A001.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

STATION

CLASS

TYPE

132+42 Rt.

131+44 Lt.

129+17 Lt.

127+08 Rt.

109+56 Rt.

105+14 Lt.

2A

2A

2A

2A

2A

2A

1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

(ft)

R

(ft)

R

(ft)

W

1 2

APPROACH ROADS

TYPICAL SECTIONS

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

U

S E

R

A7 x

(ft) x

1 2 (ft) x

N/A

8.

x1 8.

X is on the left side of the approach road centerline.1

No 8" concrete curb on R2 to avoid manhole

AMENDMENT A001

1 Revised to Type 2, updated station callouts

A

A

M a in li n e

Mainline

±2%

TYPICAL PROFILE

Shoulder edge

A

(1:6 d esirab le)1:4 o r flatt er

TYPICAL SYMBOL

grade (optional) Typical maximum design

SECTION A-A

NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter

Edge of Ribbon Curb thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPE 2

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

Flatten slope road connection on plan and profile sheet Example of symbol showing standard approach

Match the angle of the existing approach.7.

3.

7.

2.

1.

5.

2.

5.

2.

5.

8.

Typical culvert location edge subgrade

Normal

R roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach

R1 with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

8.

7.

6.

5.

4.

3.

2.

1.

grades within ±2%.

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the Vary radii to fit unusual field conditions. Do not reduce

4. 4.

Asphalt pavement edge

STATE PROJECT

T

IM

E

D

G N

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

D A

T E

U

S E

R

NUMBER

SHEET

AZ

Joe Tank Road

FLAP NAV FR136 (1)

Variable

W

Variable

3' minimum

20' desired 15' min.

End Section A-A

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Variable

W

Variable

3' minimum

20' desired 15' min.

W

3/1 2/2

A001 3/13/2024

Remove and replace page A27 with the attached corresponding 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.)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME