Amendment 0003 - PR ER PRMNT RPR (11).pdf

(x)

693C7322B000012 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 1407/19/20220003

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:

i. Update quantities in schedule A.

ii. Add the missing unit price for the CTSM pay item 21201-1000 to schedule B and C.

b) See B Pages Changes Summary_Amendment 3.pdf for details.

2) Revise the Plan as follows:

a) Schedule A (AC-804578): Replace Sheets 329 (TS 322), 330 (TS 323), 331 (TS 324), 333 (TS

326), 336 (TS 329), 337 (TS 330), 338 (TS 331), and 341 (TS 334) with the updated sheets.

b) See Amended Plans_Sch A&C_AC-804578_Amendment 3.pdf.

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 22

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322B000012/0003

3) Revise the Special Contract Requirements (J

Pages) as follows:

a) Subsections 613-2.06 and 613-2.07 to update the minimum weight that the steel sign posts must meet.

b) Subsections 613-4.04(g)(11) and (12) to specify the number of posts required for route markers sign assemblies.

c) See SCR Changes_Amendment 3.pdf for details.

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

5) The Bid Opening date of July 28th, 2022, at

2:00 p.m. EST remains unchanged.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0003

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

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:

i. Update quantities in schedule A.

ii. Add the missing unit price for the CTSM pay item 21201-1000 to schedule B and C.

b) See B Pages Changes Summary_Amendment 3.pdf for details.

2) Revise the Plan as follows:

a) Schedule A (AC-804578): Replace Sheets 329 (TS 322), 330 (TS 323), 331 (TS

324), 333 (TS 326), 336 (TS 329), 337 (TS 330), 338 (TS 331), and 341 (TS 334) with the updated sheets.

b) See Amended Plans_Sch A&C_AC-804578_Amendment 3.pdf.

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

a) Subsections 613-2.06 and 613-2.07 to update the minimum weight that the steel sign posts must meet.

b) Subsections 613-4.04(g)(11) and (12) to specify the number of posts required for route markers sign assemblies.

c) See SCR Changes_Amendment 3.pdf for details.

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

5) The Bid Opening date of July 28th, 2022, at 2:00 p.m. EST remains unchanged.

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) Added the unit price of $25,000 for the following Schedule B and Schedule C pay item:

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

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

1. Pay Item 61310-3000 Traffic Sign Assembly, Code C

2. Pay Item 61310-4000 Traffic Sign Assembly, Code D

3. Pay Item 61310-5000 Traffic Sign Assembly, Code E

4. Pay Item 61310-7000 Traffic Sign Assembly, Code G

5. Pay Item 61310-8000 Traffic Sign Assembly, Code H

6. Pay Item 61312-4000 Traffic Sign Assembly, Code I

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 12,650 SQFT $ $

61310-4000 Line A0200 12,320 SQFT $ $

61310-5000 Line A0220 2,410 SQFT $ $

61310-6000 Line A0240 90 SQFT $ $

61310-7000 Line A0260 $ $

61310-8000 Line A0280 $ $

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

500 SQFT

Traffic Sign Assembly, Code H

500 SQFT

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 $ $

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

182 SQFT

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 Typewritten Text Amendment No. 0003

Ricardo.Reyes Typewritten Text 25,000.00

Ricardo.Reyes

25,000.00

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 Typewritten Text Amendment No. 0003

Ricardo.Reyes Typewritten Text 25,000.00

Ricardo.Reyes

25,000.00

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&C_AC-804578_20211101_part 9 of 9.pdf

1. Delete Plan Sheets 329 (TS 322), 330 (TS 323), 331 (TS 324), 333 (TS 326), 336 (TS 329), 337 (TS 330), 338 (TS 331), and 341 (TS 334) in the Sign Data Sheet and substitute with the Amended Plans_Sch_A_AC-820541_Amendment 3.pdf.

a) Sheets 329 (TS 322), 330 (TS 323), 331 (TS 324), 333 (TS 326), 336 (TS 329), 337

(TS 330), 338 (TS 331), and 341 (TS 334) were updated to revise the Sign Data Sheets Tables. Revisions were made to the size of sign panels for Sign Code No.

32, 37, 38, 39, 63, 64, 74, 134, 191, 193, 218, 234, 252, 305, and 309.

b) Sheets 330 (TS 323), 336 (TS 329), and 341 (TS 334) updated to revise the Sign Data Sheet Table. Revisions were made to the Pay Item Code for Sign Code No. 63, 64, 191, 193, and 309.

INT

ADELANTE

S I G N T A B L E S I G N T A B L E

HACIA

TRANSITO

INT

INT

INT

MPH

G.M.59

G.M.

60, 79, 90, 102

W1-2

W16-9P

36"X36"

30"X12"

G.M.

63, 492

W1-3 36"X36"

G.M.

64, 546, 551, 552, 621, 623, 636, 638

R6-1L 36"X12"

G.M.65

G.M.70 D1-1a

SEE

GUIDE SIGN

DETAILS

G.M.

69, 73, 76, 94, 96, 99, 100, 112, 116

M1-6D 24"X24"

G.M.72

M1-6D,M1-6D

M6-1L,M6-3

24"X24",36"X24"

21"X15",21"X15"

G.M.

71, 77, 164

G.M.

78, 109, 158, 205, 206, 391, 425, 432, 657, 659, 663, 665

R1-2 36"X36"X36"

G.M.

80, 86

G.M.

83, 91, 114, 1035

G.M.

82, 93, 120, 1028, 1034

G.M.

84, 139, 216

W1-5L

W13-1P(30)

36"X36"

18"X18"

G.M.85 D1-1

SEE

GUIDE SIGN

DETAILS

M2-1

M1-6D

21X15"

36"X24"

M4-5

M1-6A

M6-3

24"X12"

24"X24"

21"X15"

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6D

21"X15"

24"X24"

M1-6D

M6-4

24"X24"

21"X15"

M1-6D,M1-6D

M6-1L,M6-3

36"X24",24"X24"

21"X15",21"X15"

G.M.

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE D.T.P.W.

MANUAL

SEE D.T.P.W.

MANUAL

SEE MUTCD 2009

AND

SEE GUIDE SIGN

DETAILS

SEE MUTCD 2009

SEE MUTCD 2009

G.M.87 D1-1

SEE

GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

C

B

A

PAY

ITEM

CODE

B

B

C

C

D

C

B

C

B

PAY

ITEM

CODE

C

D

C

B

B

33 1G.M.74 W1-3 36"X36"

SEE MUTCD 2009B

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n s

G u a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE

AutoCAD SHX Text

CEDA

AutoCAD SHX Text

CADD FILE NO.

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

WORK

AutoCAD SHX Text

SIGN DATA SHEET

AutoCAD SHX Text

TS

AutoCAD SHX Text

Lahoucine.Ouhssayne Text Box

AMENDMENT NO. 0003

INT

INT

VELOCIDAD

MAXIMA

179 747

INT

742 179

ESTE

ESTE

G.M.95

G.M.103

G.M.

119, 121, 127, 129, 133, 141, 1026

G.M.

54, 123, 274, 281, 365, 443, 571, 606, 609

R2-1 24"X36"

G.M.125

G.M.124

G.M.126

G.M.128

G.M.130

G.M.131 W1-6R 48"X24"

G.M.

89, 104, 132, 234, 256, W1-5L 36"X36"

G.M.134

G.M.150

G.M.

149, 221

G.M.152

R3-4 / R4-7 24"X24" / 24"X30"

G.M.151 W4-2 36"X36"

G.M.153

W4-1 36"X36"

G.M.154

M3-2

M1-6A

M6-2R

36"X18"

36"X36"

30'X21"

G.M.156

M3-2

M1-6A

M6-1L

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6D

21"X15"

36"X24"

M1-6D 36"X24"

747M1-6D 36"X24"

M1-6D

M6-4

36"X24"

21"X15"

M1-6D,M1-6D

M6-3,M6-1R

36"X24",36"X24"

21"X15",21"X15"

M1-6D 36"X24"

M2-1

M1-6D

21"X15"

36"X24"

W1-6R 48"X24"

M1-6D 36"X24"

M1-6D,M1-6D

M6-1L,M6-3

36"X24",36"X24"

21"X15",21"X15"

BACK TO BACK

36"X18"

36"X36"

30'X21"

S I G N T A B L E S I G N T A B L E

SEE D.T.P.W.

MANUAL

SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

AND

SEE D.T.P.W.

MANUAL

G.M.

88, 106

D1-1

SEE

GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

A

C

A

D

PAY

ITEM

CODE

C

C

C

C

C

C

B

B

B

PAY

ITEM

CODE

B

D

C

B

A

G

G

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE AND PAY ITEM CODE CHANGE

AutoCAD SHX Text

CAYEY

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CADD FILE NO.

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PLOT DATE:

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FINAL CHECK

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CHECK

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TRACED

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DRAWING

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DESIGN

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DATE

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BY

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WORK

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SIGN DATA SHEET

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TS

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Lahoucine.Ouhssayne

VELOCIDAD

MAXIMA

SOLO SOLOSOLO

ESTEOESTE

INT

INT

INT

MPH

VELOCIDAD

MAXIMA

G.M.

157, 204, 208, 456, 664, 666, 668

G.M.171

G.M.

163, 167, 172, 174, 182

G.M.485 W4-1

G.M.188 R3-8b

SEE

GUIDE SIGN

DETAILS

G.M.

191, 200

G.M.201

G.M.202 D1-2

SEE

GUIDE SIGN

DETAILS

G.M.

203, 207, 283, 285, 291, 320, 1076, 1077

R3-4 30"X30"

G.M.209 D1-1

SEE

GUIDE SIGN

DETAILS

G.M.210

G.M.

213, 214

M3-1

M1-6C

24"X12"

36"X24"

G.M.

224, 233, 244, 316

M2-1

M1-6C

24"X12"

36"X24"

G.M.

215, 219, 235, 242, 270

G.M.

G.M.

218, 243, 326

D1-300

SEE

GUIDE SIGN

DETAILS

G.M.

G.M.OM3-L

12"x36"

G.M.

W7-1 36"X36"

229, 247, 250

R3-4R 24"X24"

24"X36" R2-1

M1-6D 36"X24"

36"X36"

M1-6D 36"X24"

M3-4,M3-2

M1-6A,M1-6A

M6-3,M6-2R

36"X18",36"X18"

36"X36",36"X36"

30'X21",30'X21"

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6D

24"X12"

36"X24"

24"X36" R2-1

W1-5L

W13-1P(25)

36"X36"

18"X18"

S I G N T A B L E S I G N T A B L E

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE MUTCD 2009

SEE MUTCD 2009

SEE D.T.P.W.

MANUAL

SEE MUTCD 2009 SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

SEE D.T.P.W.

MANUAL

G.M.M1-6D

36"X24"

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

A

C

B

PAY

ITEM

CODE

A

R

C

H

B

PAY

ITEM

CODE

A

B

C

C

C

C

C

A

B

R

B

53 53

NORTE

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE

AutoCAD SHX Text panelStyle:warning.ssi

AutoCAD SHX Text panelName:W7-1

AutoCAD SHX Text panelQuantity:1

AutoCAD SHX Text panelStation:none

AutoCAD SHX Text panelMaterial:0

AutoCAD SHX Text legendMaterial:0

AutoCAD SHX Text panelMounting:0

AutoCAD SHX Text panelWidthLock:0

AutoCAD SHX Text panelHeightLock:0

AutoCAD SHX Text marginAlign:9

AutoCAD SHX Text panelRoundCorners:0

AutoCAD SHX Text panelSizes:MIN.:24x24,STD.:30x30,EXP.:36x36,FWY.:48x48

AutoCAD SHX Text constructPanelMode:0

AutoCAD SHX Text constructPanels:36|24|18

AutoCAD SHX Text

CADD FILE NO.

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PLOT DATE:

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FINAL CHECK

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CHECK

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TRACED

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DRAWING

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DESIGN

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DATE

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BY

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WORK

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SIGN DATA SHEET

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TS

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Lahoucine.Ouhssayne

INT

SOLO

E S T E

S O L O

S U R

682 140

140 682

SUR

H A C I A

INT

681 140

S U R

684 140

INT

NORTE

G.M.

G.M.

G.M.

225, 252, 273, 479

G.M.

G.M.

R3-5 30"X30"

G.M.

G.M.

G.M.

155, 193, 284, 286, 289, 290, 292, 294, 295, 296, 297, 298

R5-10a 24"X24"

G.M.

G.M.

G.M.

G.M.

303, 308

G.M.

G.M.

G.M.

G.M.

D1-2

SEE

GUIDE SIGN

DETAILS

G.M.

G.M.

G.M.

G.M.

M1-6D 36"X24"

W1-2R 36"X36"

M2-1

M1-6D

21"X15"

36"X24"

M1-6D 36"X24"

M1-6D,M1-6D

M6-1L,M6-2R

36"X24",36"X24"

21"X15",21"X15"

M1-6D,M1-6D

M6-1L,M6-1R

36"X24",36"X24"

21"X15",21"X15"

M1-6D

M6-1L

36"X24"

21"X15"

M3-1

M1-6D,M1-6C

M6-1L,M6-1R

. 24"X12"

36"X24",36"X24"

21"X15",21"X15"

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6A

21"X15"

24"X24"

M1-6D,M1-6D

M6-1L,M6-3

36"X24",36"X24"

21"X15",21"X15"

M1-6D,M1-6D

M6-1L,M6-2R

36"X24",36"X24"

21"X15",21"X15"

M1-6D

M6-1R

M3-3 , M1-6C,M1-6D

M6-3,M6-1R

36"X24"

21"X15"

24"X12" .

36"X24",36"X24"

21"X15",21"X15"

M3-2,M3-3

M1-6A,M1-6C

M4-20,M6-3

M6-1L .

M4-5

M1-6D

M6-1R

M1-6D,M1-6D

M6-1L,M6-1R

24"X12"

36"X24"

21"X15"

36"X24",36"X24"

21"X15",21"X15"

M3-1

M1-6D,M1-6C

M6-1L,M6-1R

. 24"X12"

36"X24",36"X24"

21"X15",21"X15"

M1-6D 36"X24"

S I G N T A B L E S I G N T A B L E

24"X12",24"X12"

24"X24",36"X24"

24"X24",21'X15"

21'X15" .

SEE GUIDE SIGN

DETAILS

SEE D.T.P.W.

MANUAL

SEE MUTCD 2009

SEE GUIDE SIGN

DETAILS

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

PAY

ITEM

CODE

C

A

PAY

ITEM

CODE

B

C

C

E

A

D

D

D

D

E

C

E

C

B

D

C

C

D

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE

AutoCAD SHX Text

CADD FILE NO.

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

WORK

AutoCAD SHX Text

SIGN DATA SHEET

AutoCAD SHX Text

TS

AutoCAD SHX Text

Lahoucine.Ouhssayne

INT

VELOCIDAD

MAXIMA

PARE

VELOCIDAD

MAXIMA

INT

H A C I A

E S T E

G.M.

G.M.

G.M.W2-5 36"X36"

G.M.

413, 550, 604, 605

415, 661

G.M.

G.M.

G.M.

G.M.

D1-1

SEE

GUIDE SIGN

DETAILS

G.M.442

G.M.

G.M.

G.M.

G.M.

G.M.

M2-1

M1-6D

21"X15"

36"X24"

24"X36" R2-1

R3-1

R1-1

24"X24"

30"X30"

24"X36" R2-1

M2-1

M1-6C

M6-3

36"X18"

36"X36"

30'X21"

M1-6D

M6-3

M4-5,M3-2

M1-6C,M1-6C

M6-3,M6-2R

45"X36

30'X21"

36"X18",36"X18"

36"X36",36"X36"

30'X21",30'X21"

S I G N T A B L E S I G N T A B L E

1G.M.

G.M.

NORTE

INT

INT

OESTE

W1-4 36"X36"

M2-1

M1-6D

21"X15"

36"X24"

M2-1

M1-6D

21"X15"

36"X24"

M1-6D 36"X24"

M3-1

M1-6D

M6-1R

24"X12"

36"X24"

21"X15"

M1-6D

M6-1R

36"X24"

21"X15"

M3-4

M1-6C

M6-1L

24"X12"

36"X24"

21"X15"

M1-6D

M6-4

36"X24"

21"X15"

SEE GUIDE SIGN

DETAILS

SEE D.T.P.W.

MANUAL

SEE D.T.P.W.

MANUAL

SEE MUTCD 2009

SEE MUTCD 2009

SEE D.T.P.W.

MANUAL

200183

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

PAY

ITEM

CODE

C

PAY

ITEM

CODE

A

B

A

A

G

B

I

C

B

C

C

C

C

C

C

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE AND PAY ITEM CODE CHANGE

AutoCAD SHX Text

CADD FILE NO.

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

WORK

AutoCAD SHX Text

SIGN DATA SHEET

AutoCAD SHX Text

TS

AutoCAD SHX Text

Lahoucine.Ouhssayne

S I G N T A B L E S I G N T A B L E

G.M.

G.M.

G.M.

G.M.

461, 462

G.M.

G.M.

G.M.

G.M.

G.M.

G.M.

483, 486

G.M.

G.M.

G.M.

G.M.

G.M.

G.M.

G.M.

D1-2

SEE

GUIDE SIGN

DETAILS

G.M.

G.M.

G.M.

513, 516

D1-1

SEE

GUIDE SIGN

DETAILS

D1-2

SEE

GUIDE SIGN

DETAILS

D1-3

SEE

GUIDE SIGN

DETAILS

D1-2

SEE

GUIDE SIGN

DETAILS

LOMO

OESTE

ESTE

150 150

ESTEOESTE

ESTE

HACIA

HACIA

575561

NORTE

NORTE

151 151

NORTESUR

INT

5145514

W8-1 36"X36"

M1-6D 36"X24"

M3-1

M1-6C

24"X12"

36"X24"

M3-4 .

M1-6C,M1-6D

M6-3,M6-1R

24"X12" .

36"X24",36"X24"

21"X15",21"X15"

W1-10R 36"X36"

M3-2 .

M1-6C,M1-6D

M6-3,M6-1R

24"X12" .

36"X24",36"X24"

21"X15",21"X15"

M3-4,M3-2

M1-6C,M1-6C

M6-1L,M6-1R

24"X12",24"X12"

36"X24",36"X24"

21"X15",21"X15"

M3-2 .

M1-6C,M1-6D

M6-3,M6-1R

24"X12" .

36"X24",36"X24"

21"X15",21"X15"

M4-5,M4-5

M1-6D,M1-6D

M6-3,M6-1R

24"X12", 24"X12"

36"X24",24"X24"

21"X15",21"X15"

M3-1

M1-6D

M6-2L

M1-6D,M1-6D

M5-1L,M6-2R

24"X12"

36"X24"

21"X15"

36"X24",36"X24"

21"X15",21"X15"

M3-1

M1-6C

24"X12"

36"X24"

M3-3,M3-1

M1-6C,M1-6C

M6-3,M6-1R

24"X12",24"X12"

36"X24",36"X24"

21"X15",21"X15"

M1-6D 36"X24"

M2-1

M1-6D

21"X15"

36"X24"

M1-6D,M1-6D

M6-1L,M6-1R

36"X24",36"X24"

21"X15",21"X15"

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE MUTCD 2009

SEE D.T.P.W.

MANUAL

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

PAY

ITEM

CODE

PAY

ITEM

CODE

B

C

R

C

D

B

D

D

D

E

R

B

D

C

D

B

B

C

C

D

NORTE

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE

AutoCAD SHX Text

CADD FILE NO.

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

WORK

AutoCAD SHX Text

SIGN DATA SHEET

AutoCAD SHX Text

TS

AutoCAD SHX Text

Lahoucine.Ouhssayne

G.M.

G.M.

G.M.

INT

D1-3

SEE

GUIDE SIGN

DETAILS

D1-2

SEE

GUIDE SIGN

DETAILS

D1-1a

SEE

GUIDE SIGN

DETAILS

M2-1

M1-6C

21"X15"

24"X24"

SEE

GUIDE SIGN

DETAILS

W17-1 36"X36"

W2-1 36"X36"

HACIA

HACIA

H A C I A

INT

HACIA

REDUCTOR

VELOCIDAD

W1-1R 36"X36"

W1-1L 36"X36"

M4-5

M1-6A

M6-1L

24"X12"

24"X24"

21"X15"

M4-5

M1-6A

M6-3

24"X12"

24"X24"

21"X15"

M4-5

M1-6D

M1-6R

M3-2,M3-4

M1-6C,M1-6D

M1-6L,M1-6R

24"X12"

36"X24"

21"X15"

24"X12",24"X12"

36"X24",36"X24"

21"X15",21"X15"

M2-1

M1-6C

21"X15"

24"X24"

M4-5

M1-6C

M6-3

24"X12"

24"X24"

21"X15"

G.M.

G.M.

G.M.

G.M.

240, 555, 561, 632, 742

G.M.

G.M.

G.M.

G.M.

G.M.

G.M.

G.M.

617, 656

G.M.

INT

1G.M.

642, 644, 648, 649

M2-1

M1-6D

21"X15"

36"X24"

M1-6D

M6-3

36"X24"

21"X15"

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

SEE MUTCD 2009

SEE MUTCD 2009

SEE MUTCD 2009

SEE D.T.P.W.

MANUAL

SEE GUIDE SIGN

DETAILS

250234

PARE

TRANSITO TRANSITO

ENTRE

NO

BACK TO BACK

PARE

TRANSITO TRANSITO

BACK TO BACK

PARE

TRANSITO

G.M.

SEE D.T.P.W.

MANUAL

113, 381, 384, 544

R6-1L / R6-1R

R1-1 .

36"X12" / 36"X12"

30"X30" .

G.M.

SEE D.T.P.W.

MANUAL

R6-1L / R6-1R

R5-1 / R1-1

36"X12" / 36"X12"

30"X30" / 30"X30"

G.M.

SEE D.T.P.W.

MANUAL

R6-1L

R1-1

36"X12"

30"X30"

R4-7 / R3-5 24"X30" / 30"X36"

G.M.

SEE D.T.P.W.

MANUAL

SOLO

BACK TO BACK

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

PAY

ITEM

CODE

PAY

ITEM

CODE

C

A

C

C

B

B

B

B

B

B

C

B

B

B

C

E

C

C

B

A

E S T E

O E S T E

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE

AutoCAD SHX Text

CADD FILE NO.

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PLOT DATE:

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FINAL CHECK

AutoCAD SHX Text

CHECK

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TRACED

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DRAWING

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DESIGN

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DATE

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BY

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WORK

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SIGN DATA SHEET

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TS

AutoCAD SHX Text

Lahoucine.Ouhssayne

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

CODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

L E G E N D

SIZE OF

SIGN

PANEL

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

PAY

ITEM

CODE

PAY

ITEM

CODE

G.M.1045

M1-6D,M1-6D

M6-1L,M6-1R

36"X24",36"X24"

21"X15",21"X15"

303 D

STANDARD

DRAWINGS

(STS-1 & STS-2)

304 11047 G.M.

M1-6D 36"X24"

C

STANDARD

DRAWINGS

(STS-1 & STS-2)

1G.M.1065

M3-3

M1-6D,M1-6C

M6-1L,M6-3

. 24"X12"

36"X24",36"X24"

21"X15",21"X15"

305 D

STANDARD

DRAWINGS

(STS-1 & STS-2)

SUR

306 1336 G.M.

M1-6D

M6-6

36"X24"

21"X15"

C

STANDARD

DRAWINGS

(STS-1 & STS-2)

1G.M.D1-2

SEE

GUIDE SIGN

DETAILS

SEE GUIDE SIGN

DETAILS

307 B

308 1G.M.263

INT

M2-1

M1-6D

21"X15"

36"X24"

C

STANDARD

DRAWINGS

(STS-1 & STS-2)

2G.M.1085

141 141

NORTESUR

M3-3,M3-1

M1-6C,M1-6C

M6-6,M6-1R

36"X18",36"X18"

36"X36",36"X36"

30"X18",30"X18"

309 H

STANDARD

DRAWINGS

(STS-1 & STS-2)

DATE R E V I S I O N S

AC PROJECT

CODE NO.

HIGHWAY

MUNICIPALITY ISLAND

FISCAL

YEAR

SHEET

NO.

TOTAL

SHEETSPROJECT NO.

FED AID HIGHWAY

C

R/W

P.R.

820541

LPE-2099541

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

CONSULTING ENGINEERS

Miramar Center Plaza, 954 Ponce de Leon Ave. Suite 300, San Juan, PR

VARIES PR 351

M A

R C

H

HURRICANE MARÍA EFFORTS

FOR SIGNING AND GUARDRAIL IMPROVEMENTS

VARIES

Q P r o j e c t s P

R H

T A

S i g n a r d r a i l s

R e h a b D

W G

S

H E

E T

S T

S d w g

ER-9999-302

AECOM Caribe, LLP

ARROYO, GUAYAMA, JAYUYA, SALINAS, VILLALBA, PUERTO RICO

NOT TO SCALE

1JUL-15-2022 SIGN SIZE PANEL CHANGE AND PAY ITEM CODE CHANGE

AutoCAD SHX Text

ADJUNTAS

AutoCAD SHX Text

UTUADO

AutoCAD SHX Text

CADD FILE NO.

AutoCAD SHX Text

PLOT DATE:

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

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WORK

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SIGN DATA SHEET

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TS

AutoCAD SHX Text 367A

Lahoucine.Ouhssayne

Amendment No. 0002

SCR changes 1 of 1

Special Contract Requirement (J Pages) changes

1. Delete Subsections 613-2.06 and 613-2.07 and substitute the following:

613-2.06 Roadside Sign Posts. Furnish sign supports meeting Standard Drawing GMTS- 02 criteria, except for signs considered part of Small Traffic Sign and Route Markers covered by STS Standard Drawings. Refer to Subsection 613-2.07 for information regarding the sign posts to use for Small Traffic Signs and Route Markers. For roadside signs to be erected on two or more posts on a cut or fill slope, the length of each post shall be varied as required to conform to the site conditions but maintaining the required footing depth and height and lateral clearances.

613-2.07 Small Traffic Signs and Route Marker Posts. All Small Traffic Signs and Route Markers are to be mounted on steel u-channel or square posts with a minimum weight of 3 lbs/foot that conform to the material requirements of Standard Drawing STS- 1.

2. Delete the last sentence of Subsection 613-3.04(g)(11) and substitute the following:

For these Details, three posts that conform to Subsection 613-2.06 shall be used.

3. Add the following after Subsection 613-3.04(g)(11):

(12) Details for “Typical Route Marker Assembly for One 36” X 36” Route Marker With or Without Auxiliary Plates” on Standard Drawing STS-22C shall also apply for route markers with any combination of 36” X 36” and 48” X 36” panels. For these Details, two posts that conform to Subsection 613-2.06 shall be used.

Questions/Clarifications

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 9 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

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 have not been included.

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

1. Sign code no. 74 please verify the size of the route marker does not match with size of the auxiliary plate.

Response: The dimensions of the auxiliary plates M3-4, M3-2, M6-3, and M6-2R for sign code number 74 of AC-804578 (AC-820541) have been revised and plans updated.

In addition to Sign Code No. 74 above, changes have also been made to few other signs to correct panel sizes and use the appropriate pay item codes. Refer to the “Amended Plans_Sch A&C_AC-804578_Amendment 3.pdf” and “Plan Sheet Changes Summary_Amendment 3.pdf” documents for the list of sings that have been modified.

Contractors are required to coordinate with the CO 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 material furnished according to the contract. The scheduled quantities may be increased, decreased, or deleted.

2. In reference to item 5 of Special Contract Requirement (J Pages) change in Amendment No.

1, we have the following concerns:

613-3.04(g)(4) Details for “Typical Route Markers assembly for one 24”x24” Route Markers With or Without Auxiliary Plates” on Standard Drawings STS 22 A shall also apply for 36”x24” route markers. For this detail two posts that conforms to 613-2.06 shall be used. For this sign assembly details on Standard Drawings STS 22A, this 2 posts are 2 lbs./ft, actually P.R.H.T.A changed this details to single post 3 lbs./ft., Please advise.

Response: Revised Subsection 613-2.07 to indicate that both “Small Traffic Signs” and “Route Markers” should be mounted on posts with a minimum weight of 3 lbs/foot.

mailto:eflhd.contracts@dot.gov

613-3.04(g)(5) Details for “Typical Route Marker Assembly for two 24”x24” Route Markers with or without Auxiliary Plates” on Standard Drawings STS 22A shall also apply for route markers with any combination of 24”x24” and 36”x24” panels. For this detail three posts that conforms 613-2.06 shall be used. For this sign assembly details Standard Drawings 22A, these 3 posts are 2 lbs./ft, actually P.R.H.T.A. changed this detail to 2 posts of 3 lbs./ft., Please advise.

Response: Revised Subsection 613-2.07 to indicate that both “Small Traffic Signs” and “Route Markers” should be mounted on posts with a minimum weight of 3 lbs/foot.

Revised Subsection 613-2.06 to exclude both the “Small Traffic Signs” and “Route Markers” from the sign for which supports are to meet the Standard Drawing GMTS- 02 criteria.

613-3.04(g)(11) Details for Typical Route Marker assembly for Two 36”x36” Route Markers with or Without Auxiliary Plates on Standard Drawings STS-22C shall also apply for route markers with any combination of 36”x36” and 48”x36” panels. For these details two posts that conforms to 613-2.06 shall be used. For this Sign Assembly details, it doesn’t make sense to me, the size of the panel is bigger than 24"x24” and use only two posts. Please advise.

Response: Revised the last sentence of Subsection 613-3.04(g)(11) to specify the use of 3 posts for Details for Typical Route Marker assembly for Two 36”x36” Route Markers on Standard Drawing STS-22C.

Added Subsection 613-3.04(g)(12) to specify the use 2 posts for Details for Typical Route Marker assembly for One 36”x36” Route Markers on Standard Drawing STS- 22C.

Refer to the “SCR_Changes Amendment 3.pdf” document for additional information.

3. In reference to Amendment No. 0001 for Solicitation No. 693C73- 22-B-00001, which includes item 21201-1000. This item has a "CTSM" payment unit however it does not have the amount of money allocated.

Response: The estimated total cost for the CTSM pay item 21201-1000 Reconditioning of Shoulders and Ditches is $25,000 for schedule B and C. The amount has been added to the B-Pages. Refer to the “B Pages Changes Summary_Amendment 3.pdf” document for details.

4. After reviewing Amendment 0001, we still have not found the specific areas that require

“Cultural Resource Protection and Monitoring” for schedule B and C, table 1 of Municipal Road Segment Inventory show potentially eligible areas but not how many sign will be affected, please clarify.

Response: Refer to the government furnished NEPA documents and the Municipal Roads -Road Segments Inventory Reports to determine the cost of work incurred for pay item 15401-1000 Cultural Resource Protection and Monitoring.

5. Multiple potential bidders have requested to postpone the bid opening date to allow for additional time to better prepare their bids.

Response: The bid opening was rescheduled under Amendment No. 0002 and will remain as July 28th, 2022 at 2:00 p.m. EST. Please note that the bids can be submitted electronically in accordance with the Notice to Bidders section of the Solicitation.