Plans_Sch A_PR-2 Unit 1.pdf

PDF 10 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 solicitation seeks sealed bids from certified small business concerns for a signs and safety repairs project across multiple municipalities in Puerto Rico. The project consists of repairing signs and guardrails damaged by Hurricanes Irma and Maria on PR-1, PR-2 and PR-3 highways, and includes work such as installing new traffic sign assemblies, guardrails, end-terminals, bridge transitions, demolition and removal of old signs and guardrails, temporary traffic control, and other miscellaneous tasks. The total cost of the project is expected to exceed $10,000,000 and will be split into multiple schedules. Bids are due by the date specified in the solicitation to be issued on or around November 24, 2021. The solicitation is released by the U.S. Department of Transportation Federal Highway Administration.

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UNIT-1

FROM KM 0.00 TO KM 16.50

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

TRAFFIC SIGNING PLAN

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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

AutoCAD SHX Text 06/28/2019

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17217-1A\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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FINAL PLAN

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INDEX OF DRAWINGS

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UNIT 1

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SHEET

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FISCAL

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HIGHWAY

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ISLAND

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MUNICIPALITIES

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TOTAL

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FED. AID HWAY

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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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YEAR

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SHEETS

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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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TYPICAL SECTIONS

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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 TYPICAL APPLICATIONS DIAGRAMS

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MOT-06

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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 TABLES

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TS-01

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TRAFFIC SIGNING FROM KM. 0.0 TO KM. 3.2

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TS-02

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TRAFFIC SIGNING FROM KM. 3.2 TO KM. 6.5

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TS-03

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TRAFFIC SIGNING FROM KM. 6.5 TO KM. 9.7

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TS-04

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TRAFFIC SIGNING FROM KM. 9.7 TO KM. 13.1

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TS-05

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TRAFFIC SIGNING FROM KM. 13.1 TO KM. 16.5

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TS-06

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SIGN DATA SHEET

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TS-07

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SIGN DATA SHEET

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TS-08

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SIGN DATA SHEET

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TS-09

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SIGN DATA SHEET

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TS-10

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SIGN DATA SHEET

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TS-11

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SIGN DATA SHEET & TABLE OF KILOMETER AND HECTOMETER POST MARKERS

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TS-12

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GUIDE SIGN DETAILS

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TS-13

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GUIDE SIGN DETAILS

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TS-14

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ROUTE MARKERS SIGN DESING

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.

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IDENTIFY IF REQ.

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IDENTIFY IF REQ.

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IDENTIFY TYPE, ETC.

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IDENTIFY

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IDENTIFY

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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

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BARBED WIRE FENCE

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TOP OF CUT

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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.

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TRUE

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IDENTIFY ROAD

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MAGNETIC

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MEAN HIGH WATER

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MEAN SEA LEVEL

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MON.

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MIN.

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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

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HYD.

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HOR.

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INV.

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GRD.

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MAX.

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MH.

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LT.

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LEFT

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JUNCTION BOX

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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

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EXIST.

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F. TO F.

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EXT.

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EXP.

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FWD.

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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

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W.MTR.

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UG.

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VERT.

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BITUMINOUS CONCRETE

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CONTROL OF ACCESS

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CORRUGATED METAL

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CORRUGATED METAL PIPE

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BITUMINOUS COATED CORRUGATED METAL PIPE

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CURVE TO SPIRAL

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CU.M.

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DIA.

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DEG.

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CULV.

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E. TO E.

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DIMENSION

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DRAWING

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ELEVATION

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END TO END

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EXCAVATION

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ESTIMATE

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ENGINEER

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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

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BIT. CONC.

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BLDG.

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COM.

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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.

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SG.

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SQ.M.

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STA.

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SW.

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SHDR.

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SAN. S.

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RD.

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RDWAY.

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RT.

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RET.

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RR.

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PROP.

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%%UL E G E N D :

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SPOT ELEVATION

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SURVEY MONUMENT

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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

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IDENTIFY

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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.

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ASPH.

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ASB.

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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.

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PCC.

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PVMT.

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4 - NORTH ARROW INDICATION POINTS TO TRUE NORTH.

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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

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

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

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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

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PUERTO RICO AQUEDUCT AND SEWER AUTHORITY AND CABLE TV .

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

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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

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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.

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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

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PERMIT IN ACCORDANCE WITH THE ENVIRONMENTAL QUALITY BOARD REGULATIONS.

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

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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

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17217-1A\GR-02.DWG

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NTS

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LAMBERT PROJECTION.

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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

AutoCAD SHX Text

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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FINAL PLAN

AutoCAD SHX Text 08/28/20

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GENERAL NOTES & LEGEND

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UNIT 1

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SHEET

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FISCAL

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HIGHWAY

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ISLAND

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MUNICIPALITIES

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TOTAL

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FED. AID HWAY

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A.C. PROJECT

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ISLANDWIDE

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PR-2

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AC-801578

AutoCAD SHX Text ORACLE No.

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ER-9999(286)

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YEAR

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SHEETS

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PR-2

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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

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VEGA ALTA

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BAYAMON

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GUAYNABO

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SAN JUAN

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TOA BAJA

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%%UMUNICIPAL CODE FOR SIGN LOCATION.

P O

N C

E D

O N

AVE. ROBERTO H. TODD

CALLE ALDEA

EXP. R

BALD

TY D

E C

ASTR

J U

N C

O S

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C H

AS C

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ALLE JO

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AVE. F.D. ROOSEVELT

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AVE. LUIS VIGOREAUX

CALLE C

CALLE TRUJILLO

ALLE BR

AEG

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CALL

E D

R. R

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COLECTORA CENTRAL MAIN

EXP. JOSE DE DIEGO

B.P.P.R.

PLAZOLETA DEL CONDADO

M O

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CLUB MAYA

ESCUELA

JOSÉ M. LABRA

MUSEO DE ARTE

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CHINA

SUN

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DE TELECOMUNICACIONES

WALGREENS

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SAN JUAN

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GUAYNABO

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GUAYNABO

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0.0L

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0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9 1.0R

1.0L

1.1

1.2

1.3

1.4 1.5

1.6

1.7

1.8

1.9

2.02.0 2.1

2.2

2.3

2.4 2.5

2.6 2.7

2.8 2.9

3.0R

3.0L

3.1

3.2 3.3

3.4 3.5

3.6

3.7

3.8

3.9

4.0R

4.0L

4.1

4.2

4.3

4.4

4.5

4.6

4.7

4.8 4.9 5.05.0

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5.4

5.5

5.6

5.8 5.9

6.0R

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6.4

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6.6

6.7

6.8

6.9

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7.3

7.4

7.5

7.6

7.7

7.8

7.9

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8.3

8.4

8.5

8.6

8.7

8.8

8.9

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9.2

0.0R

KM 0.0

KM 1.0

KM 2.0

KM 3.0

KM 4.0

KM 5.0

KM 6.0

KM 7.0

KM 8.0

KM 9.0

CALLE SAN MARTIN

AVE. F.D. ROOSEVELT

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CALLE TRUJIL

CALLE BRAEGGER

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A BAJA

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A BAJA

TOA ALTA

TOA BAJA

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5.6

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6.0 R

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6.4

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6.6

6.7

6.8

6.9

7.0R

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7.1

7.2

7.3

7.4

7.5

7.6

7.7

7.8

7.9

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8.1 8.2

8.3

8.4

8.5

8.6

8.7

8.8

8.9 9.0R

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9.1 9.2

9.3

9.4

9.5

9.6

9.7

9.8

9.9 10.0R

10.0L

10.1 10.2

10.3

10.4

10.5

10.6

10.7

10.8

10.9

11.0R

11.0L 11.1

11.2

11.3

11.4

11.5

11.6

11.7

11.8

11.9

12.0R

12.0L 12.1

12.2

12.3

12.4

12.5

12.6 12.7

12.8

12.9

13.013.0

13.1 13.2

13.3 13.4

13.5

13.6

13.7

13.8

13.9

14.014.0

14.1

14.2

14.3

14.4

14.5

14.6

14.7

14.8 14.9

15.0R

15.0L

15.1

15.2 15.3

15.4

15.5 15.6

15.7

15.8

15.9

16.0R

16.0L

16.1 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

KM 6.0

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

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

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SCALE:

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DATE

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PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

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SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2

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HURRICANE MARÍA RECOVERY EFFORTS

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

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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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FINAL PLAN

AutoCAD SHX Text 08/28/20

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KEY PLAN

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UNIT 1

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SHEET

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FISCAL

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HIGHWAY

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ISLAND

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MUNICIPALITIES

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TOTAL

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FED. AID HWAY

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A.C. PROJECT

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ISLANDWIDE

AutoCAD SHX Text

PR-2

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AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

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YEAR

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SHEETS

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AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

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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

AutoCAD SHX Text 10/10/2019

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17217-1A\GR-03.DWG

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AutoCAD SHX Text 1:15,000

EXISTING EXISTING

L PR-2C

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 0.10 TO KM. 1.05

SIDEWALK

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK SIDEWALKEXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 0.00 TO KM. 0.10

EXISTING ROADWAY

VARIES

0.60

VARIESBERMEXISTING ROADWAY

VARIES

TYPICAL SECTION

CL PR-2

FROM KM. 1.05 TO KM. 1.50

0.60

VARIES BERM

EXISTING EXISTING

SCALE: 1:100

TYPICAL SECTION

FROM KM. 1.50 TO KM. 1.75

SCALE: 1:100

L PR-2

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

EXISTING EXISTING

CL PR-2

TYPICAL SECTION

FROM KM. 1.75 TO KM. 2.05

SCALE: 1:100

EXISTING ROADWAY

VARIES

0.96 EXISTING ROADWAY

VARIES

EXISTING EXISTING

FROM KM. 3.00 TO KM. 3.80

FROM KM. 9.90 TO KM. 10.10

FROM KM. 12.85 TO KM. 13.20

FROM KM. 11.20 TO KM. 11.60

MEDIAM

VARIES

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

EXISTING R.O.W. MIN. 25.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXIST.

ROW

EXIST.

ROW

EXISTING

SHOULDER

EXISTING

SHOULDER

0.425

0.4250.425 0.425

0.425

TYPICAL SECTION

FROM KM. 1.50 TO KM. 1.75

SCALE: 1:100

L PR-2

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

EXISTING EXISTING

0.425 0.425

SIDEWALKSIDEWALK

CL PR-2

TYPICAL SECTION

FROM KM. 1.75 TO KM. 2.05

SCALE: 1:100

EXISTING ROADWAY

VARIES

0.96 EXISTING ROADWAY

VARIES

EXISTING EXISTING

SIDEWALK SIDEWALK

EXISTING EXISTING

L PR-2C

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

SIDEWALKREVERSIBLE LANE

VARIES

TYPICAL SECTION

FROM KM. 6.60 TO KM. 8.30

SCALE: 1:100

EXISTING R.O.W. MIN. 21.00M(VARIABLE)

EXISTING

ROW EXISTING

ROW

CL PR-2

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 4.10 TO KM. 4.50

SCALE: 1:100

CL MARGINAL

EXISTING ROADWAY

VARIES

EXISTING EXISTING

CL MARGINAL

EXISTING ROADWAY

VARIES

SIDEWALK

EXISTING R.O.W. MIN. 49.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

SIDEWALK

CL PR-2

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

0.60

VARIES EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

0.60

VARIES

TYPICAL SECTION

FROM KM. 2.05 TO KM. 3.00

SCALE: 1:100

CL MARGINAL

EXISTING ROADWAY

VARIES

EXISTING EXISTING

FROM KM. 3.80 TO KM. 4.10

EXISTING R.O.W. MIN. 49.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

SIDEWALK

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

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

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

USER:

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DATE:

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FILE:

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SEQUENCE:

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FRIVERA

AutoCAD SHX Text 05/14/2019

AutoCAD SHX Text

17217-1A\GR-04.DWG

AutoCAD SHX Text

%%UNOTES:

FOR TYPICAL SECTIONS GENERAL NOTES SEE GR-05

EXISTING EXISTING

L PR-2C

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

SIDEWALKREVERSIBLE LANE

VARIES

TYPICAL SECTION

FROM KM. 8.30 TO KM. 8.50

SCALE: 1:100

SIDEWALK MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

EXISTING EXISTING

L PR-2C

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

REVERSIBLE LANE

VARIES

TYPICAL SECTION

FROM KM. 8.50 TO KM. 9.20

SCALE: 1:100

VARIES MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

VARIESMEDIAN

VARIES

EXISTING

ROADWAY

VARIES

EXISTING EXISTING

L PR-2C

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

REVERSIBLE LANE

VARIES

TYPICAL SECTION

FROM KM. 9.20 TO KM. 9.80

SCALE: 1:100

VARIES VARIESMEDIAN

VARIES

EXISTING

ROADWAY

VARIES

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK SIDEWALKEXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM 10.10 TO KM. 10.70

MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 10.70 TO KM. 10.90

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

FROM KM 11.60 TO KM. 12.20

FROM KM. 12.50 TO KM. 12.85

CL MARGINAL CL MARGINAL

CL MARGINAL

CL MARGINALCL MARGINAL

CL MARGINAL

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

EXISTING R.O.W. MIN. 30.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXISTING

ROW

EXISTING R.O.W. MIN. 40.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

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

EXISTING

ROW

EXISTING

ROW

SCALE: 1:100

EXISTING EXISTING

L PR-2C

MEDIAN

VARIES

SIDEWALK EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

SCALE: 1:100

FROM KM. 12.20 TO KM. 12.50

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

SIDEWALK

CL MARGINAL

EXISTING R.O.W. MIN. 30.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

MEDIAN

EXISTING

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

EXISTING ROADWAY

VARIES

EXISTING

SHOULDER

TYPICAL SECTION

FROM KM. 13.20 TO KM. 14.40

SCALE: 1:100

EXISTING EXISTING

L PR-2C

FROM KM. 15.90 TO KM. 16.40

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

EXISTING

ROW

EXISTING

ROW

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 14.40 TO KM. 15.00

SCALE: 1:100

EXISTING EXISTING

L PR-2C

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

EXISTING

ROADWAY

VARIES

SIDEWALK

CL MARGINAL

EXISTING R.O.W. MIN. 30.00M(VARIABLE)

EXISTING

ROW

EXISTING

ROW

EXISTING

MEDIAN

EXISTING ROADWAY

VARIES

EXISTING ROADWAY

VARIES

TYPICAL SECTION

FROM KM. 15.00 TO KM. 15.90

SCALE: 1:100

EXISTING EXISTING

L PR-2C

SIDEWALK

GORE AREA

OR MEDIAN

VARIES

ROADWAY

VARIES

SIDEWALK

CL MARGINAL

EXISTING R.O.W. MIN. 30.00M(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

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

AutoCAD SHX Text

HURRICANE MARÍA RECOVERY EFFORTS

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

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

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FINAL PLAN

AutoCAD SHX Text 08/28/20

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TYPICAL SECTIONS

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UNIT 1

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SHEET

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FISCAL

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HIGHWAY

AutoCAD SHX Text P.R.

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ISLAND

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MUNICIPALITIES

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TOTAL

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FED. AID HWAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

ISLANDWIDE

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PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

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SHEETS

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

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USER:

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DATE:

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FILE:

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SEQUENCE:

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FRIVERA

AutoCAD SHX Text 05/14/2019

AutoCAD SHX Text

17217-1A\GR-05.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 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.

A. 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 10:00 AM TO

3:00 PM IN EASTBOUND DIRECTION AND 9:00 AM TO 2:00 PM IN WESTBOUND DIRECTION.

LEGEND:

TRAFFIC DRUMS (SPACING @ 5.00 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

TMA

X = CODE NUMBER

TEMPORARY CONSTRUCTION SIGN IDENTIFICATION

Y = LOCATION

X Y

CAUTION MODE

DOUBLE DIAMOND

FLAGGER

HIGHWAY

A B

120m. 120m.PR-2

120m.

DISTANCE BETWEEN SIGNS

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.

X (MOT-05) 7 AM TO 5 PM N/A

CARRIL

DERECHO

CERRADO

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

PHASE 2

I (MOT-02)

II (MOT-02)

III (MOT-03)

IV (MOT-03)

V (MOT-03)

PHASE 3 · REMOVAL OF TEMPORARY CONSTRUCTION

SIGNS.

X (MOT-05) 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

VI (MOT-04)

CARRIL

IZQUIERDO

CERRADO

REDUZCA

VELOCIDAD

VII (MOT-04)

VIII (MOT-05)

IX (MOT-05)

X (MOT-05)

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

NOT TO SCALE

CARRIL

DERECHO

CERRADO

REDUZCA

VELOCIDAD

1KM

ADELANTE

MPH

BUFFER

SPACE* (Mts.)

< 25

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

TAPER

LENGTH* (Mts.)

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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

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

AutoCAD SHX Text

CMA# 17217-1

AutoCAD SHX Text

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

MAINTENANCE OF TRAFFIC GENERAL NOTES AND CONSTRUCTION SCHEDULE

AutoCAD SHX Text

MOT

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UNIT 1

AutoCAD SHX Text

SHEET

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FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

TYPICAL APPLICATION DIAGRAM II

LANE CLOSURE

W O

R K

N D

B U

U D

T M

O T-

O U

TYPICAL APPLICATION DIAGRAM I

SHOULDER CLOSURE FOR INTERMEDIATE TERM

WORK IN URBAN EXPRESSWAYS

N D

B U

U D

T M

O T-

R (1

/3 )L

W O

R K

R O

W (C

O N

M O

D E)

EXISTING EDGE

OF ROADWAY

EXISTING EDGE

OF ROADWAY

O U

W O

R K

G E

O W

TYPICAL APPLICATION DIAGRAM III

SHOULDER CLOSURE FOR

BRIDGE TRANSITION MODULE

N D

B U

L O

N G

) S

S H

M O

T-

TEMPORARY CONCRETE

BARRIERS

BRIDGE TRANSITION OR

TRANSITION MODULE AND

BRIDGE PARAPET

RECONSTRUCTION

TEMPORARY

CRASH CUSHION

TYPE III, TL-3

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

NOT TO SCALE

AutoCAD SHX Text

REVISIONS

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SCALE:

AutoCAD SHX Text

DATE

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PUERTO RICO

AutoCAD SHX Text

ISLANDWIDE

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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

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

AutoCAD SHX Text

MOT

AutoCAD SHX Text

UNIT 1

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SHEET

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FISCAL

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HIGHWAY

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

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MUNICIPALITIES

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TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

150 MTS120 MTS 120 MTS

WORK AREA

MTS

150 M

120 MTS

150 MTS

MEDIAN MEDIAN

TYPICAL APPLICATION DIAGRAM IV

LANE CLOSURE BEYOND INTERSECTION

W O

R K

120 MTS15

120 MTS

150 MTS

30 MTS

TYPICAL APPLICATION DIAGRAM V

LANE CLOSURE IN ADVANCE OF INTERSECTION

150 MTS

N D

B U

U D

T M

O T-

120 MTS

150 MTS

W O

R K

120 MTS

150 MTS

TYPICAL APPLICATION DIAGRAM III

LANE CLOSURE IN ADVANCE OF INTERSECTION

N D

B U

U D

(L ) S

M O

T-

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

NOT TO SCALE

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

FINAL PLAN

AutoCAD SHX Text 08/28/20

AutoCAD SHX Text

MAINTENANCE OF TRAFFIC TYPICAL APPLICATIONS DIAGRAMS

AutoCAD SHX Text

MOT

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text P.R.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

MUNICIPALITIES

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

FED. AID HWAY

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

ISLANDWIDE

AutoCAD SHX Text

PR-2

AutoCAD SHX Text

AC-801578

AutoCAD SHX Text ORACLE No.

AutoCAD SHX Text

ER-9999(286)

AutoCAD SHX Text R019999578

AutoCAD SHX Text No.

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text C

AutoCAD SHX Text PROJECT No.

AutoCAD SHX Text CODE No.

AutoCAD SHX Text

TYPICAL APPLICATION DIAGRAM VII

WORK IN VICINITY OF AN EXIT RAMP

FLASHING

ARROW PANEL

TYPE III BARRICADE

FLASHING

ARROW PANEL

TYPE III BARRICADE

150 MTS

TYPE III BARRICADE

FLASHING

ARROW PANEL

TYPE III BARRICADE

PCMS-MESSAGES

CARRIL

DERECHO

CERRADO

1 KM

ADELANTE

REDUZCA

VEL

PCMS

150 M

1/ 3(

3( L)

150 MTS

R TA

1/ 3(

1/3(L) TAPER

SHOULDER

FLASHING

ARROW PANEL

PCMS

W O

R K

W O

R K

W O

R K

N D

B U

L O

N G

) S

S H

M O

T-

N D

B U

L O

N G

) S

S H

M O

T-

W O

R K

W O

R K

N D

B U

L O

N G

) S

S H

M O

T-

N D

B U

U D

T M

O T-

N D

B U

U D

T M

O T-

N D

B U

L O

N G

) S

S H

M O

T-

TYPICAL APPLICATION DIAGRAM VI

WORK IN VICINITY OF AN ENTRANCE RAMP

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

NOT TO SCALE

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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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FINAL…

This is the start of the file's text. The full file is on GovTribe.

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