Plans - PR ER DOT PRMNT RPR(18) - 836579_HWY-227-228.pdf

PS&E 2

ER-HWY-227 & 228

LOCATION

SCHEDULE OF DRAWINGS

PONCE GUAYAMA

FAJARDO

SAN JUAN

ARECIBO

AGUADILLA

MAYAGUEZ

LOCATION PLAN

AUTHORITY

HIGHWAY & TRANSPORTATION

COMMONWEALTH OF PUERTO RICO

DESIGN AREA

AND PUBLIC WORKS

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PUERTO RICO

A UT HORITY

NOITATROPSNART&YAWHGIH

FRANCISCO R. KLEIN-MOYA

KLEIN ENGINEERING, PSC

P R E P A R E D B Y

ENGINEERING

LIC. NO. 20659

CONSULTANTS

R-8

HIGHWAY DESIGN MANUAL 1979

NONE

ARTERIAL

APPROVAL DATE BY PRHTA

3.

2.

1.

DESCRIBE THE EXCEPTION

(YES OR NO)--

(LEVEL, ROLLING, MOUNTAINOUS)--

(V)--

(T)--

(D)--

(DHV)--

(FUTURE, 2035)--

(2013)--

(FULL, PARTIAL, NONE)--

(PRHTA)--

(AASHTO)--

(PRHTA GENERAL DESIGN STANDARDS)--

AVERAGE DAILY TRAFFIC

DESIGN SPEED

MAXIMUM GRADE

TYPE OF TERRAIN

MINIMUM CURVE RADIUS--

MAXIMUM SUPERELEVATION--

DESIGN LOAD FOR STRUCTURES--

DESIGN EXCEPTION?

PERCENT OF TRUCK

DIRECTIONAL DISTRIBUTION

DESIGN HOURLY VOLUME

AVERAGE DAILY TRAFFIC

CONTROL OF ACCESS

FUNCTIONAL HIGHWAY CLASSIFICATION

FUNCTIONAL HIGHWAY CLASSIFICATION

DESIGN CLASS CODE

STRUCTURES DESIGN CODE--

HIGHWAY DESIGN CODE--

GENERAL DESIGN CRITERIA

NOTE:

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

A C CODE NUMBER 836579 / ER-9999(320)

SCALE = 1:20,000

PROJECT LENGTH

RURAL

PROJECT SITE

FINAL PLANS 100%

TOTAL LENGTH OF PROJECT 0.1107 Km. = = 0.0688 Mi.

CIDRA

AND REPAIR RECOMMENDATIONS

"ALL WORK ON THIS PROJECT SHALL BE PERFORMED AND ALL MATERIALS SHALL

BE IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION AND GENERAL PROVISIONS APPROVED BY THE

PUERTO RICO HIGHWAY AND TRANSPORTATION AUTHORITY IN 2005 AND

SUBSEQUENT AMENDMENTS IN EFFECT AT THE TIME OF BIDDING, WITH THE

STANDARD DRAWINGS, WITH THESE PLAN AND WITH ALL SPECIAL PROVISIONS

A N D I N S T R U C T I O N S I N C L U D E D I N T H E C O N T R A C T B O O K "

A.C. PROJECT

CODE NO.

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

1 732019P.R.CIALESPR-149

SECTION

REFERENCEDESCRIPTION

ER-HWY-227, PR-149, KM. 42.80

ER-HWY-228, PR-149, KM. 42.90

TYPICAL SECTIONS

CENTERLINE GEOMETRY AND VERTEX DATA TABLE

EXISTING CONDITIONS

DEMOLITION

SOIL SURVEY

PLAN AND PROFILE

EROSION AND SEDIMENTS CONTROL

CROSS SECTIONS PLANS

P.R.A.S.A. UTILITIES PLANS

DRAINAGE AND GRADING

MAINTENANCE OF TRAFFIC

TABLE OF STRUCTURES

CONTROL POINTS

GENERAL NOTES, LEGEND AND SYMBOLS

INDEX OF SHEETS

TITLE SHEET GR/1

GR/2

GR/3

GR-A/4

GR-A/5

GR-A/6

GR-A/8

GR-A/7

MOT/1-3

SS-A/1-2

PP-A/1-2

DR-A/1-3

EC-A/1

UTW-A/1-3

CS-A/1-3

GROUP B - PS&E 2

TRAFFIC SIGNING AND PAVEMENT MARKING TS-A/1-2

2017 AASHTO LRFD Bridge Design Specifications, 8th Edition

N/A

N/A

N/A

50%

N/A

N/A

MOUNTAINOUS

6%

LIVE LOAD SURCHARGE ON BACKFILL BASED ON HL-93 TRUCK LOADING WB-40

NO

TREE INVENTORY PLAN TI-A/1

STRUCTURAL PLANS RW-A/1-4

GR-A/9

ELECTRICAL PLANS UTE-A/1-2

TELECOMMUNICATIONS PLANS UTT-A/1-2

SITE-A ER-HWY-227

TYPICAL SECTIONS

CENTERLINE GEOMETRY AND VERTEX DATA TABLE

EXISTING CONDITIONS

DEMOLITION

SOIL SURVEY

PLAN AND PROFILE

EROSION AND SEDIMENTS CONTROL

CROSS SECTIONS PLANS

P.R.A.S.A. UTILITIES PLANS

DRAINAGE AND GRADING

TABLE OF STRUCTURES

CONTROL POINTS

GR-B/4

GR-B/5

GR-B/6

GR-B/8

GR-B/7

SS-B/1-2

PP-B/1-2

DR-B/1

EC-B/1

UTW-B/1-3

CS-B/1-3

TRAFFIC SIGNING AND PAVEMENT MARKING TS-B/1-2

TREE INVENTORY PLAN TI-B/1

STRUCTURAL PLANS RW-B/1-4

GR-B/9

ELECTRICAL PLANS UTE-B/1-2

TELECOMMUNICATIONS PLANS UTT-B/1-2

SITE-B ER-HWY-228

TERMINAL DETAILS ID-B/1

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.1 0.

AC-836579ER-9999(320)

DATE

DATE

DATE

DATE

SUBMITTED:

DR. EDWIN E. GONZÁLEZ MONTALVO, PE

DIRECTOR, TRAFFIC ENGINEERING

MARIA I. AYALA RIVERA, PE

LISSETTE LUGO COLÓN

DIRECTOR, CONSTRUCTION AREA

CARLOS A. LLOVERAS MATTEI

DIRECTOR, ESTIMATES AND BIDS OFFICE

AND OPERATIONS AREA

RECOMMENDED AND APPROVED:

DATE

DIRECTOR, PROGRAMMING

DR. ÁNGEL J. ALICEA RODRÍGUEZ

AND SPECIAL STUDIES AREA

EXECUTIVE DIRECTOR

DATEDR. ÁNGEL J. ALICEA RODRÍGUEZ

DIRECTOR, DESIGN AREA

RIGHT OF WAY TITLE SHEET ROW-A/1

RIGHT OF WAY TYPICAL SECTIONS ROW-A/2

RIGHT OF WAY PLAN ROW-A/3

RIGHT OF WAY CROSS SECTIONS ROW-A/4-5

RIGHT OF WAY TABLES ROW-A/6

I N D E X O F S H E E T S

SECTION "GR" GENERAL

SECTIONAL

REFERENCED E S C R I P T I O N

SHEET

NO.

TITLE SHEET GR/1

INDEX SHEET GR/2

MAINTENANCE OF TRAFFIC GENERAL NOTES AND TABLE MOT/1

SECTION "MOT" MAINTENANCE OF TRAFFIC

GR/3GENERAL NOTES, LEGEND AND SYMBOLS

GR-A/4TYPICAL SECTIONS7

GR-A/5CENTERLINE GEOMETRY AND VERTEX DATA TABLE8

GR-A/6CONTROL POINTS9

GR-A/8EXISTING CONDITIONS PLAN11

GR-A/7TABLE OF STRUCTURES10

GR-A/9DEMOLITION PLAN12

EROSION AND SEDIMENTS CONTROL PLAN EC-A/1

SECTION "EC-A" EROSION AND SEDIMENTS CONTROL (SITE-A)

SOIL SURVEY PLAN SS-A/1

SECTION "SS-A" BORINGS (SITE-A)

BORING LOGS SS-A/214

PLAN PP-A/1

SECTION "PP-A" PLAN AND PROFILE (SITE-A)

DRAINAGE AND GRADING PLAN DR-A/1

SECTION "DR-A" DRAINAGE AND GRADING (SITE-A)

SECTION "UTW-A" P.R.A.S.A. UTILITIES (SITE-A)

ELECTRICAL NOTES, LEGEND AND DETAILS UTE-A/1

SECTION "UTE-A" ELECTRICAL UTILITIES (SITE-A)

ELECTRICAL UTILITIES PLAN UTE-A/225

TELECOMMUNICATIONS NOTES AND LEGEND UTT-A/1

SECTION "UTT-A" TELECOMMUNICATIONS UTILITIES (SITE-A)

TELECOMMUNICATIONS UTILITIES PLAN UTT-A/227

SECTIONAL

REFERENCED E S C R I P T I O N

SHEET

NO.

SECTION "TS-A" TRAFFIC SIGNING AND PAVEMENT MARKING (SITE-A)

TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-A/229

SECTION "RW-A" RETAINING WALL (SITE-A)

RIGHT OF WAY TITLE SHEET ROW-A/1

SECTION "ROW" RIGHT OF WAY

RIGHT OF WAY TYPICAL SECTIONS ROW-A/239

MAINTENANCE OF TRAFFIC PLAN (STAGE-1) MOT/25

CROSS SECTIONS KEY PLAN CS-A/1

SECTION "CS-A" CROSS SECTIONS (SITE-A)

CROSS SECTIONS CS-A/235

DRAINAGE PROFILES AND DETAILS DR-A/218

PROFILE PP-A/216

P.R.A.S.A. UTILITIES PLAN UTW-A/121

P.R.A.S.A. UTILITIES DETAILS UTW-A/222

STRUCTURAL NOTES & DESIGN CRITERIA RW-A/130

RETAINING WALL FOUNDATION PLAN RW-A/231

RETAINING WALL SECTION & SCHEDULE RW-A/332

RETAINING WALL PROFILE RW-A/433

TREE INVENTORY PLAN TI-A/1

SECTION "TI-A" TREE MITIGATION (SITE-A)

MAINTENANCE OF TRAFFIC PLAN (STAGE-2) MOT/36

SECTION "GR-A" GENERAL (SITE-A)

SIGN DATA TABLE AND DETAILS TS-A/128

CROSS SECTIONS CS-A/336

GR-B/4TYPICAL SECTIONS44

GR-B/5CENTERLINE GEOMETRY AND VERTEX DATA TABLE45

GR-B/6CONTROL POINTS46

GR-B/8EXISTING CONDITIONS PLAN48

GR-B/7TABLE OF STRUCTURES47

GR-B/9DEMOLITION PLAN49

EROSION AND SEDIMENTS CONTROL PLAN EC-B/1

SECTION "EC-B" EROSION AND SEDIMENTS CONTROL (SITE-B)

SOIL SURVEY PLAN SS-B/1

SECTION "SS-B" BORINGS (SITE-B)

BORING LOGS SS-B/251

PLAN PP-B/1

SECTION "PP-B" PLAN AND PROFILE (SITE-B)

DRAINAGE AND GRADING PLAN DR-B/1

SECTION "DR-B" DRAINAGE AND GRADING (SITE-B)

SECTION "UTW-B" P.R.A.S.A. UTILITIES (SITE-B)

ELECTRICAL NOTES, LEGEND AND DETAILS UTE-B/1

SECTION "UTE-B" ELECTRICAL UTILITIES (SITE-B)

ELECTRICAL UTILITIES PLAN UTE-B/261

TELECOMMUNICATIONS NOTES AND LEGEND UTT-B/1

SECTION "UTT-B" TELECOMMUNICATIONS UTILITIES (SITE-B)

TELECOMMUNICATIONS UTILITIES PLAN UTT-B/263

SECTION "TS-B" TRAFFIC SIGNING AND PAVEMENT MARKING (SITE-B)

TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS-B/265

SECTION "RW-B" RETAINING WALL (SITE-B)

CROSS SECTIONS KEY PLAN CS-B/1

SECTION "CS-B" CROSS SECTIONS (SITE-B)

CROSS SECTIONS CS-B/271

PROFILE PP-B/253

P.R.A.S.A. UTILITIES PLAN UTW-B/157

P.R.A.S.A. UTILITIES DETAILS UTW-B/258

STRUCTURAL NOTES & DESIGN CRITERIA RW-B/166

RETAINING WALL FOUNDATION PLAN RW-B/267

RETAINING WALL SECTION & SCHEDULE RW-B/368

RETAINING WALL PROFILE RW-B/469

TREE INVENTORY PLAN TI-B/1

SECTION "TI-B" TREE MITIGATION (SITE-B)

SECTION "GR-B" GENERAL (SITE-B)

SIGN DATA TABLE AND DETAILS TS-B/164

CROSS SECTIONS CS-B/372

DRAINAGE STRUCTURAL DETAILS DR-A/319

TERMINAL DETAILS ID-B/1

SECTION "TI-B" TERMINAL DETAILS (SITE-B)

RIGHT OF WAY PLAN ROW-A/340

RIGHT OF WAY CROSS SECTIONS ROW-A/441

RIGHT OF WAY CROSS SECTIONS ROW-A/542

RIGHT OF WAY TABLES ROW-A/643

P.R.A.S.A. UTILITIES DETAILS UTW-A/323

P.R.A.S.A. UTILITIES DETAILS UTW-B/359

INDEX OF SHEET

GR

NOT TO SCALE

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

AC-836579 CIALES 2019

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF CIALES, PUERTO RICO

LANDSLIDE AND ROAD DAMAGE EVALUATION

PR-149 P.R. 73ER-9999(320)

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.1 0.

REINFORCED CONCRETE PIPER.C.P.

GASG.

GRD.

GRAV.

INV.

HYD.

HOR.

J.E.

I.E.

H.W.

G.V.

HIGH WATER

GAS VALVE

JUNCTION BOX

INVERT ELEVATION

HORIZONTAL

INVERT

HYDRANT

GROUND

GRAVEL

CU.M.

CULV.

DEG.

DWG.

DWY.

ELEV.

E. TO E.

ENGR.

EST.

EXC.

EXIST.

EXP.

EXT.

FWD.

F. TO F.

E.H.W.

FA

G.I.

F.L.

F.

FAS

FAP

E

E.G.

C.

DIA.

DIM.

CS

EXISTING

EXISTING GROUND

EXPANSION

EXTERNAL DISTANCE

GALVANIZED IRON

FLOW LINE

FEDERAL AID SECONDARY

FEDERAL AID PRIMARY

FEDERAL AID

FACE TO FACE

EXTREME HIGH WATER

FORWARD

FILL

EXTERNAL

CUBIC METER

CURVE TO SPIRAL

DIMENSION

DRIVEWAY

ELEVATION

END TO END

EXCAVATION

DRAWING

ENGINEER

ESTIMATE

CUT

DEGREE

DIAMETER

CULVERT

W.MTR. WATER METER

NOT INCLUDED IN CONTRACT

WIRE MESH FENCE

N.I.C.

W.I.

W.M.F.

W.V.

W.W.

WATER VALVE

WING WALL

WROUGHT IRON

SANITARY SEWER

SANITARY SEWER MANHOLE

SPIRAL TO CURVE

SPIRAL TO TANGENT

TOP ELEVATION

TELEPHONE POLE

TANGENT TO SPIRAL

TANGENT DISTANCE OF CURVE

VERTICAL CURVE

STORM SEWERS.S.

T.P.

VERT.

V.C.

W.M.

T.G.

T.E.

UG.

TEL

TS

T S.L.

S.G.

STR.

TOP OF GRADE

UNDERGROUND

VERTICAL

WATER MAIN

TELEPHONE

SURVEY LINE

SUBGRADE

STRUCTURE

S.M.H.

ST

SQ.M.

STA.

SHDR.

SW.

SC

RDWAY

SAN.S.

RD.

R.O.W.

RET.

RT.

SHOULDER

SIDEWALK

SQUARE METER

STATION

RETAINING

RIGHT

RIGHT OF WAY

ROAD

ROADWAY

BITUMINOUS COATED CORRUGATED

AGG.

ASB.

ASPH.

B.W.F.

B & S

BIT.CONC.

B.C.C.M.P.

BLDG.

C.I.P

C. TO C.

CTD.

COL.

COM.

CONC.

C.O.A.

COORD.

C.M.P.

C.M.

C.B.

C.L.

C.I.

B.M.

B.V.

BK.

B.L.

AH.

AL.

CAST IRON

CATCH BASIN

CENTER LINE

CAST IRON PIPE

CENTER TO CENTER

COMMUNICATIONS

CONTROL OF ACCESS

COORDINATES

CORRUGATED METAL

CORRUGATED METAL PIPE

COLUMN

CONCRETE

COATED

BUILDING

METAL PIPE

AGGREGATE

ASBESTOS

BASE LINE

BARBED WIRE FENCE

BEARING VALUE

BELL AND SPIGOT

BENCH MARK

BITUMINOUS CONCRETE

ASPHALT

BACK

AHEAD

ALUMINUM

ABUT. ABUTMENT

RADIUS OF CURVATURE

POINT OF VERTICAL INTERSECTION

PROPOSED GRADE

PROPERTY LINE

PORTLAND CEMENT CONCRETE

POINT OF TANGENCY

POINT OF REVERSE CURVE

POINT OF INTERSECTION

POINT OF CURVATURE

POINT OF COMPOUND CURVATURE

OUTSIDE TO OUTSIDE

OUTSIDE DIAMETER

MEAN SEA LEVEL

MEAN HIGH WATER

LENGTH OF CURVE

P.P.

P.G.

P.V.I.

RR.

R

PROP.

P.L.

PRC

P.C.C.

PWR.

PT

PI

PC

PCC

POWER POLE

RAILROAD

PROPOSED

POWER

O.C.

PVMT.

O. TO O.

O.D.

M.S.L.

MON.

MIN.

M.L.

M.H.W.

MAX.

M.H.

M.B.

L.P.

L

PAVEMENT

ON CENTER

MONUMENT

MINIMUM

MAXIMUM

MANHOLE

MAIN LINE

MAIL BOX

LIGHT POLE

LT. LEFT

ABBREVIATIONS:

LOWER - LOCATION

UPPER - CODE

IDENTIFY TYPE,ETC

IDENTIFY IF REQ.

IDENTIFY

PER TYPE

IDENTIFY AS

IDENTIFY

AS PER TYPE

TYPE & FLOW

IDENTIFY SIZE

IDENTIFY TYPE

PROP. SIGN IDENT.

SIGNS,GROUND,MTD.

BUILDING

TREES, PALM TREE

WATER COURSE

DITCH

CONC. PARAPETS

MANHOLES

HEADWALLS

INLETS

TOE OF SLOPE

TOP OF CUT

PIPES

RETAINING WALL

or or or or

IDENTIFY TYPE

IDENTIFY TYPE

IDENTIFY

IDENTIFY

IDENTIFY ROAD

MAGNETIC

TRUE

IDENTIFY

AT SPOT ELEV.

DECIMAL POINT

IDENTIFY

IDENTIFY

SURVEY MONUMENT

BARRIER

GUARDRAIL

CURB

SIDEWALK

PAVEMENT

CONTOUR LINES

NORTH ARROW

NORTH ARROW

HORIZONTAL P.I.

SPOT ELEVATION

SIDEWALK

FEATURE

CENTER LINE

SYMBOL

PROPOSED EXISTING REMARKS

MH

7.72

STA-1

7.72

ELECTRIC POLE

TELEPHONE POLE

HYDRANT

WATER VALVE

TOS

TOC

DEMOLITION

GENERAL NOTES:

TEL

ELEC

IDENTIFYPLANTING

CONCRETE SWALE

SLOPE

PROJECT LIMIT

PROPERTY LIMIT

IDENTIFY TYPEFENCE X X X X X X

IDENTIFYBORINGS

1. THE COORDINATES USED IN THIS CONTRACT ARE BASED ON THE PUERTO RICO LAMBERT COORDINATES SYSTEM NAD-83.

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 INDICATE THE DIRECTION OF FLOW.

5. NORTH ARROW POINTS TO THE TRUE NORTH.

6. FINAL GRADING ELEVATIONS SHOWN ALONG EXISTING ROADWAYS GENERALLY CONFORM TO EXISTING PAVEMENT SLOPES AND

ELEVATIONS, EXCEPT WHERE NECESSARY TO INCREASE CROSS SLOPE TO MINIMUM REQUIRED FOR ADEQUATE DRAINAGE

PURPOSES.

7. A SAFETY EDGE SHALL BE CONSTRUCTED AT THE OUTER EDGE OF PAVED ROADWAYS WITHIN THE LIMITS OF THE PROJECT WHERE A

CURB IS NOT PROPOSED. SAFETY EDGE DETAILS CAN BE OBTAINED FROM FHWA.

8. 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.

9. ANY UTILITY DAMAGE OCCURRING DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSES.

10. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PREPARED BY DESPIAU ASSOCIATES FOR THE PROJECT, REFERENCE

NO. DA/18O3743, DATED JANUARY 23, 2019 FOR ER-HWY-227; AND REFERENCE NO. DA/18O3742, DATED JANUARY 25, 2019 FOR

ER-HWY-228.

11. THE CONTRACTOR SHALL NOTIFY THE PRHTA'S SOILS ENGINEERING OFFICE AT LEAST THREE (3) DAYS PRIOR TO COMPLETION OF EXCAVATIONS OR COMMENCEMENT OF RETAINING WALL INSTALLATION OPERATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE DEPOSITED UNTIL THE SOIL BEARING CAPACITY IS VALIDATED BY A GEOTECHNICAL ENGINEER.

12. PLACEMENT AND COMPACTION PROCEDURES OF NEW SOIL FILL AND BACKFILL MATERIAL SHALL COMPLY WITH SPECIFICATIONS 203, 206, 207, AND RECOMMENDATIONS ESTABLISHED ON THE GEOTECHNICAL REPORT DISCUSSED IN NOTE NUMBER 10.

13. COMPACTION OF ALL EMBANKMENTS SHALL BE CONTROLLED AS SPECIFIED IN SPECIFICATION 203. ASSHTO DESIGNATION T-180-74, METHOD "D" SHALL BE USED TO DETERMINE MAXIMUM OPTIMUM MOISTURE OF MATERIALS.

14. UNSUITABLE MATERIAL SHALL BE DISPOSED BY THE CONTRACTOR IN PLACES APPROVED BY THE RESIDENT ENGINEER. THE COST OF REMOVAL AND DISPOSED SHALL BE CONSIDERED INCIDENTAL TO THE PROPOSED REPAIRS AND INCLUDED IN THE UNIT PRICE GIVEN

FOR UNCLASSIFIED EXCAVATIONS.

15. CONTINUOUS MAINTENANCE SHALL BE KEPT FOR ALL PERMANENT AND PROVISIONAL DRAINS DURING THE CONSTRUCTION OF BASE

COURSE.

16. NEW CONSTRUCTION SHALL MEET HORIZONTAL AND VERTICAL ALIGNMENTS OF EXISTING FACILITIES.

17. THE CONTRACTOR WILL BE RESPONSIBLE OF PROVIDING ANY MEASURE TO PREVENT CONTROL AND ABATE WATER POLLUTION, RESULTING FROM SOIL EROSION AT ALL TIMES DURING THE CONSTRUCTION STAGES IN COMPLIANCE WITH SECTION 107.09 OF THE GENERAL PROVISIONS. CONSTRUCTION AND / OR INSTALLATION OF ALL PERMANENT PROJECT POLLUTION CONTROL FEATURES SHALL BE PERFORMED AT THE COMMENCEMENT OF THE PROJECT, FOLLOWING THE APPROVED WORK SCHEDULE PRESENTED TO

THE ENGINEER.

18. EROSION AND SEDIMENT CONTROL PLAN MEASURES SHALL BE INSPECTED AND REPAIRED TO ORIGINAL CONDITIONS AFTER EACH

RAINFALL EVENT THAT EXCEEDS 2" IN 24 HOURS.

19. SEDIMENT SHALL BE REMOVED, AND ALL EROSION CONTROL MEASURES RESTORED TO THEIR ORIGINAL DIMENSIONS WHEN

SEDIMENT HAS ACCUMULATED TO 1/2 OF THE DESIGN DEPTH.

20. EROSION CONTROL MEASURES SHALL BE REMOVED AND THE AREA STABILIZED UPON COMPLETION OF WORK.

21. INLETS AND MANHOLES SHALL COMPLY WITH SPECIFICATION 604.

22. ALL DRAINAGE STRUCTURES, INCLUDING PIPES, SWALES, DETENTION PONDS, INLETS, MANHOLES, AND OTHERS SHALL BE

PERIODICALLY MAINTAINED AND CLEANED IN ORDER TO REMOVE SEDIMENT AND OTHER OBSTRUCTIONS IN ORDER TO PROVIDE

ADEQUATE HYDRAULIC CONDITIONS.

23. SEE STRUCTURAL PLANS FOR DETAILS OF PROPOSED STRUCTURES INCLUDED IN THIS PROJECT. SEE NOTES ON SHEET RW-A/1 &

RW-B/1.

24. SEE NOTES ON SHEET UTW-A/1 & UTW-B/1 FOR P.R.A.S.A. UTILITIES WORK TO BE DONE AS PART OF THIS PROJECT.

25. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING WITH THE CORRESPONDING UTILITIES AGENCIES' REGIONAL

OFFICE THE EXACT LOCATION OF ALL UTILITIES BEFORE ANY EXCAVATION WORK IS PERFORMED.

26. HOT PLANT MIX BITUMINOUS ASPHALT PAVEMENT SHALL FOLLOW SPECIFICATION 401.

27. LEAN CONCRETE BASE SHALL FOLLOW SPECIFICATION 305.

28. PAVEMENT MARKINGS SHALL BE AS INDICATED ON PLANS, AND CONFORMING TO PART 3 OF THE MUTCD AND SPECIFICATION 716.

29. WHERE PROPOSED CURB OR CURB AND GUTTER MEETS EXISTING ONE AND IS A DIFFERENT TYPE PROPOSED CURB SHAPE, OR CURB

AND GUTTER, SHALL BE GRADUALLY REVISED TO MATCH EXISTING SHAPE. THIS CHANGE SHALL BE ACCOMPLISHED IN LAST 2 TO 5

METERS OF PROPOSED WORK.

30. ALL PAVEMENT MARKINGS SHOWN ON PLANS SHALL BE PROVIDED. ALL OTHER EXISTING PAVEMENT MARKINGS SHALL BE REMOVED.

THIS REMOVAL SHALL BE CONSIDERED INCIDENTAL TO THE COST OF PROVIDING NEW PAVEMENT MARKINGS AND SHALL BE DONE IN

ACCORDANCE WITH SPECIFICATIONS OF THIS CONTRACT.

31. TRAFFIC SIGNS SHALL COMPLY WITH SPECIFICATION 613, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2009 INCLUDING REVISIONS 1 AND 2 (MUTCD), AND THE DETAILS PRESENTED IN THE GMTS AND OHTS SERIES OF PRHTA'S INTERIM STANDARD

DRAWINGS DATED FEBRUARY 2019.

32. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL COMPLY WITH SPECIFICATION 638 AND REVISION FROM APRIL 29, 2014.

33. ROADSIDE BARRIERS AND ALL SAFETY APPURTENANCES SHALL MEET MASH CRITERIA FOR CRASHWORTHINESS AND BE INSTALLED

FOLLOWING PRHTA STANDARD DRAWINGS FROM JUNE, 2018.

34. TOPOGRAPHIC AS-BUILT PLANS WERE PREPARED BY SURVEYORS GROUP, BASED ON FIELD WORK COMPLETED DECEMBER, 2018.

PLANS PRESENT EXISTING SITE CONDITIONS AT THE TIME TOPOGRAPHIC SURVEY WAS DONE.

PUERTO RICO AQUEDUCTS AND SEWERS AUTHORITYP.R.A.S.A.

TOP OF FOOTINGT/F

BOTTOM OF WALLB/W

GENERAL NOTES, LEGEND AND

SYMBOLS

GR

NOT TO SCALE

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

AC-836579 CIALES 2019

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF CIALES, PUERTO RICO

LANDSLIDE AND ROAD DAMAGE EVALUATION

PR-149 P.R. 73ER-9999(320)

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

ACTIVITY AREA

SIGN LOCATION NUMBER

SIGN CODE NUMBER

TRAFFIC SIGN

LEGEND:

FOR THE CONSTRUCTION OPERATION OF THE LANDSLIDE REPAIRS LOCATED AT STATE ROAD PR-149, KM. 42.8 & KM. 42.9, IN THE MUNICIPALITY OF CIALES, THE FOLLOWING CONSTRUCTION SCHEDULE AND SPECIAL INSTRUCTIONS SHALL BE FOLLOWED IN ORDER TO MAINTAIN TRAFFIC FLOW WITH THE LEAST POSSIBLE INTERFERENCE FROM CONSTRUCTION OPERATIONS. ANY ALTERATIONS TO THIS SCHEDULE SHALL BE

SUBMITTED IN WRITING TO PRHTA FOR APPROVAL, PRIOR TO ITS APPLICATION.

ALL PRECAUTIONS SHALL BE TAKEN SO THAT CONSTRUCTION WORK IS PERFORMED IN SUCH WAY AS TO AVOID UNNECESSARY INCONVENIENCES TO TRAFFIC AND PROVIDE THE SAFEST POSSIBLE ENVIRONMENT TO

ROAD USERS AND WORKERS.

SPECIFIC SITUATIONS NOT COVERED BY THESE PLANS SHALL BE PRESENTED TO THE ENGINEER IN WRITING TEN (10) CALENDAR DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK IN THE AREA, IN ORDER TO

PROVIDE CLARIFICATIONS AND / OR RECOMMENDATIONS.

CONSTRUCTION SCHEDULE

STAGE 1

A. INSTALL TEMPORARY SAFETY DEVICES AND CONSTRUCTION SIGNS AS

INDICATED ON PLANS.

B. MAINTAIN A MINIMUM 4.5 METER WIDE LANE OPEN AT ALL TIMES TO

TRAFFIC.

C. PROCEED WITH THE CLEARING AND GRUBBING OF NORTH EDGE OF ROW.

D. PROCEED WITH THE SPECIAL INLET BOX, CONCRETE APRON SLAB,

CLEANING EXISTING 30" RCP, PARTIALLY INSTALLATION OF (2) NEW 36"

RCP.

E. PROCEED WITH INSTALLATION OF WATER PIPES.

F. PROCEED WITH THE PAVING OF NORTH EDGE OF PR-149.

G. COMPLETE CORRESPONDING SIGNING AND PAVEMENT MARKINGS.

STAGES

21 1, 6

2 2

5 2

SIGN TABLE

LEGENDCODE

NUMBER

LOCATION

NUMBER

SIGN

CODE

SIZE OF SIGN

PANELS

OVERHEAD

STRUCTURE

TYPE

REFERENCE

MANUAL

TOTAL

ITEM

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

D.T.P.W.

MANUAL

N/A

SEE

D.T.P.W.

MANUAL

G20-2A 48" X 36"

TERMINA

TRABAJO EN

CARRETERA

2, 7

4, 9

5, 10

W20-7 36" X 36"

W20-6 36" X 36"CARRIL

UN SOLO

450 MTS

W20-3 36" X 36"EN CARRETERA

TRABAJO

ADELANTE

STAGE 2

A. INSTALL TEMPORARY SAFETY DEVICES AND CONSTRUCTION SIGNS AS

INDICATED ON PLANS.

B. MAINTAIN A MINIMUM 3.65 METER WIDE LANE OPEN AT ALL TIMES TO

TRAFFIC.

C. PROCEED WITH THE CLEARING AND GRUBBING & WIDENING OF SOUTH

EDGE OF ROW.

D. COMPLETE CLEANING EXISTING 30" RCP, COMPLETE INSTALLATION OF (2)

NEW 36" RCP.

E. PROCEED WITH THE INSTALLATION OF HEADWALL TYPE A & RIP-RAP

PROTECTION.

F. PROCEED WITH THE CONSTRUCTION OF (2) NEW RETAINING WALL (SITE

227 & SITE 228).

G. PROCEED WITH THE REPAVING OF PR-149 AND THE INSTALLATION OF

PROPOSED LONGITUDINAL ROADSIDE BARRIERS.

H. COMPLETE CORRESPONDING SIGNING AND PAVEMENT MARKINGS.

3 2N/A

SEE

D.T.P.W.

MANUAL

3, 8 W3-4 36" X 36"A

PREPARESE

PARAR

FLAGGER STATION 0.127m = 5"

1/16" ALUMINUM ALLOY

3105 OR 5052 PLATE

HOLE FOR

BOLT

1/16" ALUMINUM ALLOY

3105 OR 5052 PLATE

0.

7m

0.127m = 5"

FRONT VIEW SIDE VIEW

TEMPORARY CONCRETE BARRIER

REFLECTIVE SHEETING ON TOP OF

TEMPORARY CONCRETE BARRIERS

MOUNTING DETAILS

GENERAL NOTES

1. SEVERAL JOBS CAN BE PERFORMED SIMULTANEOUSLY BY THE CONTRACTOR, WITH PRIOR APPROVAL FROM THE PROJECT

ENGINEER.

2. PROVISIONAL SIGNING AND TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AS SHOWN IN THESE PLANS AND FOLLOWING THE STANDARDS SET FORTH IN PART VI, TEMPORARY TRAFFIC CONTROL, OF THE M.U.T.C.D. 2009 EDITION, INCLUDING REVISIONS 1 AND 2, AS WELL AS IN PRHTA'S STANDARD DRAWINGS, MPT SERIES.

3. WORK FOR THIS PROJECT IS CONSIDERED AS LONG-TERM STATIONARY, AS DEFINED IN THE M.U.T.C.D. 2009 EDITION. CONTRACTOR SHALL STORE ALL EQUIPMENT, MATERIALS, SIGNS, DRUMS, AND OTHER DEVICES USED FOR CONSTRUCTION IN THE CONTRACTOR'S

DESIGNATED STAGING AREA, WHICH SHALL BE APPROVED BY THE ENGINEER.

4. CONTRACTOR SHALL REFER TO AASHTO'S ROADSIDE DESIGN GUIDE, THE 2009 EDITION OF THE M.U.T.C.D., INCLUDING REVISIONS 1 AND 2, AND PRHTA'S STANDARD DRAWINGS FOR DETAILS ON BARRIERS TO BE USED DURING CONSTRUCTION.

5. CONTRACTOR SHALL COMPLY WITH SPECIFICATIONS 613 AND 638 OF PRHTA'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2005 EDITION, AND SUBSEQUENT AMENDMENTS, SUPPLEMENTAL SPECIFICATIONS, AND SPECIAL PROVISIONS.

6. CONTRACTOR SHALL INSTALL STROBE LIGHTS TO ALL VEHICLES USED FOR THIS PROJECT.

7. CONTRACTOR SHALL INSTALL A TRUCK-MOUNTED ATTENUATOR (TMA) TO ALL TRUCKS USED AS SHADOW VEHICLES IN THIS

PROJECT. A SHADOW VEHICLE EQUIPPED WITH A TMA SHALL BE PRESENT AT ALL TIMES WHEN HEAVY EQUIPMENT OR PERSONNEL IS

IN THE ACTIVITY AREA.

8. NO WORK OTHER THAN MOBILIZATION SHALL BE DONE UNTIL THE PROJECT'S PROGRESS SCHEDULE IS APPROVED BY THE

ENGINEER.

9. ANY PROPOSED ALTERATION TO THE SCHEDULE THAT MAY IMPROVE TRAFFIC OPERATIONS AND SAFETY WITHIN THE CONSTRUCTION AREA SHALL BE SUBMITTED TO THE ENGINEER, IN WRITING, NO LESS THAN TWENTY-ONE (21) CALENDAR DAYS PRIOR TO ITS PROPOSED IMPLEMENTATION. ALTERATIONS TO THE SCHEDULE SHALL ONLY BE DONE IF APPROVED BY THE

ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER.

10. CONTRACTOR SHALL FURNISH TTC DEVICES THAT MEET MASH CRITERIA FOR APPLICABLE CRASHWORTHINESS STANDARDS.

11. CONTRACTOR SHALL AVOID FALLING DEBRIS, TOOLS, EQUIPMENT, OR ANY MATERIAL INTERFERE OR IMPACT THE MOTORING PUBLIC

USING THE ROADWAY. ALL MATERIALS, LABOR, EQUIPMENT, AND WORK NECESSARY FOR IMPLEMENTING AND COMPLYING WITH THIS REQUIREMENT IS A SUBSIDIARY OBLIGATION OF THE CONTRACT UNDER EXISTING PAY ITEMS.

12. CONTRACTOR SHALL USE BALLOON LIGHTING TO AVOID THAT GLARE MAY AFFECT DRIVERS.

13. FLAGGER STATIONS SHALL BE PRESENT 24 HOURS A DAY, 7 DAYS A WEEK, THROUGHOUT CONSTRUCTION.

14. CONTRACTOR SHALL INSTALL ORANGE RETROREFLECTIVE PANELS ON TOP OF TEMPORARY CONCRETE BARRIERS.

15. THE DESIGN OF SIGN PLATES SHALL BE IN ACCORDANCE WITH THE "MANUAL DE ROTULACION PARA LAS VIAS PUBLICAS DE PUERTO

RICO 2020" AND STANDARD DRAWINGS MPT-24 TO MPR-27.

16. THE NUMBER OF CHANNELIZING DEVICES FOR PARTS OF TRAFFIC CONTROL ZONE SHALL BE IN ACCORDANCE WITH STANDARD

DRAWING MPT-10.

SCALE=1:400

MAINTENANCE OF TRAFFIC

GENERAL NOTES AND TABLE

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

AC-836579 CIALES 2019

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF CIALES, PUERTO RICO

LANDSLIDE AND ROAD DAMAGE EVALUATION

PR-149 P.R. 73ER-9999(320)

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

MOT

RIGHT OF WAY LIMIT

KMKM

KMKM

STA-D11

STA-D14

STA-D16

STA-D17

STA-D13

STA-D1

STA-D2

617.4

617.40

STA-D15

RI

GH

T

OF

W

AY

L

IM

IT

RIGHT OF WAY LIMIT

X=1

,85

Y=238,250

X=1

,85

Y=238,200

X=1

,85

Y=238,150

X=1

,85

Y=238,100

X=1

,80

Y=238,300

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,80

Y=238,150

X=1

,80

Y=238,100

X=1

,80

Y=238,050

X=1

,75

Y=238,300

X=1

,75

Y=238,250

X=1

,75

Y=238,200

X=1

,75

Y=238,150

X=1

,75

Y=238,100

X=1

,75

Y=238,350

X=1

,70

Y=238,300

X=1

,70

Y=238,250

X=1

,70

Y=238,200

X=1

,70

Y=238,150

X=1

,70

Y=238,350

X=1

,70

X=1

,65

Y=238,300

X=1

,65

Y=238,250

X=1

,65

Y=238,350

X=1

,60

Y=238,300

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

100m

100m

100m

100m

100m

100m

100m

100m

100m

100m

ACTIVITY AREA

STAGE-1

CIALES

PR-149

PR-149

TEMPORARY

CONCRETE BARRIER

TEMPORARY

CONCRETE BARRIER

SITE-A (ER-HWY-227)

SITE-B (ER-HWY-228)

30.00m

INSTALL TYPE III

TL-2 CRASH CUSHION

INSTALL TYPE III

TL-2 CRASH CUSHION

30.00m

MAINTENANCE OF TRAFFIC PLAN -

STAGE 1

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

AC-836579 CIALES 2019

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF CIALES, PUERTO RICO

LANDSLIDE AND ROAD DAMAGE EVALUATION

PR-149 P.R. 73ER-9999(320)

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

MOT

20100

SCALE=1:400

KMKM

KMKM

STA-D11

STA-D14

STA-D16

STA-D17

STA-D13

STA-D1

STA-D2

617.4

617.40

STA-D15

RI

GH

T

OF

W

AY

L

IM

IT

RIGHT OF WAY LIMIT

X=1

,85

Y=238,250

X=1

,85

Y=238,200

X=1

,85

Y=238,150

X=1

,85

Y=238,100

X=1

,80

Y=238,300

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,80

Y=238,150

X=1

,80

Y=238,100

X=1

,80

Y=238,050

X=1

,75

Y=238,300

X=1

,75

Y=238,250

X=1

,75

Y=238,200

X=1

,75

Y=238,150

X=1

,75

Y=238,100

X=1

,75

Y=238,350

X=1

,70

Y=238,300

X=1

,70

Y=238,250

X=1

,70

Y=238,200

X=1

,70

Y=238,150

X=1

,70

Y=238,350

X=1

,70

X=1

,65

Y=238,300

X=1

,65

Y=238,250

X=1

,65

Y=238,350

X=1

,60

Y=238,300

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

CIALES

PR-149

TEMPORARY

CONCRETE BARRIER

TEMPORARY

CONCRETE BARRIER

100m

100m

100m

100m

100m

100m

100m

100m

100m

100m

ACTIVITY AREA

STAGE-2

PR-149

SITE-A (ER-HWY-227)

SITE-B (ER-HWY-228)

30.00m

30.00m

INSTALL TYPE III

TL-2 CRASH CUSHION

INSTALL TYPE III

TL-2 CRASH CUSHION

MAINTENANCE OF TRAFFIC PLAN -

STAGE 2

MOT

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

AC-836579 CIALES 2019

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF CIALES, PUERTO RICO

LANDSLIDE AND ROAD DAMAGE EVALUATION

PR-149 P.R. 73ER-9999(320)

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

20100

SCALE=1:400

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

HOT PLANT MIX BITUMINOUS BASE COURSE MIX B(75)(34), SPEC. 401

SUBBASE COURSE, SPEC. 301

0.05m

LEGEND:

0.15m

AGGREGATE BASE COURSE, SPEC. 3043 0.15m

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+00.00 TO STA.0+03.28

X

X

X

X

EXIST. ROW

LIMIT

EXIST. ROW

LIMIT

EXISTING PAVEMENT

STRUCTURE TO REMAIN

5 COLD MILLING, SPEC. 4030.05m

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+03.28 TO STA.0+54.44

PR-149

X

X

X

X

EXIST. ROW

LIMIT

EXIST. ROW

LIMIT

1 2

6 W-BEAM GUARDRAIL (SEE STD. DRAWINGS MB SERIES MASH JUNE 2018), SPEC. 606

12" PERFORATED

DRAIN PIPE

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+65.14 TO STA.0+74.50

X

X

EXIST. ROW

LIMIT

STRUCTURE No.2

HEADWALL TYPE A

STRUCTURE No.1

SPECIAL BOX

(2) 36" RCP

CLASS III

0.80m(MIN)

EXISTING PAVEMENT

STRUCTURE TO REMAIN

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+74.50 TO STA.0+82.31

1 5

X

X

X

X

EXIST. ROW

LIMIT

EXIST. ROW

LIMIT

1 2 3

1 5

7 7

EXISTING PAVEMENT

STRUCTURE TO REMAIN

7 SAFETY EDGE

2H:1V

8 BORROW CLASS "B", CLASSIFIABLE AS A-2-4, OR BETTER, SPEC. 203

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+74.50 TO STA.0+77.77

CL

PR-149CL

PR-149CL

PR-149CL

X

X

X

X

PROPOSED

ROW LIMIT

EXIST. ROW

LIMIT

PR-149CL

1 2 3 7

EXISTING 30"Ø RCP CLASS III

TO BE CLEANED UP TO

DISCHARGE POINT

CONCRETE

APRON SLAB

X

X

PROPOSED

ROW LIMIT

RET. WALL

9 AASHTO TYPE "F" CONCRETE BARRIER, SP-934

10 RIP RAP PROTECTION CLASS VII (HEC 23) , SPEC. 622

TYPICAL SECTION

SCALE = 1:100

FROM STA.0+54.44 TO STA.0+65.14

EXISTING PAVEMENT

STRUCTURE TO REMAIN

1 5

X

X

X

X

EXIST. ROW

LIMIT

EXIST. ROW

LIMIT

7 7

PR-149CL

TYPICAL SECTIONS

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

GR-A

SCALE=1:100

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

X=1

,75

Y=238,200

0+82.31

0+00

PRC

PCC

PCC

PT

PC

PT

0+52.63

-0+00

PT

PC PCC

PT

PC

L1

C1

C2

C3

C4

L2

L3

C5

C6

C7

C8

PR-149_RET WALL

ID

C6

L2

C7

C8

L3

C5

VERTEX

PC STA. -0+00.00

VERTEX

PT STA. 0+02.79

STA. 0+02.79

STA. 0+10.06

PC STA. 0+10.06

VERTEX

PT STA. 0+25.65

PC STA. 0+25.65

VERTEX

PT STA. 0+43.21

STA. 0+43.21

STA. 0+50.07

PC STA. 0+50.07

VERTEX

PT STA. 0+52.63

DIST.

7.26

6.87

5-24-44

11-02-23

8-40-21

4-49-14

R

29.58

80.92

115.99

30.43

T

1.40

7.82

8.79

1.28

E

0.03

0.38

0.33

0.03

L

2.79

15.59

17.56

2.56

COORDINATES

N

238267.4674

238266.3454

238265.1498

238265.1498

238258.9367

238258.9367

238252.4802

238246.9883

238246.9883

238240.8120

238235.6504

238235.6504

238232.3162

238232.3162

238231.6945

238231.1690

COORDINATES

E

191748.1007

191748.9345

191749.6587

191749.6587

191753.4223

191753.4223

191757.8352

191763.4027

191763.4027

191769.6640

191776.7850

191776.7850

191782.7886

191782.7886

191783.9082

191785.0761

BEARING

S31-12-19E

S60-57-13E

S74° 00' 27.83"E

R=55.00m

R=77.75m

R=112.81m

R=21.00m

S31° 12' 18.99"E

S60° 57' 13.34"E R=30.43m

R=29.58m

R=80.92m

R=115.99m

BEGIN LINE PR-149

PC STA. 0+00.00

END LINE PR-149

PT STA. 0+82.31

BEGIN LINE PR-149_RET WALL

PC STA. 0+00.00

END LINE PR-149_RET WALL

PT STA. 0+52.63

LINE-PR-149

LINE-PR-149_RET WALL

C9 L4

PR-149

ID

C1

C2

C3

C4

L1

C9

L4

VERTEX

PC STA. 0+00.00

VERTEX

PT STA. 0+10.27

PC STA. 0+10.27

VERTEX

PT STA. 0+28.52

PC STA. 0+28.52

VERTEX

PT STA. 0+51.03

PC STA. 0+51.03

VERTEX

PT STA. 0+57.33

STA. 0+57.33

STA. 0+60.48

PC STA. 0+60.48

VERTEX

PT STA. 0+80.72

STA. 0+80.72

STA. 0+82.31

DIST.

3.15

1.58

10-42-03

13-26-54

11-26-01

17-10-57

46-24-18

R

55.00

77.75

112.81

21.00

25.00

T

5.15

9.17

11.29

3.17

10.72

E

0.24

0.54

0.56

0.24

2.20

L

10.27

18.25

22.51

6.30

20.25

COORDINATES

N

238271.6246

238267.8356

238263.4646

238263.4646

238255.6860

238249.2486

238249.2486

238241.3177

238235.1379

238235.1379

238233.4018

238232.5277

238232.5277

238231.6611

238231.6611

238228.7087

238219.2122

238219.2122

238217.8083

COORDINATES

E

191748.0416

191751.5312

191754.2565

191754.2565

191759.1064

191765.6324

191765.6324

191773.6725

191783.1253

191783.1253

191785.7808

191788.8307

191788.8307

191791.8544

191791.8544

191802.1560

191807.1213

191807.1213

191807.8553

BEARING

S74-00-28E

S27-36-10E

R=25.00m

S27° 36' 10.22"E

CENTERLINE GEOMETRY AND

VERTEX DATA

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

GR-A

SCALE=1:150

628.292

631.887

TEL 629.53

STA-D14

ASPHALT EDGE

ASPHALT EDGE

POTABLEWATER PIPE

628.15

627.90

628.11 CONCRETE

W

ALL

W

W

W

W W W W

N37° 41' 33.87"W

S4° 51' 08.29"E

7.73m

6.94m

ELEC

624.199

STA-D12

STA-D11

STA-D2

624.4

622.4

620.4 618.4

616.4 614.4

ASPHALT EDGEASPHALT EDGE

ENTRANCE

624.385

X=1

,65

Y=238,350

S7° 54' 37.91"W

S19° 29' 41.60"E

S8° 42' 27.05"E

S31° 07' 11.86"E

22.42m

49.53m

29.89m

49.37m

TEL TE

L

635.46

631.74

635.75

631.65

KMKM

631.4

629.4

627.4

625.4

623.4

COLLAPSED AREA

ASPHALT EDGE

ASPHALT EDGE

STA-D15

630.12

630.08

630.18

631.634

631.42

632.64

632.70

632.50W W W W W W W W W W W

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

S42° 22' 40.89"E S36° 34' 08.12"W28.11m

2.19m

CONTROL POINTS

STA-D14

CLEAN-OUT

WATER METER

EXISTING ELEVATION

CONTROL STATION

LUMINARY POLE

TREE

7.72

LEGEND:

WM

STA-1

NOTES:

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

CONTROL STATIONS

STATION

STA-D12

COORDINATES

NORTHING ELEVATIONEASTING

238375.3103 191662.0723 619.1777

238356.1227 620.7457191673.6654

DESCRIPTION

PK-NAIL

STA-D11 PK-NAIL

238282.9458 628.4995191739.5519STA-D14 PK-NAIL

238239.4584 632.4387191773.7454STA-D15 PK-NAIL

STA-D11

STA-D12 SCALE = 1:100

SCALE = 1:200

STA-D15

SCALE = 1:100

GR-A

TYPE "D"

D

IA

M E

T E

R O

F P

IP

E

S T

R U

C T

U R

E N

U M

B E

R

INCHES

STATION

TYPE "C"

CURB, L.M.

TYPE "B"MTS TYPE "A" TYPE "D"TYPE "C" TYPE "E"

L E

N G

T H

O F

P

IP

E

CONCRETE

S H

A L L O

W C

O N

C R

E T

E

E N

D S

E C

T

IO

N

"Ø

H A

L F

L.M.TYPE "F"

G U

T T

E R

L .M

C O

N C

R E

T E

C U

R B

A N

D

L.M.

C O

N C

R E

T E

P

IP

E

G U

T T

E R

TYPE "B"TYPE "A"EA TYPE "C"

HEADWALLS

T R

E N

C H

E X

C A

V A

T

IO

N

SPECIAL BOX"3""1"

TYPE

MH

R

IP

-R A

P

CuM.

INLETS

B R

ID

G

E R

A

IL

L.M L.M.

W -B

E A

M G

U A

R D

R A

IL

R E M A R K S

A A

S H

T O

T Y

P E

F

C

O N

C R

E T

E B

A R

R

IE

R

L.M.

R E

T A

IN

IN

G W

A L L

NO.

56 56 57 57 58 58

TOTALS

(T Y

P E

-I

3.66X1.45X2.50

NO.1

"4A"

L.M.

0+03.28, 2.68Rt TO 0+54.44, 2.56 Rt(PR-149)

BRIDGE

L.M.

18.054

0+03.28, 2.68Rt TO 0+54.44, 2.56 Rt(PR-149)

0+71.24, 3.15Lt(PR-149)

0+67.50, 4.93Rt(PR-149)

0+70.10(PR-149)36

0+67.50, 4.93Rt(PR-149)

0+73.95, 2.86Rt(PR-149)

(2) 9.027

52.63

52.63

18.71 52.634011

0+65.14, 3.17Lt TO 0+82.08, 3.25 Rt(PR-149) 18.71

12 0+00.24, 5.60Rt TO 0+54.40, 0.79Rt (PR-149)

0+00.24, 5.60Rt(PR-149)

0+00.24, 5.60Rt(PR-149)

MTS

57 1

L E

N G

T H

O F

P E

R F

O R

A T

E D

P

IP

E

SqM

C O

N C

R E

T E

A P

R O

N S

L A

B

0+76.34, 3.06Lt(PR-149) 3.58

3.58

CuM.

NOT TO SCALE TABLE OF STRUCTURES

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

GR-A

TEL TE

L

626.959

628.292

631.887

TEL 629.53

635.46

631.74

635.75

631.65

633.61

638.53

637.97

633.66

634.45

636.52

KMKM

STA-D14

STA-D16

615.4

614.4

631.4

629.4

627.4

625.4

623.4

621.4

619.4

617.4

615.4

613.4

611.4

626.4

624.4

622.4

620.4

618.4

616.4

614.4

612.4

610.4

608.4

COLLAPSED AREA

30"CONCRETE

PIPE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

POTABLEWATER PIPE

POTABLEWATER PIPE

POTABLEWATER PIPE

CONCRETE WALL

CONCRETE WALL

STA-D15

630.12

630.08

630.18

627.32

626.959

627.41

631.634

631.42

634.67

634.35

634.60

641.99639.02642.11

636.62

636.51

BAMBOO

AREA

632.64

635.66 636.06

633.77

633.63

632.64

632.70

632.50

628.15

627.90

628.11 CONCRETE

W

ALL

S.S .P

IP

E

T.E .=6

.42

I.E .=6

.66

S.S .P

IP

E

T.E .=6

.86

I.E .=6

.10

W

W

W

W

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W

W

W

W

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT0+00

0+10

0+20 0+30

0+40

0+50

0+60

0+70 0+80 0+82

PRC

PCC

PCC

PT

PC

PT

LINE-PR-149 BEGINS

(ER-HWY-227)

STA:0+00.00

LINE-PR-149 ENDS

(ER-HWY-227)

STA:0+82.31

EXISTING CONDITIONS PLAN

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)CONTROL STATIONS

STA-D12 238375.3103 191662.0723 619.1777

238356.1227 620.7457191673.6654

PK-NAIL

STA-D11 PK-NAIL

238282.9458 628.4995191739.5519STA-D14 PK-NAIL

238239.4584 632.4387191773.7454STA-D15 PK-NAIL

GR-A

CLEAN-OUT

WATER METER

EXISTING ELEVATION

CONTROL STATION

LUMINARY POLE

TREE

7.72

LEGEND:

WM

STA-1

NOTES:

L

626.959

628.292

631.887

TEL 629.53

635.46

631.74

635.75

631.65

633.61

638.53

637.97

633.66

634.45

636.52

KMKM

STA-D14

STA-D16

615.4

614.4

631.4

629.4

627.4

625.4

623.4

621.4

619.4

617.4

615.4

613.4

611.4

610.4

611.4

626.4

624.4

622.4

620.4

618.4

616.4

614.4

612.4

610.4

608.4

606.4

COLLAPSED AREA

30"CONCRETE

PIPE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

POTABLEWATER PIPE

POTABLEWATER PIPE

POTABLEWATER PIPE

CONCRETE WALL

CONCRETE WALL

STA-D15

630.12

630.08

630.18

627.32

626.959

627.41

631.634

631.42

634.67

634.35

634.60

641.99639.02642.11

636.62

636.51

BAMBOO

AREA

632.64

635.66 636.06

633.77

633.63

632.64

632.70

632.50

628.15

627.90

628.11 CONCRETE

W

ALL

S.S .P

IP

E

T.E .=6

.42

I.E .=6

.66

S.S .P

IP

E

T.E .=6

.86

I.E .=6

.10

W

W

W

W

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W

W

W

W

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

EXISTING ASPHALT

TO BE SCARIFIED EXISTING WATER PIPE

TO BE REMOVED

ASPHALT TO

BE SCARIFIED

X=191,749.6487 Y=238,273.1040

EXISTING TREE

TO BE REMOVED

EXISTING TREE

TO BE REMOVEDEXISTING COMMUNICATION

POST TO BE REMOVED

EXISTING COMMUNICATION

POST TO BE REMOVEDEXISTING KILOMETER

SIGN TO BE REMOVED

ASPHALT TO

BE SCARIFIED

X=191,746.4345 Y=238,270.1452

ASPHALT TO

BE SCARIFIED

X=191,809.7373 Y=238,218.7923

ASPHALT TO

BE SCARIFIED

X=191,805.9732 Y=238,216.8243

EXISTING TREE

TO BE REMOVED

EXISTING ASPHALT

TO BE FULL DEPTH

DEMOLISHED

ASPHALT TO

BE DEMOLISHED

X=191,748.5318 Y=238,267.8000

EXISTING TREE

TO BE REMOVED

EXISTING TREE

TO BE REMOVED

ASPHALT TO

BE DEMOLISHED

X=191,750.1769 Y=238,269.1637

ASPHALT TO

BE DEMOLISHED

X=191,786.1141 Y=238,233.5131

ASPHALT TO

BE DEMOLISHED

X=191,785.2057 Y=238,231.4600

ASPHALT TO

BE DEMOLISHED

X=191,798.0360 Y=238,231.0080

ASPHALT TO

BE DEMOLISHED

X=191,793.6535 Y=238,228.5336

ASPHALT TO

BE DEMOLISHED

X=191,805.4653 Y=238,225.3765

ASPHALT TO

BE DEMOLISHED

X=191,801.8996 Y=238,223.3633

EXISTING WATER PIPE

TO BE REMOVED

WATER PIPE

TO BE REMOVED

X=191,806.1326 Y=238,216.9076

WATER PIPE

TO BE REMOVED

X=191,747.4336 Y=238,268.8206

DEMOLITION PLAN

AREA TO BE DEMOLISHED OR REMOVED

LEGEND:

ASPHALT TO BE SCARIFIED

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

GR-A

NOTES:

1. FOR ACTIONS TO BE TAKEN WITH EXISTING UTILITIES, REFER

TO DRAWING SERIES UTW-A, UTE-A AND UTT-A.

2. FOR ACTIONS TO BE TAKEN WITH EXISTING TREES, REFER TO

DRAWING SERIES TI-A.

L

TEL

KMKM

STA-D14

STA-D16

STA-D15

W

W

W

W

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W

W

W

RI

GH

T

OF

W

AY

L

IM

IT

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

-0+00

0+20

0+40

0+52.63

PT

PC PCC

PT

PC

LINE-PR-149 &

WIDENING BEGINS

PC. STA:0+00.00

MATCH EXISTING

EDGE OF ROADWAY

X=191,748.0416 Y=238,271.6246

0+82.31

0+00 0+10

0+20 0+30

0+40

0+50

0+60

0+70 0+80

PRC

PCC

PCC

PT

PC

PT

LINE-PR-149_RET WALL BEGINS

STA:0+00.00

LINE-PR-149_RET WALL ENDS

STA:0+52.63

CIALES

LINE-PR-149 ENDS

MATCH SITE 228

STA:0+82.31

X=191,807.8553 Y=238,217.8083

SOIL SURVEY PLAN

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

SS-A

NOT TO SCALE

BORING LOGS

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

AW

IN

G

D

AT

E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

KE

PS

C

TA

G

TA

G

FR

K

C G

T

.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

SS-A

L

628.292

631.887

TEL 629.53

635.46

631.74

635.75

631.65

633.61

638.53

637.97

633.66

634.45

636.52 640.29

KMKM

STA-D14

STA-D16

619.4

617.4

615.4

614.4

631.4

629.4

627.4

625.4

623.4

621.4

619.4

617.4

615.4

613.4

611.4

626.4

624.4

622.4

620.4

618.4

616.4

614.4

612.4

610.4

COLLAPSED AREA

30"CONCRETE

PIPE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

ASPHALT EDGE

POTABLEWATER PIPE

POTABLEWATER PIPE

POTABLEWATER PIPE

CONCRETE WALL

CONCRETE WALL

STA-D15

630.12

630.08

630.18

626.959

627.41

631.634

631.42

634.67

634.35

634.60

641.99639.02642.11

636.62

636.51

BAMBOO

AREA

632.64

635.66 636.06

633.77

633.63

632.64

632.70

632.50

628.15

627.90

628.11 CONCRETE

W

ALL

S.S .P

IP

E

T.E .=6

.42

I.E .=6

.66

S.S .P

IP

E

T.E .=6

.86

I.E .=6

.10

W

W

W

W

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W

W

W

W

W

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

-0+00

0+20

0+40

0+52.63

PT

PC PCC

PT

PC

LINE-PR-149 &

WIDENING BEGINS

PC. STA:0+00.00

MATCH EXISTING

EDGE OF ROADWAY

X=191,748.0416 Y=238,271.6246

0+82.31

0+00 0+10

0+20 0+30

0+40

0+50

0+60

0+70 0+80

PRC

PCC

PCC

PT

PC

PT

LINE-PR-149_RET WALL BEGINS

STA:0+00.00

LINE-PR-149_RET WALL ENDS

STA:0+52.63

CIALES

5.

m (E

DG

E

OF

P

AV

EM

EN

T)

4.

m (T

RA

VE

LE

D

W

AY

) PROPOSED R.O.W.

RIP-RAP

PROTECTION

4" CONCRETE

APRON SLABSPECIAL

INLET BOX

LINE-PR-149 ENDS

MATCH SITE 228

STA:0+82.31

X=191,807.8553 Y=238,217.8083

MATCH EXISTING

EDGE OF ROADWAY

MATCH EXISTING

EDGE OF ROADWAY

PROPOSED W-BEAM

GUARDRAIL

PROPOSED

TYPE "F BARRIER

TAPER ENDS

STA:0+13.55(PR-149)

OFF:2.75m Rt

TAPER BEGINS

STA:0+45.57(PR-149)

OFF:2.75m Rt

TAPER BEGINS

STA:0+00.00(PR-149)

OFF:2.18m Rt

TAPER ENDS

STA:0+58.45(PR-149)

OFF:2.23m Rt

AASHTO TYPE "F"

BARRIER BEGINS

TYPE IV, TL-3 CRASH

CUSHION TERMINAL

STA:0+03.28(PR-149)

OFF:2.26m Rt

SINGLE FACE W-BEAM

GUARDRAIL ENDS

MEET CONCRETE BARRIER TYPE D-F

WITH THRIE-BEAM TRANSITION

SEE STD. DRAWINGS MB SERIES

DATED JUNE 22, 2018 FOR DETAILS

STA:0+54.44(PR-149)

OFF:2.14m Rt

W-BEAM GUARDRAIL ENDS

BURIED-IN-SLOPE TERMINAL

STA:0+82.08(PR-149)

OFF:3.25m Lt

W-BEAM GUARDRAIL BEGINS

BURIED-IN-SLOPE TERMINAL

STA:0+65.14(PR-149)

OFF:3.17m Lt

SEE SITE 228 FOR

W-BEAM GUARDRAIL

CONTINUATION

RIP-RAP

PROTECTION

PLAN

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

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.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

PP-A

PR-149 PROFILE

SCALE: H=1:150

V=1:30

PR-149_RET WALL PROFILE

SCALE: H=1:150

V=1:75

0+00

9.

9.

0+10

0.

0.

0+20

0.

0.

0+30

1.

1.

0+40

2.

2.

0+50

3.

3.

0+60

3.

3.

0+70

4.

4.

0+80

5.

5.

0+82.31

5.

5.

7.75%

10.15%

6.29%

6.31%

6.63%

7.62%

8.34%

9.19%

6.69%

9.20%

5.48% 4.62%

5.58%

PVI STA:0+39.10

PVI ELEV:632.57

K:2.76

LVC:8.00

BV

C

S:

+3 5.

BV

C E:

.2

EV

C

S:

+4 3.

EV

C E:

.8

0+00

9.

9.

0+10

0.

0.

0+20

0.

1.

0+30

0.

2.

0+40

2.

2.

0+50

3.

3.

0+52.63

3.

3.

BEGIN PROFILE

STA=0+00.00

ELEV=629.416

END PROFILE

STA=0+82.31

ELEV=635.208

EXISTING GROUND

PROFILE GRADE

(MATCH EXISTING GROUND)

BEGIN WALL PROFILE

STA=-0+00.00

ELEV=629.682

END WALL PROFILE

STA=0+52.63

ELEV=633.571

TOP OF WALL (P.G.)

EXISTING GROUND

NOTE:

FOR RETAINING WALL STRUCTURAL PROFILE,

FOUNDATION AND DETAILS, REFER TO

DRAWING SERIES RW.

SCALE AS SHOWN

PROFILES

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

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K

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G

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FR

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.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

PP-A

SCALE=1:150

SCALE=1:75

540 321

SCALE=1:30

L

628.292

631.887

TEL 629.53

635.46

631.74

635.75

631.65

633.61

638.53

637.97

633.66

634.45

636.52 640.29

KMKM

STA-D14

STA-D16

617.4

615.4

614.4

631.4

629.4

627.4

625.4

623.4

621.4

619.4

617.4

615.4

613.4

611.4

610.4

611.4

626.4

624.4

622.4

620.4

618.4

616.4

614.4

612.4

610.4

608.4

606.4

30"CONCRETE

PIPE

STA-D15

630.12

630.08

630.18

627.32

626.959

627.41

631.634

631.42

634.67

634.35

634.60

641.99639.02642.11

636.62

636.51

632.64

635.66 636.06

633.77

633.63

632.64

632.70

632.50

628.15

627.90

628.11

S.S .P

IP

E

T.E .=6

.42

I.E .=6

.66

S.S .P

IP

E

T.E .=6

.86

I.E .=6

.10

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

-0+00

0+20

0+40

0+52.63

PT

PC PCC

PT

PC

LINE-PR-149 &

WIDENING BEGINS

PC. STA:0+00.00

MATCH EXISTING

EDGE OF ROADWAY

X=191,748.0416 Y=238,271.6246

0+82.31

0+00 0+10

0+20 0+30

0+40

0+50

0+60

0+70 0+80

PRC

PCC

PCC

PT

PC

PT

LINE-PR-149_RET WALL BEGINS

STA:0+00.00

LINE-PR-149_RET WALL ENDS

STA:0+52.63

CIALES

LINE-PR-149 ENDS

MATCH SITE 228

STA:0+82.31

X=191,807.8553 Y=238,217.8083

0+82.31

0+00

PRC

PCC

PCC

PT

PC

PT

629.43 629.87 630.31 630.63 630.97 631.32 631.64

632.02 632.50

632.89

633.23

633.54

633.94

633.90

633.60

633.27

632.99632.71

632.36 631.80631.35

630.93630.57

630.24 629.86

629.40

5.

m

5.

m

4.

m

TAPER 12:1

4.

m

TAPER 13:1

R=55.00

R=77.75

R=112.81

R=21.0

EXISTING

ASPHALT EDGE

EXISTING

ASPHALT EDGE

5.66m

3.

m

3.00m

7.

m

1.82m

1.69m

0.

m

1.32m

1.01m

RIP-RAP PROTECTION

7.32m (L) X 3.00M (W) X 1.53M (H)

CLASS VII (HEC23)

EXISTING 30"Ø RCP ENTRANCE

TO BE CLEANED AND CONCRETE

APRON SLAB TO BE

CONSTRUCTED

STRUCTURE No.1

SPECIAL BOX

T.E. = 635.50

I.E. = 633.15 (UPSTREAM)

I.E. = 633.00 (DOWNSTREAM)

STRUCTURE No.2

HEADWALL TYPE A

I.E. = 632.25

(2) 36"Ø RCP

CLASS III

L=9.027 S=0.0831

EXISTING 30"Ø RCP

CLASS III TO BE CLEANED

UP TO DISCHARGE POINT

0+

0+

0+

0+

PI

12" PERFORATED

DRAIN PIPE

L=57.00 S=0.07256

STRUCTURE No.3

END SECTION TYPE I

I.E.=627.58

RIP-RAP PROTECTION

1.00m (L) X 0.70M (W) X 0.60M (H)

CLASS III (HEC23)

12" PERFORATED

DRAIN PIPE BEGINS

STA:0+54.40(PR-149)

OFF:0.79m Rt I.E.=631.72

634.53

634.56

634.86 635.14

634.20

634.49 634.58

635.00

RIP-RAP PROTECTION

3.00m (L) X 5.66M (W) X 1.35M (H)

CLASS VII (HEC23)RIP-RAP PROTECTION

2.00M (L) X 2.00M (W) X 0.60M (H)

CLASS III (HEC23)

DRAINAGE AND GRADING PLAN

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

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.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

DR-A

STRUCTURE No.1

SPECIAL BOX

T.E.= 635.50

I.E.= 633.15 (UPSTREAM)

I.E.= 633.00 (DOWNSTREAM)

A

A

B

B

C

C

SECTION A

SECTION B

SECTION C

PLAN

STRUCTURE No.1

SPECIAL BOX

36"Ø 36"Ø

36"Ø RPC

CLASS III

36"Ø RPC

CLASS III

LADDER RUNG

SPEC. 712

LADDER RUNG

SPEC. 712

2.50m

1.45m

2.50m

3.66m

0.61m

2.50m

3.66m

0.30m

0.30m 0.15m

MORTAR FILL

FROM SPECIAL BOX TO HW TYPE A PROFILE

SCALE: H=1:100

V=1:50

0+000 0+010 0+018

RIP-RAP PROTECTION

3.00m (L) X 5.66M (W) X 1.35M (H)

CLASS VII (HEC23)

STRUCTURE No.2

HEADWALL TYPE A

I.E. = 632.25

STRUCTURE No.1

SPECIAL BOX

T.E. = 635.50

I.E. = 633.15 (UPSTREAM)

I.E. = 633.00

(DOWNSTREAM)

(2) 36"Ø RCP

CLASS III

L=9.027 S=0.0831

FILTER

FABRIC

0.20m FILTER

BLANKET

FROM APRON SLAB TO RIP-RAP PROFILE

SCALE: H=1:100

V=1:50

0+000 0+010 0+017

RIP-RAP PROTECTION

7.32m (L) X 3.00M (W) X 1.53M (H)

CLASS VII (HEC23)

EXISTING 30"Ø

RCP ENTRANCE

TO BE CLEANED

EXISTING 30"Ø RCP

CLASS III TO BE CLEANED

UP TO DISCHARGE POINT

CONCRETE APRON SLAB

TO BE CONSTRUCTED

SEE DETAIL ON THIS SHEET

FILTER

FABRIC

0.20m FILTER

BLANKET

1.82 1.69

1.32

1.01

0.

1.18

0.45

1.00

A

A

3.51m

0.

m SECTION A-A

PLAN VIEW

CONCRETE APPRON SLAB DETAIL

SCALE=1:40

WIRE MESH℄

0 5 100-5

X

X

EXIST. ROW

LIMIT

12" PERFORATED

DRAIN PIPE

RIP-RAP PROTECTION

1.00m (L) X 0.70M (W) X 0.60M (H)

CLASS III (HEC23)

STRUCTURE No.3 SECTION

STRUCTURE No.3

SCALE=1:100

FILTER

FABRIC

0.20m FILTER

BLANKET

SCALE AS SHOWN

DRAINAGE PROFILES AND DETAILS

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

KLEIN ENGINEERING, PSC

ENGINEERING CONSULTANTS

A.C. PROJECT

CODE NO.

DATE REVISION

TOTAL

SHEETS

MUNICIPALITYHIGHWAY

FISCAL

YEAR

ISLAND

SHEET

NO.

FED. AID H'WAY

PROJECT N0.

CIALES 2019

LANDSLIDE AND ROAD DAMAGE EVALUATION

MUNICIPALITY OF CIALES, PUERTO RICO

ER-HWY-227, HIGHWAY PR-149 KM 42.80

PR-149 P.R. 73

D

ES

IG

N

W O

R K

D R

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IN

G

D

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E

BY

TR

AC

ED

C H

EC

K

FI

N

AL

C

H

EC

K

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PS

C

TA

G

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G

FR

K

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.0 7.

.0 7.

.0 7.

.1 0.

.1 0.

AC-836579ER-9999(416)

DR-A

SCALE=1:50

NOTES:

1. CONTACT ENGINEER IF ANY DISCREPANCY IS FOUND DURING

CONSTRUCTION WITH PROPOSED DETAILS. EXISTING CONDITIONS MAY

VARY FROM AS-BUILT PLANS.

2. CONTRACTOR IS RESPONSIBLE FOR THE WAYS AND METHODS OF

CONSTRUCTION.

3.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

3.FOLLOW ALL RECOMMENDATION PRESENTED ON THE GEOTECHNICAL

REPORT BY DESPIAU ASSOCIATES.

73AC-836579ER-9999(416)

AutoCAD SHX Text

SPECIAL BOX PLAN

AutoCAD SHX Text 1:40

AutoCAD SHX Text

SPECIAL BOX SECTION

AutoCAD SHX Text 1:40

AutoCAD SHX Text #4@0.15

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.15

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text

CL.

AutoCAD SHX Text #4@0.15

AutoCAD SHX Text

PROVIDE SAFETY GRID

AutoCAD SHX Text 4" @ 0.30 O.C.

AutoCAD SHX Text

PROVIDE SAFETY GRID

AutoCAD SHX Text 4" @ 0.30 O.C.

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

36" RCP

AutoCAD SHX Text

CL.

AutoCAD SHX Text

SPECIAL BOX PLAN & DETAILS

AutoCAD SHX Text

DR-A

AutoCAD SHX Text

AutoCAD SHX Text

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

AutoCAD SHX Text

KLEIN ENGINEERING, PSC

AutoCAD SHX Text

ENGINEERING CONSULTANTS

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

WORK

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

TRACED

AutoCAD SHX Text

CHECK

AutoCAD SHX Text

FINAL CHECK

AutoCAD SHX Text

A.C. PROJECT

AutoCAD SHX Text

CODE NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

MUNICIPALITY

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

FED. AID H'WAY

AutoCAD SHX Text

PROJECT N0.

AutoCAD SHX Text

CIALES

AutoCAD SHX Text

AutoCAD SHX Text

LANDSLIDE AND ROAD DAMAGE EVALUATION

AutoCAD SHX Text

MUNICIPALITY OF CIALES, PUERTO RICO

AutoCAD SHX Text

ER-HWY-227, HIGHWAY PR-149 KM 42.80

AutoCAD SHX Text

PR-149

AutoCAD SHX Text P.R.

AutoCAD SHX Text

L

TEL

KMKM

STA-D14

STA-D16

STA-D15

W

W

W

W

W W W W W W W W W W W W W W W W

W

W

W

W

W

W W

W W

W

W

W

W

RIGHT OF WAY LIMIT

X=1

,80

Y=238,250

X=1

,80

Y=238,200

X=1

,75

Y=238,300

X=1

,75

Y=238,250

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

RIGHT OF WAY LIMIT

-0+00

0+20

0+40

0+52.63

PT

PC PCC

PT

PC

LINE-PR-149 &

WIDENING BEGINS

PC. STA:0+00.00

MATCH EXISTING

EDGE OF ROADWAY

X=191,748.0416 Y=238,271.6246

0+82.31

0+00 0+10

0+20 0+30

0+40

0+50

0+60

0+70 0+80

PRC

PCC

PCC

PT

PC

PT

LINE-PR-149_RET WALL BEGINS

STA:0+00.00

LINE-PR-149_RET WALL ENDS

STA:0+52.63

CIALES

LINE-PR-149 ENDS

MATCH SITE 228

STA:0+82.31

X=191,807.8553 Y=238,217.8083

SILT FENCE BEGINS

(SEE STD. DWG. ER 1 OF 20)

L=94.00m

SILT FENCE ENDS

(SEE STD. DWG. ER 1 OF 20)

L=92.00m

SILT FENCE ENDS

(SEE STD. DWG. ER 1 OF 20)

L=20.00m L=10.00m

SILT FENCE BEGINS

(SEE STD. DWG. ER 1 OF 20)

L=10.00m

SEDIMENT LOG

(SEE DETAIL ON

THIS SHEET)

SILT FENCE BEGINS

(SEE STD. DWG. ER 1 OF 20)

L=20.00m

TIGHTLY PACK STRAW

BETWEEN BALES

SURROUNDING INLET GRATE

(SEE STD. DWG. ER 2 OF 20)

TIGHTL…