Plans AC-825578 - PR ER PRMNT RPR(7).pdf

PUERTO RICO

A.C CODE NO. 810541

DESIGN AREA

COMMONWEALTH OF PUERTO RICO

DEPARTMENT OF TRANSPORTATION

AND PUBLIC WORKS

HIGHWAY AND TRANSPORTATION

AUTHORITY

ORACLE NO. LPE1099541

SHEETS

TOTAL

NO.

SHEET

YEAR

FISCALISLAND

2018PR

MUNICIPALITY

VIEQUES

P.R.

HIGHWAY

VARIES

CODE NO.

AC. PROJECT

R259999578

AC-825578C

R/W

PROJECT NO.

FED.AID H'WAY

1 70

AUTHORITY

HIGHWAY AND TRANSPORTATION

COROZAL, PUERTO RICO 00783

J. O. V. & ASSOCIATESJ

V

P.O. BOX NO. 865MARINA ST. NO. 6 ALTOS,

ENGINEERING AND ARCHITECTURAL FIRM

ER-9999(292 )

PROJECT SITE

SITE

VIEQUES

HURRICANE MARIA EFFORTS FOR SIGNING

AND GUARDRAIL

SCHEDULE OF DRAWINGS

SHEET

No. DESCRIPTION DWG No.

SECTION "GR" GENERAL

1 TITLE SHEET GR/1

2 INDEX OF SHEETS GR/2

3 GENERAL NOTES AND LEGEND GR/3

4 TYPICAL SECTIONS GR/4

SECTION "MOT" MAINTENANCE OF TRAFFIC

5 - 9 MAINTENANCE OF TRAFFIC MOT/1 TO MOT/5

10 - 11 CONSTRUCTION SIGN TABLE MOT/6 TO MOT/7

SECTION "TS" SIGNING AND ROADSIDE SAFETY PLAN

12 - 46 SIGNING & ROADSIDE SAFETY PLAN TS/1 TO TS/30

47 GUARDRAIL INSTALLATION TABLES TS/31

48 - 50 SIGN DATA SHEET TS/32 TO TS/34

51 - 52 GUIDE SIGN DETAILS TS/35 TO TS/36

53 TABLE OF KILOMETER AND HECTOMETER POST MARKERS TS/37

54 SMALL TRAFFIC SIGN ROUTE MARKER TS/38

55 - 70 INTERIM STANDARD DRAWINGS TS/39 TO TS/54

HUMACAO

VIEQUESLAS

PIEDRAS

TRUJILLO

ALTO

AGUAS

BUENAS

JUNCOS

GURABO

CAYEY

CIDRA

CAGUAS

BAYAMON

INDEX OF SHEETS

SHEET No. DESCRIPTIONSHEET No. DESCRIPTION SECTIONAL

REFERENCE

SECTION "GR" GENERAL

1 TITLE SHEET GR/1

2 INDEX OF SHEETS GR/2

3 GENERAL NOTES AND LEGEND GR/3

4 TYPICAL SECTIONS GR/4

SECTION "MOT" MAINTENANCE OF TRAFFIC

5 MAINTENANCE OF TRAFFIC MOT/1

6 MAINTENANCE OF TRAFFIC MOT/2

7 MAINTENANCE OF TRAFFIC MOT/3

8 MAINTENANCE OF TRAFFIC MOT/4

9 MAINTENANCE OF TRAFFIC MOT/5

10 - 11 CONSTRUCTION SIGN TABLE MOT/6 TO MOT/7

SECTION "TS" SIGNING AND ROADSIDE SAFETY PLAN

12 PR-200 KEY MAP GR/5

13 - 20 PR-200 SIGNING & ROADSIDE SAFETY PLAN TS/1 TO TS/8

21 PR-201 KEY MAP GR/6

22 - 29 PR-201 SIGNING & ROADSIDE SAFETY PLAN TS/9 TO TS/16

30 PR-995 KEY MAP GR/7

31 - 34 PR-995 SIGNING & ROADSIDE SAFETY PLAN TS/17 TO TS/20

35 PR-996 KEY MAP GR/8

36 - 39 PR-996 SIGNING & ROADSIDE SAFETY PLAN TS/21 TO TS/24

40 PR-997 KEY MAP GR/9

41 - 46 PR-997 SIGNING & ROADSIDE SAFETY PLAN TS/25 TO TS/30

47 GUARDRAIL INSTALLATION TABLES TS/31

48 - 50 SIGN DATA TABLES TS/32 TO TS/34

51 - 52 GUIDE SIGN DETAILS TS/35 TO TS/36

53 TABLE OF KILOMETER AND HECTOMETER POST MARKERS TS/37

54 SMALL TRAFFIC SIGN ROUTE MARKER TS/38

55 - 70 INTERIM STANDARD DRAWINGS TS/39 TO TS/54

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALEJ. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

2 70

GR

INDEX OF SHEETS

1 - THE COORDINATES USED IN THIS CONTRACT ARE BASED ON THE NAD 83 REV. 97

COORDINATES SYSTEM.

2 - THE DATUM USED FOR THE VERTICAL CONTROL SYSTEM IS MEAN SEA LEVEL.

3 - THE METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PLANS FOR THIS PROJECT EXCEPT

WHERE OTHERWISE SPECIFIED.

4 - ARROWS ON PIPES AND CULVERTS INDICATES THE DIRECTION OF FLOW.

5 - NORTH ARROW POINTS TO THE TRUE NORTH.

TO EXISTING PAVEMENT SLOPES AND ELEVATIONS, EXCEPT WHERE NECESSARY TO

6 - FINAL GRADING ELEVATIONS SHOWN ALONG EXISTING ROADWAYS GENERALLY CONFORM

INCREASE CROSS SLOPE TO MINIMUM REQUIRED FOR ADEQUATE DRAINAGE PURPOSES.

7 - THE CONTRACTOR SHALL MAINTAIN FREE ACCESS TO ALL PROPERTIES ALONG THE LENGTH OF THE PROJECT THROUGHOUT THE DURATION OF THE CONTRACT FOR THE CONSTRUCTION OF THIS PROJECT.

8 - ANY UTILITY DAMAGE OCCURRING THAT ARE NOT SCHEDULE IN THE PLANS SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSES.

9 - UNSUITABLE MATERIAL SHALL BE DISPOSED OFF BY THE CONTRACTOR IN LOCATIONS APPROVED

BY THE RESIDENT ENGINEER. THE COST OF REMOVAL AND DISPOSAL SHALL BE CONSIDERED

IN THE PRICE FOR UNCLASSIFIED EXCAVATION.

10 - CONTINUOUS MAINTENANCE SHALL BE KEPT FOR ALL PERMANENT AND PROVISIONAL DRAINS

DURING THE CONSTRUCTION OF BASE COURSE.

11 - NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING

12 - THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ANY MEASURES REQUIRED TO PREVENT

WATER POLLUTION, RESULTING FROM SOIL EROSION AT ALL TIMES DURING ALL THE

CONSTRUCTION PHASES AS PER SECTION 107.09 OF THE GENERAL PROVISIONS. ALL PERMANENT

PROJECT POLLUTION CONTROL FEATURES MUST BE PERFORMED AT THE EARLIEST PRACTICABLE

TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES.

13 - THE GEOTHECHNICAL REPORT FOR THIS PROJECT SHALL BE EXAMINED BY THE CONTRACTOR.

FACILITIES.

G E N E R A L N O T E S :135.35

EXISTINGPROPOSED

SYMBOL

B.M. NO.3

S W S W

PL

or or or or

W x x dem.

FEATURE REMARKS

STANDARD SYMBOLS

V-3

T.O.C.

T.O.S. T.O.S.

T.O.C.

(a) WHEN MORE THAN ONE (1) LINE COINCIDE, THEY SHOULD BE IDENTIFY AS APPLICABLE .

14 - THE CONTRACTOR MUST CLEAN ALL THE EXISTING DRAINAGE SYSTEM.

AMERICAN SOCIETY OF TESTING MATERIALS

HIGHWAY TRANSPORTATION OFFICIALS

AMERICAN ASSOCIATION OF STATE AND

A B B R E V I A T I O N S :

BITUMINOUS COATED CORRUGATED

KSI

J.B.

INV.

I.E.

HYD.

IN.

GRD.

HOR.

H.W.

GRAV.

G.V.

KIPS PER SQUARE INCH

INVERT ELEVATION

JUNCTION BOX

HYDRANT

INVERT

INCHES

HIGH WATER

GAS VALVE

HORIZONTAL

GROUND

GRAVEL

GALV.

G.

G.I.

FWD.

F.L.

FAS

F.F.

F.

FAP

FA

E.F.

F. TO F.

E.H.W.

EXT.

E

EXIST.

E.G.

EXP.

EST.

Exc.

GALVANIZED IRON

FEDERAL AID SECONDARY

FEDERAL AID PRIMARY

GALVANIZE

FORWARD

FLOW LINE

GAS

FRONT FACE

FEDERAL AID

FILL

EXISTING GROUND

EXTERNAL DISTANCE

EXTREME HIGH WATER

EACH FACE

EXTERNAL

FACE TO FACE

ESTIMATE

EXCAVATION

EXISTING

EXPANSION

E. TO E.

ELEV.

ENGR.

DWY.

EL.

DIAM.

DWG.

DIM.

DEG.

DIA.

CULV.

CS

C.

C.M.P.

CU.M.

C.O.A.

COORD.

C.M.

COM.

CONC.

ELEVATION

DRIVEWAY

ELEVATION

END TO END

ENGINEER

DIAMETER

DIAMETER

DIMENSION

DRAWING

DEGREE

COMMUNICATIONS

CONTROL OF ACCESS

CORRUGATED METAL

CORRUGATED METAL PIPE

CURVE TO SPIRAL

CUBIC METER

CULVERT

CUT

CONCRETE

COORDINATES

C.L. & L

C. TO C.

CTD.

COL.

CL.

C

C.I.

C.I.P C.B.

BLDG.

B.W.F.

BIT.CONC.

B.C.C.M.P.

B.M.

B & S B.V.

B.F.

B.L.

AVG.

BK.

CENTER TO CENTER

CENTER LINE

COATED

COLUMN

CLEAR

METAL PIPE

BUILDING

CAST IRON

CATCH BASIN

CAST IRON PIPE

BARBED WIRE FENCE

BELL AND SPIGOT

BITUMINOUS CONCRETE

BEARING VALUE

BENCH MARK

BACK FACE

AVERAGE

BASE LINE

BACK

ASB.

AWS.

ASPH.

ALT.

AL.

ABUT.

AGG.

AH.

A.S.T.M.

A.A.S.H.T.O.

AMERICAN WELDING SOCIETY

ALTERNATE

ALUMINUM

ASBESTOS

ASPHALT

ABUTMENT

AGGREGATE

AHEAD

SQUARE METERSSQ. MTS.

V.C. VERTICAL CURVE

N.I.C.

VERT.

W.M.

W.MTR.

W.V.

W.W.

W.M.F.

W.I.

NOT INCLUDED IN CONTRACT

WIRE MESH FENCE

WING WALL

WROUGHT IRON

VERTICAL

WATER MAIN

WATER METER

WATER VALVE

S.G.

TYP.

T.G.

T.E.

T.P.

TEL

TS

S.L.

UG.

T

STA.

STD.

SW.

SC

ST

SQ.M.

STR.

S.S.

STR.

SUBGRADE

TELEPHONE POLE

TANGENT TO SPIRAL

TANGENT DISTANCE OF CURVE

TYPICAL

TOP OF GRADE

TOP ELEVATION

UNDERGROUND

TELEPHONE

SURVEY LINE

SPIRAL TO CURVE

SPIRAL TO TANGENT

SQUARE METER

STATION

STRUCTURE

STORM SEWER

STRAIGHT

STANDARD

SIDEWALK

MEAN SEA LEVELM.S.L.

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

POINT OF VERTICAL INTERSECTION

POINT OF COMPOUND CURVATURE

PROPOSEDPROP.

RT.

SC.

S

RDWAY.

R.O.W.

RD.

RDWAY.

SAN.S.

S.M.H.

SHDR.

P.S.F.

P.R.H.A.

POT

R.C.P.

RR.

R

P.V.I.

P.G.

RET.

RIGHT

SANITARY SEWER

SANITARY SEWER MANHOLE

SLOPE

SHOULDER

SCALE

ROADWAY

RIGHT OF WAY

ROADWAY

ROAD

POUNDS PER SQUARE FOOT

POINT OF TURNING

REINFORCED CONCRETE PIPE

RADIOUS OF CURVATURE

PROPOSED GRADE

RAILROAD

RETAINING

PCC

PDA

P.L.

P.P.

PWR.

P.C.C.

PT

PRC

PI

PC

NO.

M.P.H.

MTS.

PVMT.

O. TO O.

O.D.

O.C.

MON.

MIN.

PILE DRIVING ANALYZER

PORTLAND CEMENT CONCRETE

POINT OF TANGENCY

POINT OF REVERSE CURVE

POINT OF INTERSECTION

POINT OF CURVATURE

PROPERTY LINE

POWER POLE

POWER

MILES PER HOUR

OUTSIDE TO OUTSIDE

OUTSIDE DIAMETER

NUMBER

PAVEMENT

ON CENTER

METERS

MONUMENT

MINIMUM

M/SEC.

L L.C.

M.H.W.

MAX.

M.H.

M.L.

M.B.

L.P.

L

LT.

METERS PER SECOND

MEAN HIGH WATER

LENGTH OF CURVE

MAXIMUM

MANHOLE

MAIN LINE

MAIL BOX

LONG CHORD

LIGHT POLE

LENGTH

LEFT

W.P. WORKING POINT

EXISTING SCHOOL.

EXISTING CHURCH.

EXISTING BASEBALL FIELD.

SPECIAL SYMBOLS FOR URBAN AREA:

EXISTING FIREHOUSE.

EXISTING BRIDGE.

EXISTING GUARD RAIL TO BE REMOVED AND REPLACE.

PRIMARY NETWORK.

PRIMARY URBAN NETWORK.

SECONDARY NETWORK.

TERTIARY NETWORK.

EXISTING CEMETERY.

EXISTING POLICE STATION.

INDUSTRIAL PARK.

EXISTING US POSTAL SERVICE STATION.

EXISTING PEDESTRIAN BRIDGE.

EXISTING MEDICAL CENTER.

LOCATION NUMBER

NOTE:

FOR COLOR, SHAPE AND DIMENSION OF THE ROUTE MARKER SIGNS AND AUXILIAR PLATE REFERS TO SHEETS SIGN DATA TABLE. ALL ROUTE SIGNS AUXILIARIES SHALL MATCH COLOR COMBINATION

OF THE ROUTE SIGN THAT THEY SUPPLEMENT.

15 - THE METAL BARRIER W-BEAM GUARDRAIL SHALL COMPLY WITH DRAWING NO. MB-1 TO MB-30

OF THE PRHTA STANDARD. DRAWING REV. JUNE 2018.

NOT TO SCALEJ. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

3 70

GR

GENERAL NOTES AND LEGEND

TYPICAL SECTION OF PR-200

( Vieques: from Km. 0.00 to Km. 7.80 )

SCALE : 1 : 100

TYPICAL SECTION OF PR-201

( Vieques: from Km. 0.00 to Km. 8.98 )

SCALE : 1 : 100

TYPICAL SECTION OF PR-995, PR-996 & PR-997

SCALE : 1 : 100

(From Km. 0.00 to Km. 5.20) PR-995 (Vieques) (From Km. 0.00 to Km. 4.80) PR-996 (Vieques) (From Km. 0.00 to Km. 7.80) PR-997 (Vieques)

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

GR

TYPICAL SECTIONS

SCALE : 1 : 100

LEGEND:

GENERAL NOTES:

1. NO WORK OTHER THAN MOBILIZATION, TRAFFIC CONTROL AND PROJECT OFFICE, SHALL BE PERFORMED

UNTIL THE PROGRESS SCHEDULE IS APPROVED BY THE ENGINEER.

2. ALL TEMPORARY CONTROL DEVICES SHALL COMPLY WITH THE SUPPLEMENTAL SPECIFICATION NUMBER 638-"MAINTENANCE AND PROTECTION OF TRAFFIC" OF THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE

CONSTRUCTION, 2005 EDITION.

3. EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED FROM THE ROADWAY AFTER WORK HOURS AND SHALL BE STAGED A MINIMUM OF 10 METERS FROM THE TRAVEL WAY.

4. THE DRUM SPACING SHALL BE 5 METERS.

5. ANY ALTERATION TO THE SCHEDULE THAT MAY IMPROVE TRAFFIC OPERATIONS WITHIN THE CONSTRUCTION AREA, IN ACCORDANCE WITH THE CURRENT MUTCD AND WITH NO ADDITIONAL COST TO THE AUTHORITY, SHALL BE SUBMITTED TO THE ENGINEER AT LEAST TWENTY ONE(21) CALENDAR DAYS IN ADVANCE TO THE PROPOSED DATE OF IMPLEMENTATION FOR REVIEW. IF THE PROPOSED ALTERATION IS APPROVED IT SHALL

BE IMPLEMENTED AS DIRECTED BY THE ENGINEER.

6. THE CONTRACTOR CAN PERFORM, WITH THE APPROVAL OF THE ENGINEER, SEVERAL SIMULTANEOUS ACTIVITIES WITHIN A PHASE, AND AS PERMITTED BY THE CONTRACT PROPOSAL QUANTITIES ON THE TRAFFIC

CONTROL ITEMS.

7. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE INSTALLATION OF TEMPORARY TRAFFIC CONTROL DEVICES FOR EACH PHASE AT LEAST FOURTEEN (14) CALENDAR DAYS IN ADVANCE FOR THE RELEASE OF PUBLIC NOTICE. THE CONTRACTOR SHALL NOT COMMENCE ANY OF THE CONSTRUCTION PHASES

WITHOUT A PUBLIC NOTICE IS ISSUED OR WITHOUT DIRECT CONSENT FROM THE ENGINEER.

8. THE CONSTRUCTION SIGNS INSTALLATION SHOULD BE IN ACCORDANCE TO THE TEMPORARY TRAFFIC SIGNS

MOUNTING DETAILS, SHEET NO. MPT-23 OF THE PRHTA STANDARD DRAWING REV. JUNE 2012.

9. THE USE, LOCATION AND MESSAGES OF THE PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL BE

ONLY AS DIRECTED BY THE ENGINEER.

10. THE CONTRACTOR SHALL FURNISH TEMPORARY TRAFFIC CONTROL DEVICES THAT MEET THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT (NCHRP) CURRENT CRITERIA FOR THE APPLICABLE

CRASH WORTHINESS STANDARD.

11. ALL EXISTING SIGNS AND TRAFFIC CONTROL SIGNS DETERMINED BY THE ENGINEER TO BE UNNECESSARY FOR THE APPLICABLE CONSTRUCTION OPERATION SHALL BE IMMEDIATELY COVERED IN ITS ENTIRETY WITH NON ABRASIVE MATERIAL AND SHALL BE INSPECTED DURING DAY AND NIGHT TIME TO ENSURE THAT THE SIGN IS NOT READABLE. THIS WORK IS A SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS.

12. DURING THE CONSTRUCTION OPERATIONS, THE CONTRATOR SHALL TAKE ALL THE NECESSARY PRECAUTIONS AND MEASURES TO AVOID FALLING DEBRIS, TOOLS, EQUIPMENT OR ANY OTHER MATERIALS INTERFERE OR IMPACT THE MOTORING PUBLIC IN THE ROADWAY. ALL THE MATERIALS, LABOR EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS SUBSIDIARY OBLIGATION OF THE

CONTRACT UNDER EXISTING PAY ITEMS.

13. THE CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO ADJACENT PROPERTIES DURING CONSTRUCTION. THIS WORK WILL REQUIRE COORDINATION WITH BUSINESSES AND PRIVATE OWNERS. ALL THE MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING THIS REQUIREMENT IS

SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS.

14. TEMPORARY CONCRETE BARRIER END SECTION SHALL COMPLY WITH DRAWING NO. MPT-03 OF THE PRHTA

STANDARD. DRAWING REV. JUNE 2012.

15. NO EXCAVATION AND/OR PAVEMENT DROP-OFF SHALL REMAIN OPEN WITHIN THE TRAVELED WAY WHEN THE CONTRACTOR OR ITS PERSONNEL IS NOT WORKING AND PHYSICALLY PRESENT AT THE WORK SITE.

16. IN CASE THAT THE WORKS AFFECTED THE EXISTING LUMINARY THE CONRACTOR SHALL PROVIDE ADEQUATE ILLUMINATION IN THE AFFECTED AREA BUT THE GLARE OF THE SAME NO AFFECT THE VISIBILITY OF

THE DRIVERS.

17. TEMPORARY CONCRETE BARRIER SHALL BE USED TO PROTECT VEHICULAR TRAFFIC FROM EXCAVATION OR PAVEMENT DROP-OFF AREAS EQUAL OR GREATER THAN 0.30 METERS DEEP THAT WILL REMAIN OPEN FOR

A DURATION OF MORE THAN ONE DAY, AS APPROVED BY THE ENGINEER.

18. IN ALL CONSTRUCTION OPERATIONS UNDER THIS CONTRACT, ALL PRECAUTIONS SHALL BE EXERCISED IN ORDER THAT THE MOVEMENT OF EQUIPMENT AND CONSTRUCTION WORK SHALL BE PERFORMED IN SUCH A

WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC.

19. PROVISIONAL SIGNING AND TRAFFIC CONTROL SHALL BE AS PROVIDED IN PART 6 "TEMPORARY TRAFFIC CONTROL" OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D), 2009 EDITION.

20. ALL TRAFFIC CONTROL DEVICES SHALL BE CLEANED, REPAINTED, REFLECTORIZED OR REPLACED AS

NECESSARY TO PROVIDE ADEQUATE VISIBILITY AND LEGIBILITY AT ALL TIMES.

21. THE PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IT DOES RESERVES THE RIGHT TO STOP THE WORKS AT ANY TIME IF THE CONTRACTOR DO NOT COMPLY WITH THE MAINTENANCE OF TRAFFIC AND THE

SAFETY REGULATIONS.

CONSTRUCTION SCHEDULE

THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL BE FOLLOWED, IN

ORDER TO MAINTAIN TRAFFIC FLOW WITH "THE LEAST POSSIBLE INTERFERENCE FROM

CONSTRUCTION OPERATIONS".

TYPICAL APPLICATIONS ARE SUMITTED FOR THE TEMPORARY TRAFFIC CONTROL ACTIVITIES FOR A

VARIETY OF SITUATIONS COMMONLY ENCOUNTERED. IT IS REQUIRED FROM THE ENGINEER TO

ADJUST THESE GUIDELINES TO FIELD CONDITIONS.

SPECIFIC SITUATIONS NOT COVERED BY THESE APPLICATIONS SHALL BE BROUGHT UP TO THE

ENGINEER FOR APPROPIATE DIRECTION AND CLARIFICATION 10 DAYS BEFORE THE BEGINNING OF

THE CONSTRUCTION WORK IN THAT AREA.

CONSTRUCTION:

1. IMPLEMENT THE WORK ZONE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE

MAINTENANCE OF TRAFFIC INDICATED ON THE PLANS (MOT-2 TO MOT-6).

2. INSTALL PCMS TO COMPLEMENT SIGNING AS REQUIRED BY EACH ACTIVITY TYPE.

3. THE DETAILS SHOWN SHALL BE USED IN BOTH DIRECTIONS.

TRAFFIC:

1. THE TRAFFIC WILL BE FLOWING AS INDICATED ON THE MAINTENANCE OF TRAFFIC USED FOR THE

CONSTRUCTION AREA.

2. ALL WORK TO BE PERFORMED SHALL BE COORDINATED WITH THE TRAFFIC ENGINEERING OFFICE

PERSONNEL.

3. NO WORK SHALL BE ALLOWED DURING PEAK HOURS. THE PEAK HOURS ARE DEFINED AS 6:00 AM -

9:00 AM AND 3:00 PM - 6:00 PM FROM MONDAY TO FRIDAY.

4. ALL ACTIVITIES PROPOSED FOR THE PROJECT THAT AFFECT THE NORMAL FLOW OF TAFFIC, SHALL BE COORDINATED WITH ALL PROJECTS THAT ARE WITHIN A COVERAGE RADIUS OF TWO MILES OF

THE WAY THAT THEY DO NOT AFFECT EACH OTHER.

5. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER THE ACCESS POINTS FOR

CONSTRUCTION VEHICLES. INSTALL SIGN W8-6 (TRUCK CROSSING - 36" X 36") TO ALERT ROAD USERS

OF LOCATIONS WHERE UNEXPECTED TRAVEL BY CONSTRUCTION VEHICLES MIGHT OCCUR.

FLASHING ARROW PANEL

FLAGGER

(SEQUENTIAL CHEVRON)

TRAFFIC SIGN LOCATION

TRAFFIC FLOW

WORK AREA

LOCATION NUMBER

CODE NUMBER

PLASTIC DRUMS

LEGEND:

FLASHING ARROW PANEL

ARROW PANEL SUPPORT OR

TRAILER (SHOWN FACING DOWN)

FLASHING ARROW PANEL

(CAUTION MODE)WORK VEHICLE

SHADOW VEHICLE

SHADOW VEHICLE WITH

TMA AND FLASHING ARROW

PORTABLE CHANGEABLE

MESSAGE SIGNS (PCMS)

LOCATION

PCMS - X

BUFFER

(Mts.)

12'=3.65 Mts.MPH

Taper lenght (L)

HIGHWAY

A B

100m.

150m.

100m.

150m.RURAL

C

100m.

150m.

URBAN

DISTANCE BETWEEN SIGNS

L = ( Mts. ) and Buffer Space for a typical lane of

3.65 mts.

<25

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

MAINTENANCE OF TRAFFIC

TYPICAL APPLICATIONS

mts.

30 mts. 30 mts.

30 mts. 150 mts. 30 mts.30 mts.

150 mts.

A B C

BUFFER WORK

AREATAPER

A B

WORK AREA

mts.

mts.

A B C

BUFFER WORK

AREA

TAPER

30 mts.

30 mts.

150 mts.

30 mts. 30 mts.

A B C TAPER

30 mts.

mts.

BUFFER WORK

AREA

30 mts.

150 mts.15 mts.

A

150 mts.

10 30 mts.

150 mts.

30 mts.

A

30 mts.

A

150 mts.

30 mts. 30 mts.

A

150 mts.

NOTE:

- FOR EACH TYPICAL APPLICATION, THE DISTANCE BETWEEN SIGNS,

TAPER AND BUFFER LONGITUDINAL LENGTH SEE THE TABLE

ON SHEET MOT/1.

- THE WORK AREA LONGITUDINAL LENGTH IT WILL DEPEND OF

THE PROJECT ENGINEER APPROVAL BUT IT SHALL NOT EXCEED

THE 100 MTS OF LENGTH FOR THE STATE ROAD AND NO MORE THAN

60 MTS FOR THE OTHER ROADS.

TYPICAL APPLICATION DIAGRAM I

TYPICAL APPLICATION DIAGRAM III

TYPICAL APPLICATION DIAGRAM II

TYPICAL APPLICATION DIAGRAM IV

LANE

LANE

LANE

MEDIANMEDIAN

LANE

LANE

MEDIAN

LANE

LANE

MEDIAN

LANE

LANE

LANE

LANE

LANE

LANE

LANE

MEDIAN

LANE

LANE

LANE

LANE

MEDIAN MEDIANMEDIAN

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

TYPICAL APPLICATIONS

BUFFER

WORK

AREA

TAPER

30 mts.30 mts.

150 mts.

30 mts.30 mts.

150 mts.

BA

30 mts.

30 mts.

150 mts.

A B C

WORK

AREA

A

30 mts. 30 mts.

150 mts.

1 4

BA

30 mts.

30 mts.

B A

W O

R K

AR

EA

C

TA

PE

R

BU

FF

ER

150 mts.

150 mts.

B A

C

TA

PE

R

BU

FF

ER 4

150 mts.

10 W

O R

K

AR

EA

30 mts. 30 mts.

A

150 mts.

BUFFER

WORK

AREA

TAPERA B C

30 mts. 30 mts.

A

150 mts.

40 m ts

40 m ts

A

15 m ts mts.

NOTE:

- FOR EACH TYPICAL APPLICATION, THE DISTANCE BETWEEN SIGNS,

TAPER AND BUFFER LONGITUDINAL LENGTH SEE THE TABLE

ON SHEET MOT/1.

- THE WORK AREA LONGITUDINAL LENGTH IT WILL DEPEND OF

THE PROJECT ENGINEER APPROVAL BUT IT SHALL NOT EXCEED

THE 100 MTS OF LENGTH FOR THE STATE ROAD AND NO MORE THAN

60 MTS FOR THE OTHER ROADS.

TYPICAL APPLICATION DIAGRAM V

TYPICAL APPLICATION DIAGRAM VII

TYPICAL APPLICATION DIAGRAM VI

TYPICAL APPLICATION DIAGRAM IXTYPICAL APPLICATION DIAGRAM VIII

LANE

LANE

LANE

LANE

LANE

LANE

LANE

LANE

LANE

LANE

LANE

MEDIANMEDIAN

LANE

MEDIAN MEDIAN

MEDIAN

LANE

LANE

LANE

LANE

MEDIAN

LANE

LANE

LANE

LANE

LANE

LANE

LANE

LANE

MEDIAN MEDIAN

MEDIAN MEDIAN

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

SHOULDERWORK

AREASHOULDER

TRUCK-MOUNTED-ATTENUATOR

FLASHING ARROW

(CAUTION MODE)

TYPICAL APPLICATION DIAGRAM XI

OUTSIDE SHOULDER CLOSURE

TEMPORARY AND PERMANENT TRAFFIC SIGNS INSTALLATION

SHORT-DURATION OR MOBILE OPERATION

TYPICAL APPLICATIONS

150 mts.

30 mts. 30 mts.

150 mts.

1 4

B A

WORK

AREA

C

TA

PE

R

BU

FF

ER

150 mts.

30 mts.

A

TYPICAL APPLICATION DIAGRAM X

NOTE:

- FOR EACH TYPICAL APPLICATION, THE DISTANCE BETWEEN SIGNS,

TAPER AND BUFFER LONGITUDINAL LENGTH SEE THE TABLE

ON SHEET MOT/1.

- THE WORK AREA LONGITUDINAL LENGTH IT WILL DEPEND OF

THE PROJECT ENGINEER APPROVAL BUT IT SHALL NOT EXCEED

THE 100 MTS OF LENGTH FOR THE STATE ROAD AND NO MORE THAN

60 MTS FOR THE OTHER ROADS.

LANE

LANE

LANE

LANE

MEDIAN MEDIAN

TYPICAL APPLICATION DIAGRAM XII

TYPICAL APPLICATION DIAGRAM LEFT LANE CLOSURE XIV

TYPICAL APPLICATION DIAGRAM RIGHT LANE CLOSURE XIII

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOT

STRUCTURE

OVERHEAD

SIGN

SIZE OF

TYPEPANELS

SIGNLOCATIONCODE

NUMBER NUMBER CODE L E G E N D

TOTALREFERENCE

MANUAL ITEM

4 4

5 1

6 1

GUIDE

SEE

SIGN 18

MUTCD

D.T.P.W.

SEE

MANUAL

MANUAL

SEE

D.T.P.W.

MANUAL

SEE

D.T.P.W.

MANUAL

SEE

D.T.P.W.

MANUAL

SEE

D.T.P.W.

D.T.P.W.

SEE

MANUAL

D.T.P.W.

SEE

MANUAL OFFSET REQUIREMENTS

ROUTE FROM

ALL PROJECT

TO

.60 mts.

OFFSET

ALL PROJECT

1,5,7,9

W21-4

W20-5

36" X 36"

36" X 36"

TRABAJO

EN CARRETERA

ADELANTE

CARRIL

CERRADO

300 MTS

IZQUIERDO

N/A

N/A

4,6,8,10

W4-2

W20-5a

W4-2

36" X 36"

36" X 36"

36" X 36" N/A

N/A

13 W21-4 36" X 36" N/A

N/A

N/A

PARE

AQUI CON

LUZ ROJA14 R10-6 24" X 36" N/A

15 R1-2 36"x36"X36 N/A

CEDA

TRABAJO

EN CARRETERA

XX MTS

W21-5 36"X36""17

G20-2A 48"X36"

CARRETERA

TERMINA

TRABAJO EN

DETAIL

N/A

SEE

MUTCD

SEE

CARRIL

CERRADO

DERECHO

300 MTS

STRUCTURE

OVERHEAD

SIGN

SIZE OF

TYPEPANELS

SIGNLOCATIONCODE

NUMBER NUMBER CODE L E G E N D

TOTALREFERENCE

MANUAL ITEM

15 1

D.T.P.W.

MANUAL

MANUAL

SEE

D.T.P.W.

D.T.P.W.

SEE

MANUAL

D.T.P.W.

SEE

MANUAL

W21-4 36" X 36" N/A

W20-5A

W21-5A 36" X 36"

36" X 36" N/A

23,24 W20-6 36" X 36" N/A

N/A

25,26 W20-7(A) 36" X 36" N/A

CARRETERA

DE

UN CARRIL

SEE

PASEO

CERRADO

DERECHO

150 MTS

N/A11 16 1

SEE

W21-5 36"X36"

TRABAJO

PASEO

EN

MANUAL

D.T.P.W.

TRABAJO

EN CARRETERA

150 MTS

PASEO

CERRADO

IZQUIERDO

150 MTS

14 1D.T.P.W.

MANUAL

20 W20-5A 36" X 36" N/A

SEEPASEO

CERRADO

IZQUIERDO

300 MTS

1D.T.P.W.

SEE

MANUAL

22 W21-5A 36" X 36" N/A

PASEO

CERRADO

DERECHO

300 MTS

MTS

W13-1

MTS

W16-2p 24" X 18" D.T.P.W.

SEE

MANUAL

LEYEND: BLACK (NO REFLECTIVE)

BACKGROUND: WHITE (REFLECTIVE)

COLORS

SIGN CODE: R10-6

PARE

AQUI CON

LUZ ROJA

*GRADUAL DECREASE OF THE AXIS

CAN BE USED

TRABAJO

EN

PASEO

ADELANTE

RURAL

URBAN ALL PROJECT .60 mts.ALL PROJECT

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

MOTMAINTENANCE OF TRAFFIC

CONSTRUCTION SIGN TABLE

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

12 70

GR

PR-200 KEY MAP

TS-1

TS-8

TS-6

TS-5

TS-2

TS-4TS-3

TS-7

PR-200

MAXIMA

VELOCIDAD

ESTACIONE

NO

PARE

PARE

PARE

PARE

PARE

PARE

PARE

ENTRE

NO BACK

TO

BACK

CEDA

9221 9217

2009216

PARE

PARE

PARE

ESTACIONE

NO

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

PARE

PARE

PARE

ESCOLAR

TERMINA

ZONA

ESTACIONE

NO

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

13 70

TS

M A T C H L I N E K m

0 . 7

M A

T C

H

L I

N E

K m

. 4

M A T C H L I N E K m

0 . 7

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 0.0 TO KM 1.4

INT

INT

997 200597

997594

PARE

PARE

PARE

PARE

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

PARE

PAREADELANTE

PILON

AEROPUERTO

PARE

PARE

ESPERANZA

ESCOLAR

TERMINA

ZONA

201200

INT

INT

AEROPUERTO

ISABEL II

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

14 70

TS

VIEQUES

M A T C

H L I N

E K m

1 . 4 M A

T

. 1

M A

T

. 1

M A T C

H L I N

E K m

2 . 8

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 1.4 TO KM 2.8

201200

INT

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

15 70

TS

M A T C

H L I N

E K m

2 . 8

M A T

I N

3 .

M A T C

H L I N

E K m

4 . 2

M A T C

E

K m

3 .

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 2.8 TO KM 4.2

ESTACIONE

NO

AEROPUERTO

DE

VIEQUES

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

16 70

TS

M A

T

. 2

M A T C

H L I N

E K m

4. 9

M A

T

. 9

M A

T

. 7

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 4.2 TO KM 5.7J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

591 9563

INT

INT

995 200

995200

INT

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

17 70

TS

M A T C H L I N E K m

5 . 7

M A T C

H L I N

E K m

6 . 5

M A T C

H L I N

E K m

6 . 5

M A T C

H L I N

E K m

7 . 2

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 5.7 TO KM 7.2

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

18 70

TS

M A T C

H L I N

E K m

8 . 3

M A

T

. 2

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 7.2 TO KM 8.3

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

19 70

TS

PR-200

M A

T

. 0

M A T C

H L I N

E K m

8 . 3

M A

T

. 0

M A

T

. 7

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 8.3 TO KM 9.7

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

20 70

TS

PR-200

M A

T

. 7

PR-200 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 9.7 TO KM 11.0

M A T C H L I N E K m

1 0 . 4

M A

T

TS-10

TS-11 TS-12 TS-13

TS-14 TS-15

TS-16

201 201

TS-9

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

21 70

GR

PR-201 KEY MAP

PR-201

PARE

PARE

PARE

PARE

9514 PARE

M.P.H

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

22 70

TS

PR-201

M A T C H L I N

E K m

0 . 7

M A T C H L I N E K m .

1 . 4

M A

T

. 7

PR-201 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 0.0 TO KM. 1.4

M.P.H

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

23 70

TS

M A

T

.1

M A T C H L I N E K m .

1 . 4

PR-201

FROM KM. 1.4 TO KM. 2.1

M.P.H.

M.P.H.

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

24 70

TS

M A

T

.1

M A T C

H L I N

E K m

2 . 8

PR-201

FROM KM. 2.1 TO KM. 2.8

M.P.H.

M.P.H.

0M

.P.H.

M .P .H

PARE

PARE

PILON

ESPERANZA

PUERTO REAL

M.P.H.

9497 9496

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

25 70

TS

M A T C H L I N E K m .

3 . 5

PR-201

M A T C

H L I N

E K m

2 . 8

M A T C

H L I N

E K m

3 . 5

M A

T

. 2

PR-201 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 2.8 TO KM. 4.2

INT

996201

INT

201996

INT

ADELANTE

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

ESCOLAR

TERMINA

ZONA

PARE

PARE

PARE

M.P.H.

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

26 70

TS

M A

T

. 9

M A

T

. 6

M A T C H L I N

E K m

4 . 9

M A T C H L I N

E K m

4 . 2

PR-201

PR-201 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 4.2 TO KM. 5.6

INT

995 201

INT

995201

5M .P .H

369604

M.P.H.

PARE

M.P.H.

LA HUECA

PUERTO REAL

ESCOLAR

TERMINA

ZONA

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

ADELANTE

PARE

M.P.H.

M.P.H.

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

27 70

TS

M A T

6 .

M A T C H L I N E K m . 7 . 0

PR-201

M A

T

. 6

M A T C

H L I N

E K m

6 . 3

PR-201 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 5.6 TO KM. 7.0

INT

INT

996 201

INT

996201

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

28 70

TS

M A T C H L I N E K m

7 . 7

M A

T

. 4

M A T C H L I N E K m

7 . 0

M A T C H L I N E K m .

7 . 7

PR-201

FROM KM. 7.0 TO KM. 8.4

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

29 70

TS

PR-201

M A T C

H L I N

E K m

8 . 4

FROM KM. 8.4 TO KM. 8.87

TS

-1

TS-18

TS-19

TS-20

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

30 70

GR

PR-995 KEY MAP

PR-995

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

31 70

TSPR-995 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 0.00 TO KM. 1.4

PR-995

M A T C

H L I N

E K m

0 . 7

M A

T

. 4

M A

T

. 7

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

32 70

TSPR-995 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 1.4 TO KM. 2.8

PR-995

M A T C

H L I N

E K m

1 . 4

M A

T

. 8

M A T

C H

2 .

M A

T

. 1

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

33 70

TSPR-995 ROADSIDE SAFETY PLAN

FROM KM. 2.8 TO KM. 4.1

PR-995

M A T C H L I N E K m .

2 . 8

M A T C H L I N E K m . 3 . 5

M A

T

. 5

M A T C H L I N E K m . 4 . 1

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

34 70

TSPR-995 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 4.1 TO KM. 5.19

PR-995

M A

T

. 8

M A T C H L I N E K m .

4 . 1

M A T C H L I N E K m .

4 . 8

-2

TS-22

TS-23

TS-24

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

35 70

GR

PR-996 KEY MAP

PR-996

617 20

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

M A T C

. 7

M A

T

SCALE : 1 : 1,000

36 70

TSPR-996 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 0.00 TO KM. 1.4

PR-996

M A T C

H L I N

E K m . 1. 4

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

37 70

TSPR-996 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 1.4 TO KM 2.9

PR-996

M A

T

. 4

M A T C

H L I N

E K m

2 . 0

M A T C H L I N E K m . 2 . 9

M A T C H L I N E K m .

2 . 0

PARE

PARE

9546 996997

996 997

INT

CEDA

PARE

ESTACIONE

NO

ESTACIONE

NO

PARE

PARE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

M A

T

SCALE : 1 : 1,000

38 70

TSPR-996 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 2.9 TO KM. 4.4

PR-996

M A T C

H L I N

E K m . 4 . 4

M A T C

H L I N

E K m

2 . 9

M A T C

H L I N

E K m

3 . 6

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

39 70

TSPR-996 SIGNING & ROADSIDE SAFETY PLAN

FROM KM 4.4 TO KM. 4.88

PR-996

M A T C

H L I N

E K m

4 . 4

-2

TS-26

TS-28

TS-27

TS-29

TS-30

996200

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

NOT TO SCALE

40 70

GR

PR-997 KEY MAP

PR-997

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

ESCOLAR

TERMINA

ZONA

ESCOLAR

TERMINA

ZONA

PARE

997613

9143 997

PARE

PARE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

41 70

TS

M A T C

H L I N

E K m

0 . 7

M A T C H L I N

E K m .

1 . 4

M A T C H L I N E K m .

0 . 7

PR-997 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 0.0 TO KM. 1.4

PR-997

HOSPITAL

HOSPITAL

PARE

PARE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

42 70

M A

T

. 4

M A T C H L I N E K m

2 . 1

M A T C H L I N E K m

2 . 1

M A

T

. 8

TSPR-997 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 1.4 TO KM. 2.8

PR-997

PARE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

43 70

M A

T

. 8

M A T C

H L I N

E K m

3 . 5

M A T C H L I N E K m . 4 . 0

TSPR-997 SIGNING & ROADSIDE SAFETY PLAN

FROM KM.2.8 TO KM. 4.0

PR-997

M A T C

H L I N

E K m

3 . 5

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

44 70

TSPR-997 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 4.0 TO KM. 5.5

PR-997

M A T C

H L I N

E K m

4 . 0

M A

T

. 7

M A

T

. 7

M A

T

. 4

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

45 70

M A

T

. 2

M A T C

H L I N

E K m

6 . 2

M A

T

. 9

TSPR-997 SIGNING & ROADSIDE SAFETY PLAN

FROM KM. 5.4 TO KM. 6.9

PR-997

M A T C H L I N

E K m .

5 . 4

997 996

INT

INT

INT

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

SCALE : 1 : 1,000

46 70

M A

T

. 5

M A

T

. 5

TSPR-997 ROADSIDE SAFETY PLAN

FROM KM. 6.9 TO KM. 7.95

PR-997

M A T C

H L I N

E K m

6 . 9

Highway

Reference Location Guardrail to be installed Terminals

Number Roadside From KM To KM Transition

Length Quantity

(LnM) Full or Partial Replacement

"Entrance Terminal "

"Exit Terminal "

880 West 7.70 7.80 15.24 15.24 Partial MB Connect to existing Guardrail

Highway Reference Location Guardrail to be installed Terminals

Number Roadside From KM To KM Transition

Length Quantity

(LnM) Full or Partial Replacement

"Entrance Terminal "

"Exit Terminal "

883(***) North 1.26 1.50 0.00 20.00 Full MB MC

884 South 2.30 2.40 0.00 18.00 Full MB MC

885 North 4.80 4.90 0.00 14.00 Full MB MC

886 North 6.00 6.03 0.00 30.00 Full MB MC

887 South 6.90 7.00 15.24 15.24 Partial MB Connect to existing Guardrail

888 North 6.80 7.00 15.24 16.00 Partial Connect to existing Guardrail MC

Highway Reference Location Guardrail to be installed Terminals

Number Roadside From KM To KM Transition

Length Quantity

(LnM) Full or Partial Replacement

"Entrance Terminal "

"Exit Terminal "

889 East 4.40 4.50 0.00 12.00 Full MB MC

Highway Reference Location Guardrail to be installed Terminals

Number Roadside From KM To KM Transition

Length Quantity

(LnM) Full or Partial Replacement

"Entrance Terminal "

"Exit Terminal "

890 West 4.10 4.20 15.24 46.00 Partial Connect to existing Guardrail MC

891 West 4.10 4.20 0.00 17.00 Full MB MC

Highway Reference Location Guardrail to be installed Terminals

Number Roadside From KM To KM Transition

Length Quantity

(LnM) Full or Partial Replacement

"Entrance Terminal "

"Exit Terminal "

876 North 1.12 1.13 0.00 13.00 Full MB MC

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO 31

TS

GUARDRAIL INSTALLATION TABLESNOT TO SCALE

47 70VARIES

S I G N T A B L E

SIGN

ROUTE OFFSETFROM TO

OFFSET REQUIREMENTS

ALL PROJECT 0.60 METERS**

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

48 70

TSSIGN DATA SHEET

(1 OF 3)NOT TO SCALE

CODE

NUMBER LOCATION NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

9145, 9148, 9153, 9155, 9157, 9161, 9162, 9164, 9168, 9170, 9183, 9198, 9218, 9226, 9229, 9231, 9233, 9234, 9239, 9243, 9244, 9245, 9248, 9252, 9260, 9262, 9263, 9264, 9267, 9269, 9270, 9281, 9306, 9323, 9325, 9326, 9349, 9360, 9469, 9474, 9483, 9485, 9486, 9488, 9489, 9493, 9508, 9519, 9523, 9524, 9531, 9532, 9534, 9538, 9544, 9597, 9560, 9591, 9598, A R1-1 30" x 30" N/A

SEE

D.T.P.W.

MANUAL

2 9537 B R1-2 36" x 36" x 36" N/A

SEE

D.T.P.W.

MANUAL

3 9230 A R2-1 24" x 30" N/A

SEE

D.T.P.W.

MANUAL

36 9468, 9500, 9604 A W1-2(L) W13-1P

30"x30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

71 9482, 9487, 9513, 9517 A W11-7 30"X30" N/A

SEE

D.T.P.W.

MANUAL

72 7110, 9175 A W11-8 30"X30" N/A

SEE

D.T.P.W.

MANUAL

74 9169 A W11-10 30"X30" N/A

SEE

D.T.P.W.

MANUAL

7081, 7082, 7083, 7084, 7085, 7086, 7087, 7088, 7089, 7090, 7091, 7092, 7093, 7094, 7095, 7096, 7097, 7098, 7099, 7100, 7101, 7102, 7103, 7104, 7105, 7111, 7114, N/A 0M-3R 12"X36" N/A

SEE

M.U.T.C.D.

9254, 9255, 9287, 9293, 9295, 9297, 9301, 9302, 9303, 9304, 9305, 9309, 9310, 9312, 9336, 9338, 9339, 9341, 9344, 9345, 9346, 9347, 9351, 9357, 9358, 9359, 9547, N/A 0M-3R 12"X36" N/A

SEE

M.U.T.C.D.

85 9138, 9178, 9238, 9265, 9599, 9607 A S1-1 W16-9P

30X30 30X12 N/A

SEE

D.T.P.W.

MANUAL

AND GUIDE

SIGN

DETAIL

86 7078, 7109, 9137, 9240, 9593, 9595 A S5-1-A 24X48 N/A

SEE

D.T.P.W.

MANUAL

PARE

CEDA

MAXIMA

VELOCIDAD

M.P.H

ADELANTE

ESCUELA

VELOCIDAD

MAXIMA

6AM-7PM

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

88 9179, 9181, 9222, 9241, 9242 A S1-1

W16-7P 30X30 24X12 N/A

SEE

D.T.P.W.

MANUAL

AND

MUTCD

7077, 7108, 7117, 7118, 9140, 9247

A S5-2 24"X30" N/A

SEE

GUIDE

SIGN

DETAIL

93 9481, 9587, 9603 A W1-2(R) W13-1P

30"x30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

94 9479, 9497, 9516, 9584 A W1-2(R)

W13-1P 30"X30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

95 9498, 9505 A W1-2(L) W13-1P

30"X30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

96 9156 A W1-5(L) W13-1P

30"x30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

97 9552 A W1-5(R) W13-1P

30"x30" 18"X18" N/A

SEE

D.T.P.W.

MANUAL

114 9144, 9177 A D9-2

D9-13AP

24"X24" 24"X6" N/A

SEE

D.T.P.W.

MANUAL

SEE TABLE OF

KILOMETER

AND

HECTOMETER

POST MARKERS

IN THIS SHEET

D10-1 10"X18" N/A

SEE

STANDARD

DRAWINGS

SEE TABLE OF

KILOMETER

AND

HECTOMETER

POST MARKERS

IN THIS SHEET

D10-2 10"X27" N/A

SEE

STANDARD

DRAWINGS

SEE TABLE OF

KILOMETER

AND

HECTOMETER

POST MARKERS

IN THIS SHEET

D10-1A 10"X27" N/A

SEE

STANDARD

DRAWINGS

SEE TABLE OF

KILOMETER

AND

HECTOMETER

POST MARKERS

IN THIS SHEET

D10-2A 10"X36" N/A

SEE

STANDARD

DRAWINGS

213 9236, 9290, 9528, 9530 A R7-1 12"X18" N/A

SEE

D.T.P.W.

MANUAL

ESCOLAR

TERMINA

ZONA

M.P.H

M.P.H

M.P.H

M.P.H

HOSPITAL

KM

X

X X

KM

KM

X X

X X X

KM

ESTACIONE

NO

M.P.H

VARIES

S1-1

YY

S5-1

YY

S5-2

YY

S1-1

YY

S1-1

YY

S1-1

YY

S5-2

YY

S5-1

YY

TYPICAL SIGNING FOR SCHOOL AREA TRAFFIC

CONTROL WITH SCHOOL SPEED LIMITS

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

301 9235 A R7-1(L) ESTACIONE

NO

12"X18" N/A

SEE

D.T.P.W.

MANUAL

591 7075, 9490, 9555 C M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

592 7080, 9221, 9333 C M1-6D M6-4

200 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

593 7076, 7113, 9159 C M1-6D 997 36"X24" N/A SEE

TS/327 3

594 9157, 9223 C M1-6D M6-1(R)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

7107, 7126, 9216, 9335, 9353, 9253

C M1-6D 200 36"X24" N/A SEE

TS/327 6

596 7112, 9227, 9541 C M2-1 M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

597 9219 D M1-6D M1-6D M6-1(L) M6-3

997 200 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

598 9217 B R2-1

R5-1 BACK TO BACK

CEDA

ENTRE

NO 36"x36"x36" 30" x 30" N/A

SEE

D.T.P.W.

MANUAL

599 9271 C M1-6D M6-2(R)

200 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

600 7079, 7116, 9256, 7205 C M2-1

M1-6D

INT

21" x 15" 36" x 24" N/A

SEE

DTPW

MANUAL

AND TS/327

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D

SIZE OF

SIGN

PANELS

OVERHEA

D

STRUCTU

RE TYPE

REFERENC

E

MANUAL

TOTA

L

ITEM

601 9251 R D1-3 6'-0" X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

602 6249 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

603 9491 B D1-2 5'-6" X 3' N/A

SEE GUIDE

SIGN

DETAILS

604 9259 D M1-6D M1-6D M6-3 M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

605 9521, 9509, 9470, 7123, 7124 C M1-6D 36"X24" N/A SEE

TS/327 5

606 9563, 9580 C M1-6D 36"X24" N/A SEE

TS/327 2

607 7106, 7119, 7120, 7186 C M2-1

M1-6D 21"X15" 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/327

608 9285 D M1-6D M1-6D M6-1L M6-3

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

609 9332 D M1-6D M1-6D M6-3 M6-1R

36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

610 9294 B D1-2 2'-6' X 4'-6" N/A

SEE GUIDE

SIGN

DETAILS

201200

201200

INT

995 200

995200

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

49 70

TSSIGN DATA SHEET

(2 OF 3)NOT TO SCALE

996 997

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

611 9180 B D1-2 7'-0" X 2'-6" N/A

SEE GUIDE

SIGN

DETAILS

612 9143 C M1-6D M6-2(L)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

613 9173 C M1-6D M6-4

997 36"X24" 21"X15 N/A

SEE

DTPW

MANUAL

AND TS/327

614 9189 A W1-4 30"X30" N/A

SEE

M.U.T.C.D

7115, 7125, 9206, 9475, C M2-1

M1-6D

INT

21"X15" 36"X24" N/A

SEE

DTPW

MANUAL

AND TS/327

616 9207 C M1-6D

M6-6(R) 996 36"X24"

21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

617 7125, 9543, 9556, 7187 C M1-6D 996 36"X24" N/A SEE

TS/327 4

618 9546 D M1-6D M1-6D

M6-1(L) M6-1(R)

996997 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

619 9540 D M1-6D M1-6D

M6-1(L) M6-3

997996 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

620 9514 C M1-6D

M6-2(R)

36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

CODE

NUMBER

LOCATION

NUMBER

PAY

ITEM

CODE

SIGN

CODE L E G E N D SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

621 9473 D M1-6D M1-6D M6-3 M6-2

996201 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

622 9496 D M1-6D M1-6D M6-1L M6-1R

201996 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

623 9477 R D1-3 6'-6" X 3'-6" N/A

SEE GUIDE

SIGN

DETAILS

624 7122 D M1-6D M1-6D M6-1(L) M6-3

201995 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

625 7121, 7126 C M1-6D M6-4

201 36"X24" 21"X15" N/A

SEE

DTPW

MANUAL

AND TS/327

626 9585 D M1-6D M1-6D M6-3 M6-1(R)

996201 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

627 9602 B D1-2 6'X3' N/A

SEE GUIDE

SIGN

DETAILS

628 7127 D M1-6D M1-6D M6-1(L) M6-3

201996 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

629 7128 D M1-6D M1-6D M6-3 M6-1(R)

996201 36X24 36X24 21X15 21X15 N/A

SEE

DTPW

MANUAL

AND TS/327

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578

HURRICANE MARIA EFFORTS FOR

SIGNING AND GUARDRAIL

PUERTO RICO

50 401

TSSIGN DATA SHEET

(3 OF 3)NOT TO SCALE

J. O. VIRELLA & ASSOCIATES

CONSULTING ENGINEER

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY

TOTAL

SHEETS

SHEET

No.

FISCAL

YEARISLANDMUNICIPALITYHIGHWAY

PR

A.C. PROJECT

CODE No.

FED AID HIGHWAY

PROJECT No.

C R/W

R E V I S I O N SDATE

VIEQUES P.R. 2019

ER-9999(292) AC-825578

R259999578