TO1 Seed - DifficultCG-AsphaltPaving Attachments.pdf

26 Mar 21

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 4/2

1 1 3:

BC

ON

AN

T D :\B

RE

TC

ON

AN

T\ W

RN

F\

PR

OJ

EC

TS

\20

W

RN

F-

RO

AD

SI

DI

Q\

TA

SK

OR

DE

R1 -S

EE

DP

RO

JE

CT

\C

ON

TR

AC

TP

RE

P\

SU

RV

EY

DE

SI

GN

PL

AN

SA

ND

SP

EC

S\

PL

AN

SD

RA

W

IN

GS

\20

DI

FF

IC

UL

TC

GA

SP

HA

LT

PA

VI

NG

W

RN

F-

RB

CM

-ID

IQ

-T

O1 .D

W G

R02

ROCKY MOUNTAIN REGION

DIFFICULT CG

ASPHALT PAVING;

WRNF RBCM IDIQ;

TASK ORDER #1

(SEED PROJECT)

WHITE RIVER NATIONAL

FOREST

ASPEN RANGER DISTRICT

GENERAL PROJECT

INFORMATION

2/22/2021 N/A

B.CONANT

B.CONANT

E.BORUM

N/A

C-02 2 6

PROJECT NOTES:

The contractor shall provide temporary traffic control in accordance with section 635 and contract traffic control plan on sheet 3 of the plans.

Pay item 63308; furnish and install 72" flanged

U-channel steel posts (green) with Type 1, 3" clear plastic lens reflectors on each side of post.

See sheet 4 of the plans for 18' Ft. wide template grading and paving details.

See sheet 5 of the plans for day use parking area grading, paving and pavement marking (painting) details.

See sheet 4 of the plans for 10' Ft. wide template grading and paving details.

See sheet 6 of the plans for culvert summary and installation details.

Pay Item 63310.1; remove 24" x 18' x 4" asphalt speed bumps, replace with 24" x 18' x 3" asphalt speedbumps. Hot mix asphalt shall be 3 inches compacted, PG 64-28, 75 gyration mix with up to

20% RAP max.

1"=500'

PROJECT INFORMATION MAP

108.1A

ASPEN RANGER

DISTRICT

PRIVATE PROPERTY

WHITE RIVER

NATIONAL

FOREST

Loop A

Loop B

Sta.0+00

Sta. 32+50 (End Entrance Road)

Sta. 0+00 (Begin Loop A)

Sta. 15+40 (End Loop A)

Sta.0+00

(Begin Loop B)

Sta.14+30

(End Loop B)

Description of Work

Station

Description

0+00

Begin full depth reclamation and 18' ft. wide paving

25+00

Remove and replace speedbump

25+20

Day use parking area right, intersection

27+85

Remove and replace speedbump

32+00

End 18' ft. wide paving and begin transition into

10' wide for 50' feet to Loop A

32+50 = 0+00

(Loop A)

End 50' ft. transition and begin 10' ft. wide paving on Loop A

15+40

End 10' ft. wide paving Loop A

0+00 (Loop B) Begin 10' ft. wide paving Loop B

0+20

Remove 48" x 40' CMP, install 71 inch span, 47 inch rise x 40', pipe arch culvert (item 60202.1)

1+30

Remove 36" x 33' CMP, install 57 inch span, 38 inch rise x 35', pipe arch culvert (item 60202.2)

2+65

Remove 24" x 28' CMP, install 35 inch span, 24 inch rise x 30', pipe arch culvert (item 60202.3)

9+15

Remove 36" x 30' CMP, install 71 inch span, 47 inch rise x 30', pipe arch culvert (item 60202.1)

14+30

End 10' ft. wide paving Loop B, intersection with main entrance road.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 4/2

1 1 3:

BC

ON

AN

T D :\B

RE

TC

ON

AN

T\ W

RN

F\

PR

OJ

EC

TS

\20

W

RN

F-

RO

AD

SI

DI

Q\

TA

SK

OR

DE

R1 -S

EE

DP

RO

JE

CT

\C

ON

TR

AC

TP

RE

P\

SU

RV

EY

DE

SI

GN

PL

AN

SA

ND

SP

EC

S\

PL

AN

SD

RA

W

IN

GS

\20

DI

FF

IC

UL

TC

GA

SP

HA

LT

PA

VI

NG

W

RN

F-

RB

CM

-ID

IQ

-T

O1 .D

W G

R02

ROCKY MOUNTAIN REGION

DIFFICULT CG

ASPHALT PAVING;

WRNF RBCM IDIQ;

TASK ORDER #1

(SEED PROJECT)

WHITE RIVER NATIONAL

FOREST

ASPEN RANGER DISTRICT

CONTRACT TRAFFIC

CONTROL PLAN

2/22/2021 N/A

B.CONANT

B.CONANT

E.BORUM

N/A

C-03 3 6

GENERAL NOTES:

1. All work shall be done in accordance with the

Standard Specifications applicable to the

Project and the "Manual on Uniform Traffic

Control Devices" (MUTCD) published by the

U.S. Department of Transportation, Federal

Highway Administration.

2. Where traffic is maintained through or over any part of the Project, the Contractor will be required to mark all hazards within the limits of the Project (including connecting roads) with well-maintained signs. Signs shall be moved, added to, changed or removed as required during the progress of construction and removed entirely when the Project is completed.

3. All signs shall be placed for best visibility and legibility, maintained in good condition and kept clean and free of dirt at all times. Contractor's vehicles and equipment must be parked so that signs and barricades are visible to approaching traffic at all times.

W20-1

100' Feet

Past Gate

1"=500'

TRAFFIC CONTROL PLAN MAP

108.1A

ASPEN RANGER

DISTRICT

PRIVATE PROPERTY

WHITE RIVER

NATIONAL

FOREST

Sign Summary

Sign Num. Description

Type III

Barricade(s) Movable type III barricade(s)

R11-2

Road Closed (X1)

W20-1

Road Work Ahead (X1)

FW11-10d

Heavy Truck Traffic (X2)

WORK

AHEAD

ROAD

W20-1

(30" x 30")

(black on orange)

As Required

CLOSED

ROAD

max.

min.

1'-8"

1'-8"

6'-6"

5'

Type lll Movable Barricades

R11-2

CLOSED

ROAD

(black on white)

(48" x 30")

TRUCK

TRAFFIC

HEAVY

FW11-10d

(36" x 36")

(black on orange)

FW11-10d

500' Feet From

Intersection

Type III Barricade(s) with R11-2 At Gate

FW11-10d

500' Feet From

Intersection

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

3" DEPTH OF

ASPHALT

8" DEPTH OF

NEW BASE COURSE

(PULVERIZED ASPHALT

AND AGGREGATE BASE)

1.0' 9.0' 9.0' 1.0'

SHAPE TO

EXISTING SLOPE

1.5% - 2%

1.5% - 2%

3" DEPTH OF

SHOULDER

AGGREGATE,

COVER ALL

EXPOSED BASE

MATERIAL (TYP.)

EXISTING SURFACE

VARIABLE SLOPES

5" ± DEPTH OF

EXISTING ASPHALT

3" ± DEPTH OF

EXISTING AGGREGATE

BASE

1.0' 9.0' 9.0' 1.0'

1.5% - 2%

1.5% - 2%

SHOULDER

AGGREGATE

EXISTING SURFACE

VARIABLE SLOPES

CLEAN OR RESHAPE

DITCHES AS NEEDED

(MINIMAL EXPECTED)

3" DEPTH OF

ASPHALT

8" DEPTH OF

NEW BASE COURSE

(PULVERIZED ASPHALT

AND AGGREGATE BASE)

1.0' 5.0' 5.0' 1.0'

SHAPE TO

EXISTING SLOPE

1.5% - 2%1.5% - 2%

3" DEPTH OF

SHOULDER

AGGREGATE,

COVER ALL

EXPOSED BASE

MATERIAL (TYP.)

EXISTING SURFACE

VARIABLE SLOPES

CLEAN OR RESHAPE

DITCHES AS NEEDED

(MINIMAL EXPECTED)

5" ± DEPTH OF

EXISTING ASPHALT

3" ± DEPTH OF

EXISTING AGGREGATE

BASE

SHOULDER

AGGREGATE

EXISTING SURFACE

VARIABLE SLOPES

1.0' 5.0' 5.0' 1.0'

1.5% - 2%1.5% - 2%

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 4/2

1 1 3:

BC

ON

AN

T D :\B

RE

TC

ON

AN

T\ W

RN

F\

PR

OJ

EC

TS

\20

W

RN

F-

RO

AD

SI

DI

Q\

TA

SK

OR

DE

R1 -S

EE

DP

RO

JE

CT

\C

ON

TR

AC

TP

RE

P\

SU

RV

EY

DE

SI

GN

PL

AN

SA

ND

SP

EC

S\

PL

AN

SD

RA

W

IN

GS

\20

DI

FF

IC

UL

TC

GA

SP

HA

LT

PA

VI

NG

W

RN

F-

RB

CM

-ID

IQ

-T

O1 .D

W G

R02

ROCKY MOUNTAIN REGION

DIFFICULT CG

ASPHALT PAVING;

WRNF RBCM IDIQ;

TASK ORDER #1

(SEED PROJECT)

WHITE RIVER NATIONAL

FOREST

ASPEN RANGER DISTRICT

ROAD GRADING AND

PAVING SECTIONS

2/22/2021 N/A

B.CONANT

B.CONANT

E.BORUM

N/A

C-04 4 6

GENERAL NOTES:

1. Pulverize full depth of existing asphalt, average thickness is 5"± inches on all paved areas. Pulverize at least 3" inches of existing aggregate base course material beneath existing asphalt. Refer to FP-14 section 304 for mixing, finishing and compaction requirements. Obtain material sampling and testing reports of pulverized material prior to compacting and paving

(refer to FSSS section 204.11).

2. Hot mix asphalt shall be 3 inches compacted, PG 64-28, 75 gyration mix with up to 20% RAP max. Place asphalt in one, 3" compacted lift with the top longitudinal joint along the centerline.

3. All new road sections are crowned with 1.5% - 2% slopes.

4. Saw cut existing asphalt at project beginning point. Match existing road grades with a 50' foot transition between the 18' foot and 10' foot sections.

5. Maintain existing centerlines for all roads.

6. Complete placement and compaction of shoulder aggregate

(CDOT CLASS 6) following compaction and finish rolling of asphalt. Shoulder aggregate shall cover all exposed pulverized asphalt base material remaining on shoulders and slopes.

1"=5'

NEW 18' PAVED SECTION STA. 0+00 - 32+00

MAIN ENTRANCE ROAD

1"=5'

EXISTING 18' PAVED SECTION STA. 0+00 - 32+00

MAIN ENTRANCE ROAD

1"=5'

NEW 10' PAVED SECTION, STA. 0+00 - 15+40 LOOP

A STA. 0+00 - 14+30 LOOP B

1"=5'

EXISTING 10' PAVED SECTION, STA. 0+00 - 15+40 LOOP

A STA. 0+00 - 14+30 LOOP B

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

TIMBER AND CONCRETE

WHEELSTOPS TO BE

REMOVED (TYP.)

OPTION ITEM 20301.2

EXISTING 36" BOULDERS

TO BE MOVED AND/OR

REPLACED (TYP.)

OPTION ITEM 63310.2

G

R

A

D

I

N

G

G

R

A

D

I N

G

G

R

A

D

I

N

G

G R

A D

I N

G

G

R

A

D

I

N

G

G

R

A

D

I

N

G

G

R

A

D

I

N

G

G -0

ISLAND (NO

PAVEMENT)

I S

L A

N D

N

O

P A

V E

M E

N T

R V

P

A R

K I N

G

1.0' 7.5' 7.5' 1.0'

1.0' 7.5' 7.5' 1.0'

1.5% - 2%1.5% - 2%

1.5% - 2%1.5% - 2%

5" ± DEPTH OF

EXISTING ASPHALT

3" ± DEPTH OF

EXISTING AGGREGATE

BASE

SHOULDER

AGGREGATE

3" DEPTH OF

ASPHALT

8" DEPTH OF

NEW BASE COURSE

(PULVERIZED ASPHALT

AND AGGREGATE BASE)

3" DEPTH OF

SHOULDER

AGGREGATE,

COVER ALL

EXPOSED BASE

MATERIAL (TYP.)

EXISTING SURFACE

VARIABLE SLOPES

SHAPE TO

EXISTING SLOPE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 4/2

1 1 3:

BC

ON

AN

T D :\B

RE

TC

ON

AN

T\ W

RN

F\

PR

OJ

EC

TS

\20

W

RN

F-

RO

AD

SI

DI

Q\

TA

SK

OR

DE

R1 -S

EE

DP

RO

JE

CT

\C

ON

TR

AC

TP

RE

P\

SU

RV

EY

DE

SI

GN

PL

AN

SA

ND

SP

EC

S\

PL

AN

SD

RA

W

IN

GS

\20

DI

FF

IC

UL

TC

GA

SP

HA

LT

PA

VI

NG

W

RN

F-

RB

CM

-ID

IQ

-T

O1 .D

W G

R02

ROCKY MOUNTAIN REGION

DIFFICULT CG

ASPHALT PAVING;

WRNF RBCM IDIQ;

TASK ORDER #1

(SEED PROJECT)

WHITE RIVER NATIONAL

FOREST

ASPEN RANGER DISTRICT

DAY USE AREA

GRADING, PAVING AND

PAVEMENT MARKING

DETAILS

2/22/2021 N/A

B.CONANT

B.CONANT

E.BORUM

N/A

C-05 5 6

GENERAL NOTES:

1. Pulverize full depth of existing asphalt, average thickness is 5"± inches on all paved areas. Pulverize at least 3" inches of existing aggregate base course material beneath existing asphalt. Refer to

FP-14 section 304 for mixing, finishing and compaction requirements. Obtain material sampling and testing reports of pulverized material prior to compacting and paving (refer to FSSS section 204.11).

2. Hot mix asphalt shall be 3 inches compacted, PG 64-28, 75 gyration mix with up to 20% RAP max.Place asphalt in one, 3" compacted lift with the top longitudinal joints located where necessary.

3. Grade the parking area with 1.5% - 2% slopes as shown on this sheet.

4. Shape and grade curve radii and transitions smoothly and to closely match the existing parking lot as possible.

5. Complete placement and compaction of shoulder aggregate

(CDOT CLASS 6) around all paved areas following compaction and finish rolling of asphalt. The aggregate shall cover all exposed pulverized asphalt base material.

6. Pavement markings shall be in accordance with FP-14 Section 634, type K (waterborne), white, apply 2 coats.

7. For boulder placement (option item 63310.2), utilize on-site materials and/or materials obtained from the designated borrow source (see FSSS 105.02(a)) and approved by the CO. Place in locations marked on the ground and approved by the CO.

8. For removal of timber and concrete wheelstops (option item

20301.2), all disturbed ground shall be be restored to the same grades as the surrounding undisturbed areas. Fill all holes and depressions resulting from the removal of the wheelstops.

Lot Striping Summary

Type Dimensions/ Quantity

Passenger

Vehicle

9' x 20'/ 26 spaces

Passenger

Vehicle

(Handicapped) 9' x 20', median is 4.5' x 20'/ 2 spaces

RV

10' x 20'/ 1 space

RV

10' x 30'/ 2 spaces

1"=30'

DAY USE PARKING GRADING AND PAVEMENT

MARKING DETAILS

1"=5'

NEW 15' PAVED ENTRANCE SECTION

1"=5'

EXISTING 15' PAVED ENTRANCE SECTION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

UNDISTURBED

EARTH

CMP

12 IN MIN.

COVER

*Excavate and compact according to FSSS section 209.10, (f)

Compaction Method 6.

AS STAKED

A S

S T

A K

E D

ROAD

3FT

* Material found on-site (Gov. furnished) OR commercial source may be used if no on-site material is available. On-site material size or commercial rock class size shall be designated by the CO. Typical dimensions shown, construct as staked.

2FT

CORRUGATED METAL PIPE

SIZE AS STAKED

(GALVANIZED)

* ROCK APRON

AT OUTLET

WIDTH = DIAMETER (OR SPAN) OF PIPE + 1 FT ON EACH SIDE

2 FT DEPTH X

3 FT LENGTH

EXISTING STREAMBED

OR FLOW CHANNEL

ROAD SURFACE

EXCAVATION LIMITS PER

OSHA REQUIREMENTS

PIPE BEDDING

4" INCH MIN.

BACKFILL IN 6 IN

COMPACTED LIFTS*.

PLACED GOV.

FURNISHED RIPRAP

ON EMBANKMENTS

LOCATIONS ARE

APPROVED

BY THE CO (TYP.)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/2 3/2

1 1 3:

BC

ON

AN

T D :\B

RE

TC

ON

AN

T\ W

RN

F\

PR

OJ

EC

TS

\20

W

RN

F-

RO

AD

SI

DI

Q\

TA

SK

OR

DE

R1 -S

EE

DP

RO

JE

CT

\C

ON

TR

AC

TP

RE

P\

SU

RV

EY

DE

SI

GN

PL

AN

SA

ND

SP

EC

S\

PL

AN

SD

RA

W

IN

GS

\20

DI

FF

IC

UL

TC

GA

SP

HA

LT

PA

VI

NG

W

RN

F-

RB

CM

-ID

IQ

-T

O1 .D

W G

R02

ROCKY MOUNTAIN REGION

DIFFICULT CG

ASPHALT PAVING;

WRNF RBCM IDIQ;

TASK ORDER #1

(SEED PROJECT)

WHITE RIVER NATIONAL

FOREST

ASPEN RANGER DISTRICT

CULVERT SUMMARY AND

INSTALLATION DETAILS

2/22/2021 N/A

B.CONANT

B.CONANT

E.BORUM

N/A

C-06 6 6

GENERAL NOTES:

1. Install culverts as staked. Staking for control of culvert installations is established by the Forest Service. Stakes reference culvert inlet and outlet locations and invert elevations.

2. Do not order culvert material until the CO has accepted the final structure size, length and alignment.

3. Temporary water diversions and dewatering may be needed, the contractor shall provide the materials and equipment of sufficient capacity and strength to carry the entire stream flow. the contractor shall submit a written plan for all stream channel and diversion operations, such plan shall be approved by the CO in writing prior to performing the work. Diversions are required from the time stream flow is disrupted by operations and until culvert installation and backfill is complete or approved by the CO.

4. Minor diversions and dewatering are expected for this project, the contractor shall verify the culvert locations on the ground.

5. Conserve suitable material from the trench excavation and utilize as backfill. If additional material is needed for backfill, utilize material from a commercial source or borrow source approved by the CO.

6. Utilize commercial source CDOT Class 6 road base for bedding material.

CULVERT SUMMARY

DESIGNED AS BUILT THICKNESS NOTES

ROAD NO. STATION

LENGTH (FT.) SIZE (IN.)

STATION

LENGTH (FT.) SIZE (IN.)

ALUMINUM STEEL -

LOOP B 0+20 40

CMPA 71"

SPAN X

47"RISE 12 GA.

Aluminized, 2

2/3” x 1/2” corrugations

LOOP B 1+30 35

CMPA 57"

SPAN X 38"

RISE 12 GA.

Aluminized, 2

2/3” x 1/2” corrugations

LOOP B 2+65 30

CMPA 35"

SPAN X 24"

RISE 12 GA.

Aluminized, 2

2/3” x 1/2” corrugations

LOOP B 9+15 30

CMPA 71"

SPAN X

47"RISE 12 GA.

Aluminized, 2

2/3” x 1/2” corrugations

1"=5'

TYPICAL CULVERT INSTALLATION PROFILE

1"=5'

TYPICAL CULVERT INSTALLATION SECTION

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Applicable FP‐14 Forest Service Supplemental Specifications for Difficult

Campground Asphalt Paving; WRNF RBCM IDIQ Task Order #1 (seed project)

Note: Full text of all supplemental specifications are included in the base contract attachments.

Supplemental specifications with fill‐in information are shown full text in this document as needed.

Preface

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP‐14 for construction of National Forest

System Roads.

101 ‐ Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 ‐ Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 ‐ Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 ‐ Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

105 ‐ Control of Material

105.02(a) Government‐provided sources

105 ‐ Control of Material 105.02_National_11_1_2016

Add the following to Subsection 105.02(a):

105.02(a) Government‐provided sources.

Government‐provided sources for this project are identified as follows:

(1) Government‐provided mandatory sources.

Pay Item Description Material source number or name

N/A N/A N/A

(2) Government‐provided optional sources for this project are identified as follows:

Pay Item Description Material source number or name

25101 Placed riprap, government furnished 18" minus

Borrow pit on Hwy. 82, 9.1 miles east of difficult campground.

63310.2 OPTION ITEM: Place 36"

minimum government furnished boulders at day use parking area

Borrow pit on Hwy. 82, 9.1 miles east of difficult campground.

If the Contractor elects to obtain material from < borrow source on Hwy. 82, 9.1 miles east of difficult campground.> the following applies:

(1) Obtain approval from the CO prior to entering the borrow pit.

105.05 Use of Material Found in the Work

106 ‐ Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

106.07 Partial and Final Acceptance

107 ‐ Legal Relations and Responsibility to the Public

Delete Subsection 107.05

107.08 Sanitation, Health, and Safety

108 ‐ Prosecution and Progress

Delete Section 108

109 ‐ Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.02 Measurement Terms and Definitions

153 ‐ Contractor Quality Control

153.02 Qualifications

153.03 Quality Control Plan

153.07 Records and control charts

155 ‐ Schedules for Construction Contracts

Delete Section 155

156 ‐ Public Traffic

156 ‐ Public Traffic 156.00_National_11_4_2016

Delete Section 156 in its entirety and replace with the following:

Section 156. – PUBLIC TRAFFIC Description

156.01 This work consists of controlling and protecting public traffic adjacent to and within the project.

Material

156.02 Conform to the MUTCD and the following Sections and Subsections:

Permanent Traffic Control 633

Traffic Signing and Marking Material 718

Concrete Barriers and Precast Guardwalls 618

Temporary plastic fence 710.11

Construction Requirements

156.03 General. Accommodate traffic according to MUTCD, approved traffic control plan and this section. Perform work in a manner that ensures safety and convenience of the public. Unless otherwise provided for in Table 156‐1, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic. Delays may not exceed <N/A> minutes at any one time followed by an open period of no less than <N/A> minutes. Accommodate public traffic on roads adjacent to and within the project until the project is accepted according to

Subsection 106.07(b).

Submit traffic control plan at least 30 days prior to intended use. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved.

Post construction signs and traffic control devices in conformance with MUTCD and Forest Service EM

7100‐15. All required signs will be in place and approved prior to beginning work on project.

If the Contractor agrees in writing to allow public traffic to use a new road being constructed prior to completion, it will be considered an existing road for traffic control purposes.

156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:

(a) Furnish and install traffic control devices before the start of construction operations.

(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.

(c) Install only those traffic control devices needed for each stage or phase.

(d) Relocate temporary traffic control devices as necessary.

(e) Remove devices that no longer apply to the existing conditions.

(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.

(g) Keep temporary traffic control devices clean.

(h) Remove all temporary traffic control devices upon contract completion or when approved.

(i) When required, use flaggers certified by the American Traffic Safety Services Association, the

National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.

156.05 Temporary Closures. Road segments may be closed as shown in Table 156‐1. The maximum consecutive days of closure shall be followed by a minimum number of consecutive days open to traffic as shown. Maintain traffic control devices during closure period(s). Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance.

Table 156‐1 Temporary Road Closures

Road

Number From Terminus To Terminus

Maximum

Consecutive Days of

Closure

Minimum

Consecutive

Days Open

Difficult

Campground

All Campground

Areas and Roads

All Campground

Areas and Roads

Until Project

Completion and

Demobilization N/A

156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.

Measurement and Payment

156.07 Do not measure Public Traffic for payment. Payment for contract work is provided indirectly. See

Subsection 109.05.

157 ‐ Soil Erosion and Sediment Control

157.04 General.

203 ‐ Removal of Structures and Obstructions

203.05 Disposing of Material

204 ‐ Excavation and Embankment

209 ‐ Structure Excavation and Backfill

209.09 Backfill

209.10 Compacting

302 ‐ Minor Crushed Aggregate

302.04 Placing Crushed Aggregate

302.05 Compacting and Finishing Crushed Aggregate

411 ‐ Asphalt Prime Coat

411.05 Weather Limitations

411.08 Maintenance

411.09 Acceptance

412 ‐ Asphalt Tack Coat

412.05 Weather Limitations

413 ‐ Asphalt Pavement Milling

413.01 Description

413.03 Milling

413.05 Measurement

413.06 Payment

633 ‐ Permanent Traffic Control

633.02 Material

633.03 General

633.05 (a) Fabrication

704 ‐ Soil

704.02 Bedding Material

Fire Plan (Region 2; White River National Forest)

Contractor Contract Number

Project Name Contract Performance Period

Contractor's Representative for Fire Matters

Name Title Office Phone Home Phone

Contracting Officer's Representative

Name Office Phone Home Phone

Forest Service Inspector(s)

Action by Contractor

The Contractor shall take on reasonable and practical action to prevent and suppress fires in the project area. The Contractor shall take suppression action immediately upon discovery of, or becoming aware of such fire.

Action by Forest Service

The Forest Service may counsel with the Contractor on suppression action and will, when necessary, supplement the Contractor's efforts by furnishing personnel and equipment not available to the Contractor. In the event that a fire is not suppressed by the Contractor, and will require appreciable reinforcements, the Forest Service may take over suppression of the fire and may employ the Contractor's personnel and equipment.

Fire Prevention and Suppression

Predicted fire precautions class may be obtained from the following sources:

The Contractor has employed or designated the following named individual(s) as fireguard, whose duty is the detection and suppression of fires:

Contractor will, will not, permit employees to smoke while in the project area.

Open fires will, will not, be permitted by the Contractor. Although these activities may be permitted by the Contractor, it is understood that neither shall be allowed without being authorized, in writing, by the Contracting Officer's Representative.

Fires shall be reported to one of the following Forest Service employees:

Name Address or Location Office Phone Home Phone

Special Fire Qualifications of Contractor’s Employees

Name

Best Fire Assignment

Other Qualifications

Total number of employees who could perform firefighting duties:

Vehicle Description, Type, Make, Model, Size, Year

Number of Units

Location

Joint Preparation of this fire plan is acknowledged:

Contractor or Designated Representative Contracting officer's Representative

Date Date

USDA FOREST SERVICE

REGION 2; WHITE RIVER

NATIONAL FOREST

FIRE PROTECTION AND SUPPRESSION

1. Fire Period Specific fire prevention measures are listed below and shall be effective for the period April

1 to October 31 of each year. The Forest Service may change the dates of said period by advance written notice if justified by unusual weather or other conditions. Required tools and equipment shall be kept currently in serviceable condition and immediately available for initial attack on fires.

2. Fire Plan Before starting any operations on the project, the Contractor, Permittee, Licensee, or Purchaser, hereinafter referred to as the "Contractor," shall prepare a fire plan in cooperation with the Contracting Officer providing for the prevention and control of fires in the project area.

The Contractor shall certify compliance with fire protection and suppression requirements before beginning operations during the fire period and closed season, and shall update such certification when operations change

3. Substitute Measures The Contracting Officer, in coordination with the designated Fire Management Officer in the Fire management Area for which the contract is operating, and applicable “Line Officer” (Deciding Official), may by written notice authorize substitute measures or equipment, or may waive specific requirements of ordered restrictions during periods of low fire danger.

4. Emergency Measures The Forest Service may require emergency measures, including the necessary shutting down of equipment or portions of operations in the project area during periods of fire emergency created by hazardous climatic conditions.

5. Fire Control The Contractor shall, independently and in cooperation with the Forest Service, take all reasonable action to prevent and suppress fires in the project area. Independent initial action shall be prompt and shall include the use of all personnel and equipment available in the project area.

For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor's operations, the Contractor shall place employees and equipment temporarily at the disposal of the Forest Service. Any individual hired by the Forest Service will be employed in accordance with the Interagency Pay Plan for Emergency Firefighters.

The Forest Service will compensate the Contractor for equipment rented at firefighting equipment rates common in the area, or at prior agreed to rates.

6. Compliance with State Forest Laws Listing of specific fire precautionary measures herein is not intended to relieve the Contractor in any way from compliance with the State Fire Laws covering fire prevention and suppression equipment, applicable to operations under this contract, permit or license.

7. Fire Precautions Specific fire precautionary measures are as follows:

a. Smoking and Open Fires

Smoking and fires shall be permitted only at the option of the Contractor. The Contractor shall not allow open fires on the project area without advance permission in writing from Forest Service.

Unless restricted by State Law or Federal Regulation, smoking shall be permitted only in such portions of the project area that are free of flammable material. Smokers shall sit down to smoke in such a position that any burning material will fall within a cleared area, and shall extinguish and press out in mineral soil all burning material before leaving the cleared area.

b. Fire Extinguishers and Equipment on Trucks, Tractors, etc.

All power-driven equipment operated by the Contractor on National Forest land, except portable fire pumps, shall be equipped with one fire extinguisher having a UL rating of at least 5 BC, and one "D" handled or long handled round point shovel, size "0" or larger. In addition, each motor patrol, truck and passenger-carrying vehicle shall be equipped with a double-bit axe or Pulaski, 3-1/2 pounds or larger.

Equipment shall be kept in a serviceable condition and shall be readily available.

c. Power Saws Each gasoline power saw operator shall be equipped with a pressurized chemical fire extinguisher of not less than 8-ounce capacity by weight, and one long-handled round point shovel, size "0" or larger. The extinguisher shall be kept in possession of the saw operator at all times. The shovel shall be accessible to the operator within 1 minute.

d. Extinguishers One refill for each type or one extra extinguisher sufficient to replace each size extinguisher required on equipment shall be safely stored in the fire tool box or other agreed upon place on the project area that is protected and readily available.

e. Spark Arresters and Mufflers Each internal combustion engine shall be equipped with a spark arrester meeting either

(1) USDA Forest Service Standard 5100-1a, or (2) appropriate Society of Automotive Engineers (SAE) recommended practice J335(b) and J350(a) as now or hereafter amended unless it is:

(1) Equipped with a turbine-driven exhaust supercharger such as the turbocharger.

There shall be no exhaust bypass

(2) A passenger-carrying vehicle or light truck, or medium truck up to 40,000 GVW, used on roads and equipped with a factory-designed muffler complete with baffles and an exhaust system in good working condition.

(3) A heavy duty truck, such as a dump or log truck, or other vehicle used for Commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab. Exhaust equipment described in this subsection, including spark arresters and mufflers, shall be properly installed and constantly maintained in serviceable condition.

f.

Ordered Fire Restrictions and Closures

The Contractor shall restrict operations in accordance with ordered fire restrictions in place at the time. The Forest Service may order restrictions at any time, and when such changes are necessary for the protection of the National Forest. When sent to the contractor, any revised fire restriction order will supersede the previous restriction.

8. Fire Tools The Contractor shall furnish serviceable firefighting tools in a readily accessible fire tool box or compartment of sound construction with a hinged lid and hasp so arranged that the box can be secured or sealed. The box shall be red and marked "Fire Tools" in letters one inch high. It shall contain a minimum of:

a. 2 axes or Pulaski’s with a 32-inch handle;

b. 3 adze eye hoes. One Pulaski may be substituted for 1 adze eye hoe;

c. 3 long-handled, round point shovels, size "0" or larger.

9. Fire Security When an Ordered Fire Restriction of Stage "I" or higher is in place, and unless a waiver is granted, the Contractor shall designate a person who shall perform fire security services listed below on the project area and vicinity. The designated person shall be capable of operating the Contractor's communications and firefighting equipment specified in the contract, excluding helicopters, and of directing the activities of the Contractor's personnel on forest fires. In lieu of having the designated person perform the required supervisory duties, the Contractor may provide another person meeting the qualifications stated above to direct the activities of Contractor's personnel and equipment during all firefighting activities.

Services described shall be for at least 1 hour from the time the Contractor's operations are shut down. For the purposes of this provision, personnel servicing equipment, and their vehicles, who are not engaged in cutting or welding metal are excluded.

Fire security services shall consist of moving throughout the operation area or areas constantly looking, reporting, and taking suppression action on any fires detected.

Where possible, the designated person shall observe inaccessible portions of helicopter operating areas from vantage points within or adjacent to project area.

10. Blasting Whenever an Ordered Fire Restriction of Stage "II" or higher is in place, and unless a waiver is granted, a fire security person equipped with a long-handled, round point, No.

"0" or larger, shovel, and a five-gallon backpack pump can filled with water will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service in writing, in an area of high rate of spread and resistance to control.

Fuses shall not be used for blasting. Explosive cords shall not be used without written permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

USDA FOREST SERVICE

REGION 2; WHITE RIVER

NATIONAL FOREST

FIRE PROTECTION AND SUPPRESSION

Additional Fire Precautionary Measure 1 - Tank Truck (NOT

APPLICABLE UNLESS ORDERED BY THE CONTRACTING

OFFICER)

11. The Contractor shall provide a tank truck or trailer, containing not less than 300 gallons of water, during yarding, loading, land clearing, right-of-way clearing and mechanical treatment of slash. A tank truck or trailer will not be required if power saw falling and bucking is the only operation. Such tank truck or trailer shall be maintained in a serviceable condition and located within 10 minutes, round trip, from each project area during fire period and closed season.

The tank truck or trailer shall be equipped with a pump capable of discharging 20 gallons of water per minute, using a 1/4 inch nozzle tip, through a 50 foot length of rubber line hose.

In addition, 500 feet of serviceable fabric jacket rubber lined hose of not less than 1 inch outside diameter, fitted with a nozzle capable of discharging a straight stream of 1/4 inch diameter and a spray pattern shall be immediately available for use. The tank, pump and at least 250 feet of hose and nozzle shall be connected and ready for use at all times.

If a trailer is used, it shall be equipped with a hitch to facilitate prompt movement. A serviceable tow vehicle shall be immediately available for attachment to the trailer and must meet the time requirements stated above. Such truck or trailer shall be equipped to operate for a minimum of 8 hours. Tank truck or trailer shall be available from the start of work to the end of the Fire Watch / Fire Security service.

Additional Fire Precautionary Measure 2 – Communications (NOT

APPLICABLE UNLESS ORDERED BY THE CONTRACTING

OFFICER)

12. The contractor shall provide adequate two-way communication facilities to report a fire to Forest Service within 15 minutes of detection. FCC Regulations prohibit commercial use of Citizen Band (CB) radios. (CB's are not considered adequate two-way communications).

Such communications shall be operable during periods of operation of power-driven equipment, including the time fire security is required.