Plans_Sch B_PR-53 - PR ST ER PRMNT RPR (5).pdf

PDF 12 MB Posted Jul 10, 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 federal contract opportunity notice solicits sealed bids from certified small business concerns for signs and safety repairs along PR-52 and PR-53 in Puerto Rico. The project consists of repairing signs and guardrails damaged by Hurricanes Irma and Maria, including traffic sign assemblies, new guardrails, bridge transition upgrades, new transition modules, traffic sign and guardrail demolition and removal, temporary traffic control, and other miscellaneous work. The total project cost is expected to be over $10 million and will be split into multiple work schedules or contract options. Bids are due on a date specified in Block 13a of the SF1442 solicitation form. A pre-bid meeting will be held at a location specified in Section E of the solicitation. Interested vendors must register at www.beta.sam.gov to receive email notifications and access bid documents directly downloaded from the website. Annual representations and certifications are required per FAR provisions. Questions should be sent to eflhd.contracts@dot.gov. Bidders must be registered in SAM for payment in accordance with FAR clause 52.232-33.

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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
Amendment 0001 - PR ST ER PRMNT RPR(5).pdf	PDF	Aug 4, 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
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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BOXER DR.

ROOSEVELT ROADS

CALLE GUAYACAN

BOXER DR.

CALLE LOS PINOS

BOXER DR.

ROOSEVELT ROADS

RALPH

FOOD

ÁREA DE

DESCANSO

BURGER

KING

CHURCH'S

CHICKEN

PLAZA

PALMA REAL

PAN

PEPIN

HOME DECOR

PLAZA

FARMACIA

CANDELERO

PLAZA DEL MAR

CIUDAD

EDUCATIVA

PUMA

HARDWARE

TUNNEL

VICENTE MORALES LEBRÓN

KM7.0

49.6

49.7

49.9

50.0

50.1

49.5

50.2

50.3

50.5

50.6

50.7

50.9

51.0

51.1

51.2

51.3

51.4

51.7

51.5

7.1

KM7.2

7.3

7.4

7.5

KM7.6

7.7

7.8

KM7.9

KM8.0

8.1

8.2

KM8.3

8.4

8.5

8.6

8.7

8.8

8.9

9.0

9.1

9.2

9.3

9.4

9.5

9.6

9.7

9.8

9.9

10.0

10.1

10.2

10.3

10.4

10.5

10.6

10.7

10.8

10.9

11.0

11.1

11.2

11.3

11.4

11.5

11.6

11.7

11.8

11.9

12.0

12.1

12.2

12.3

12.4

12.5

12.6

12.7

12.8

12.9

13.0

13.1

13.2

13.3

13.4

13.5

13.6

13.7

13.8

13.9

14.0

14.1

14.2

14.3

14.4

14.5KM

14.6KM

14.7KM

14.8KM

14.9KM

15.0KM

15.1KM

15.2

15.3

15.4

15.5

15.6

15.7

15.8

15.9

16.0

16.1KM

16.2KM

16.3

16.4

16.5

16.6

16.7

16.8

16.9

17.0

17.1

17.2

17.3

17.4

17.5

17.6

17.7KM

17.8

17.9

18.0

18.1

18.2

18.3

18.4

18.5

18.6

18.7

18.8

18.9

19.0

19.1

19.2

19.3KM

19.4

19.5

19.6

19.7

19.8

19.9KM

20.0KM

20.1

20.2

20.3

20.4KM

20.5

20.6

20.7

20.8KM

20.9

21.0

21.1

21.2

21.3

21.4

21.5

21.6

21.7

21.8

21.9

22.0

22.1

22.2

22.3

22.4

22.5

22.6

KM22.7

22.8

22.9

23.0

23.1

23.2

23.3

23.4

23.5

23.6

23.7

23.8

23.9

24.0

24.1

24.2

24.3

24.4

24.5

24.6

24.7

KM24.8

24.9

25.0

25.1

25.2

25.3

25.4

25.5

25.6

25.7

25.8

25.9

26.0

26.1

26.2

26.3

26.4

26.5

26.6

26.7

26.8

26.9

KM27.0

KM27.1

KM27.2

KM27.3

KM27.4

KM27.5

KM27.6

KM27.7

KM27.8

KM27.9

KM28.0

KM28.1

KM28.2

KM28.3

KM28.4

KM28.5

KM28.6

KM28.7

KM28.8

28.9

29.0

29.1

29.2

29.3

29.4

29.5

KM29.6

KM29.7

29.8

KM29.9

30.0

KM30.1

KM30.2

KM30.3

30.4

30.5

30.6

30.7

30.8

30.9

31.0

31.1

31.2

31.3

31.4

31.5

31.6

31.7

KM31.8

KM31.9

32.0

32.1

32.2

32.3

32.4

32.5

32.6

32.7

32.8

32.9

33.0

33.1

33.2

33.3

33.4

33.5

33.6

33.7

33.8

33.9

34.0

KM34.1

KM34.2

KM34.3

34.4

34.5

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34.7

KM34.8

KM34.9

KM35.0

KM35.1

KM35.2

KM35.3

35.4

35.5

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KM35.7

KM35.8

KM35.9

36.0

KM36.1

36.2

36.3

KM36.4

36.5

36.6

36.7

36.8

36.9

KM37.0

37.1

37.2

37.3

37.4

37.5

37.6

37.7

37.8

37.9

38.0

38.1

38.2

38.3

38.4

38.5

38.6

38.7

KM38.8

38.9

39.0

39.1

39.2

KM39.3

KM39.4

KM39.5

39.6

39.7

KM39.8

39.9

KM40.0

40.1

40.2

KM40.3

KM40.4

40.5

40.6

KM40.7

40.8

40.9

KM41.0

41.1

41.2

KM41.3

41.4

41.5

KM41.6

41.7

41.8

41.9

42.0

KM42.1

KM42.2

KM42.3

42.4

42.5

42.6

42.7

42.8

KM42.9

KM43.0

KM43.1

KM43.2

KM43.3

KM43.4

KM43.5

KM43.6

KM43.7

51.6

51.76

50.8

50.4

49.8

PROJECT BEGINS

KM. 7.00 (PR-53)

X = 282742.8743 Y = 246565.9032

PROJECT: PARTIAL ENDS

KM. 43.76 (PR-53)

X = 261974.8166 Y = 223524.2129

C M

A A

LOCATION PLAN

TRAFFIC SIGNS AND GUARDRAILS ASSESSMENT OF PR-53

FROM KM 7.00 TO KM 43.76 &

FROM KM 49.50 TO 51.76

MUNICIPALITIES OF CEIBA, NAGUABO, HUMACAO, YABUCOA

AND MAUNABO, PUERTO RICO

GRAPHIC SCALE

1:40,000

1000 0 1000 2000 4000 6000500

A.C. CODE NO. 822578

ORACLE NO. R229999578

GENERAL DESIGN CRITERIA

DATE

HIGHWAY & TRANSPORTATION AUTHORITY

ALEXANDRA VELAZQUEZ DELGADO

LISSETTE LUGO COLON

EDUARDO F. RUIZ VELEZ

JAIME A. LAFUENTE GONZALEZ

CARLOS A. LLOVERAS MATTEI

ROSANA M . AGUILAR ZAPATA

COMMONWEALTH OF PUERTO RICO

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

HIGHWAY PR-53

A R C H I T E C T S &

E N G I N E E R S LLC

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico

00968-2612 Tel: 787-792-1509

E-mail: cma@cmapr.com www.cmapr.com

PROJECT: PARTIAL BEGINS

KM. 49.50 (PR-53)

X = 259541.0889 Y = 219654.0061

PROJECT ENDS

KM. 51.76 (PR-53)

X = 257663.2595 Y = 218712.5984

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CEIBA

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NAGUABO

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HUMACAO

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YABUCOA

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MAUNABO

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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AutoCAD SHX Text PROJECT No.

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A.C. PROJECT

AutoCAD SHX Text CODE No.

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CEIBA TO

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AC-822578

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PR-53

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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CHECK

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DATE

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PS & E

AutoCAD SHX Text 01/10/20

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MAUNABO

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ER-9999(286)

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MAYAGUEZ

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AGUADILLA

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SAN JUAN

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PONCE

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ARECIBO

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BAYAMON

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HUMACAO

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CAROLINA

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%%USCHEDULE OF DRAWINGS

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%%USHEET NO.

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%%UDESCRIPTION

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TOTAL LENGTH OF PROJECT

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39.02 KM = 24.39 Mi.

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%%UDWG. NO.

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TITLE SHEET

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KEY PLAN

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GENERAL NOTES & LEGEND

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TYPICAL SECTIONS

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INDEX OF DRAWINGS

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GR/00

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GR/02

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GR/03

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GR/05

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GR/01

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GUAYNABO

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COAMO

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SALINAS

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PROJECT

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FAJARDO

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MAINTENANCE OF TRAFFIC

AutoCAD SHX Text 7-11

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MOT/01-MOT/05

AutoCAD SHX Text STANDARD DRAWINGS, WITH THESE PLANS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS

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ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN STRICT

AutoCAD SHX Text ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL

AutoCAD SHX Text PROVISIONS APPROVED BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IN 2005 AND

AutoCAD SHX Text SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING, WITH THE MUTCD LATEST EDITION WITH

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%%UNOTE:

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DESCRIBE THE EXCEPTION

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APPROVAL DATE PRHTA

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APPROVAL DATE FHWA

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INCLUDED IN THE CONTRACT BOOK.

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HIGHWAY DESIGN CODE

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STRUCTURES DESIGN CODE

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DESIGN CLASS CODE (PRHTA GENERAL DESIGN STANDARS)

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FUNCTIONAL HIGHWAY CLASSIFICATION (AASHTO)

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FUNCTIONAL HIGHWAY CLASSIFICATION (PRHTA)

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CONTROL OF ACCESS (FULL, PARTIAL, NONE)

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AVERAGE DAILY TRAFFIC (2017)

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AVERAGE DAILY TRAFFIC (2037)

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DESIGN HOURLY VOLUME (DHV)

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DIRECTIONAL DISTRIBUTION (D)

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PERCENT OF TRUCK (T)

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DESIGN SPEED (V)

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MAXIMUM GRADE (%)

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TYPE OF TERRAIN (LEVEL, ROLLING, MOUNTAINOUS)

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MINIMUM CURVE RADIUS

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MAXIMUM SUPERELEVATION

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DESIGN LIVE LOAD FOR STRUCTURES

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DESIGN EXCEPTIONS (YES OR NO)

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FULL

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60 MPH

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LEVEL

AutoCAD SHX Text 60/40

AutoCAD SHX Text 5%%%

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INTERSTATE

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RE-2

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22,475 (KM 0.9, SOUTH OF CALLE PRINCIPAL)

AutoCAD SHX Text P.R. HIGHWAY DESIGN MANUAL (1979): AASHTO "A" POLICY GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (AS APPLICABLE AT TIME OF DEVELOPMENT OF EXISTING DESIGN, RELATED ELEMENTS ARE NOT TO BE MODIFIED.)

AutoCAD SHX Text AS APPLICABLE AT TIME OF DEVELOPMENT OF EXISTING DESIGN, RELATED ELEMENTS ARE NOT TO BE MODIFIED

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RURAL EXPRESSWAY

AutoCAD SHX Text 23,626

AutoCAD SHX Text 2,528

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AS EXISTING; NOT TO BE MODIFIED

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AS EXISTING; NOT TO BE MODIFIED

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AS EXISTING; NOT TO BE MODIFIED

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AS EXISTING; STRUCTURES NOT TO BE MODIFIED

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SUBMITTED:

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RECOMMENDED AND APPROVED:

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DIRECTOR, PROGRAMMING AND SPECIAL STUDIES AREA

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DIRECTOR, TRAFFIC ENGINEERING AND OPERATIONS AREA

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DIRECTOR, CONSTRUCTION AREA

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DIRECTOR, DESIGN AREA

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DIRECTOR, ESTIMATES AND BIDS OFFICE

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EXECUTIVE DIRECTOR

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PREPARED BY

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DATE

AutoCAD SHX Text ENG. JOSE A. CARRO LIC. No. 12676

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DATE

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KEY PLAN

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GR/04

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SAFETY CONTROL DEVICES

AutoCAD SHX Text 12-16

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RSD/01-RSD/05

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TRAFFIC SIGNING & PAVEMENT MARKING

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TS/01-TS/22

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

GENERAL

MAINTENANCE OF TRAFFIC

ROADSIDE SAFETY PLAN

SIGNING AND PAVEMENT MARKING PLAN

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NTS

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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A.C. PROJECT

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REVISIONS

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SCALE:

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DATE

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CEIBA TO

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AC-822578

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PR-53

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FINAL CHECK

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WORK

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DESIGN

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DRAWING

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TRACED

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CHECK

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 17217-2

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PS & E

AutoCAD SHX Text 01/10/20

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INDEX OF DRAWINGS

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PUERTO RICO

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CEIBA TO MAUNABO

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-53

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HURRICANE MARÍA RECOVERY EFFORTS

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MAUNABO

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ER-9999(286)

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GR-00

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TITLE SHEET

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GR-01

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INDEX OF DRAWINGS

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GR-02

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GENERAL NOTES & LEGEND

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GR-03

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KEY PLAN

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GR-04

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KEY PLAN

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GR-05

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TYPICAL SECTIONS

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MOT-01

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MAINTENANCE OF TRAFFIC GENERAL NOTES AND CONSTRUCTION SCHEDULE

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MOT-02

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-03

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-04

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-05

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MAINTENANCE OF TRAFFIC SIGN DATA TABLE

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RSD-01

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ROADSIDE SAFETY PLAN

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RSD-02

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ROADSIDE SAFETY PLAN

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RSD-03

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ROADSIDE SAFETY PLAN

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RSD-04

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ROADSIDE SAFETY PLAN

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RSD-05

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ROADSIDE SAFETY TABLES

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TS -01

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TRAFFIC SIGNING FROM KM 7.0 TO KM 8.5, FROM KM 8.5 TO 10.18

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TS -02

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TRAFFIC SIGNING PR-53 FROM KM 10.18 TO KM 11.86, FROM KM 11.86 TO KM 13.54

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TS -03

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TRAFFIC SIGNING PR-53 FROM KM 13.54 TO KM 15.22, FROM KM 15.22 TO 16.90

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TS -04

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TRAFFIC SIGNING PR-53 FROM KM 16.9 TO KM 18.58, FROM KM 18.58 TO 20.26

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TS -05

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TRAFFIC SIGNING PR-53 FROM KM 20.26 TO KM 21.94, FROM KM 21.94 TO KM 23.62

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TS -06

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TRAFFIC SIGNING PR-53 FROM KM 23.62 TO KM 25.30, FROM KM 25.30 TO KM 27.1

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TS -07

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TRAFFIC SIGNING PR-53 FROM KM 27.10 TO KM 28.66, FROM KM 28.66 TO KM 30.40

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TS -08

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TRAFFIC SIGNING PR-53 FROM KM 30.40 TO KM 32.10, FROM KM 32.10 TO KM 33.70

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TS -09

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TRAFFIC SIGNING PR-53 FROM KM 33.72 TO KM 35.40, FROM KM 35.40 TO KM 37.08

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TS -10

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TRAFFIC SIGNING PR-53 FROM KM 37.08 TO KM 38.76, FROM KM 38.76 TO KM 40.44

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TS -11

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TRAFFIC SIGNING PR-53 FROM KM 40.44 TO KM 42.12, FROM KM 42.12 TO KM 43.76

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TS -12

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TRAFFIC SIGNING PR-53 FROM KM 49.50 TO KM 50.80, FROM KM 50.80 TO KM 51.76

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TS -13

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SIGN DATA SHEET & PAY ITEM CODE AND DESCRIPTION TABLE

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TS -14

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SIGN DATA SHEET

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TS -15

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SIGN DATA SHEET

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TS -16

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SIGN DATA SHEET

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TS -17

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TABLE OF KILOMETER AND HECTOMETER POST MARKERS

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TS -18

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TABLE OF KILOMETER AND HECTOMETER POST MARKERS

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TS -19

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GUIDE SIGN DETAILS

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TS -20

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GUIDE SIGN DETAILS

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TS -21

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GUIDE SIGN DETAILS

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TS -22

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ROUTE MARKER SIGN DESIGN

C M

A A

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

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TELEPHONE POLE

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AND GUY WIRE

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CHAIN LINK FENCE

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DIRT ROAD

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PROP. SIGN IDENT.

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ELECTRICAL OR

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MATCH TO EXISTING

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TRAFFIC DETECTOR

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SIGNS, GROUND, MTD

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BLDG TO DEMOLISH

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PALM TREES

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LUMINARY

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UPPER - CODE

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LOWER - LOCATION

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IDENTIFY

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DEM.

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TOE OF SLOPE

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RIP RAP PAVING

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EDGE OF WOODS

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RIP RAP

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FOUNDATION

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BUILDING

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ROCK

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HEDGE

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TREES

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WOODS

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LAKE OR POND

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WATER COURSE

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SWAMP

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PAVED DITCH

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DITCH

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MANHOLE

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HEADWALLS

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PIPES

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INLETS

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IDENTIFY

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IDENTIFY

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IDENTIFY IF REQ.

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IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY IF REQ.

AutoCAD SHX Text

IDENTIFY IF REQ.

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IDENTIFY TYPE, ETC.

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IDENTIFY

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IDENTIFY

AutoCAD SHX Text W

AutoCAD SHX Text

IDENTIFY AS

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IDENTIFY SIZE

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TYPE & FLOW

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IDENTIFY

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AS PER TYPE

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IDENTIFY

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IDENTIFY

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IDENTIFY

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IDENTIFY IF REQ.

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PER SIZE

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BARRICADE

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RETAINING WALL

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CHAIN LINK FENCE

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ACCESS CONTROL

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CONC. PARAPETS

AutoCAD SHX Text ROW LINE & MON.(a)

AutoCAD SHX Text PROPERTY LINE (a)

AutoCAD SHX Text

BARBED WIRE FENCE

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TOP OF CUT

AutoCAD SHX Text T.O.C.

AutoCAD SHX Text

CONTOUR LINES

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HORIZONTAL P.I.

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BARRIER

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GUARD RAIL

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CURB

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SIDEWALK

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PAVEMENT

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NORTH ARROW

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NORTH ARROW

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IDENTIFY

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IDENTIFY TYPE

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IDENTIFY TYPE

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IDENTIFY LIMITS

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IDENTIFY IF C.O.A.

AutoCAD SHX Text P

AutoCAD SHX Text T.O.C.

AutoCAD SHX Text L

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

IDENTIFY ROAD

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MAGNETIC

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IDENTIFY

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IDENTIFY

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IDENTIFY

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IDENTIFY TYPE

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IDENTIFY TYPE

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MEAN HIGH WATER

AutoCAD SHX Text M.H.W.

AutoCAD SHX Text

MEAN SEA LEVEL

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MON.

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MIN.

AutoCAD SHX Text M.S.L.

AutoCAD SHX Text

MINIMUM

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MONUMENT

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POWER

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RIGHT

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ROAD

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STATION

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WATER FAUCET BOX

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PROPOSED GRADE

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PROPERTY LINE

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POWER POLE

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SANITARY SEWER

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ROADWAY

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RETAINING

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RIGHT OF WAY

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REINFORCED CONCRETE PIPE

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RAILROAD

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RADIUS OF CURVATURE

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POINT OF VERTICAL INTERSECTION

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SHOULDER

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SPIRAL TO CURVE

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SPIRAL TO TANGENT

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SQUARE METER

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STORM SEWER

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STRUCTURE

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SUBGRADE

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TANGENT DISTANCE OF CURVE

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TANGENT TO SPIRAL

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TELEPHONE

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TELEPHONE POLE

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TOP ELEVATION

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TOP OF GRATE

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UNDERGROUND

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VERTICAL CURVE

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VERTICAL

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SURVEY LINE

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SANITARY SEWER MANHOLE

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WATER METER

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WATER VALVE

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WING WALL

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WIRE MESH FENCE

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WROUGHT IRON

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WATER MAIN

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PROPOSED

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SIDEWALK

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EXISTING GROUND

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EXTERNAL DISTANCE

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EXTREME HIGH WATER

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GALVANIZED IRON

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FEDERAL AID PRIMARY

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FEDERAL AID SECONDARY

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HIGH WATER LEVEL

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INVERT ELEVATION

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LENGTH OF CURVE

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GRAVEL

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GRAV.

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HWL

AutoCAD SHX Text

HYD.

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HOR.

AutoCAD SHX Text J.B.

AutoCAD SHX Text

INV.

AutoCAD SHX Text

GRD.

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MAX.

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MH.

AutoCAD SHX Text M.L.

AutoCAD SHX Text M.B.

AutoCAD SHX Text L.P.

AutoCAD SHX Text L.

AutoCAD SHX Text

LT.

AutoCAD SHX Text I.E.

AutoCAD SHX Text

LEFT

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JUNCTION BOX

AutoCAD SHX Text

MAIN BOX

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MAIN LINE

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MANHOLE

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MAXIMUM

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LIGHT POLE

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HEADWALL

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HORIZONTAL

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HYDRANT

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INVERT

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GROUND

AutoCAD SHX Text E.G.

AutoCAD SHX Text

EXIST.

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F. TO F.

AutoCAD SHX Text E.H.W.

AutoCAD SHX Text

EXT.

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EXP.

AutoCAD SHX Text F.L.

AutoCAD SHX Text F.A.S.

AutoCAD SHX Text F.A.P.

AutoCAD SHX Text F.A.

AutoCAD SHX Text G.V.

AutoCAD SHX Text

FWD.

AutoCAD SHX Text G.I.

AutoCAD SHX Text G.

AutoCAD SHX Text F.

AutoCAD SHX Text E.

AutoCAD SHX Text

FILL

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FLOW LANE

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GAS

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GAS VALVE

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FORWARD

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EXISTING

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EXPANSION

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FACE TO FACE

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EXTERNAL

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FEDERAL AID

AutoCAD SHX Text W.I.

AutoCAD SHX Text W/F

AutoCAD SHX Text W.V.

AutoCAD SHX Text W.W.

AutoCAD SHX Text

W.MTR.

AutoCAD SHX Text W.M.F.

AutoCAD SHX Text V.C.

AutoCAD SHX Text

UG.

AutoCAD SHX Text

VERT.

AutoCAD SHX Text W.M.

AutoCAD SHX Text

BITUMINOUS CONCRETE

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

CONTROL OF ACCESS

AutoCAD SHX Text

CORRUGATED METAL

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

BITUMINOUS COATED CORRUGATED METAL PIPE

AutoCAD SHX Text

CURVE TO SPIRAL

AutoCAD SHX Text

CU.M.

AutoCAD SHX Text C.M.P.

AutoCAD SHX Text C.M.

AutoCAD SHX Text

DIA.

AutoCAD SHX Text

DEG.

AutoCAD SHX Text C.S.

AutoCAD SHX Text

CULV.

AutoCAD SHX Text

E. TO E.

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text

DWY.

AutoCAD SHX Text

DWG.

AutoCAD SHX Text

DIM.

AutoCAD SHX Text

EXC.

AutoCAD SHX Text

EST.

AutoCAD SHX Text

ENGR.

AutoCAD SHX Text C.

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

ELEVATION

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END TO END

AutoCAD SHX Text

EXCAVATION

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ESTIMATE

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ENGINEER

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CUBIC METER

AutoCAD SHX Text

CUT

AutoCAD SHX Text

DEGREE

AutoCAD SHX Text

DIAMETER

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CULVERT

AutoCAD SHX Text B.C.C.M.P.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text B.M.

AutoCAD SHX Text B. & S.

AutoCAD SHX Text C.L.

AutoCAD SHX Text C.B.

AutoCAD SHX Text C.I.P.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

COM.

AutoCAD SHX Text

COL.

AutoCAD SHX Text

CTD.

AutoCAD SHX Text

C. TO C.

AutoCAD SHX Text

COORD.

AutoCAD SHX Text C.O.A.

AutoCAD SHX Text C.I.

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

COATED

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CONCRETE

AutoCAD SHX Text

COORDINATES

AutoCAD SHX Text

BENCH MARK

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BELL & SPIGOT

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

TEL.

AutoCAD SHX Text T.E.

AutoCAD SHX Text T.P.

AutoCAD SHX Text T.G.

AutoCAD SHX Text

SG.

AutoCAD SHX Text S.L.

AutoCAD SHX Text T.S.

AutoCAD SHX Text T.

AutoCAD SHX Text

SQ.M.

AutoCAD SHX Text S.S.

AutoCAD SHX Text

STR.

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STA.

AutoCAD SHX Text

SW.

AutoCAD SHX Text S.C.

AutoCAD SHX Text

SHDR.

AutoCAD SHX Text S.T.

AutoCAD SHX Text

SAN. S.

AutoCAD SHX Text

RD.

AutoCAD SHX Text

RDWAY.

AutoCAD SHX Text S.M.H.

AutoCAD SHX Text R.C.P.

AutoCAD SHX Text

RT.

AutoCAD SHX Text

RET.

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text P.V.I.

AutoCAD SHX Text P.G.

AutoCAD SHX Text

RR.

AutoCAD SHX Text R.

AutoCAD SHX Text

PWR.

AutoCAD SHX Text P.L.

AutoCAD SHX Text P.P.

AutoCAD SHX Text

PROP.

AutoCAD SHX Text

%%UL E G E N D :

AutoCAD SHX Text S Y M B O L

AutoCAD SHX Text P R O P O S E D

AutoCAD SHX Text

SPOT ELEVATION

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SURVEY MONUMENT

AutoCAD SHX Text F E A T U R E

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

AT SPOT ELEV.

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DECIMAL POINT

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text R E M A R K S

AutoCAD SHX Text

IDENTIFY

AutoCAD SHX Text E X I S T I N G

AutoCAD SHX Text BM No.3

AutoCAD SHX Text

ON CENTERS

AutoCAD SHX Text

POINT OF COMPOUND CURVATURE

AutoCAD SHX Text

PAVEMENT

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OUTSIDE TO OUTSIDE

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE

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POINT OF REVERSE CURVE

AutoCAD SHX Text

POINT OF CURVATURE

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BARBED WIRE FENCE

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AGG.

AutoCAD SHX Text

ABUT.

AutoCAD SHX Text B.L.

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

ASB.

AutoCAD SHX Text B.V.

AutoCAD SHX Text B.W.F.

AutoCAD SHX Text

BK.

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AH.

AutoCAD SHX Text

AL.

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

BACK

AutoCAD SHX Text

ASBESTOS

AutoCAD SHX Text

BASE LINE

AutoCAD SHX Text

ASPHALT

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ALUMINUM

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BALL VALVE

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AGGREGATE

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ABUTMENT

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%%UABBREVIATIONS:

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O. TO O.

AutoCAD SHX Text P.I.

AutoCAD SHX Text P.R.C.

AutoCAD SHX Text P.C.C.

AutoCAD SHX Text P.T.

AutoCAD SHX Text

PCC.

AutoCAD SHX Text P.C.

AutoCAD SHX Text

PVMT.

AutoCAD SHX Text O.C.

AutoCAD SHX Text O.D.

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4 - NORTH ARROW INDICATION POINTS TO TRUE NORTH.

AutoCAD SHX Text

3 - COORDINATE SYSTEM IS REFERRED TO THE STATE PLANE COORDINATE SYSTEM FOR

AutoCAD SHX Text

2 - ALL ELEVATIONS ARE REFERRED TO MEAN SEA LEVEL AND GIVEN IN METERS.

AutoCAD SHX Text 1 - METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED.

AutoCAD SHX Text

7 - FOR STANDARD MODELS DRAWINGS, REFER TO THE STANDARD DRAWINGS BOOK ADOPTED

AutoCAD SHX Text

BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

AutoCAD SHX Text

OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE COMMENCEMENT OF ANY WORK IN

AutoCAD SHX Text

WITH THE OWNERS OF SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY

AutoCAD SHX Text

CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE

AutoCAD SHX Text

OBTAINED FROM THE RESPECTIVE OWNERS, THE CONTRACTOR SHALL EXERCISE UPMOST

AutoCAD SHX Text

ALTHOUGH THOSE UTILITIES WERE SHOWN ON THE PLANS USING THE INFORMATION

AutoCAD SHX Text

PUERTO RICO AQUEDUCT AND SEWER AUTHORITY AND CABLE TV .

AutoCAD SHX Text

ENTITIES: P.R. TELEPHONE CO., PUERTO RICO ELECTRIC & POWER AUTHORITY, THE

AutoCAD SHX Text

CONSTRUCTION AREA OF THIS PROJECT, WHICH ARE THE PROPERTY OF THE FOLLOWING

AutoCAD SHX Text

6 - ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE UTILITIES INSTALLED IN THE

AutoCAD SHX Text 5 - NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING FACILITIES.

AutoCAD SHX Text

THE VICINITY OF THESE UTILITIES.

AutoCAD SHX Text

%%UGENERAL NOTES:

AutoCAD SHX Text

PUERTO RICO AND THE US VIRGIN ISLANDS NAD-83, EPOCH 2010, ADJUSTMENT 2011,

AutoCAD SHX Text OF SOIL EROSION AND SEDIMENTATION DEVELOPED FOR THE CONSTRUCTION OF THE PROJECT".

AutoCAD SHX Text

APPROVAL BY THE ENVIRONMENTAL QUALITY BOARD (EQB) HIS PLAN FOR THE CONTROL

AutoCAD SHX Text 9 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING, SUBMITTING TO AND OBTAINING THE

AutoCAD SHX Text

PERMIT IN ACCORDANCE WITH THE ENVIRONMENTAL QUALITY BOARD REGULATIONS.

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8 - THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE CONSOLIDATED GENERAL

AutoCAD SHX Text (134

AutoCAD SHX Text 25)

AutoCAD SHX Text

NTS

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LAMBERT PROJECTION.

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SHEET

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FISCAL

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HIGHWAY

AutoCAD SHX Text No.

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YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CEIBA TO

AutoCAD SHX Text

AC-822578

AutoCAD SHX Text

PR-53

AutoCAD SHX Text

FINAL CHECK

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WORK

AutoCAD SHX Text

DESIGN

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DRAWING

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TRACED

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CHECK

AutoCAD SHX Text

DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-2

AutoCAD SHX Text

PS & E

AutoCAD SHX Text 01/10/20

AutoCAD SHX Text

GENERAL NOTES & LEGEND

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

CEIBA TO MAUNABO

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-53

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

MAUNABO

AutoCAD SHX Text

ER-9999(286)

53 31

R D R.

ROOSEVELT

ROADS

CALL

E G

UAYACAN

BOXER DR.

CALL

E LO

S PINOS

BOXER DR.

ROOSEVELT ROADS

RALPHFOOD

TS-01

TS-01 TS-02

TS-02 TS-03

TS-03

TS-04

NAGUABO

CEIBA

NAGUABO

CEIBA

NAGUABO

7.0

7.1

7.2

7.3

7.4

7.5

7.6

7.7

7.8

7.9

8.0

8.1

8.2

8.3

8.4

8.5

8.6

8.7

8.8

8.9

9.0

9.1

9.2

9.3

9.4

9.5

9.6

9.7

9.8

9.9

10.0

10.1

10.2

10.3

10.4

10.5

10.6

10.7

10.8

10.9

11.0

11.1

11.2

11.3

11.4

11.5

11.6

11.7

11.8

11.9

12.0

12.1

12.2

12.3

12.4

12.5

12.6

12.7

12.8

12.9

13.0

13.1

13.2

13.3

13.4

13.5

13.6

13.7

13.8

13.9

14.0

14.1

14.2

14.3

14.4

14.5

14.6

14.7

14.8

14.9

15.0

15.1

15.2

15.3

15.4

15.5

15.6

15.7

15.8

15.9

16.0

16.1

16.2

16.3

16.4

16.5

16.6

16.7

16.8

16.9

17.0

17.1

17.2

17.3

17.4

17.5

17.6

17.7

17.8

17.9

18.0 KM

18.1

18.2

18.3

18.4

18.5

18.6

18.7

18.8

18.9

19.0 KM

19.1

19.2

19.3

19.4

19.5

19.6

19.7

19.8

19.9

20.0

20.1

20.2

20.3

20.4

20.5

20.6

KM 20.0

KM 7.0

KM 8.0

KM 9.0

KM 10.0

KM 11.0 KM 12.0

KM 13.0

KM 14.0

KM 15.0

KM 16.0

KM 17.0

KM 18.0 KM 19.0

ÁREA DEDESCANSO

BURGER

KING

CHURCH'SCHICKEN

PLAZAPALMA REAL

NAG

UABO

NAGUABO

H U

ABO

HUMACAO

H U

ABO

HUMACAO

TS-05

TS-06

TS-07

TS-08

TS-08NAGUABO

HUMACAO

53925

KM19.9

KM20.0

KM20.1

KM20.2

KM20.3

KM20.4

KM20.5

KM20.6

KM20.7

KM20.8

KM20.9

KM21.0

KM21.1

KM21.2

KM21.3

KM21.4

KM21.5

KM21.6

KM21.7

KM21.8

KM21.9

22.0

22.1

22.2

22.3

22.4

22.5

22.6

22.7 KM

22.8

22.9

23.0

23.1

23.2

23.3

23.4

23.5

23.6

23.7

23.8

23.9

24.0

24.1

24.2

24.3

24.4

24.5 KM

24.6

24.7

24.8

24.9

25.0

25.1

25.2

25.3

25.4

25.5

25.6

25.7

25.8

25.9

26.0

26.1

26.2

26.3

26.4

26.5

26.6

26.7

26.8

26.9 KM

27.0 KM

27.1

27.2

27.3

27.4

27.5

27.6

27.7

27.8

27.9

28.0

28.1

28.2

28.3

28.4

28.5

28.6

28.7

28.8

28.9

29.0

29.1

29.2

29.3

29.4

29.5

29.6

29.7

29.8

29.9

30.0

30.1

30.2 KM

30.3

30.4

30.5

30.6

30.7

30.8

30.9 KM

31.0

31.1

31.2

31.3

31.4

31.5

31.6

31.7

31.8

31.9

32.0

32.1

32.2

32.3

32.4

32.5

32.6

32.7

32.8

32.9

33.0

33.1

33.2

33.3

33.4

33.5

33.6

33.7

33.8

33.9

34.0

34.1 KM

34.2

KM 21.0

KM 22.0

KM 23.0 KM 24.0

KM 25.0

KM 26.0

KM 27.0

KM 28.0

KM 29.0

KM 30.0 KM 31.0

KM 32.0

KM 33.0

KM 34.0

C M

A A

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

TS-04

TS-05

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CEIBA TO

AutoCAD SHX Text

AC-822578

AutoCAD SHX Text

PR-53

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-2

AutoCAD SHX Text

PS & E

AutoCAD SHX Text 01/10/20

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

CEIBA TO MAUNABO

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-53

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

MAUNABO

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text 1:15,000

PAN

PEPIN

HOME DECOR

PLAZA

FARMACIA

CANDELERO

PLAZA DEL MAR

CIUDAD

EDUCATIVA

HUMACAO

YABUCOA

YABU

O A

H U

YABU

C O

A H

U M

YABUCOA

33.4

33.5

33.6

33.7

33.8

33.9

34.0

34.1 KM

34.2

34.3

34.4

34.5

34.6

34.7

34.8

34.9

35.0

35.1

35.2

35.3

35.4

35.5

35.6

35.7

35.8

35.9

36.0

36.1

36.2

36.3

36.4

36.5

36.6

36.7

36.8

36.9

37.0

37.1

37.2

37.3

37.4

37.5

37.6

37.7

37.8

37.9

38.0

38.1

38.2

38.3

38.4

38.5

38.6

38.7

38.8 KM

38.9

39.0

39.1

39.2

39.3

39.4

39.5

39.6

39.7

39.8 KM

39.9 KM

40.0 KM

40.1 KM

40.2 KM

40.3 KM

40.4 KM

40.5 KM

40.6 KM

40.7 KM

40.8 KM

40.9 KM

41.0 KM

41.1 KM

41.2 KM

41.3 KM

41.4 KM

41.5 KM

41.6

41.7

41.8

41.9

42.0

42.1

42.2

42.3

42.4

42.5

42.6

42.7

42.8

42.9

43.0

43.1

43.2

43.3

43.4

43.5

43.6

43.7

HUMACAO

YABUCOA

YABU

O A

H U

YABU

C O

A H

U M

YABUCOA

KM 34.0

KM 35.0

KM 36.0

KM 37.0

KM 38.0

KM 39.0

KM 40.0

KM 41.0

KM 42.0

KM 43.0

7760 PUMA

HARDWARE

TUNNEL

VICENTE MORALES LEBRÓN

MAUNABO

TS-12

49.6

49.7

49.9

50.0

50.1

49.5

50.2

50.3

50.5

50.6

50.7

50.9

51.0

51.1

51.2

51.3

51.4

51.7

51.5

51.6

51.76

50.8

50.4

49.8

MAUNABO

KM 50.0

KM 51.0

C M

A A

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

TS-09

TS-10

TS-11

HUMACAO

YABUCOA

MAUNABO

53 760TUNELESMAUNABO

AutoCAD SHX Text

SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

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AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

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A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

REVISIONS

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SCALE:

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DATE

AutoCAD SHX Text

CEIBA TO

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AC-822578

AutoCAD SHX Text

PR-53

AutoCAD SHX Text

FINAL CHECK

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WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

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CHECK

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DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-2

AutoCAD SHX Text

PS & E

AutoCAD SHX Text 01/10/20

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

CEIBA TO MAUNABO

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-53

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

MAUNABO

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text 1:15,000

CL PR-53 SOUTHBOUND TUNNEL CL PR-53 NORTHBOUND TUNNEL

CL ROADWAY

TYPICAL SECTION

LEGEND:

TYPICAL SECTION

CL PR-53

TYPICAL SECTION

CL PR-53

TYPICAL SECTION

CL PR-53

TYPICAL SECTION (BR-2455)

L PR-53C

TYPICAL SECTION (BR-2430)

L PR-53C

TYPICAL SECTION (BR-2453)

L PR-53C

C M

A A

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

AutoCAD SHX Text

CROSS PASSAGE

AutoCAD SHX Text

FROM KM. 49.70 TO KM. 50.40

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VICENTE MORALES LEBRON TUNNEL

AutoCAD SHX Text x

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text NOTES: 1. ANY SALVABLE MATERIAL, AS DETERMINED BY THE PROJECT ENGINEER, SHALL ANY SALVABLE MATERIAL, AS DETERMINED BY THE PROJECT ENGINEER, SHALL REMAIN PROPERTY OF THE AUTHORITY AND SHALL BE TRANSPORTED TO THE DESIGNATED PRHTA STORAGE AREA WITHIN 75 MILES OF THE PROJECT AREA. THIS SHALL BE A SUBSIDIARY OBLIGATION OF SPEC.-202. 2. FOR GUARDRAIL INSTALLATION REFER TO PRHTA STD. DWG. MB-01 TO MB-53 FOR GUARDRAIL INSTALLATION REFER TO PRHTA STD. DWG. MB-01 TO MB-53 AND SP 606-GUARDRAIL WITH SUPPLEMENTAL SPEC. 606 - GUARDRAIL. 3. FOR WORKS RELATED TO THE GUARDRAIL REMOVAL AND INSTALLATION REFER TO FOR WORKS RELATED TO THE GUARDRAIL REMOVAL AND INSTALLATION REFER TO DWG. RSD-01 TO RSD-05. 4. THE INFORMATION USED FOR THE EXISTING LOCATION OF R.O.W. WAS OBTAINED THE INFORMATION USED FOR THE EXISTING LOCATION OF R.O.W. WAS OBTAINED FROM THE PROJECTS AC-005301, AC-005302, AC-005303, AC-005304 AND AC-005310.

AutoCAD SHX Text

W-BEAM GUARDRAIL, SINGLE FACE. (SPEC. 606)

AutoCAD SHX Text

BRIDGE TRANSITION UPGRADE. (SPEC. 910)

AutoCAD SHX Text x

AutoCAD SHX Text

3.00 EXISTING SHOULDER

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3.00 EXISTING SHOULDER

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VARIES EXPANDABLE MEDIAN

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SCALE: 1:100

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AutoCAD SHX Text

AS IS

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AS IS

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AutoCAD SHX Text

3.00 EXISTING SHOULDER

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3.00 EXISTING SHOULDER

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VARIES EXPANDABLE MEDIAN

AutoCAD SHX Text x

AutoCAD SHX Text

AS IS

AutoCAD SHX Text

AS IS

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AutoCAD SHX Text

3.00 EXISTING SHOULDER

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EXISTING R.O.W.

AutoCAD SHX Text

3.00 EXISTING SHOULDER

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VARIES EXPANDABLE MEDIAN

AutoCAD SHX Text x

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

AS IS

AutoCAD SHX Text

AS IS

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text

FROM KM. 12.67 TO KM. 12.87

AutoCAD SHX Text

SCALE: 1:100

AutoCAD SHX Text FROM KM. 13.8 TO KM. 13.85 FROM KM. 19.29 TO KM. 19.34 FROM KM. 21.54 TO KM. 21.59 FROM KM. 22.80 TO KM. 22.86 FROM KM. 23.32 TO KM. 23.49 FROM KM. 24.55 TO KM. 24.60 FROM KM. 30.01 TO KM. 30.10 FROM KM. 39.04 TO KM. 39.12 FROM KM. 49.50 TO KM. 49.56

AutoCAD SHX Text FROM KM. 7.6 TO KM. 7.7 FROM KM. 8.81 TO KM. 8.93 FROM KM. 9.81 TO KM. 9.83 FROM KM. 11.24 TO KM. 11.44 FROM KM. 37.35 TO KM. 37.42 FROM KM. 38.33 TO KM. 38.40

AutoCAD SHX Text

EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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EXISTING R.O.W.

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3.00 EXISTING SHOULDER

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3.00 EXISTING SHOULDER

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AS IS

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AS IS

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SCALE: 1:100

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EXISTING R.O.W.

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EXISTING R.O.W.

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3.00 EXISTING SHOULDER

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3.00 EXISTING SHOULDER

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AS IS

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AS IS

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SCALE: 1:100

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EXISTING R.O.W.

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EXISTING R.O.W.

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SCALE: 1:100

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3.00 EXISTING SHOULDER

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3.00 EXISTING SHOULDER

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AS IS

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AS IS

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EXISTING R.O.W.

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EXISTING R.O.W.

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SHEET

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FISCAL

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HIGHWAY

AutoCAD SHX Text No.

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YEAR

AutoCAD SHX Text P.R.

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ISLAND

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MUNICIPALITIES

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SHEETS

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

REVISIONS

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SCALE:

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DATE

AutoCAD SHX Text

CEIBA TO

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AC-822578

AutoCAD SHX Text

PR-53

AutoCAD SHX Text

FINAL CHECK

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WORK

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-2

AutoCAD SHX Text

PS & E

AutoCAD SHX Text 01/10/20

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

CEIBA TO MAUNABO

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-53

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

AutoCAD SHX Text

MAUNABO

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text 1:100

GENERAL NOTES:

1. NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL, AND PROJECT FIELD OFFICE, SHALL BE PERFORMED UNTIL THE PROGRESS SCHEDULE IS

APPROVED BY THE PROJECT ENGINEER.

2. ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE SUPPLEMENTAL SPECIFICATION NUMBER 638 - "MAINTENANCE AND PROTECTION OF TRAFFIC" OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION.

3. EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM THE ROADWAY AFTER WORK HOURS AND SHALL BE

STAGED AT A MINIMUM OF 10 METERS FROM THE TRAVEL WAY.

4. THE DRUM SPACING SHALL BE 5 METERS.

5. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER THE INSTALLATION OF TEMPORARY CONTROL DEVICES FOR EACH STAGES AT LEAST FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE RELEASE OF PUBLIC NOTICE. THE CONTRACTOR SHALL NOT COMMENCE ANY OF THE CONSTRUCTION PHASES WITHOUT A PUBLIC NOTICE IS ISSUED OR WITHOUT DIRECT CONSENT FROM THE PROJECT ENGINEER.

6. THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC SIGNS MOUNTING DETAILS, SHEET MPT OF THE

PRHTA STANDARD DRAWINGS.

7. THE USE, LOCATION AND MESSAGES OF THE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL BE ONLY AS DIRECTED BY THE PROJECT ENGINEER.

8. THE CONTRACTOR SHALL FURNISH TEMPORARY CONTROL DEVICES THAT MEET THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT

(NCHRP) CURRENT CRITERIA FOR THE APPLICABLE CRASH WORTHINESS STANDARD.

9. ALL EXISTING SIGNS AND TRAFFIC CONTROL SIGNS DETERMINED BY THE PROJECT ENGINEER TO BE UNNECESSARY OR CONTRADICTORY TO THE APPLICABLE CONSTRUCTION SIGNS AND OPERATION, SHALL BE IMMEDIATELY COVERED IN ITS ENTIRETY WITH NON ABRASIVE MATERIAL AND SHALL BE INSPECTED DURING DAY AND NIGHT TIME TO ENSURE THAT THE SIGN IS NOT READABLE. THIS WORK IS A SUBSIDIARY OBLIGATION UNDER THE VARIOUS

PAY ITEMS INCLUDED IN THE CONTRACT.

10. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL TAKE ALL THE NECESSARY PRECAUTIONS AND MEASURES TO AVOID FALLING DEBRIS, TOOLS, EQUIPMENT OR ANY OTHER MATERIALS INTERFERENCE OR IMPACT TO THE MOTORING PUBLIC IN THE ROADWAY. ALL THE MATERIALS, LABOR EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS A SUBSIDIARY OBLIGATION UNDER THE VARIOUS PAY ITEMS INCLUDED IN

THE CONTRACT.

11. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING CONSTRUCTION. THIS WORK WILL REQUIRE COORDINATION WITH BUSINESSES AND PRIVATE OWNERS. ALL THE MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS A

SUBSIDIARY OBLIGATION UNDER THE VARIOUS PAY ITEMS INCLUDED IN THE CONTRACT.

12. NO EXCAVATION AND / OR PAVEMENT DROP OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY WHEN THE CONTRACTOR OR ITS PERSONNEL IS NOT

WORKING AND PHYSICALLY PRESENT AT THE WORK SITE.

15. IN CASE THAT THE WORKS AFFECT THE EXISTING LUMINARIES, THE CONTRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION IN THE AFFECTED AREA. THE GLARE OF THE TEMPORARY ILLUMINATION SHOULD NOT AFFECT THE DRIVER'S VISIBILITY. LIGHTING SHALL BE PROVIDED FOR NIGHTTIME OPERATIONS.

SEE SPECIAL PROVISION 938 "LIGHTING FOR NIGHTTIME CONSTRUCTION".

16. IT IS OF THE UTMOST IMPORTANCE THAT ALL EXISTING STORM DRAINAGE SYSTEMS BE KEPT FUNCTIONING AT ALL TIMES AND PROVIDE MEANS TO PREVENT CLOGGING OF THESE SYSTEMS DURING CONSTRUCTION. THIS APPLIES ON ALL CONSTRUCTION STAGES.

17. IN ALL CONSTRUCTION OPERATIONS UNDER THIS CONTRACT, ALL PRECAUTIONS SHALL BE EXERCISED IN ORDER THAT THE MOVEMENT OF EQUIPMENT AND CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC.

18. REPAIR OF DAMAGE TO EXISTING PAVEMENTS CAUSED BY CONSTRUCTION OPERATION OR EQUIPMENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

19. PROVISIONAL SIGNING AND TRAFFIC CONTROL SHALL BE AS PROVIDED IN PART 6 "TEMPORARY TRAFFIC CONTROL" OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (M.U.T.C.D.), 2009 EDITION.

20. ALL TRAFFIC CONTROL DEVICES SHALL BE CLEANED, REPAINTED OR REPLACED AS NECESSARY TO PROVIDE ADEQUATE VISIBILITY AND LEGIBILITY AT ALL

TIMES. NO DIRECT PAYMENT WILL BE MADE TO THE CONTRACT FOR THESE WORK.

21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING UTILITIES AND AVOID ANY DAMAGE DURING EXCAVATIONS AND CONSTRUCTION WORK.

IF DAMAGE OCCURS, THE CONTRACTOR MUST REPLACE AND/OR REPAIR THE SAME TO ITS ORIGINAL CONDITION AT HIS OWN EXPENSE.

22. THE CONTRACTOR IS RESPONSIBLE OF VERIFY ALL DIMENSIONS IN THE FIELD FOR THE NECESSARY REPLACEMENT AND/OR REPAIR OF THE EXISTING SIGNS. THE MOT NEEDED TO OBTAIN THE MEASUREMENTS WILL BE SUBSIDIARY OBLIGATION OF SIGN REPAIR PAY ITEM UNDER SPEC. 613.

23. TRUCK MOUNTED ATTENUATOR USED FOR MOVABLE AND INCIDENTAL WORK OF THE MOT IMPLEMENTATION AND/OR REMOVAL, WILL BE SUBSIDIARY

OBLIGATION OF THE MOT PAY ITEM.

24. DURING THE EXCAVATION WORKS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL ROCK OR DEBRIS. THIS ACTIVITY

SHALL BE CONSIDERED SUBSIDIARY OBLIGATION OF THE CONTRACTED ITEMS.

25. BEFORE PRESENTING THE COST PROPOSAL, CONTRACTOR IS RESPONSIBLE TO VISIT AND EXAMINE CAREFULLY EACH SIGN LOCATION DUE TO VARIABLE

SITE CONDITIONS. CONDITIONS TO CONSIDER ARE ROAD SIDE STEEPS SLOPES, SUBSOIL CONDITIONS WHEN DRILLING FOR POSSIBLE BOULDERS

UNDERNEATH AND UNDERGROUND UTILITIES.

CONSTRUCTION SCHEDULE:

1. FOR THE CONSTRUCTION OPERATIONS OF THIS PROJECT, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL BE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FROM CONSTRUCTION WORK.

2. TYPICAL APPLICATIONS ARE SUBMITTED FOR THE TEMPORARY TRAFFIC CONTROL ACTIVITIES FOR A VARIETY OF SITUATIONS COMMONLY ENCOUNTERED. IT IS REQUIRED FROM THE ENGINEER TO ADJUST THESE GUIDELINES TO FIELD CONDITIONS.

3. SPECIFIC SITUATIONS NOT COVERED BY THESE APPLICATIONS SHALL BE BROUGHT UP TO THE ENGINEER FOR APPROPRIATE DIRECTION AND CLARIFICATION 10 DAYS BEFORE THE BEGINNING OF THE CONSTRUCTION WORK IN THAT AREA.

4. THE CONTRACTOR SHALL OBTAIN THE ORDER TO PROCEED PRIOR TO THE COMMENCEMENT OF ANY WORK INCLUDING THE

INSTALLATION OF THE TEMPORARY CONSTRUCTION SIGNS.

CONSTRUCTION:

1. THE LENGTH OF LANE CLOSURES WOULD BE RESTRICTED TO THE MINIMUM NECESSARY TO ACCOMPLISH THE WORK SAFELY, EFFICIENTLY AND WITHIN CONTRACTOR CAPACITY.

2. IMPLEMENT THE WORK ZONE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE MAINTENANCE OF TRAFFIC INDICATED

ON THE PLANS.

3. INSTALL PCMS TO COMPLEMENT SIGNING AS REQUIRED BY EACH ACTIVITY TYPE.

4. THE DETAILS SHOWN SHALL BE USED IN BOTH DIRECTIONS.

5. WORK ACTIVITIES SHALL NOT OCCUR DURING PEAK HOURS, THE WORK HOURS ARE DESCRIBE AS FOLLOWING:

a. ALL WORK THAT IS NOT REQUIRE LANE CLOSURE, THE WORK HOURS WILL BE PERMITTED ALL WEEK FROM 7:00 AM TO 5:00 PM

b. ALL WORK THAT REQUIRE LANE CLOSURE, THE WORK HOURS ONLY PERMITTED DURING THE DAY WILL BE FROM 9:00 AM TO

3:00 PM IN BOTH DIRECTION.

LEGEND:

TRAFFIC DRUMS (SPACING @ 5 METERS EACH)

TRAFFIC SIGN LOCATION

TRAFFIC FLOW

WORK AREA

FLASHING ARROW PANEL

PCMS - PORTABLE CHANGEABLE MESSAGE SIGN

TYPE III BARRICADE

P C M S

TRUCK MOUNTED ATTENUATOR

WITH FLASHING ARROW SIGN, TEST LEVEL 3

MPH

BUFFER

SPACE* (Mts.)

< 25

*Taper lenght (L) and Buffer Space for a typical lane of 3.65 mts.

TAPER

LENGTH* (Mts.)

X = CODE NUMBER

TEMPORARY CONSTRUCTION SIGN IDENTIFICATION

Y = LOCATION

X Y

CAUTION MODE

DOUBLE DIAMOND

THE PROJECT WILL BE IMPLEMENTED BY THE PHASES SHOWN ON THIS TABLE. THE CONTRACTOR WILL DEVELOP A CONSTRUCTION SCHEDULE FOR THE EVALUATION AND APPROVAL OF THE PROJECT ENGINEER CONSIDERING THE ORDER OF THE PHASES. THE CONTRACTOR CAN MODIFY THAT ORDER BY PRESENTING

RECOMMENDATIONS IN THE CONSTRUCTION SCHEDULE.

CONSTRUCTION

PHASE CONSTRUCTION ACTIVITY TYPE DESCRIPTION

APLICABLE

TYPICAL

APPLICATION

DIAGRAM

WORKING HOURS PCMS - MESSAGE

PHASE 1 • INSTALLATION OF TEMPORARY

CONSTRUCTION SIGNS.

IV (MOT-02) 7 AM TO 5 PM N/A

PASEO

DERECHO

CERRADO

CARRIL

DERECHO

CERRADO

1KM

ADELANTE

REDUZCA

VELOCIDAD

• PERMANENT TRAFFIC SIGNS INSTALLATION.

• CONCRETE BASE CONSTRUCTION FOR

CANTILEVER STRUCTURE AND SIGN

INSTALLATION.

• GUARDRAIL REMOVAL AND INSTALLATION.

• BRIDGE TRANSITION OR TRANSITION

MODULE UPGRADE CONSTRUCTION.

CONSTRUCTION SCHEDULE TABLE

1.5KM

ADELANTEPHASE 2

I (MOT-02)

II (MOT-02)

III (MOT-02)

IV (MOT-02)

V (MOT-03)

PHASE 3 • REMOVAL OF TEMPORARY CONSTRUCTION

SIGNS.

IV (MOT-02) N/A7 AM TO 5 PM

NO LANE CLOSURE

NEEDED /

DURING DAY

7 AM TO 5 PM

LANE CLOSURE

NEEDED /

DURING DAY

9 AM TO 3 PM

HIGHWAY

A B

300m. 450m.PR-53

800m.

DISTANCE BETWEEN SIGNS

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

CANTILEVER STRUCTURE

VI (MOT-03)

CARRIL

IZQUIERDO

CERRADO

1KM

ADELANTE

REDUZCA

VELOCIDAD

VII (MOT-04)

VIII (MOT-04)

NTS

(CAUTION MODE)

ARROW

FLASHING

D R

U M

R O

D R

U M

O U

W O

R K

O U

D R

U M

(1 /3

)L (M

W O

R K

W O

R K

TYPICAL APPLICATION DIAGRAM I

LEFT LANE CLOSURE FOR INTERMEDIATE

TERM WORK IN URBAN EXPRESSWAYS

TYPICAL APPLICATION DIAGRAM II

RIGHT LANE CLOSURE FOR INTERMEDIATE

TERM WORK IN URBAN EXPRESSWAYS

TYPICAL APPLICATION DIAGRAM III

SHOULDER CLOSURE FOR INTERMEDIATE

TERM WORK IN URBAN EXPRESSWAYS

PCMS MESSAGE:

CARRIL

IZQUIERDO

CERRADO

1KM

ADELANTE

REDUZCA

VELOCIDAD

PCMS MESSAGE:

CARRIL

DERECHO

CERRADO

1KM

ADELANTE

REDUZCA

VELOCIDAD

L (M

PCMS

N D

B U

L O

N G

) S

S H

M O

T-

/3 )L

L (M

N D

B U

L O

N G

) S

S H

M O

PCMS

PCMS MESSAGE:

PASEO

DERECHO

CERRADO

1.5 KM

ADELANTE

OROR

TRUCK-MOUNTED

W O

R K

FLASHING ARROW ON CAUTION

MODE

TYPICAL APPLICATION IV

INSIDE AND OUTSIDE SHOULDER CLOSURE MOBILE

OPERATION FOR TEMPORARY TRAFFIC SIGNS

INSTALLATION

ATTENUATOR

N D

B U

L O

N G

) S

S H

M O

PCMS

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

TYPICAL APPLICATION DIAGRAM V TYPICAL APPLICATION DIAGRAM VI

FLASHING

ARROW PANEL

TYPE III BARRICADE

FLASHING

ARROW PANEL

TYPE III BARRICADE

150 MTS.

TYPE III BARRICADE

FLASHING

ARROW PANEL

TYPE III BARRICADE

WORK AREA

TYPE III BARRICADE

WORK AREA

PCMS-MESSAGES

CARRIL

DERECHO

CERRADO

1 KM

ADELANTE

REDUZCA

VEL

PCMSPCMS PCMS

PCMS

WORK IN VICINITY OF AN ENTRANCE RAMP WORK IN VICINITY OF AN EXIT RAMP

.15

150 M

TS.

1/3(L)

TAPER

SHOULDER

1/3(L)

TAPER

SHOULDER

150 MTS.

1/3(L)

TAPER

SHOULDER

1/3(L)

TAPER

SHOULDER

FLASHING

ARROW PANEL

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 &

O U

O R

R (1

/3 )L

G E

BRIDGE TRANSITION OR

TRANSITION MODULE

TEMPORARY CONCRETE

BARRIERS

CRASH CUSHION

O U

O R

R (1

/3 )L

TEMPORARY CONCRETE

BARRIERS

N M

O D

R O

TEMPORARY

TYPICAL APPLICATION DIAGRAM VII

SHOULDER CLOSURE FOR CONCRETE

BARRIER CONSTRUCTION AND INSTALLATION

OF GUARDRAIL IN THE MEDIAL OR CRITICAL SLOPE

TYPICAL APPLICATION DIAGRAM VIII

SHOULDER CLOSURE FOR BRIDGE TRANSITION

OR TRANSITION MODULE UPGRADE

CRASH CUSHION

TEMPORARY

TYPE III, TL-3

N M

O D

R O

N D

B U

N G

M O

N D

B U

N G

M O

PASEO

DERECHO

CERRADO

1.5 KM

ADELANTE

PCMS - MESSAGE

PCMS25

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 &

REFERENCE

MANUAL

LOCATION

NUMBERNUMBER

CODE SIGN

SIZE OF

PANELS

LEGEND

TYPE

OVERHEAD

STRUCTURE

TOTAL

ITEM

3W21-41 1,2,38 MANUAL

SEE D.T.P.W.

N/AEN CARRETERA

ADELANTE

TRABAJO

2W20-5 48" X 48"2 19,20 MANUAL

SEE D.T.P.W.

N/A

DERECHO

CERRADO

CARRIL

750 MTS.

W4-2(R) 248" X…

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File details come from the government source that posted it. Updated Jul 10, 2020.