Amendment 0001 - PR ST ER PRMNT RPR(5).pdf

PDF 31 MB Posted Aug 4, 2020

Attached to: Signs and Safety Repairs in Puerto Rico
Solicitation number: 693C73-20-B-000024
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation seeks sealed bids from certified Small Business Concerns for signs and safety repairs in multiple municipalities in Puerto Rico. The work includes repairing signs and guardrails damaged by Hurricanes Irma and Maria on PR-52 and PR-53, as well as other miscellaneous work. Services include traffic sign assemblies, new guardrails, bridge transition upgrades, traffic sign and guardrail demolition and removal, temporary traffic control, and other miscellaneous work. The project will be split into multiple schedules with a total cost expected to exceed $10,000,000. Bids are due on a date specified in the solicitation to be issued on or around July 10, 2020. The pre-bid meeting date and location will also be specified in the solicitation. Questions should be directed to the Department of Transportation Federal Highway Administration at the provided email. Bidders must be registered in the System for Award Management database to be eligible for payment if awarded.

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Other files

File	Type	Posted
Results of Bid Opening - PR ST ER PRMNT RPR(5).pdf	PDF	Aug 18, 2020
Amendment 0004 - PR ST ER PRMNT RPR(5).pdf	PDF	Aug 11, 2020
Amendment 0003 - PR ST ER PRMNT RPR(5).pdf	PDF	Aug 11, 2020
Amendment 0002 - PR ST ER PRMNT RPR(5).pdf	PDF	Aug 10, 2020
NEPA_PR-53.pdf	PDF	Jul 10, 2020
Plans_Sch A_PR-52 - PR ST ER PRMNT RPR (5).pdf	PDF	Jul 10, 2020
Plans_Sch B_PR-53 - PR ST ER PRMNT RPR (5).pdf	PDF	Jul 10, 2020
NEPA_PR-52.pdf	PDF	Jul 10, 2020
VETS-4212 - 2019 Form.pdf	PDF	Jul 10, 2020
PRHTAs Standard Drawings_RPR(5).pdf	PDF	Jul 10, 2020
PRHTAs Standard Specifications.pdf	PDF	Jul 10, 2020
DTOPs Manual de Senales de Transito (MST).pdf	PDF	Jul 10, 2020
IFB Solicitation - PR ST ER PRMNT RPR (5).pdf	PDF	Jul 10, 2020
Report_Lead-Abestos PR-52.pdf	PDF	Jul 10, 2020
ADV_Bidders Qualifications Form.doc	DOC document	Jul 10, 2020
Report_Lead-Abestos PR-53.pdf	PDF	Jul 10, 2020

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(x)

693C7320B000024 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.

693C73

STERLING VA 20166-6511

21400 Ridgetop Circle

FHWA EASTERN FED LANDS DIVISION

Federal Highway Administration

693C73

STERLING VA 20166-6511

21400 RIDGETOP CIRCLE

FHWA EASTERN FED LANDS DIVISION

Federal Highway Administration

See Block 1408/04/20200001

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

07/10/2020

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 ST ER PRMNT RPR(5):

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 and the unit of measurement for various bid items, and add/remove bid items.

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

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

a) Section 104 to modify Drawings requirements.

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

2 191

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7320B000024/0001

b) Section 613 to modify and add requirements for traffic sign structures.

c) See SCR Changes_Amendment 1.pdf for details.

3) Revise the Plans as follows:

a) Schedule A (PR-52): Replace Sheets TS-2 through TS-11, TS-15 through TS-19, TS-22, TS-23, TS-31, TS-32, TS-42, TS-77, TS-104, TS-112, TS-123, TS-144, TS-145 through TS-150, TS-153, TS-155, TS-160, TS-162, TS-163, TS-165, TS-169, and TS-170.

b) Schedule B (PR-53): Replace Sheets TS-11, TS-13 and TS-21.

c) See Amended Plan Sheets_Schedule

A_PR-52_Amendment 1.pdf, Amended Plan

Sheets_Schedule B_PR-53_Amendment 1.pdf, and Plan

Sheet Changes Summary_Amendment 1.pdf for details.

4) Revise Standard Drawings as follows:

a) Replace Sheets GMTS-04, GMTS-05 and GMTS-06.

b) See Amended Plan Sheets_Standard

Drawings_Amendment 1.pdf and Plan Sheet Changes

Summary_Amendment 1.pdf for details.

5) Provide updated Lead and Asbestos Report for

PR-52.

6) Provide Negative Lead Results Certification for PR-52.

7) Provide Negative Asbestos Results

Certification for PR-52.

8) Provide Pre-Bid Meeting Minutes.

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

10) Reschedule the Bid Opening date to August 13, 2020 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 ST ER PRMNT RPR(5)

Signs and Safety Repairs in PR-52 and PR-53 Solicitation: 693C73-20-B-000024

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 and the unit of measurement for various bid items, and add/remove bid items.

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

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

a) Section 104 to modify Drawings requirements.

b) Section 613 to modify and add requirements for traffic sign structures.

c) See SCR Changes_Amendment 1.pdf for details.

3) Revise the Plans as follows:

b) Schedule B (PR-53): Replace Sheets TS-11, TS-13 and TS-21.

c) See Amended Plan Sheets_Schedule A_PR-52_Amendment 1.pdf, Amended Plan

Sheets_Schedule B_PR-53_Amendment 1.pdf, and Plan Sheet Changes Summary_Amendment 1.pdf for details.

4) Revise Standard Drawings as follows:

a) Replace Sheets GMTS-04, GMTS-05 and GMTS-06.

b) See Amended Plan Sheets_Standard Drawings_Amendment 1.pdf and Plan Sheet

Changes Summary_Amendment 1.pdf for details.

5) Provide updated Lead and Asbestos Report for PR-52.

6) Provide Negative Lead Results Certification for PR-52.

7) Provide Negative Asbestos Results Certification for PR-52.

8) Provide Pre-Bid Meeting Minutes.

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

Info Page 1 of 1

10) Reschedule the Bid Opening date to August 13, 2020 at 2:00 p.m. EST.

B-1

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

Project No: PR ST ER PRMNT RPR(5)

Name: Signs and Safety Repairs in PR-52

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 $ 550,000.00$

15401-0000

Line A0080 ALL LPSM $

15501-0000

Line A0100 ALL LPSM $

60600-1000

Line A0120 10,300 M $ $

60600-2000

Line A0140 1,400 M $ $

60600-4000

Line A0160 11,700 M $ $

60604-3000

Line A0180 11 Each $ $

61101-0000

Line A0200 22 mo $ $

61310-1000

Line A0220 45 SQFT $ $

61310-2000

Line A0240 5,000 SQFT $ $

61310-9000

Line A0260 1,080 SQFT $ $

61311-0000

Line A0280 870 SQFT $ $

61311-1000

Line A0300 75 SQFT $ $

61311-2000

Line A0320 5,500 SQFT $ $

61311-4000

Line A0340 465 SQFT $ $

61311-7000

Line A0360 1,720 SQFT $ $

61311-8000

Line A0380 190 SQFT $ $

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Construction Schedule

W-Beam Guardrail, Single Face

Traffic Sign Assembly, Code Y

Traffic Sign Assembly, Code K

Traffic Sign Assembly, Code O

Traffic Sign Assembly, Code P

W-Beam Guardrail, Double Face

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type I

Field Office

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code R

Traffic Sign Assembly, Code U

Traffic Sign Assembly, Code X

Schedule Total: _________________________

Submitted by: __________________________

Amendment No. 1

B-2

Schedule A

Project No: PR ST ER PRMNT RPR(5)

Name: Signs and Safety Repairs in PR-52

Item No.

Quantity Unit Unit Price Amount

61312-1000

Line A0400 600 SQFT $ $

61312-2000

Line A0420 4,000 SQFT $ $

62100-1000

Line A0440 117 Each $ $

62100-2000

Line A0460 635 Each $ $

62101-1000

Line A0480 210 Each $ $

63800-1000

Line A0500 ALL LPSM $

66100-1000

Line A0520 2 Each $ $

91001-3000

Line A0540 11 Each $ $

91300-5000

Line A0560 1,300 Each $ $

91300-6000

Line A0580 165 Each $ $

91300-7000

Line A0600 10 Each $ $

93101-1000

Line A0620 440 LNFT $ $

93101-2000

Line A0640 500 SQFT $ $

93501-0000

Line A0660 20 Each $ $

Removal and Disposal of Lead Based Paint (Painted Guardrail)

Removal and Disposal of Lead Based Paint (Painted Concrete Barrier)

Locate Utility, Test Pit

Traffic Sign Assembly, Code GG

Traffic Sign Assembly, Code HH

Maintenance of Traffic

Project Funding Sign

Bridge Transition Upgrade

Removal of Existing Traffic Signs (Ground Mounted)

Removal of Existing Traffic Signs (Breakaway)

Removal of Existing Traffic Signs (Overhead)

Kilometer Marker

Hectometer Marker

Object Markers

Schedule B

Project No: PR ST ER PRMNT RPR(5)

Name: Signs and Safety Repairs in PR-53

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 $ 250,000.00$

15401-0000

Line B0080 ALL LPSM $

15501-0000

Line B0100 ALL LPSM $

60600-1000

Line B0120 1,500 M $ $

60600-4000

Line B0140 1,350 M $ $

60604-3000

Line B0160 4 Each $ $

61310-1000

Line B0180 12 SQFT $ $

61310-2000

Line B0200 2,427 SQFT $ $

61310-3000

Line B0220 6 SQFT $ $

61310-4000

Line B0240 16 SQFT $ $

61310-9000

Line B0260 528 SQFT $ $

61311-0000

Line B0280 540 SQFT $ $

61311-1000

Line B0300 114 SQFT $ $

61311-2000

Line B0320 1,359 SQFT $ $

Schedule Total: _________________________

Submitted by: __________________________

Traffic Sign Assembly, Code R

Construction Survey and Staking

Mobilization

Reimbursement for Municipal Tax Payments

Contractor Testing

Construction Schedule

W-Beam Guardrail, Single Face

Traffic Sign Assembly, Code K

Traffic Sign Assembly, Code O

Traffic Sign Assembly, Code P

Removal, Storage and Delivery of Existing Guardrail

Thrie-Beam Transition, Type I

Traffic Sign Assembly, Code A

Traffic Sign Assembly, Code B

Traffic Sign Assembly, Code C

Traffic Sign Assembly, Code D

Amendment No. 1B-3

Schedule B

Project No: PR ST ER PRMNT RPR(5)

Name: Signs and Safety Repairs in PR-53

Item No.

Quantity Unit Unit Price Amount

61311-3000

Line B0340 276 SQFT $ $

61311-8000

Line B0360 9,969 SQFT $ $

62100-1000

Line B0380 75 Each $ $

62100-2000

Line B0400 340 Each $ $

62101-1000

Line B0420 135 Each $ $

63800-1000

Line B0440 ALL LPSM $

66100-1000

Line B0460 2 Each $ $

91001-3000

Line B0480 3 Each $ $

91001-4000

Line B0500 1 Each $ $

91300-5000

Line B0520 $

91300-6000

Line B0540 60 Each $ $

91300-7000

Line B0560 6 Each $ $

93501-0000

Line B0580 20 Each $ $

Removal of Existing Traffic Signs (Overhead)

Locate Utility, Test Pit

Maintenance of Traffic

Project Funding Sign

Bridge Transition Upgrade

Traffic Sign Assembly, Code S

Traffic Sign Assembly, Code Y

Kilometer Marker

Hectometer Marker

Object Markers

New Transition Module (More than 45mph)

Removal of Existing Traffic Signs (Ground Mounted)

535 Each $

Removal of Existing Traffic Signs (Breakaway)

Amendment No. 1B-4

B - 5

BID SUMMARY

Project PR ST ER PRMNT RPR(5)

(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) $____________________

Total Price of Project (for evaluation purposes only)

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

Maximum Time Allowed for the Contract if Schedules A and B are 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 610 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 530 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 460 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

B Pages Changes Summary Page 1 of 2

B Pages changes

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

a) Revised the unit of measurement and bid quantities for the following Schedule A pay items:

1. Pay item 61310-1000 Traffic Sign Assembly, Code A

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

3. Pay item 61310-9000 Traffic Sign Assembly, Code K

4. Pay item 61311-0000 Traffic Sign Assembly, Code O

5. Pay item 61311-1000 Traffic Sign Assembly, Code P

6. Pay item 61311-2000 Traffic Sign Assembly, Code R

7. Pay item 61311-4000 Traffic Sign Assembly, Code U

8. Pay item 61311-7000 Traffic Sign Assembly, Code X

9. Pay item 61311-8000 Traffic Sign Assembly, Code Y

10. Pay item 61311-9000 Traffic Sign Assembly, Code AA

11. Pay item 61312-1000 Traffic Sign Assembly, Code GG

12. Pay item 61312-2000 Traffic Sign Assembly, Code HH

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

1. Pay item 61310-1000 Traffic Sign Assembly, Code A

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

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

4. Pay item 61310-4000 Traffic Sign Assembly, Code D

5. Pay item 61310-9000 Traffic Sign Assembly, Code K

B Pages Changes Summary Page 2 of 2

6. Pay item 61311-0000 Traffic Sign Assembly, Code O

7. Pay item 61311-1000 Traffic Sign Assembly, Code P

8. Pay item 61311-2000 Traffic Sign Assembly, Code R

9. Pay item 61311-3000 Traffic Sign Assembly, Code S

10. Pay item 61311-8000 Traffic Sign Assembly, Code Y

c) Added the following pay item for Schedule A:

1. Pay item 62101-1000 Object Markers

2. Pay item 91300-5000 Removal of Existing Traffic Signs (Ground Mounted)

3. Pay item 91300-6000 Removal of Existing Traffic Signs (Breakaway)

4. Pay item 91300-6000 Removal of Existing Traffic Signs (Overhead)

d) Added the following pay item for Schedule B:

1. Pay item 91300-5000 Removal of Existing Traffic Signs (Ground Mounted)

2. Pay item 91300-6000 Removal of Existing Traffic Signs (Breakaway)

3. Pay item 91300-6000 Removal of Existing Traffic Signs (Overhead)

e) Deleted the following pay items for Schedule A:

1. Pay item 61312-3000 Other Signs

2. Pay item 91300-4000 Removal of Existing Traffic Signs

f) Deleted the following pay items for Schedule B:

1. Pay item 91300-4000 Removal of Existing Traffic Signs

SCR changes 1 of 3

Special Contract Requirement (J Pages) changes

1. Delete the first sentence of Subsection 104.03(b)(2) of the SCR, page J-23, and substitute with the following:

Submit drawings that bear the seal and signature of a professional engineer proficient in the pertinent design field and licensed in the state where the project will be constructed for the following:

2. Add the following to Subsection 104.03(b)(2) of the SCR, page J-24:

(o) Alternate ground mounted traffic signs details;

(p) Alternate Sign Bridge Connection details; and

(q) Overhead traffic signs structures.

3. Delete Subsection 613-1.01(a) of the SCR, page J-141, and substitute with the following:

(a) This work consists of furnishing and erecting traffic signs, including overhead sign structures, in accordance with these specifications and the Standard Drawings for Small Traffic Signs (STS), Ground Mounted Traffic Signs (GMTS), Sign Bridge Connections (SBC), and Overhead Traffic Signs (OHTS), and in conformity with the locations and details shown on the plans or as directed by the Engineer.

4. Add the following to Subsection 613-1.01(b) of the SCR, page J-141:

For signs and structures that exceed the span and dimension limits indicated in the standard drawings for GMTS, OHTS and SBC, the contractor shall provide an alternate design and shop drawings that meet the requirements of these specifications and the plans.

5. Add the following to Subsection 613-2.01 of the SCR, page J-142:

For signs that exceed the span and dimension limits indicated in the standard drawings for GMTS, OHTS, and SBC, the contractor shall provide an alternate design for approval at least 90 days before starting construction. The submittal shall include design calculations and a list of proposed materials, including anchor bolts, before submitting shop drawings. Computer-generated design parameters and calculations are acceptable only when accompanied by the appropriate supporting documentation. Once the alternate design is approved, the contractor shall submit shop drawings in accordance with Subsection 104.03.

6. Delete the first sentence of Subsection 613-2.02 of the SCR, page J-142, and substitute with the following:

Conform to Standard Drawing GMTS-02 for sign panel materials specifications for all sign panels except for Kilometer and Hectometer Marker signs and Small Traffic Signs (STS).

SCR changes 2 of 3

7. Add the following to Subsection 613-2.02 of the SCR, page J-142:

For Small Traffic Signs, the following replaces the Sign Plate Thickness Table of Standard Drawings (STS–7). The panels shall be 0.080 inches thick for signs with area less or equal than 10.8 square feet. For signs with area greater than 10.8 square feet, panels shall be 0.125 inches thick. The use of panels of 0.0625 inches thick will not be permitted.

8. Delete the first sentence of Subsection 613-2.06 of the SCR, page J-144, and substitute with the following:

Furnish sign supports meeting Standard Drawing GMTS-02 criteria, except for signs considered part of Small Traffic Sign covered by STS Standard Drawings. Refer to Subsection 613-2.06(a) for information regarding the sign posts to use for Small Traffic Signs.

9. Add the following after Subsection 613-2.02 of the SCR, page J-144:

613-2.06(a) Small Traffic Signs Posts. All Small Traffic Signs are to be mounted on steel u-channel or square posts with a minimum weight of 3 lbs/foot that conforms to the material requirements of Standard Drawing STS-1.

10. Add the following to the first paragraph of Subsection 613-2.08 of the SCR, page J-144:

On Standard Structures Types, the Contractor shall shorten the arm or span to fit the site condition.

11. Delete the first sentence of Subsection 613-2.08(a) of the SCR, page J-144, and substitute with the following:

At least 90 days before any construction or foundation work begins, submit all required information for evaluation in conformance to Section 104.03 and the following

12. Add the following to Subsection 613-3.04 of the SCR, page J-148:

(g) Small Traffic Signs Construction. Construct Small Traffic Signs according to STS Standard drawings except for the following:

(1) Small Signs with 30” of width or smaller shall be mounted on one (1) post that conforms to 613-2.06(a). Small signs wider than 30” but less than twenty-one (21) square feet in area shall be mounted on two posts that conform to 613-2.06(a). All other signs with area equal or larger than twenty (21) square feet shall be mounted on break-away posts according to GMTS Standard Drawings.

(2) The “Route Marker" signs with a size of 48” x 48” shall be installed only on expressways.

SCR changes 3 of 3

(3) Small traffic signs code R1-1, R1-2 and R6-1 (left or right) shall be mounted on a single post that conforms to 613-2.06(a)

(4) Details for “Typical Route Marker Assembly for one 24” X 24” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS 22A shall also apply for 36” X 24” route markers. For this detail one post that conforms to 613-2.06(a) shall be used.

(5) Details for “Typical Route Marker Assembly for two 24” X 24” Route Markers With or Without Auxiliary Plates” on Standard Drawing STS 22A shall also apply for 36” X 24” route markers. For this detail two posts that conform to 613-2.06(a) shall be used.

(6) Details for “Typical Toll Ways Route Marker Assembly for one 24” X 24” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS 22A shall also apply for 36” X 24” route markers. For this detail two posts that conform to 613- 2.06(a)shall be used.

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PR-53 PROJECT PARTIAL ENDS

PR-53 KM. 43.76

CONTINUED ON PR-53 KM 49.50

AC-804541

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1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

MATCHLINE B-B

SEE THIS DWG

M A

T C

H L I N

S E

H I

W G

LEGEND:

I N

M A

T C

H L I N

L I N

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

NEW SIGN DATA (SPEC 613)

CODE

NUMBER

LOCATION

NUMBER

LEGEND

TOTAL

ITEM

SIGN

CODE

REFERENCE

MANUAL

OVERHEAD

STRUCTURE

TYPE

SIZE OF

SIGN

PANEL

SEE

GUIDE

SIGN

18N/A

48"x48"

36"x36"

CODE

NUMBER

LOCATION

NUMBER

LEGEND

TOTAL

ITEM

REFERENCE

MANUAL

OVERHEAD

STRUCTURE

TYPE

SIZE OF

SIGN

PANEL

260"x72"

SEE STD.

DWG. GMTS

E5-1A

260"x72"

SEE STD.

DWG. GMTS

E5-1A

160"x72"

SEE STD.

DWG. GMTS

E5-1A

260"x72"

SEE STD.

DWG. GMTS

E5-1A

260"x72"

SEE STD.

DWG. GMTS

E5-1A

W17-1 N/A

SEE STD.

DWG. WS

48"x48" 2

5,30,41,74,97,134, 143,172,225,250, 272,315,319,383, 396,434,465,489

13,22

57,60

113,(121*)

151,160

39,76

10,109,149,174, 230,281,336,356, 410,434,481

OM-3(R)

12"x36" N/A

SEE D.T.P.W.

MANUAL

R2-1

R2-2

20N/A

SEE D.T.P.W.

MANUAL

48"x60"

48"X48"

W4-1 19N/A48"x48"

48" X 60"

N/AR16-1

42" X 24"

2248"x60" N/AR8-4

SEE D.T.P.W.

MANUAL

11N/A

48"x48"

48"x24"

SUR

M3-3

M1-6A

20W13-2 N/A

SEE D.T.P.W.

MANUAL

36"x48"12R3-4 36"x36" N/A

SEE D.T.P.W.

MANUAL

R4-3 22N/A

SEE D.T.P.W.

MANUAL

48"x60"

11N/A

48"x48"

48"x24"

NORTE

M3-1

M1-6A

9,26,48,67,108,126, 147,164,173,229, 246,277,296,310, 333,342,348,373, 400,432

6,29,42,73,105, 133,144,166,168, 226,249,274,314, 320,347,350,382, 397,425,429,453, 25,49,61,125,161, 245,301,339,368, 421,442

7,28,45,72,106, 132,145,167,169, 227,248,275,313, 328,346,351,378, 398,424,430,447, 85,86,182,184, 278,279,316,317, 384,385,463,466

8,27,47,71,107, 131,146,165,171, 228,247,276,312, 331,344,352,374, 399,423,431,446, 16,18,33,35,53,66,68,36, 51,79,81,89,90,91,100, 103,115,117,129,137, 139,151,192,193,194, 196,198,200,202,204, 206,208,210,212,221, 223,237,238,253,256, 260,263,268,269,286, 282,293,294,305,307, 323,327,360,363,377, 380,389,390,402,406, 413,414,437,438,439, 449,452,455,459,472, 474, 14,21,58,59,112, 120,152,158,177, 234,241,287,300, 337,338,357,367, 411,416

12,23,62,95,111, 123,150,162,176, 232,243,289,298, 325,343,354,362, 371,405,418

36"x36"x36"R1-2 1N/A

SEE D.T.P.W.

MANUAL

1R1-1 N/A

SEE D.T.P.W.

MANUAL

30"x30"20

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

W4-2 N/A

SEE

M.U.T.C.D.

36"x36" 16

NOTE:

(*) SIGNS NOT INCLUDED AS PART OF DDIR.

PAY

ITEM

CODE

SIGN

CODE

PAY

ITEM

CODE

PAY ITEM CODE TABLE

PAY

ITEM

CODE

DESCRIPTION:

A GROUND MOUNTED SIGNS WITH AREA(A) LESS THAN TWENTY-ONE SQUARE FEET (A< 21SQFT) AND WIDTH(W) EQUAL OR LESS THAN THIRTY INCHES (W<30"). THE TOTAL AREA INCLUDES AUXILIARY PLATES.

B GROUND MOUNTED SIGNS WITH AREA LESS THAN TWENTY-ONE SQUARE FEET (A< 21SQFT) AND WIDTH GREATER

THAN THIRTY INCHES (W>30"). THE TOTAL AREA INCLUDES AUXILIARY PLATES.

C GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 1 MARKER - 24"X24" OR 36"X24"

D GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 2 MARKERS - 24"X24" OR 36"X24"

E GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 3 MARKERS - 24"X24" OR 36"X24"

F GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 4 MARKERS - 24"X24" OR 36"X24"

G GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 1 MARKER - 36"X36" OR 48"X36"

H GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 2 MARKERS - 36"X36" OR 48"X36"

I GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 3 MARKERS - 36"X36" OR 48"X36"

J GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 4 MARKERS - 36"X36" OR 48"X36"

K GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 1 MARKER - 48"X48"

L GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 2 MARKERS - 48"X48"

M GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 3 MARKERS - 48"X48"

N GROUND MOUNTED ROUTE MARKERS WITH OR WITHOUT AUXILIARY PLATES - 4 MARKERS - 48"X48"

O GROUND MOUNTED EXIT GORE SIGNS - NONE, ONE AND TWO DIGITS-0, 1 AND 2 DIGITS

P GROUND MOUNTED EXIT GORE SIGNS-THREE DIGITS-3 DIGITS

Q GROUND MOUNTED EXIT GORE SIGNS-FOUR DIGITS-4 DIGITS

R GROUND MOUNTED SIGNS WITH AREA(A) EQUAL OR MORE THAN TWENTY-ONE SQUARE FEET (A > 21 SQFT).

THE TOTAL AREA INCLUDES AUXILIARY PLATES.

S BRIDGE MOUNTED

T INSTALLATION IN EXISTING GROUND MOUNTED STRUCTURE A<21 SQFT.THE TOTAL AREA INCLUDE AUXILIARY PLATES.

U INSTALLATION IN EXISTING GROUND MOUNTED STRUCTURE A>21 SQFT.THE TOTAL AREA INCLUDE AUXILIARY PLATES.

V OVERHEAD SIGNS - NEW STRUCTURE TYPE I-A

W OVERHEAD SIGNS - NEW STRUCTURE TYPE I-B

X OVERHEAD SIGNS - NEW STRUCTURE TYPE I-C

Y OVERHEAD SIGNS - NEW STRUCTURE TYPE I-D

Z OVERHEAD SIGNS - NEW STRUCTURE TYPE II-A

AA OVERHEAD SIGNS - NEW STRUCTURE TYPE II-B

BB OVERHEAD SIGNS - NEW STRUCTURE TYPE III-A

CC OVERHEAD SIGNS - NEW STRUCTURE TYPE III-B

DD OVERHEAD SIGNS - NEW STRUCTURE TYPE III-C

EE OVERHEAD SIGNS - NEW STRUCTURE TYPE III-D

FF OVERHEAD SIGNS - NEW STRUCTURE TYPE III-E

GG OVERHEAD SIGN - INSTALLATION IN EXISTING OVERHEAD STRUCTURE - SIGN AREA A < 144 SQFT

HH OVERHEAD SIGN - INSTALLATION IN EXISTING OVERHEAD STRUCTURE - SIGN AREA A > 144 SQFT

SEE STD.

DWG. STS

DWG. TS-22

SEE STD.

DWG. STS

DWG. TS-22

N/A

SEE

M.U.T.C.D.

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico 00968-2612

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

E N G I N E E R S LLC

P U E R T O R I C O

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

HIGHWAY AND TRANSPORTATION AUTHORITY

STANDARD DRAWING APPROVAL

RECOMMENDED BY:

HIGHWAY & TRANSPORTATION

AUTHORITY

APPROVED BY:DATE: DATE:

INTERIM STANDARD DRAWING

GMTS-04

POST SECTION SELECTION

TWO POST

FEBRUARY 2019

SIGN WIDTH (W)

S I G

E I G

H T

TYPICAL ELEVATION

N.T.S.

SIGN WIDTH (W)

S I G

E I G

GROUND MOUNTED TRAFFIC SIGNS

V E

R T

I C

A L

L E

A R

A N

C E

C L E

I G

H T

C L E

I G

H T

V E

R T

I C

A L

L E

A R

A N

C E

A/2

A/2 A/2

A/2

NOTES:

1. VERTICAL CLEARANCE TO BOTTOM OF LOWEST SIGN PANEL SHALL BE 2.13 (7'-0")

TO 2.30 (7'-6") FROM THE FINISHED GRADE OF THE NEAREST LANE EDGE.

2. CLEAR HEIGHT SHALL BE THE DISTANCE FROM THE BASE OF THE SIGN POST TO

THE BOTTOM OF LOWEST SIGN PANEL. IF CLEAR HEIGHT IS MORE THAN 12 FT.,

THE SIGN SHALL BE INSTALLED BEHIND W-BEAM GUARDRAIL OR ANY OTHER

SAFETY MEASURE SHOWN ON THE PLANS OR AS NOTED BY THE ENGINEER.

3. W-BEAM GUARDRAIL OR ANY OTHER SAFETY MEASURES SHALL BE ACCORDING

TO PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL USE THE NUMBER OF POSTS AND POST SIZE

TABULATED FOR A SIGN PANEL WIDTH AND FOR A SIGN PANEL HEIGHT (H)

EQUAL TO OR GREATER THAN THE ACTUAL SIGN PANEL LENGTH (L) AND SIGN

PANEL HEIGHT (H).

O T

TYPICAL ELEVATION

N.T.S.