Attachment_2_-_Drawings.pdf

PDF 2 MB Posted Jul 31, 2025

Attached to: Sole Source - GAOA Western Montana District Roads
Solicitation number: 140L3625R0004
Issued by: Department of the Interior Bureau of Land Management

About this file

Written by GovTribe AI · Jul 31, 2025

This file is a detailed set of engineering drawings for a Bureau of Land Management (BLM) road maintenance project in Missoula and Granite Counties, Montana. The project involves maintenance work on approximately 22 miles of BLM roads, specifically roads 4601 Rattler Gulch, 4608 Mulkey Gulch, and adjacent roads. The comprehensive set of drawings includes specifications for roadway brushing, road reconditioning, culvert installation, drainage excavation, sediment traps, and kiosk installation.

Key technical details include selective clearing and grubbing within 5 feet of roadways, drainage improvements with culvert replacements and installations, road surface reconditioning using aggregate, constructing drainage dips, and installing sediment traps. The project requires precise road work such as outsloping roads, constructing turnouts, removing and replacing minor culverts, and installing government-furnished informational kiosks. The contractor will have 90 calendar days to complete the work, with specific requirements for vegetation removal, drainage management, and road surface restoration. The drawings provide extensive technical guidance on road construction methods, slope management, and environmental considerations specific to the Montana terrain.

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Other files

File	Type	Posted
Sol_140L3625R0004_Amd_0002.pdf	PDF	Aug 4, 2025
Sol_140L3625R0004_Amd_0001.pdf	PDF	Jul 31, 2025
Sol_140L3625R0004.pdf	PDF	Jul 31, 2025
Attachment_6_-_SF25A_Payment_Bond.pdf	PDF	Jul 31, 2025
Attachment_5_-_SF25_Performance_Bond.pdf	PDF	Jul 31, 2025
Attachment_4_-_SF_24_Bid_Bond.pdf	PDF	Jul 31, 2025
Attachment_3_-_Wage_Determination.pdf	PDF	Jul 31, 2025
Attachment_7_-_Price_Schedule.xlsx	XLSX spreadsheet	Jul 31, 2025
Attachment_1_-_Specifications.pdf	PDF	Jul 31, 2025

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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

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

4601 RATTLER & 4608 MULKEY AREA ROAD MAINTENANCE

MISSOULA & GRANITE COUNTIES

MISSOULA FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO SITE:

FROM THE MISSOULA FIELD OFFICE 3255 FORT MISSOULA ROAD MISSOULA MONTANA

59804. IN 5.1 MILES GET ON I-90 E FROM S RESERVE ST, FOLLOW I-90 E TO I-90

FRONTAGE ROAD IN GRANITE COUNTY TAKE EXIT 138 FROM I-90 E. FOLLOW I-90

FRONTAGE ROAD 11 MILES TO MULKEY GULCH OR AN ADDITIONAL 0.5 MILE TO

RATTLER GULCH ON THE LEFT.

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.90 DAYS MAY BE DISCONTINUOUS.

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 22 MILES OF

BLM ROADS IN THE VICINITY OF #4601 RATTLER GULCH AND #4608 MULKEY GULCH

OUTSIDE OF BUTTE, MONTANA.

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Sheet List Table Sheet Number Sheet Title

1 COVER

2 GENERAL NOTES & ROADWORK SUMMARIES

3 AREAMAP

4 ROADWAY BRUSHING & RECONDITIONING

5 WORKLIST 1 OF 3

6 WORKLIST 2 OF 3

7 WORKLIST 3 OF 3

8 ROADWAY TYPICALS & TURNOUT

9 CULVERT TYP

10 ROLLING DRAIN DIP

11 CLEARING AND GRUBBING

12 SEDIMENT TRAP & KIOSK

kmarks Stamp

Sum of Contract Qty Road

Pay Item No# Description UnitofMeasure 4601 4608 4609 4603 Grand Total

15710 Sediment traps Each 3 5 8 20203 Roadside Brushing, disposal method (g),(j) Mile 3.80 2.25 0.50 1.10 7.65

20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j ) Each 10 10

20302.1 Removal of Minor Culvert, Disposal Method A Each 4 4 2 10

20402.1 Roadway excavation and embankment,Turnout, compaction placement method 3, tolerance class F Each 1 2 3

20402.2 Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F Mile 0.30 0.30

20424.1 Drainage Excavation, type Construct Ditch Foot 2250 600 450 3300

20424.2 Drainage Excavation, type Construct Ditch Double wide Foot 1550 1550

20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 120 120 15 255

20425 Drainage Excavation, type Construct Drain Dip Each 8 24 3 6 41 20426 Drainage Excavation, type Construct Catch basin Each 2 1 1 4 25101 Placed RipRap, Class 2 Cubic Yard 20 20

30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A Cubic Yard 180.00 250.00 20.00 450.00

30307 Roadbed reconditioning, compaction Placement method 3 Mile 0.90 0.90 30315 Roadway reconditioning, compaction Placement method 2 Mile 1.30 1.70 5.90 8.90 30319 Construct 4% Outslope for 50' with 25' Tapers Each 3 15 7 25

60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 166 132 126 424

60201.2 24 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 80 40 120

60708 Cleaning culverts in place Each 5 4 6 15 60712 Cleaning Cattleguard in place Each 1 1

62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Hour 9.25 11.00 20.25

62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade Hour 4.50 8.00 12.50

64601 Roadside Development, Kiosk Steel 3 post 6"x6", Gov.

Furnished Kiosk Each 1.00 1.00

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)

WATER TYPE CATCH

BASIN

LEADOUT

DITCH

HEADWALL

CLASS 1 & 2

(CY)

ROCK

BUTTRESS

CLASS 1 &2

(CY)

ENERGY

DISSAP.

CLASS 1

&2 (CY)

4601 0.61 40 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N N

1.36 30 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N N

4.31 32 24 inch pipe culvert, CMP

(OPTION ITEM)

14 ga Replacement, stream N N 0.5 N N

4.45 28 18 inch pipe culvert, CMP 14 ga Replacement, stream/pond Y N 0.5 0.5 N

4.63 28 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N 0.5 0.5 N

4.9 40 18 inch pipe culvert, CMP 14 ga New installation, ditch relief N N N N N

4603 0.5 40 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N N

0.66 40 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N N

4.83 40 24 inch pipe culvert, CMP 14 ga Replacement, stream N N 0.5 N N

5.44 20 18 inch pipe culvert, CMP 14 ga Replacement, ditch relief Y N N 0.5 N

5.89 26 18 inch pipe culvert, CMP 14 ga Replacement, stream N N 0.5 N N

4608 0.17 40 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N N

0.36 30 18 inch pipe culvert, CMP 14 ga New installation, ditch relief Y N N N 0.25

0.64 30 18 inch pipe culvert, CMP 14 ga Replacement, ditch relief N N N N 0.25

3.05 32 18 inch pipe culvert, CMP 14 ga Replacement, stream N N 0.5 N N

3.54 40 24 inch pipe culvert, CMP 14 ga Replacement, stream N N 0.5 N N

5.52 40 24 inch pipe culvert, CMP 14 ga Replacement, stream N N 0.5 N N

20425 Drainage Excavation, type Construct Drain Dip Each 15

30307.1 Roadbed reconditioning, compaction Placement method 2 Mile 1.9

30307.2 Roadbed reconditioning, compaction Placement method 3 Mile 6.4

30315 Roadway reconditioning, compaction Placement method 2 Mile 3.3

60201.1 18 inch pipe culvert, CMP Compaction Placement Method 6 Foot 60

60201.2 24 inch pipe culvert, CMP Compaction Placement Method 6 Foot 32

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2024 RATTLER

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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.

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 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. 303 PAYITEMS SHALL NOT HAVE MORE THAN 3 MILES OF ROAD WITH IN PROGRESS WORK AT ANY

ONE TIME. WORK SHALL START AND COMPLETE IN A TIMELY MANOR DUE TO REGULAR PUBLIC

TRAFFIC AND SURROUNDING PRIVATE LAND OWNER USE.

4. GOVERNMENT WILL STAKE WORKLIST ITEMS AND CULVERT INSTALLATION SURVEY STAKES. ALL

CULVERT LENGTHS PROVIDED ARE APPROXIMATE.

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 IDENTIFIED ON THE PLANS OR 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.

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. CONSULT ALL DRAWING AND SPECIFICATIONS FOR COORDINATION PRIOR TO COMMENCING

DEMOLITION. AREAS OF AVOIDANCE FOR CULTURAL SITES ARE SHOWN IN THE PLANS AND

WILL BE FLAGGED IN THE FIELD. WORK IN THESE SITES WILL BE SUBJECT TO OBSERVATION

BY A BLM ARCHEOLOGIST. ALLOW 3 WORKING DAYS NOTICE TO THE COR FOR GROUND

DISTURBING WORK IN THESE SITES. ALLOW FOR SOME REDUCED PRODUCTION DURING

EXCAVATIONS. FOR ANY SUBSTANTIAL PRODUCTION DELAYS THE CONTRACTOR WILL BE

COMPENSATED WITH 622 PAYITEMS.

9. PAYITEM 20203 ROADSIDE BRUSHING SHALL HAVE DISPOSAL METHOD PER 203.05 ( g ) CHIPPING AND/OR ( j ) REMOVAL TO DESIGNATED LOCATION. DESIGNATED LOCATION SHALL

BE WITHIN 1 MILE.

10. PAYITEM 20207 INDIVIDUAL TREE REMOVAL SHALL HAVE DISPOSAL METHOD FOR TOPS AND LIMBS PER 203.05 ( g ) CHIPPING, ( j ) REMOVAL TO DESIGNATED LOCATION AND/OR ( k )

PILING IN DESIGNATED AREAS. DESIGNATED LOCATIONS TO BE WITHIN 0.25 MILE. STUMPS

SHALL BE PER 203.05 ( j ) REMOVAL TO DESIGNATED LOCATION LOCATION SHALL BE WITHIN

4 MILES.

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CULVERT LISTING:

ROADWORK OPTION

ITEM SUMMARY

ROAD WORK

SUMMARY

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ROUTES AVAILABLE FOR OPTION

PAYITEMS OR 622 PAYITEMS

AVOIDANCE AREA 500-1000 FEET

ALONG ROADWAY

AVOIDANCE AREAS 300-1000

FEET ALONG ROADWAY

AVOIDANCE AREA 300 FEET

ALONG ROADWAY

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BMP EMP

Pay Item No#

Description Notes

Unit of

Meas ure

Total

Road 4601

0.01 4 30307.2 Option Roadbed reconditioning, compaction Placement method 3 Mile 4.00

0.02 20424.1 Drainage Excavation, type Construct Ditch Begin ditch left carry ditch to pipe Foot 800

0.16 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

0.16 20426 Drainage Excavation, type Construct Catch basin Each 1

0.16 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A Raise grade

Cubic Yard 20

0.16 60708 Cleaning culverts in place Each 1

0.17 20424.2 Drainage Excavation, type Construct Ditch Double wide Double wide ditch left, pull material into road all though the bottom stretch Foot 50

0.56 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Cubic Yard 40

0.61 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

0.61 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

1.23 20424.2 Drainage Excavation, type Construct Ditch Double wide

Double wide ditch both sides of the road until the cattle guard to generate material. 16 ft top width Foot 1500

1.33 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Bipass is washed out needs regraded Hour 1.00

1.36 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6

Catch-basin and ditchblock use material to repair the erosion of the bypass Foot 30

1.54 20424.1 Drainage Excavation, type Construct Ditch Turnpike to generate material to fill pothole Foot 300

1.82 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

1.82 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

1.97 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Remove/ limb vegetation right Hour 0.25

2.07 20424.1 Drainage Excavation, type Construct Ditch ditch right Foot 100

2.29 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Cubic Yard 20

2.32 63301.4 Sign System, Kiosk Steel 3 post 6"x6", Gov. Furnished Kiosk Each 1

2.38 62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade Rip and clean up the base of the rock Hour 4.00

2.4 15710 Sediment traps Sed basin to drain ditch. Left. Each 1

2.5 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.53 20424.3 Drainage Excavation, type Construct Lead-out Ditch Lead out left reconstruct. Const right. Foot 30

2.55 20424.1 Drainage Excavation, type Construct Ditch Take inside of the curve to a lead out to break drainage up Foot 300

2.71 62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade Reshape left shoulder and fillslope to drain road Hour 0.50

2.84 20424.3 Drainage Excavation, type Construct Lead-out Ditch Clean lead out ditch Foot 15

2.98 4 20203 Roadside Brushing, disposal method (g),(j) Clean out inside corner of veg for sight dist Mile 1.00

3 15710 Sediment traps Sediment trap to drain ditch Each 1

3.05 30319 Construct 4% Outslope for 50' with 25' Tapers Reestablish right shoulder of the road to allow for drainage Each 1

3.21 20424.1 Drainage Excavation, type Construct Ditch Foot 200

3.4 20424.1 Drainage Excavation, type Construct Ditch Foot 200

3.4 20424.3 Drainage Excavation, type Construct Lead-out Ditch Reconstruct leadout ditch Foot 20

3.45 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.57 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.65 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.86 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 10

3.86 20425 Drainage Excavation, type Construct Drain Dip Each 1

BMP EMP

Pay Item No#

Description Notes

Unit of

Meas ure

Total

4 5.28 30315 Roadway reconditioning, compaction Placement method 2 Mile 1.30

4.02 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.07 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb

Reestablish a 3-4 ft “channel” for the running water. Water goes subsurface right below this. Hour 4.00

4.2 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Another 20 ft of channel ditch Hour 2.00

4.31 15710 Sediment traps Each 1

4.31 20302.1 Removal of Minor Culvert, Disposal Method A Stream pipe Each 1

4.31 60201.2 Option 24 inch pipe culvert, CMP Foot 32

4.44 20425 Drainage Excavation, type Construct Drain Dip Maintain outslope. build up critical dip with catchbasin waste material. Each 1

4.45 20424.1 Drainage Excavation, type Construct Ditch constuct ditch from pipe to spring.

grade to drain to CMP. Foot 350

4.45 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 28

4.56 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Road is lower than creek, build up the road 1.5 lift for 100 ft 16 wide

Cubic Yard 100

4.63 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

4.63 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 28

4.67 20425 Drainage Excavation, type Construct Drain Dip Maintain ditch on upper side. create outslope for drainage. Each 1

4.86 20426 Drainage Excavation, type Construct Catch basin Each 1

4.86 60708 Cleaning culverts in place Each 1

4.9 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

4.9 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

4.93 60708 Cleaning culverts in place Remove tree from inlet Each 1

5 30319 Construct 4% Outslope for 50' with 25' Tapers Existing dip Cary ditch above to the culvert. Each 1

5.11 20402.1 Roadway excavation and embankment,Turnout, compaction placement method 3, tolerance class F Reshape into turnout Each 1

5.16 60708 Cleaning culverts in place much clean and repair inlet Each 1

5.25 20425 Drainage Excavation, type Construct Drain Dip Each 1

7.19 60708 Cleaning culverts in place Each 1

7.23 9 20203 Roadside Brushing, disposal method (g),(j) Mile 1.80

8.8 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb sevral “pot holes” borrow holes that are on the side of the road, fill in. Hour 2.00

Road 4603 0 5.9 30315 Roadway reconditioning, compaction Placement method 2 Mile 5.90

0.06 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.36 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.49 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.5 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

0.66 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.66 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

0.77 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.9 60708 Cleaning culverts in place Each 1

2.43 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.6 20425 Drainage Excavation, type Construct Drain Dip Each 1

2.75 60708 Cleaning culverts in place Each 1

3.11 60708 Cleaning culverts in place Each 1

4.2 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

4.39 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

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Item No#

Description Notes

Unit of

Meas ure

Total

4.68 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

4.78 5.89 20203 Roadside Brushing, disposal method (g),(j) Mile 1.10

4.83 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

4.83 20426 Drainage Excavation, type Construct Catch basin Clear and reshape, catch basin and outlet structure for pipe Each 1

4.83 60201.2 24 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

5.11 20424.1 Drainage Excavation, type Construct Ditch Construct ditch down to existing culvert Foot 150

5.27 60708 Cleaning culverts in place Each 1

5.36 30319 Construct 4% Outslope for 50' with 25' Tapers Each 2

5.44 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6

Install culvert incorrect location after ditching, both sides of the road to crossing point Foot 20

5.45 20302.1 Removal of Minor Culvert, Disposal Method A Remove old culvert that is in wrong location Each 1

5.47 20424.1 Drainage Excavation, type Construct Ditch

Road flattens out and has low spot in Valley collecting water on road surface recommendation ditch the sides, and add culvert Foot 300

5.59 30319 Construct 4% Outslope for 50' with 25' Tapers Each 2

5.65 60708 Cleaning culverts in place Existing culvert running small amount of water Each 1

5.89 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 26

5.89 60708 Cleaning culverts in place Each 1

Road 4608

0.01 1.93 30307.1 Option Roadbed reconditioning, compaction Placement method 2 Mile 1.90

0.03 0.05 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Cubic Yard 50

0.12 0.1 20402.1 Roadway excavation and embankment,Turnout, compaction placement method 3, tolerance class F Turnout widen Each 1

0.12 20426 Drainage Excavation, type Construct Catch basin Each 1

0.12 0.11 60708 Cleaning culverts in place Each 1

0.12 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb slope to culvert Hour 1.00

0.12 20424.1 Drainage Excavation, type Construct Ditch Ditch to culvert Foot 100

0.14 0.14 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb

Possible, old cattleguard base in road remove Hour 1.00

0.17 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

0.27 0.25 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A incorporate into road

Cubic Yard 30

0.33 30319 Construct 4% Outslope for 50' with 25' Tapers Outslope road to allow gradual drainage Each 2

0.34 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb repair larger washouts on road Hour 1.00

0.36 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 new install. area of road floods with water run off Foot 30

0.45 0.53 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

0.5 0.84 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.5 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Cubic Yard 10

0.54 0.84 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

0.54 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Cubic Yard 10

0.59 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb repair fill Hour 1.00

0.64 20302.1 Removal of Minor Culvert, Disposal Method A old 10 inch culvert Each 1

0.64 25101 Placed RipRap, Class 2 repair fill and energy dissapater Cubic Yard 5

BMP EMP

Pay Item No#

Description Notes

Unit of

Meas ure

Total

0.64 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 30

0.64 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Reshape road above culvert Hour 2.00

0.8 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.85 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.85 25101 Placed RipRap, Class 2 repair fill and energy dissapater Cubic Yard 5

1.03 20425 Drainage Excavation, type Construct Drain Dip Each 1

1.05 25101 Placed RipRap, Class 2 repair fill and energy dissapater Cubic Yard 5

1.05 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb repair fill slope Hour 1.00

1.15 20425 Drainage Excavation, type Construct Drain Dip Each 1

1.47 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A

Road sits lower than both sides, raise road.

Cubic Yard 150

1.51 20402.2 Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F Mile 0.20

1.65 20424.1 Drainage Excavation, type Construct Ditch Foot 200

1.78 20424.3 Drainage Excavation, type Construct Lead-out Ditch Maintain lead out ditch Foot 15

1.93 3.6 20203 Roadside Brushing, disposal method (g),(j) Mile 1.70

1.93 3.6 30315 Roadway reconditioning, compaction Placement method 2 Mile 1.70

2.01 60712 Cleaning Cattleguard in place Each 1

2.03 15710 Sediment traps Each 1

2.08 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Realign roadway as staked Hour 4.00

2.08 62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade Realign roadway as staked Hour 4.00

2.1 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

2.15 20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j ) 18in fir Each 1

2.15 62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade widen road Hour 4.00

2.18 20425 Drainage Excavation, type Construct Drain Dip Each 2

2.24 15710 Sediment traps Each 1

2.29 20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j )

Tree and boulder removal and placement Each 1

2.29 20402.2 Roadway excavation and embankment,To Widen, compaction placement method 3, tolerance class F Widen template Mile 0.10

2.29 20424.1 Drainage Excavation, type Construct Ditch Foot 300

2.33 15710 Sediment traps Each 1

2.37 20424.3 Drainage Excavation, type Construct Lead-out Ditch Lead out to sump Foot 15

2.42 20424.3 Drainage Excavation, type Construct Lead-out Ditch old LOD maintain outslope and drain road Foot 15

2.42 20425 Drainage Excavation, type Construct Drain Dip mayce use the windrow fill to build up dip and drain before steep section Each 1

2.45 20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j ) Each 1

2.48 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.51 15710 Sediment traps dig sediment trap and widen outside corner Each 1

2.51 20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j ) Remove tree, widen corner Each 2

2.54 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.54 20425 Drainage Excavation, type Construct Drain Dip Each 1

2.55 20207 Removal of Individual Trees, disposal method: Logs ( i ), Limbs/tops (f,g,k), stumps ( j ) Smaller tree leaning over road Each 5

2.69 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.69 20425 Drainage Excavation, type Construct Drain Dip Each 1

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Item No#

Description Notes

Unit of

Meas ure

Total

2.81 20424.3 Drainage Excavation, type Construct Lead-out Ditch Foot 15

2.81 20425 Drainage Excavation, type Construct Drain Dip Each 1

2.92 15710 Sediment traps flow path dead ends into rock. left. dig pit for percolation Each 1

2.99 20424.3 Drainage Excavation, type Construct Lead-out Ditch pull soil in to build up dip Foot 15

3.04 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.05 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

3.05 60201.1 18 inch pipe culvert, CMP, Compaction Placement Method 6 End of CMP have been crushed possible, reshape or replace 32 ft Foot 32

3.23 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.33 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.38 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.54 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

3.54 60201.2 24 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

3.59 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.59 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

3.6 6 30307.2 Option Roadbed reconditioning, compaction Placement method 3 Mile 2.40

3.64 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.68 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

3.7 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

3.78 30319 Construct 4% Outslope for 50' with 25' Tapers Each 2

3.8 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

3.87 20425 Drainage Excavation, type Construct Drain Dip Each 1

3.97 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.06 60708 Cleaning culverts in place Each 1

4.13 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

4.26 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.33 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.47 60708 Cleaning culverts in place Each 1

4.51 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

4.55 60708 Cleaning culverts in place Each 1

4.59 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.73 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

4.79 20425 Drainage Excavation, type Construct Drain Dip Each 1

4.95 5.5 20203 Roadside Brushing, disposal method (g),(j) Mile 0.55

4.96 30319 Construct 4% Outslope for 50' with 25' Tapers Each 1

5.1 20425 Drainage Excavation, type Construct Drain Dip Each 1

5.52 20302.1 Removal of Minor Culvert, Disposal Method A Each 1

5.52 60201.2 24 inch pipe culvert, CMP, Compaction Placement Method 6 Foot 40

5.98 20402.1 Roadway excavation and embankment,Turnout, compaction placement method 3, tolerance class F Each 1

Road 4609

0.01 0.5 20203 Roadside Brushing, disposal method (g),(j) Mile 0.50

0.03 0.93 30307 Roadbed reconditioning, compaction Placement method 3 Mile 0.90

0.07 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.3 20425 Drainage Excavation, type Construct Drain Dip Each 1

0.36 30120 Surface Course Aggregate, Pit run maximum size 2.5 inch, Compaction A bottom of the draw and gets road drainage both sides use rock to harden road

Cubic Yard 20

BMP EMP

Pay Item No#

Description Notes

Unit of

Meas ure

Total

0.56 20425 Drainage Excavation, type Construct Drain Dip Each 1

All Roads

All 15101 Mobilization Lump Sum 1

All 25101 Placed RipRap, Class 2 Cubic Yard 5

All 62201.1 Rental Equipment, Hydraulic Excavator, 1 CY min capacity with thumb Hour 8.00

All 62201.2 Rental Equipment, Motor Grader, 8 ft minimum blade Hour 8.00

All 62201.3 Rental Equipment, Dump Truck, 10 CY Min Capacity Hour 8.00

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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.

[4] 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.

[6] 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.

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 1 2 : 1

2 :

1 2 :

1 12 : 1 MIN

1 1

2 : 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

LENGTHS "T" AND "L" AS SHOWN ON

PLAN-PROFILE SHEETS AND/OR STAKED

NTS

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LENGTHS "T" AND "L" AS SHOWN ON

PLAN-PROFILE SHEETS OR OR MINIMUM

T=50 L=25 FT

AutoCAD SHX Text C

AutoCAD SHX Text L

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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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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SELECTIVE CLEARING AND GRUBBING NOTES

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

POINT OF CUT, WITHIN 5 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 (g) CHIPPING OR (j) REMOVAL TO DESIGNATED LOCATION, STUMPS PER METHOD ( j ) REMOVAL TO DESIGNATED LOCATION.

LOCATION TO BE DESIGNATED WITHIN 0.50 MILE.

1.2. NON-SAW LOGS SHALL BE PROPERTY OF CONTRACTOR OR DISPOSED BY 203.05 (g) CHIPPING AND (j) REMOVAL TO DESIGNATED LOCATIONS.

1.3. SAWLOG TO BE DECKED IN DESIGNATED LOCATION FOR OPTIONAL SMALL SALE TO

CONTRACTOR OUTSIDE OF THIS CONTRACT.

5. SELECTIVE CLEARING AND GRUBBING LEVEL DEFINITIONS:LEVEL SHALL BE DETERMINED ON

CLEARING AND GRUBBING DETAILS

NOT TO SCALE

BACK SLOPE

SIGHT

DISTANCE

FILL SLOPE

DO NOT GRUB STUMPS

OR PLUCK VEG.

ROADWAY

G H

H T

5 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

5 FT

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SEDIMENT TRAP-PROFILES

(N.T.S.)

NOTES

1. SEDIMENT TRAP PAID UNDER ITEM 15710. WASH ROCK

ONLY IF SPECIFIED IN PAYITEM.

2. MAY ALSO BE USED FOR DITCHLINE DRAINAGE.

3. DISPOSE OF EXCESS MATERIAL PER 204.12

CMP

WASHED ROCK

ONLY IF SPECIFIED

CMP, OR DITCHLINE

WASHED ROCK, ONLY IF

SPECIFIED IN PAYITEM

SEDIMENT TRAP-PLAN

(N.T.S.)

ROAD SURFACE

\\ILMMTBF3DS1\BF\USERS\BJONES\MY DOCUMENTS\DWG\DWT\IMPROVEMENT SHEETS\#### - COVR.DWG

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GOVERNMENT FURNISHED KIOSK

o Rockart Industries LLC, Product #03-466

a. https://rockartsigns.com/d72/product/03-466

b. Kiosk shall be installed per manufacturers installation instructions. Posts shall be minimum 18 inch diameter hole 30 inches deep and backfilled with concrete.

c. Kiosk Government Furnished. Contractor to pickup from Missoula field office.

Sheets and Views

1 COVER

2 GENERAL NOTES & ROADWORK SUMMARIES

3 AREAMAP

4 ROADWAY BRUSHING & RECONDITIONING

5 WORKLIST 1 OF 3

6 WORKLIST 2 OF 3

7 WORKLIST 3 OF 3

8 ROADWAY TYPICALS & TURNOUT

9 CULVERT TYP

10 ROLLING DRAIN DIP

11 CLEARING AND GRUBBING

12 SEDIMENT TRAP & KIOSK

File details come from the government source that posted it. Updated Jul 31, 2025.