Amendment 0001 - PR ER DOT PRMNT RPR(27).pdf

(x)

693C7326B000002 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

ASHBURN VA 20147

ATTN: Construction

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: Acquisitions

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1412/23/20250001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

11/24/2025

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project PR ER DOT PRMNT RPR(27)

The purpose of this Amendment is to:

1) Provide a summary of responses to questions/clarifications asked by potential bidders.

2) Revise the Solicitation Bid Schedule to:

a) Replace the Bid Schedule for Schedules B and C to add a pay item and revise pay item quantity.

b) See Bid Schedule Changes for details.

3) Revise the project Plans to:

a) Delete and replace Plans - PR ER DOT PRMNT RPR(27) - 832578 with revised plans.

b) See Plan Sheet Changes for details.

4) Reschedule the Bid Opening date to Tuesday, January 20, 2026, at 2:00 pm EST.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

Amendment No. 0001

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PR ER DOT PRMNT RPR(27)

Sign and Safety Repairs - Metro, North, and South Regions

Solicitation: 693C73-26-B-000002

The purpose of this Amendment is to:

1) Provide a summary of responses to questions/clarifications asked by potential bidders.

2) Revise the Solicitation Bid Schedule to:

a) Replace the Bid Schedule for Schedules B and C to add a pay item and revise pay item quantity.

b) See Bid Schedule Changes for details.

3) Revise the project Plans to:

a) Delete and replace Plans - PR ER DOT PRMNT RPR(27) – 832578 with revised plans.

b) See Plan Sheet Changes for details.

4) Reschedule the Bid Opening date to Tuesday, January 20, 2026, at 2:00 pm EST.

Questions/Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 10 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their proposal.

The following questions and issues were asked via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised, and some questions may not be included. The

Government’s direct response to the sender may also have been updated below for better clarity.

1. Plan Set AC-817578 Group 1 (Aibonito, Coamo, Cayey) page TS-349, We request The

KM and KM/HM table to determine the signs sizes, we don’t know the speed limits of road.

Please include the km, km/hm marker tables.

Response: The kilometers are shown in the Plan Set for AC-817578 on the Traffic Signs plan sheets along the road alignments. The location numbers in the table on sheet TS-

349 are listed by road, in the same order as shown on the plan sheets. The parentheses next to some of the location numbers listed indicate the specific road on the plan sheets

(e.g., 1.1 for PR-162, 1.2 for PR-173, etc.); they appear only next to the first and last location numbers for each road. Refer to the Plan Set AC-817578 Traffic Signs Data

Table and Traffic Sign plan sheets for additional information.

Additionally, pay item 15001-1000 - Field Assessment is included on each schedule.

Refer to SCR Subsection 150.05(k)(1) Traffic Sign Field Assessment for additional information.

Contractors are required to coordinate with the CO on any noted difference in the plans before proceeding with the proposed work in accordance with FAR 52.236-21.

Payment will be made for the actual quantities of work performed and accepted, or for material furnished, in accordance with the contract. The scheduled quantities may be increased, decreased, or deleted.

mailto:eflhd.contracts@dot.gov

2. Plan Set AC-832578 (825541), Carolina P.R. Pages TSP-1, TSP-5, TSP-6, For the Code

Signs Number 3,6,76,95,97, this labels have a pay item with the letter W, the description of the pay item is for Overhead Signs- New Structure Type I-B . The schedule proposal do not have the letters W. Please Advise.

Response: The plans for AC-832578 (825541), Carolina, P.R., have been revised with the most updated version. The Proposed Sign Data Tables show the correct Pay Item

Code (H-H) instead of the letter “W” for pay item 61312-3000 - Traffic Sign Assembly, Code HH in. Refer to the amended plans.

Additionally, pay item 15001-1000 - Field Assessment is included on each schedule.

Refer to SCR Subsection 150.05(k)(1) Traffic Sign Field Assessment for additional

Payment will be made for the actual quantities of work performed and accepted, or for material furnished, in accordance with the contract. The scheduled quantities may be

3. If the government awards the contracts as Schedule A only , the performance period to complete all schedule A work will be 260 calendar days, for Schedule B a work will be 475 days, for Schedule C will be 345. In comparison of the time and construction of the schedule

A with the other schedules, we understand that it does not allow a reasonable amount of time for its execution. Please revised the calendar days for maximum time allowed for Schedule

A, if awarded separately.

Response: The comparison of quantities across all schedules shows that Schedule A has less guardrail work than the other schedules. Work on one item can be performed simultaneously with work on another. Each Offeror has its own “means and methods” for completing the base contract work from Notice to Proceed. Refer to Specification

155 for additional information.

4. Schedules B and C do not include the removal and disposal of lead paint, as reports indicate there are some areas containing lead. Please Verify.

Response: 93101-1000 - Removal and Disposal of Lead-Based Paint (Painted Guardrail) have been included on Schedules B and C. Refer to the amended B pages for additional

Payment will be made for the actual quantities of work performed and accepted, or for material furnished, according to the contract. The scheduled quantities may be

5. Please consider changing the date for submitting the proposal, that day is a holiday in

Puerto Rico.

Response: The Bid Opening date has been rescheduled to January 20, 2026, at 2:00 pm

EST.

B Pages Changes Summary Page 1 of 1

Bid Schedule (B-Pages) Changes

1. Delete Bid Schedule Pages B-1 through B-11 and substitute with the amended Bid Schedule

Pages B-1 through B-11.

a) Revised the following pay item quantity for Schedules B and C:

1) Pay item 60600-4000 Removal, Storage and Delivery of Existing Guardrail.

b) Added the following pay item for Schedules B and C:

1) Pay item 93101-1000 Removal and Disposal of Lead Based Paint (Painted Guardrail).

c) Added the following pay item for Schedule C:

1) Pay item 93501-0000 Locate Utility, Test Pit.

B I D S C H E D U L E Schedule A

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

15001-0000 Line A0020 ALL LPSM $

15001-1000 Line A0040 ALL LPSM $

15100-1000 Line A0060 ALL LPSM $

15102-0000 Line A0080 1 CTSM $ 510,000.00$

15401-0000 Line A0100 ALL LPSM $

15401-1000 Line A0120 ALL LPSM $

15501-0000 Line A0140 ALL LPSM $

20100-0000 Line A0160 1 CUERDA $ $

21201-1000 Line A0180 1 CTSM $ $

60600-1000 Line A0200 3,550 M $ $

60600-4000 Line A0220 2,600 M $ $

60600-5000 Line A0240 20 Each $ $

60604-3000 Line A0260 2 Each $ $

61101-0000 Line A0280 25 MO $ $

61310-1000 Line A0300 12,000 SQFT $ $

61310-2000 Line A0320 7,300 SQFT $ $

61310-3000 Line A0340 4,500 SQFT $ $

61310-4000 Line A0360 3,250 SQFT $ $

61310-5000 Line A0380 1,800 SQFT $ $

61310-6000 Line A0400 600 SQFT $ $

Construction Survey and Staking

Field Assessment

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Traffic Sign Assembly, Code E

Traffic Sign Assembly, Code F

Thrie-Beam Transition, Type I

Field Office

Traffic Sign Assembly, Code A

Construction Schedule

Clearing and Grubbing

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type 2, TL-2

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Submitted by: __________________________

Name: Signing and Guardrail Repairs on AC-831578

Schedule Total: _________________________

B-1 Amendment No. 0001

Amendment No.

Schedule A

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

Name: Signing and Guardrail Repairs on AC-831578

61311-2000 Line A0420 1,500 SQFT $ $

62100-1000 Line A0440 305 Each $ $

62100-2000 Line A0460 1,100 Each $ $

62101-1000 Line A0480 605 Each $ $

63800-1000 Line A0500 ALL LPSM $

66100-1000 Line A0520 4 Each $ $

91001-5100 Line A0540 2 Each $ $

91300-5000 Line A0560 2,292 Each $ $

91300-6000 Line A0580 7 Each $ $

93101-1000 Line A0600 49 M $ $

93501-0000 Line A0620 15 Each $ $

Locate Utility, Test Pit

Traffic Sign Assembly, Code R

Maintenance of Traffic

Project Funding Sign

New Transition Module (Less than 45mph)

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Kilometer Marker

Hectometer Marker

Object Markers

B-2 Amendment No. 0001

Option B

Project No: PR ER DOT PRMNT RPR(27)

Item No.

Quantity Unit Unit Price Amount

15001-0000

Line B0020 ALL LPSM $

15001-1000

Line B0040 ALL LPSM $

15100-1000

Line B0060 ALL LPSM $

15102-0000

Line B0080 1 CTSM $ 405,000.00$

15401-0000

Line B0100 ALL LPSM $

15401-1000

Line B0120 ALL LPSM $

15501-0000

Line B0140 ALL LPSM $

20100-0000

Line B0160 1 CUERDA $ $

21201-1000

Line B0180 1 CTSM $ $

60600-1000

Line B0200 8,960 M $ $

60600-4000

Line B0220 8,860 M $ $

60600-5000

Line B0240 3 Each $ $

61101-0000

Line B0260 20 MO $ $

61310-1000

Line B0280 2,000 SQFT $ $

61310-2000

Line B0300 750 SQFT $ $

61310-3000

Line B0320 3,130 SQFT $ $

61310-4000

Line B0340 3,400 SQFT $ $

61310-5000

Line B0360 450 SQFT $ $

61311-2000

Line B0380 250 SQFT $ $

62100-1000

Line B0400 200 Each $ $

Name: Signing and Guardrail Repairs on AC-833578 Schedule Total: _________________________

Submitted by: __________________________

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Traffic Sign Assembly, Code E

Construction Survey and Staking

Field Assessment

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Traffic Sign Assembly, Code R

Kilometer Marker

Field Office

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Construction Schedule

Clearing and Grubbing

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type 2, TL-2

Amendment No. 0001

Amendment No.

B-3

Option B

Project No: PR ER DOT PRMNT RPR(27)

Item No.

Quantity Unit Unit Price Amount

Name: Signing and Guardrail Repairs on AC-833578

62100-2000

Line B0420 870 Each $ $

63800-1000

Line B0440 ALL LPSM $

66100-1000

Line B0460 10 Each $ $

91001-5100

Line B0480 2 Each $ $

91300-5000

Line B0500 600 Each $ $

91300-6000

Line B0520 400 Each $ $

93101-1000

Line B0540 100 M $ $

93501-0000

Line B0560 35 Each $ $

Locate Utility, Test Pit

Maintenance of Traffic

Project Funding Sign

New Transition Module (Less than 45mph)

Hectometer Marker

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Amendment No. 0001

Amendment No.

B-4

Option C

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

15001-0000

Line C0020 ALL LPSM $

15001-1000

Line C0040 ALL LPSM $

15100-1000

Line C0060 ALL LPSM $

15102-0000

Line C0080 1 CTSM $ 310,000.00$

15401-0000

Line C0100 ALL LPSM $

15401-1000

Line C0120 ALL LPSM $

15501-0000

Line C0140 ALL LPSM $

20100-0000

Line C0160 1 CUERDA $ $

21201-1000

Line C0180 1 CTSM $ $

60600-1000

Line C0200 4,000 M $ $

60600-4000

Line C0220 2,900 M $ $

60600-5000

Line C0240 3 Each $ $

60604-3100

Line C0260 15 Each $ $

61101-0000

Line C0280 15 MO $ $

61310-1000

Line C0300 4,900 SQFT $ $

61310-2000

Line C0320 1,550 SQFT $ $

61310-3000

Line C0340 1,450 SQFT $ $

61310-4000

Line C0360 1,150 SQFT $ $

61310-5000

Line C0380 50 SQFT $ $

61311-2000

Line C0400 150 SQFT $ $

Construction Survey and Staking

Field Assessment

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Traffic Sign Assembly, Code E

Traffic Sign Assembly, Code R

Thrie-Beam Transition, Type II

Field Office

Traffic Sign Assembly, Code A

Construction Schedule

Clearing and Grubbing

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type 2, TL-2

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Submitted by: __________________________

Name: Signing and Guardrail Repairs on AC-832578

Schedule Total: _________________________

Amendment No. 0001

Amendment No.

B-5

Option C

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

Name: Signing and Guardrail Repairs on AC-832578

61312-2000

Line C0420 100 SQFT $ $

61312-3000

Line C0440 1,200 SQFT $ $

62100-1000

Line C0460 100 Each $ $

62100-2000

Line C0480 410 Each $ $

63800-1000

Line C0500 ALL LPSM $

66100-1000

Line C0520 2 Each $ $

91001-5100

Line C0540 15 Each $ $

91300-5000

Line C0560 230 Each $ $

91300-6000

Line C0580 630 Each $ $

91300-7000

Line C0600 5 Each $ $

93101-1000

Line C0620 1,100 M $ $

93501-0000

Line C0640 15 Each $ $

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Locate Utility, Test Pit

Traffic Sign Assembly, Code GG

Maintenance of Traffic

Project Funding Sign

New Transition Module (Less than 45mph)

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Removal of Existing Traffic Signs (Overhead)

Traffic Sign Assembly, Code HH

Kilometer Marker

Hectometer Marker

Amendment No. 0001

Amendment No.

B-6

Option D

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

15001-0000 Line D0020 ALL LPSM $

15001-1000 Line D0040 ALL LPSM $

15100-1000 Line D0060 ALL LPSM $

15102-0000 Line D0080 1 CTSM $ 240,000.00$

15401-0000 Line D0100 ALL LPSM $

15401-1000 Line D0120 ALL LPSM $

15501-0000 Line D0140 ALL LPSM $

20100-0000 Line D0160 1 CUERDA $ $

21201-1000 Line D0180 1 CTSM $ $

60600-1000 Line D0200 4,200 M $ $

60600-4000 Line D0220 3,050 M $ $

60600-5000 Line D0240 3 Each $ $

61101-0000 Line D0260 15 MO $ $

61310-1000 Line D0280 2,200 SQFT $ $

61310-2000 Line D0300 800 SQFT $ $

61310-3000 Line D0320 2,200 SQFT $ $

61310-4000 Line D0340 1,830 SQFT $ $

61310-5000 Line D0360 280 SQFT $ $

61311-2000 Line D0380 180 SQFT $ $

62100-1000 Line D0400 100 Each $ $

Construction Survey and Staking

Field Assessment

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Traffic Sign Assembly, Code R

Kilometer Marker

Field Office

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Construction Schedule

Clearing and Grubbing

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type 2, TL-2

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Traffic Sign Assembly, Code E

Submitted by: __________________________

Name: Signing and Guardrail Repairs on AC-817578

Schedule Total: _________________________

B-7 Amendment No. 0001

Option D

Project No: PR ER DOT PRMNT RPR(27)

Item No. Quantity Unit Unit Price Amount

Name: Signing and Guardrail Repairs on AC-817578

62100-2000 Line D0420 505 Each $ $

63800-1000 Line D0440 ALL LPSM $

66100-1000 Line D0460 6 Each $ $

91300-5000 Line D0480 1,444 Each $ $

91300-6000 Line D0500 65 Each $ $

93101-1000 Line D0520 1,143 M $ $

Hectometer Marker

Removal of Existing Traffic Signs (Breakaway)

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Maintenance of Traffic

Project Funding Sign

Removal of Existing Traffic Signs (Ground Mounted)

B-8 Amendment No. 0001

Option E

Project No: PR ER DOT PRMNT RPR(27)

Item No.

Quantity Unit Unit Price Amount

15001-0000 Line E0020 ALL LPSM $

15001-1000 Line E0040 ALL LPSM $

15100-1000 Line E0060 ALL LPSM $

15102-0000 Line E0080 1 CTSM $ 235,000.00$

15401-0000 Line E0100 ALL LPSM $

15401-1000 Line E0120 ALL LPSM $

15501-0000 Line E0140 ALL LPSM $

20100-0000 Line E0160 1 CUERDA $ $

21201-1000 Line E0180 1 CTSM $ $

60600-1000 Line E0200 2,450 M $ $

60600-4000 Line E0220 2,350 M $ $

60600-5000 Line E0240 3 Each $ $

61101-0000 Line E0260 15 MO $ $

61310-1000 Line E0280 4,500 SQFT $ $

61310-2000 Line E0300 2,800 SQFT $ $

61310-3000 Line E0320 1,800 SQFT $ $

61310-4000 Line E0340 1,500 SQFT $ $

61310-5000 Line E0360 530 SQFT $ $

61311-2000 Line E0380 600 SQFT $ $

62100-1000 Line E0400 60 Each $ $

Name: Signing and Guardrail Repairs on AC-834578 Schedule Total: _________________________

Submitted by: __________________________

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Traffic Sign Assembly, Code E

Construction Survey and Staking

Field Assessment

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Traffic Sign Assembly, Code R

Kilometer Marker

Field Office

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Construction Schedule

Clearing and Grubbing

Reconditioning of Shoulders and Ditches

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Crashworthy End Terminal Type 2, TL-2

B-9 Amendment No. 0001

Option E

Project No: PR ER DOT PRMNT RPR(27)

Item No.

Quantity Unit Unit Price Amount

Name: Signing and Guardrail Repairs on AC-834578

62100-2000 Line E0420 480 Each $ $

63800-1000 Line E0440 ALL LPSM $

66100-1000 Line E0460 10 Each $ $

91300-5000 Line E0480 435 Each $ $

93101-1000 Line E0500 25 M $ $

Maintenance of Traffic

Project Funding Sign

Removal of Existing Traffic Signs (Ground Mounted)

Hectometer Marker

Removal and Disposal of Lead Based Paint (Painted Guardrail)

B-10 Amendment No. 0001

B-11

BID SUMMARY

Project PR ER DOT PRMNT RPR(27)

(1) Schedule A (Base Contract) Bid Total (from Page B-1) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-3) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-5) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-7) = (4) $____________________

(5) Schedule E (Government Option 4) Bid Total (from Page B-9) = (5) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) + (5) $____________________

Maximum Time Allowed for the Contract if Schedules A, B, C, D, and E are Awarded at the Same

Time:

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be 1145 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all

Schedule A work will be 260 calendar days and will start on the effective date of Schedule A’s Notice to

Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 475 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 345 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 315 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 435 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.

Plan Sheet Changes 1 of 1

Plan Sheet Changes

Delete Plans - PR ER DOT PRMNT RPR(27) - 832578 - Part 1 of 2 and Plans - PR ER DOT

PRMNT RPR(27) - 832578 - Part 2 of and substitute with the amended Plans - PR ER DOT

PRMNT RPR(27) – 832578.

Amendment No. 001

BARRETTHALE ALAMO

MPH

10'=3.05 Mts.

FEET MTS.

11'=3.35 Mts.

FEET MTS.

12'=3.65 Mts.

FEET MTS.

FEET MTS. FEET MTS. FEET MTS.

Amendment No. 001

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os al

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os

OFFSET REQUIREMENTS

ROUTE FROM TO OFFSET

ALL ROADS ALL PROJECT .60 mts.ALL PROJECT

BARRETTHALE ALAMO

Amendment No. 001

N ot e:

Th e M

O T is p ai d fo r a t c on tra ct lu m p su m p ric e, w hi ch is d es cr ib ed in th e

SC

R

, M O

T pl an s, a nd a ll th e ne ce ss ar y ite m s to fu lfi ll th e

M O

T.

Th e co nt ra ct or s ha ll co ns id er a ny a dd iti on al it em s or q ua nt iti es th at m ay b e ne ed ed to e st ab lis h th e

M O

T in th ei r p ric e pr op os

KM 1.3

TO PR-951

a b

TO PR-26

PROJECT LIMITS

PR-187 BEGINS

KM 0.0

KM 2.8

ba a 2 3 a b

TO PR-951TO

P

R -2

KM 5.8

b K

M

.3

KM 7.3

b a

TO PR-26

a b

KM 8.8

ba aKM 10.4

7 8

TO PR-951

TO PR-26

KM 13.498

ab b a

KM 11.9

a b

KM 16.3

b a b

KM 14.9

KM 18.7

TO 65 INFANTRY AVE.

TO PR-951

KM 21.4

KM 19.9

KM 22.9

a b ba

TO 65 INFANTRY AVE.

TO

P

R -9 a b

K M

4.

b b a a aKM 25.9

KM 27.4

PROJECT LIMITS

PR-187 ENDS

KM 30.1

TO 65 IN

FANTRY AVE.

TO PR-951

KM 28.9 21

b a b

TO PASEO DE LOS GIGANTES AVE.

PROJECT LIMITS

FIDALGO DIAZ AVE. BEGINS

KM 0.0

KM 1.3

b a

Km 2.65

Km 2.65

INTERSECTION

KM 2.65

PR-190 / PASEO DE LOS GIGANTES AVE.

a b

KM 2.65

PROJECT LIMITS

FIDALGO DIAZ AVE. ENDS

KM 3.6

Km 2.65

Km 2.65

TO 65 INFANTRY AVE.

TO PASEO DE LOS GIGANTES AVE.

INTERSECTION

KM 2.65

PR-190 / PASEO DE LOS GIGANTES AVE.

a bKM 2.65

Km

.0

Km 0.1

Km 0.2 Km 0.3

Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8 Km 1.9

Km 2.0

Km 2.65

Km 2.1 Km 2.2

Km 2.3

Km 2.4 Km 2.5

Km 2.6

Km 2.65 Km 2.7

Km 2.8

Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3

Km 3.4 Km 3.5 Km 3.6 Km 3.7

Km 3.8 Km 3.9

Km 4.0

.0

Km 0.1

Km 0.2 Km 0.3

Km 0.4 Km 0.5 Km 0.6

Km

.0

Km 0.1

Km 0.2 Km 0.3

Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.6

Km 1.7

Km 1.8 Km 1.9

Km 2.0

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8 Km 1.9

Km 2.0

Km 2.65

Km 2.1 Km 2.2

Km 2.3

Km 2.4 Km 2.5

Km 2.6 Km 2.65

Km 2.1 Km 2.2

Km 2.3

Km 2.4 Km 2.5

Km 2.6

Km 2.65

Km 2.8

Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3

Km 2.65 Km 2.7

Km 2.8

Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3

Km 3.4 Km 3.5 Km 3.6 Km 3.7

Km 3.8 Km 3.9

Km 4.0

Km 3.4 Km 3.5 Km 3.6 Km 3.7

Km 3.8 Km 3.9

Km 4.0

PROJECT LIMITS

PR-848 BEGINS

KM 0.0

KM 3.11 b a a b

KM 1.5

TO PR-181

TO PR-887

PROJECT LIMITS

PR-848 ENDS

KM 4.67

TO PR-887

TO PR-181

a b Km 4.67

Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4 Km 0.5 Km 0.6 Km 0.7

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2

Km 2.

3 Km 2.4

Km 2.4

Km 2.5 Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.1

Km 3.2

Km 3.3

Km 3.4

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.9

PR-848

Km 4.67

Km 4.0 Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

PR

-8

Km 0.2

Km 0.3

Km 0.4 Km 0.5 Km 0.6 Km 0.7

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2

Km 2.

3 Km 2.4

Km 2.4

Km 2.5 Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.1

Km 3.3

Km 3.4

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.9

PR-848

Km 4.67

Km 4.0 Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

PR

-8

KM 4.5

TO PR-185

a b a a bb

PROJECT LIMITS

PR-853 BEGINS

KM 0.0

TO 65 INFANTRY AVE.

a a b b

TO PR-185

TO 65 INFANTRY AVE.

KM 8.0

a b ba

TO PR-185

TO 65 INFANTRY AVE.

KM 11.2

PROJECT LIMITS

PR-853 ENDS

KM 13.97

Km 13.97 a b b a TO PR-185

TO 65 INFANTRY AVE.

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.8

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2 Km 1.3

Km

.4

Km

.5

1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km

3.1 Km 3.2

Km 3.3

Km 3.4

Km

.5

Km 3.6

Km 3.7

Km 3.7

Km 3.8

Km 3.

Km 4.0

Km 4.1

Km 4.2 Km 4.3

Km 4.4 Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km

.4

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.

Km 6.0

Km 6.1

Km 6.2

Km 6.1

Km 6.2 Km 6.3

Km 6.4

Km 6.5

Km 6.

Km 6.7

Km 6.8

Km 6.9

Km 6.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km

.5 Km

.6

Km

.7

Km 7.8 Km 7.9

Km 8.0

Km 7.9

Km 8.0

Km

.1

Km 8.2

Km 8.3 Km 8.4

Km

.5

Km 8.6 Km 8.7

Km 8.8

Km 8.9

Km 9.0 Km 9.1

Km 9.2

Km 9.3 Km 9.

Km 9.5

Km

.6

Km 9.7

Km 9.6

Km 9.7

Km 9.

Km 9.9

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km 10.5

Km 10.4

Km 10.5

Km 10.6

Km 10.7

Km 10.8

Km 10.9

Km 11.0

Km 11.1 Km 11.2

11.2

Km 11.3

Km 11.4 Km 11.5 Km 11.6

Km 11.7

Km 11.8

Km 11.9

Km 12.0

Km 12.0

Km 12.1

Km 12.2

Km 12.3 Km 12.4 Km 12.5 Km 12.6

Km 12.7

Km 12.7

Km 12.8

Km 12.9

Km 13.0

Km 13.1

Km 13 .2

Km 13.3

Km 13.4

Km 13.97

Km 13.5

Km 13.6 Km 13.7 Km 13.8

Km 13.9

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.8

Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.8

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2 Km 1.3

Km

.4

Km

.5

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2 Km 1.3

Km

.4

Km

.5

1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km

3.1 Km 3.2

Km 3.3

Km 3.4

Km

.5

Km 3.6

Km 3.7

Km 2.9

Km 3.0

Km

3.1 Km 3.2

Km 3.3

Km 3.4

Km

.5

Km 3.6

Km 3.7

Km 3.7

Km 3.8

Km 3.

Km 4.0

Km 4.1

Km 4.2 Km 4.3

Km 4.4 Km 4.5Km 3.7

Km 3.8

Km 3.

Km 4.0

Km 4.1

Km 4.2 Km 4.3

Km 4.4 Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km

.4

Km 4.6

Km 4.7

Km 4.8

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km

.4

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.

Km 6.0

Km 6.1

Km 6.2

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.

Km 6.0

Km 6.1

Km 6.2

Km 6.1

Km 6.2 Km 6.3

Km 6.4

Km 6.5

Km 6.

Km 6.7

Km 6.8

Km 6.9

Km 6.1

Km 6.2 Km 6.3

Km 6.4

Km 6.5

Km 6.

Km 6.7

Km 6.8

Km 6.9

Km 6.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km

.5 Km

.6

Km

.7

Km 7.8 Km 7.9

Km 8.0

Km 6.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km

.5 Km

.6

Km

.7

Km 7.8 Km 7.9

Km 8.0

Km 7.9

Km 8.0

Km

.1

Km 8.2

Km 8.3 Km 8.4

Km

.5

Km 8.6 Km 8.7

Km 8.8

Km 7.9

Km 8.0

Km

.1

Km 8.2

Km 8.3 Km 8.4

Km

.5

Km 8.6 Km 8.7

Km 8.8

Km 8.9

Km 9.0 Km 9.1

Km 9.2

Km 9.3 Km 9.

Km 9.5

Km

.6

Km 9.7

Km 8.9

Km 9.0 Km 9.1

Km 9.2

Km 9.3 Km 9.

Km 9.5

Km

.6

Km 9.7

Km 9.6

Km 9.7

Km 9.

Km 9.9

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km 10.5

Km 9.6

Km 9.7

Km 9.

Km 9.9

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km 10.5

Km 10.4

Km 10.5

Km 10.6

Km 10.7

Km 10.8

Km 10.9

Km 11.0

Km 11.1 Km 11.2

Km 10.4

Km 10.5

Km 10.6

Km 10.7

Km 10.8

Km 10.9

Km 11.0

Km 11.1 Km 11.2

11.2

Km 11.3

Km 11.4 Km 11.5 Km 11.6

Km 11.7

Km 11.8

Km 11.9

Km 12.0

Km 11.2

Km 11.3

Km 11.4 Km 11.5 Km 11.6

Km 11.7

Km 11.8

Km 11.9

Km 12.0

Km 12.0

Km 12.1

Km 12.2

Km 12.3 Km 12.4 Km 12.5 Km 12.6

Km 12.7 Km 12.0

Km 12.1

Km 12.2

Km 12.3 Km 12.4 Km 12.5 Km 12.6

Km 12.7

Km 12.7

Km 12.8

Km 12.9

Km 13.0

Km 13.1

Km 13 .2

Km 13.3

Km 13.4

Km 12.7

Km 12.8

Km 12.9

Km 13.0

Km 13.1

Km 13 .2

Km 13.3

Km 13.4

Km 13.97

Km 13.5

Km 13.6 Km 13.7 Km 13.8

Km 13.9

Km 13.97

Km 13.5

Km 13.6 Km 13.7 Km 13.8

Km 13.9

TO PR-185

a b

PROJECT LIMITS

PR-857 BEGINS

KM 0.0

TO 65 INFANTRY AVE.

KM 3.2

a b

KM 6.6a b

TO PR-185

TO 65 INFANTRY AVE.

a b

PR-857 ENDS

KM 10.88

Km 10.88

TO

65 INFANTRY AVE.

TO PR-185

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4

Km 0.5

Km 0.6

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4

Km 0.5

Km 0.6

Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2

Km 1.3 Km 1.4

Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2

Km 1.3 Km 1.4

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2Km 1.4

Km 1.5

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km

.2

Km 3.3

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km

.2

Km 3.3

Km 3.3

Km 3.

Km 3.

Km 3.6 Km 3.7

Km 3.8

Km 3.9

Km

.0

Km 4.1

Km

.2

Km 3.2

Km 3.3

Km 3.

Km 3.

Km 3.6 Km 3.7

Km 3.8

Km 3.9

Km

.0

Km 4.1

Km

.2

Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.

Km 5.0

Km 5.1

Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.

Km 5.0

Km 5.1

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.

Km 5.8

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.

Km 5.8

Km 5.9

Km 6.0 Km 6.1

Km 6.2

Km 6.3

Km 6.4 Km 6.5

Km 6.6

Km 5.9

Km 6.0 Km 6.1

Km 6.2

Km 6.3

Km 6.4 Km 6.5

Km 6.6

Km 6.

Km 6.6

Km 6.7 Km 6.8

Km

.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km 6.

Km 6.6

Km 6.7 Km 6.8

Km

.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km

.4

Km

.5

Km 7.6

Km 7.7

Km 7.8

Km 7.9

Km

.0

Km 8.1

Km

.2

Km

.3

Km 8.4

Km

.4

Km

.5

Km 7.6

Km 7.7

Km 7.8

Km 7.9

Km

.0

Km 8.1

Km

.2

Km

.3

Km 8.4

.3

Km

.4

Km 8.5

Km 8.6

Km 8.7 Km 8.8

Km 8.9

Km 9.0

Km 9.1 Km 9.2

Km

.3

Km

.4

Km 8.5

Km 8.6

Km 8.7 Km 8.8

Km 8.9

Km 9.0

Km 9.1 Km 9.2

Km

.1

Km 9.2

Km 9.3

Km 9.4

Km 9.5

Km 9.6 Km 9.7

Km 9.8

Km 9.9

Km 10.0

Km

.1

Km 9.2

Km 9.3

Km 9.4

Km 9.5

Km 9.6 Km 9.7

Km 9.8

Km 9.9

Km 10.0

Km 10.88

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km

0.

Km 10.6

Km 10.7

Km 10.8

Km 10.88

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km

0.

Km 10.6

Km 10.7

Km 10.8

Km 0.3 Km 0.4

Km 0.5

Km 0.6

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4

Km 0.5

Km 0.6

Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2

Km 1.3 Km 1.4

Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0

Km 1.1

Km 1.2

Km 1.3 Km 1.4

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2Km 1.4

Km 1.5

Km 1.6

Km 1.7 Km 1.8

Km 1.9

Km 2.0

Km 2.1

Km 2.2

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km

.2

Km 3.3

Km 2.1

Km 2.2

Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km

.2

Km 3.3

Km 3.3

Km 3.

Km 3.

Km 3.6 Km 3.7

Km 3.8

Km 3.9

Km

.0

Km 4.1

Km

.2

Km 3.2

Km 3.3

Km 3.

Km 3.

Km 3.6 Km 3.7

Km 3.8

Km 3.9

Km

.0

Km 4.1

Km

.2

Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.

Km 5.0

Km 5.1

Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km 4.5

Km 4.6

Km 4.7

Km 4.8

Km 4.

Km 5.0

Km 5.1

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.

Km 5.8

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.

Km 5.8

Km 5.9

Km 6.0 Km 6.1

Km 6.2

Km 6.3

Km 6.4 Km 6.5

Km 6.6

Km 5.9

Km 6.0 Km 6.1

Km 6.2

Km 6.3

Km 6.4 Km 6.5

Km 6.6

Km 6.

Km 6.6

Km 6.7 Km 6.8

Km

.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km 6.

Km 6.6

Km 6.7 Km 6.8

Km

.9

Km 7.0

Km 7.1

Km 7.2

Km 7.3

Km 7.4

Km

.4

Km

.5

Km 7.6

Km 7.7

Km 7.8

Km 7.9

Km

.0

Km 8.1

Km

.2

Km

.3

Km 8.4

Km

.4

Km

.5

Km 7.6

Km 7.7

Km 7.8

Km 7.9

Km

.0

Km 8.1

Km

.2

Km

.3

Km 8.4

.3

Km

.4

Km 8.5

Km 8.6

Km 8.7 Km 8.8

Km 8.9

Km 9.0

Km 9.1 Km 9.2

Km

.3

Km

.4

Km 8.5

Km 8.6

Km 8.7 Km 8.8

Km 8.9

Km 9.0

Km 9.1 Km 9.2

Km

.1

Km 9.2

Km 9.3

Km 9.4

Km 9.5

Km 9.6 Km 9.7

Km 9.8

Km 9.9

Km 10.0

Km

.1

Km 9.2

Km 9.3

Km 9.4

Km 9.5

Km 9.6 Km 9.7

Km 9.8

Km 9.9

Km 10.0

Km 10.88

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km

0.

Km 10.6

Km 10.7

Km 10.8

Km 10.88

Km 10.0

Km 10.1

Km 10.2

Km 10.3

Km 10.4

Km

0.

Km 10.6

Km 10.7

Km 10.8

TO PR-853

TO PR-852

PROJECT LIMITS

PR-858 BEGINS

KM 0.0

KM 2.8

ba a b

PROJECT LIMITS

PR-858 ENDS

KM 5.0

a b a

TO PR-852

TO PR-853

Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.

Km 0.6 Km 0.7

Km 0.8 Km 0.9

Km 1.0

Km 1.1 Km 1.2

Km 1.3

Km 1.3

Km 1.5 Km 1.6 Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km

.1

Km 2.1

Km 2.2

Km 2.3 Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 2.

Km 2.

Km 3.0 Km 3.1

Km 3.2 Km 3.3 Km 3.4

Km 3.5

Km 3.6

Km 3.6

Km 3.7 Km 3.8

Km 3.9

Km 4.0 Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km

.5

Km 4.2

Km 4.3

Km 4.4

Km

.5

Km 4.6

Km 4.7

Km

.8

Km 4.9

Km 5.0 Km 5.0

Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.

Km 0.6 Km 0.7

Km 0.8 Km 0.9

Km 1.0

Km 1.1 Km 1.2

Km 1.3

Km 1.5 Km 1.6 Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km

.1

Km 2.1

Km 2.2

Km 2.3 Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 2.

Km 2.

Km 3.0 Km 3.1

Km 3.2 Km 3.3 Km 3.4

Km 3.5

Km 3.6

Km 3.6

Km 3.7 Km 3.8

Km 3.9

Km 4.0 Km 4.1

Km 4.2

Km 4.3

Km 4.4

Km

.5

Km 4.3

Km 4.4

Km

.5

Km 4.6

Km 4.7

Km

.8

Km 4.9

Km 5.0 Km 5.0

TO PR-887

PR-860 BEGINS

KM 0.0

b a

PROJECT LIMITS

PR-860 ENDS

KM 0.91

Km 0.91

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.91

Km

.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 0.91

Km

.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.91

Km

.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 0.91

Km

.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9

PR-874 ENDS

KM 6.73

TO 65 INFANTRY AVE.

TO PASEO DE LOS GIGANTES AVE.

TO

C

AR

O

LI

N

A C

EN

TR

O

TO

P

AS

EO

D E

LO

S

G

IG

AN

TE

S A

VE

PR

O

JE

C

T

LI

M

IT

S

PR

-8

B

EG

IN

S

KM

.0

KM 2.8

b a a b

TO 65 INFANTRY AVE.

KM 5.3

b b a a

Km 1.28

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9

Km 1.0 Km 1.1

Km 1.2

Km 1.3

Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7

.8

Km

.9

Km 1.9

Km 2.0

Km 2.1 Km 2.2 Km 2.3

Km 2.4 Km 2.5

Km 2.6

Km 2.6

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3 Km 3.4

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.9 Km 4.0

Km 4.1

Km 4.3 Km 4.4

Km 4.5 Km 4.6 Km 4.7

Km 4.8 Km 4.9

Km 5.0 Km 5.1

Km 5.2

Km

.3

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.9

Km 6.0

Km 6.73 Km 6.1 Km 6.2 Km 6.3 Km 6.4 Km 6.5 Km 6.6 Km 6.7

Km 1.28

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6 Km 1.28

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9

Km 1.0 Km 1.1

Km 1.2

Km 1.3

Km 0.7

Km 0.8

Km 0.9

Km 1.0 Km 1.1

Km 1.2

Km 1.3

Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7

.8

Km

.9

Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7

Km

.8

Km

.9

Km 1.9

Km 2.0

Km 2.1 Km 2.2 Km 2.3

Km 2.4 Km 2.5

Km 2.6

Km 1.9

Km 2.0

Km 2.1 Km 2.2 Km 2.3

Km 2.4 Km 2.5

Km 2.6

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2 Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3 Km 3.4

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.9 Km 4.0 Km 3.3 Km 3.4

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.9 Km 4.0

Km 4.1

Km 4.3 Km 4.4

Km 4.5 Km 4.6 Km 4.7Km 4.1

Km 4.2

Km 4.3 Km 4.4

Km 4.5 Km 4.6 Km 4.7

Km 4.8 Km 4.9

Km 5.0 Km 5.1

Km 5.2

Km

.3

Km 4.8 Km 4.9

Km 5.0 Km 5.1

Km 5.2

Km

.3

Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.9

Km 6.0 Km 5.3

Km 5.4

Km 5.5

Km 5.6

Km 5.7

Km 5.8

Km 5.9

Km 6.0

Km 6.73 Km 6.1 Km 6.2 Km 6.3 Km 6.4 Km 6.5 Km 6.6 Km 6.7 Km 6.73 Km 6.1 Km 6.2 Km 6.3 Km 6.4 Km 6.5 Km 6.6 Km 6.7

PR-887 BEGINS

KM 0.0

KM 2.7

b a

TO CAROLINA CENTRO

TO 65 INFANTRY AVE.

ba

PROJECT LIMITS

PR-887 ENDS

KM 3.8

TO 65 INFANTRY AVE.

a b

TO CAROLINA CENTRO

KM 2.7

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1

Km 1.2

Km 1.3

Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9 Km 2.0

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2 Km 3.3

Km 3.8

Km 3.4 Km 3.5 Km 3.6 Km 3.7

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1

Km 1.2

Km 1.3Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1

Km 1.2

Km 1.3

Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9 Km 2.0Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9 Km 2.0

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2 Km 3.3

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2 Km 3.3

Km 3.8

Km 3.4 Km 3.5 Km 3.6 Km 3.7

Km 3.8

Km 3.4 Km 3.5 Km 3.6 Km 3.7

TO PR-181

PR-8887 BEGINS

KM 0.0

KM 1.3

ba

TO PR-860

Km 3.45

Km . 35.8

Km. 0.2

Km. 0.1

Km. 0.3 Km. 0.4

Km. 0.5

Km. 0.6

Km. 0.7 Km. 0.8 Km. 0.9

Km. 1.0

Km. 1.1

Km. 1.2

Km. 1.3

Km. 1.4

Km. 1.5

Km. 1.6

Km. 1.7 Km. 1.8

Km. 1.9

Km. 2.0

Km. 2 .1

Km. 2.2

Km. 2.3

Km. 0.0

Km. 2.4

Km. 2 .5

Km. 2 .6

Km. 2.7

Km. 2.8

Km. 2.9

Km. 3.0

Km. 3.1

Km. 3.2

Km. 3.3

Km. 3.4 a b a

KM 2.8

PROJECT LIMITS

PR-8887 ENDS

KM 3.45

Km. 0.2

Km. 0.1 Km. 0.3

Km. 0.4

Km. 0.5

Km. 0.6

Km. 0.0

Km. 0.6

Km. 0.7 Km. 0.8

Km. 0.9

Km. 1.0

Km. 1.1

Km. 1.2 Km. 1.3

Km. 1.4

Km. 1.5

Km. 1.6 Km. 1.7

Km. 1.8

Km. 1.9

Km. 2.0

Km. 2.1

Km. 2.1

Km. 2.2

Km. 2.3

Km. 2.4 Km. 2.5 Km. 2.6

Km . 2.7

Km . 2.8

Km 3.45

Km. 2.8

Km. 2.9 Km. 3.0

Km. 3.1

Km. 3.2 Km. 3.3

Km. 3.4

Km. 0.2

Km. 0.1 Km. 0.3

Km. 0.4

Km. 0.5

Km. 0.6

Km. 0.0

Km. 0.2

Km. 0.1 Km. 0.3

Km. 0.4

Km. 0.5

Km. 0.6

Km. 0.0

Km. 0.6

Km. 0.7 Km. 0.8

Km. 0.9

Km. 1.0

Km. 1.1

Km. 1.2 Km. 1.3

Km. 0.6

Km. 0.7 Km. 0.8

Km. 0.9

Km. 1.0

Km. 1.1

Km. 1.2 Km. 1.3

Km. 1.4

Km. 1.5

Km. 1.6 Km. 1.7

Km. 1.8

Km. 1.9

Km. 2.0

Km. 2.1

Km. 1.4

Km. 1.5

Km. 1.6 Km. 1.7

Km. 1.8

Km. 1.9

Km. 2.0

Km. 2.1

Km. 2.1

Km. 2.2

Km. 2.3

Km. 2.4 Km. 2.5 Km. 2.6

Km . 2.7

Km . 2.8

Km. 2.1

Km. 2.2

Km. 2.3

Km. 2.4 Km. 2.5 Km. 2.6

Km . 2.7

Km . 2.8

Km 3.45

Km. 2.8

Km. 2.9 Km. 3.0

Km. 3.1

Km. 3.2 Km. 3.3

Km. 3.4 Km 3.45

Km. 2.8

Km. 2.9 Km. 3.0

Km. 3.1

Km. 3.2 Km. 3.3

Km. 3.4

Km 0.37

Km. 35.8

Km. 0.1 Km. 0.2

Km. 0.3

Km 0.37

Km. 35.8

Km. 0.1 Km. 0.2

Km. 0.3

CAMPO RICO AVE. BEGINS

KM 1.45

ba KM 4.1

TO 65 INFANTRY AVE.

TO 435 ST.

Km 1.45

KM 2.7

a b

PROJECT LIMITS

CAMPO RICO AVE. ENDS

KM 6.21

TO 435 ST.

a b

TO 65 INFANTRY AVE.

KM 5.6

Km 6.21 a

3 4

Km 1.45

Km 1.6 Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 1.45

Km 1.5

Km 1.6 Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7

Km 2.8 Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3 Km 3.4

Km 2.8 Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3 Km 3.4

Km 3.5 Km 3.6 Km 3.7 Km 3.8 Km 3.9

Km 4.0

Km 4.1

Km 4.2

Km 3.5 Km 3.6 Km 3.7 Km 3.8 Km 3.9

Km 4.0

Km 4.1

Km 4.2

Km 4.3 Km 4.4 Km 4.5 Km 4.6 Km 4.7 Km 4.8

Km 4.2 Km 4.3 Km 4.4 Km 4.5 Km 4.6 Km 4.7 Km 4.8

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4 Km 5.5

Km 5.6

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4 Km 5.5

Km 5.6

Km 6.21 Km 5.7 Km 5.8 Km 5.9 Km 6.0 Km 6.1 Km 6.2

Km 6.21 Km 5.7 Km 5.8 Km 5.9 Km 6.0 Km 6.1 Km 6.2

Km 1.45

Km 1.6 Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 2.0

Km 2.1

Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7

Km 2.8 Km 2.9 Km 3.0 Km 3.1 Km 3.2 Km 3.3 Km 3.4

Km 3.5 Km 3.6 Km 3.7 Km 3.8 Km 3.9

Km 4.0

Km 4.1

Km 4.2

Km 4.3 Km 4.4 Km 4.5 Km 4.6 Km 4.7 Km 4.8

Km 4.9

Km 5.0

Km 5.1

Km 5.2

Km 5.3

Km 5.4 Km 5.5

Km 5.6

Km 6.21 Km 5.7 Km 5.8 Km 5.9 Km 6.0 Km 6.1 Km 6.2

ROBERTO CLEMENTE AVE. BEGINS

KM 0.0

ba

KM 1.4

TO 65 INFANTRY AVE.

a b

KM 2.9

PROJECT LIMITS

ROBERTO CLEMENTE AVE. ENDS

KM 4.17

TO CAMPO RICO AVE.

a b Km 4.17

TO PASEO DE LOS GIGANTES AVE.

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.4

Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9

Km 2.1

Km 2.2 Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1 Km 3.2

Km 3.3

Km 3.4

Km 3.5

Km 4.17Km 3.6

Km 3.7

Km 3.8 Km 3.9

Km 4.0

Km 4.1

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.4

Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9

Km 2.1

Km 2.2 Km 2.3

Km 2.4

Km 2.5

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1 Km 3.2

Km 3.3

Km 3.4

Km 3.5

Km 4.17Km 3.6

Km 3.7

Km 3.8 Km 3.9

Km 4.0

Km 4.1

PONTEZUELA AVE. BEGINS

KM 0.0

a

PROJECT LIMITS

PONTEZUELA AVE. ENDS

KM 1.1

TO PR-26

TO GALICIA AVE.

b

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1

Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1

SANCHEZ CASTAÑO AVE. BEGINS

KM 0.0

a

PROJECT LIMITS

SANCHEZ CASTAÑO AVE. ENDS

KM 1.98

TO FIDALGO DIAZ AVE.

TO PR-874

KM 1.4

b Km 1.98 a

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.0

Km 0.1

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.98

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 1.98 Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.0

Km 0.1

Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.98

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 1.98 Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

SANCHEZ OSORIO AVE. BEGINS

KM 0.0

ba

PROJECT LIMITS

SANCHEZ OSORIO AVE. ENDS

KM 2.56

TO FRAGOSO AVE.

TO CAMPO RICO AVE.

KM 1.3

Km 2.56 b a

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3

Km 1.2

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 2.56 Km 2.0

Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5

Km 2.56 Km 2.0

Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3

Km 1.2

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.6

Km 1.7

Km 1.8

Km 1.9

Km 2.0

Km 2.56 Km 2.0

Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5

Km 2.56 Km 2.0

Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5

TO FIDALGO DIAZ AVE.

PROJECT LIMITS

FRAGOSO AVE. BEGINS

KM 0.0

KM. 0.50

a b

PROJECT LIMITS

FRAGOSO AVE. ENDS

KM 1.01

Km 1.01

AEROPUERTO AVE. BEGINS

KM 0.0

a

PROJECT LIMITS

AEROPUERTO AVE. ENDS

KM 0.95

TO PR-26

TO AIRPORT TERMINALS

b Km 0.95

Km 0.2

Km 0.3

Km 0.4

Km 0.95

Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

Km 0.2

Km 0.3

Km 0.4

Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4

Km 0.95

Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

Km 0.95

Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

PASEO DE LOS GIGANTES AVE. BEGINS

KM 0.0

ba

KM 1.2

TO PR-26

Km 0.10

KM 2.7

TO PR-874

a b

(2021) Distrib ution Airbus DS

PROJECT LIMITS

PASEO DE LOS GIGANTES AVE. ENDS

KM 3.88

TO PR-874

a b

TO PR-26

Km 3.88

Km 0.10 Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.10 Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9

Km 2.0 Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6Km 2.0 Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3

Km 3.4

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3

Km 3.4

Km 3.88

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.88

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 0.10 Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.10 Km 0.2

Km 0.3 Km 0.4 Km 0.5

Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2Km 0.6 Km 0.7 Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9Km 1.3 Km 1.4 Km 1.5 Km 1.6 Km 1.7 Km 1.8 Km 1.9

Km 2.0 Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6Km 2.0 Km 2.1 Km 2.2 Km 2.3 Km 2.4 Km 2.5 Km 2.6

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3

Km 3.4

Km 2.6

Km 2.7

Km 2.8

Km 2.9

Km 3.0

Km 3.1

Km 3.2

Km 3.3

Km 3.4

Km 3.88

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 3.88

Km 3.5

Km 3.6

Km 3.7

Km 3.8

Km 0.64

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

Km 0.64

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6 Km 0.64

Km 0.0

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6

ITURREGUI AVE. BEGINS

KM 0.4

a

PROJECT LIMITS

ITURREGUI AVE. ENDS

KM 2.73

TO PR-8

TO PR-26

b

Km 2.73 a b

KM 1.5

Km 0.4 Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3 Km 1.4

Km 1.5

Km 1.8

Km 1.9 Km 2.0

Km 2.1

Km 2.2

Km 2.73Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7

Km 0.4 Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

Km 0.4 Km 0.5 Km 0.6 Km 0.7 Km 0.8

Km 0.9

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3 Km 1.4

Km 1.5

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3 Km 1.4

Km 1.5

Km 1.8

Km 1.9 Km 2.0

Km 2.1

Km 2.2 Km 1.6

Km 1.7

Km 1.8

Km 1.9 Km 2.0

Km 2.1

Km 2.2

Km 2.73Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7 Km 2.73Km 2.3 Km 2.4 Km 2.5 Km 2.6 Km 2.7

435 STREET BEGINS

KM 0.0

PROJECT LIMITS

435 STREET ENDS

KM 1.4

TO PASEO DE LOS GIGANTES AVE.

TO CAMPO RICO AVE.

a b

KM 0.7

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.4

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7Km 0.0

Km 0.1

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.4

Km 0.7

Km 0.8

Km 0.9 Km 1.0 Km 1.1 Km 1.2 Km 1.3

Km 1.4

GALICIA AVE. BEGINS

KM 0.0

PROJECT LIMITS

GALICIA AVE. ENDS

KM 0.91

TO CAMPO RICO AVE.

TO PONTEZUELA AVE.

a b

KM 0.4

Km 0.91

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4

Km 0.91Km 0.5 Km 0.6 Km 0.7 Km 0.8 Km 0.9

Km 0.0 Km 0.1 Km 0.2 Km 0.3 Km 0.4

Km 0.91Km 0.5 Km 0.6 Km 0.7 Km 0.8 Km 0.9

Km 3.06

TO FRAGOSO AVE.

TO CAMPO RICO AVE.

PROJECT LIMITS

FIDALGO DIAZ AVE. BEGINS

KM 0.0

KM. 1.5 KM. 2.3

1 2 a b b a

PROJECT LIMITS

FIDALGO DIAZ AVE. ENDS

KM 3.6

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6 Km 0.7

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1 Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.8

Km 1.9

Km 2.0 Km 2.1

Km 2.2

Km 2.3

Km 3.06

Km 2.3 Km 2.4

Km 2.5 Km 2.6

Km 2.7 Km 2.8

Km 2.9

Km 3.0

Km 0.1 Km 0.2 Km 0.3 Km 0.4 Km 0.5 Km 0.6 Km 0.7

Km 0.7

Km 0.8

Km 0.9

Km 1.0

Km 1.1 Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 1.8

Km 1.9

Km 2.0 Km 2.1

Km 2.2

Km 2.3

Km 3.06

Km 2.3 Km 2.4

Km 2.5 Km 2.6

Km 2.7 Km 2.8

Km 2.9

Km 3.0

CALDERON AVE. BEGINS

KM 0.0

a

PROJECT LIMITS

CALDERON AVE. ENDS

KM 1.56

TO PR-874

TO PASEO DE LOS GIGANTES AVE.

KM 0.8

b Km 1.56

Km 0.

Km 0.

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.8

Km 1.56 Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.4

Km 1.5

Km 0.

Km 0.

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 0.8

Km 1.56 Km 0.8

Km 0.9

Km 1.0

Km 1.1

Km 1.2

Km 1.3

Km 1.4

Km 1.5

RIVERA / FDEZ. JUNCOS ST. BEGINS

KM 0.0

PROJECT LIMITS

RIVERA / FDEZ. JUNCOS ST. ENDS

KM 1.28

TO 65 INFANTRY AVE.

TO PR-874

a b

KM 0.7

Km 1.28

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 1.28Km 0.7

Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 0.2

Km 0.3

Km 0.4

Km 0.5

Km 0.6

Km 0.7

Km 1.28Km 0.7

Km 0.8 Km 0.9 Km 1.0 Km 1.1 Km 1.2

Km 0.3

Km 0.3 panelStyle:guide_exp_advance_b.ssipanelName:6panelQuantity:1panelStation:1682panelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_exp_advance_b.ssi panelName:3panelQuantity:1panelStation:1683panelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

NO

PARE

NO

ESTACIONE

panelStyle:guide_con_street name_route shield_2012.ssi panelName:23panelQuantity:1panelStation:1292panelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:2heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

NO

ESTACIONE

PARADA

PESO

MAXIMO

TONS

45 T 55 T

30 T panelStyle:warning.ssipanelName:W12-3panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:BIKE:18x18,MIN.:24x24,STD.:30x30,EXP.:36x36,SPCL.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:r16-2.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:2panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:regulatory.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:2panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

PESO

MAXIMO

panelStyle:guide_con_advance street…