Amendment 0001 - PR ER PRMNT RPR (11).pdf
PDF 3 MB Posted
- Solicitation number
- 693C73-22-B-000012
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
SCALE:
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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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SIGN DETAILS
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SIGN DETAILS
TS-353
TS-353
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ITEM
PAY
CODE
D
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ITEM
PAY
CODE
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ITEM
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Ricardo.Reyes
Amendment No. 1
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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
SEE GUIDE
SIGN DETAILS
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SIGN DETAILS
SEE GUIDE
SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
SEE GUIDE
SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
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SIGN DETAILS
SEE GUIDE
SIGN DETAILS
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SIGN DETAILS
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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
H
G
H
H
G
H
G
H
G
ITEM
PAY
CODE
H
G
H
C
D
C
C
C
C
ITEM
PAY
CODE
D
C
D
D
C
C
C
D
D edna.gomez-rosario Polygon edna.gomez-rosario Polygon
Ricardo.Reyes
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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
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
SEE GUIDE
SIGN DETAILS
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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DATE R E V I S I O N S
FI
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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
ITEM
AutoCAD SHX Text
PANELS
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SIZE OF SIGN
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CODE
AutoCAD SHX Text
TOTAL
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SIGN
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AutoCAD SHX Text
CODE
AutoCAD SHX Text No.
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PAY ITEM CODE
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CODE
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PAY ITEM CODE
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AutoCAD SHX Text
CODE
AutoCAD SHX Text No.
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PAY ITEM CODE
AutoCAD SHX Text
ITEM
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PANELS
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TOTAL
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SIGN
AutoCAD SHX Text L E G E N D
AutoCAD SHX Text
CODE
AutoCAD SHX Text No.
AutoCAD SHX Text
PAY ITEM CODE
AutoCAD SHX Text 30" X 30"
AutoCAD SHX Text W3-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-4
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M1-6D
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M2-1 M1-6D
AutoCAD SHX Text 21" X 15" 36" X 24"
AutoCAD SHX Text
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-4
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D1-3
AutoCAD SHX Text 54" X 48"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M2-1 M1-6D
AutoCAD SHX Text 21" X 15" 36" X 24"
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text D1-3
AutoCAD SHX Text 54" X 42"
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-3
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text 36" X 24"
AutoCAD SHX Text 21" X 15"
AutoCAD SHX Text M1-6D
AutoCAD SHX Text M6-1R
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M2-1 M1-6D
AutoCAD SHX Text 21" X 15" 36" X 24"
AutoCAD SHX Text
AutoCAD SHX Text D1-2
AutoCAD SHX Text 48" X 30"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D1-1
AutoCAD SHX Text 42" X 48"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D1-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text M2-1 M1-6D
AutoCAD SHX Text 21" X 15" 36" X 24"
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AutoCAD SHX Text 24" X 12" 36" X 24" 21" X 15" 24" X 12" 36" X 24" 21" X 15"
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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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YEAR
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FISCAL
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NO.
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SHEETS
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ER-9999(290)
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YAUCO, GUAYANILLA, PEÑUELAS, JUANA DIAZ
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VARIOUS ROADS
AutoCAD SHX Text P:\PR\100-ISLANDWIDE\1924.0 PRHTA HURRICANE SIGNING & GUARDRAILS\06-BIDPHASE\00-GENERAL SHEETS\MASTER TABLE.DWG
AutoCAD SHX Text C
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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
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AutoCAD SHX Text
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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:
OESTE
ESTE
3332 132
INT
TERMINA
ZONA
ESCOLAR
HACIA
2 136
ESTE
ESTE
ESTE
OESTE
ESTE
OESTE
ESTE
ESTE
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
ESTE
382 132
OESTE
INT
3131 132
ESTE
INT
ESTACIONE
NO
PARADA
INT
ESTE
INT
HACIA
OESTE
MPH
ESTE
OESTE
INT
INT
INT
ESTE
ESTE
OESTE
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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WI-5
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AutoCAD SHX Text M4-3 M1-6A M6-1(L) M1-6D M6-1(L)
AutoCAD SHX Text 12" X 24" 24" X 24" 21" X 15" 36" X 24" 21" X 15"
AutoCAD SHX Text M3-2 M1-6C M6-3 M1-6D M6-1
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"
AutoCAD SHX Text 24'' X 12'' 36''X 24'' 21'' X 15'' 24'' X 12'' 36'' X 24'' 21'' X 15''
AutoCAD SHX Text M3-2 M1-6C M6-1(L) M3-4 M1-6C M6-1(R)
AutoCAD SHX Text 24'' X 12'' 36'' X 24'' 21'' X 15'' 24'' X 12'' 36'' X 24'' 21'' X 15''
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AutoCAD SHX Text 12" X 24" 24" X 24" 21" X 15" 36" X 24"
AutoCAD SHX Text 21" X 15" 12" X 24" 36" X 24" 21" X 15"
AutoCAD SHX Text M3-2 M1-6A M6-1(L) M1-6D M6-3 M4-3 M1-6D M6-3
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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
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