Plans_Sch A_PR-2 Unit 2.pdf

PDF 30 MB Posted Nov 24, 2020

Attached to: Signs and Safety Repairs Project in PR-1, PR-2, and PR-3
Solicitation number: 693C73-21-B-000006
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks sealed bids from certified Small Business Concerns for signs and safety repairs on multiple highways in Puerto Rico damaged by Hurricanes Irma and Maria. The project consists of repairing signs, guardrails, and other work on PR-1, PR-2 and PR-3. Work includes traffic sign assemblies, new guardrails and end terminals, bridge transition upgrades, traffic sign and guardrail demolition and removal, temporary traffic control, and other miscellaneous work. The project will be split into multiple schedules with the total cost expected to exceed $10 million. Schedule C will not be awarded until final NEPA approval. Bids are due by the date specified in the solicitation to be issued on or about November 24, 2021. The solicitation can be found on beta.sam.gov by searching for number 693C73. Annual representations and certifications must be completed online. Questions should be sent to the email provided. Bidders must be registered in SAM for payment. Visitors to bid openings must provide ID and be escorted.

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UNIT-2

FROM KM 16.50 TO KM 96.75

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

Sheet Number Sheet Title Drawing Title

MAINTENANCE OF TRAFFIC

Sheet Number Sheet Title Drawing Title

ROADSIDE SAFETY PLAN

Sheet Number Sheet Title Drawing Title

TRAFFIC SIGNING PLAN

Sheet Number Sheet Title Drawing Title

TRAFFIC SIGNAL SYSTEM

MISCELLANEOUS CONSTRUCTION DETAILS

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USER:

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DATE:

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FILE:

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SEQUENCE:

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JVP

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17217-1B\GR-01.DWG

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NTS

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

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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# 17217-1

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INDEX OF DRAWINGS

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UNIT 2

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FINAL PLAN

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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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SHEETS

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A.C. PROJECT

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ISLANDWIDE

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PR-2

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AC-801578

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ER-9999(286)

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TITLE SHEET

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INDEX OF DRAWINGS

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GENERAL NOTES & LEGEND

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KEY PLAN

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KEY PLAN

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KEY PLAN

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TYPICAL SECTIONS

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TYPICAL SECTIONS

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MAINTENANCE OF TRAFFIC GENERAL NOTES AND CONSTRUCTION SCHEDULE

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-05

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MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

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MOT-06

AutoCAD SHX Text MAINTENANCE OF TRAFFIC INT PR-2 & PR-160 TRAFFIC SIGNAL SYSTEM INSTALLATION & REMOVAL

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MOT-07

AutoCAD SHX Text MAINTENANCE OF TRAFFIC INT PR-2 & PR-160 TRAFFIC SIGNAL SYSTEM INSTALLATION & REMOVAL

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MOT-07A

AutoCAD SHX Text MAINTENANCE OF TRAFFIC INT PR-2 & PR-160 TRAFFIC SIGNAL SYSTEM INSTALLATION & REMOVAL

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MOT-08

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MAINTENANCE OF TRAFFIC SIGN DATA TABLE

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RSD-01

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RSD-02

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ROADSIDE SAFETY TABLES

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RSD-10

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ROADSIDE SAFETY TABLES

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TS-01

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TRAFFIC SIGNING FROM KM. 16.5 TO KM. 19.8

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TS-02

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TRAFFIC SIGNING FROM KM. 19.8 TO KM. 23.1

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TS-03

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TRAFFIC SIGNING FROM KM. 23.1 TO KM. 26.3

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TRAFFIC SIGNING FROM KM. 26.3 TO KM. 29.8

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TRAFFIC SIGNING FROM KM. 29.8 TO KM. 33.0

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TRAFFIC SIGNING FROM KM. 33.0 TO KM. 36.2

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TS-07

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TRAFFIC SIGNING FROM KM. 36.2 TO KM. 39.4

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TS-08

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TRAFFIC SIGNING FROM KM. 39.4 TO KM. 42.6

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TS-09

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TRAFFIC SIGNING FROM KM. 42.6 TO KM. 45.8

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TRAFFIC SIGNING FROM KM. 45.8 TO KM. 49.0

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TRAFFIC SIGNING FROM KM. 49.0 TO KM. 52.2

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TRAFFIC SIGNING FROM KM. 52.2 TO KM. 55.5

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TS-13

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TRAFFIC SIGNING FROM KM. 55.5 TO KM. 58.7

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TS-14

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TRAFFIC SIGNING FROM KM. 58.7 TO KM. 61.9

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TS-15

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TRAFFIC SIGNING FROM KM. 61.9 TO KM. 65.2

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TS-16

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TRAFFIC SIGNING FROM KM. 65.2 TO KM. 68.4

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TS-17

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TRAFFIC SIGNING FROM KM. 68.4 TO KM. 71.6

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TS-18

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TRAFFIC SIGNING FROM KM. 71.6 TO KM. 75.0

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TS-19

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TRAFFIC SIGNING FROM K.M. 75.0 TO KM. 78.3

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TS-20

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TRAFFIC SIGNING FROM KM. 78.3 TO KM. 81.5

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TS-21

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TRAFFIC SIGNING FROM KM. 81.5 TO KM. 84.8

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TS-22

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TRAFFIC SIGNING FROM KM. 84.8 TO KM. 88.0

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TS-23

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TRAFFIC SIGNING FROM KM. 88.0 TO KM. 91.2

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TS-24

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TRAFFIC SIGNING FROM KM. 91.2 TO KM. 94.4

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TS-25

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TRAFFIC SIGNING FROM KM. 94.4 TO KM. 97.6

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TS-26

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MUNICIPALITIES CODE IDENTIFICATION, PAY ITEM CODE TABLE & SIGN DATA SHEET

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SIGN DATA SHEET

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TS-28

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TABLE OF KILOMETER AND HECTOMETER POST MARKERS

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GUIDE SIGN DETAILS

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GUIDE SIGN DETAILS

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ROUTE MARKERS SIGN DESIGN

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TSS-01

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QUANTITY SUMMARY, LEGEND AND SIGNAL NOTES

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TSS-02

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EXISTING TRAFFIC SIGNAL SIGNAL INT PR-2/PR-160 LINE 17

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TSS-03

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NEW TRAFFIC SIGNAL INT PR-2/PR-160 LINE 17

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MCD-01

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 17, KM 37.5 PLAN, DETAILS & TYPICAL SECTIONS

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MCD-02

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 17, KM 37.5 CROSS SECTION & FOUNDATION DETAILS

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MCD-03

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 17, KM 37.5 EXISTING CONDITION PLAN

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MCD-04

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 42, KM 72.70 PLAN, SECTION & TRANSITION DETAILS

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MCD-05

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 42, KM 72.70 PLAN, SECTION & TRANSITION DETAILS

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MCD-06

AutoCAD SHX Text MISCELLANEOUS CONSTRUCTION DETAILS GUARDRAIL LINE 17, KM 37.5 EXISTING CONDITION PLAN

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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SIGNS, GROUND, MTD

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DEM.

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TOE OF SLOPE

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DITCH

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CUBIC METER

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CUT

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DEGREE

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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.

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CONC.

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COM.

AutoCAD SHX Text

COL.

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CTD.

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C. TO C.

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COORD.

AutoCAD SHX Text C.O.A.

AutoCAD SHX Text C.I.

AutoCAD SHX Text

CENTER LINE

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COLUMN

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COMMUNICATION

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COATED

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CONCRETE

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COORDINATES

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BENCH MARK

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BELL & SPIGOT

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CAST IRON PIPE

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CATCH BASIN

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CAST IRON

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BUILDING

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TEL.

AutoCAD SHX Text T.E.

AutoCAD SHX Text T.P.

AutoCAD SHX Text T.G.

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SG.

AutoCAD SHX Text S.L.

AutoCAD SHX Text T.S.

AutoCAD SHX Text T.

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SQ.M.

AutoCAD SHX Text S.S.

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STR.

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STA.

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SW.

AutoCAD SHX Text S.C.

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SHDR.

AutoCAD SHX Text S.T.

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SAN. S.

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RD.

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RDWAY.

AutoCAD SHX Text S.M.H.

AutoCAD SHX Text R.C.P.

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RT.

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RET.

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text P.V.I.

AutoCAD SHX Text P.G.

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RR.

AutoCAD SHX Text R.

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PWR.

AutoCAD SHX Text P.L.

AutoCAD SHX Text P.P.

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PROP.

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%%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

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SPOT ELEVATION

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SURVEY MONUMENT

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AutoCAD SHX Text

CENTER LINE

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BENCH MARK

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AT SPOT ELEV.

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DECIMAL POINT

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IDENTIFY

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IDENTIFY

AutoCAD SHX Text R E M A R K S

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IDENTIFY

AutoCAD SHX Text E X I S T I N G

AutoCAD SHX Text BM No.3

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ON CENTERS

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POINT OF COMPOUND CURVATURE

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PAVEMENT

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OUTSIDE TO OUTSIDE

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OUTSIDE DIAMETER

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POINT OF INTERSECTION

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POINT OF TANGENCY

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PORTLAND CEMENT CONCRETE

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POINT OF REVERSE CURVE

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POINT OF CURVATURE

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BARBED WIRE FENCE

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AGG.

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ABUT.

AutoCAD SHX Text B.L.

AutoCAD SHX Text

ASPH.

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ASB.

AutoCAD SHX Text B.V.

AutoCAD SHX Text B.W.F.

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BK.

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AH.

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AL.

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AHEAD

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BACK

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ASBESTOS

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BASE LINE

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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

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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.

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

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BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

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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

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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

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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.

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THE VICINITY OF THESE UTILITIES.

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%%UGENERAL NOTES:

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

AutoCAD SHX Text 9 - ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO REMAIN, SHALL BE CLEANED AND IF

AutoCAD SHX Text

NECESSARY, BE ADJUSTED TO THE NEW PROPOSED ELEVATIONS. THE COST FOR THIS WORK

AutoCAD SHX Text SHALL BE A SUBSIDIARY OBLIGATION FOR THE INSTALLATION OF NEW PIPES, SPEC. No. 603.

AutoCAD SHX Text

8 - EXISTING PAVEMENT AREAS THAT COULD BE AFFECTED DURING THE CONSTRUCTION

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SHALL BE REPAIRED. THIS WORK SHALL BE A SUBSIDIARY OBLIGATION UNDER SPEC.

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401 AND ITS PAY ITEMS.

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

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

AutoCAD SHX Text 11 - 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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10 - THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN THE CONSOLIDATED GENERAL

AutoCAD SHX Text (134

AutoCAD SHX Text 25)

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USER:

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DATE:

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FILE:

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SEQUENCE:

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JRUIZ

AutoCAD SHX Text 10/14/2019

AutoCAD SHX Text

17217-1B\GR-02.DWG

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NTS

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LAMBERT PROJECTION.

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REVISIONS

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SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

GENERAL NOTES & LEGEND

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UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

SHEET

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FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

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MUNICIPALITIES

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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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

MUNICIPALITIES

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CODES

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GUANICA

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PEÑUELAS

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GUAYANILLA

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YAUCO

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PONCE

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ISABELA

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MOCA

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AÑASCO

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SAN GERMAN

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AGUADILLA

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HORMIGUEROS

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MAYAGUEZ

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AGUADA

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SABANA GRANDE

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MANATI

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DORADO

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QUEBRADILLAS

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CAMUY

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HATILLO

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ARECIBO

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BARCELONETA

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VEGA BAJA

AutoCAD SHX Text

VEGA ALTA

AutoCAD SHX Text

BAYAMON

AutoCAD SHX Text

GUAYNABO

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SAN JUAN

AutoCAD SHX Text

TOA BAJA

AutoCAD SHX Text V

AutoCAD SHX Text Y

AutoCAD SHX Text X

AutoCAD SHX Text W

AutoCAD SHX Text Z

AutoCAD SHX Text N

AutoCAD SHX Text Ñ

AutoCAD SHX Text Q

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text K

AutoCAD SHX Text J

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text C

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AutoCAD SHX Text A

AutoCAD SHX Text D

%%UMUNICIPAL CODE FOR SIGN LOCATION.

ALLE C

O R

ALLE PASC

U A

ALLE C

CALLE ACERO

ALLE C

LIN

A R

EAL

VILLA R

EAL

ALLE ESM

ALD

Mc. DONALD'S

BURGERKING

PUMA

CARIBEMEDICALPLAZA

IGLESIA

TORAL

PUMA

FORD / HYUNDAI

DE VEGA ALTAWALGREENS

GULF

CVS

PHARMACY

FERRETERIA

EL COROZO #2

TOTAL

JUNKERRUIZ

SHELL

IGLESIA

UNIVERSALINSURANCE

CORREA

TIRE DISTRIBUTORS

JFMONTALVO

TOTAL

MAPEICARIBE

GOMERAYAHWEH

CARIBEAUTO

NUMBER ONEAUTO PARTS

PUMA

ADRIEL

TOYOTA

GULF

BURGER

KING

KFC

WALMART

SUPERCENTER

MORE STEEL

TORAL

CARIDE

TRANSMISSION

LA TIENDITA

HOLSUM

MITSUBISHI

GULF

BEBO & MIKE

ISTORAGE

TOA BAJA

QUINTAREAL

ROOMS TO GO

OUTLET

JUNKER

HNOS. CRESPO

WALGREENS

SHELL

SEARS

BPPR

PUMA

COLOREXPERTS

COLEGIO

CARMEN SOL

L&MAUTO PARTS

Mc. DONALD'S

RICARDO CRUZ

DISTRIBUTORS

DEPARTAMENTO

DE LA FAMILIA

FERRETERIA

CANDELARIA

NIMAY

MITSUBISHI

EXTRA SPACE

STORAGE

ADRIEL

NISSAN

AUTOGRUPO

GENERAL MOTORS

AUTOGRUPO

FORD

TOYOTA

TOTAL

KIA

POPULAR AUTO

PHILLIPS 66

MARTIN'S

BBQ

WALGREENS

AUTOZONE

GULF

NATIONAL LUMBER

& HARDWARE

ALMACENES

COLON

HYUNDAI

MAXI

BODY

PUMA

COSTCO COOPERATIVADE SEGUROS

MULTIPLES

2 2

DORADO

TOA BAJA

DORADO

VEGA ALTA

VEG

A ALTA

D O

DORADO

TOA BAJA

DORADO

A BAJA

BAYAM

A BAJA

BAYAM

TS-01

TS-02 TS-02

TS-03

TS-04

D O

A BAJA

D O

O VEG

A ALTA

16.2

16.3

16.4

16.5

16.6

16.7

16.8

16.9

17.0R

17.0L 17.1

17.2 17.3

17.4

17.5

17.6

17.7

17.8

17.9 18.0R

18.0L 18.1

18.2

18.3

18.4

18.5

18.6 18.7

18.8 18.9

19.0R

19.0L

19.1

19.2 19.3

19.4

19.5

19.6

19.7

19.8

19.9

20.0R

20.0L

20.1

20.2

20.3

20.4

20.5

20.6 20.7

20.8 20.9

21.0R

21.0L

21.1

21.2 21.3

21.4

21.5

21.6

21.7

21.8

21.9

22.0R

22.0L

22.1

22.2

22.3

22.4 22.5

22.6

22.7

22.8

22.9

23.0R

23.0L 23.1

23.2

23.3

23.4

23.5

23.6

23.7

23.8

23.9

24.0R 24.0L

24.1

24.2

24.3

24.4

24.5

24.6

24.7 24.8 24.9

25.0R

25.0L

25.1

25.2

25.3

25.4

25.5

25.6 25.7

25.8

25.9

26.0R

26.0L 26.1

26.2

26.3

26.4

26.5

26.6

26.7

26.8

26.9

27.0R

27.0L 27.1

27.2

27.3

27.4

27.5

27.6

27.7

27.8

27.9

28.0R

28.0L

28.1

28.2

28.3

28.4

28.5

28.6

28.7

28.8

28.9

29.0R

29.0L

29.1

29.2 29.3

29.4

29.5

29.6

29.7

29.8

29.9

30.0R

30.0L 30.1

30.2

KM 17.0

KM 18.0

KM 19.0

KM 20.0

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 30.0KM 30.0

GUACAMOLE

TAQUERIA

EL PATIO

BBQ

INTERNATIONAL

MEDICAL TRANSP.

ALEX

PIZZA

PANADERIA

LA TASCA

FLORICENTRO

WHOLESALE

FARMACIA

BIENESTAR

PASTELERIA

MI CASITA

DULCE

COLEGIO

IVOSAI

PADILLA'S

PIZZA

GULF

TORTUGUERO

BBQ

FERRETERIA

ACETOTAL

RICHARD

MOTORCYCLE

COMERCIAL TORTUGUERO

JUNKER

EXPRESS

IGLESIA

CASA DE AMOR

CLUB

DE LEONES

PLAZA

JARDINES

EL FOGON

RODRIGUEZ

TIRE CENTER

CVS

PHARMACY

HOSPITAL

WILMA N. VAZQUEZ

PLAZA

LAS VEGAS

BURGER

KING

WENDY'S

TACO

MAKER

SUBWAYAEE

ECOMAXX

SHELL

ADVANCE

AUTO PARTS

TRIBUNAL

BPPR

SCOTIABANK

ESCUELA SUPERIOR

LINO PADRON RIVERA

FIRST

BANK

KFC

PUMA

PLAZA

VEGA BAJA

IMANOL

AUTOBANCO

SANTANDER

TOTALTOTAL

LAS VEGASTIRE

PUMA

JUNKER

LA CUESTA

JUNKEREL 35

IGLESIADE DIOS

PENTECOSTAL

SUPREME

QUICK LUBE

VEGA ALTA

COMMUNITY CENTER

ESCUELA SUPERIOR

ILEANA DE GRACIA

FUNERARIA

NEVAREZ

USPS

ALLE JAC

SEIJO

CENTRO

GUBERNAMENTAL

ESCUELA ELEMENTAL

JOSE DE DIEGOTOTAL

MR. SPECIAL

VEGA ALTA

FALAS

GENERAL

ELECTRIC

BORINQUEN

TITLE LOANS

CENTRO GRAN CARIBE

Mc. DONALD'S

KFC

BURGER

KING

PUMA

CARIBE

MEDICAL

PLAZA

IGLESIA

ALTA

VEGA

VEGA ALTA

VEGA BAJA

VEG

A BAJA

VEG

A ALTA

TS-04

TS-05

TS-09TS-06

TS-06 TS-07 TS-07

TS-08

VEG

A ALTA

VEG

A BAJA

29.7 29.8

29.9 30.0R

30.0L

30.1 30.2

30.3

30.4

30.5

30.6

30.7

30.8

30.9

31.0R

31.0L 31.1

31.2

31.3

31.4

31.5

31.6

31.7

31.8

31.9

32.0R

32.0L

32.1

32.2

32.3

32.4

32.5

32.6

32.7

32.8

32.9

33.0 33.0

33.1

33.2

33.3

33.4

33.5

33.6

33.7

33.8

33.9

34.0R

34.0L

34.1

34.2

34.3

34.4

34.5

34.6

34.7

34.8

34.9

35.0R

35.0L

35.1

35.2

35.3

35.4

35.5

35.6

35.7

35.8 35.9

36.0R

36.0L

36.1

36.2 36.3

36.4

36.5

36.6

36.7

36.8

36.9

37.0R

37.0L 37.1

37.2

37.3

37.4

37.5 37.6

37.7

37.8

37.9

38.0R

38.0L 38.1 38.2

38.3

38.4

38.5

38.6

38.7

38.8

38.9

39.039.0

39.1

39.2

39.3

39.4

39.5

39.6

39.7

39.8

39.9

40.0R

40.0L 40.1 40.2

40.3 40.4

40.5 40.6

40.7 40.8

40.9

41.0R

41.0L

41.1

41.2

41.3 41.4

41.5 41.6

41.7 41.8

41.9 42.0R

42.0L

42.1 42.2

42.3 42.4

42.5 42.6

42.7 42.8

42.9 43.0R

43.0L

43.1

43.2

43.3 43.4

43.5 43.6

43.7

43.8

KM 30.0KM 30.0 KM 31.0

KM 32.0

KM 33.0

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

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

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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# 17217-1

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

JVP

AutoCAD SHX Text 10/09/2019

AutoCAD SHX Text

17217-1B\GR-03.DWG

AutoCAD SHX Text

AutoCAD SHX Text 1:15,000

2137 22

MANATÍ

MANATÍMANATÍ

MANATÍ

VEGA BAJA

BARCELONETA

MANATÍ

BARCELO

NETA

MANATÍ

BARCELONETA

BARCELONETAMANATÍ

TS-09

TS-10 TS-10TS-08

TS-11 TS-11

TS-12

O N

42.4

42.5

42.6

42.7

42.8

42.9

43.0R

43.0L

43.1

43.2

43.3

43.4

43.5

43.6

43.7 43.8

43.9 44.044.0

44.1

44.2

44.3

44.4

44.5

44.6 44.7

44.8 44.9

45.0R

45.0L

45.1

45.2 45.3

45.4

45.5

45.6

45.7

45.8

45.9

46.0R

46.0L 46.1

46.2

46.3

46.4

46.5

46.6

46.7

46.8

46.9

47.0R

47.0L

47.1

47.2

47.3

47.4

47.5 47.6

47.7

47.8

47.9 48.0R

48.0L

48.1 48.2

48.3 48.4

48.5

48.6

48.7

48.8 48.9

49.0R

49.0L

49.1

49.2 49.3

49.4

49.5

49.6

49.7

49.8

49.9 50.0R

50.0L

50.1 50.2

50.3 50.4

50.5 50.6

50.7

50.8

50.9

51.0R

51.0L 51.1

51.2

51.3

51.4

51.5

51.6

51.7

51.8

51.9

52.0R

52.0L

52.1

52.2

52.3

52.4

52.5

52.6 52.7

52.8 52.9

53.0R

53.0L

53.1

53.2 53.3

53.4 53.5

53.6 53.7

53.8 53.9

54.0R

54.0L

54.1

54.2

54.3

54.4

54.5

54.6

54.7

54.8

54.9

55.0R

55.0L

55.1

55.2

55.3

55.4

55.5

55.6 55.7

55.8

KM 43.0

42.4

42.5

42.6

42.7

42.8

42.9

43.0R

43.0L

43.1

43.2

43.3

43.4

43.5

43.6

43.7 43.8

43.9 44.044.0

44.1

44.2

44.3

44.4

44.5

44.6 44.7

44.8 44.9

45.0R

45.0L

45.1

45.2 45.3

45.4

45.5

45.6

45.7

45.8

45.9

46.0R

46.0L 46.1

46.2

46.3

46.4

46.5

46.6

46.7

46.8

46.9

47.0R

47.0L

47.1

47.2

47.3

47.4

47.5 47.6

47.7

47.8

47.9 48.0R

48.0L

48.1 48.2

48.3 48.4

48.5

48.6

48.7

48.8 48.9

49.0R

49.0L

49.1

49.2 49.3

49.4

49.5

49.6

49.7

49.8

49.9 50.0R

50.0L

50.1 50.2

50.3 50.4

50.5 50.6

50.7

50.8

50.9

51.0R

51.0L 51.1

51.2

51.3

51.4

51.5

51.6

51.7

51.8

51.9

52.0R

52.0L

52.1

52.2

52.3

52.4

52.5

52.6 52.7

52.8 52.9

53.0R

53.0L

53.1

53.2 53.3

53.4 53.5

53.6 53.7

53.8 53.9

54.0R

54.0L

54.1

54.2

54.3

54.4

54.5

54.6

54.7

54.8

54.9

55.0R

55.0L

55.1

55.2

55.3

55.4

55.5

55.6 55.7

55.8

KM 44.0

KM 45.0 KM 46.0

KM 47.0

KM 48.0

KM 49.0

KM 50.0

KM 51.0

KM 52.0

KM 53.0

KM 54.0

KM 55.0

AVE. PR

ESA

2 2

BARCELONETA

ARECIBO

BARCELONETA

ARECIBO

O N

TS-12

TS-13

TS-13 TS-14 TS-14 TS-15

TS-15

TS-16

O N

55.4 55.5

55.6

55.7

55.8

55.9 56.0R

56.0L

56.1

56.2

56.3

56.4

56.5

56.6

56.7

56.8

56.9

57.0R

57.0L

57.1

57.2

57.3 57.4

57.5 57.6

57.7 57.8

57.9 58.0R

58.0L

58.1 58.2

58.3 58.4

58.5

58.6

58.7

58.8

58.9

59.059.0

59.1

59.2

59.3

59.4

59.5

59.6

59.7

59.8

59.9

60.0R

60.0L 60.1

60.2

60.3

60.4

60.5

60.6

60.7

60.8

60.9

61.0R

61.0L 61.1

61.2

61.3

61.4

61.5

61.6

61.7

61.8

61.9

62.0R

62.0L 62.1

62.2

62.3

62.4

62.5

62.6

62.7

62.8

62.9

63.0R

63.0L 63.1

63.2

63.3

63.4

63.5

63.6

63.7

63.8 63.9

64.0R

64.0L

64.1

64.2

64.3

64.4 64.5

64.6

64.7

64.8

64.9

65.0R

65.0L

65.1

65.2

65.3

65.4

65.5

65.6

65.7

65.8

65.9

66.0R

66.0L 66.1

66.2 66.3

66.4

66.5

66.6

66.7

66.8

66.9

67.0R

67.0L 67.1

67.2

67.3

67.4

67.5

67.6 67.7

67.8 67.9

68.0R

68.0L 68.1

68.2

68.3 68.4

68.5

55.4 55.5

55.6

55.7

55.8

55.9 56.0R

56.0L

56.1

56.2

56.3

56.4

56.5

56.6

56.7

56.8

56.9

57.0R

57.0L

57.1

57.2

57.3 57.4

57.5 57.6

57.7 57.8

57.9 58.0R

58.0L

58.1 58.2

58.3 58.4

58.5

58.6

58.7

58.8

58.9

59.059.0

59.1

59.2

59.3

59.4

59.5

59.6

59.7

59.8

59.9

60.0R

60.0L 60.1

60.2

60.3

60.4

60.5

60.6

60.7

60.8

60.9

61.0R

61.0L 61.1

61.2

61.3

61.4

61.5

61.6

61.7

61.8

61.9

62.0R

62.0L 62.1

62.2

62.3

62.4

62.5

62.6

62.7

62.8

62.9

63.0R

63.0L 63.1

63.2

63.3

63.4

63.5

63.6

63.7

63.8 63.9

64.0R

64.0L

64.1

64.2

64.3

64.4 64.5

64.6

64.7

64.8

64.9

65.0R

65.0L

65.1

65.2

65.3

65.4

65.5

65.6

65.7

65.8

65.9

66.0R

66.0L 66.1

66.2 66.3

66.4

66.5

66.6

66.7

66.8

66.9

67.0R

67.0L 67.1

67.2

67.3

67.4

67.5

67.6 67.7

67.8 67.9

68.0R

68.0L 68.1

68.2

68.3 68.4

68.5

KM 57.0

KM 58.0

KM 59.0 KM 60.0 KM 61.0 KM 62.0 KM 63.0

KM 64.0

KM 65.0

KM 66.0 KM 67.0

KM 68.0

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

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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# 17217-1

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

JVP

AutoCAD SHX Text 10/09/2019

AutoCAD SHX Text

17217-1B\GR-04.DWG

AutoCAD SHX Text

AutoCAD SHX Text 1:15,000

MMM

ORIENTAL

FIRST

BANK

GLOBAL

MATTRESS

AUTO

PAWN

JAVIER

AUTO AIR

FEDEX

SERVICE CENTER

CALLE DO

THY BO

URKE

ESCUELA

DOLORES GOMEZ

DE ROMAN

DENNY'S

HONDA DE

ARECIBO

DYNO

GAS

CARIBBEAN

CINEMAS

MAPFRE

UNIVERSIDAD

INTERAMERICANA

USPS

ICPR

JUNIOR

COLLEGE

BPPR

BURGER

KING

CHURCH'S

CHICKEN

TOTAL

PLAZA DEL ATLANTICO

UNIVERSIDAD

INTERAMERICANA

TACO BELL &

PIZZA HUTHOSPITAL

DOCTORS CENTER

WENDY'S

VISTA AZUL

SHOPPING CENTER

KIA

REFRICENTRO

FRESENIUS

LABORATORIO

TOLEDO II

CFSE

TONY'S

PIZZA WORLD SHELL

PUMA

CVS

CEMENTERIO

MUNICIPAL

FUNERARIA

RAMOS

FERRETERIA

MIRAMAR

TOTAL

FUNERARIA

SAN LUIS

SANCHO

BAKERY

ARECIBO

MEDICAL

PLAZA

SHELL

AVE. EUGENIO MARIA DE HOSTOS

AVE. BORINQUEN

J O

ACAA

AUTOZONE

CALLE CAPITAN ABREU

BURGER

KING

CHURCH'S

CHICKEN

KFC

TOTAL

PUMA

CALL

E C

RIS

BAL C

OLO

CALLE M

AGALLANES

AVE. JOSE DE DIEGO

C O

J U

D O

A . M

O N

R O

FARMACIA

DEL CARMEN

PET & AGRO

BELLA MASCOTA

SHELL

COMERCIAL HNOS.

BARRETO

THE BATTERY RECYCLING

CORP.

LANDESIGNS

D O

G O

PUMA

BURGER

KING

Mc. DONALD'S

COOP.

ZENO GANDIA

BPPR

AEROPUERTO

REGIONAL

ANTONIO NERY JUARBE POL

TOYOTA

PUMA

SUPERMERCADOS

ECONO

UPS

LA CASA DE

LA QUINCEAÑERA

PANADERIA

BORIPAN

COLMADO

LOS PINOS GEORGE'S

BBQ

PLAVICA

COOPACA

GOOD CARE

PHARMACY

PUMA

ARECIBO

INN

CARICO

ARECIBO

LABORATORIO

CLINICO

DEL ROSARIO

COVERS

ATG

ARECIBO

TS-16

TS-17

TS-18

TS-19

TS-20 TS-20

KM 68.0

67.8

67.9

68.0R

68.0L

68.1 68.2

68.3

68.4

68.5

68.6

68.7

68.8

68.9 69.0R

69.0L

69.1 69.2

69.3

69.4

69.5 69.6

69.7 69.8

69.9 70.0R

70.0L

70.1 70.2

70.3 70.4

70.5

70.6

70.7

70.8

70.9

71.0R

71.0L

71.1

71.2

71.3

71.4

71.5 71.6

71.7

71.8

71.9

72.0R

72.0L

72.1

72.2

72.3

72.4

72.5

72.6

72.7

72.8

72.9

73.0R

73.0L

73.1

73.2

73.3

73.4

73.5

73.6

73.7

73.8

73.9

74.0R

74.0L

74.1

74.2

74.3

74.4

74.5

74.6

74.7

74.8

74.9

75.0R

75.0L

75.1

75.2

75.3

75.4

75.5

75.6

75.7

75.8

75.9

76.0R

76.0L

76.1

76.2

76.3

76.4

76.5

76.6

76.7

76.8

76.9

77.0R77.0L

77.1

77.2

77.3

77.4

77.5

77.6

77.7

77.8

77.9

78.0R 78.0L

78.1

78.2

78.3

78.4

78.5

78.6

78.7 78.8

78.9 79.0R

79.0L 79.1

79.2

79.3 79.4

79.5 79.6

79.7

79.8

79.9 80.080.0

80.1 80.2

80.3 80.4

80.5

80.6 80.7

80.8 80.9

81.0R

81.0L

81.1

81.2

81.3

81.4

81.5

81.6 81.7

81.8

KM 69.0

KM 70.0

KM 71.0

KM 72.0

KM 73.0

KM 74.0

KM 75.0

KM 76.0

KM 77.0

KM 78.0

KM 79.0

KM 80.0 KM 80.1

E M

TERRAZOS & AZULEJOS

WALGREENS

CHURCH'S

CHICKEN

TONY'S

BBQ

CENTRO DE

CLARO

TICTAC

BOUTIQUECAMUYCOOP

TOTAL

ESCUELA

RALPH W. EMERSONPANADERIA

EL CAFETAL

EL OLIMPICO

WENDY'S

BURGER

KING

FARMACIA

SAN

JOSE

101 JOHNNY'S

POOL

SHELL

JMALUMINUM

SUPERMERCADOECONO

Mc. DONALD'S

ISLANDFINANCE

BOTESDEL NORTE

PARADISECERAMICS

VIVEROZAIDA

C R

ESPO

FERRETERIA

AMADOR - ACE

SHELL

FERRETERIA

AMADOR - ACE

CEMENTERIO

MUNICIPAL

RECICLAJE

DEL NORTE

HATILLO

TOWN CENTER

WALGREENS

PIZZA

HUT

KFC

Mc. DONALD'S

PUMA

ESTACION DE

BOMBEROS

CAFETAL

CALLE MANUEL ALCAIDE

COMPLEJO

DEPORTIVO DE HATILLO

HATILLO

KASH & KARRY

ASCEL

MESON

BURGER

KING

CHURCH'S

CHICKEN

WENDY'S

GATSBYAUTOZONEBPPR

FUNERARIA

AMADOR

TOYOTA HYUNDAI

MITSUBISHI

AUTO STOP

POLICIAMUNICIPAL

PUERTO RICOQUICK LUBE

SUZUKIPARTS SERVICE

UNIVERSALINSURANCEFARMACIAEL NORTE

METRO PAVIACLINIC

CASA FEBUS

PUMA

BORINQUEN

CHURCH'SCHICKEN

TITLE LOANS

CASASBORINCANAS

WALMART

SUPERCENTER

DON KIKE'SBBQ

POPEYES

THE HOME DEPOT

ELBUENCAFE

SAM'S CLUB

ELBUENCAFE

HOTEL

URB.COSTA NORTE

CERAMICTILE OUTLET

COOPERATIVA

DE SEGUROS MULTIPLES

Mc. DONALD'S

CABRERAAUTO

PEP BOYS

ADVANCE

AUTO PARTS

PLAZA DEL NORTE

KFC

PONDEROSA

ROGERELECTRIC

MMM

ORIENTAL

FIRSTBANK

GLOBAL

MATTRESS

AUTOPAWN

JAVIERAUTO AIR

FEDEX

SERVICE CENTER

DENNY'S

HONDA DE

ARECIBO

DYNOGAS

CARIBBEAN

CINEMAS

INTERAMERICANA

CAMUY

HATILLO

CAMUY

HATILLO

CAMUY

ARECIB

HATIL

TS-20

TS-21

TS-22 TS-22

TS-23 TS-23

TS-24 TS-24

HATILL

U Y

81.0L

81.1

81.2

81.3

81.4

81.5

81.6

81.7

81.8

81.9

82.0R

82.0L

82.1

82.2

82.3

82.4

82.5

82.6

82.7

82.8 82.9

83.0R

83.0L

83.1

83.2

83.3

83.4

83.5

83.6

83.7

83.8 83.9

84.0L

84.0R 84.1

84.2 84.3

84.4 84.5

84.6

84.7

84.8

84.9

85.0R

85.0L

85.1

85.2 85.3

85.4 85.5

85.6 85.7

85.8 85.9

86.0L

86.0R

86.1

86.2 86.3

86.4

86.5

86.6

86.7 86.8

86.9 87.087.0

87.1 87.2

87.3

87.4

87.5

87.6

87.7

87.8

87.9

88.0R

88.0L 88.1

88.2

88.3

88.4

88.5

88.6

88.7

88.8

88.9

89.0R

89.0L 89.1

89.2

89.3 89.4

89.5 89.6

89.7

89.8

89.9

90.0R

90.0L 90.1

90.2

90.3

90.4

90.5

90.6

90.7

90.8

90.9

91.0R

91.0L 91.1

91.2

91.3

91.4

91.5

91.6

91.7

91.8

91.9

92.0R

92.0L

92.1

92.2

92.3

92.4 92.5

92.6

92.7

92.8

92.9

93.0R

93.0L 93.1

93.2

93.3

93.4

93.5

93.6

93.7

93.8

93.9 94.0R

94.0L

94.1 94.2

94.3 94.4

94.5 94.6

94.7

KM 80.1

KM 82.0

KM 83.0

KM 84.0

KM 85.0

KM 86.0

KM 87.0 KM 88.0 KM 89.0

KM 90.0 KM 91.0

KM 92.0

KM 93.0

KM 94.0

HONDAAUTO PARTS

GULF

MOTORCYCLE

FERRETERIAALVAREZ

PANADERIAEL CAFETAL

STEEL &

PIPES

COOPERATIVASAN RAFAEL

QUEBRADILLASMEDICAL CENTER

FARMACIAGLORIANA

HOSPITALVETERINARIO

ROSA'S

ALUMINUM

DON KIKE'S

BBQ

EL NUEVO

MILENIO

NEW

GENERATION

BODY SHOP

TOTAL

AUTO NORT

QUICK LUBE

QUEBRADILLAS

CAMUY

U Y

Q U

TS-24

TS-25

U Y

Q U

94.2

94.3 94.4

94.5 94.6

94.7 94.8

94.9

95.0R

95.0L

95.1

95.2

95.3 95.4

95.5 95.6

95.7 95.8

95.9

96.0R

96.0L

96.1

96.2

96.3

96.4

96.5

96.6 96.7

96.8

96.9

97.0R

97.0L

97.1

97.2 97.3

97.4

97.5

97.6

97.7

97.8 97.9

KM 94.0

KM 95.0

KM 96.0

KM 97.0

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

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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# 17217-1

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

JVP

AutoCAD SHX Text 10/10/2019

AutoCAD SHX Text

17217-1B\GR-05.DWG

AutoCAD SHX Text

AutoCAD SHX Text 1:15,000

MEDIAN

EXISTING

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

TYPICAL SECTION

FROM KM. 16.40 TO KM. 16.60

SCALE: 1:100

EXISTING EXISTING

L PR-2C

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 40.80 TO KM. 41.20

SCALE: 1:100

EXISTING EXISTING

L PR-2C

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

ROADWAY

VARIES

SIDEWALK

CL MARGINAL

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 30.00 TO KM. 30.20

SCALE: 1:100

EXISTING EXISTING

L PR-2C

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

SIDEWALK

CL MARGINAL

FROM KM. 17.60 TO KM. 19.10

FROM KM. 20.00 TO KM. 20.40

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

0.60

VARIESBERMEXISTING ROADWAY

VARIES

EXISTING

SHOULDER

TYPICAL SECTION

CL PR-2

FROM KM. 22.40 TO KM. 22.70

0.60

VARIES BERM

EXISTING EXISTING

SCALE: 1:100

MEDIAM

VARIES

FROM KM. 22.70 TO KM. 23.30

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 80.10 TO KM. 81.10

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

CL MARGINALCL MARGINAL

FROM KM. 16.75 TO KM. 17.60

FROM KM. 19.10 TO KM. 20.00

FROM KM. 20.40 TO KM. 20.70

FROM KM. 30.20 TO KM. 32.00

FROM KM. 32.30 TO KM. 33.00

FROM KM. 37.80 TO KM. 38.20

FROM KM. 16.60 TO KM. 16.75

FROM KM. 32.00 TO KM. 32.30

FROM KM. 38.80 TO KM. 39.70

FROM KM. 41.20 TO KM. 41.40

FROM KM. 43.40 TO KM. 43.60

FROM KM. 46.10 TO KM. 46.50

FROM KM. 46.70 TO KM. 47.00

FROM KM. 47.20 TO KM. 47.90

FROM KM. 50.10 TO KM. 50.90

FROM KM. 58.30 TO KM. 59.90

FROM KM. 66.60 TO KM. 67.20

FROM KM. 79.80 TO KM. 80.10

FROM KM. 25.20 TO KM. 25.60

FROM KM. 38.20 TO KM. 38.80

FROM KM. 47.90 TO KM. 50.10

FROM KM. 81.10 TO KM. 81.80

FROM KM. 81.80 TO KM. 82.40

FROM KM. 84.90 TO KM. 86.70

FROM KM. 86.70 TO KM. 87.40

FROM KM. 87.40 TO KM. 87.70

FROM KM. 34.30 TO KM. 37.40

FROM KM. 23.45 TO KM. 25.20

FROM KM. 51.00 TO KM. 52.25

EXISTING R.O.W. MIN. 26.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING R.O.W. MIN. 32.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING R.O.W. MIN. 28.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING R.O.W. MIN. 29.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING R.O.W. MIN. 34.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

FROM KM. 82.40 TO KM. 84.20

FROM KM. 67.20 TO KM. 75.00

FROM KM. 43.90 TO KM. 46.10

FROM KM. 37.50 TO KM. 37.80

FROM KM. 25.60 TO KM. 30.00FROM KM. 20.70 TO KM. 22.40

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 33.00 TO KM. 34.30

FROM KM. 52.25 TO KM. 53.60

FROM KM. 87.70 TO KM. 88.00

FROM KM. 53.95 TO KM. 55.20

EXISTING R.O.W. MIN. 29.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK SIDEWALKEXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 39.70 TO KM. 40.80

FROM KM. 84.20 TO KM. 84.90

EXISTING R.O.W. MIN. 39.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

MEDIAN

EXISTING

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 41.40 TO KM. 43.40

SCALE: 1:100

EXISTING EXISTING

L PR-2C

SIDEWALK SIDEWALK

FROM KM. 43.60 TO KM. 43.90

FROM KM. 46.50 TO KM. 46.70

FROM KM. 47.00 TO KM. 47.20

FROM KM. 65.00 TO KM. 66.60

EXISTING R.O.W. MIN. 27.00M(VARIABLE)

EXISTING

ROW EXISTING

ROW

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 x

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

AutoCAD SHX Text x

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

FRIVERA

AutoCAD SHX Text 05/14/2019

AutoCAD SHX Text

17217-1B\GR-06.DWG

AutoCAD SHX Text

EXISTING EXISTING

L PR-2C

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 55.20 TO KM. 58.30

FROM KM. 59.90 TO KM. 65.00

CL PR-2

TYPICAL SECTION

FROM KM. 53.60 TO KM. 53.95

SCALE: 1:100

EXISTING ROADWAY

VARIES

0.96 EXISTING ROADWAY

VARIES

EXISTING EXISTING

FROM KM. 23.30 TO KM. 23.45

FROM KM. 37.40 TO KM. 37.50

FROM KM. 50.90 TO KM. 51.00

FROM KM. 75.00 TO KM. 76.00

EXISTING EXISTING

L PR-2C

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 76.00 TO KM. 79.00

SIDEWALK

FROM KM. 79.00 TO KM. 79.80

EXISTING R.O.W. MIN. 16.00M(VARIABLE)

EXISTING

ROW EXISTING

ROW

0.4250.425

EXISTING

ROW

EXISTING

ROW

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 x

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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# 17217-1

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text

UNIT 2

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

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

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text

USER:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

SEQUENCE:

AutoCAD SHX Text

FRIVERA

AutoCAD SHX Text 05/14/2019

AutoCAD SHX Text

17217-1B\GR-07.DWG

AutoCAD SHX Text

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 NO. MPT-23 OF

THE PRHTA STANDARD DRAWINGS, REV. JUNE 2012.

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…

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File details come from the government source that posted it. Updated Nov 24, 2020.