Report_Lead-Abestos_PR-2.pdf
PDF 6 MB Posted
- Solicitation number
- 693C73-21-B-000006
About this file
This solicitation seeks sealed bids from certified Small Business Concerns for the PR ST ER PRMNT RPR(6) Signs and Safety Repairs Project in PR-1, PR-2 and PR-3. The project consists of repairing signs and guardrails damaged by Hurricanes Irma and Maria on PR-1, PR-2 and PR-3 and other miscellaneous work. The work includes traffic sign assemblies, new guardrails, end-terminals, bridge transition upgrades, new transition modules, traffic signs and guardrails demolition and removal, temporary traffic control, and other miscellaneous work. The project will be split into multiple schedules with the total cost expected to exceed $10,000,000. Schedule C will not be awarded until Categorical Exclusion receives approval. Bid documents should be issued on or about November 24, 2021 with bids due as specified in Block 13a. Interested vendors should register at www.beta.sam.gov and complete annual representations and certifications at www.beta.sam.gov and http://www.dol.gov/vets/vets4212.htm. Questions should be sent to eflhd.contracts@dot.gov. Bidders must be registered in SAM for payment. The Department of Transportation Federal Highway Administration is the agency.
View the file
Other files
Show all 34
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LBP & ACM INSPECTION REPORT
PUERTO RICO HIGHWAY AND TRANSPORTATION
AUTHORITY
SAN JUAN, PUERTO RICO
AC-804541
HURRICANE MARIA RECOVERY EFFORTS
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECT PR-2
November 14, 2018
CMA 17132-3
April 2019
CMA 17217-1
Part I
LEAD BASED PAINT INSPECTION REPORT
PUERTO RICO HIGHWAY AND TRANSPORTATION
AUTHORITY
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AC-804547 HURRICANE MARIA RECOVERY EFFORTS PR-2
LBP Inspection Report
© 2019 CMA, LLC
-2-
Table of Contents
Table of Contents
List of Appendix
1.0 Introduction
2.0 Scope of Work
3.0 General Background
3.1 Possible Adverse Health Effects of Exposures to Lead
3.2 Regulatory Review
4.0 Methodology
5.0 Findings
6.0 Conclusions
7.0 Lead Inspector Certification
-3-
List of Appendix
Appendix A - Reference Drawings
Appendix B - XRF Analyzer Data Forms
Appendix C - LBP Positive Photos
Appendix D – LBP Inspector Credential
-4-
1.0 Introduction
The Puerto Rico Highway and Transportation Authority (PRHTA) propose signing and guardrails improvements in selective sites for State Road PR-2 from Km 1.9 to Km 227.3, from Ponce to San Juan, Puerto Rico. The location of the proposed project is shown in Figure Number 1.
Figure Number 1 – Location Map
The project considers the need of the removal of structures and obstructions in the area, removal metal guard’s barriers, post, signs, cantilever and replacement gantries (road signs). Prior to the demolition, the services of CMA Architects & Engineers LLC were retained to carry out a
Lead Based Paint (LBP) inspection.
The LBP inspection was conducted in general accordance with the Puerto Rico
Environmental Quality Board requirements. To conduct the inspection, CMA used an XRF
Analyzer to determine the lead concentration of the painted surfaces.
The hazard level of lead in paint has been determined by the department of Housing &
Urban development as 1.0 mg/cm2 weight measured using XRF or 0.5% by weight (or 5,000 ppm)
-5-as measured by AAS, or Inductive Coupled Plasma (ICP). The same level was adopted by EPA regulations published in 1992, under Title X and by the Environmental Quality Board1.
The sampling results showed LBP at the existing in the guard rails, post, and cantilever located both sides for the state road PR-2. The LBP area was estimated to be 223.21 square meters.
This document was prepared for the sole use of the PRHTA. No other party should rely on the information contained herein without prior written consent of the PRHTA. The scope of services, inspection methodology, and results are presented below.
1 Reglamento para el Control de Actividades de Mitigación de Pintura con Base de Plomo, February 5, 2003 (R-03-4-3).
-6-
2.0 Scope of Work
The purpose of this inspection was to identify and assess all painted components of the project area that will be selective demolished of the existing PR-2 state road Km. 1.9 to Km 227.3.
The project is divided in units as shown in the following table:
Table Number 1 – Project Units
Unit Municipality Kilometer Bound
1 San Juan
San Juan
San Juan
Bayamón
Bayamón
Bayamón
1.9
2.4
4.0
10.80
12.17
15.37
15.74
West Bound
West Bound
East Bound
West Bound
West Bound
West Bound
West Bound
2 Toa Baja
Toa Baja
Toa Baja
Dorado
Vega Alta
Vega Alta
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Vega Baja
Manatí
Manatí
Manatí
Manatí
Barceloneta
Barceloneta
Barceloneta
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
16.53
17.33
22.05
22.10
26.28
31.90
32.30
35.00
35.02
35.08
35.20
35.28
35.71
36.69
36.80
37.16
37.63
40.00
43.40
45.50
46.49
47.23
49.88
54.40
54.97
56.34
60.33
70.48
70.76
71.20
71.26
West Bound
East Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
East Bound
West Bound
East Bound
West Bound
West Bound
West Bound
West Bound
East Bound
East Bound
East Bound
West Bound
East Bound
East Bound
West Bound
West Bound
West Bound
East Bound
-7-
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Arecibo
Hatillo
Hatillo
72.71
72.64
72.97
72.79
74.31
74.30
74.46
74.70
74.99
83.61
87.67
88.00
East Bound
West Bound
East Bound
West Bound
East Bound
West Bound
West Bound
West Bound
West Bound
East Bound
East Bound
East Bound
3 Isabela
Isabela
Aguadilla
Aguadilla
Aguadilla
Aguadilla
112.08
112.08
119.14
120.33
120.60
125.85
West Bound
West Bound
West Bound
West Bound
West Bound
West Bound
4 Ponce
Ponce
Ponce
Ponce
Ponce
Ponce
Ponce
Ponce
228.89
229.10
229.24
229.02
227.35
223.37
209.53
197.78
West Bound
West Bound
East Bound
East Bound
East Bound
East Bound
PRTHA has requested assistance from CMA Architects & Engineers LLC to determine the presence of lead based paint at the proposed project. The intent of this inspection was to ascertain the presence of lead-based paint above specified regulatory action levels. If LBP is found, the inspection will identify the components, the area, and their respective lead concentrations in such a manner that this report could be used as a basis for subsequent abatement activity.
-8-
3.0 General Background
Lead is a naturally occurring element found in nature in the form of ores; it is a heavy, soft, malleable bluish metal. The history of its uses traces back many centuries. The oldest known lead object was a statue excavated in Turkey and dated somewhere around 6500 B.C. During the Roman Empire, lead was used extensively in many aspects of life; to line vessels that stored water and wine, in utensils, and, in combined form, as a glaze on pottery.
In more recent years lead was widely used to extend the protective properties of paints, helped automobiles attain better fuel efficiency, protected occupation ally exposed workers from harmful radiation and provided a suitably dense material for ammunition and fishing weights. Even though it is no longer used in many of these applications, millions of homes remain painted with lead paint. It's been estimated that approximately 94% of the residential housing in
San Francisco was built prior to 1978 and probably has lead-based paint. Lead-based paint chips, as well as soil and household dust contaminated with lead are the primary sources of childhood lead poisoning.
3.1 Possible Adverse Health Effects of Exposures to Lead
Lead exposure affects the nervous system and can cause a range of health effects, from behavioral problems and learning disabilities, to seizures and death. Children six years old and younger are most at risk.
-9-
Children
If not detected early, children with high levels of lead in their bodies can suffer from:
• Damage to the brain and nervous system
• Behavior and learning problems, such as hyperactivity
• Slowed growth
• Hearing problems
• Headaches
• In rare cases of acute lead poisoning from ingestion of lead, seizures, coma and even death.
Pregnant Women
Lead can accumulate in our bodies over time, where it is stores in bones along with calcium. During pregnancy, lead is released from bones as maternal calcium is used to help form the bones of the fetus. This is particularly true if a woman does not have enough dietary calcium. Lead can also be easily circulated from the mother's blood stream through the placenta to the fetus. Mothers with high levels of lead in their bodies can expose their developing fetuses, resulting in serious and developmental problems including:
• Miscarriages,
• Premature births or low birth weight,
• Brain damage decreased mental abilities and learning difficulties, and/or
• Reduced growth in young children.
-10-
Adults
Lead is also harmful to adults. Adults can suffer from:
• Reproductive problems (in both men and women),
• High blood pressure and hypertension,
• Nerve disorders,
• Memory and concentration problems, and
• Muscle and joint pain.
3.2 Regulatory Review
Enforcement of the lead-based paint program is conducted under the Toxic Substances
Control Act (TSCA). TSCA gives the Environmental Protection Agency authority to inspect, subpoena documents, require testimony and bring civil administrative actions.
EPA has issued civil administrative enforcement response and penalty policies. The goal of the lead-based paint enforcement response and penalty policies is to provide fair and equitable treatment of the regulated community, predictable enforcement responses, and comparable penalty assessments for comparable violations, with flexibility to allow for individual facts and circumstances of a particular case.
-11-
4.0 Methodology
Prior to the sampling, CMA obtained a layout and demolition drawings to determine the areas that need to be inspected. We include as Appendix A copy of these reference drawings.
During the process of evaluation, the presence of lead in the project was determined using an XRF Analyzer. XRF (X-ray fluorescence) is a non-destructive analytical technique used to determine the elemental composition of materials. XRF analyzers determine the chemistry of a sample by measuring the fluorescent (or secondary) X-ray emitted from a sample when it is excited by a primary X-ray source. After each measure, the CMA inspector completed the spreadsheets with the information obtained during the sampling period.
Spreadsheets containing a compilation of XRF sampling results by the road component for tested areas are included in Appendix B of this report. Individual test spots are listed in the spreadsheets, including but not limited to a sample number, color and paint condition, substrate type, a description of the component, location, lab result, quick mode, and the test value in mg/cm2. The positive sample location photos will show where components were tested for lead-based paint in Appendix C.
Paint-chip sampling is generally required when an irregular or unusually small surface is encountered which cannot be assayed with an XRF device or when initial XRF test values are high negative or low positive. Field chain of custody forms are completed for the paint chips samples at the point of collection if is necessary.
-12-
5.0 Findings
A total of (87) XRF measures sampling were obtained at different elements of the existing, guard rails, post, cantilever, signs and gantries. Of these, positive results were obtained at the guard rails, post, and cantilever. A positive result is one with a concentration of more than 1.0 mg/cm2. See Appendix A and C for a layout plan depicting the LBP positive areas and photos. It is estimated that 223.21 square meters approximately are positive to lead based paint under current regulation.
The following table is a summary lead-based paint positives data component list:
Table Number 2 - LBP Survey Area Summary Data Sheet
AC-804541 Hurricane Maria Recovery Efforts Unit 1
Samples
ID
Component
Paint
Color Sample Location
XRF Results mg/cm2
Lab
Results
%/W
Positive
Qty./Area m2
Photo #
658 Metal Guard
Rail
Yellow Eastbound
Km 229
2.55 N/A 26.6 ----
663 Metal Guard
Rail
Yellow Westbound
Km 229
4.26 N/A 8.1 ----
666 Metal Guard
Rail
Yellow Eastbound
Km 229.1
2.41 N/A 8.1 ----
667 Metal Guard
Rail
Yellow Westbound
Km 229.15
4.54 N/A 33.9 ----
668 Metal Guard
Rail
Yellow Westbound
Km 229.3
1.73 N/A 5.2 ----
787 Metal
Cantilever
Yellow Westbound
Km 126.6
3.62 N/A 0.15 1
818 Metal Post Yellow Eastbound Km 47.2 1.60 N/A 2.2 2
819 Metal Post Yellow Eastbound Km 47.2 1.71 N/A 2.2 3
850 Metal Guard
Rail
Yellow Eastbound Km 32.4 1.70 N/A 19.3 4
851 Metal Guard
Rail
Yellow Eastbound Km 32.4 2.19 N/A 19.3 5
855 Metal Guard
Rail
Yellow Eastbound Km 32.5 1.20 N/A 19.3 6
856 Metal Guard
Rail
Yellow Eastbound Km 32.5 1.28 N/A 19.3 7
859 Metal Post Yellow Eastbound Km 16.5 2.37 N/A 1.96 8
862 Metal Guard
Rail
Yellow Westbound Km 10.8 1.91 N/A 19.2 9
863 Metal Guard
Rail
Yellow Eastbound Km 10.8 2.60 N/A 19.2 ----
864 Metal Guard
Rail
Yellow Eastbound Km 10.8 1.89 N/A 19.2 ----
Total Area 223.21
-13-
6.0 Conclusions
An LBP inspection was conducted for the proposed project PR-2 State Road from Km 1.9 to Km 227.3 signing and guardrails improvements PR-2 unit project. Several of the 87 surveyed painted surfaces contains levels of lead over 1.0 mg/cm2 0.5% by weight (or 5,000 ppm), which could create lead dust, or lead contaminated soil hazards if the paint is turned into dust by abrasion, scraping, or sanding.
The evaluated areas identified in this report with LBP content above the regulatory threshold were estimated to be 223.21 square meters, approximately. The others negative results in this report do not relieve the owner and/or contractor of the compliance with state and federal the occupational regulations.
-14-
7.0 Lead Inspector Certification
I, Pedro A. Janer, have conducted this Lead-Based Paint Inspection at the current PR-2
State Road from Km. 1.9 to 227.3 Hurricane María Recovery Efforts Signing and Guardrails
Improvements Unit 1 project in general accordance with the Environmental Quality Board requirements and federal applicable regulations.
Pedro A. Janer
Lead Based Paint Inspector
3213-1118-LI-003
Appendix A – Reference Drawings
VIDA SILVESTRE
1.9 2.02.0
2.1
2.2
2.3
2.4
2.5
SAN JUAN
C A
L L E
M
A R
I A
N I
P
E R
A L T
A
C A
L L
E
S
E G
A R
R A
C
A
L
J
O
H
N
B
E
R
T
O
R
IM
C O
C A
T
T O
Y O
T A
V O
L K
S W
A G
E N
L
IN
C O
L N
A C
U R
A
M
M
M
P U
M
A
H O
N D
A K
IA
N
IS
S A
N
IN
F
IN
IT
I
A L B
E R
IC
G E
N E
R A
L M
O T
O R
S
.7
.8
.9
.0
R
.0
L
.1
.2
.3
S A
N J
U A
N
C
A
L
S
T
E
B
P
D
I
L
L
A
C
O
L
I
S
E
O
R
U
B
R
D
R
I
G
U
E
Z
R
E
S
I
D
E
N
C
I
A
L
V
I
R
G
I
L
I
D
V
I
L
A
T
R
I
B
U
N
A
L
S
A
N
T
L
L
P
C
O
B
B
Q
E
L
P
O
L
L
I
T
O
R
L
B
A
Y
A
M
Ó
N
C
A
L
H
R
G
N
Z
A
L
E
Z
C
A
L
N
C
H
Z
P
E
Z
B A
Y A
M O
N
M E
D
IC
A L P
L A
Z A
H O
S P
IT
A
L H
N O
S
M E
L E
N D
E Z
E D
IF
IC
IO
C E
N T
U R
IO
N
C T
R A
D
IO
L O
G Y
C O
M P
L E
X
B A
Y A
M O
N
S H
O P
P
IN
G C
E N
T E
R
W E
N D
Y 'S
B A
N C
O
S A
N T
A N
D E
R
.9
.0
R
.0
L
.1
.2
.3
.4
.5
B A Y A M Ó N
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12.
4.
LINE - 1(WB)
KM 1.90
LINE - 3(EB)
KM 4.00
LINE - 2(WB)
KM 2.40
LINE - 4(WB)
KM 10.80
LINE - 5(WB)
KM 12.17
MUN.
SAN JUAN
MUN.
SAN JUAN
MUN.
BAYAMON
MUN.
BAYAMON
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 1.90
AutoCAD SHX Text
LINE ENDS KM 2.18
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 1 NEW SFGR L = 180 mts
AutoCAD SHX Text
LINE BEGINS KM 2.40
AutoCAD SHX Text
LINE ENDS KM 2.44
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 2 NEW SFGR L = 40 mts
AutoCAD SHX Text
LINE ENDS MEET TO EXISTING CONCRETE BARRIER KM 3.92
AutoCAD SHX Text
LINE BEGINS MEET TO EXISTING CONCRETE BARRIER KM 3.98
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 3 NEW SFGR L = 60 mts
AutoCAD SHX Text
LINE BEGINS KM 10.80
AutoCAD SHX Text
LINE ENDS KM 10.86
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 4 NEW SFGR L = 60 mts
AutoCAD SHX Text
LINE BEGINS KM 12.17
AutoCAD SHX Text
LINE ENDS KM 12.19
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 5 NEW SFGR L = 20 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 1
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
JRUIZ
AutoCAD SHX Text 12/27/2018
AutoCAD SHX Text
17217-1A\RSD-01.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval
U
M
A
I B
C
A
M
E
R
I C
A
N
U
N
I V
E
R
S
I T
Y
L
O
S
A
D
A
A
U
T
O
B
P
P
R
B
A
Y
A
M
S
T
E
S
H
O
P
P
I
C
N
T
E
R
K
F
C
B
U
R
G
E
R
K
I N
G
B
A
N
C
O
S
A
N
T
A
N
D
E
R
M c
D
O
N
A
L
D
'S
B
A
Y
A
M
Ó
N
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12.
4.
LINE - 6(WB)
KM 15.37
LINE -7(WB)
KM 15.74
MUN.
BAYAMON
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 15.37
AutoCAD SHX Text
LINE ENDS KM 15.7
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 6 NEW SFGR L = 330 mts
AutoCAD SHX Text
LINE ENDS KM 15.79
AutoCAD SHX Text
LINE BEGINS KM 15.74
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 7 NEW SFGR L = 50 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 1
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
JRUIZ
AutoCAD SHX Text 12/27/2018
AutoCAD SHX Text
17217-1A\RSD-02.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval
L
R
U J O
PUMA
C A
L
R
U J O
COOPERATIVA
DE SEGUROS
MULTIPLES
HYUNDAI
WALGREENS
PHILLIPS 66
16.2
16.3
16.4
16.5
16.6
16.7
16.8
T O
A
B
A J A
B A Y A M Ó N
T O
A
B
A J A
B A Y A M
Ó
N
C A
L
U R
E L
AUTOGRUPO
GENERAL MOTORS
NIMAY
MITSUBISHI
FERRETERIA
CANDELARIA
DEPARTAMENTO
DE LA FAMILIA
17.2
17.3
17.4
17.5
17.6
17.7
17.8
TOA BAJA
.8
.9
.0
R
.0
L
.1
.2
.3
.4
T O
A B
A J A
CARIBE
AUTO
YAHWEH
GOMERA
.0
R
.0
L
.1
.2
.3
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 1(WB)
KM 16.53
LINE - 3(WB)
KM 22.05
LINE - 2(EB)
KM 17.33
LINE - 5(WB)
KM 26.28
LINE - 4(WB)
KM 22.10
MUN.
TOA BAJA
MUN.
TOA BAJA
MUN.
TOA BAJA
MUN.
DORADO
STUDY AREA
AutoCAD SHX Text
LINE ENDS KM 16.49
AutoCAD SHX Text
LINE BEGINS KM 16.53
AutoCAD SHX Text LINE 1 NEW SFGR L = 40 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE ENDS KM 17.53
AutoCAD SHX Text
LINE BEGINS KM 17.59
AutoCAD SHX Text LINE 2 NEW SFGR L = 60 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 22.05
AutoCAD SHX Text
LINE ENDS KM 22.07
AutoCAD SHX Text LINE 3 NEW SFGR L = 20 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 22.10
AutoCAD SHX Text
LINE ENDS KM 22.12
AutoCAD SHX Text LINE 4 NEW SFGR L = 20 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 26.28
AutoCAD SHX Text
LINE ENDS KM 26.33
AutoCAD SHX Text LINE 5 NEW SFGR L = 50 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
JVP
AutoCAD SHX Text 11/09/2018
AutoCAD SHX Text
17217-1B\RSD-01.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval
NEVAREZ
FUNERARIA
ILEANA DE GRACIA
ESCUELA SUPERIOR
31.6
31.7
31.8
31.9 32.0R
32.0L
32.1
32.2
VEGA ALTA
VEGA ALTA
COMMUNITY CENTER
32.3
32.4
32.5
32.6
32.7
32.8
32.9
33.033.0
VEGA ALTA
SUPREME
QUICK LUBE
IGLESIA
DE DIOS
PENTECOSTAL
PUMA
34.8
34.9
35.0R
35.0L
35.1
35.2
35.3
35.4
VEGA BAJA
V
E
B
J
A
V
E
T
A
JUNKER
LA CUESTA
JUNKER
EL 35
TIRE
LAS VEGAS
35.4
35.5
35.6
35.7
35.8
35.9
36.0R
36.0L
VEGA BAJA
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 6(WB)
KM 31.90
LINE - 8(EB)
KM 35.00
LINE - 7(WB)
KM 32.30
LINE - 13(WB)
KM 35.71
LINE - 9(WB)
KM 35.02
LINE - 10(WB)
KM 35.06
LINE - 11(WB)
KM 35.20
LINE - 12(WB)
KM 35.28
MUN.
VEGA ALTA
MUN.
VEGA ALTA
MUN.
VEGA BAJA
MUN.
VEGA BAJA
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 31.90
AutoCAD SHX Text
LINE ENDS KM 31.95
AutoCAD SHX Text LINE 6 NEW SFGR L = 50 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 32.3
AutoCAD SHX Text
LINE ENDS KM 32.99
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 7 NEW SFGR L = 690 mts
AutoCAD SHX Text
LINE BEGINS KM 35.00
AutoCAD SHX Text
LINE ENDS KM 34.94
AutoCAD SHX Text LINE 8 NEW SFGR L = 60 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 35.02
AutoCAD SHX Text
LINE ENDS KM 35.04
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 9 NEW SFGR L = 20 mts
AutoCAD SHX Text
LINE BEGINS KM 35.06
AutoCAD SHX Text
LINE ENDS KM 35.08
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 10 NEW SFGR L = 20 mts
AutoCAD SHX Text
LINE BEGINS KM 35.20
AutoCAD SHX Text
LINE ENDS KM 35.27
AutoCAD SHX Text LINE 11 NEW SFGR L = 70 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 35.28
AutoCAD SHX Text
LINE ENDS KM 35.32
AutoCAD SHX Text LINE 12 NEW SFGR L = 40 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 35.71
AutoCAD SHX Text
LINE ENDS KM 35.78
AutoCAD SHX Text LINE 13 NEW SFGR L = 70 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-02.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval
.5
.6
.7
.8
.9
.0
R
.0
L
.1
V E
G A
B A
J A
TOTAL
HOSPITAL
WILMA N. VAZQUEZ
KING
BURGER
PHARMACY
CVS
TIRE CENTER
RODRIGUEZ
R
L
V E
G
A
B
A J A
ALEX
PIZZA
EL PATIO
BBQ
MEDICAL TRANSP.
INTERNATIONAL
V
E
B
J A
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 14(EB)
KM 36.69
LINE - 18(WB)
KM 40.00
LINE - 19(WB)
KM 43.40
LINE - 15(WB)
KM 36.80
LINE - 16(EB)
KM 37.16
LINE - 17(WB)
KM 37.63
MUN.
VEGA BAJA
MUN.
VEGA BAJA
MUN.
VEGA BAJA
MUN.
VEGA BAJA
STUDY AREA
AutoCAD SHX Text
LINE ENDS 36.69
AutoCAD SHX Text
LINE BEGINS KM 36.70
AutoCAD SHX Text LINE 14 NEW SFGR L = 10 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
NEW SFGR LINE BEGINS KM 36.80
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 15 NEW SFGR L = 280 mts
AutoCAD SHX Text
NEW SFGR ENDS MEET TO EXISTING KM 37.08
AutoCAD SHX Text
LINE ENDS KM 37.16
AutoCAD SHX Text
LINE ENDS KM 37.20
AutoCAD SHX Text LINE 16 NEW SFGR L = 40 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 37.63
AutoCAD SHX Text
LINE BEGINS KM 37.49
AutoCAD SHX Text LINE 17 NEW SFGR L = 140 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE BEGINS KM 40.00
AutoCAD SHX Text
LINE ENDS KM 40.05
AutoCAD SHX Text LINE 18 NEW SFGR L = 50 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE ENDS KM 43.49
AutoCAD SHX Text
LINE BEGINS KM 43.51
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 19 NEW SFGR L = 20 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-03.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval jfc Oval
TRANSCITA
TRIPLE S
VIDA
MANATI
MANPOWER
.2
.3
.4
.5
.6
.7
.8
MANATI
TEVAPHARMA
CANDEL COOP
M
A
N
A
T
Í
VERONICA'S
BAKERY
MANATI
COOP
GLIDDEN
ACT
46.9
47.0R
47.0L 47.1
47.2
47.3
47.4
VILLA MARIA
CENTER
SHOPPING
ROOMS TO GO
OUTLET
EL
FERROCARRIL
AEE
R
L 5
M
A
N
A
T
Í
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 20(WB)
KM 45.50
LINE - 22(EB)
KM 47.23
LINE - 23(EB)
KM 49.88
LINE - 21(EB)
KM 46.49
MUN.
MANATI
MUN.
MANATI
MUN.
MANATI
MUN.
MANATI
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 45.55
AutoCAD SHX Text
LINE ENDS KM 45.61
AutoCAD SHX Text LINE 20 NEW SFGR L = 60 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE ENDS KM 46.49
AutoCAD SHX Text
LINE BEGINS KM 46.50
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 21 NEW SFGR L = 10 mts
AutoCAD SHX Text
LINE ENDS KM 47.20
AutoCAD SHX Text
LINE BEGINS KM 47.23
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 22 NEW SFGR L = 30 mts
AutoCAD SHX Text
LINE ENDS KM 49.88
AutoCAD SHX Text
LINE BEGINS KM 49.90
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 23 NEW SFGR L = 20 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-04.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval
53.9
54.0R
54.0L
54.1
54.2
54.3
M A N A T Í
B A
R C
E L O
N E
T A
R
L
B
A
R
C
E
L O
N
E
T
A
B
A
R
C
E
L
O
N
E
T
A
M
A
N
A
T
Í
JF MONTALVO
NORTEQUIPO
FERRETERIA
FONTAN
GULF
SHELL
JOSE CORDERO
ESCUELA
R
L
B
A
R
C
E
L
O
N
E
T
A
60.0R
60.0L
60.1
60.2
60.3
60.4
60.5
60.6
B A
R C
E L O
N E
T A
A R
E C
I B
O
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 24(WB)
KM 54.40
LINE - 26(EB)
KM 56.34
LINE - 27(WB)
KM 60.33
LINE - 25(EB)
KM 54.97
MUN.
BARCELONETA
MUN.
BARCELONETA
MUN.
BARCELONETA
MUN.
ARECIBO
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 54.00
AutoCAD SHX Text
LINE ENDS KM 54.04
AutoCAD SHX Text LINE 24 NEW SFGR L = 40 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
LINE ENDS KM 54.97
AutoCAD SHX Text
LINE BEGINS KM 54.99
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 25 NEW SFGR L = 20 mts
AutoCAD SHX Text
LINE ENDS KM 56.34
AutoCAD SHX Text
LINE BEGINS KM 56.35
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 26 NEW SFGR L = 10 mts
AutoCAD SHX Text
LINE BEGINS KM 60.33
AutoCAD SHX Text
LINE ENDS KM 60.35
AutoCAD SHX Text LINE 27 NEW SFGR L = 20 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-05.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval
COMERCIAL HNOS.
BARRETO
THE BATTERY RECYCLING
CORP.
R
L
A
R
E
C
I B
O
1SHELL
PUMA
68.4
68.5
68.6
68.7
68.8
A V
E
D
O M
I N
U I Z
71.1
71.2
71.3
71.4
AEROPUERTO
REGIONAL
ANTONIO NERY JUARBE POL
COOP.
ZENO GANDIA
Mc. DONALD'S
KING
BURGER
70.4
70.5
70.6
70.7
70.8
70.9
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 35(WB)
KM 68.55
LINE - 40(EB)
KM 72.71
LINE - 44(EB)
KM 74.31
LINE - 45(WB)
KM 74.30
LINE - 46(WB)
KM 74.46
LINE - 36(WB)
KM 70.48
LINE - 38(EB)
KM 71.20
LINE - 37(WB)
KM 70.76
LINE - 39(EB)
KM 71.26
LINE - 41(WB)
KM 72.64
LINE - 42(EB)
KM 72.97
LINE - 43(WB)
KM 72.79
LINE - 47(WB)
KM 74.70
MUN.
ARECIBO
MUN.
ARECIBO
MUN.
ARECIBO
MUN.
ARECIBO
MUN.
ARECIBO
STUDY AREA
AutoCAD SHX Text
MEET TO EXISTING LINE ENDS KM 72.65
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 40 NEW SFGR L = 60 mts
AutoCAD SHX Text
MEET TO EXISTING LINE BEGINS KM 72.71
AutoCAD SHX Text
MEET TO EXISTING LINE BEGINS KM 72.64
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 41 NEW SFGR L = 130 mts
AutoCAD SHX Text
BRIDGE TRANSITION UPGRADE KM 72.77
AutoCAD SHX Text
BRIDGE TRANSITION UPGRADE LINE ENDS KM 72.79
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 42 NEW SFGR L = 180 mts
AutoCAD SHX Text
LINE BEGINS KM 72.97
AutoCAD SHX Text
BRIDGE TRANSITION UPGRADE LINE BEGINS KM 72.79
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 43 NEW SFGR L = 160 mts
AutoCAD SHX Text
LINE ENDS KM 72.95
AutoCAD SHX Text
LINE ENDS KM 74.28
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 44 NEW SFGR L = 30 mts
AutoCAD SHX Text
LINE BEGINS KM 74.31
AutoCAD SHX Text
LINE BEGINS KM 74.30
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 45 NEW SFGR L = 70 mts
AutoCAD SHX Text
LINE ENDS KM 74.37
AutoCAD SHX Text
LINE BEGINS KM 74.46
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 46 NEW SFGR L = 70 mts
AutoCAD SHX Text
LINE ENDS KM 74.53
AutoCAD SHX Text
LINE BEGINS KM 74.70
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 47 NEW SFGR L = 70 mts
AutoCAD SHX Text
LINE ENDS KM 74.77
AutoCAD SHX Text
LINE BEGINS KM 68.55
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 35 NEW SFGR L = 50 mts
AutoCAD SHX Text
MEET TO EXISTING KM 68.60
AutoCAD SHX Text
LINE ENDS KM 71.17
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 38 NEW SFGR L = 30 mts
AutoCAD SHX Text
LINE BEGINS KM 71.20
AutoCAD SHX Text
MEET TO EXISTING LINE BEGINS KM 71.26
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 39 NEW SFGR L = 40 mts
AutoCAD SHX Text
LINE ENDS KM 71.22
AutoCAD SHX Text
LINE BEGINS KM 70.48
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 36 NEW SFGR L = 40 mts
AutoCAD SHX Text
MEET TO EXISTING KM 70.52
AutoCAD SHX Text
LINE BEGINS KM 70.76
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 37 NEW SFGR L = 50 mts
AutoCAD SHX Text
LINE ENDS KM 70.81
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-07.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval jfc Oval jfc Oval
A
L
N
U
C
A
I
D
E
A C
- 2
P R
O J E
C T
B E
G
IN
B Y
O T
H E
R S
Mc. DONALD'S
PUMA
PIZZA
HUT
WALGREENS
TOWN CENTER
HATILLO
KFC
.5
.6
.7
.8
.9
.0
R
.0
L
.1
R
L
.1
75.2
POLICIA
MUNICIPAL
AUTO STOP
MITSUBISHI
86.3
86.4
URB.
COSTA NORTE
CERAMIC
TILE OUTLET
83.4
83.5
83.6
83.7
83.8
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 48(WB)
KM 74.99
LINE - 51(EB)
KM 87.67
LINE - 49(EB)
KM 83.61
LINE - 50(WB)
KM 86.35
LINE - 52(EB)
KM 88.00
MUN.
ARECIBO
MUN.
HATILLO
MUN.
HATILLO
MUN.
HATILLO
STUDY AREA
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 51 NEW SFGR L = 60 mts
AutoCAD SHX Text
MEET TO EXISTING LINE BEGINS KM 87.62
AutoCAD SHX Text
LINE ENDS KM 87.87
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 52 NEW SFGR L = 130 mts
AutoCAD SHX Text
LINE BEGINS KM 88.00
AutoCAD SHX Text
MEET TO EXISTING LINE ENDS KM 87.56
AutoCAD SHX Text
LINE BEGINS KM 74.99
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 48 NEW SFGR L = 30 mts
AutoCAD SHX Text
LINE ENDS KM 75.02
AutoCAD SHX Text
LINE BEGINS KM 86.35
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 50 NEW SFGR L = 150 mts
AutoCAD SHX Text
LINE ENDS KM 86.50
AutoCAD SHX Text
LINE ENDS KM 83.55
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 49 NEW SFGR L = 60 mts
AutoCAD SHX Text
LINE BEGINS KM 83.61
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 2
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
FRIVERA
AutoCAD SHX Text 12/05/2018
AutoCAD SHX Text C:\dm workspace\17217-1B\RSD-08.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval
SUPER
BODY PARTS
ESCUELA
JOSE C.
GLIDDEN
ORIENTAL
RICOMINI
BAKERY
PLAZA
ISABELA
PEP BOYS
BURGER
KING
PONDEROSA
ROSARIO
111.9
112.0R
112.0L
112.1
112.2
112.3
112.4
112.5
P R
O F
E S
S
IO
N A
L
P L A
Z A
C
A
L
L
E
J
L
L
O
T
P O
L
IC
IA
E S
T A
C
IO
N C
D
B
M A
R B
L E
G
R A
N
IT
E
R
L
A G
U A
D
IL
L A
L A
C A
S A
D E
L O
S
D T
O P
A A
A
T O
R N
IL
L O
S
C A
R R
IL
L O
G A
S
S T
A T
IO
N
R U
B
IO
IM
P
O R
T S
.2
.3
.4
.5
.6
.7
.8
S
IZ
Z L E
R
C
H
IL
I' S
W
A L G
R
E E
N
S
W
E N
D
Y 'S
.6
.7
.8
.9
.0
R
.0
L
A G
U
A D
IL
L A
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12
4.
LINE - 11(WB)
KM 112.08
LINE - 14(WB)
KM 120.33
LINE - 13(WB)
KM 119.14
LINE - 23(WB)
KM 125.85
LINE - 12(WB)
KM 112.08
LINE - 15(WB)
M 120.60
MUN.
ISABELA
MUN.
AGUADILLA
MUN.
AGUADILLA
MUN.
AGUADILLA
STUDY AREA
AutoCAD SHX Text
LINE ENDS KM 112.17
AutoCAD SHX Text
LINE BEGINS KM 112.08
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 11 NEW SFGR L = 90 mts
AutoCAD SHX Text
LINE ENDS KM 112.30
AutoCAD SHX Text
LINE BEGINS KM 112.28
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 12 NEW SFGR L = 20 mts
AutoCAD SHX Text
LINE ENDS KM 119.16
AutoCAD SHX Text
LINE BEGINS KM 119.14
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 13 NEW SFGR L = 20 mts
AutoCAD SHX Text
LINE ENDS KM 120.38
AutoCAD SHX Text
LINE BEGINS KM 120.33
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 14 NEW SFGR L = 50 mts
AutoCAD SHX Text
LINE ENDS KM 120.65
AutoCAD SHX Text
MEET TO EXISTING KM 120.60
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 15 NEW SFGR L = 50 mts
AutoCAD SHX Text
LINE BEGINS KM 125.85
AutoCAD SHX Text
LINE ENDS KM 125.86
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 23 NEW SFGR L = 10 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
MUNICIPALITIES
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
FED. AID HWAY
AutoCAD SHX Text
RW
AutoCAD SHX Text C
AutoCAD SHX Text PROJECT No.
AutoCAD SHX Text
A.C. PROJECT
AutoCAD SHX Text CODE No.
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
SIGNING AND GUARDRAILS IMPROVEMENTS PROJECTS PR-2
AutoCAD SHX Text
HURRICANE MARÍA RECOVERY EFFORTS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ISLANDWIDE
AutoCAD SHX Text
PR-2
AutoCAD SHX Text
FINAL CHECK
AutoCAD SHX Text
WORK
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
TRACED
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY
AutoCAD SHX Text
CMA# 17217-1
AutoCAD SHX Text
ROADSIDE SAFETY PLAN
AutoCAD SHX Text
RSD
AutoCAD SHX Text
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
AC-804541
AutoCAD SHX Text
UNIT 3
AutoCAD SHX Text
ER-9999(286)
AutoCAD SHX Text
90% FINAL PLAN
AutoCAD SHX Text 02/26/19
AutoCAD SHX Text
USER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
FILE:
AutoCAD SHX Text
SEQUENCE:
AutoCAD SHX Text
ABERMUDEZ
AutoCAD SHX Text 11/05/2018
AutoCAD SHX Text
17217-1C\RSD-02.DWG
AutoCAD SHX Text
AutoCAD SHX Text 1:2,000
AutoCAD SHX Text jfc Oval jfc Oval jfc Oval
C
H
U
R
C
H
S
C
H
I C
K
E
N
H
Y
U
N
D
A
I
R
L
W
ALGREENS
FORD
SOCIAL SECURITY
ADM.
CHURCH'S
CHICKEN
FINA
CHINA
C A
L
D
M
A S
HOSPITAL
DAMAS
A V
E
M
U Ñ
Z
V
E R
A
C A
L
R
Q U
E S
A
GUARDIA
NACIONAL
C A
L
N
T
Y
227.0R
227.0L
227.1
227.2
227.3
227.4
227.5
227.6
B
U
R
G
E
R
K
I N
G
P
O
N
C
E
ESTADIO DE YAUCO
197.6
197.7
197.8
197.9
.3
C M
A A
E
LL
C
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
LEGEND:
DOUBLE FACE GUARDRAILDFGR:
SINGLE FACE GUARDRAILSFGR:
CONCRETE MEDIANCONC. MED
KILOMETER IDENTIFICATION
KM 2.4
BRIDGE IDENTIFICATION
B 1009
BRIDGE TRANSITION UPGRADEBTU
TERMINALTER
CONCRETE GORE OR CURB
TO BE DEMOLISHED
BOX BEAM GUARDRAILBBGR:
NOTES:
FOR BRIDGE TRANSITION UPGRADE (BTU) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
1.
FOR MEDIAN BARRIER TRANSITION (MBT) DETAILS
REFER TO DTOP STD. DWG. MB-23 TO MB-26.
2.
FOR LINES INFO REFER TO TABLES ON SHEETS
RSD-05 TO RSD-15.
3.
FOR CONCRETE MEDIAN DETAILS REFER TO
DTOP STD. DWG. CB-01 TO CB-12.
4.
LINE - 8(WB)
KM 228.89
LINE - 12(EB)
KM 223.37
LINE - 11(EB)
KM 227.35
LINE - 9(WB)
KM 229.10
LINE - 10(EB)
KM 229.24
LINE - 13(EB)
KM 229.02
LINE - 14(EB)
KM 209.53
LINE - 15(EB)
KM 197.78
MUN.
PONCE
MUN.
PONCE
MUN.
PONCE
MUN.
PONCE
MUN.
PONCE
STUDY AREA
AutoCAD SHX Text
LINE BEGINS KM 228.89
AutoCAD SHX Text
LINE ENDS KM 229.00
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 8 NEW SFGR L = 110 mts
AutoCAD SHX Text
LINE BEGINS KM 229.10
AutoCAD SHX Text
LINE ENDS KM 229.13
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 9 NEW SFGR L = 30 mts
AutoCAD SHX Text
LINE ENDS KM 229.10
AutoCAD SHX Text
MEET TO EXISTING KM 229.24
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 10 NEW SFGR L = 140 mts
AutoCAD SHX Text
LINE ENDS KM 228.90
AutoCAD SHX Text
MEET TO EXISTING KM 229.02
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 13 NEW SFGR L = 120 mts
AutoCAD SHX Text
LINE ENDS KM 227.25
AutoCAD SHX Text
MEET TO EXISTING KM 227.35
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 11 NEW SFGR L = 100 mts
AutoCAD SHX Text
MEET TO EXISTING KM 223.43
AutoCAD SHX Text
MEET TO EXISTING KM 223.37
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 12 NEW SFGR L = 60 mts
AutoCAD SHX Text
LINE BEGINS KM 197.78
AutoCAD SHX Text
LINE ENDS KM 197.72
AutoCAD SHX Text LINE 15 NEW SFGR L = 60 mts
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text
MEET TO EXISTING KM 209.47
AutoCAD SHX Text
MEET TO EXISTING KM 209.53
AutoCAD SHX Text
SFGR TO BE REMOVED
AutoCAD SHX Text LINE 14 NEW SFGR L = 60 mts
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FISCAL
AutoCAD SHX Text
HIGHWAY
AutoCAD SHX Text No.
AutoCAD SHX Text
YEAR
AutoCAD SHX Text P.R.
Aut…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .