Plans - PR ER DOT PRMNT RPR(18) - 915579_HWY-203-205.pdf
PDF 41 MB Posted
- Attached to
- Landslide Repairs in Ciales, Puerto Rico
- Solicitation number
- 693C73-24-B-000008
About this file
This document is a Solicitation for the Landslide Repairs in Ciales, Puerto Rico project, Solicitation Number 693C73-24-B-000008. The project consists of repairing landslides caused by Hurricanes Irma and Maria on various Puerto Rico state roads, including utility relocation, embankment reconstruction, landslide stabilizations, drainage systems installation, retaining wall construction, milling and overlay, pavement reconstruction, pavement markings, guardrail replacement, sediment and erosion control, and traffic maintenance. The project is expected to be valued between $5,000,000 and $10,000,000. Bids are due on a date specified in the Solicitation, and the work is set aside for certified Small Business Concerns only. Bidders must be registered in the System for Award Management (SAM) database at the time of bid submission, and the annual Representations and Certifications must be completed online at www.sam.gov. The Solicitation documents can be downloaded from www.sam.gov, and all questions should be sent to eflhd.contracts@dot.gov.
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PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
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ER-HWY 205 PR 144 KM 18.20
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ER-HWY 203 PR 144 KM 14.35
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AC PROJECT
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CODE NO.
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HIGHWAY
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MUNICIPALITY
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ISLAND
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FISCAL
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YEAR
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SHEET
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NO.
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TOTAL
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SHEETS
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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PROJECT NO.
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FED AID HIGHWAY
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CIALES
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DATE
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AUTHORITY
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COMMONWEALTH OF PUERTO RICO
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AUTHORITY
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ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL MATERIALS
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FOR ROAD AND BRIDGE CONSTRUCTION AND GENERAL PROVISIONS APPROVED
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BY THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IN 2005 AND
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SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING , WITH THE
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PLANS AND WITH ALL SPECIAL PROVISIONS AND INSTRUCTIONS INCLUDED
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HIGHWAY AND TRANSPORTATION
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HIGHWAY AND TRANSPORTATION
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DESCRIPTION OF EXCEPTIONS
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APPROVAL DATE BY P.R.H.T.A.
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SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS
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MUTCD 2009 EDITION, WITH THE PRHTA STANDARD DRAWINGS , WITH THESE
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LIC. NO. 13,414
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ENG. HORACIO DIAZ
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AC-915579
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IN THE CONTRACT BOOK .
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H. DIAZ
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S. LOPEZ
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ER-9999(330)
AutoCAD SHX Text LANDSLIDE AND ROAD DAMAGE EVALUATION AND REPAIR RECOMMENDATIONS GROUP A-1 PR 144 KM 14.35 & KM 18.20 AC-915579 CONTRACT #: 2019-000137
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DRAWING NO.
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SCHEDULE OF DRAWINGS
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DESCRIPTION
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SHEET NO.
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GR-2
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GR-1
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TITLE SHEET & LOCATION MAP
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GR-3
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GENERAL NOTES AND LEGEND
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MOT-1
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KEY PLAN
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CONSTRUCTION SCHEDULE
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CIALES
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PROJECT SITE
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SITE A (ER-HWY 205 PR 144 KM 18.20)
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GR-A/4
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TYPICAL SECTIONS
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GR-A/5
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GR-A/6
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CENTERLINE GEOMETRIC & VERTEX DATA TABLE
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SURVEY TIES PLAN
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GR-A/7
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TABLE OF STRUCTURES
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MAINTENANCE AND PROTECTION OF TRAFFIC
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MOT-2 - MOT-9
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SS-A/1
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SOIL SURVEY PLAN & BORING LOGS
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PP-A/1 - PP-A/2
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PLAN AND PROFILES
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DRAINAGE PLAN AND PROFILES
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DR-A/1
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SOIL EROSION AND SEDIMENT CONTROL PLAN
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EC-A/1 - EC-A/2
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TS-A/1
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TRAFFIC SIGNING AND PAVEMENT MARKING
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RW-A/1 - RW-A/2
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RETAINING WALL PLAN AND DETAILS
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KEY PLAN & CROSS SECTIONS
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CS-A/1 - CS-A/2
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SITE B (ER HWY 203 PR-144 KM 14.35)
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GR-B/4
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TYPICAL SECTIONS
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GR-B/5
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GR-B/6
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CENTERLINE GEOMETRIC & VERTEX DATA TABLE
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SURVEY TIES PLAN
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GR-B/7
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TABLE OF STRUCTURES
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MAINTENANCE AND PROTECTION OF TRAFFIC
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MOT-2 - MOT-9
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SS-B/1
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SOIL SURVEY PLAN & BORING LOGS
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PP-B/1 - PP-B/2
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PLAN AND PROFILES
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DRAINAGE PLAN AND PROFILES
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DR-B/1
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SOIL EROSION AND SEDIMENT CONTROL PLAN
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EC-B/1 - EC-B/2
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TS-B/1
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TRAFFIC SIGNING AND PAVEMENT MARKING
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RW-B/1 - RW-B/2
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RETAINING WALL PLAN AND DETAILS
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KEY PLAN & CROSS SECTIONS
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CS-B/1 - CS-B/2
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GENERAL DESIGN CRITERIA :
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HIGHWAY DESIGN CODE
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STRUCTURES DESIGN CODE
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DESIGN CLASS CODE (PRHTA GENERAL DESIGN STANDARDS)
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FUNCTIONAL HIGHWAY CLASSIFICATION (AASTHO)
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FUNCTIONAL HIGHWAY CLASSIFICATION (PRHTA)
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CONTROL OF ACCESS (FULL, PARTIAL, NONE)
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AVERAGE DAILY TRAFFIC (ACTUAL)
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AVERAGE DAILY TRAFFIC (FUTURE YEAR)
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DESIGN HOURLY VOLUME (DHV)
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DIRECTIONAL DISTRIBUTION (D)
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PERCENT OF TRUCK (T)
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DESIGN SPEED (V)
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MAXIMUM GRADE (%)
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TYPE OF TERRAIN (LEVEL, ROLLING, MOUNTAINOUS)
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MINIMUM CURVE RADIUS
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MAXIMUM SUPERELEVATION
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DESIGN LOAD FOR STRUCTURES
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DESIGN EXCEPTION (YES OR NO)
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35 MPH
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MOUNTAINOUS
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AASHTO-GEOMETRIC DESIGN OF HIGHWAY AND STREETS
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SECONDARY ROAD
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RURAL 0NE LANE
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NONE
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NO
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MAXIMUM GRADE (%%%)
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AutoCAD SHX Text STRUCTURES DESIGN CODE MUST BE AASHTO LRFD, BRIDGE DESIGN SPECS, 8TH EDITION 2017 OR LATEST EDITION
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ER-0144(016)
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ORACLE
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RCN9150579
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RIGTH OF WAY PLANS
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ROW-1
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ROW-2
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ROW-3 - ROW-4
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ROW-5
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ROW-TITLE SHEET & LOCATION MAP
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RIGTH OF WAY-KEY PLAN
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RIGTH OF WAY PLAN
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RIGTH OF WAY-PARCEL TABLE SUMMARY
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P.R.A.S.A. UTILITY PLAN
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UTW-A/1
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TREE INVENTORY PLAN
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TI-A/1
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TREE INVENTORY PLAN
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TI-B/1
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LUIS E. RODRIGUEZ ROSA, SUB DIRECTOR, PROGRAMMING AND SPECIAL STUDIES AREA
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SUBMITTED:
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LISSETTE LUGO COLON, DIRECTOR, TRAFFIC ENGINEERING AND OPERATION AREA, ACTING
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MARIA I. AYALA RIVERA, DIRECTOR, CONSTRUCTION AREA, ACTING
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LISSETTE LUGO COLON, DIRECTOR, INFRASTRUCTURE
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CARLOS LLOVERAS MATTEI, DIRECTOR, BID AND ESTIMATE OFFICE
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RECOMMENDED AND APPROVED:
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DR. EDWIN E. GONZALEZ MONTALVO, PE EXECUTIVE DIRECTOR
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
NOT TO SCALE
Reference system definition - USNG 10 Meter
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CENTER LINE
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SURVEY MONUMENT
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SPOT ELEVATION
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IDENTIFY
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IDENTIFY
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DECIMAL POINT
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AT SPOT ELEV.
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EXISTING
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PROPOSED
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SYMBOL
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BENCH MARK
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HORIZONTAL P.I.
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NORTH ARROW
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IDENTIFY
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IDENTIFY
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NO.3
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TRUE
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NORTH ARROW
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MAGNETIC
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CONTOUR LINES
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PAVEMENT
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IDENTIFY ROAD
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SIDEWALK
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IDENTIFY
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CURB
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IDENTIFY
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GUARDRAIL
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IDENTIFY TYPE
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BARRIER
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IDENTIFY TYPE
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BARRICADE
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IDENTIFY
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IDENTIFY TYPE
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RETAINING WALL
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CONC. PARAPETS
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IDENTIFY TYPE
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AutoCAD SHX Text R.O.W LINE & MON.(a)
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IDENTIFY IF C.O.A.
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ACCESS CONTROL
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IDENTIFY LIMITS
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TOP OF CUT
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TOE OF SLOPE
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PIPES
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IDENTIFY SIZE
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TYPE & FLOW
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HEADWALLS
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AS PER TYPE
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MANHOLE
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IDENTIFY
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INLETS
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IDENTIFY AS
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PER TYPE
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WATER COURSE
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IDENTIFY
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DITCH
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PAVED DITCH
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IDENTIFY
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LAKE OR POND
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IDENTIFY
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SWAMP
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IDENTIFY IF REQ.
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WOODS
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IDENTIFY IF REQ.
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TREES
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IDENTIFY IF REQ.
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EDGE OF WOODS
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IDENTIFY IF REQ.
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HEDGE
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IDENTIFY IF REQ.
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RIP RAP
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IDENTIFY
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RIP RAP PAVING
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IDENTIFY
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ROCK
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IDENTIFY
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BUILDING
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IDENTIFY TYPE,ETC
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FOUNDATION
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IDENTIFY
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BLDG.TO DEMOLISH
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IDENTIFY
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SIGNS,GROUND,MTD.
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SIGNS OVERHEAD
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PROP. SIGN IDENT.
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UPPER - CODE
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LOWER - LOCATION
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FEATURE
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REMARKS
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STANDARD SYMBOLS
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(a) WHEN MORE THAN ONE (1) LINE COINCIDE, AutoCAD SHX Text
THEY SHOULD BE IDENTIFIED AS APPLICABLE .
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WROUGHT IRON
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WIRE MESH FENCE
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WING WALL
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WATER VALVE
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WATER METER
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WATER MAIN
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VERTICAL
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VERTICAL CURVE
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UNDERGROUND
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W.MTR.
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VERT.
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UG.
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STA.
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STR.
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TS
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TEL
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STATION
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STORM SEWER
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STRUCTURE
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SUBGRADE
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SURVEY LINE
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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 GRADE
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SQUARE METER
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SPIRAL TO TANGENT
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SPIRAL TO CURVE
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SIDEWALK
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SHOULDER
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SANITARY SEWER MANHOLE
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SANITARY SEWER
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ROADWAY
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ROAD
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RIGHT OF WAY
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RIGHT
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RETAINING
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SQ.M.
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ST
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SC
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SW.
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SHDR.
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SAN.S.
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RDWAY.
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RD.
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RT.
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RET.
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HOR.
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HYD.
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INV.
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LT.
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MAX.
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MIN.
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MON.
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O. TO O.
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PVMT.
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PCC
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PC
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PI
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PRC
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PT
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PWR.
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PROP.
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RR.
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HORIZONTAL
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HYDRANT
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INVERT
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INVERT ELEVATION
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JUNCTION BOX
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LEFT
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LENGTH OF CURVE
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LIGHT POLE
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MAIL BOX
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MAIN LINE
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MANHOLE
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MAXIMUM
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MEAN HIGH WATER
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MEAN SEA LEVEL
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MINIMUM
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MONUMENT
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OUTSIDE DIAMETER
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OUTSIDE TO OUTSIDE
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ON CENTER
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PAVEMENT
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POINT OF COMPOUND CURVATURE
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POINT OF CURVATURE
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POINT OF INTERSECTION
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POINT OF REVERSE CURVE
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POINT OF TANGENCY
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PORTLAND CEMENT CONCRETE
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POWER
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POWER POLE
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PROPERTY LINE
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PROPOSED
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PROPOSED GRADE
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POINT OF VERTICAL INTERSECTION
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RADIOUS OF CURVATURE
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RAILROAD
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REINFORCED CONCRETE PIPE
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F. TO F.
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FA
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FAP
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FAS
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FWD.
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GRAV.
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GRD.
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EXTREME HIGH WATER
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FACE TO FACE
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FEDERAL AID
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FEDERAL AID PRIMARY
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FEDERAL AID SECONDARY
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FILL
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FLOW LINE
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FORWARD
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GALVANIZED IRON
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GAS
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GAS VALVE
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GRAVEL
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GROUND
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HIGH WATER
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EXTERNAL DISTANCE
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EXTERNAL
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EXPANSION
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EXISTING GROUND
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EXISTING
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EXCAVATION
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ESTIMATE
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ENGINEER
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END TO END
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ELEVATION
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DRIVEWAY
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DRAWING
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DIMENSION
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DIAMETER
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DEGREE
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CUT
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CURVE TO SPIRAL
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CULVERT
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CUBIC METER
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CORRUGATED METAL PIPE
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CORRUGATED METAL
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COORDINATES
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CONTROL OF ACCESS
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CONCRETE
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COMMUNICATIONS
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COLUMN
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COATED
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CENTER TO CENTER
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CAST IRON PIPE
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CENTER LINE
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CATCH BASIN
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CAST IRON
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BUILDING
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BITUMINOUS COATED CORRUGATED
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BITUMINOUS CONCRETE
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BENCH MARK
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BELL AND SPIGOT
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BEARING VALUE
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BARBED WIRE FENCE
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BASE LINE
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BACK
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ASPHALT
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ASBESTOS
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ALUMINUM
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AHEAD
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AGGREGATE
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ABUTMENT
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EXT.
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EXP.
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EXIST.
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EST.
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ENGR.
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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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DIA.
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DEG.
AutoCAD SHX Text C.
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CS
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CULV.
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CU.M.
AutoCAD SHX Text C.M.P.
AutoCAD SHX Text C.M.
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COORD.
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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.
AutoCAD SHX Text C.L. & L
AutoCAD SHX Text C.B.
AutoCAD SHX Text C.I.P
AutoCAD SHX Text C.I.
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BLDG.
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METAL PIPE
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BIT.CONC.
AutoCAD SHX Text B.M.
AutoCAD SHX Text B & S
AutoCAD SHX Text B.V.
AutoCAD SHX Text B.W.F.
AutoCAD SHX Text B.L.
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BK.
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ASPH.
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ASB.
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AL.
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AH.
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AGG.
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ABUT.
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NOT INCLUDED IN CONTRACT
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POINT OF TURNING
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POT
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AutoCAD SHX Text A B B R E V I A T I O N S :
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CONCRETE PAVED WATERWAY
AutoCAD SHX Text P.D.
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PROTECTION DITCH
AutoCAD SHX Text C.P.W.
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CONCRETE PAVE WATER
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S.P. IN.
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SLOTTED PIPE INLET
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4 - THIS WORK IS BASED ON THE FIELD STUDY CARRIED OUT BY THE LAND
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SURVEYOR RAFAEL MOJICA TORRES WITH LIC. NUMBER # 9318.
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THIS WORK WAS CARRIED OUT BETWEEN THE DATES SHOWN BELOW:
AutoCAD SHX Text GROUP A-1 DATED Hwy 205 P.R - 144 K.M. 18.2 (14-nov-18) Hwy 203 P.R - 144 K.M. 14.35 (21-nov-18)
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3 - THE METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PLANS FOR THIS PROJECT EXCEPT
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WHERE OTHERWISE SPECIFIED.
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1 - THE COORDINATES SYSTEM USED IN THIS PROJECT IS REFER TO NAD-83.
AutoCAD SHX Text 2 - THE DATUM USED FOR THE VERTICAL CONTROL SYSTEM IS REFER TO NATIONAL SPATIAL REFERENCE SYSTEM FOR PUERTO RICO.
AutoCAD SHX Text 5 - THE CONTRACTOR SHALL NOTIFY THE PRHTA'S SOILS ENGINEERING OFFICE (OIS) AT LEAST THREE
AutoCAD SHX Text
(3) DAYS PRIOR TO COMPLETION OF EXCAVATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE
AutoCAD SHX Text DEPOSITED UNTIL THE SOIL BEARING CAPACITY IS VALIDATED BY A GEOTECHNICAL ENGINEER.
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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GENERAL NOTES AND LEGEND
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GR
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PROJECT: ER-HWY
203 PR 144 KM 14.35
PROJECT: ER-HWY
205 PR 144 KM 18.20
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
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SITE-A
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SITE-B
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SCALE = 1 : 2,000
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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KEY PLAN
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GR
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N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
NOT TO SCALE
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LOCATION NUMBER
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CODE NUMBER
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FLAGGER
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LOCATION NUMBER
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CODE NUMBER
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XX
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LEGEND FOR DETAIL OF MAINTENANCE OF TRAFFIC:
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FLAGGER
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TRAFFIC FLOW
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FLASHING ARROW BOARD
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PLASTIC DRUMS @ 5M. C. TO C.
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CONSTRUCTION SIGN
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WORK AREA
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FLASHING ARROW BOARD
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(SEQUENTIAL CHEVRON)
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ARROW BOARD SUPPORT OR TRAILER
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FLASHING ARROW BOARD
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(CAUTION MODE)
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OVERHEAD STRUCTURE
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CANTILEVEL STRUCTURE
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TEMPORARY CONCRETE BARRIER (T.C.B.)
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WITH REFLECTING SHEATHING PANEL
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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CONSTRUCTION SCHEDULE
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AND GENERAL NOTES
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MOT
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TYPICAL SECTIONS AT PR-144/ LINE-1
ER-HWY 205 PR 144 KM 18.20
TYPICAL SECTIONS AT PR-144/ LINE-1
ER-HWY 205 PR 144 KM 18.20
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
Reference system definition - USNG 10 Meter
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SCALE = 1 : 100
AutoCAD SHX Text L
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C OF PR-144
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FROM STA. 181+90.00 TO STA 182+11.79
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NORMAL SECTION
AutoCAD SHX Text L
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C OF PR-144
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FROM STA. 182+11.79 TO STA 182+27.36
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NORMAL SECTION
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FROM STA. 182+27.36 TO STA 182+40.00
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ROADWAY
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AutoCAD SHX Text S=2%
AutoCAD SHX Text S=4%
AutoCAD SHX Text S=2%
AutoCAD SHX Text S=4%
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SEE PLAN
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VARIES
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(MIN.)
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7.50 MTS.
AutoCAD SHX Text R/W
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AutoCAD SHX Text 0.60
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AutoCAD SHX Text 0.60
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ROADWAY
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AutoCAD SHX Text S=2%
AutoCAD SHX Text S=4%
AutoCAD SHX Text S=2%
AutoCAD SHX Text S=4%
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SEE PLAN
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VARIES
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(MIN.)
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7.50 MTS.
AutoCAD SHX Text R/W
AutoCAD SHX Text
AutoCAD SHX Text 0.60
AutoCAD SHX Text 1.20
AutoCAD SHX Text 0.60
AutoCAD SHX Text
(MIN.)
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7.50 MTS.
AutoCAD SHX Text R/W
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(MIN.)
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7.50 MTS.
AutoCAD SHX Text R/W
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AutoCAD SHX Text
AutoCAD SHX Text 1.20
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NEW ROCK RIP RAP
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FINISHED SOIL GRADE 2:1
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ROW
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PROPOSED
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(MIN.)
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8.67 MTS.
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-0.05 HOT PLANT-MIX BITUMINOUS PAVEMENT S(75)(12) (SEE STD. SPEC-401)
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LEGEND :
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-0.10 HOT PLANT-MIX BITUMINOUS PAVEMENT B(75)(12) (SEE STD. SPEC-401)
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-0.15 AGGREGATE BASE COURSE CLASS "A" (A-1) (SEE STD. SPEC-304)
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-0.50 SUBBASE COURSE CLASS "B" (A-2-4) (SEE STD. SPEC-301)
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-0.30 BORROW CLASS "D" (SEE STD. SPEC-203)
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-INTENTIONALLY OMITTED
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-INTENTIONALLY OMITTED
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-INTENTIONALLY OMITTED
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-INTENTIONALLY OMITTED
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BY COLD MILLING AND REPLACED WITH 0.05 HOT PLANT
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-0.05 OF EXISTING BITUMINOUS PAVEMENT SHALL BE REMOVED
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MIX BITUMINOUS PAVEMENT S(75)(12). FOR A FINISHED GRADE
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HIGHER THAN THE EXISTING PAVEMENT, SEE NOTES 2 AND 3.
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-GUARD RAIL W-BEAM STRONG POST, SINGLE FACE
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(SEE STD. DWGS. MB-6 TO MB-6D).
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A FULL PAVEMENT SECTION SHALL BE PROVIDED.
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0.05 M. OF S(75)(12).
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3- IN AREAS WHERE THE FINISHED GRADE IS 0.80 M. ABOVE THE EXISTING GROUND
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2- IN AREAS WHERE THE NEW PAVEMENT IS TO BE PLACED AT EXISTING PR-144, 0.05 M.
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OF THE EXISTING ASPHALT SHALL BE REMOVED BY COLD MILLING AND REPLACED
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BY 0.05 M. OF S(75)(12). WHEN THE FINISHED GRADE IS MORE THAN 0.05 M. OVER
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THE EXISTING ROADWAY, LAYERS OF LEVELING AND BASE COURSE, L(75) AND
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B(75)(12), SHALL BE USED IN THICKNESS' OF 0.075 M. EACH UP TO A MAXIMUM
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DEPTH OF 0.45 M. UNDER THE S(75)(12) IN ORDER TO MEET THE FINAL GRADE
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REQUIREMENT AND IN COMPLIANCE WITH THE SPECIFICATION 401 (HOT PLANT-MIX
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BITUMINOUS PAVEMENT).
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0.10 M. OF B(75)(12).
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0.15 M. OF AGGREGATE BASE COURSE.
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0.50 M. OF SUBBASE, AS REQUIRED.
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%%UNOTES:
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1- SEE GENERAL NOTES ON DWG. GR-2.
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WIDENING IS LESS THAN 2.00 METERS WIDE.
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4- LEAN CONCRETE BASE SHALL BE USED IN ALL AREAS WHERE THE PROPOSED
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5- ENSURE GUARDRAIL POLE DOES NOT IMPACT/DAMAGE EXISTING PIPE.
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%%UGEOTECHNICAL RECOMMENDATIONS:
AutoCAD SHX Text 1- ALL EARTHWORK MUST FOLLOW THE SOIL REPORT PREPARED BY VICTOR E. RIVERA ASSOCIATES LLC, VERA JOB 18-4400(A) DATED JANUARY 11, 2019 . THE CONTRACTOR SHALL REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS. 2- ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMMENDATIONS WHO SHALL ISSUE A STATEMENT OF COMPLIANCE AFTER COMPLETION OF THE SOIL PREPARATION.
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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TYPICAL SECTION AT LINE 1 (PR-144)
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(ER-HWY 205 PR 144 KM 18.20)
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GR-A
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PROJECT BEGINS
PR-144 KM 18.20
LINE BEGINS
PROJECT ENDS
PR-144 KM 18.20
LINE ENDS
PR 144
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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CENTERLINE GEOMETRIC AND VERTEX DATA TABLE
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(ER-HWY 205 PR 144 KM 18.20)
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GR-A
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SCALE = 1 : 200
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2.5
LINE BEGINS
PROJECT ENDS
PR-144 KM 18.20
LINE ENDS
STA. NO. 1A
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
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DIRT ROAD
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HIGHWAY PR 144
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KM.18.2
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SR. JAIME DOMINGUEZ
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SR. JOSE DOMINGUEZ
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TO JAYUYA
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TO CIALES
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ACCESS ROAD
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PR 144
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ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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SR. JAIME DOMINGUEZ
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
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CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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SURVEY TIES
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(ER-HWY 205 PR 144 KM 18.20)
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GR-A
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HORIZONTAL AND VERTICAL CONTROL SCHEDULE
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LINE
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BEARING
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DISTANCE
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CONTROL STATION
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COORDINATES
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NORTH (Y)
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EAST (X)
AutoCAD SHX Text 1A
AutoCAD SHX Text 1A
AutoCAD SHX Text 239781.6810
AutoCAD SHX Text 191249.0408
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SCALE = 1 : 200
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AutoCAD SHX Text 2.5
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SCALE :
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%%UPLAN
1:200
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
NOT TO SCALE
AutoCAD SHX Text Structure Number
AutoCAD SHX Text Diameter of Pipe
AutoCAD SHX Text In.
AutoCAD SHX Text S t a t i o n
AutoCAD SHX Text Trench Excavation, Unclassified
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text Class III
AutoCAD SHX Text Class IV
AutoCAD SHX Text Ea.
AutoCAD SHX Text
AutoCAD SHX Text Dumped Riprap, M
AutoCAD SHX Text
AutoCAD SHX Text I n l e t s
AutoCAD SHX Text Type D
AutoCAD SHX Text Type C
AutoCAD SHX Text 30 in.
AutoCAD SHX Text 18 in.
AutoCAD SHX Text Type E
AutoCAD SHX Text Class III
AutoCAD SHX Text Class I
AutoCAD SHX Text Class II
AutoCAD SHX Text Type 1
AutoCAD SHX Text Type 3
AutoCAD SHX Text Type C
AutoCAD SHX Text Type 2a
AutoCAD SHX Text Type 2
AutoCAD SHX Text Type 1a
AutoCAD SHX Text Catch Basins
AutoCAD SHX Text Slotted Pipe
AutoCAD SHX Text Pipe Underdrain
AutoCAD SHX Text Concrete Curb
AutoCAD SHX Text Concrete Gutter
AutoCAD SHX Text PCC for Drainage
AutoCAD SHX Text Structures
AutoCAD SHX Text Concrete Curb
AutoCAD SHX Text and Gutter
AutoCAD SHX Text Curb and Gutter
AutoCAD SHX Text Reconstruction Existing
AutoCAD SHX Text H Y D R A U L I C S T R U C T U R E T A B L E
AutoCAD SHX Text Pipe length shall be applied to all pipe alternates.
AutoCAD SHX Text Maximum height of fill above top of pipe.
AutoCAD SHX Text Not allowed.
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text Special Manholes
AutoCAD SHX Text Manholes Type B
AutoCAD SHX Text Inlets
AutoCAD SHX Text
PVC PIPE (EP).
AutoCAD SHX Text Class V
AutoCAD SHX Text Stilling Basin Reinforced Concrete
AutoCAD SHX Text Headwalls Type B
AutoCAD SHX Text Stone Revetment Type V
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text M
AutoCAD SHX Text
AutoCAD SHX Text Filter Stone Type C
AutoCAD SHX Text Filter Blanket, M
AutoCAD SHX Text Inlet Adjustments
AutoCAD SHX Text Reconstructed
AutoCAD SHX Text Slotted Pipe
AutoCAD SHX Text Grate Inlet
AutoCAD SHX Text Type 4
AutoCAD SHX Text Type Bridge End
AutoCAD SHX Text
AutoCAD SHX Text 54 in.
AutoCAD SHX Text Reinforced Concrete Pipe Length, LnM.
AutoCAD SHX Text 84 in.
AutoCAD SHX Text 72 in.
AutoCAD SHX Text 72 in.
AutoCAD SHX Text 48 in.
AutoCAD SHX Text 84 in.
AutoCAD SHX Text
AutoCAD SHX Text 24 in.
AutoCAD SHX Text Ea.
AutoCAD SHX Text Headwalls Type A
AutoCAD SHX Text 60 in.
AutoCAD SHX Text
AutoCAD SHX Text
182+19.11 (CL LINE-1)
AutoCAD SHX Text
AutoCAD SHX Text 6.09
AutoCAD SHX Text 54 in.
AutoCAD SHX Text Concrete Paved
AutoCAD SHX Text Waterway TYPE I (LnM.)
AutoCAD SHX Text 30 in.
AutoCAD SHX Text Length, LnM.
AutoCAD SHX Text 18 in.
AutoCAD SHX Text 36 in.
AutoCAD SHX Text Concrete Paved
AutoCAD SHX Text Waterway TYPE II (LnM.)
AutoCAD SHX Text Concrete Paved
AutoCAD SHX Text Waterway TYPE III (LnM.)
AutoCAD SHX Text
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CADD FILE NO.
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PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
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TRACED
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DRAWING
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DESIGN
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DATE
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BY
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WORK
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S. LOPEZ
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H. DIAZ
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TABLE OF STRUCTURES
AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
AutoCAD SHX Text
GR-A
AutoCAD SHX Text
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
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S. LOPEZ
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H. DIAZ
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MAINTENANCE AND PROTECTION OF TRAFFIC
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WORK ZONE DESIGN CRITIRIA
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MOT
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AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
0'
0'
0'
0'
0'
0'
0'
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
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MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TYPICAL APPLICATION DIAGRAMS
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MOT
AutoCAD SHX Text
AutoCAD SHX Text
0'
0'
0'
PROJECT BEGINS
PR-144 KM 18.20
LINE BEGINS
PROJECT ENDS
PR-144 KM 18.20
LINE ENDS
CONCRETE BARRIER BEGINS
CONCRETE BARRIER ENDS
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DIRT ROAD
AutoCAD SHX Text
HIGHWAY PR 144
AutoCAD SHX Text
KM.18.2
AutoCAD SHX Text
SR. JAIME DOMINGUEZ
AutoCAD SHX Text
SR. JOSE DOMINGUEZ
AutoCAD SHX Text
TO JAYUYA
AutoCAD SHX Text
TO CIALES
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED R.O.W.
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
EXIST R.O.W. LIMIT.
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EXIST R.O.W. LIMIT.
AutoCAD SHX Text
PR 144
AutoCAD SHX Text 205-01
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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SR. JAIME DOMINGUEZ
AutoCAD SHX Text
NEW ROCK RIP RAP
AutoCAD SHX Text
TEMPORARY CONCRETE BARRIER (T.C.B.)
AutoCAD SHX Text
WITH REFLECTING SHEATHING PANEL
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
STA 181+90.00 N 239779.4773 E 191258.8218
AutoCAD SHX Text
STA 182+40.00 N 239,759.9743 E 191,304.7501
AutoCAD SHX Text
STA:182+07.41 N 239,768.58 E 191,272.89
AutoCAD SHX Text
STA:182+29.80 N 239,760.06 E 191,294.03
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CADD FILE NO.
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PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TYPICAL APPLICATION DIAGRAMS
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
AutoCAD SHX Text
SCALE :
AutoCAD SHX Text
%%UPLAN
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
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BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TYPICAL APPLICATION DIAGRAMS
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TYPICAL APPLICATION DIAGRAMS
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TYPICAL APPLICATION DIAGRAMS
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
STRUCTURE
OVERHEAD
SIGN
SIZE OF
TYPEPANELS
SIGNLOCATIONCODE
NUMBER NUMBER CODE L E G E N D
TOTALREFERENCE
MANUAL ITEM
4 2
MUTCD
MANUAL
SEE
D.T.P.W.
MANUAL
SEE
D.T.P.W.
MANUAL
SEE
D.T.P.W.
1,9
W21-4
W20-5
36" X 36"
36" X 36"
TRABAJO
EN CARRETERA
ADELANTE
CARRIL
CERRADO
150 MTS
IZQUIERDO
N/A
N/A
13,14
3,5
W8-6 36" X 36" N/A
N/A
10,11 W20-7 36" X 36" N/A
G20-2A 48"X36"
CARRETERA
TERMINA
TRABAJO EN
SEE
D.T.P.W.
SEE
MANUAL
ENTRADA
SALIDA
DE
Y
CAMIONES
M.P.H.
W13-1 18" X 18"
MTS
W16-2P 40" X 12"
MANUAL
SEE
D.T.P.W.16 W20-5 36" X 36"
CARRIL
CERRADO
150 MTS
DERECHO
N/A
M.P.H.
W13-1 18" X 18"
8 14 W1-3 36" X 36" N/A
D.T.P.W.
SEE
MANUAL
MANUAL
SEE
D.T.P.W.2,12,17 W20-1 36" X 36"
TRABAJO
EN CARRETERA
300 MTS N/A
MANUAL
SEE
D.T.P.W.
MANUAL
SEE
D.T.P.W.
R1-2
W13-2
36" X 36" X 36"
36" X 36"
N/A
N/A
11 1D.T.P.W.
SEE
MANUAL2,8 N/AW21-4 36" X 36"
UN SOLO
CARRIL
300 MTS
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
WARNING SIGN
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
CEDA
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
MAINTENANCE AND PROTECTION OF TRAFFIC
AutoCAD SHX Text
TEMPORARY TRAFFIC SIGN MOUNTING DETAILS
AutoCAD SHX Text
MOT
AutoCAD SHX Text
AutoCAD SHX Text
LINE BEGINS
PROJECT ENDS
PR-144 KM 18.20
LINE ENDS
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text I.E.= 561.78
AutoCAD SHX Text
DIRT ROAD
AutoCAD SHX Text
HIGHWAY PR 144
AutoCAD SHX Text
KM.18.2
AutoCAD SHX Text
SR. JAIME DOMINGUEZ
AutoCAD SHX Text
SR. JOSE DOMINGUEZ
AutoCAD SHX Text
TO JAYUYA
AutoCAD SHX Text
TO CIALES
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
PR 144
AutoCAD SHX Text
SR. JAIME DOMINGUEZ
AutoCAD SHX Text
CADD FILE NO.
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
WORK
AutoCAD SHX Text
S. LOPEZ
AutoCAD SHX Text
H. DIAZ
AutoCAD SHX Text
SOIL SURVEY PLAN AND BORING LOG
AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
AutoCAD SHX Text
SS-A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE = 1 : 200
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
SCALE :
AutoCAD SHX Text
%%UPLAN
LINE BEGINS
PROJECT ENDS
PR-144 KM 18.20
LINE ENDS
DATE R E V I S I O N S
JU
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text I.E.= 561.78
AutoCAD SHX Text
DIRT ROAD
AutoCAD SHX Text
HIGHWAY PR 144
AutoCAD SHX Text
KM.18.2
AutoCAD SHX Text
SR. JAIME DOMINGUEZ
AutoCAD SHX Text
SR. JOSE DOMINGUEZ
AutoCAD SHX Text
TO JAYUYA
AutoCAD SHX Text
TO CIALES
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED R.O.W.
AutoCAD SHX Text
LIMIT
AutoCAD SHX Text
EXIST R.O.W. LIMIT.
AutoCAD SHX Text
EXIST R.O.W. LIMIT.
AutoCAD SHX Text
PR 144
AutoCAD SHX Text 205-01
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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ROW
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SR. JAIME DOMINGUEZ
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NEW ROCK RIP RAP
AutoCAD SHX Text NOTE: 1- SEE GENERAL NOTES AND LEGEND ON DRAWING GR-2. 2- SEE TYPICAL SECTIONS ON DRAWINGS GR-A/5. 3- SEE SURVEY TIES PLAN ON DRAWINGS GR-A/7. 4- SEE VERTEX DATA TABLE ON DRAWING GR-A/6. 5- SEE PROFILE ON DRAWING PP-A/2.
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CADD FILE NO.
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PLOT DATE:
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FINAL CHECK
AutoCAD SHX Text
CHECK
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TRACED
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DRAWING
AutoCAD SHX Text
DESIGN
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DATE
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BY
AutoCAD SHX Text
WORK
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S. LOPEZ
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H. DIAZ
AutoCAD SHX Text
SCALE = 1 : 200
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
(ER-HWY 205 PR 144 KM 18.20)
AutoCAD SHX Text
PP-A
AutoCAD SHX Text
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AutoCAD SHX Text
SCALE :
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%%UPLAN
N
E
, 2
LANDSLIDE & ROAD DAMAGE EVALUATION
AT PR-144 KM 14.35 & KM 18.20
MUNICIPALITY OF CIALES, PUERTO RICO
AND REPAIR RECOMMENDATIONS
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
6 Costa Verde Humacao, PR 00791-6036
Horacio Díaz & Associates Corp. CSP
STRUCTURAL & CIVIL ENGINEERING
HORACIO DÍAZ & ASSOCIATES
AC PROJECT
CODE NO.
HIGHWAY MUNICIPALITY ISLAND
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSPROJECT NO.
FED AID HIGHWAY
C R/W
P.R.
2022CIALES PRER-0144(016) PR-144AC-915579 58
ORACLE
RCN9150579
ER-9999(330)
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FINISHED
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GRADE
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EXISTING
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GROUND
AutoCAD SHX Text S T A T I O N
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ELEVATIONS
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LT -2.0% NORMAL SECTION
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RT +2.0%%% NORMAL SECTION
AutoCAD SHX Text +05.00
AutoCAD SHX Text 556.80
AutoCAD SHX Text 556.79
AutoCAD SHX Text 181+90
AutoCAD SHX Text 567.42
AutoCAD SHX Text 567.42
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FINISHED GRADE
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FINISHED GRADE
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EXISTING GROUND
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AutoCAD SHX Text 182+00
AutoCAD SHX Text 55618
AutoCAD SHX Text 556.18
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text +05.00
AutoCAD SHX Text 182+40
AutoCAD SHX Text 565.56
AutoCAD SHX Text 565.56
AutoCAD SHX Text 564.98
AutoCAD SHX Text 565.00
AutoCAD SHX Text 564.41
AutoCAD SHX Text 564.24
AutoCAD SHX Text 563.85
AutoCAD SHX Text 563.93
AutoCAD SHX Text 563.28
AutoCAD SHX Text 563.28
AutoCAD SHX Text 562.73
AutoCAD SHX Text 562.70
AutoCAD SHX Text 562.16
AutoCAD…
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