 128.00

AutoCAD SHX Text 60201D

AutoCAD SHX Text 36 inch pipe culvert, CMP

AutoCAD SHX Text Foot

AutoCAD SHX Text 118.00

AutoCAD SHX Text 60201E

AutoCAD SHX Text 46"x36" inch arch pipe culvert, CMP

AutoCAD SHX Text Foot

AutoCAD SHX Text 168.00

AutoCAD SHX Text 60212A

AutoCAD SHX Text Surface water deflector, Open Top, placement method 6

AutoCAD SHX Text Foot

AutoCAD SHX Text 80.00

AutoCAD SHX Text 28.00

AutoCAD SHX Text 108.00

AutoCAD SHX Text 60708

AutoCAD SHX Text Cleaning culverts in place

AutoCAD SHX Text Each

AutoCAD SHX Text 5.00

AutoCAD SHX Text 60712

AutoCAD SHX Text Cleaning Cattle guard in place, repair or replace wings.

AutoCAD SHX Text Each

AutoCAD SHX Text 2.00

AutoCAD SHX Text 61901A

AutoCAD SHX Text Fence removel, buck and pole disposal method (a).

AutoCAD SHX Text Feet

AutoCAD SHX Text 75.00

AutoCAD SHX Text 61901B

AutoCAD SHX Text Fence construction, buck and pole

AutoCAD SHX Text Feet

AutoCAD SHX Text 80.00

AutoCAD SHX Text 61901C

AutoCAD SHX Text Fence construction, post and rail

AutoCAD SHX Text Feet

AutoCAD SHX Text 30.00

AutoCAD SHX Text 61903

AutoCAD SHX Text Remove and Replace Cattle guard and base, 14' wide with sign package, Disposal method A

AutoCAD SHX Text Each

AutoCAD SHX Text 1.00

AutoCAD SHX Text 62201A

AutoCAD SHX Text Rental Equipment, Hydraulic Excavator or equivalent

AutoCAD SHX Text Hour

AutoCAD SHX Text 35.00

AutoCAD SHX Text 62201B

AutoCAD SHX Text Rental Equipment, Dump Truck

AutoCAD SHX Text Hour

AutoCAD SHX Text 10.00

AutoCAD SHX Text 62201C

AutoCAD SHX Text Rental Equipment, Grader or equivalent

AutoCAD SHX Text Hour

AutoCAD SHX Text 18.00

AutoCAD SHX Text 4.00

AutoCAD SHX Text 22.00

AutoCAD SHX Text 62201D

AutoCAD SHX Text Rental Equipment, Road Roller or equivalent

AutoCAD SHX Text Hour

AutoCAD SHX Text 12.00

AutoCAD SHX Text 63301

AutoCAD SHX Text Sign Package, Cattle guard

AutoCAD SHX Text Each

AutoCAD SHX Text 2.00

AutoCAD SHX Text 64601

AutoCAD SHX Text Removal of Kiosk, disposal method A. Install New government furnished Kiosk.

AutoCAD SHX Text Each

AutoCAD SHX Text 1.00

AutoCAD SHX Text

AutoCAD SHX Text 3.00

AutoCAD SHX Text

AutoCAD SHX Text 18 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text New Install

AutoCAD SHX Text 3.04

AutoCAD SHX Text

AutoCAD SHX Text 18 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 3.64

AutoCAD SHX Text

AutoCAD SHX Text 46x36 inch arch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text New Install

AutoCAD SHX Text 4.25

AutoCAD SHX Text

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text

AutoCAD SHX Text Remove & Dispose

AutoCAD SHX Text 4.26

AutoCAD SHX Text

AutoCAD SHX Text 36 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text New Install

AutoCAD SHX Text 4.34

AutoCAD SHX Text

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 4.66

AutoCAD SHX Text

AutoCAD SHX Text 46x36 inch arch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 4.91

AutoCAD SHX Text

AutoCAD SHX Text 46x36 inch arch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 4.96

AutoCAD SHX Text

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 5.03

AutoCAD SHX Text

AutoCAD SHX Text 46x36 inch arch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 5.19

AutoCAD SHX Text

AutoCAD SHX Text 18 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text New Install

AutoCAD SHX Text 6.55

AutoCAD SHX Text

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text 6.82

AutoCAD SHX Text

AutoCAD SHX Text 36 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

AutoCAD SHX Text

AutoCAD SHX Text 0.35

AutoCAD SHX Text

AutoCAD SHX Text 24 inch pipe culvert, CMP

AutoCAD SHX Text 14 ga

AutoCAD SHX Text Remove & Install

BMP EMP

Pay Item No#

Description Notes UOM Total

Road 0105

1.0 7.31 30315 Roadway Reconditioning, Compaction Placement Method 2 Roadway Reconditioning, Compaction

Placement Method 2 Mile 6.3

1.5 62201C Rental Equipment, Grader or equivalent Maintain Bypass/Remove Burm Hour 0.5

1.51 60712 Cleaning Cattle guard in place, repair or replace wingwalls. Clean Cattle guard in place, repair or replace wingwalls. Each 1

1.51 63301 Sign Package, Cattle guard Install sign package for cattle guard Each 1

1.52 30207 Aggregate surface course, Placement Method 2 Place/compact 5 CY of fill to turn out. Cubic Yard 5

1.52 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout left. Feet 50

1.75 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout right. Feet 50

1.75 62201A Rental Equipment, Hydraulic Excavator or equivalent Waste material at previous turn out. Hour 0.5

1.75 62201B Rental Equipment, Dump Truck Waste material at previous turn out. Hour 1

1.82 3.8 20209 Roadside Brushing, disposal method a,f,g Clear vegetation 3 feet from edge of road. Mile 1.98

1.97 30207 Aggregate surface course, Placement Method 2 Place/compact 5 CY of fill to turn out. Cubic Yard 5

1.97 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout left. Feet 50

2.09 20425C Drainage Excavation, type Construct Catch basin Construct catch basin. Each 1

2.09 62201C Rental Equipment, Grader or equivalent Waste material on road as directed by government Hour 0.5

2.16 30207 Aggregate surface course, Placement Method 2 Place/compact 10 CY of gravel for turn out.

Cubic Yard 10

2.16 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout left. Feet 50

2.18 62201A Rental Equipment, Hydraulic Excavator or equivalent Reshape fill slope. Hour 1

2.21 62201C Rental Equipment, Grader or equivalent Reduce road outslopeon curve to 2-4% Hour 1

2.31 62201C Rental Equipment, Grader or equivalent Blade parking lot left. Hour 1

2.43 60708 Cleaning culverts in place Clean culvert in place Each 1

2.463 64601 Removal of Kiosk, disposal method A. Install New government furnished Kiosk.

Remove and dispose of existing kiosk.

Install new government furnished

Kiosk Each 1

2.55 30207 Aggregate surface course, Placement Method 2 Place/compact 5 CY of gravel to turnout.

Cubic Yard 5

2.55 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout right. Feet 50

2.64 62201A Rental Equipment, Hydraulic Excavator or equivalent Remove debri from roadway/shoulders. Hour 1

2.76 62201C Rental Equipment, Grader or equivalent Develope turn out left. Hour 0.5

2.88 62201A Rental Equipment, Hydraulic Excavator or equivalent Remove excess rocks to maintain road width. Hour 1

2.895 60708 Cleaning culverts in place Clean culvert in place Each 1

2.895 20425C Drainage Excavation, type Construct Catch basin Construct catch basin right. Each 1

2.92 20424A Drainage Excavation, type Construct Ditch Construct ditch to catch basin right. Foot 150

3.0 60708 Cleaning culverts in place Clean culvert in place Each 1

3.0 60201A 18 inch pipe culvert, CMP Install CMP on South Soap Fire Road Foot 22

3.0 62201A Rental Equipment, Hydraulic Excavator or equivalent

Regrade and restore approximately 100 linear feet of the upstream channel to match the existing natural stream alignment and grade leading into the culvert.

Hour 1

3.04 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

BMP EMP

Pay Item No#

Description Notes UOM Total

3.04 20424A Drainage Excavation, type Construct Ditch Contrsuct ditch. Foot 50

3.04 60201A 18 inch pipe culvert, CMP Install CMP Foot 48

3.391 60708 Cleaning culverts in place Clean culvert in place Each 1

3.48 20424A Drainage Excavation, type Construct Ditch Construct ditch. Foot 300

3.547 62201A Rental Equipment, Hydraulic Excavator or equivalent Place large rocks, collected from project site, around parking lot boundary.

Hour 1

3.547 62201C Rental Equipment, Grader or equivalent Blade parking area right. Hour 1

3.601 62201C Rental Equipment, Grader or equivalent Blade parking area right Hour 1

3.64 30207 Roadway excavation, compaction placement method 3, tolerance class D

Build up roadway over/around culvert.

Match existing road grade. Contractor to source material.

Cubic Yard 75

3.64 60201E 46"x36" inch arch pipe culvert, CMP Install 46" x 36" arch CMP. Foot 36

3.64 62201A Rental Equipment, Hydraulic Excavator or equivalent Shape new stream channel for 50ft. Hour 1

3.64 62201A Rental Equipment, Hydraulic Excavator or equivalent Reclaim existing stream channel in accordance with supplemental specs

602.11. As directed by COR

Hour 2

3.794 20424A Drainage Excavation, type Construct Ditch Construct ditch to catch basin Foot 25

3.794 20425C Drainage Excavation, type Construct Catch basin Construct catch basin Each 1

3.8 7.31 20204 Selective Clearing and Grubbing, disposal method a,f,g Trim trees per plans. Don't dig up. Mile 3.56

3.811 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout right Feet 50

3.844 62201A Rental Equipment, Hydraulic Excavator or equivalent Cut slope clean up. Discard material on low spot of the road. Hour 1

3.91 20402B Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D Widen Road to 12ft. Mile 0.01

3.91 62201A Rental Equipment, Hydraulic Excavator or equivalent Rebuild/reshape fill slope. For 70 feet. Hour 3

3.91 62201A Rental Equipment, Hydraulic Excavator or equivalent Place class II riprap at base of fill slope to mitigate stream erosion. 3 CY.

Sourced from project site.

Hour 1

3.91 62201B Rental Equipment, Dump Truck Haul in material, from offsite, to reshape fill slope. 5-10 CY Hour 1

4.079 20425A Drainage Excavation, type Construct Drain Dip Construct dip from onsite material Each 1

4.123 30319 Construct 4% Outslope for 50' with 25' Tapers Construct road outslope Each 1

4.156 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout left Feet 50

4.188 20402B Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D Widen roadway to 12ft, dispose of material on road. Roughly 10 CY of cut.

Mile 0.01

4.25 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

4.263 60201D 36 inch pipe culvert, CMP Install 36" CMP Foot 50

4.263 62201A Rental Equipment, Hydraulic Excavator or equivalent Divert water off West Fork Soap Gulch road (400ft up road). Hour 1

4.263 62201A Rental Equipment, Hydraulic Excavator or equivalent Reshape channel leading to culvert. Hour 2

4.29 30319 Construct 4% Outslope for 50' with 25' Tapers Contrsuct road outslope Each 1

4.33 60708 Cleaning culverts in place Clean culvert in place Each 1

4.336 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

4.336 60201B 24 inch pipe culvert, CMP Install 24" CMP Foot 24

4.35 4.35 30319 Construct 4% Outslope for 50' with 25' Tapers Construct road outslope Each 1

4.45 62201A Rental Equipment, Hydraulic Excavator or equivalent Rebuild fillslope for 20ft. Hour 2

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Description Notes UOM Total

4.45 62201A Rental Equipment, Hydraulic Excavator or equivalent Place class II riprap at base of fill slope to mitigate stream erosion. 3 CY.

Sourced from project site.

Hour 1

4.46 62201A Rental Equipment, Hydraulic Excavator or equivalent Remove & Dispose excess rock Hour 0.5

4.48 20405 Class 1 riprap fill slope stabalization/install. 150 Linear feet by 18 inches deep. Placment/slope will be field fit.

Install per plan dimensions. Slope will be field fit and approved by BLM Eng.

Cubic Yard 95

4.658 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

4.658 60201E 46"x36" inch arch pipe culvert, CMP Install 46" x 36" arch CMP. Foot 40

4.66 62201C Rental Equipment, Grader or equivalent Improve turnout right. Hour 1

4.75 61903 Remove and Replace Cattle guard and base, 14' wide with sign package, Disposal method A Remove and Replace Cattle guard, 14' wide with sign package Each 1

4.78 62201C Rental Equipment, Grader or equivalent Improve turnout right Hour 1

4.79 30319 Construct 4% Outslope for 50' with 25' Tapers Construct road outslope. Each 1

4.83 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Remove trees and dispose as directed by government. Each 3

4.86 62201C Rental Equipment, Grader or equivalent Improve turnout right. Hour 1

4.87 20425D Drainage Excavation, type Construct Rock Ford Construct rock ford dip. Each 1

4.91 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

4.91 60201E 46"x36" inch arch pipe culvert, CMP Install 46" x 36" arch CMP Foot 40

4.93 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Remove seven 24+ inch trees. Each 7

4.93 20402B Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D Widen road to 12'. Waste material on curve to reduce outslope. Mile 0.01

4.96 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

4.96 60201B 24 inch pipe culvert, CMP Intsall 24" CMP. Foot 30

4.97 62201A Rental Equipment, Hydraulic Excavator or equivalent Pull material from cut slope. Use as unclassified barrow. Hour 1

5.03 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

5.03 60201E 46"x36" inch arch pipe culvert, CMP Install 46" x 36" arch CMP. Foot 52

5.13 20425A Drainage Excavation, type Construct Drain Dip Construct drain dip. Each 1

5.15 62201A Rental Equipment, Hydraulic Excavator or equivalent Reduce large rocks in roadway for 150 ft, as directed by government. Hour 4

5.15 62201D Rental Equipment, Road Roller or equivalent Reduce large rocks in roadway for 150 ft, as directed by government. Hour 4

5.19 60201A 18 inch pipe culvert, CMP Install 18' CMP. Foot 40

5.28 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout right. Waste material onsite as directed by government. Feet 50

5.35 5.45 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Cut trees. Don't remove root balls.

Dispose as directed by government. Each 4

5.35 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Remove trees and dispose as directed by government. Each 3

5.366 62201A Rental Equipment, Hydraulic Excavator or equivalent Pull left side of road edge into roadway. Hour 1

5.51 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Cut tree. Don't remove root balls.

Dispose as directed by government. Each 1

5.75 20425A Drainage Excavation, type Construct Drain Dip Construct drain dip. Each 1

5.81 62201A Rental Equipment, Hydraulic Excavator or equivalent Remove/dispose of tree. Hour 0.5

5.82 20425D Drainage Excavation, type Construct Rock Ford Dip Construct rock ford dip. Each 1

BMP EMP

Pay Item No#

Description Notes UOM Total

5.86 62201A Rental Equipment, Hydraulic Excavator or equivalent Relocate large rocks as directed by government. Hour 0.5

5.86 62201C Rental Equipment, Grader or equivalent Construct turnout left. Hour 0.5

6.08 62201C Rental Equipment, Grader or equivalent Outslope intersection. Hour 1

6.14 20425A Drainage Excavation, type Construct Drain Dip Contsruct drain dip. Each 1

6.28 30319 Construct 4% Outslope for 50' with 25' Tapers Construct road outslope through curve. Each 1

6.28 20425A Drainage Excavation, type Construct Drain Dip Construct drain dip. Each 1

6.31 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout left. Waste material onsite as direct by government. Feet 50

6.34 6.45 20209 Roadside Brushing, disposal method a,f,g Remove roadside vegetation. Mostly sagebrush Mile 0.11

6.55 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

6.55 60201B 24 inch pipe culvert, CMP Install 24" CMP. Foot 24

6.57 20402A Roadway excavation and embankment turnout,To Widen, compaction placement method 3, tolerance class F Construct turnout right. Feet 50

6.72 30319 Construct 4% Outslope for 50' with 25' Tapers Construct road outslope. Each 1

6.82 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

6.82 60201D 36 inch pipe culvert, CMP Install 36" CMP Foot 68

6.82 61901A Fence removel, buck and pole disposal method (a). Remove & Dispose existing buck and pole fence. Feet 75

6.82 61901B Fence construction, buck and pole Install new Jackleg fence as directed by government. Feet 80

6.82 61901C Fence construction, post and rail Remove/Salvage fence and reinstall after culvert is placed. Feet 30

7 7.31 60212A Surface water deflector, Open Top, placement method 6 Install 4 opentop culverts at locations directed by government. Foot 20

7.31 60712 Cleaning Cattle guard in place, repair or replace wingwalls. Clean Cattle guard in place, repair or replace wingwalls. Each 1

7.31 63301 Sign Package, Cattle guard Install sign package for cattle guard Each 1

0 7.31 15101 Mobilization Mobilization Each 1

Road 0115

0 1.4 30315 Roadway Reconditioning, Compaction Placement Method 2 Roadway Reconditioning, Compaction Placement Method 2 Mile 1.4

0.28 20402B Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D

Widen road to 12ft max. Waste material onsite as directed by government.

Mile 0.01

0.345 62201C Rental Equipment, Grader or equivalent develop turnout left. Hour 0.5

0.348 20302A Removal of Minor Culvert, Disposal Method A Remove/dispose of culvert. Each 1

0.348 60201B 24 inch pipe culvert, CMP Install 24" CMP. Foot 50

0.38 20402B Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class D Widen road to 12ft. Waste material onsite as directed by government. Mile 0.5

0.423 60212A Surface water deflector, Open Top, placement method 6 Install open top culvert. Foot 14

0.654 62201C Rental Equipment, Grader or equivalent install turnout left. Hour 0.5

0.732 60212A Surface water deflector, Open Top, placement method 6 Install open top culvert. Foot 14

0.98 20425A Drainage Excavation, type Construct Drain Dip Construct drain dip. Each 1

1.027 20424A Drainage Excavation, type Construct Ditch Construct ditch to previous drain dip. Foot 100

1.027 62201C Rental Equipment, Grader or equivalent Reduce curve outslope. Hour 1

1.027 62201C Rental Equipment, Grader or equivalent develop turn out left. Hour 0.5

1.058 20207 Removal of Individual Trees, disposal method: Logs (i), Limbs/tops (a,f,g), Stumps (j) Remove individual tree. Each 1

1.12 62201C Rental Equipment, Grader or equivalent develop turnout left. Hour 0.5

1.195 20425B Drainage Excavation, type Reshape Drain Dip Reshape water bar/dip. Each 1

1.199 62201C Rental Equipment, Grader or equivalent develop turn out left. Hour 1

1.24 60212C Surface water deflector, Earthen, placement method 6 Construct native material water bar, use material from road side. Foot 1

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ROADWAY SECTIONS

ROAD SECTION ROAD WIDTH SECTIONS

ROAD 0105 MP 1.0-3.91 14 FT MIN A,B,C,E

ROAD 0105 MP 3.91-7.31 12 FT MIN B,C,D,E

ROAD 0115 MP 1.0-1.43 12 FT MIN C,E

MIN ROADWAY

SUBGRADE [1]

ROADWAY SECTION NOTES

[1] CONTRACTOR TO PREPARE NATIVE SUBGRADE PER

FHA FP-14 SPEC SECTION 204.11.

[2] IF SPECIFIED IN PAYITEMS: CONTRACTOR TO

CONSTRUCT 6 IN AGGREGATE SURFACE COURSE PER

FHA FP-14 301.

3 CONTRACTOR TO CONSTRUCT ROAD SIDE DRAINAGE

DITCHES PER FHA FP-14 SPEC SEC 204.12. DITCH

DIMENSIONS PER PLAN. DITCH DEPTH INCREASED 0.5

FT IF STABILIZED SURFACE COURSE NOT EXERCISED.

4 CUT SLOPE MAY BE STEEPENED WHEN PARENT

MATERIAL STABLE, AS AGREED BY THE COR.

NOTES: WHERE FILL SLOPE IS STEEPER THAN 1:1 PULL

SHOULDER TO REDUCE WIDTH TO MINIMUM ROAD

WIDTH. ALL SHOULDER AND BERM MATERIAL TO BE

PULLED INTO ROAD SORTED AND INCORPORATED. ALL

TURNOUT MATERIAL IS CONSIDERED AS UNCLASSIFIED

BARROW.

NOTE: EXISTING DITCHES TO BE CLEANED IN

ACCORDANCE WITH ROADWAY RECONDITIONING.

DITCHES ARE SPORADIC THROUGHOUT ROAD 0105.

NOTE: MAINTAIN INSLOPE/OUTSLOPE CONFIGURATION.

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. [6]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

SUBGRADE [1]

MIN ROADWAY

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

IN-SITU

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

FINISHED GRADE

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

TYPICAL ROADWAY SECTION

SINGLE LANE

N.T.S.

TYPICAL ROADWAY SECTION

SINGLE LANE

N.T.S.

TYPICAL ROADWAY SECTION

SINGLE LANE WITHOUT DITCH

N.T.S.C

12 FT MIN ROADWAY

DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. [6]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

MIN ROADWAY

1' TY

TYP.' DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. TYP.

EXISTING GRADE

FINISHED GRADE

IN-SITU

SUBGRADE

DITCH

TYP.

12' TYPICAL ROADWAY SECTION

WITH DITCH

N.T.S. NOTE: 12' + DITCH = 14' ROADWAY

TYPICAL ROADWAY SECTION

SINGLE LANE

N.T.S.

MIN ROADWAY

EXISTING DITCH

IN-SITU

20' TYPICAL CROWN (TURNPIKE) SECTION

TWO LANE

N.T.S.F

DAYLIGHT TO EXISTING GRADE DAYLIGHT TO EXISTING GRADE

1 12 : 1

1 1 2 : 1

1 12 : 1 1

2 :

MIN

: 1

1 12 : 1 MIN

2 :

MIN

1 12 : 1

2 :

1 2 :

1 12 : 1 MIN

2 :

1 1

2 : 1 MIN

AGGREGATE SURFACE COURSE [2]

2 :

MIN ROADWAY

[6]

[6] TURNOUT AREA

STANDARD TURNOUT

LEFT OR RIGHT

LENGTH "L"TAPER

"T"

NORMAL

WIDTH

L = 20' MIN

T = 15' MIN

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TYPICAL INSTALLATION IN STREAM CHANNELTYPICAL DITCH RELIEF INSTALLATION

CULVERT HEADWALL OF HAND PLACED RIPRAP ARMOR

NO SCALENO SCALE

NO SCALE

NOTE: LAY CULVERT ON NATURAL FLOWLINE

CL RD.

RD.LC

NO SCALE

1 1 /2:

1 1 1/2:1

NO SCALE

DITCH BLOCK DETAILS

SECTION A-A

CATCH BASIN WITH DITCH BLOCK TYPICAL SECTION PLAN

NO SCALE

ROCK BUTTRESS AND OUTLET RIPRAP ARMOR DETAIL

TYPICAL INSTALLATION IN EMBANKMENT

B B

NOTE: *DEPTH DIMENSIONS WILL VARY TO CONFORM WITH NATURAL DRAINAGE ELEVATION.

EXCAVATION

EMBANKMENT

1.5 : 1

TYPICAL LEAD OUT DITCH

NO SCALE

CATCH BASIN TYPICAL SECTION PLAN

NOTE: CULVERT GRADE SHOULD BE AT LEAST 2% MORE THAN DITCH GRADE. SKEW CULVERT

AS STAKED. MINIMUM COVER OF 6 IN AT INLET END AND 1 FT WITHIN TRAVELWAY.

RIPRAP ARMOR (CLASS 1&2)

OUTLET FILL SLOPE WHEN

IDENTIFIED IN WORKLIST

RIPRAP ARMOR (CLASS I)

OUTLET DRAIN LINE WHEN

IDENTIFIED IN WORKLIST

RIPRAP ARMOR WHEN

IDENTIFIED IN WORKLIST

NATURAL GROUND

EMBANKMENT

NATURAL

GROUND

TOP OF SUBGRADE

RIPRAP ARMOR WHEN

IDENTIFIED IN

WORKLIST

TOP OF CUT SLOPE

ROAD SHOULDER

TOP OF CUT SLOPE

STREAM

CHANNEL

TOP OF SUBGRADE

RIPRAP WHEN IDENTIFIED

IN WORKLIST

ROAD SHOULDERTRANSITION

25 FT. OR AS STAKED

TRANSITION

AS STAKED

TRANSITION 25 FT.

OR AS STAKED

TRANSITION 25 FT.

OR AS STAKED

DITCH BLOCK WHEN SPECIFIED ON

WORKLIST OR DWG

A MIN. OF 1 FT. OR

1/2 DIA. ABOVE TOP

OF PIPE-WHICHEVER

IS GREATER

GEOTEXTILE WHEN

SPECIFIED

TOP OF SUBGRADE

BOTTOM OF CATCH BASIN

DITCH DIKE

NATURAL

GROUND

NORMAL CUT SLOPE

CATCH BASIN SLOPE AS STAKED

DITCH BLOCK

2:1 SLOPE OR AS STAKED

4' MIN OR

AS STAKED

FINISHED GRADE

1' MIN

FINISHED GRADE

1' MIN

1' MIN*

EXISTING

GROUND

1 FT.

6 IN.

5 FT OR

AS STAKED

HAND PLACED RIPRAP

(CLASS 1&2)

LENGTH 7-15 FT

HEIGHT 1.5-2 FT

THICKNESS 0.7-1.5 FT

HAND PLACED RIPRAP

(CLASS 1&2)

LENGTH 5 FT

HEIGHT FILL DEPTH

THICKNESS 0.7-1 FT

DIA.

FILL SLOPE

AS STAKED

NORMAL

DITCHLINE

NORMAL DITCHLINE

SECTION B-B

6 FT OR AS

STAKED TO UTILIZE

SPECIFIED RIPRAP

1.5 FT OR

AS STAKED

3 FT OR

AS STAKED

CULVERT INLET

CULVERT OUTLET

ROAD SURFACE

FILL SLOPE

AS STAKED

CULVERT OUTLET

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CUT BANK TOE OF SLOPE

FILL SLOPE

DOWN GRADE

DITCH

HAND PLACED RIPRAP

AS DIRECTED BY ENGINEER

OPENING IN UPPER

END OF CULVERT TO

CATCH WATER FROM

DITCH

METHOD OF INSTALLATION

OPEN TOP SURFACE WATER DEFLECTOR TYPICAL

6" 11/16" Dia. Holes on 5' Max. Centers 6"

OPEN TOP CROSS DRAIN

5/8" X 11" machine bolts with 4 washers and hex nut.

3"x 8" Rough Sawn 3/4" dia. pipe spacer at each bolt.

existing roadway surface select backfill compacted in accordance with Section 603.08, Method A.

3"x 12"

60d ring shank spikes

ELEVATION

PLAN

NOT TO SCALE

SECTIONRing Shank Spikes on 24" Centers

2-1/2"

6"6"

OPEN TOP SPLICE DETAIL

ELEVATION

PLAN

NOT TO SCALE

4' Min. between splices

Carriage heads on inside of opentop

3" X 8" Rough Sawn

Carriage Bolts

16" X 71

2" X 12" Steel Plate

NOTES:

1. All lumber for Open Tops shall be rough sawn Douglas Fir or Western Larch, straight and free from defect.

2. All lumber for Timber with Rubber Belt shall be 2 or better Douglas Fir or Western Larch, S4S. 2 pieces may be used on each side. Minimum length of pieces shall be 8

ft. Joints shall be staggered a minimum of 4 ft.

3. Cross drain locations and lengths SHOWN ON THE DRAWINGS are approximate.

Actual locations and lengths shall be DESIGNED on the ground by the Engineer.

4. The installation angle shall be adjusted so the full length of the cross drain is utilized.

' M

B B

A(ft) B(ft) R(ft)

GRADE LOWBOY LOG TRUCK 4X4 (FIRE ENGINE)

% LENGTH TAPER ROUNDING

0-5

6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

GRADE

0-5

6-9

10-12

GRADE

0-5

6-9

10-12

30 30

30 50

30 60

20 25

20 40

20 50

CHORD LENGTH

FOR ROUNDING

15 15 5

A(ft) B(ft) R(ft) A(ft) B(ft) R(ft)

TYPE II DRAIN DIP

NORMAL GRADE

FILL SLOPE

CUT SLOPE

+2%

NO SCALE

Riprap when specified in work list

GRADE

NORMAL

TYPE II DRAINAGE DIP NOTES

14 FT ROAD WITHOUT DITCH THE SUBGRADE SHALL BE OUTSLOPED 4-6% AT THE LOW POINT OF THE DIP.

ROAD WITH DITCH THE SUBGRADE SHALL BE INSLOPED 4-6% AT THE LOW POINT OF THE DIP. BOTTOM

OF DITCHLINE SHALL BE A MINIMUM OF 0.5 FT BELOW THE LOW POINT OF THE DIP.

NOTES: SKEW OF DRAINLINE SHALL BE 0-35 DEGREES. .

WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER

GOES ONTO RIPRAP, NOT AROUND. INSTRUMENT SHALL BE USED TO DETERMINE

LOW POINT. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

SEE TABLE AND DIAGRAM BELOW FOR LONGITUDINAL CROSSECTION AND

DIMENSIONS BASED ON VEHICLE AND ROAD GRADE. DEFAULT VEHICLE IS A LOG

TRUCK UNLESS SPECIFIED.

TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS

EXISTING

EMBANKMENT

HADN-PLACED RIPRAP

ON EMBANKMENT FACE

GEOTEXTILE WHEN

SPECIFIED

SECTION C-C

"W" AS STAKED

BY COR

6" MIN

DRAINAGE DIP CONSTRUCTION NOTES

1. DIPS SHALL BE CONSTUCTED IN THE SUBGRADE PRIOR TO PLACEMENT OF ANY

SPECIFIED BASE OR SURFACE COURSE.

2. THE ELEVATION TOLERANCE SHALL BE +- 0.2 FT

3. THE LOCATION AND TYPE OF DRAIN DIP SHALL BE SHOWN ON THE DRAWINGS OR

DESIGNATED ON THE GROUND BY THE ENGINEER. CONSTRUCTION STATE

DESIGNATES THE THROAT OF THE DIP.

4. SUITABLE EXCESS MATERIAL SHALL BE UNIFORMLY SPREAD ON THE ADJACENT

ROADBED AND NOT SIDECAST ON THE FILL SLOPE.

5. WORK REQUIRED UNDER RESHAPING OF DRAIN DIPS MAY VARY FROM A SIMPLE

BLADE JOB TO UTILIZATION OF A DOZER TO MOVE LARGE QUANTITIES OF MATERIAL

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30° - 45° SKEW

-GRADE

BOTTOM OF WATER BAR

NOTE: DRAWING NOT TO SCALE

12" MAX. DEPTH

BEGIN CUT

END CUT

EXCAVATED MATERIAL

SECTION A-A

. 4

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SURFACE WATER DEFLECTOR - WATER BAR TYPICAL

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EXISTING

CUT SLOPE

EXISTING

FILL SLOPE

DEPOSIT FILL MATERIAL ONDEEP RIPPEDROADBED, TYP.

ROCK FILL FORD CONSTRUCTION NOTES

1. FORD SHALL DRAIN TO CENTER OF ROLLING DIP AND OUTSIDE EDGE OF ROAD.

2. LARGER ROCK SHALL BE PLACED TOWARDS THE BOTTOM OF THE SLOPES

3. CLASS 1 ROCK, SHALL BE PLACED ON ROADWAY AND ON SLOPES.(FP-14 705) ALL

MATERIALS NEEDED FOR CONSTRUCTION OF THIS FORD ARE PAID INDIRECT TO

PAYITEM 20425E ROCK FORD DIP. MATERIAL TO BE APPROVED BY COR.

4. RIPRAPPED BOTTOM OF SLOPES SHALL BE AS WIDE, OR WIDER, THAN THE

FLOODPLAIN AREA.

5. BMP 4.87 ROCK FORD: DO NOT CONSTRUCT AS A DIP. MAINTAIN ROAD GRADE WITH

ROCK FORD.

ROADWAY

DRAW SLOPE

RIPRAP CLASS 1 OR

APPROVED EQUAL

RIPRAP CLASS 1 OR

APPROVED EQUAL

LOCAL SOURCE SURFACE

COURSE AGGREGATE

ROCK FILL FORD

ROCK FILL FORD SECTION A-A

**QUANTITIES ARE ESTIMATES. PROJECT MEASUREMENTS

ARE CONTRACTORS RESPONSIBILITY TO VERIFY.

ESTIMATED QUANTITIES MP 4.87

LOCAL SOURCE SURFACE

AGGREGATE - 6" DEPTH 8 CY

CLASS I RIPRAP - 36"

DEPTH

50 CY

ESTIMATED QUANTITIES MP 5.82

LOCAL SOURCE SURFACE

AGGREGATE - 6" DEPTH 4 CY

CLASS I RIPRAP - 24"

DEPTH

15 CY

NOTES:

1. LOCAL SOURCE SURFACE AGGREGATE CONFORM TO SPEC 703.05 (d).

2. CLASS I RIPRAP CONFORM TO SPEC 705.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text A

SELECTIVE CLEARING AND GRUBBING NOTES

1. CUT ALL CONIFERS, HARDWOODS AND BRUSH LESS THAN 6 INCHES IN DIAMETER, AT THE

POINT OF CUT, WITHIN 3 FEET OF ROADWAY OR THE BOTTOM OF THE DITCH. EXISTING

ROADWAY WIDTHS INCLUDE TURNOUTS AND ALL AS BUILT CURVE AND FILL WIDENING. EDGE

OF ROAD WHERE DITCH IS NOT PRESENT EXTENDS TO THE TOE OF THE CUT SLOPE. GRUB

ALL STUMPS WITHIN THE ROADBED AND DITCH LINE. DO NOT GRUB TREES ON THE CUT AND

FILL SLOPES.

2. THE AREA OF SIGHT DISTANCE CLEARING WILL BE FROM THE ROADSIDE CLEARING LIMIT TO

A LINE OF SIGHT BETWEEN THE BEGINNING AND ENDING STATIONS MARKED ON THE

GROUND. CONIFERS WITHIN THIS AREA SHALL BE THINNED TO APPROXIMATELY A 2 FOOT

TRUNK SPACING, EXCEPT WHERE MARKED WITH PAINT OR FLAGGING FOR REMOVAL TO AN

ALTERNATE SPACING. ALL HARDWOODS AND BRUSH WITHIN THERE LIMITS SHALL BE

REMOVED.

3. BRANCHES ON REMAINING CONIFERS SHALL BE TRIMMED FROM GROUND LEVEL TO A

CLEARING HEIGHT LIMIT 14 FEET ABOVE THE ROADBED OR TO A LIMIT OF 60% OF THE TREE'S

HEIGHT, WHICHEVER IS LESS. LIMBS OF VEGETATION SHALL BE CUT SO AS NOT TO

PROTRUDE WITHIN THE CLEARING (ROADSIDE AND HEIGHT) LIMITS. DOWNED TREES AND JILL

POKES EXTENDING INTO THE BRUSHING LIMITS WILL BE CUT OFF AT THE TOP OF THE CUT,

AND DISPOSED OF IN ACCORDANCE WITH SPECIFICATIONS.

4. DISPOSAL OF VEGETATION:

1.1. BRUSH AND SLASH DISPOSE PER SECTION 203.05 AND ROAD WORK SUMMARY TABLE .

CLEARING AND GRUBBING DETAILS

NOT TO SCALE

BACK SLOPE

SIGHT

DISTANCE

FILL SLOPE

DO NOT GRUB STUMPS

OR PLUCK VEG.

ROADWAY

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H T

3 FT

CLEARING LIMITS TYPICAL

SEE NOTES

2 & 3

SEE NOTES 2 & 3

CLEARING LIMITS.

SEE NOTE 1

SIGHT DISTANCE

BEGINNING

MARKED STATION

ENDING

MARKED STATION

CUT SLOPE

DO NOT GRUB STUMPS

OR PLUCK VEGETATION

TOP OF CUT

TOE OF FILL

GRUB ANY STUMPS

OR ROOTS IN ROAD

SURFACE OR DITCH

3 FT

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18"

CLASS 1 RIPRAP

FACE SLOPE TO BE FIELD FIT

AND DETERMINED BY BLM ENGINEER

TYPICAL SECTION

LINEAR DISTANCE = 150'

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**QUANTITIES ARE ESTIMATES. PROJECT MEASUREMENTS

ARE CONTRACTORS RESPONSIBILITY TO VERIFY.

**ESTIMATE IS BASED ON A 1.5:1 SLOPE. THIS MAY CHANGE

DURING FIELD FITTING.

MATERIAL & QTY TABLE

CLASS 1 RIPRAP 95 CY

NOTES:

1.CLASS 1 RIPRAP FACE SLOPE WILL BE FIELD FIT AND APPROVED BY COR.

2.CONTRACTOR TO USE EXCAVATED ROAD MATERIAL AS FILL MATERIAL FOR ROAD SURFACE.

3. BACKFILL MATERIAL TO BE NON-SATURATED.

4. WORK TO BE DONE AT MP 4.48

5. ROAD WIDTH DOES NOT CONFORM TO THE 12FT MIN. ROAD WIDTH WILL BE FIELD FIT.

END ELEVATION

SECTION A-A

DETAIL A

RAIL DETAIL

ANGLE BRACKET DETAIL

Intermediate support beams

8" 8"

1/4" Header plate

-1 /2 of h ea de r p la te s

3/4"3/4"

2" Rail, cold formed from

ASTM A 36

steel plate 7-gage

See Detail A

3/16" Typ.

1/8"

1/4" Header plate

Angle bracket

1/4" Header plate

3/16" Typ.

Rails C8 x 13.75 End beam weld to header plate

W8 x 15 Beam, weld to header plate both sides

PLAN VIEW

8' 0" Out to out of header plates

1-1/2"

1-1/4" 1-3/4"

LC 1" Hole for

3/8"

ELEVATION VIEW SIDE VIEW

MULTIPLE INSTALLATION

Bolt panels using same holes and bolts used for wing attachment

1/4" Header plate

NOTES:

1. See Bid Schedule for width.

3. Steel for components shall be ASTM A 36 unless indicated otherwise on drawing.

WELDING SYMBOL LEGEND

Weld both sides

Weld this side

2. Furnish loose, six angle brackets…

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File details come from the government source that posted it. Updated Jun 4, 2026.