RingingRock_PLANS_1.pdf

PDF 11 MB Posted Jan 15, 2025

Attached to: GAOA RINGING ROCKS ROAD RENOVATION Federal contract opportunity
Solicitation number: 140L3625R0003
Issued by: Department of the Interior Bureau of Land Management

About this file

Written by GovTribe AI · Jan 15, 2025

This is a set of engineering drawings and specifications for road maintenance and realignment work on Ringing Rock Road #5109 in Jefferson County, Montana for the Bureau of Land Management. The project involves approximately 4.6 miles of road maintenance and realignments, including clearing/grubbing, road reconstruction, widening, drainage improvements, and trail construction.

The plans detail specific work items including: roadway excavation and embankment work totaling over 4,400 cubic yards of cut and 4,300 cubic yards of fill, installation of multiple 18" and 24" culverts, construction of drainage dips and rock ford crossings, selective clearing and grubbing along 0.45 miles of realignment areas, construction of buck and pole fencing, installation of cattle guards and signs, and development of a 48" wide walking trail. The drawings provide detailed plan views, cross sections, typical sections, and construction details for the road improvements, drainage features, and trail components. Key project control points, earthwork quantities, and construction specifications are included throughout the plan set.

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RingingRock_FP14-Supplemental_Specifications_1.pdf	PDF	Jan 15, 2025
RingingRock_MaterialTestPits_1.pdf	PDF	Jan 15, 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

RINGING ROCK ROAD #5109 MAINTENANCE & REALIGNMENT

JEFFERSON COUNTY

BUTTE FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO SITE:

FROM THE BUTTE FIELD OFFICE 106 N. PARKMONT, BUTTE, MT 59701 DRIVE EAST ON N

PARKMONT TOWARD BASIN CREEK RD, TURN LEFT ONTO BASIN CREEK RD FOR 0.8

MILE CONTINUE ON HARRISON AVE FOR 2.9 MILES. TURN RIGHT TO MERGE ONTO I-15

N / I-90 E. FOLLOW I-90 E TO HOT SPING RD/PIPESTONE RD IN JEFFERSON

COUNTY.AFTER 15.9 MILES TAKE EXIT 241. DRIVE UNDER THE INTERSTATE RINGING

ROCKS ROAD IS THE FIRST RIGHT AFTER THE WEST OFFRAMP. THE RINGING ROCKS

TRAIL HEAD IS SECOND RIGHT.

ROAD, SITE AND TRAILHEAD ARE LOCATED IN T2N R5W SECTIONS 20, 21, 16, AND 9.

NOTE: THE RECREATION SITE RINGING ROCKS CAN ALSO BE REACHED VIA TWO OHV

TRAILS AND WILL BE OPEN DURING THE MAJORITY OF CONSTRUCTION.

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 CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. 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.

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

EXISTING UTILITIES PRIOR TO COMMENCING ANY NEW CONSTRUCTION.

6. 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.

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

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

WORK WITH WEATHER CONDITIONS.

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

TYPICAL SECTIONS.

10 WHERE STAKING IS SHOWN ON THE DRAWINGS, OR LISTED ON THE SCHEDULE OF

ITEMS, CONSTRUCTION CANNOT PROCEED PRIOR TO APPROVAL OF STAKING BY

THE CO.

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

RESPONSIBILITY TO REMOVE AND DISPOSE OF ALL CONSTRUCTION STAKES.

12. SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CO FOR REVIEW PRIOR TO

CONSTRUCTION. AS A MINIMUM, TRAFFIC CONTROL PLAN MUST ADDRESS SIGNING

FOR CLOSURE AND PROVISIONS TO PROVIDE SAFETY AT NIGHT.

FIRST MI. LAST

RECOMMENDED BY:

FIRST MI. LAST

REVIEWED BY:

FIRST MI. LAST

APPROVED BY:

FIRST MI. LAST

PROJECT DESCRIPTION

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THIS PROJECT WILL PERFORM ROAD MAINTENANCE AND REALIGNMENTS ON

APPROXIMATELY 4.6 MILES OF THE COUNTY AND BLM ROAD #5109 RINGING ROCKS

LEADING TO THE RINGING ROCKS RECREATION SITE OUTSIDE OF BUTTE, MONTANA.

Sheet List Table Sheet Number Sheet Title

1 COVER

2 GENERAL NOTES & ROADWORK SUMMARIES

3 AREAMAP

4 CLOSURE MAP

5 WORKLIST 5109 1 OF 2

6 WORKLIST 5109 2 OF 2

7 CLEARING AND GRUBBING, CATTLE GUARD

8 ROADWAY TYPICALS & TURNOUT

9 DIP AND ROCKFILL FORD

10 CULVERT TYP

11 BUCK AND POLE FENCE, WIRE GATE, & SIGN INST.

12 REALIGNMENT STA 0+00

13 REALIGNMENT STA 6+50

14 REALIGNMENT STA 13+00

15 REALIGNMENT STA 19+00

16 REALIGNMENT STA 25+00

17 17 REALIGNMENT STA 31+50

18 18 REALIGNMENT STA 37+50

19 CROSS SECTION 0+00

20 CROSS SECTION 8+00

21 CROSS SECTION 17+00

22 CROSS SECTION 25+50

23 CROSS SECTION 35+00

24 TRAIL 0+00

25 TRAIL 7+50

26 TCS 0+00

27 TCS 8+55

PayItem Discription Unit QTY Unit Cost Subtotal 15101 Mobilization Lump Sum 1

20203 Selective Clearing and Grubbing, Disposal Method J.

Realignment.

Mile 0.45

20205 Special Clearing and Grubbing, Disposal Method J.

Roadside

Mile 0.6

20207 Removal of Individual Trees, disposal method J Each 2

20302 Removal of Minor Culvert, Disposal Method A Each 3

20402A Roadway excavation and embankment, 48" Walking Trail, compaction placement method 3, tolerance class H

Mile 0.28

20402B Roadway excavation and embankment, To Narrow, compaction placement method 3, tolerance class H

Mile 0.04

20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2. Native clay/sand material.

Cubic Yard 1609

20404 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2. Realignment.

Cubic Yard 4313

20424A Drainage Excavation, type Construct Ditch Foot 1490

20425A Drainage Excavation, type Construct Drain Dip Each 13

20425B Drainage Excavation, type Construct Rock Ford Dip Each 4

20425C Drainage Excavation, type Construct concrete plank Ford.

Gov furnished planks

Each 2

21101 Roadway obliteration, method a Mile 0.49

30207A Aggregate surface course, Placement method 2 Road Surfacing.

Cubic Yard 20

30207B Aggregate surface course, Placement method 2. Trail Surfacing.

Cubic Yard 110

30315 Roadway reconditioning, compaction Placement method 2 Mile 3.06

30317 Roadway reconditioning, compaction Placement method 2. Square Yard

11500

30319 Construct 4% Outslope for 50' with 25' Tapers Each 10

60201A 18 inch pipe culvert, CMP Foot 248

60201B 24 inch pipe culvert, CMP Foot 30

60204 6 inch slotted drain pipe, Plastic Foot 80

60708 Cleaning culverts in place Each 4

60712 Cleaning Cattle guard in place, repair or replace wingwalls. Each 3

61901 Fence Construction, Buck and Pole Foot 510

61902 Construct Wire Gate Each 1

61903 Remove and Replace Cattle guard, 16 wide with sign package

Each 1

62201A Rental Equipment, Hydraulic Excavator Hour 32.5

62201B Rental Equipment, Grader Hour 12

62201C Rental Equipment, Dump Truck Hour 8

63301 Sign Package, Cattle guard Each 3

63501 Temporary traffic control Lump Sum 1

63302A Sign System - U-Channel Steel Each 7

63302B Sign System - U-Channel Steel, Railroad Crossbuck assembly with Yield.

Each 4

Base Contract

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.

510108T 0.46 80 6 inch slotted drain pipe, Plastic

STRUCTURE DRAIN

5109 2.45 ~40 18" CMP DITCH RELIEF X X

5109 3.07 ~30 24" CMP DRAW X

5109 3.41 ~40 18" CMP DRAW X

REALIGN Sta 15+94 ~40 18" CMP DRAW X REALIGN Sta 23+88 ~44 18" CMP DRAW X REALIGN Sta 25+00 ~44 18" CMP DITCH RELIEF X X X REALIGN Sta 31+92 ~40 18" CMP DRAW X

ROAD MP STRUCTURE SIGNS

NEEDED

SIGN

QTY POST MATERIAL POST

QTY

5109 0.01 BLM Recreation Site Sign CUSTOM

~3'X4'

1 METAL 2

5109 0.85 BLM Entering Public Lands CUSTOM 1 METAL 1

5109 0.85 CATTLE GUARD OM2-2V 4 METAL 4

5109 1.12 BLM Entering Public Lands CUSTOM 1 METAL 1

5109 1.22 CATTLE GUARD OM2-2V 4 METAL 4

5109 1.22 BYPASS GATE OM2-2V 4 WOOD POST

MOUNT

5109 1.22 BYPASS GATE OM1-3 2 WIRE GATE

MOUNT

5109 1.22 RAILROAD CROSSBUCK R15-1 1 METAL 1

5109 1.25 CATTLE GUARD OM2-2V 4 METAL 4

5109 1.25 BYPASS GATE OM2-2V 4 WOOD POST

MOUNT

5109 1.25 BYPASS GATE OM1-3 2 WIRE GATE

MOUNT

5109 1.25 RAILROAD CROSSBUCK R15-1 1 METAL 1

5109 1.5 STEEP GRADES 14%,

UPHILL

W7-1b 1 METAL 1

5109 1.5 WARNING SIGN, "Narrow switchback road next x miles not recommended for vehicles over 25 ft"

CUSTOM

~3'X4'

1 METAL 2

5109 2.34 BLM Road through State and Private Ownership

CUSTOM 2 METAL 2

5109 4.32 CATTLE GUARD OM2-2V 4 METAL 4

5109 4.32 BYPASS GATE OM2-2V 4 WOOD POST

MOUNT

5109 4.32 BYPASS GATE OM1-3 2 WIRE GATE

MOUNT

510108T 0 BLM Entering Public Lands CUSTOM 1 METAL 1

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EARTHWORK [1]

ITEM QUANTITY UNIT

EXCAVATION (CUT) 4,464 CY

FILL (NATIVE) 4,313 CY

FILL (IMPORT) 1700 CY

WASTE Contractor

CALC.

[1] EARTHWORK QUANTITIES ARE BANK "IN PLACE"

ESTIMATES. CUT VOLUME IS BEFORE EXCAVATION.

FILL VOLUME HAS 10% SWELL (0.9 FILL FACTOR)

APPLIED. CONTRACTOR TO ANTICIPATE WASTE,

PAID INDIRECT TO 20404. ALL WASTE AREAS

WITHIN PROJECT AND WITHIN 1 MILE.

[2] THE QUANTITIES ARE AN ESTIMATE OF THE

ENGINEER. THE CONTRACTOR SHALL MAKE THEIR

OWN INDEPENDENT ESTIMATE OF QUANTITIES

AND BID THEREON.

NOTE: REFERENCE PLAN AND PROFILE SHEETS

FOR DETAILED EARTHWORK QUANTITIES.

REFERENCE EXCAVATION TEST PIT PHOTOS FOR

MATERIAL CHARACTERISTICS.

CULVERT

ITEM QUANTITY UNIT

18"Ø ROUND CMP 242 FT

24"Ø ROUND CMP 30 FT

6" SLOTTED DRAIN PIPE 80 FT

16' CATTLEGUARD 1 EA

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 BARRIER(S) & ROAD CLOSURE SIGNAGE AT THE SITE ENTRANCE AND

OR DESIGNATED LOCATIONS IN ACCORDANCE WITH FHA FP-14 SPECIFICATION

SECTIONS 635.04, 635.05, & 635.07. NO CONSTRUCTION SHALL OCCUR UNTIL THE

PROPER TRAFFIC CONTROL DEVICES FOR WARNING, CHANNELING, AND PROVIDING

SAFETY FOR MOTORISTS ARE IN PLACE. MAINTAIN THE 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 CLOSURE INFORMATION AND DETOUR SIGNAGE.

PER SPECIFICATION 156 & 635.

4. PROJECT CLOSURE TIME AND LOCATION VARIES THROUGH OUT THE PROJECT. SEE

SPECIFICATION 156 & 635 AND CLOSURE MAP FOR DURATION AND LOCATION.

SITE LAYOUT NOTES

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

PROPOSED FENCES AND GATES.

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

BY THE GOVERNMENT 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. THIS INCLUDES ANY NEW

TURNOUTS OR SWITCHBACK WIDENING.

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

8. ALL CULVERTS AND DIPS TO BE INSTALLED PRIOR TO ANY SURFACING.

ROADWAY & TRAIL NOTES

1. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAY(S) & PATHWAY(S) UNLESS

OTHERWISE NOTED

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ANY UTILITIES AND

STAY WITHIN EXISTING EASEMENTS. EXISTING DESIGN IS WITHIN BLM EASEMENTS

AND AGREEMENTS. CONTRACTOR IS RESPONSIBLE TO PROTECT GOVERNMENT AND

PRIVATE ASSETS WITHIN THE PROJECT AREA FROM DAMAGE.

3. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO SUPERVISE AND

CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED.

4. ALL PROPOSED ROADWAYS & PATHWAYS SHALL MEET THE LINE AND GRADE OF

EXISTING ADJACENT ROADWAY SURFACES.

5. ALL VEGETATION REMOVED SHALL BE STOCKPILED FOR USE ON ROAD

OBLITERATION PAID INDIRECT TO 201 202 PAYITEMS.

6. CONTRACTOR IS RESPONSIBLE FOR TIMING OPERATIONS FOR NATURAL MOISTURE

CONDITIONS OR HAULING WATER FOR COMPACTION.

7. CONTRACTOR REQUIRED TO MEET HORIZONTAL AND VERTICAL ALIGNMENT WITHIN

TOLERANCE OF TABLE 204-2 UNLESS OTHERWISE APPROVED BY THE CO.

8. ALL SURVEY STAKING PAID INDIRECT TO 20402 PAYITEMS. GOVERNMENT WILL

VERIFY ACCURACY WITH GPS SURVEY EQUIPMENT AND CAN PROVIDE SURVEY DATA

IN TABULAR OR ELECTRONIC FORMATS.

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

UNRECORED ARCHEOLOGY.

6. CONSULT ALL DRAWING AND SPECIFICATIONS FOR COORDINATION PRIOR TO

COMMENCING DEMOLITION.

ESTIMATED QUANTITIES [2]

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CULVERT LISTING:

SIGN LISTING:

TRAIL EARTHWORK [1]

ITEM QUANTITY UNIT

EXCAVATION (CUT) 148 CY

FILL (NATIVE) 86 CY

SURFACING (IMPORT) 74 CY

WASTE 62 CY

CONTROL

POINT NORTHING EASTING ELEVATION

110 629090.497 1271811.311 5567.726 111 628711.7340 1271235.5510 5557.7090 113 628258.3270 1271447.1740 5467.9400 114 627434.6410 1270802.0380 5352.154 115 626862.1480 1271375.3670 5245.4790 116 626211.9530 1271531.8830 5170.8010

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RINGING ROCK

RECREATION SITE #5109T

MP 3.66 END

WORKLIST BEGIN

REALIGNMENT

BEGIN PROJECT

MP 0.0 - 0.84 TWO

LANE GRAVEL

VEHICLE PARKING LOT.

BEGIN WALKING TRAIL

CONSTRUCTION #5109WTMP 4.32 END

REALIGNMENT

RESUME WORKLIST

MP 0.84 BEGIN

NARROW 2

LANE ~18 FT

MP 1.48 BEGIN 14FT

OUTSLOPE NATIVE SURFACE

ROUTE #510108T

MP0.0-0.09

RINGINGROCKSRECONSTREALIGN\CIVIL3D\06_IMPROVEMENT SHEETS\20240729_GENNOTESWORKLIST.DWG

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RINGING ROCK

RECREATION SITE

MP 3.66 ROAD

CLOSED TO ALL

PUBLIC USE

BEGIN PROJECT MP

0.0 CONSTRUCTION

INFORMATION KIOSK

MP 4.32 ROAD CLOSED

TO ALL PUBLIC USE

CONSTRUCTION

INFORMATION KIOSK

DETOUR

INFORMATION

DETOUR

INFORMATION

CONSTRUCTION

INFORMATION KIOSK

Road BMP EMP Pay Item No.

Description QTY UOM

5109 0.00 . 15101 Mobilization 1 Lump Sum

0.00 63501 Temporary traffic control 1 Lump Sum

0.01 . 63302A Sign System - U-Channel Steel 1 Each

0.01 0.84 Option 4- 30311 Aggregate surface reconditioning, compaction Placement method 2 0.84 Mile

0.76 0.799 62201A Rental Equipment, Hydraulic Excavator 4 Hour

0.84 . 30207A Aggregate surface course, Placement method 2 10 Cubic Yard

0.84 60708 Cleaning culverts in place 1 Each

0.84 1.51 30315 Roadway reconditioning, compaction Placement method 2 0.67 Mile

0.85 . 61903 Remove and Replace Cattle guard, 16 wide with sign package 1 Each

0.85 . 63302A Sign System - U-Channel Steel 1 Each

0.85 1.45 Option 3- 30207A Aggregate surface course, Placement method 2 1085 Cubic Yard

1.12 . 63302A Sign System - U-Channel Steel 1 Each

1.22 . 63302B Sign System - U-Channel Steel, Railroad Crossbuck assembly with Yield. 2 Each

1.22 60712 Cleaning Cattle guard in place, repair or replace wingwalls. 1 Each

1.22 63301 Sign Package, Cattle guard 1 Each

1.24 . 20424A Drainage Excavation, type Construct Ditch 100 Foot

1.24 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 80 Cubic Yard

1.25 . 63302B Sign System - U-Channel Steel, Railroad Crossbuck assembly with Yield. 2 Each

1.25 60712 Cleaning Cattle guard in place, repair or replace wingwalls. 1 Each

1.25 61902 Construct Wire Gate 1 Each

1.25 63301 Sign Package, Cattle guard 1 Each

1.48 . 61901 Fence Construction, Buck and Pole 300 Foot

1.48 Option 5- 25101 Placed riprap, Class 7, Government Furnished 15 Cubic Yard

1.50 . 63302A Sign System - U-Channel Steel 1 Each

1.51 3.7 30315 Roadway reconditioning, compaction Placement method 2 2.19 Mile

1.57 . 20424A Drainage Excavation, type Construct Ditch 10 Foot

1.57 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

1.60 1.64 20424A Drainage Excavation, type Construct Ditch 950 Foot

1.62 .

Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

1.64 . 62201A Rental Equipment, Hydraulic Excavator 4 Hour

1.76 . 20302 Removal of Minor Culvert, Disposal Method A 1 Each

1.76 20425C Drainage Excavation, type Construct concrete plank Ford. Gov furnished planks 1 Each

1.78 . 62201A Rental Equipment, Hydraulic Excavator 0.5 Hour

1.78 Option 5- 25101 Placed riprap, Class 7, Government Furnished 15 Cubic Yard

1.78 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

1.91 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

1.91 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

2.04 2.185 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 220 Cubic Yard

Road BMP EMP Pay Item No.

Description QTY UOM

2.06 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 200 Cubic Yard

2.10 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

2.14 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 100 Cubic Yard

2.18 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

2.18 . 20425B Drainage Excavation, type Construct Rock Ford Dip 1 Each

2.23 . 60708 Cleaning culverts in place 1 Each

2.32 .

Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

2.34 . 63302A Sign System - U-Channel Steel 1 Each

2.35 . 60708 Cleaning culverts in place 1 Each

2.39 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 200 Cubic Yard

2.40 .

Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 10 Cubic Yard

2.45 . 60201A 18 inch pipe culvert, CMP 40 Foot

2.45 . 20424A Drainage Excavation, type Construct Ditch 100 Foot

2.48 . 20424A Drainage Excavation, type Construct Ditch 220 Foot

2.49 2.66 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 250 Cubic Yard

2.50 . 20425B Drainage Excavation, type Construct Rock Ford Dip 1 Each

2.53 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

2.60 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 150 Cubic Yard

2.61 . 62201B Rental Equipment, Grader 4 Hour

2.62 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

2.66 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 150 Cubic Yard

2.67 . 20424A Drainage Excavation, type Construct Ditch 100 Foot

2.68 . 20425B Drainage Excavation, type Construct Rock Ford Dip 1 Each

2.71 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 150 Cubic Yard

2.77 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

2.80 . 20424A Drainage Excavation, type Construct Ditch 10 Foot

2.91 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

2.91 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

2.93 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

2.94 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

2.94 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

3.04 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 150 Cubic Yard

3.07 . 60201B 24 inch pipe culvert, CMP 30 Foot

3.07 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 10 Cubic Yard

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Road BMP EMP Pay Item No.

Description QTY UOM

3.09 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

3.11 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 40 Cubic Yard

3.14 . 60708 Cleaning culverts in place 1 Each

3.17 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

3.17 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 20 Cubic Yard

3.24 . 20425B Drainage Excavation, type Construct Rock Ford Dip 1 Each

3.38 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

3.40 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

3.41 . 60201A 18 inch pipe culvert, CMP 40 Foot

3.41 20302 Removal of Minor Culvert, Disposal Method A 1 Each

3.47 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

3.55 . 63302A Sign System - U-Channel Steel 1 Each

3.56 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

3.60 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

3.60 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 10 Cubic Yard

3.83 . 62201A Rental Equipment, Hydraulic Excavator 8 Hour

3.83 62201B Rental Equipment, Grader 8 Hour

3.83 62201C Rental Equipment, Dump Truck 8 Hour

3.84 . 62201A Rental Equipment, Hydraulic Excavator 4 Hour

3.84 Option 5- 25101 Placed riprap, Class 7, Government Furnished 15 Cubic Yard

4.32 . 60712 Cleaning Cattle guard in place, repair or replace wingwalls. 1 Each

4.32 63301 Sign Package, Cattle guard 1 Each

4.33 . 20207 Removal of Individual Trees, disposal method J 2 Each

4.33 4.58 20203 Selective Clearing and Grubbing, Disposal Method J 0.25 Mile

4.33 4.53 30315 Roadway reconditioning, compaction Placement method 2 0.2 Mile

4.46 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 200 Cubic Yard

4.53 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 149 Cubic Yard

4.54 .

Option 6- 20703 Drive pad, Permeable Geogrid 67 Square Yard

4.54 61901 Fence Construction, Buck and Pole 150 Foot

4.54 Option 5- 25101 Placed riprap, Class 7, Government Furnished 15 Cubic Yard

4.54 Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 300 Cubic Yard

5109 Total

510108T 0.00 . 63302A Sign System - U-Channel Steel 1 Each

0.42 . 30317 Roadway reconditioning, compaction Placement method 2 11500 Square Yard

0.45 . 30207A Aggregate surface course, Placement method 2 10 Cubic Yard

0.45 62201A Rental Equipment, Hydraulic Excavator 2 Hour

0.46 . 62201A Rental Equipment, Hydraulic Excavator 4 Hour

0.46 60204 6 inch slotted drain pipe, Plastic 80 Foot

Road BMP EMP Pay Item No.

Description QTY UOM

510108T Total

5109-Reali gnment Station 0 . 20404

Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2. Realignment. 4313 Cubic Yard

Option 1a-30210 Pit run maximum size 2.5 inch, Placement method 2 1700 Cubic Yard

Option 1b-30210

Pit run maximum size 2.5 inch, Placement method 2. Government furnished material. 0.45 Mile

0 4328 20205 Special Clearing and Grubbing, Disposal Method J 0.6 Mile

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

125 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

323 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

400 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

900 . 20425C Drainage Excavation, type Construct concrete plank Ford. Gov furnished planks 1 Each

1035 . 21101 Roadway obliteration, method a 0.13 Mile

1070 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 10 Cubic Yard

1232 . 20425A Drainage Excavation, type Construct Drain Dip 1 Each

Option 2-30210 Pit run maximum size 2.5 inch, Placement method 2 10 Cubic Yard

1357 . 30319 Construct 4% Outslope for 50' with 25' Tapers 1 Each

1594 . 60201A 18 inch pipe culvert, CMP 40 Foot

2200 3200 20203 Selective Clearing and Grubbing, Disposal Method J 0.2 Mile

2388 . 60201A 18 inch pipe culvert, CMP 44 Foot

2388 20302 Removal of Minor Culvert, Disposal Method A 1 Each

2500 . 60201A 18 inch pipe culvert, CMP 44 Foot

3192 . 60201A 18 inch pipe culvert, CMP 40 Foot

3192 21101 Roadway obliteration, method a 0.04 Mile

3407 . 21101 Roadway obliteration, method a 0.11 Mile

5109-Reali gnment Total

5109T 0.00 . 62201A Rental Equipment, Hydraulic Excavator 4 Hour

0.00 0.04 20402B Roadway excavation and embankment, To Narrow, compaction placement method 3, tolerance class H 0.04 Mile

0.04 . 20403 Roadway excavation and embankment, Unclassified Borrow, compaction placement method 2 40 Cubic Yard

0.04 61901 Fence Construction, Buck and Pole 60 Foot

0.04 Option 5- 25101 Placed riprap, Class 7, Government Furnished 2 Cubic Yard

0.08 . 62201A Rental Equipment, Hydraulic Excavator 2 Hour

0.08 21101 Roadway obliteration, method a 0.06 Mile

0.08 Option 5- 25101 Placed riprap, Class 7, Government Furnished 15 Cubic Yard

0.09 . 21101 Roadway obliteration, method a 0.15 Mile

5109T Total

5109WT 0 . 20402A

Roadway excavation and embankment, 48" Walking Trail, compaction placement method 3, tolerance class H 0.28 Mile

0 30207B Aggregate surface course, Placement method 2. Trail Surfacing. 110 Cubic Yard

5109WT

Total

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FILL SLOPE

ROAD SHOULDERS

CLEARING LIMITS TYPICAL

SEE NOTES

2 & 3

SEE NOTES 2 & 3

ROADSIDE CLEARING

LIMITS. SEE NOTE 1

TOE OF FILL

CLEARING AND GRUBBING NOTES

1. ALL CONIFERS, HARDWOODS AND BRUSH WITHIN 5 FEET OF THE SHOULDERS OF THE ROAD OR THE BOTTOM OF THE DITCH SHALL BE REMOVED. EXISTING 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 ROAD BED 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 12 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.

DISPOSAL OF VEGETATION:

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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.

[3]

[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

ROADWAY SECTION STATIONS

ROAD SECTION SUBGRADE

FINISHED

ROADWAY/

TRAIL

TEMPLATE(S) TOLERANCE

CLASS

ROAD 5109 MP 0.00 - MP 0.84 NA 20 FT MIN F H

ROAD 5109 MP 0.84 - MP 1.48 19 FT MIN 18 FT MIN F H

ROAD 5109 MP 1.48 - MP 3.66 15 FT MIN 14 FT MIN A,B,C,D,E H

ROAD 5109 MP 3.66 - MP 4.32 REALIGNMENT SECTION 16FT MIN 15FT MIN A,B,C,D H

ROAD 5109 MP 4.32 - 4.54 15 FT w/o Ditch, 13 FT w/ Ditch

14 FT MIN C H

ROAD 5109 MP 4.54 PARKING AREA H

WALKING TRAIL 48 IN 40 INCHES A,B H

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

' 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.

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

EXISTING

CUT SLOPE

EXISTING

FILL SLOPE

DEPOSIT FILL MATERIAL ONDEEP RIPPEDROADBED, TYP.

ROCK FILL FORD CONSTRUCTION NOTES

1. DIP 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 2 ROCK, PLUS SURFACING COURSE SHALL BE PLACED ON ROADWAY, AND

CLASS 3 & 4 ROCK ON SLOPES.(FP-14 705) ALL MATERIALS NEEDED FOR

CONSTRUCTION OF THIS FORD ARE PAID INDIRECT TO PAYITEM 20425B ROCK FORD

DIP. MATERIAL CAN BE CONSERVED FROM PROJECT EXCAVATIONS.

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

FLOODPLAIN AREA.

ROADWAY

DRAW SLOPE

RIPRAP CLASS

3 & 4

RIPRAP CLASS 2

SURFACE COURSE

ROCK FILL FORD

ROCK FILL FORD SECTION A-A

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CONCRETE PLANK FORD

NOTES:

GOVERNMENT FURNISHED USED

CONCRETE PLANKS. CONTRACTOR

RESPONSIBLE FOR ANY BOLTS AND

MINIMAL TAB REPAIR TO HAVE A

STURDY CONNECTION.

FORD APPROXIMATELY 20 FT TOTAL

LENGTH. PLANKS ARE 10 FT X 6 IN X 14

IN GOVERNMENT FURNISHED TO THE

TRAILHEAD.

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text A

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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AutoCAD SHX Text National Forest

AutoCAD SHX Text

DUTCH JOHN 5 TRUCKEE 3

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

EDGE OF SHOULDER

AutoCAD SHX Text

EDGE OF TRAVELED WAY

AutoCAD SHX Text

DUTCH JOHN 5 TRUCKEE 3

AutoCAD SHX Text National Forest

AutoCAD SHX Text

EDGE OF SHOULDER

AutoCAD SHX Text

SHOULDER

AutoCAD SHX Text

%%UINSTALLATION DETAILS%%

AutoCAD SHX Text

1" GAP

AutoCAD SHX Text

1" GAP

AutoCAD SHX Text

D=DEPTH IN GROUND

AutoCAD SHX Text

H=HEIGHT OF POST

AutoCAD SHX Text

D=H/4, BUT NOT LESS THAN 3'

AutoCAD SHX Text

%%UCUT SIDE%%

AutoCAD SHX Text

%%UFILL SIDE%%

AutoCAD SHX Text NOTES DISTANCE FROM SIGN TO ROAD SHOULDER OR EDGE OF TRAVELED WAY APPLIES TO EITHER CUT OR FILL SIDE OF TOAD. ALL POSTS MUST BE OUTSIDE OF DITCH LINE. INSTAL REFLECTIVE SIGN PANELS FACING SLIGHTLY AWAY FROM ROAD TO REDUCE REFLECTIVE GLARE.

AutoCAD SHX Text POSTS SHALL BE BACKFILLED TO THE LEVEL OF THE ORIGINAL GROUND IN 6" COMPACTED LIFTS TO A DENSITY THAT EXCEEDS THE DENSITY OF THE SURROUNDING EMBANKMENT. MOISTURE CONTENT OF THE BACKFILL SHALL BE SUITBLE FOR OBTAINING COMPACTION.

AutoCAD SHX Text SIGN SHALL BE INSTALLED SO THAT THE TOP OF THE SIGN IS FLUSH WITH THE TOP OF THE POST. DO NOT CUT TOPS OF POSTS UNLESS APPROVED BY THE ENGINEER.

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MP 3.66

END WORKLIST PAYITEMS

BEGIN REALIGNMENT

STA 3+50-6+00 PLACE 450CY

UNCLASSIFIED BORROW FROM

STA 20+50 SWITCHBACK

CONSTRUCTION.

DESIGNATED WASTE AREA

STA 5+00 - 7+00 WIDTH

NARROWS 14FT.

OPTIONAL WASTE AREA.

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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GRADE

EXISTING ROAD

OBLITERATION

CONSTRUCT TURNOUT

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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CONSTRUCT TURNOUT

INSTALL CULVERT

EXISTING ROAD

OBLITERATION

DRIVABLE FORD

HAUL ~450 CY

BORROW TO STA

3+50-6+00 OR

DESIGNATED

WASTE LOCATIONS.

CONSTRUCT TURNOUT

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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CONSTRUCT TURNOUT,

INSTALL CMP

DRIVABLE FORD

CTRL 114,

OFF PAGE

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

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END MATCH

EXISTING GRADE

INSTALL CMP

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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DITCH TO

DRAIN

EXISTING ROAD

OBLITERATE

PRIMARY CUT VOLUME

FOR FILL AT STA 35+40

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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END REALIGNMENT.

RESUME WORKLIST

MP 4.32

WASTE EXCESS TO

DESIGNATED LOCATIONS

MATCH EXISTING GRADE

EXISTING ROAD.

DESIGNATED WASTE AREA.

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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CTRL 110, ACROSS

PARKING LOT

C:\USERS\KMARKS\ONEDRIVE - DOI\KCM_WORKINGFILES\_WMD_DESIGNPROJECTS\2023

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WASTE EXCESS ON ADJACENT

PARKING AREA AND ACCESS

ROAD TO COVER ROCK

RINGINGROCKSRECONSTREALIGN\CIVIL3D\04_PROFILES\ROADWAY.DWG

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Sheets and Views

1 COVER

2 GENERAL NOTES & ROADWORK SUMMARIES

3 AREAMAP

4 CLOSURE MAP

5 WORKLIST 5109 1 OF 2

6 WORKLIST 5109 2 OF 2

7 CLEARING AND GRUBBING, CATTLE GUARD

8 ROADWAY TYPICALS & TURNOUT

9 DIP AND ROCKFILL FORD

10 CULVERT TYP

11 BUCK AND POLE FENCE, WIRE GATE, & SIGN INST.

12 REALIGNMENT STA 0+00

13 REALIGNMENT STA 6+50

14 REALIGNMENT STA 13+00

15 REALIGNMENT STA 19+00

16 REALIGNMENT STA 25+00

17 17 REALIGNMENT STA 31+50

18 18 REALIGNMENT STA 37+50

19 CROSS SECTION 0+00

20 CROSS SECTION 8+00

21 CROSS SECTION 17+00

22 CROSS SECTION 25+50

23 CROSS SECTION 35+00

24 TRAIL 0+00

25 TRAIL 7+50

26 TCS 0+00

27 TCS 8+55

File details come from the government source that posted it. Updated Jan 15, 2025.