Plans_Sch C_AC-882579 - PR ER PRMNT RPR (9).pdf

RINCON

AGUADA

MOCA

AGUADILLA

SITE "C"

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

COMMONWEALTH OF PUERTO RICO

A.C. 882579

HIGHWAY PR-115 & PR-440

MUNICIPALITY OF RINCON, AGUADA & AGUADILLA, P.R.

LANDSLIDE AND ROAD DAMAGE EVALUATION

EMERGENCY RELIEF PROGRAM

AND REPAIR RECOMMENDATIONS

SITE

RINCON

AGUADA

AGUADILLA

LATITUDE LONGITUDESITE HIGHWAY KM

40 - 49

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SHEET NO.

SCHEDULE OF DRAWINGS

DESCRIPTION

GENERAL SHEET

TITLE SHEET

INDEX SHEET

ABBREV. STANDARD SYMBOLS, GENERAL NOTES & MAINTENANCE OF

TRAFFIC

DWG NO.

GR-1

GR-2

GR-3

ER-HWY-361

SUB-PROJECT SEPARATOR

TYPICAL SECTIONS, CENTERLINE GEOMETRIC AND CONTROL POINTS

TABLE OF STRUCTURE ESTIMATE AND QUANTITY SUMMARY TABLE

EXISTING CONDITIONS PLAN

DEMOLITION PLAN

MAINTENANCE OF TRAFFIC - CONSTRUCTION SCHEDULE

SOIL SURVEY PLAN

PLAN AND PROFILE

GRADING PLAN

EROSION CONTROL PLAN

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORITY

ROBERTO REXACH CINTRON & ASSOC.

CONSULTING ENGINEERS

LANDSLIDE & ROAD DAMAGE EVALUATION

AND REPAIR RECOMMENDATIONS

MUNICIPALITY OF RINCON, AGUADA AND AGUADILLA, P.R.

DATE R EVI S IO N

GR-C-4

GR-C-5

GR-C-6

EX-C-1

DM-C-1

MOT-C-1

SS-C-1

PP-C-1

ID-C-1

EC-C-1

SCALE:

FED. AID H'WAY A.G. PROJECT

PROJECT NO. CODE NO. ORACLE

c --11_99_99�( _33�3)

'-+-_8_82_ 5_79-----1 RCN82995 79 D I 9999(462) 882579

NOT TO SCALE

HIGHWAY

PR-115

PR-115

PR-440

MUNICIPALITY

RINCON

AGUADA

AGUADILLA

INDEX SHEET

ISLAND

P.R.

FISCAL

YEAR

SHEET TOTAL

No. SHEETS

2 49

GR

ABBREVIATIONS STANDARD SYMBOLS

ABUT. ABUTMENT LT. LEFT FEATURE

s y M B 0 L

REMARKS

AGG. AGGREGATE L. PROPOSED EXISTING

AH. AHEAD L.P. CENTER LINE ----- ---- - IDENTIFY

AL. ALUMINUM M.B. SURVEY MONUMENT L'--. IDENTIFY

ASB ASBESTOS M.L. SPOT ELEVATION 134.25 (134.25) DECIMAL POINT

AT SPOT ELEV.

ASPH. ASPHALT M.H

BK. BACK MAX BENCH MARK B M.X N0.3 IDENTIFY

BL BASE LINE M.H.W. HORIZONTAL P.I. � IDENTIFY

B.W.F. BARBED WIRE FENCE M.S.L.

NORTH ARROW � ©- TRUE

BV. BEARING VALUE MIN.

B & S BELL AND SPIGOT MON. NORTH ARROW - EtJ - MAGNETIC

B.M. BENCH MARK O.C. CONTOUR LINES � � � �

BIT. CONC. BITUMINOUS CONCRETE 0 D.

PAVEMENT IDENTIFY ROAD

B.C.C.M.P. BITUMINOUS COATED CORRUGATED 0. TO 0.

METAL PIPE PVMT. GUARD RAIL IDENTIFY 1YPE

BLDG. BUILDING PCC. BARRIER ■ ■ ■ IDENTIFY 1YPE

C.I CAST IRON PC.

C.IP CAST IRON PIPE BARRICADE IDENTIFY

Pl

C.B. CATCH BASIN PRC RETAINING WALL IDENTIFY

CL CENTER LINE PT. CONS. PARAPETS l===:::JC=:::JC=:::J

C. TO C CENTER TO CENTER P.C.C.

CTD. COA TED PWR. FENCE -x--x- -x- -x- IDENTIFY 1YPE

COL. COLUMN P.P. PROPER1Y LINE

COM. COMMUNICATIONS P.L. R.O.W. LINE & MON. ------i.__ � IDENTIFY IF C.O.A.

CONC. CONCRETE PROP.

C.O.A. CONTROL OF ACCESS P.G. TOP OF CUT

COO RD. COORDINATES P.V.I. TOE OF SLOPE

C.M. CORRUGATED METAL R IDENTIFY SIZE PIPES �

C.M.P. CORRUGATED METAL PIPE TYPE & FLOW RR.

CU.P. CUBIC METER R.C.P. HEADWALLS 0 or D or(] C or I or (

CULV. CULVERT RET. MANHOLES • 0 IDENTIFY

cs CURVE TO SPIRAL RT

INLETS � =sJ::QJ C=:::J

IDENTIFY AS

C. CUT PER TYPE R.O.W.

DEG. DEGREE WATER COURSE --------- -----

--- IDENTIFY RD. ---- ---- ---- -

DIA DIAMETER RDWAY. DITCH ��� ---------

DIM DIMENSION SAN.S

PAVED DITCH zzzzzzzzz === IDENTIFY DWG. DRAWING S.M.H

DWY. DRIVEWAY SHOR. LAKE OR POND � IDENTIFY

ELEV. ELEVATION SW. SWAMP _'m,__-"..!!_ IDENTIFY IF REO. _'m,__-"..!!_ E. TO E. END TO END SC.

" TREES 0 0 0 0 IDENTIFY IF REO. "' ENGR. ENGINEER ST.

n EST. ESTIMATE SQ.M. EDGE OF WOODS � IDENTIFY IF REO.

cic EXC. EXCAVATION STA. " HEDGE � � � ::=:= IDENTIFY IF REQ.

<( EXIST. EXISTING S.S

RIP RAP ----- - - ----- - - IDENTIFY s E.G EXISTING GROUND STR. ---- --- ----c::r□□□□□= §! EXP. EXPANSION S.G. RIP RAP PAVING lfflfflffl C':l " IDENTIFY

G EXT. EXTERNAL S.L � 0 EARTH IDENTIFY

:,CW E EXTERNAL DISTANCE T

Q_ 3 E.H.W. EXTREME HIGH a,Q' WATER TS. ROCK � IDENTIFY n "- I'>- F. TO F. FACE TO FACE TEL BUILDING c::::::::;:=i IDENTIFY TYPE ETC. -� sJ-o n [3 FA FEDERAL AID T P.

"' - "' FOUNDATION c=i IDENTIFY

N CL FAP FEDERAL AID PRIMARY T.E.

ES ow n N� F.A.S FEDERAL AID SECONDARY T.G. BLDG. TO DEMOLISH � IDENTIFY cic '° >,O

F FILL UG. SIGNS, GROUND, MTD -..- -..-.- -=-�

-:"- L C')ci o I FL FLOW LINE V.C �� SIGNS OVERHEAD - - - - - - Zw

©/ FWD. FORWARD VERT.

c- 2 u <( � u;

PROP. SIGN IDENT. @ UPPER - CODE "i z

• co G.I. GALVANIZED IRON W.M . LOWER LOCATION AQ -ow 0 7

W.MTR °' � U/ G. GAS GABI ON ����Le�\½¼;�;�� � IDENTIFY 1YPE �;: �� GV. GAS VALVE w.v.

[II]]

PREPA POLE • I eE e ET GRAV. GRAVEL W.W.

• eR eRT GRD. GROUND W.M.F. TELCO. POLE IT

H.W HIGH WATER CONCRETE SLAB I ', I

HOR HORIZONTAL

W.I.

RSS

N.I.C.

LENGTH OF CURVE

LIGHT POLE

MAIL BOX

MAIN LINE

MANHOLE

MAXIMUM

MEAN HIGH WATER

MEAN SEA LEVEL

MINIMUM

MONUMENT

ON CENTERS

OUTSIDE DIAMETER

OUTSIDE TO OUTSIDE

PAVEMENT

POINT OF COMPOUND CURVATURE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF REVERSE CURVE

POINT OF TANGENCY

PORTLAND CEMENT CONCRETE

POWER

POWER POLE

PROPERTY LINE

PROPOSED

PROPOSED GRADE

POINT OF VERTICAL INTERSECTION

RADIUS OF CURVATURE

RAILROAD

REINFORCED CONCRETE PIPE

RETAINING

RIGHT

RIGHT OF WAY

ROAD

ROADWAY

SANITARY SEWER

SANITARY SEWER MANHOLES

SHOULDER

SIDEWALK

SPIRAL TO CURVE

SPIRAL TO TANGENT

SQUARE METER

STATION

STORM SEWER

STRUCTURE

SU BG RADE

SURVEY LINE

TANGENT DISTANCE OF CURVE

TANGENT TO SPIRAL

TELEPHONE

TELEPHONE POLE

TOP ELEVATION

TOP OF GRATE

UNDERGROUND

VERTICAL CURVE

VERTICAL

WATER MAIN

WATER METER

WATER VALVE

WING WALL

WIRE MESH FENCE

WROUGHT IRON

REINFORCED SOIL SLOPE

Not Included in Contract

I

SLOPE 1 1 I 11 111 I 11 1 I 11 111

SHOOT LIVE

HYO. HYDRANT AT TO OF SLOPE

INV. INVERT

I.E. INVERT ELEVATION

J.B JUNCTION BOX

PUERTO RICO HIGHWAY & TRANSPORTATION AUTHORl1Y LANDSLIDE & ROAD DAMAGE EVALUATION DATE Gl I

8"' u ROBERTO REXACH CINTRON & ASSOC. AND REPAIR RECOMMENDATIONS uU� "" w ""

CONSULTING ENGINEERS MUNICIPALITY OF RINCON, AGUADA AND AGUADILLA, P,R. Q' I z r- u LL

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

13.

14.

15.

16.

17.

18.

19.

FED. AID H'WAY

PROJECT NO.

C I 9999(333) D I 9999(462)

GENERAL NOTES

METRIC SYSTEM HAS BEEN USED THROUGHOUT THE PROJECT UNLESS OTHERWISE SPECIFIED.

ALL ELEVATIONS ARE REFEREED TO MEAN SEA LEVEL AND GIVEN IN METERS.

ALL COORDINATES USED ARE REFERRED TO THE LAMBERT COORDINATE SYSTEM.

NORTH INDICATOR POINTS TO THE TRUE NORTH.

ARROW ON CULVERTS, DITCHES AND STREAMS SHOW THE DIRECTION OF FLOW.

THE QUANTITIES OF BORROW MATERIAL SHOWN ON PLANS, REPRESENTS THE VOLUME OF

MATERIAL COMPACTED IN PLACE

SEEDING WITHOUT MULCH WILL BE PROVIDED TO ALL EMBANKMENT SLOPES OR REINFORCED

SOIL SLOPES BY INSTALLING A WOVEN GEOTEXTILE (GREEN POLYPROPYLENE YARD - LTDS� 407 LBS/FT.) BEFORE THE SEEDING OPERATIONS. THE WOVEN GEOTEXTILE WILL BE A SUBSIDIARY

OBLIGATION UNDER THIS ITEM.

WHEEL CHAIR RAMPS WHERE APPLICABLE SHALL BE LOCATED WHERE SPECIFIED IN THE PLANS.

SEE PRHTA STANDARD DRAWINGS (ADA-01 TO 08)

REPORTS ON SOIL INVESTIGATIONS ARE AVAILABLE FOR EXAMINATION AT THE SOILS OFFICE OF

THE HIGHWAY AUTHORITY.

FLATTENING OF SLOPES SHALL BE PERFORMED WHEREVER POSSIBLE AS DIRECTED BY THE

ENGINEER.

EQUIPMENT, MATERIALS AND OTHER DEVICES USED FOR CONSTRUCTION SHALL BE REMOVED

FROM THE TRAFFIC LANES OR HIGHWAY ZONE AFTER WORK HOURS, EVERY DAY

ALL SIGNS LEGEND SHALL BE IN SPANISH AS APPEARS ON "MANUAL DE SENALES DE TRANSIT□

PARA LAS VIAS PUBLICAS DE PUERTO RICO"

THE CONTRACTOR SHALL NOTIFY THE PRHTA AT LEAST THREE (3) DAYS PRIOR TO COMPLETION

OF EXCAVATIONS. NO FOUNDATION FILL OR CONCRETE SHALL BE DEPOSITED UNTIL THE SOIL

BEARING CAPACITY IS VALIDATED BY THE ENGINEER

CONTRACTOR MAY NOT USE THE AREA BETWEEN THE TEMPORARY CONCRETE BARRIERS AND

LANDSLIDE SECTION AS A TEMPORARY STAGING AREA AT ANY TIME.

ALL SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVER AND REPLACED, AS

NECESSARY, WITH COMPACTED FILL.

IF DURING THE COLD MILLING OPERATIONS THE ENGINEER IDENTIFIES AN AREA WHICH EXHIBITS THE SIGNS OF FAILURE AND/OR IMPENDING FAILURE, SUCH PLACES SHALL BE REMOVED TO A MINIMUM DEPTH OF 0.6 METERS UNDER THE SUBGRADE ELEVATION. THE AREA SHALL BE BACK FILLED WITH

THE SUBBASE MATERIAL AND CORRESPONDING PAVEMENT. CARE SHALL BE EXERTED BY THE

CONTRACTOR TO AVOID DAMAGES TO ANY UTILITIES ENCOUNTERED DURING THE PAVEMENT RESTORATION

PROCESS.

CONTRACTOR WILL SAW-CUT EXISTING EDGE OF PAVEMENT TO BE REPLACED AS SHOWN IN THE

DETAIL SHOWN BELOW.

EXIST. ASPHALT

PAVEMENT

TO REMAIN

I l ___

SAW-CUT

0.60 COLD MILLING

AND

n

URSE

NEW PAVEMENT

STRUCTURE

DETAIL AT

r77/t�;Ji j�

EXISTING PAVEMENT

TO BE SAW-CUT

LIMIT OF PAVEMENT

REPLACEMENT

INTERFACE

WL'.EXISTING PAVEMENT TO REMAIN

SCALE: N.T.S.

ROADSIDE BARRIES AND ALL SAFETY APPURTENANCES SHALL MEET MASH CRITERIA FOR

CRASHWORTHINESS AND BE INSTALLED FOLLOWING PRHTA STANDARD DRAWINGS FROM JUNE,

2018.

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 SEE SAFETY EDGE DETAILS IN

THIS SHEET.

A.G. PROJECT ORACLE HIGHWAY MUNICIPALITY ISLAND FISCAL SHEET TOTAL

CODE NO. YEAR No. SHEETS

882579 PR-115 RINCON

RCN8299579 PR-115 AGUAOA P.R. 2020 3 49

882579 PR-440 AGUADILLA

MAI NTE NANCE OF TRAFFIC

MOT GENERAL NOTES

1 UNLESS OTHERWISE NOTED. PROVISIONAL SIGNING AND CONTROL OF TRAFFIC FOR THE

DIFFERENT CONSTRUCTION PHASES SHALL BE AS PROVIDED IN THE PART VI, STANDARDS AND

GUIDES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY AND INCIDENT

MANAGEMENT OPERATION OF THE M.U.T.C □., 2009, EDITION.

2. UNLESS OTHERWISE NOTED, THE DRUM SPACING SHALL BE AT 5 METERS.

3. SEVERAL JOBS CAN BE PERFORMED SIMULTANEOUSLY WITHIN A STAGE BY THE CONTRACTOR

WITH THE APPROVAL OF THE ENGINEER.

4 THE TRAFFIC FLOW SHALL BE ALLOWED AT ALL TIMES IN BOTH DIRECTIONS.

5 THE LENGTH OF THE LANE CLOSURE DEPENDS ON CONTRACTOR'S PROGRESS SCHEDULE AND

AS DIRECTED BY THE ENGINEER.

MAINTENANCE OF TRAFFIC

UNLESS OTHERWISE NOTED ON THE SUB-PROJECT DRAWINGS (MOT-"_"/1 ), THE FOLLOWING

PROJECT SEQUENCE WILL BE USED.

STAGE I - CONSTRUCTION SIGNS

1 TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AT THE COMMENCEMENT OF CONSTRUCTION

AND SHALL BE OPERATED AND MAINTAINED DURING THE PERTAINING STAGES OF THE

WORK.

2. CONTRACTOR SHALL COORDINATE THE TEMPORARY BARRIER AND TRAFFIC CONTROL SIGNAGE

PLACEMENT WITH THE ENGINEER PRIOR TO COMMENCING WORK ON ANY STAGE OR PHASE OF

THE WORK.

STAGE II - CONSTRUCTION OF RETAINING WALLS AND ROAD REHABILITATION WORKS

1 CONTRACTOR WILL PROTECT THE WORK AREA AS APPROPIATE WITH DRUMS OR CONCRETE

BARRIERS. THE METHOD USE MUST BE APPROVED BY THE ENGINEER.

2 CONTRACTOR WILL BUILD THE PROPOSED WORKS AS SHOWN IN THE SPECIFIC SUB-PROJECT.

3. THE CONTRACTOR SHALL REMOVE THE EXISTING PAVEMENT SECTION AS SHOWN IN THE PLANS

OR AS DIRECTED BY THE ENGINEER.

4. CONTRACTOR SHALL REPLACE THE PAVEMENT SECTION AND INSTALL SIGNAGE AND TEMPORARY

PAVEMENT TRAFFIC PAINT AS SHOWN IN THE PLANS OR ORDERED BY THE ENGINEER.

IMPORTANT NOTES:

3.

THE CONTRACTOR IS ADVISED THAT WHEREVER A NEW PA VEMENT SURFACE IS FINISHED, AND

IT WILL BE OPENED TO TRAFFIC BEFORE FINAL P A VEMENT MARKINGS CAN BE APPLIED; TACK

POINTS SHALL BE PAINTED THE SAME DAY THE PA VEMENT IS FINISHED AND TEMPORARY

P A VEMENT MARKINGS SHALL BE APPLIED THE NEXT CALENDAR DAY THE P A VEMENT IS

FINISHED AS PER SPECIFICATION 638 - MAINTENANCE AND PROTECTION OF TRAFFIC

CONTRACTOR WILL FOLLOW THE ABOVE PROCEDURE IN KEEPING WITH THE MUTCD AND

STANDARD DRAWINGS. FOR THE LANE TWO WAY TRAFFIC CONTROL (ER-HWY-61 AND

ER-HWY-62) AND SHOULDER CLOSURES (ER-HWY-361).

THE MOT PROCEDURE FOR ER-HWY-347 AND ER-HWY-367 ARE INCLUDED IN THE

SUB-PROJECT DRAWINGS AS MOT-A/1 AND MOT-B/1.

r ,1

,1

EDGE OF PAVEMENT

I'

��,"j«/ /\: /�/ � /'-/ /\ �" /' / 0' /�/'SHOULDER'/

,' , BACKING \' '/< � �f ��R�L/ ::

V ,,/7////', FOR H ,;; 5 IN.

EDGE OF PAVEMENT

I'

'v( '-/ / ' '-�/ Y: ', ' </

/'- '//'-//\ ' './'.,/'.'. ? //,// /, /SHOULDER/'-'.

t'Q" ', 0 '/ '- /< BACKING /

FOR H > 5 IN.

-c-x zo -c,:

"':t <( --,,i>c w ii< __Jl: Is-

• NOTE RECOMMENDED RISE TO RUN RATIO RANGE M .2 TO 1 :2.0.

THE RANGE OF SLOPE IS EQUAL TO 26" TO 40"

PRHTA

SAFETY EDGE CONFIGURATION AC PAVEMENTS AND OVERLAYS

SCALE: N.T.S.

R E V I S I O N SCALE:

GR ABBREV. STANDARD SYMBOLS, GENERAL

NOT TO SCALE

NOTES & MAINTENANCE OF TRAFFIC 3

SITE

A.C. 882579

HIGHWAY PR-440, KM 0.20

MUNICIPALITY OF AGUADILLA, P.R.

LANDSLIDE AND ROAD DAMAGE EVALUATION

EMERGENCY RELIEF PROGRAM

AND REPAIR RECOMMENDATIONS

ER-HWY-361

SITE

AGUADILLA

DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS

COMMONWEALTH OF PUERTO RICO