A001.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

TABLE OF CONTENTS

Notice to Bidders ............................................................................................................. A-i

Solicitation, Offer, and Award ........................................................................................ A-1

Basis for Award and Bid Schedule ................................................................................ A-6

Solicitation Provisions .....................................................................................................B-7

Contract Clauses ..............................................................................................................C-1

Davis Bacon Wage Determination .................................................................................. D-1

Division 100 ..................................................................................................................... E-1 Division 150 ................................................................................................................... E-31 Division 200 ................................................................................................................... E-56 Division 300 ................................................................................................................... E-76 Division 400 ................................................................................................................... E-77 Division 500 ................................................................................................................. E-112 Division 600 ................................................................................................................. E-125 Division 700 ................................................................................................................. E-137

APPENDICES

Appendix A ............................................................................................................. Fire Plan

Appendix B ................................................................................................ 401 Certification

Appendix C ................................................................................. Nationwide Permit (NWP)

SPECIAL CONTRACT REQUIREMENTS (SCRs)

The following Special Contract Requirements amend and supplement the Standard Specification for Construction of Roads and Bridges on Federal Highway Projects

Jeremiah.Rogers Typewritten Text Amendment A001 11/5/2015

Amendment A001 11/5/2015

Jeremiah.Rogers Typewritten Text Amendment A001 11/5/2015

A5

SHEET 1 0F 5

TYPICAL SECTIONS

Min. superelevation 2%

8% Max. s uper eleva tion

Normal crown -2% -2% Normal crown

NOTE:

Station to Station

WIDENING ON CURVES

LENGTH OF PROJECT

TOTAL (mi)

(ft)

Roadway

(ft)

Widening

(ft)

Radius

TOTALS (ft)

2.

NO SCALE

Average Existing Width

784.61

1:5 1:2 Max

Varies

:1 M a x

V a rie s

1:5

1:5

1:2 Max

Varies1:5

20,929.241994+50.00 to 2203+79.24

METHOD OF SUPERELEVATION ON CURVES

1:5

1:5

345.22 ditch

Graded ditch

Graded

2% 2%

2% 2%

Lane Turn

2'

Varies

25'

5.1'

Traveled way

12'

12'

5'

Shldr.

2'

2'

2'

Shldr.

2'

Traveled way

12'

Center left turn lane

Varies 0' - 12'

Traveled way

12'

Clearing and construction limits

Clearing and construction limits

Varies

Subgrade

Varies 19.1' to 25.1'

Subgrade

Varies 19.1' to 24' superelevation

Pivot point for

Profile grade & sections Sheet A8)

See Detail A (Typical sections Sheet A8)

See Detail B (Typical Hinge Point (Top of pavement)

Profile grade

Existing ground

Hinge Point

Hinge Point

Hinge Point

2' limit stake

Slope

(Top of pavement)

Profile grade

1:2 Max

Varies cut slope

Rounded

2'

2' 2'

2' limit stake

Slope 301+43.70 to 309+28.31

41+15 to 44+60.22

See plans for locations of curves and superelevations

EXISTING TYPICAL SECTION

Road Name

Back Bay Road

Subgrade

19.1' (typ.)

Subgrade

19.1' (typ.)

(typ.) (typ.)

172.78

500+24.07 to 501+00.00 75.93

400+24.15 to 401+03.68

Bus Turn-around

Katherine Mine Road

Cabin Site Road

1+00.00 to 2+72.78

Sta. 1996+60.00 to 2003+60.00

2'

Katherine Access Rd.

79.53

26,644.03

3.

3.

Sta. 1998+35 to Sta. 2004+00TYPICAL SECTION

TYPICAL SECTION

0.9

1951+93.28 to 1994+50.00 4,256.72

5.05

Realigned Davis Dam Road pulverizing summary.

See table on Sheet A6 for

Pulverizing, 6-inch Depth.

5" to 13". Average depth is 9".

Existing aggregate base depth varies from from 2.4" to 6.5". Average depth is 4.5".

Existing asphalt pavement depth varies

Existing ground

Existing ground

1:3 1:3 3

Slope stake limit

Rounded cut slope

Berm

3'

12'

Sta. 1995+00.00 to 1996+00.00

Berm

Sta. 2062+97.86 to 2121+94.43

Sta. 2003+60.00 to 2060+00.00

Sta. 1994+50.00 to 1996+60.00

Katherine Access Road

Sta. 1951+93.28 to 1994+50.00

Davis Dam Road Option

Sta. 41+15.00 to 44+60.22

Realigned Davis Dam Road limit stake

Slope

(Typical sections, Sheet A8)

See Detail A

(Typical sections, Sheet A8)

See Detail B ground

Existing

Sta. 1996+00.00 to 1999+00.00

Berm

12'

1:3 1:3 3

Berm

3' 1:5

1:5 ditch

Graded

1:5

Davis Dam Road Option

6.

6.

6'

6' material gernated from project.

6. Adjust top of berm width dimension to accommodate waste

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

5. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

4. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

3. Profile grade is top of the Hot Asphalt Concrete Pavement coincide with the superelevation transitions.

superelevated sections. Transition the curve widening to

Apply the widening on the inside of curves throughout the

2. Construct curve widening as shown in the table below.

1. Grade shoulders at the same cross slope as the travel lanes.

AA01

AA01

10-30-15, Creamer

Revised Note 4, Amendment AA01

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M J

C O

C

F L

H D

I D I Q T .L a k e

M e a d

A Z L

A K

E R o a d w a y D e li v e r a b le s

A m e n d m e n t

A A A

T Y P .d g n

NV6

KATHERINE ACCESS RD

PRA-LAKE 114(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS NO: 79061 DRAWING NO: 602/106905

A11

Expires 9/30/2018

11/5/15

A6

SHEET 2 OF 5

TYPICAL SECTIONS

NO SCALE

1:

1:5 1:2 Max

Varies1:5

1:5 1:2 Max

Varies

1:2 Max

Varies

1:5

1:5

1:2 Max

Varies

1:5

1:5 ditch

Graded ditch

Graded

2'

6'

1.5'2' 2'

2'

Shldr.

2'

Traveled way

12'

Traveled way

12'

2'

Right turn lane

12'

Traveled way

12'

Traveled way

12'

3.4'

Clearing and construction limits

Clearing and construction limits

Clearing and construction limits

Traveled way

12'

Traveled way

12'

Shldr.

2'

2% 2%

TYPICAL MSE WALL SECTION

2% 2%

2' 2'

1:2 Max

Varies

2'

2' 2'

2'

2'

2' e% e%

Existing ground

Existing ground

See Detail 255-50 & 255-51

MSE retaining wall

(Top of pavement)

Profile grade

Hinge Point

(Typical sections, Sheet A8)

See Detail A

1:20

(Typical sections, sheet A8)

See Detail B (Typical sections, sheet A8)

See Detail A Hinge Point

(Top of pavement)

Profile grade Hinge Point

Existing ground cut slope

Rounded limit stake

Slope limit stake

Slope

Subgrade

31.1' (typ.)

Subgrade

19.1' (typ.)

(typ.) (typ.)

(typ.)(typ.)

(typ.)

Subgrade

43.1' (typ.)

Subgrade

19.1' (typ.)

Subgrade

17.4' (typ.)

Subgrade

21.4' (typ.)

facing

Wall

* See Sheet R1 for LWC Sta. 2135+09.87 to 2137+62.35 limit stake

Slope

(Typical sections, Sheet A8)

See Detail B

2% 2%

2%

Existing ground layout line

MSE Wall limit stake

Slope guardrail details and SCR 617.05

See Standard 617-11 for

NOTE:

1.

1.

1.

Beg Sta. End Sta.

2148+00

2098+00

2066+00

2060+00

2055+00

2040+00

2015+00

2004+00

2002+00

1995+00

2203+00

2135+00

2098+00

2066+00

2060+00

2055+00

2040+00

2015+00

2004+00

2000+00

5,500

3,700

3,200

1,500

2,500

1,100

Section

Cut

Fill*

Cut

Fill*

Cut

Fill*

Cut

Fill*

Cut

Cut

Length (Ft) ground

Existing

TYPICAL SECTION

TYPICAL SECTION

Shldr. 2'

Sta. 2147+91.34 to 2160+62.98

Sta. 2134+73 to 2135+09.87*

** lane widens from 12' to 34.5' Sta. 2137+62.35 to 2139+21.28

Sta. 2137+62.35 to 2139+21.28** Sta. 2121+94.43 to 2134+73

Hinge Point

12-inch depth, See Special 609-A

Curb and Gutter, Concrete, (Typical sections, Sheet A8)

See Detail A

(Typical sections, Sheet A8)

See Detail B

Hinge Point

Existing ground cut slope

Rounded

(Top of pavement)

Profile grade Hinge Point limit stake

Slope embankment.

aggregate if pulverized material is left in place as project. Fill sections will require additional imported pulverized material is used as base course on the

* 30801-2000 quantities shown in the plans assume all

Mainline Pulverizing Summary 3.

Sta. 2060+00 to 2062+97.86 material gernated from project.

6. Adjust top of berm width dimension to accommodate waste

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

5. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

4. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

3. Profile grade is top of the Hot Asphalt Concrete Pavement coincide with the superelevation transitions.

superelevated sections. Transition the curve widening to

Apply the widening on the inside of curves throughout the

2. Construct curve widening as shown in the table below.

1. Grade shoulders at the same cross slope as the travel lanes.

AA01

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

3. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

2. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

1. Profile grade is top of the Hot Asphalt Concrete Pavement

AA01

10-30-15, Creamer

Revised Note 2, Amendment AA01

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M J

C O

C

F L

H D

I D I Q T .L a k e

M e a d

A Z L

A K

E R o a d w a y D e li v e r a b le s

A m e n d m e n t

A A A

T Y P .d g n

NV6

KATHERINE ACCESS RD

PRA-LAKE 114(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS NO: 79061 DRAWING NO: 602/106905

A11

Expires 9/30/2018

A7

SHEET 3 OF 5

TYPICAL SECTIONS

1:5 1:5

NO SCALE

ditch

Graded

Existing Match

Existing

Match

1:2 M ax

Varie s

Shldr.

2'

Right turn lane

12'

Traveled way

12'

Traveled way

12'

Traveled way

12'

Clearing and construction limits

Clearing and construction limits

Subgrade

Varies 44' to 48'

Subgrade

35'

2%2%

Varies Varies

Existing Sidewalk

Existing Curb & Gutter ground

Existing

Existing ground ground

Existing

(Typical sections, Sheet A8)

See Detail C

Sta. 2160+62.98 to 2172+75.75

Existing ground

1:5 1:5 ditch

Graded

5' Var.

gutter existing

Match depth. See Special 609-A.

Curb, concrete, 15-inch asphalt curb. Install

Remove existing

(Typical sections, Sheet A8)

See Detail A ground

Existing

(Top of pavement)

Profile grade

(Typical sections, Sheet A8)

See Detail B(Typical sections, Sheet A8)

See Detail A

Existing ground

Existing Sidewalk

Existing Curb & Gutter

(Top of pavement)

Profile grade Hinge point for control of work.

See SCR Subsection 152.03

Match existing ground profile.

Subgrade

43.1' (typ.)

Subgrade

12' (typ.)

(typ.)

Existing ditch

Existing concrete curb and gutter

Sta. 2189+61 to Sta 2199+12.41

Sta. 2175+85 to Sta 2178+00

Sta. 2172+75.75 to Sta 2175+30

Existing asphalt curb Sta. 2178+00 to Sta 2189+35

2% 2%

Pulverization and construction limits

1.

1.

NOTE:

for guardrail details

See Standard 617-11

Sta 2201+41 to 2202+52

(12' typ.) (14' typ.)

Traveled Way

Varies 12' to 31'

Traveled Way

12'

Traveled Way

Varies 12' to 36'

TYPICAL SECTION

TYPICAL SECTION

TYPICAL SECTION

(right) for locations and treatment.

(select locations). See details concrete curb and gutter

Existing asphalt curb or

* Varies 30' to 0' Sta 2199+86 to Sta 2202+50

Sta. 2172+75.75 to Sta 2199+75

** Varies 16' to 77' Sta 2202+50 to Sta 2203+79.24

Sta 2199+75 to Sta 2203+79.24

Boat Ramp Lane

16'

Boat Ramp Lane

16'

Thru Lane

Varies 12' to 16'

Thru Lane

16'

Wipe Down Lane

16' **

Shldr.

3'

Reinforced Rigid Pavement, 9-inch Depth

30' * See Sheet D22-D23

(typ.), For Details

Pedestrian Railing, (Typical sections, Sheet A8)

See Detail E

Varies Varies

Existing Curb & Gutter gutter

Match existing Match existing back of curb

Sidewalk, Concrete ***

*** Sta. 2199+75 to Sta. 2201+61.43 max.

1.8%

6'

Center of flow line

15' protect during construction

Existing pedestrain fence, See Special 609-A depth (Spill), Concrete, 12-inch

Curb and Gutter, AA01

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

3. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

2. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

1. Profile grade is top of the Hot Asphalt Concrete Pavement

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

3. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

2. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

1. Profile grade is top of the Hot Asphalt Concrete Pavement

AA01

10-30-15, Creamer

Revised Note 2, Amendment AA01

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M J

C O

C

F L

H D

I D I Q T .L a k e

M e a d

A Z L

A K

E R o a d w a y D e li v e r a b le s

A m e n d m e n t

A A A

T Y P .d g n

NV6

KATHERINE ACCESS RD

PRA-LAKE 114(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS NO: 79061 DRAWING NO: 602/106905

A11

Expires 9/30/2018

A8

SHEET 4 OF 5

TYPICAL SECTIONS

Detail A Detail B

NO SCALE

1:5

1:

MaxVa rie s 1:202% 1:2 Max

Varies 2%1:20

Station Lanes

Entrance

Existing

PAVEMENT WIDENING TYPICAL SECTION

Existing

Match Existing Match

Varies

2' 2'

Subgrade

Varies

Traveled way

12' & Varies

Subgrade

Varies

Traveled way

12' & Varies

Clearing and construction limits

Tack coat concrete pavement

Hot asphalt both right and left sides of roadway) aggregate base (Detail applies to

(safety edge) Shoulder up with

Construct 30° - 35° pavement edge

(This Sheet)

See Detail A ground

Existing

RECONSTRUCTION ROADWAY SECTION SAFETY EDGE SECTION

See Special 609-A

Concrete, 12-inch depth, Curb and Gutter, Existing ground ground

Existing

See Special 609-A

Concrete, 12-inch depth, Curb and Gutter,, Existing ground

(Top of pavement)

Profile grade(This Sheet)

See Detail A

Hinge Point Hinge Point

1:20

Existing Match

Existing ground

Existing Curb & Gutter

Existing Sidewalk

(This Sheet)

See Detail D

(This Sheet)

See Detail D

Prime coat

Tack coat

Detail D

1.8% max.

1.8%

See plans for locations

Sidewalk, Concrete

Detail C

RECONSTRUCTION ROADWAY SECTION

1:2 M ax

1%

Sta. 2139+21.28 to 2147+91.34

10' widening Sta. 307+50 to 307+75

20' widening Sta. 305+81 to 307+41

* 6' widening Sta. 301+45 to 304+50

Back Bay Road - Sta. 301+43.70 to Sta. 309+28.31

Widening

Traveled Way

11'

Traveled Way

11'* for control of work.

See SCR Subsection 152.03

Match existing ground profile.

Detail E

Pulverizing limits

Clearing and construction limits

HANDICAP STALL TYPICAL SECTIONS

1.

NOTE:

Sawcut line pavement, Place in 2 lifts

3" Hot asphalt concrete existing pavement

Pulverize and remove 3"

Tack coat

Place in 2 lifts

3" Hot asphalt concrete pavement, (Travel lane, shoulders & pullouts)

0.625" Open-graded asphalt friction course

Place in 2 lifts

3" Hot asphalt concrete pavement, (Travel lane, shoulders & pullouts)

0.625" Open-graded asphalt friction course

TYPICAL SECTION

TYPICAL SECTION

See plans for locations parking stalls

ADA accessible

(typ.)

20'

5'

(typ.) 14'

Subgrade

Clearing and construction limits

0' - 56'

Varies 12'

Traveled way

Cabin Site Road Sta. 400+24.15 to 401+03.68

Katherine Mine Road Sta. 500+24.07 to 501+00.00

Katherine Access Road Sta. 2199+12.41 to 2199+75 ground

Existing

PARKING LOT SECTION

BACK BAY ROAD AND

asphalt pavement

Method 2 or recycled

8" Roadway Aggregate

Prime coat

3. 3. 4.

asphalt pavement

Method 2 or recycled

6" Roadway Aggregate asphalt pavement

Method 2 or recycled

Roadway Aggregate

Prime coat

See plans for locations

See Special 609-A

15-inch depth

Curb, Concrete, or

Concrete, 12-inch depth

Curb and Gutter,, PAVEMENT SECTION

REINFORCED RIGID

9-inch depth

Reinforced rigid pavement, asphalt pavement

Method 2 or recycled

6" Roadway Aggregate

(This Sheet)

See Detail E

Reconditioning

6" Roadway

AA01

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

3. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

2. Place conserved topsoil at 2 inch depth on all disturbed slopes upon

1. Profile grade is top of the Hot Asphalt Concrete Pavement

20402-0000 subexcavation.

removal of this material under pay Item pavement thickness of 9". Payment for material to provide room for the new remove an additional 3" of subgrade

4. After removing 6" of pulverized pavement,

108.01 for limitations of work.

Requirements for details. See Section

See Section 303 of the Special Contract the project length, pay Item 30306-3000.

existing mainline pavement throughout

3. Pulverize and remove the top 6" of the construction (item: 20420-0000).

included in the cost of embankment of grading activities. Topsoil will be on all disturbed slopes upon completion

2. Place conserved topsoil at 2 inch depth

Concrete Pavement

1. Profile grade is top of the Hot Asphalt

AA01

10-30-15, Creamer

Revised Note 2, Amendment AA01

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M J

C O

C

F L

H D

I D I Q T .L a k e

M e a d

A Z L

A K

E R o a d w a y D e li v e r a b le s

A m e n d m e n t

A A A

T Y P .d g n

NV6

KATHERINE ACCESS RD

PRA-LAKE 114(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS NO: 79061 DRAWING NO: 602/106905

A11

Expires 9/30/2018

A9

SHEET 5 OF 5

TYPICAL SECTIONS

1 112'

14'

Varies Varies*Varies*

Varies* Varies*

Proposed edge of pavement (typ.)

conditions. Final layout determined by CO.

* Pullout Taper will vary according to existing

R = 16' (typ.)

R = 3' (typ.)

NO SCALE

Katherine Access Road

1:2 Max

Varies

1:

MaxVa rie s

2%

1:

1:

1:20 2%

NOTE:

See Special 609-A

12-inch depth, Concrete, Curb & Gutter, Pullout Name Beg Sta. End Sta. Length

PULLOUT TYPICAL SECTION

TYPICAL CURB AND GUTTER SECTIONTYPICAL GUARDRAIL SECTION

PULLOUT TYPICAL PLAN

1:1.5 M ax

Varies

2'

5.4'

Subgrade

28'

Traveled way

12'

Shldr.

2'

Subgrade

16'

Traveled way

12'

Shldr.

2'

Subgrade

21.4'

Varies

Shldr.

2'

Traveled way

12'

2'

2%

Detail applies to both right and left side of roadway

Hinge point see Note 1 material, Backfill ground

Existing

Detail applies to left side of roadway

(Typical sections, Sheet A8)

See Detail A ground

Existing ground

Existing

Pullout #8 RT.

Pullout #7 LT.

Pullout #6 RT.

Pullout #5 RT.

Pullout #4 LT.

Pullout #3 RT.

Pullout #2 LT.

2142+59.27

2077+60.08

2073+59.09

2051+74.04

2046+79.57

2041+78.09

2030+26.88

2144+76.60

2079+31.36

2074+99.50

2054+46.04

2049+51.57

2044+50.09

2032+88.50

217'

171'

140'

272'

272'

272'

262'

5' *

*See Cross Sections for exceptions

Detail applies to both right and left side of roadway

PULLOUT SUMMARY**

** Pullout #1 details on sheet D3

Pullout

12' (typ.)

1:20

1:20

C251-51A for details.

summary for lengths. See

Riprap rundown. See riprap

Clearing and construction limits for guardrail details

See Standard 617-11

Hinge Point ground Existing

TYPICAL GUARDRAIL SECTION

5.4'

Subgrade

21.4'

Shldr.

2'

Traveled way

12'

2'

2'

2%

Sheet A8)

(Typical sections, See Detail A for guardrail details

See Standard 617-11

Hinge Point 1:20

1:

1:

EXISTING GUARDRAIL SECTION

Shldr.

2'

Traveled way

12'

2'

2%

Sheet A8)

(Typical sections, See Detail A

Exsiting guardrail ground Existing ground Existing

See plan sheet for locations.

See Special 609-A.

Concrete, 12-inch depth, Curb and Gutter,, See Special 609-A

Concrete, 12-inch depth, Curb and Gutter,, Sheet A8)

(Typical sections, See Detail A

(Typical sections, Sheet A8)

See Detail A

Hinge Point

Detail applies to Davis Dam Road OptionDetail applies to Davis Dam Road Option of 29" +/- 1" guardrail height Match existing

See Special 609-A

Concrete, 12-inch depth, Curb and Gutter, AA01

108.01 for limitations of work.

303 of the Special Contract Requirements for details. See Section throughout the project length, pay Item 30306-3000. See Section

3. Pulverize and remove the top 6" of the existing mainline pavement of embankment construction (item: 20420-0000).

completion of grading activities. Topsoil will be included in the cost

2. Place conserved topsoil at 2 inch depth on all disturbed slopes upon within the project limits.

1. Backfill material can be suitable material found on site excavated

AA01

10-30-15, Creamer

Revised Note 2, Amendment AA01

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M J

C O

C

F L

H D

I D I Q T .L a k e

M e a d

A Z L

A K

E R o a d w a y D e li v e r a b le s

A m e n d m e n t

A A A

T Y P .d g n

NV6

KATHERINE ACCESS RD

PRA-LAKE 114(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS NO: 79061 DRAWING NO: 602/106905

A11

Expires 9/30/2018

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JEREMIAH ROGERS

1:

Remove old Table of Contents page and replace with new Table of Contents page. The Nationwide Permit was received and is added to the contract.

PLANS

Remove old plan pages A5, A6, A7, and A8 and replace with new plan pages A5, A6, A7, and A8. Topsoil notes were added to each page.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)