Amendment 0001 Plans - AC-893579_HWY-264 - Full-Size.pdf

PDF 8 MB Posted

Attached to
Landslide Repairs in Morovis, Puerto Rico
Solicitation number
693C73-24-B-000015
Issued by

About this file

Written by GovTribe AI ·

This document is a solicitation for the Landslide Repairs in Morovis, Puerto Rico project. The project involves repairing landslides and washouts caused by Hurricanes Irma and Maria on PR-155 and PR-159 in the municipality of Morovis, Puerto Rico. The work includes embankment reconstruction, wall construction, drainage system installation, pavement work, and other miscellaneous tasks. The project is expected to cost between $10,000,000 and $15,000,000 and will be split into multiple work schedules/contract options. Bids will be accepted from certified Small Business Concerns only. The solicitation documents will be available on or about July 23, 2024, with a bid due date and location specified on the SF 1442. Prospective contractors must be registered in the System for Award Management (SAM) database at the time an offer is submitted. Questions should be submitted to eflhd.contracts@dot.gov.

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LOCATION PLAN

DATE

DATE

DATE

DATE

DATE

DATE

DR. ANGEL J. ALICEA RODRIGUEZ

LISSETTE LUGO COLON

MARIA I. AYALA RIVERA

DR. ANGEL J. ALICEA RODRIGUEZ

CARLOS A. LLOVERAS MATTEI

DR. EDWIN E. GONZALEZ MONTALVO, PE

HIGHWAY & TRANSPORTATION AUTHORITY

COMMONWEALTH OF PUERTO RICO

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF MOROVIS, PUERTO RICO

PR-155

A.C. CODE NO. 893579

ORACLE NO. R939999579

ER-HWY- 264 KM 45.50

LANDSLIDE AND ROAD DAMAGE EVALUATION

•••2

C M

A A

E

LL

C

SITE ER-HWY-264

PR-155, KM 45.50

X = 202753.995529 Y = 253317.418183

A R C H I T E C T S &

E N G I N E E R S LLC

1509 F.D. Roosevelt Ave.

Guaynabo, Puerto Rico

00968-2612 Tel: 787-792-1509

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

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MAYAGUEZ

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AGUADILLA

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SAN JUAN

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PONCE

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ARECIBO

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BAYAMON

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HUMACAO

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GUAYAMA

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CAROLINA

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SEQUENCE:

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FILE:

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DATE:

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USER:

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JVP

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18192-2\GR-01.DWG

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GRAPHIC SCALE

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PROJECT

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SUBMITTED:

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RECOMMENDED AND APPROVED:

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DIRECTOR, PROGRAMMING AND SPECIAL STUDIES AREA

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DIRECTOR, TRAFFIC ENGINEERING AND OPERATIONS AREA

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DIRECTOR, CONSTRUCTION AREA

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DIRECTOR, DESIGN AREA

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DIRECTOR, ESTIMATES AND BIDS OFFICE

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EXECUTIVE DIRECTOR

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SCHEDULE OF DRAWINGS

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%%USHEET NO.

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%%UDESCRIPTION

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TOTAL LENGTH OF PROJECT

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%%UDWG. NO.

AutoCAD SHX Text THESE PLANS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS INCLUDED IN THE CONTRACT BOOK.

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

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

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

AutoCAD SHX Text SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING, WITH THE STANDARD DRAWINGS, WITH

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%%UNOTE:

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HIGHWAY DESIGN CODE

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STRUCTURES DESIGN CODE

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DESIGN CLASS CODE (PRHTA GENERAL DESIGN STANDARS)

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FUNCTIONAL HIGHWAY CLASSIFICATION (AASHTO)

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FUNCTIONAL HIGHWAY CLASSIFICATION (PRHTA)

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CONTROL OF ACCESS (FULL, PARTIAL, NONE)

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NONE

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GENERAL DESIGN CRITERIA

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LOCAL

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P.R. HIGHWAY DESIGN MANUAL (1979), AASHTO "A POLICY GEOMETRIC DESIGN OF

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LOCAL RURAL ROAD

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AASHTO LRFD BRIDGE SPECIFICATION, 2012 AND INTERIMS

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HIGHWAYS AND STREET 2011

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%%UER-HWY-264 PR-155, KM 45.50

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GENERAL

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GR-01 - GR-09

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SOIL SURVEY PLAN AND BORING LOGS

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SS-01 - SS-02

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LAYOUT PLANS

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PP-01

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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EC-01

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P.R.A.S.A. UTILITIES PLAN

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UTW-01 - UTW-03

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TRAFFIC SIGNING & PAVEMENT MARKING

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TS-01 - TS-02

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CROSS SECTIONS

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CS-01 - CS-03

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ER-HWY-264 PR-155, (KM 45.50)

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MAINTENANCE OF TRAFFIC

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MOT-01 - MOT-05

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ROADSIDE DEVELOPMENT PLANS

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DRAINAGE PLAN & PROFILE

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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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MUNICIPALITY

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FED. AID HWAY

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RW

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MOROVIS

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PR-155

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WORK

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DESIGN

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DRAWING

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TRACED

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BY

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DATE

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AC-893579

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RCN9399579

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TELECOMMUNICATIONS UTILITIES PLAN

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UTT-01

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LAND ACQUISITION PLANS

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MOROVIS

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PREPARED BY

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DATE

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

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DATE

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

SOIL SURVEY PLAN AND BORING LOGS

SHEET NUMBER SHEET TITLE DRAWING TITLE

LAYOUT AND PAVEMENT PLAN

SHEET NUMBER SHEET TITLE DRAWING TITLE

DRAINAGE IMPROVEMENTS

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SOIL EROSION AND SEDIMENT CONTROL PLAN

SHEET NUMBER SHEET TITLE DRAWING TITLE

P.R.A.S.A. UTILITY PLANS

SHEET NUMBER SHEET TITLE DRAWING TITLE

TELECOMMUNICATIONS UTILITY PLANS

SHEET NUMBER SHEET TITLE DRAWING TITLE

TRAFFIC SIGNING & PAVEMENT MARKING

SHEET NUMBER SHEET TITLE DRAWING TITLE

CROSS SECTIONS

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ROADSIDE DEVELOPMENT PLANS

SHEET NUMBER SHEET TITLE DRAWING TITLE

LAND ACQUISITION PLANS

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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 10/22/2020

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18192-2\GR-02.DWG

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NTS

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITY

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TOTAL

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FED. AID HWAY

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RW

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REVISIONS

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PUERTO RICO

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MOROVIS

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MOROVIS

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PR-155

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FINAL CHECK

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WORK

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DRAWING

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TRACED

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BY

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

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INDEX OF DRAWINGS

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-264, HIGHWAY PR-155 KM 45.5

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GR

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AC-893579

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RCN9399579

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GR-01

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GR-02

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INDEX OF DRAWINGS

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GR-03

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GENERAL NOTES & LEGEND

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GR-04

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TYPICAL SECTIONS

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GR-06

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CENTERLINE GEOMETRY AND VERTEX DATA TABLES

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EXISTING CONDITION PLAN

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MOT-01

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GENERAL NOTES

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MAINTENANCE OF TRAFFIC - DETOUR (PR-155 - PR-618)

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SIGN DATA SHEET AND GUIDE SIGN DETAILS

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EROSION CONTROL PLAN

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P.R.A.S.A. WATER UTILITIES PLAN LEGEND AND NOTES

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P.R.A.S.A. WATER UTILITIES PLAN

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P.R.A.S.A. WATER UTILITIES DETAILS

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UTILITIES: TELECOMMUNICATIONS EXISTING FACILITIES

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TRAFFIC SIGNING AND PAVEMENT MARKING PLAN

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SIGN DATA TABLES, SIGN DETAILS & RAISED PAVEMENT MARKER DETAILS

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CROSS SECTIONS FROM STA 1+20.00 TO STA 2+80.00

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RIGHT OF WAY PLAN & PARCEL SUMMARY

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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AND GUY WIRE

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SIGNS, GROUND, MTD

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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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AutoCAD SHX Text M.B.

AutoCAD SHX Text L.P.

AutoCAD SHX Text L.

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LT.

AutoCAD SHX Text I.E.

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HW

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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.

AutoCAD SHX Text F.L.

AutoCAD SHX Text F.A.S.

AutoCAD SHX Text F.A.P.

AutoCAD SHX Text F.A.

AutoCAD SHX Text G.V.

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FWD.

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AutoCAD SHX Text G.

AutoCAD SHX Text F.

AutoCAD SHX Text E.

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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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AutoCAD SHX Text W/F

AutoCAD SHX Text W.V.

AutoCAD SHX Text W.W.

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W.MTR.

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AutoCAD SHX Text V.C.

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UG.

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VERT.

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BITUMINOUS CONCRETE

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CENTER TO CENTER

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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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AutoCAD SHX Text C.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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ELEV.

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DWY.

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DWG.

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DIM.

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EXC.

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EST.

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ENGR.

AutoCAD SHX Text C.

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DIMENSION

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DRIVEWAY

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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

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

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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.

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BLDG.

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CONC.

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COM.

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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.

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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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AutoCAD SHX Text T.G.

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SG.

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AutoCAD SHX Text T.S.

AutoCAD SHX Text T.

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SQ.M.

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STR.

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STA.

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SW.

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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.

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PROP.

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%%UL E G E N D :

AutoCAD SHX Text S Y M B O L

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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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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.

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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.

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PCC.

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PVMT.

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AutoCAD SHX Text O.D.

AutoCAD SHX Text (134

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USER:

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DATE:

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FILE:

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SEQUENCE:

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BRUIZ

AutoCAD SHX Text 10/10/2019

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18192-2\GR-03.DWG

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NTS

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SHEET

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FISCAL

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HIGHWAY

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YEAR

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ISLAND

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MUNICIPALITY

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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AutoCAD SHX Text PROJECT No.

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A.C. PROJECT

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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MOROVIS

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MOROVIS

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PR-155

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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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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

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GENERAL NOTES & LEGEND

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-264, HIGHWAY PR-155 KM 45.5

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GR

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AutoCAD SHX Text

AC-893579

AutoCAD SHX Text 9999(353)

AutoCAD SHX Text ROW Revision

AutoCAD SHX Text 09/14/22

AutoCAD SHX Text

RCN9399579

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4 - NORTH ARROW INDICATION POINTS TO TRUE NORTH.

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

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%%UGENERAL NOTES:

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

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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

AutoCAD SHX Text 3 - THE COORDINATE SYSTEM IS REFERRED TO THE STATE PLANE COORDINATE SYSTEM FOR PUERTO RICO AND THE U.S. VIRGIN ISLANDS NAD 83, EPOCH 2010, ADJUSTMENT 2011.

AutoCAD SHX Text 6 - ATTENTION IS CALLED TO ALL BIDDERS THAT THERE ARE UTILITIES INSTALLED IN THE CONSTRUCTION AREA OF THIS PROJECT, WHICH ARE THE PROPERTY OF THE FOLLOWING ENTITIES: P.R. TELEPHONE CO., PUERTO RICO ELECTRIC & POWER AUTHORITY, THE PUERTO RICO AQUEDUCT AND SEWER AUTHORITY AND CABLE TV .

AutoCAD SHX Text ALTHOUGH THOSE UTILITIES WERE SHOWN ON THE PLANS USING THE INFORMATION OBTAINED FROM THE RESPECTIVE OWNERS, THE CONTRACTOR SHALL EXERCISE UPMOST CARE NOT TO CAUSE ANY DAMAGE TO THESE UTILITIES AND SHALL COORDINATE WITH THE OWNERS OF SUCH UTILITIES FOR THE EXACT LOCATION OF THE SAME OR ANY OTHER THAT MIGHT BE IN THE AREA PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE VICINITY OF THESE UTILITIES.

AutoCAD SHX Text 7 - FOR STANDARD MODELS DRAWINGS, REFER TO THE STANDARD DRAWINGS BOOK ADOPTED BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY.

AutoCAD SHX Text 8 - EXISTING PAVEMENT AREAS THAT COULD BE AFFECTED DURING THE CONSTRUCTION SHALL BE REPAIRED. THIS WORK SHALL BE A SUBSIDIARY OBLIGATION UNDER SPEC. 401 AND ITS PAY ITEMS.

AutoCAD SHX Text 9 - ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO REMAIN, SHALL BE CLEANED AND IF NECESSARY, BE ADJUSTED TO THE NEW PROPOSED ELEVATIONS. THE COST FOR THIS WORK SHALL BE A SUBSIDIARY OBLIGATION FOR THE INSTALLATION OF NEW PIPES, SPEC. No. 603.

AutoCAD SHX Text 12 - THE CONTRACTOR SHALL NOTIFY THE PRHTA's SOILS ENGINEERING OFFICE (OIS) AT LEAST THREE (3) DAYS PRIOR TO COMPLETION OF EXCAVATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE DEPOSITED UNTIL THE SOIL BEARING CAPACITY IS VALIDATED BY A GEOTECHNICAL ENGINEER.

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

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

11 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING, SUBMITTING TO AND OBTAINING THE

Tel: 787-792-1509 E-mail: cma@cmapr.com www.cmapr.com

A R C H I T E C T S &

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AutoCAD SHX Text

EXISTING R.O.W.

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EXISTING R.O.W.

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PR-155, LINE 264

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%%UTYPICAL SECTION ER-HWY-264 PR-155, KM 45.50

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STA 1+07.01(PR-155, LINE 264) TO STA 1+76.48 (PR-155, LINE 264)

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EXISTING GROUND

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STA 1+69.28(PR-155, LINE 264) TO STA 1+82.69 (PR-155, LINE 264)

AutoCAD SHX Text 4:1

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STA 1+60.31(PR-155, LINE 264) TO STA 1+74.14 (PR-155, LINE 264)

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EXISTING R.O.W.

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EXISTING R.O.W.

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%%UTYPICAL SECTION ER-HWY-264 PR-155, KM 45.50

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STA 1+76.48(PR-155, LINE 264) TO STA 2+04.82(PR-155, LINE 264)

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EXISTING GROUND

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%%UTYPICAL SECTION ER-HWY-264 PR-155, KM 45.50

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STA 1+00.00(PR-155, LINE 264) TO STA 1+07.01 (PR-155, LINE 264)

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STA 2+87.78(PR-155, LINE 264) TO STA 3+29.00 (PR-155, LINE 264)

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EXISTING GROUND

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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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MUNICIPALITY

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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A.C. PROJECT

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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MOROVIS

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MOROVIS

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PR-155

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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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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

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TYPICAL SECTIONS

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-264, HIGHWAY PR-155 KM 45.5

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GR

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AutoCAD SHX Text

AC-893579

AutoCAD SHX Text 9999(353)

AutoCAD SHX Text ROW Revision

AutoCAD SHX Text 09/14/22

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RCN9399579

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SEQUENCE:

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FILE:

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DATE:

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USER:

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JVP

AutoCAD SHX Text 10/22/2020

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18192-2\GR-04.DWG

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%%ULEGEND:

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0.05 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX S(75)(12) (SPEC. 401)

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W-BEAM GUARDRAIL SINGLE FACE (SEE STD. DWG. MB) (WHERE APPLIES) (SPEC. 606)

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0.05 M. COLD MILLING (SPEC. 403)

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SAW CUT (SEE NOTE 2)

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0.10 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34) (SPEC. 401)

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0.20 M. LEAN CONCRETE BASE (SPEC. 305)

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%%UNOTES:

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CONCRETE PAVED WATERWAY TYPE "I" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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CONCRETE BARRIER TYPE BRIDGE PARAPET (SEE DWG. GR-05) (SPEC. 610)

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BENCHING (SEE NOTE 5)

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CONCRETE PAVED WATERWAY TYPE "II" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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1. ALL WORK RELATED TO THE CUT SLOPE REGRADING SHALL BE ALL WORK RELATED TO THE CUT SLOPE REGRADING SHALL BE SUPERVISED BY ENGINEER. IF ANY IRREGULAR OR UNEXPECTED MATERIAL IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE CONTRACTOR UNDER HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34). 3. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE REQUIRED AGENCIES FOR ANY UTILITY RELOCATION PRIOR STARTING ANY CONSTRUCTION WORK. THE UTILITY LOCATION SHOWN IS ESTIMATED, THE CONTRACTOR SHALL PERFORM UTILITY SUBSURFACE EXPLORATION TO CONFIRM EXACT LOCATION. 4. THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) CANNOT BE TEMPORARY LOADED OR USED FOR ANY CONSTRUCTION STAGING AT ANYTIME. 5. BENCHING REQUIREMENTS SHALL BE DECIDED BY THE OBSERVING BENCHING REQUIREMENTS SHALL BE DECIDED BY THE OBSERVING ENGINEER, DEPENDING ON ACTUAL FIELD CONDITIONS. 6. SLOPE STABILITY ANALYSES LEAD TO A SAFETY FACTOR GREATER SLOPE STABILITY ANALYSES LEAD TO A SAFETY FACTOR GREATER THAN 1.5 FOR STATIC CONDITIONS AND 1.2 FOR SEISMIC ACCELERATION OF 0.20G. 7. THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A MONTHLY BASIS TO ALL NEW CUT AND EMBANKMENT SLOPES. AT THE DIRECTION OF THE ENGINEER SEEDING WILL BE REAPPLIED TO SLOPE PREVIOUSLY TREATED. 8. FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE IMPOSITION OF LIQUIDATED DAMAGES ON THE 35th CALENDAR DAY AFTER THE LAST APPLICATION. THE ENGINEER MAY WAIVE THE APPLICATION OF SEEDING TO ROCK CUTS AND ROCK EMBANKMENTS. 9. THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION UNDER SPEC-627 AN ELECTRONIC DEVICE FOR THE MEASUREMENT OF THE PH IN SOILS AND A TABLE FOR THE TREATMENT OF SOIL WITH AGRICULTURAL LIME.

AutoCAD SHX Text

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BORROW CLASS "B" (SPEC. 203)

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PERMANENT EROSION CONTROL BLANKET (SPEC. 210)

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SEEDING (WITHOUT MULCH) (SPEC. 627)

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BARBED WIRE FENCE TYPE "A" (SPEC. 607)

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PIPE SUPPORT (SEE DWG. GR-05) (SPEC. 616)

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CONCRETE PAVED WATERWAY TYPE "III" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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CONCRETE PAVED WATERWAY TYPE "IV" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

SCALE:

BARRIER TYPE BRIDGE PARAPET DETAIL

1:15

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 &

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(8) #4

AutoCAD SHX Text #4 @ 0.25

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DRILL & SET

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#4 @ 0.25 ANCHOR REBAR

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W/STRUCTURAL EPOXY

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ADHESIVE COMPLYING WITH

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AASHTO M235 & ASTM C881

AutoCAD SHX Text MIN. EMBEDMENT LENGTH 0.15m

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(TYP.)

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CONCRETE

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CLASS "A"

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SEE PIPE SUPPORT

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DETAIL IN DWG. UTW-03

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BRIDGE CONCRETE SLAB

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EXISTING R.O.W.

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EXISTING R.O.W.

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PR-155, LINE 264

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PROPOSED R.O.W.

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EXISTING GROUND

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%%UTYPICAL SECTION ER-HWY-264 PR-155, KM 45.50

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STA 2+04.82(PR-155, LINE 264) TO STA 2+37.99(PR-155, LINE 264)

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PR-155, LINE 264

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%%UTYPICAL SECTION ER-HWY-264 PR-155, KM 45.50

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STA 2+37.99(PR-155, LINE 264) TO STA 2+87.68(PR-155, LINE 264)

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SHEET

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FISCAL

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HIGHWAY

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PUERTO RICO

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MOROVIS

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MOROVIS

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PR-155

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FINAL CHECK

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WORK

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BY

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

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TYPICAL SECTIONS

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-264, HIGHWAY PR-155 KM 45.5

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GR

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AC-893579

AutoCAD SHX Text 9999(353)

AutoCAD SHX Text ROW Revision

AutoCAD SHX Text 09/14/22

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RCN9399579

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SEQUENCE:

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FILE:

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DATE:

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JVP

AutoCAD SHX Text 10/22/2020

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18192-2\GR-05.DWG

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%%ULEGEND:

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0.05 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX S(75)(12) (SPEC. 401)

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W-BEAM GUARDRAIL SINGLE FACE (SEE STD. DWG. MB) (WHERE APPLIES) (SPEC. 606)

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0.05 M. COLD MILLING (SPEC. 403)

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SAW CUT (SEE NOTE 2)

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0.10 M. HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34) (SPEC. 401)

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0.20 M. LEAN CONCRETE BASE (SPEC. 305)

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%%UNOTES:

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CONCRETE PAVED WATERWAY TYPE "I" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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CONCRETE BARRIER TYPE BRIDGE PARAPET (SEE DWG. GR-05) (SPEC. 610)

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BENCHING (SEE NOTE 5)

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CONCRETE PAVED WATERWAY TYPE "II" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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1. ALL WORK RELATED TO THE CUT SLOPE REGRADING SHALL BE ALL WORK RELATED TO THE CUT SLOPE REGRADING SHALL BE SUPERVISED BY ENGINEER. IF ANY IRREGULAR OR UNEXPECTED MATERIAL IS ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE SAW CUT AS INDICATED TO BE A SUBSIDIARY OBLIGATION OF THE CONTRACTOR UNDER HOT PLANT MIX BITUMINOUS PAVEMENT MIX B(75)(34). 3. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE REQUIRED AGENCIES FOR ANY UTILITY RELOCATION PRIOR STARTING ANY CONSTRUCTION WORK. THE UTILITY LOCATION SHOWN IS ESTIMATED, THE CONTRACTOR SHALL PERFORM UTILITY SUBSURFACE EXPLORATION TO CONFIRM EXACT LOCATION. 4. THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) THE UPPER PORTION (NEAR THE TEMPORARY JERSEY BARRIER) CANNOT BE TEMPORARY LOADED OR USED FOR ANY CONSTRUCTION STAGING AT ANYTIME. 5. BENCHING REQUIREMENTS SHALL BE DECIDED BY THE OBSERVING BENCHING REQUIREMENTS SHALL BE DECIDED BY THE OBSERVING ENGINEER, DEPENDING ON ACTUAL FIELD CONDITIONS. 6. SLOPE STABILITY ANALYSES LEAD TO A SAFETY FACTOR GREATER SLOPE STABILITY ANALYSES LEAD TO A SAFETY FACTOR GREATER THAN 1.5 FOR STATIC CONDITIONS AND 1.2 FOR SEISMIC ACCELERATION OF 0.20G. 7. THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A THE CONTRACTOR SHALL APPLY SEEDING WITHOUT MULCH ON A MONTHLY BASIS TO ALL NEW CUT AND EMBANKMENT SLOPES. AT THE DIRECTION OF THE ENGINEER SEEDING WILL BE REAPPLIED TO SLOPE PREVIOUSLY TREATED. 8. FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE FAILURE TO APPLY SEEDING ON MONTHLY BASIS WILL CAUSE THE IMPOSITION OF LIQUIDATED DAMAGES ON THE 35th CALENDAR DAY AFTER THE LAST APPLICATION. THE ENGINEER MAY WAIVE THE APPLICATION OF SEEDING TO ROCK CUTS AND ROCK EMBANKMENTS. 9. THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION THE CONTRACTOR SHALL SUPPLY AS A SUBSIDIARY OBLIGATION UNDER SPEC-627 AN ELECTRONIC DEVICE FOR THE MEASUREMENT OF THE PH IN SOILS AND A TABLE FOR THE TREATMENT OF SOIL WITH AGRICULTURAL LIME.

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BORROW CLASS "B" (SPEC. 203)

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PERMANENT EROSION CONTROL BLANKET (SPEC. 210)

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SEEDING (WITHOUT MULCH) (SPEC. 627)

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BARBED WIRE FENCE TYPE "A" (SPEC. 607)

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PIPE SUPPORT (SEE DWG. GR-05) (SPEC. 616)

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CONCRETE PAVED WATERWAY TYPE "III" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

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CONCRETE PAVED WATERWAY TYPE "IV" (SEE DWG. DR) (WHERE APPLIES) (SPEC. 617)

STA. 6

STA. 5

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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KM 45.5

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TOW=246.67

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TEMPORARY NJ BARRIER

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TRACES OF CONCRETE FOUND

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(APPEARS TO BE A CONCRETE

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BAMBOO

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AREA

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LINE 264 BEGINS STA 1+00.00 (264) X=202660.4108 Y=253330.1369

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PT STA 1+37.86(264)

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PC STA 1+39.61(234)

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PT STA 1+59.96(264)

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PC STA 1+67.51(264)

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PCC STA 2+19.27(264)

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PT STA 2+39.06(264)

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PC STA 2+57.40(264)

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PT STA 2+85.11(264)

AutoCAD SHX Text 202790E

AutoCAD SHX Text 253470N

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

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CENTERLINE GEOMETRY AND VERTEX DATA TABLES

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LANDSLIDES AND ROAD DAMAGE REPAIR

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ER-HWY-264, HIGHWAY PR-155 KM 45.5

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GR

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AC-893579

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AutoCAD SHX Text 09/14/22

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RCN9399579

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AutoCAD SHX Text 19.226

AutoCAD SHX Text 24%%D38'55"

AutoCAD SHX Text 88.000

AutoCAD SHX Text 37.857

AutoCAD SHX Text 19.226

AutoCAD SHX Text 2.076

AutoCAD SHX Text 253329.7512

AutoCAD SHX Text 202679.6331

AutoCAD SHX Text S 88%%D51'01" E

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AutoCAD SHX Text 202696.9430

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AutoCAD SHX Text 202698.5205

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AutoCAD SHX Text 20.350

AutoCAD SHX Text 10.318

AutoCAD SHX Text 1.053

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AutoCAD SHX Text 202707.8100

AutoCAD SHX Text S 64%%D12'07" E

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AutoCAD SHX Text 253308.3303

AutoCAD SHX Text 202714.5631

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AutoCAD SHX Text 202719.5027

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AutoCAD SHX Text 149%%D56'44"

AutoCAD SHX Text 19.778

AutoCAD SHX Text 51.759

AutoCAD SHX Text 73.671

AutoCAD SHX Text 56.502

AutoCAD SHX Text 253247.5511

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AutoCAD SHX Text S 41%%D28'36" E

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AutoCAD SHX Text 202753.6635

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AutoCAD SHX Text 83.737

AutoCAD SHX Text 25%%D38'11"

AutoCAD SHX Text 44.240

AutoCAD SHX Text 19.795

AutoCAD SHX Text 10.066

AutoCAD SHX Text 1.131

AutoCAD SHX Text 253329.5875

AutoCAD SHX Text 202751.6452

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AutoCAD SHX Text 202745.5591

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PC-V5

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AutoCAD SHX Text 202734.4713

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AutoCAD SHX Text 43.337

AutoCAD SHX Text 52%%D55'38"

AutoCAD SHX Text 30.000

AutoCAD SHX Text 27.713

AutoCAD SHX Text 14.934

AutoCAD SHX Text 3.511

AutoCAD SHX Text 253364.1056

AutoCAD SHX Text 202725.4419

AutoCAD SHX Text N 37%%D12'10" W

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AutoCAD SHX Text 253378.4804

AutoCAD SHX Text 202729.4890

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AutoCAD SHX Text 253420.7237

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LINE 264 ENDS

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AutoCAD SHX Text 10/06/2020

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18192-2\GR-06.DWG

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

HORIZONTAL & VERTICAL CONTROL

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KM 45.5

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TEMPORARY NJ BARRIER

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BAMBOO

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STA 5

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N 82°8'44" EL=1.39

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BAMBOO

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STA 6

AutoCAD SHX Text S 7%%D14'30" E

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AutoCAD SHX Text N 13d3'42" W

AutoCAD SHX Text L=36.47

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S 46°17'7" EL=5.87

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KM 45.5

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TOW=246.82

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CEILING EL=245.07

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TEMPORARY NJ BARRIER

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LINE 264 BEGINS STA 1+00.00 (264) X=202660.4108 Y=253330.1369

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LINE 264 ENDS STA 3.+29.00 (264) X=202742.0066 Y=253420.7237

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STA 5

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N 82°8'44" EL=1.39

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AutoCAD SHX Text S 7%%D14'30" E

AutoCAD SHX Text L=31.72

AutoCAD SHX Text N 13d3'42" W

AutoCAD SHX Text L=36.47

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S 46°17'7" EL=5.87

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TO MOROVIS

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TO OROCOVIS

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LINE 264

AutoCAD SHX Text 202790E

AutoCAD SHX Text 253470N

AutoCAD SHX Text 253470N

AutoCAD SHX Text 253420N

AutoCAD SHX Text 253370N

AutoCAD SHX Text 253320N

AutoCAD SHX Text 253270N

AutoCAD SHX Text 253270N

AutoCAD SHX Text 253320N

AutoCAD SHX Text 253370N

AutoCAD SHX Text 253420N

AutoCAD SHX Text 202790E

AutoCAD SHX Text 202740E

AutoCAD SHX Text 202740E

AutoCAD SHX Text 202690E

AutoCAD SHX Text 202690E

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AS SHOWN

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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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MUNICIPALITY

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SHEETS

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TOTAL

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FED. AID HWAY

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RW

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A.C. PROJECT

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REVISIONS

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SCALE:

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DATE

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PUERTO RICO

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MOROVIS

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MOROVIS

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PR-155

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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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BY

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DATE

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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

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CMA# 18192-2

Aut…

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