Amendment 0001 - PR ER PRMNT RPR (11).pdf

PDF 3 MB Posted

Attached to
Sign and Safety Repairs - North and South Region in Puerto Rico
Solicitation number
693C73-22-B-000012
Issued by

About this file

This federal contract opportunity announcement solicits bids for a sign and safety repairs project located in multiple municipalities in Puerto Rico. The project consists of repairing signs and guardrails damaged by hurricanes, including traffic sign assemblies, new guardrails, bridge transition upgrades, traffic sign and guardrail demolition and removal, and miscellaneous work. The total cost of the project is estimated between $10-20 million. Bids are due on the date specified in block 13a of the SF1442 form. Interested vendors must register at www.sam.gov to receive notifications and bid documents available at that site as of June 16, 2022. Annual representations and certifications must be completed at www.sam.gov and www.dol.gov/vets/vets4212.htm. Bidders must be registered in SAM for payment. Security protocols are provided for facility access.

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(x)

693C7322B000012 x x 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 1407/08/20220001

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

06/16/2022

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 PRMNT RPR(11):

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities.

b) See B Pages Changes Summary_Amendment 1.pdf for details.

2) Revise the Plan as follows:

a) Schedule A & B (AC-815578): Replace Sheets 297 (TS 282), 298 (TS 283), and 302 (TS 287).

b) Schedule A & B (AC-814578): Replace Sheets 283 (TS D3), and 284 (TS D4).

c) Schedule A & B (AC-810578): Replace Sheets 322 (TS 315), 323 (TS 316), and 331 (TS

324).pdf.

d) See Amended Plans_Sch_A&B_AC-810578_Amendment 1.pdf, Amended

Continued ...

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 24

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7322B000012/0001

Plans_Sch_A&B_AC-814578_Amendment 1.pdf, and

Amended Plans_Sch_A&B_AC-815578_Amendment 1.pdf.

3) Revise the Special Contract Requirements (J

Pages) as follows:

a) Section 150 to correct typo and modify based on traffic sign & guardrail repairs.

b) Subsection 613-3.04(g) to correct a typo in the applicability for route marker sign assemblies.

c) See SCR Changes_Amendment 1.pdf for details.

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

5) The Bid Opening date will remain July 19, 2022, at 2:00 p.m. EST.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0001

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001 Project PR ER PRMNT RPR (11)

Puerto Rico Highway and Transportation Authority Sign and Safety Repairs - North and South Region in Puerto Rico

Solicitation: 693C73-22-B-000012

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to:

a) Replace the Cost Proposal Bid Schedules and Cost Proposal Summary to update quantities.

b) See B Pages Changes Summary_Amendment 1.pdf for details.

2) Revise the Plan as follows:

a) Schedule A & B (AC-815578): Replace Sheets 297 (TS 282), 298 (TS 283), and

302 (TS 287).

b) Schedule A & B (AC-814578): Replace Sheets 283 (TS D3), and 284 (TS D4).

c) Schedule A & B (AC-810578): Replace Sheets 322 (TS 315), 323 (TS 316), and

331 (TS 324).pdf.

d) See Amended Plans_Sch_A&B_AC-810578_Amendment 1.pdf, Amended

Plans_Sch_A&B_AC-814578_Amendment 1.pdf, and Amended Plans_Sch_A&B_AC-815578_Amendment 1.pdf.

3) Revise the Special Contract Requirements (J Pages) as follows:

a) Section 150 to correct typo and modify based on traffic sign & guardrail repairs.

b) Subsection 613-3.04(g) to correct a typo in the applicability for route marker sign assemblies.

c) See SCR Changes_Amendment 1.pdf for details.

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

5) The Bid Opening date will remain July 19, 2022, at 2:00 p.m. EST.

B Pages Changes Summary Page 1 of 1

B Pages changes

1. Delete Cost Proposal Bid Schedules and Cost Proposal Summary Pages B-1 through B-5 and substitute with the amended Cost Proposal Bid Schedules and Cost Proposal Summary, pages B-1 through B-5.

a) Revised the unit prices for the following Schedule A, B, and C pay items:

1. Pay item 15102-0000 Reimbursement for Municipal Tax Payments

b) Revised the bid quantities for the following Schedule A pay items:

1. Pay item 61310-2000 Traffic Sign Assembly, Code B

2. Pay item 61310-3000 Traffic Sign Assembly, Code C

3. Pay item 61310-7000 Traffic Sign Assembly, Code G

4. Pay item 61310-2000 Traffic Sign Assembly, Code R

c) Added the following pay item to Schedule B and Schedule C:

1. Pay item 21201-1000 Reconditioning of Shoulders and Ditches

B I D S C H E D U L E Schedule A Account: ALL

Project No: PR ER DOT PRMNT RPR (11)

Item No. Quantity Unit Unit Price Amount

15001-0000 Line A0020 ALL LPSM $

15100-1000 Line A0040 ALL LPSM $

15102-0000 Line A0060 1 CTSM $ 945,000.00945,000.00 $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

61101-0000 Line A0120 27 MO $ $

61310-1000 Line A0140 45,840 SQFT $ $

61310-2000 Line A0160 11,400 SQFT $ $

61310-3000 Line A0180 12,630 SQFT $ $

61310-4000 Line A0200 12,360 SQFT $ $

61310-5000 Line A0220 2,450 SQFT $ $

61310-6000 Line A0240 90 SQFT $ $

61310-7000 Line A0260 $ $

61310-8000 Line A0280 450 SQFT $ $

61311-0000 Line A0300 25 SQFT $ $

61311-2000 Line A0320 2,150 SQFT $ $

61311-4000 Line A0340 200 SQFT $ $

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Construction Schedule

Field Office

Traffic Sign Assembly, Code G

440 SQFT

Traffic Sign Assembly, Code H

Traffic Sign Assembly, Code O

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Traffic Sign Assembly, Code E

Traffic Sign Assembly, Code F

Traffic Sign Assembly, Code R

Traffic Sign Assembly, Code U

Submitted by: __________________________

Name: Signage Repairs on AC-810578, AC-813578, AC-

814578, AC-804578, AC-815578, & AC-816578

Schedule Total: __________________________

Ricardo.Reyes Typewritten Text

Schedule A Account: ALL

Project No: PR ER DOT PRMNT RPR (11)

Item No. Quantity Unit Unit Price Amount

Submitted by: __________________________

Name: Signage Repairs on AC-810578, AC-813578, AC-

814578, AC-804578, AC-815578, & AC-816578

Schedule Total: __________________________

61312-4000 Line A0360 125 SQFT $ $

61313-0000 Line A0380 2.5 SQFT $ $

62100-1000 Line A0400 861 Each $ $

62100-2000 Line A0420 3,596 Each $ $

62101-1000 Line A0440 290 Each $ $

63800-1000 Line A0460 ALL LPSM $

66100-1000 Line A0480 21 Each $ $

91300-5000 Line A0500 5,210 Each $ $

91300-6000 Line A0520 300 Each $ $

93501-0000 Line A0540 125 Each $ $

Traffic Sign Assembly, Code T

Kilometer Marker

Hectometer Marker

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Locate Utility, Test Pit

Object Markers

Maintenance of Traffic

Project Funding Sign

Traffic Sign Assembly, Code I

Ricardo.Reyes

Schedule B Account: ALL

Project No: PR ER DOT PRMNT RPR (11)

Item No. Quantity Unit Unit Price Amount

15001-0000 Line B0020 ALL LPSM $

15100-1000 Line B0040 ALL LPSM $

15102-0000 Line B0060 1 CTSM $ 425,000.00425,000.00 $

15401-0000 Line B0080 ALL LPSM $

15401-1000 Line B0100 ALL LPSM $

15501-0000 Line B0120 ALL LPSM $

60600-1000 Line B0160 18,400 M $ $

60600-4000 Line B0160 15,300 M $ $

60604-3000 Line B0200 2 Each $ $

60604-3100 Line B0220 3 Each $ $

61101-0000 Line B0240 23 mo $ $

63800-1000 Line B0260 ALL LPSM $

91001-3000 Line B0280 4 Each $ $

91001-5100 Line B0300 1 Each $ $

93101-1000 Line B0320 1,830 M $ $

93501-0000 Line B0340 65 Each $ $

Schedule Total: _________________________

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

Bridge Transition Upgrade

New Transition Module (Less than 45mph)

Removal and Disposal of Lead Based Paint (Painted Guardrail)

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type I

Thrie-Beam Transition, Type II

Field Office

Maintenance of Traffic

Locate Utility, Test Pit

Submitted by: __________________________

Name: Guardrail Repairs on AC-810578, AC-813578, AC-

814578, AC-815578 & AC-816578

21201-1000 Line B0140 1 CTSM $ $

Reconditioning of Shoulders and Ditches

Ricardo.Reyes

Schedule C Account: ALL

Project No: PR ER DOT PRMNT RPR (11)

Item No. Quantity Unit Unit Price Amount

15001-0000 Line C0020 ALL LPSM $

15100-1000 Line C0040 ALL LPSM $

15102-0000 Line C0060 1 CTSM $ 75,000.0075,000.00 $

15401-0000 Line C0080 ALL LPSM $

15401-1000 Line C0100 ALL LPSM $

15501-0000 Line C0120 ALL LPSM $

60600-1000 Line C0160 2,636 M $ $

60600-4000 Line C0180 2,636 M $ $

61101-0000 Line C0200 8 mo $ $

63800-1000 Line C0220 ALL LPSM $

66100-1000 Line C0240 5 Each $ $

93101-1000 Line C0260 521 M $ $

93501-0000 Line C0280 10 Each $ $

Name: Guardrail Repairs on AC-804578 Schedule Total: _________________________

Submitted by: __________________________

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Cultural Resource Protection and Monitoring

Construction Schedule

Locate Utility, Test Pit

W-Beam Guardrail, Single Face

Removal, Storage and Delivery of Existing Guardrail

Field Office

Maintenance of Traffic

Project Funding Sign

Removal and Disposal of Lead Based Paint (Painted Guardrail)

21201-1000 Line C0140 1 CTSM $ $

Reconditioning of Shoulders and Ditches

Ricardo.Reyes

B -5

BID SUMMARY

Project PR ER PRMNT RPR(11)

(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-4) = (3) $____________________

Total Price of Project (for evaluation purposes only)

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

Maximum Time Allowed for the Contract if all the Schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B+ C, the performance period to complete all contract work will be 880 calendar days.

If Schedules A, B, and C are NOT awarded at the same time:

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 880 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 880 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 640 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 of the contract will not be extended and the performance of Schedule C work is to be simultaneous with the performance of the executed contract.

Ricardo.Reyes

Plan Sheet changes 1 of 1

Plan Sheet changes

Plans_Sch A&B_AC-815578_20210901.pdf

1. Delete Plan Sheets 297 (TS 282), 298 (TS 283), and 302 (TS 287) Sign Data Sheet and substitute with the Amended Plans_Sch_A&B_AC-815578_Amendment 1.

a) Sheets 297 (TS 282), 298 (TS 283), and 302 (TS 287) updated to revise the Sign Data Sheet Table. Revisions were made to the Pay Item Code for Sign Codes No.

401, 405, 422, 424, 564, and 601.

Plans_Sch_A&B_AC-814578_20220519_part 7 of 7

1. Delete Plan Sheet 283 (TS D3) and 284 (TS D4) Master Sign Summary Table and substitute with the Amended Plans_Sch_A&B_AC-814578_Amendment 1

a) Sheet 283 (TS D3) is updated to revise the Master Sign Summary Table. Revisions were made to the Size of Sign Panel for Sign Codes No. 112, 114, and 176.

b) Sheet 284 (TS D4) updated to revise the Master Sign Summary Table. Revisions were made to the Pay Item Code for Sign Codes No. 224, 250, 251, and 257.

Plans_Sch A&B_AC-810578_20220614_part 6 of 6

1. Delete Plan Sheets 322 (TS 315), 323 (TS 316), and 331 (TS 324) Sign Data Sheet and substitute with the Amended Plans_Sch_A&B_AC-810578_Amendment 1.pdf.

a) Sheet 322 (TS 315), 323 (TS 316), and 331 (TS 324) are updated to revise the Sign Data Sheet. Revisions were made to the Size of Sign Panel for Sign Codes No. 367, 368, 370, 371, 372, 373, 374, 375, 376, 377, 378, 379, 380, 381, 586, 587, and 588, and the Pay Item Code for Sign Codes No. 376 and 380.

REVISIONS

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DATEPUERTO RICOISLANDWIDE

Tel: 787-587-9928 / Office: 787-724-2494

San Juan, PR 00907 vanessa@vagtecpr.com http://vagtecpr.com

605 Condado Street, Suite 418, San Alberto Building VAG Transportation Engineering Consultants, PSC

SHEETFISCALHIGHWAY

No.YEAR

P.R.

ISLANDMUNICIPALITIES SHEETS

TOTALFED. AID HWAY

RW

C

PROJECT No.

A.C. PROJECT

No.

3652019ISLANDWIDEPRAC-810578

HURRICANE IRMA AND MARIA RECOVERY EFFORTS

SIGNING IMPROVEMENTS

R109999578

70% PRELIMINARY DESIGN SUBMITTALJAN 22, 2019 VAG

100% FINAL DESIGN SUBMITTALFEB 27, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 30, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJULY 15, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAUG 14, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALNOV 19, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJUL 15, 2020 VAG

ORACLE

ER-9999(303)

100% FINAL DESIGN REVISION SUBMITTALNOV 11, 2020 VAG

100% FINAL DESIGN REVISION SUBMITTALJAN 25, 2021 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 22, 2021 VAG

REVISED AS PER EFL COMMENTSJUL 1, 2022 VAG1

SIGN DATA SHEET

TS

NTS

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

S I G N D A T A S H E E T

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

SEE GUIDE

SIGN DETAILS

3474 M3-4 36" x 24" 3

3476 M1-6C 36" x 24" 1

M2-1 21" x 15" 23477

3479 M1-6D 36" x 24" 1

3480 M1-6C 36" x 24" 1

3481 M1-6D 36" x 24" 1

3482 1

3483 M1-6C 36" x 24" 1

3484 M1-6C 1

3485 M1-6D 36" x 24" 4

3489 M2-1 36" x 24"

3490 M1-6C 36" x 24" 1

3491 M1-6D 36" x 24" 2

3493 M1-6D 36" x 24" 1

3494 M1-6C 24" x 12" 1

3495 M1-6C 36" x 24" 1

3496 M1-6D 36" x 24" 1

3497 M1-6D 36" x 24" 1

3498 M1-6D 36" x 24" 1

3499 M2-1 21" x 15" 2

3501 M1-6D 36" x 24" 1

3502 M1-6D 1

3503 M1-6D 36" x 24" 1

3505 M1-6D 48" x 36" 8

3509 M1-6D 48" x 36" 3

M2-1 31.5" x 22.5" 23511

3513 M1-6D 48" x 36" 1

M6-4 21" x 15"

M2-1

M1-6D 36" x 24"

M1-6D 21" x 15"

M3-4

M1-6D M6-1

36" x 24"

21" x 15" 21" x 15"

M3-4 36" x 24"

M1-6C

24" x 12"

M1-6D 36" x 24"

M1-6D 36" x 24"

M1-6D 48" x 36"

M1-6C 36" x 24"

36" x 24"M1-6D

M1-6D 36" x 24"

M6-1

36" x 24"

M1-6D 36" x 24 "

21" x 15"

36" x 24"

M2-1 21" x 15"

M6-2 M6-1 21" x 15"

36" x 24"

M1-6D 36" x 24"

M6-4 30" x 21"

M3-2

M1-6C

24" x 12"

21" x 15"

INT

M1-6C

M6-3 21" x 15" 21" x 15"

M1-6D

M3-4

M6-2

24" x 12"

21" x 15"

M3-2

M1-6D M6-1

8811 36" x 24"

21" x 15" 21" x 15"

36" x 24"

3492 810

INT

M1-6C

M6-1 M6-2

M3-2 36" x 24"

21" x 15"

24" x 12"

21" x 15"

M3-2

21" x 15"

36" x 24"

M6-1 M6-1

21" x 15" 21" x 15"

M6-1 M6-1

OESTE

ESTE

24" x 12"

21" x 15"

M3-2

M6-1 M6-3

ESTE

165 164 24" x 12"

21" x 15" 21" x 15"

M3-2

ESTE

884 164 24" x 12"

M3-4

M6-3 M6-1

OESTE

164 884 24" x 12 "

21" x 15 " 21" x 15 "

INT

M6-2

OESTE

164 165 21" x 15"

ESTE

24" x 12"

M6-3

INT

M6-3

OESTE

815 164 24" x 12"

ESTE

164 810

M1-6D M6-1 M6-1

OESTE

810 164 36" x 24" 21" x 15" 21" x 15"

ESTE

OESTE

24" x 12"M3-4

M1-6D

M6-2 M6-1

164 815 36" x 24"

21" x 15" 21" x 15"

INT

M6-1 M6-3

164 8126 21" x 15" 21" x 15"

8126 164

3512 160

INT

SEE GUIDE

SIGN DETAILS

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TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

ITEM

PAY

CODE

D

D

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D

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CODE

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G

G

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Ricardo.Reyes

Amendment No. 1

FI

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DATEPUERTO RICOISLANDWIDE

Tel: 787-587-9928 / Office: 787-724-2494

San Juan, PR 00907 vanessa@vagtecpr.com http://vagtecpr.com

605 Condado Street, Suite 418, San Alberto Building VAG Transportation Engineering Consultants, PSC

SHEETFISCALHIGHWAY

No.YEAR

P.R.

ISLANDMUNICIPALITIES SHEETS

TOTALFED. AID HWAY

RW

C

PROJECT No.

A.C. PROJECT

No.

3652019ISLANDWIDEPRAC-810578

HURRICANE IRMA AND MARIA RECOVERY EFFORTS

SIGNING IMPROVEMENTS

R109999578

70% PRELIMINARY DESIGN SUBMITTALJAN 22, 2019 VAG

100% FINAL DESIGN SUBMITTALFEB 27, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 30, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJULY 15, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAUG 14, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALNOV 19, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJUL 15, 2020 VAG

ORACLE

ER-9999(303)

100% FINAL DESIGN REVISION SUBMITTALNOV 11, 2020 VAG

100% FINAL DESIGN REVISION SUBMITTALJAN 25, 2021 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 22, 2021 VAG

REVISED AS PER EFL COMMENTSJUL 1, 2022 VAG1

SIGN DATA SHEET

TS

NTS

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

S I G N D A T A S H E E T

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

3514 M1-6D 48" x 36" 1

3515 M2-1 31.5" x 22.5" 2

M1-6D 48" x 36" 13517

3518 M1-6D 48" x 36" 1

3519 M2-1 31.5" x 22.5" 1

3520 M1-6D 48" x 36" 1

3521 1

3522 M1-6D 48" x 36" 1

3523 M2-1 3

3527 M1-6D 48" x 36" 1

3528 M1-6D 30" x 21"

3529 M1-6D 48" x 36" 1

3530 M1-6D 36" x 24" 2

3532 M1-6D 36" x 24" 1

3533 M1-6D 1

3534 M2-1 21" x 15" 2

3536 M1-6D 36" x 24" 1

3538 M1-6D 36" x 24" 4

3541 M1-6D 36" x 24" 1

3542 M2-1 21" x 15" 2

3544 M1-6D 36" x 24" 1

3545 M1-6D 1

3546 M1-6D 36" x 24" 1

3547 M1-6D 36" x 24" 1

3526 M2-1 21" x 15" 2

M1-6D 36" x 24" 13549

3550 M1-6D 36" x 24" 1

M6-1 21" x 15"

M2-1

M1-6D 48" x 36"

M6-6 48" x 36"

M1-6D

48" x 36"

30" x 21" 30" x 21"

36" x 24"

M1-6D

M1-6D 36" x 24"

M1-6D 36" x 24"

M1-6D 48" x 36"

48" x 36"M1-6D

M1-6D 30" x 21"

M6-1

48" x 36"

M1-6D 48" x 36"

31.5" x 22.5"

48" x 36"

M2-1 21" x 15"

36" x 24"

M1-6D 36" x 24"

M1-6D 36" x 24"

M6-2 30" x 21"

M1-6D

M6-3 30" x 21" 30" x 21"

M1-6D

M6-1 30" x 21"

M1-6D

31.5" x 22.5"

48" x 36"

3531 773

INT

M1-6D

M6-3 M6-1

36" x 24"

21" x 15" 21" x 15"

36" x 24"

M6-1 30" x 21"

INT

M6-3 30" x 21"

M6-4 21" x 15"

M6-3 M6-1

21" x 15" 21" x 15"

INT

164 676

3516 676

INT

M6-2 M6-2

676 160 48" x 36"

30" x 21"

675 160

INT

M1-6D

M6-3 M6-1

160 675 48" x 36"

30" x 21" 30" x 21"

645 160

3524 646

INT

M1-6D

M6-3 M6-1

160 645 48" x 36"

30" x 21" 30" x 21"

M6-3 M6-1

646 645

771 773

3535 771

INT

M1-6D

M6-3

773 771

INT

772 771

M1-6D

M6-1 M6-1

771 772 36" x 24" 21" x 15" 21" x 15"

M6-6

21" x 15"

646 674 M6-1 M6-1

21" x 15" 21" x 15"

M1-6D

M6-3 M6-1

646 646 36" x 24"

21" x 15" 21" x 15"

36" x 24"

21" x 15"

SEE GUIDE

SIGN DETAILS

SEE GUIDE

SIGN DETAILS

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TS-353 TS-353 TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

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TS-353

TS-353

TS-353

TS-353

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ITEM

PAY

CODE

H

G

H

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D edna.gomez-rosario Polygon edna.gomez-rosario Polygon

Ricardo.Reyes

FI

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DATEPUERTO RICOISLANDWIDE

Tel: 787-587-9928 / Office: 787-724-2494

San Juan, PR 00907 vanessa@vagtecpr.com http://vagtecpr.com

605 Condado Street, Suite 418, San Alberto Building VAG Transportation Engineering Consultants, PSC

SHEETFISCALHIGHWAY

No.YEAR

P.R.

ISLANDMUNICIPALITIES SHEETS

TOTALFED. AID HWAY

RW

C

PROJECT No.

A.C. PROJECT

No.

3652019ISLANDWIDEPRAC-810578

HURRICANE IRMA AND MARIA RECOVERY EFFORTS

SIGNING IMPROVEMENTS

R109999578

70% PRELIMINARY DESIGN SUBMITTALJAN 22, 2019 VAG

100% FINAL DESIGN SUBMITTALFEB 27, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 30, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJULY 15, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALAUG 14, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALNOV 19, 2019 VAG

100% FINAL DESIGN REVISION SUBMITTALJUL 15, 2020 VAG

ORACLE

ER-9999(303)

100% FINAL DESIGN REVISION SUBMITTALNOV 11, 2020 VAG

100% FINAL DESIGN REVISION SUBMITTALJAN 25, 2021 VAG

100% FINAL DESIGN REVISION SUBMITTALAPR 22, 2021 VAG

REVISED AS PER EFL COMMENTSJUL 1, 2022 VAG1

SIGN DATA SHEET

TS

NTS

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

TYPE

OVERHEAD

STRUCTURE MANUAL

REFERENCE

ITEM

TOTAL

PANELS

SIZE OF

SIGNCODE

SIGN LEGENDNUMBER

CODE

NUMBER

LOCATION

S I G N D A T A S H E E T

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

SEE GUIDE

SIGN DETAILS

3887 M2-1 31.5" x 22.5"

3889 M1-6A 36" x 36" 1

M3-2 36" x 18" 13890

3891 1

3893 1

3894 1

3048 M3-2 1

M1-6D 4

3898 M2-1 4

3901 M1-6D 1

3902 M1-6D 1

M1-6D 4

3905 M1-6D 1

3908 1

3960 M2-1 3

3910 M1-6D 1

3911 M1-6D 2

3206 M1-6D 36" x 24" 1

3207 M2-1 1

3914 M1-6D 36" x 24" 1

3915 M2-1 21" x 15" 2

3917 M1-6D 36" x 24" 1

M1-6D 36" x 24" 43919

3922 M1-6D 36" x 24" 1

M1-6C

M1-6D

M1-6D

M1-6D

M1-6D 21" x 15" 36" x 24"

M1-6D 36" x 24"

M1-6A 36" x 36"

M1-6D M6-1 21" x 15"

24" x 12"

M6-1 M6-3

M6-6 21" x 15"

36" x 24"

M6-3 21" x 15"

M1-6A 36" x 36"

M6-4

M6-2 30" x 21"

M1-6D 36" x 24" 36" x 24" 21" x 15" 21" x 15"

M6-1

M3-2

30" x 21"

36" x 18"

M1-6D M6-1

36" x 24" 36" x 24"

ESTE

164M1-6C M6-1

M3-2 36" x 24'' 21" x 15"

24" x 12"

M1-6C 36" x 24"

36" x 24"

36" x 24"

M6-3 M6-1

M1-6D

INT

M6-3 M6-1

M1-6D

INT

M1-6D

M6-1

36" x 24"

21" x 15"

INT

ESTE

M1-6D

M6-1

891807 21" x 15" 21" x 15"

M3-4

M6-4

OESTE

164 24" x 12"

21" x 15"

M6-1

ESTE

21" x 15"

3896 666

3900 665

INT

M1-6D

M6-1 M6-3

666665

665666

667665

M1-6D

M6-3 M6-1

665667

3912 646

646674

M6-1

21" x 15"

INT

690689 M1-6D

M6-3

36" x 24"

21" x 15"

689690

ESTE

3964 M1-6D 36" x 24" 159807

M6-1 M6-1

M1-6D 36" x 24"

21" x 15" 21" x 15"

N/A 1

N/A3458 M2-1 2 M1-6D

INT

SEE GUIDE

SIGN DETAILS

SEE GUIDE

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SEE GUIDE

SIGN DETAILS

SEE GUIDE

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SEE GUIDE

SIGN DETAILS

SEE GUIDE

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SEE GUIDE

SIGN DETAILS

SEE GUIDE

SIGN DETAILS

SEE GUIDE

SIGN DETAILS

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

TS-353

ITEM

PAY

CODE

G

G

G

D

D

C

C

C

C

36" x 24"

36" x 24"

36" x 24"

21" x 15"

36" x 24"

36" x 24"

36" x 24"

36" x 24"

21" x 15" 21" x 15"

36" x 24"

36" x 24"

21" x 15"

21" x 15"

36" x 24"

21" x 15" 21" x 15"

36" x 24"

21" x 15" 21" x 15"

36" x 24"

21" x 15" 21" x 15"

36" x 24" 21" x 15"

ITEM

PAY

CODE

C

D

D

C

D

C

D

C

C

ITEM

PAY

CODE

C

D

C

C

C

D

C

D

C

Ricardo.Reyes

TRAFFIC SIGNS: TRAFFIC SIGNS: TRAFFIC SIGNS: TRAFFIC SIGNS:

128368

INT

128376

INT

panelStyle:guide_con_destination.ssipanelName:117/249panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting: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:guide_con_destination.ssipanelName:117/249panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

CASTAÑER

LLUVERAS

YAUCO

panelStyle:guide_con_destination.ssipanelName:117/249panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

3372128

373128

INT

INT

panelStyle:guide_con_destination.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssipanelName:122/270panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssi panelName:124/271panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18 panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

128371

374128

128374

128428

128431

128135

INT

INT

INT

NO

ENTRE

panelStyle:guide_con_destination.ssipanelName:133/223panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssipanelName:129/278panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

1284428

128432

ESTE

INT

4131128

VELOCIDAD

MAXIMA

INT

INT

INT

128 4428

PARE

panelStyle:guide_con_destination.ssipanelName:157/329, 157/341panelQuantity:2panelStation:(PR127)panelMaterial:1legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssipanelName:117/249panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

551552

580512

5125511

5511512

INT

SUR

SUR

INT

INT

510584 panelStyle:guide_con_destination.ssipanelName:185/217panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

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E: HURRICANE SIGNING & GUARDRAILS IMPROVEMENTSPUERTO RICO HIGHWAY AND

TRANSPORTATION AUTHORITY MUNICIPALITIES OF YAUCO, GUAYANILLA,

PEÑUELAS AND JUANA DIAZ, P.R.

DESIGN GROUP, PSC

(787) 767.2111 www. integrapr.com

AutoCAD SHX Text

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AC-814578

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PR

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HIGHWAY

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AC. PROJECT

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NO.

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FEDERAL

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CODE NO.

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MUNICIPALITY

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ISLAND

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SHEET

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NO.

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ER-9999(290)

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YAUCO, GUAYANILLA, PEÑUELAS, JUANA DIAZ

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VARIOUS ROADS

AutoCAD SHX Text P:\PR\100-ISLANDWIDE\1924.0 PRHTA HURRICANE SIGNING & GUARDRAILS\06-BIDPHASE\00-GENERAL SHEETS\MASTER TABLE.DWG

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RW

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ORACLE

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TS

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MASTER SIGN SUMMARY TABLE

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NOT TO SCALE

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ADDENDUM #1: TRAFFIC SIGNING REVISION

AutoCAD SHX Text 05/12/2021

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

RFI #1: TRAFFIC SIGNING DIMENSION

AutoCAD SHX Text 07/05/2021

AutoCAD SHX Text

AutoCAD SHX Text

Ricardo.Reyes

TRAFFIC SIGNS: TRAFFIC SIGNS: TRAFFIC SIGNS: TRAFFIC SIGNS:

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INT

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HACIA

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HACIA

panelStyle:guide_con_destination.ssipanelName:211/455 panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18 panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssipanelName:214/461panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssi panelName:215/465panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssi panelName:207/446panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18 panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

OESTE

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382 132

OESTE

INT

3131 132

ESTE

INT

ESTACIONE

NO

PARADA

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ESTE

INT

HACIA

OESTE

MPH

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INT

INT

INT

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132 502

OESTE

NORTE

ESTE

panelStyle:guide_con_destination.ssipanelName:261/511panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:guide_con_destination.ssipanelName:263/614panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

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DATE R E V I S I O N S

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AM

E: HURRICANE SIGNING & GUARDRAILS IMPROVEMENTSPUERTO RICO HIGHWAY AND

TRANSPORTATION AUTHORITY MUNICIPALITIES OF YAUCO, GUAYANILLA,

PEÑUELAS AND JUANA DIAZ, P.R.

DESIGN GROUP, PSC

(787) 767.2111 www. integrapr.com

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AutoCAD SHX Text 12" X 24" 24" X 24" 21" X 15" 36" X 24" 21" X 15"

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AutoCAD SHX Text M3-4 M1-6C M6-1(L) M3-2 M1-6C M6-1(R)

AutoCAD SHX Text 36'' X 24'' 21" X 15'' 24" X 12'' 36" X 24'' 21" X 15"

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AutoCAD SHX Text

AutoCAD SHX Text D1-2

AutoCAD SHX Text 66" X 30"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D1-2

AutoCAD SHX Text 66" X 30"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D1-3

AutoCAD SHX Text 66" X 48"

AutoCAD SHX Text

AutoCAD SHX Text M1-6D

AutoCAD SHX Text 36" X 24"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text 24" X 12" 36" X 24" 21" X 15" 36" X 24" 21" X 15"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 24'' X 12'' 36'' X 24''

AutoCAD SHX Text M3-2 M1-6C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 21'' X 15'' 36'' X 24''

AutoCAD SHX Text M2-1 M1-6D

AutoCAD SHX Text 36'' X 24'' 21'' X 15'' 24'' X 12'' 36'' X 24'' 21'' X 15''

AutoCAD SHX Text M1-6D M6-2 M3-2 M1-6C M6-3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text M1-6D

AutoCAD SHX…

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