Plans - PR ER DOT PRMNT RPR(18) - 835579-HWY-221.pdf
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- Attached to
- Landslide Repairs in Ciales, Puerto Rico
- Solicitation number
- 693C73-24-B-000008
About this file
This document appears to be a solicitation for Landslide Repairs in Ciales, Puerto Rico, Solicitation Number 693C73-24-B-000008, issued by the Department of Transportation Federal Highway Administration.
The project consists of repairing landslides caused by Hurricanes Irma and Maria on various PR roads, including utility relocation, embankment reconstruction, landslide stabilizations, drainage systems installation, retaining walls, milling and overlay, pavement reconstruction, pavement markings, guardrail replacement, sediment and erosion control, and traffic maintenance. The estimated price range for the project is $5,000,000 to $10,000,000. Sealed bids from certified Small Business Concerns only will be accepted. The bid documents are expected to be issued on or about April 1, 2024, and the bid due date and location will be specified in the solicitation. Interested vendors must register in the System for Award Management (SAM) database prior to submitting an offer. All documents can be downloaded from www.sam.gov.
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Text version
PS&E 1
ER-HWY-221
PR-146
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
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 835579 / ER-9999(320)
SCALE = 1:20,000
PROJECT LENGTH
PROJECT SITE
FINAL PLANS 100%
TOTAL LENGTH OF PROJECT 0.1067 Km. = = 0.0663 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 462019P.R.CIALESPR-146
SECTION
REFERENCEDESCRIPTION
ER-HWY-221 PR-146 KM 19.30
TYPICAL SECTIONS
CENTERLINE GEOMETRY AND VERTEX DATA TABLE
EXISTING CONDITIONS PLAN
DEMOLITION PLAN
SOIL SURVEY PLAN
PLAN AND PROFILE
EROSION AND SEDIMENTS CONTROL
CROSS SECTIONS KEY MAP
P.R.A.S.A. UTILITIES
DRAINAGE AND GRADING
MAINTENANCE OF TRAFFIC
TABLE OF STRUCTURES
CONTROL POINTS
GENERAL NOTES, LEGEND AND SYMBOLS
INDEX OF SHEETS
TITLE SHEET
ELECTRICAL UTILITIES
TELECOMMUNICATIONS UTILITIES
GR/1
GR/2
GR/3
GR/4
GR/5
GR/6
GR/8
GR/7
GR/9
MOT/1-3
SS/1-2
PP/1-2
DR/1
EC/1
UTW/1-2
CS/1-4
UTE/1-2
UTT/1-2
GROUP B - PS&E 1
TRAFFIC SIGNING AND PAVEMENT MARKING TS/1-2
TREE MITIGATION TI/1
REINFORCED EARTH WALL PLANS RW/1-5
R-6
HIGHWAY DESIGN MANUAL 1979
NONE
ARTERIAL
RURAL ARTERIAL
2017 AASHTO LRFD Bridge Design Specifications, 8th Edition
N/A
N/A
N/A
50%
N/A
N/A
MOUNTAINOUS
8%
LIVE LOAD SURCHARGE ON BACKFILL BASED ON HL-93 TRUCK LOADING
NO
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-835579ER-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/1
RIGHT OF WAY TYPICAL SECTIONS ROW/2
RIGHT OF WAY PLAN ROW/3
RIGHT OF WAY CROSS SECTIONS ROW/4-6
RIGHT OF WAY TABLES ROW/7
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/4TYPICAL SECTIONS4
GR/5CENTERLINE GEOMETRY AND VERTEX DATA TABLE5
GR/6CONTROL POINTS6
GR/8EXISTING CONDITIONS PLAN8
GR/7TABLE OF STRUCTURES7
GR/9DEMOLITION PLAN9
EROSION AND SEDIMENTS CONTROL PLAN EC/1
SECTION "EC" EROSION CONTROL
SOIL SURVEY PLAN SS/1
SECTION "SS" BORINGS
BORING LOGS SS/214
PLAN PP/1
SECTION "PP" PLAN AND PROFILE
DRAINAGE AND GRADING PLAN DR/1
SECTION "DR" DRAINAGE
PRASA UTILITIES PLAN UTW/1
SECTION "UTW" PRASA UTILITIES
ELECTRICAL NOTES LEGEND AND DETAILS UTE/1
SECTION "UTE" ELECTRICAL UTILITIES
ELECTRICAL UTILITIES PLAN UTE/223
TELECOMMUNICATIONS NOTES AND LEGEND UTT/1
SECTION "UTT" TELECOMMUNICATIONS UTILITIES
TELECOMMUNICATIONS UTILITIES PLAN UTT/225
SECTIONAL
REFERENCED E S C R I P T I O N
SHEET
NO.
SECTION "TS" TRAFFIC SIGNING AND PAVEMENT MARKING
TRAFFIC SIGNING AND PAVEMENT MARKING PLAN TS/227
SECTION "RW" RETAINING WALL
MAINTENANCE OF TRAFFIC PLAN (STAGE-1) MOT/211
CROSS SECTIONS KEY PLAN CS/1
SECTION "CS" CROSS SECTIONS
CROSS SECTIONS CS/234
PROFILE PP/216
P.R.A.S.A. UTILITIES DETAILS UTW/220
STRUCTURAL NOTES & DESIGN CRITERIA RW/128
REINFORCED EARTH WALL FOUNDATION PLAN RW/229
REINFORCED EARTH WALL SECTION RW/330
REINFORCED EARTH WALL TYPICAL DETAILS RW/431
TREE INVENTORY PLAN TI/1
SECTION "TI" TREE MITIGATION
MAINTENANCE OF TRAFFIC PLAN (STAGE-2) MOT/312
CROSS SECTIONS CS/335
CROSS SECTIONS CS/436
SIGN DATA TABLES AND DETAILS TS/126
CONSTRUCTION SEQUENCE & NOTES RW/532
RIGHT OF WAY TITLE SHEET ROW/1
SECTION "ROW" RIGHT OF WAY
RIGHT OF WAY TYPICAL SECTIONS ROW/2
RIGHT OF WAY PLANS ROW/3
P.R.A.S.A. UTILITIES DETAILS UTW/321
RIGHT OF WAY CROSS SECTIONS ROW/4
RIGHT OF WAY CROSS SECTIONS ROW/5
RIGHT OF WAY CROSS SECTIONS ROW/6
RIGHT OF WAY TABLES ROW/7
INDEX OF SHEETS
GR
NOT TO SCALE
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
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:
B/W BOTTOM OF WALL
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/18O3741, DATED JANUARY 20, 2019.
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/1.
24. SEE NOTES ON SHEET UTW/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. CONTRACTOR SHALL EXERCISE CAUTION WHEN INSTALLING GUARDRAIL POST TO AVOID DAMAGES TO THE EXISTING STORM WATER
PIPES AND UTILITIES.
35. 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.
GENERAL NOTES, LEGEND AND
SYMBOLS
GR
NOT TO SCALE
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
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
CONCRETE SWALE, SPEC. 617
0.05m
0.80m MIN.
LEGEND:
0.15m
LEAN CONCRETE, SPEC. 3050.50m5
AGGREGATE BASE COURSE, SPEC. 3043 0.15m
TYPICAL SECTION
SCALE = 1:100
FROM STA.1+39.46 TO STA.1+83.46
4 3
7.00m
(TRAVELED WAY)
L PR-146
VARIES
2 5
16 1
TYPICAL SECTION
SCALE = 1:100
FROM STA.1+00.00 TO STA.1+26.82
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
REINFORCED
EARTH WALL
4.
m
3.35m
1.
m
3.13m
COLD MILLING, SPEC 4030.05m8
BORROW CLASS "B", CLASSIFIABLE AS A-2-4, OR BETTER, SPEC. 2039
SAFETY EDGE10
VARIES
TYPICAL SECTION
SCALE = 1:100
FROM STA.1+26.82 TO STA.1+39.46
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
EXISTING
TYPICAL SECTION
SCALE = 1:100
FROM STA.0+84.03 TO STA.1+00.00
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
EXISTING
TYPICAL SECTION
SCALE = 1:100
FROM STA.0+80.00 TO STA.0+84.03
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
EXISTING PAVEMENT
STRUCTURE TO REMAIN
EXISTING PAVEMENT
STRUCTURE TO REMAIN
EXISTING PAVEMENT
STRUCTURE TO REMAIN
EXISTING BASE COURSE TO REMAIN, TO BE PROOF ROLLED AND COMPACTED, SPEC. 20311 VARIES
EXISTING SUB-BASE
STRUCTURE TO REMAIN
NOTES:
1. EXISTING BASE COURSE TO REMAIN, TO BE PROOF ROLLED AND
RECOMPACTED FOLLOWING SPECIFICATIONS 203 & 204.
2. BASE COURSE SHALL HAVE A MINIMUM THICKNESS OF 0.15M, BUT
SHALL BE GRADUALLY INCREASED TO OBTAIN THE PROPOSED
ROUGH GRADING ELEVATIONS AND CROSS SLOPE.
3. EXISTING ASPHALT PAVEMENT LAYERS SHALL BE REMOVED
FOLLOWING SPECIFICATION202.
REINFORCED EARTHWALL BACKFILL, SP-99012
2:1
2:1
VARIES
16 1
TYPICAL SECTION
SCALE = 1:100
FROM STA.1+83.46 TO STA.2+06.66
X
X
EXIST. ROW
LIMIT
X
X
EXIST. ROW
LIMIT
EXISTING PAVEMENT
STRUCTURE TO REMAIN
2:1
RIP-RAP CLASS I (HEC 23), SPEC. 62213
C
L PR-146C
L PR-146C
L PR-146C
L PR-146C
L PR-146C
W-BEAM GUARDRAIL (SEE STD. DRAWINGS MB SERIES MASH JUNE 2018), SPEC. 606
0.5M (TYP.)
TYPICAL SECTIONS
SCALE=1:100 GR
4AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
TO UTUADO
TO PR-149
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
PI
PI
PC
0+00
0+20
0+40 0+44 END LINE PR-146
PT STA. 2+06.66
END LINE PR-146 REINFORCED EARTH WALL
STA. 0+44.00
BEGIN LINE PR-146 REINFORCED EARTH WALL
STA. 0+00.00
BEGIN LINE PR-146
STA. 0+80.00
L1
L2
C1
L3
PR-146 REINFORCED EARTH WALL
ID
L3
VERTEX
STA. 0+00.00
STA. 0+44.00
DIST.
44.00
∆ R T E L COORDINATES
N
252395.2307
252391.0770
COORDINATES
E
189910.1328
189953.9359
BEARING
S84-34-59E
S85° 26' 23.53"E
S84° 34' 58.63"E
R=60.00m
S84° 34' 58.63"E
L4
PR-146
ID
L4
L1
L2
C1
VERTEX
STA. 0+80.00
STA. 1+00.00
STA. 1+00.00
STA. 1+23.97
STA. 1+23.97
STA. 1+87.11
PC STA. 1+87.11
VERTEX
PT STA. 2+06.66
DIST.
20.00
23.97
63.14
18-40-18
R
60.00
T
9.86
E
0.81
L
19.55
COORDINATES
N
252405.9207
252403.8749
252403.8749
252401.9692
252401.9692
252396.0084
252396.0084
252395.0772
252397.3388
COORDINATES
E
189851.4253
189871.3204
189871.3204
189895.2143
189895.2143
189958.0731
189958.0731
189967.8930
189977.4941
BEARING
S84-07-44E
S85-26-24E
S84-34-59E
S84° 07' 44.48"E
SCALE=1:200 CENTERLINE GEOMETRY AND
VERTEX DATA TABLE
GR
5AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
RIGHT OF WAY LIMIT
TEL
STA-D1
ASPHALT
EDGE
PO
TABLE
COMMUNICATION
LINE UNDERGROUND
C O
M . C
LAR
O
ON THE GROUND
CONCRETE POLE
ELEC
GALV.
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
COLLAPSED
AREA WWWWWWW
W W
W W
W
W
361.69 359.63
358.62
358.55 358.54
358.49
358.48
360.11 362.10
358.54
361.63 360.72
358.69
N54° 5 4' 22.45"E
S49° 59' 04.41"E
10.14m
5.04m
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
STA-D2
ASPHALT
EDGE
PO
TABLE
W
ATER
ASPHALT
EDGE
ASPHALT
EDGE
COMMUNICATION
LINE UNDERGROUND
C O
M M
U N
IC
ATIO
N
LIN
E
COMMUNICATION
LINE UNDERGROUND
WOODEN BROKEN
TELEPHONE POLE
EDGE OF
FLAT AREA
TO PR-149
W
W
W
WWWWW
X=189,950Y=
2, X=189,975Y=
2, W
358.97 358.97
358.88 359.07 359.03
358.99 358.90
358.98 358.98
359.14
358.31
360.66
361.79
359.04 359.15
359.25
358.93
359.07
359.20 359.00
S75° 53' 03.46"W
S76° 54' 17.34"ES1° 03' 42.59"E
11.62m
3.00m
2.30m
STA-D3
S.SEWER
OPEN BOX
T.E.=356.61 I.E.=355.70
S.SEWER
FLARE PIPE
T.E.=356.31 I.E.=355.40
ASPHALT
EDGE
ASPHALT
CONCRETE
WALL
W M
W M
W M
WATER
METER
TEL
COMMUNICATION
LINE UNDERGROUND
LO
W
W
ALL
24" C. PIPE
GALV. POLE
Y=
2, X=189,800Y=
2, 357.72
356.724
356.59
S63° 20' 53.76"W N8° 36' 28.31"E8.49m
1.
m
SCALE=1:100
CONTROL POINTS
STA-D1 STA-D2
STA-D3
GR
6AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
18 CONTROL STATIONS
STATION
STA-D1
COORDINATES
NORTHING ELEVATIONEASTING
252398.1488 189918.4177 358.5320
252393.9080 359.2480189973.3797
DESCRIPTION
PK-NAIL
STA-D2 PK-NAIL
CLEAN-OUT
WATER METER
EXISTING ELEVATION
CONTROL STATION
ELECTRIC POLE
TREE
7.72
LEGEND:
WM
STA-1
252407.4010 357.4202189813.7417STA-D3 PK-NAIL
PALM
ELEC
BORING
TEL
TELEPHONE POLE
BAMBOO AREA
NOTES:
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"
PIPE
TYPE "B"MTS TYPE "A" TYPE "D" TYPE "E"
LENGTH OF
CONCRETE CURB
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
SqM
C O
N C
R E
T E
P
IP
E
S W
A L E
TYPE "B"TYPE "A"EA TYPE "C"
HEADWALLS
T R
E N
C H
E X
C A
V A
T
IO
N
GRATE"3""1"
TYPE
MH
CuM. CuM.
INLETS
B R
ID
G
E R
A
IL
E A
R T
H S
W A
L E
L.M. L.M L.M.
W -B
E A
M G
U A
R D
R A
IL
R E M A R K S
N E
W T
Y P
E
D
C O
N C
R E
T E
B A
R R
IE
R
L.M.
R E
IN
F
O R
C E
D E
A R
T H
W A
LL
NO.
56 56 57 57 58 58
TOTALS
(P .C
.E .S
INLETNO.1
"4A"
NO.2
"4A"
L.M.
0+84.03, 3.08 Rt. TO 2+06.60, 4.15 Rt.(PR-146)
PROPOSED
PRE-FABRICATED
CON/SPAN BRIDGE
L.M.
1+39.46, 4.84 Rt. TO 1+83.46, 4.84 Rt.(PR-146)
124 44
1+00.00, 2.60 Lt. TO 2+06.66, 2.85 Lt.(PR-146)
1+20.64, 6.02 Lt.(PR-146)
70 1
L.M.
R
IP
-R A
P
1+20.56, 7.03 Rt.(PR-146) 4
1+23.83, 3.93 Rt. TO 1+39.45, 4.26 Rt.(PR-146) 10
1+83.46, 4.26 Rt. TO 2+01.36, 3.58 Rt.(PR-146) 17
1+47.25, 5.30 Rt.(PR-146) 1
NOT TO SCALE TABLE OF STRUCTURES
GR
7AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
TEL
STA-D1
STA-D2
ASPHALT
EDGE
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
COMM.
LINE
COMMUNICATION
LINE UNDERGROUND
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
C O
M . C
LAR
O
ELEC
C O
M . C
LAR
O
PU
LL BO
X
ON THE GROUND
CONCRETE POLE
COMMUNICATION
LINE UNDERGROUND
C O
M M
U N
IC
ATIO
N
LIN
E
COMMUNICATION
LINE UNDERGROUND
COMMUNICATION
LINE UNDERGROUND
CONCRETE
ELEC. POLE
WOODEN
ELEC. POLE
G U
AR
D
R
AIL
WOODEN BROKEN
TELEPHONE POLE
360.11
S.SEWER
C.B. BOX
T.E.=358.14 I.E.=356.91
S.SEWER
PIPE=24"
T.E.=355.73(PIPE)
I.E.=355.12
C O
N C
R
ETE
W
ALL
24" C
. PIPE
ELEC
GALV.
R O
C K
EDGE OF
FLAT AREA ED
G E O
F
FLAT AR
EA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
COLLAPSED
AREA
356355354
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,825 X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,825 X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,825 X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
357.06 357.18
357.53
357.85
359.874
357.68
359.70 357.85
357.90 357.92
357.77
357.55
357.82
358.04 358.05
358.03
360.24 358.08
358.07
360.11
358.16 358.17
358.14
358.19
361.53 360.34
359.78
358.12
358.31 358.35
358.33
358.30
361.69 359.63
358.62
358.55 358.54
358.49
358.48
360.11 362.10
358.54
361.63 360.72
358.69
358.75 362.87
358.84 358.90
358.84
363.22
358.97 358.97
358.88 359.07 359.03
358.99 358.90
364.37
358.98 358.98
359.14
358.31
360.66
361.79
359.04 359.15
359.25
361.28 358.93
359.07
359.20 359.00
W W W W W W W W W W W 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
BP
PI
PI
PC Mid
EP
LINE-PR-146 BEGINS
STA:0+80.00
LINE-PR-146 ENDS
STA:2+06.66
EXISTING CONDITIONS PLAN
GR
8AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
CONTROL STATIONS
STATION
STA-D1
COORDINATES
NORTHING ELEVATIONEASTING
252398.1488 189918.4177 358.5320
252393.9080 359.2480189973.3797
DESCRIPTION
PK-NAIL
STA-D2 PK-NAIL
252407.4010 357.4202189813.7417STA-D3 PK-NAIL
CLEAN-OUT
WATER METER
EXISTING ELEVATION
CONTROL STATION
ELECTRIC POLE
TREE
7.72
LEGEND:
WM
STA-1
PALM
ELEC
BORING
TEL
TELEPHONE POLE
BAMBOO AREA
NOTES:
SCALE=1:200
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
TEL
STA-D1
STA-D2
ASPHALT
EDGE
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
COMM.
LINE
COMMUNICATION
LINE UNDERGROUND
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
C O
M . C
LAR
O
C O
M . C
LAR
O
PU
LL BO
X
ON THE GROUND
CONCRETE POLE
COMMUNICATION
LINE UNDERGROUND
C O
M M
U N
IC
ATIO
N
LIN
E
COMMUNICATION
LINE UNDERGROUND
CONCRETE
ELEC. POLE
WOODEN
ELEC. POLE
G U
AR
D
R
AIL
WOODEN BROKEN
TELEPHONE POLE
360.11
S.SEWER
C.B. BOX
T.E.=358.14 I.E.=356.91
S.SEWER
PIPE=24"
T.E.=355.73(PIPE)
I.E.=355.12
C O
N C
R
ETE
W
ALL
24" C
. PIPE
ELEC
GALV.
R O
C K
ED
G
E O F
FLAT AR
EA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
COLLAPSED
AREA
356355354
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
359.874
357.68
359.70 357.85
357.90 357.92
357.77
357.55
357.82
358.04 358.05
358.03
360.24 358.08
358.07
360.11
358.16 358.17
358.14
358.19
361.53 360.34
359.78
358.12
358.31 358.35
358.33
358.30
361.69 359.63
358.62
358.55 358.54
358.49
358.48
360.11 362.10
358.54
361.63 360.72
358.69
358.75 362.87
358.84 358.90
358.84
363.22
358.97 358.97
358.88 359.07 359.03
358.99 358.90
364.37
358.98 358.98
359.14
358.31
360.66
361.79
359.04 359.15
359.25
361.28 358.93
359.07
359.20 359.00
W W W W W W W W W W W
EXISTING ASPHALT TO BE
FULL DEPTH DEMOLISHED
ASPHALT TO
BE SCARIFIED
X=189,871.5846 Y=252,406.4659
ASPHALT TO
BE SCARIFIED
X=189,871.0563 Y=252,401.2839
ASPHALT TO
BE SCARIFIED
X=189,976.8407 Y=252,400.1129
ASPHALT TO
BE SCARIFIED
X=189,978.1472 Y=252,394.5662
GUARDRAIL TO BE
DEMOLISHED BEGINS
X=189,887.7146 Y=252,399.4646
GUARDRAIL
TO BE DEMOLISHED ENDS
X=189,897.1354 Y=252,398.2057
EXISTING CONCRETE
POLE TO BE REMOVED
EXISTING WATER PIPE
TO BE REMOVED
X=189,918.3048 Y=252,400.1412
EXISTING WATER PIPE
TO BE REMOVED
X=189,900.3900 Y=252,396.9700
EXISTING WATER PIPE
TO BE REMOVED
X=189,978.5062 Y=252,394.4526
EXISTING WATER PIPE
TO BE REMOVED
EXISTING BAMBOO
AREA TO BE REMOVEDEXISTING BAMBOO
AREA TO BE REMOVED
EXISTING GRATE
TO BE REMOVED,
EXISTING INLET TO
REMAIN
EXISTING SIGN
TO BE REMOVED
EXISTING SIGN
TO BE REMOVED
EXISTING ASPHALT
TO BE SCARIFIED
EXISTING ASPHALT
TO BE SCARIFIED
ASPHALT TO
BE DEMOLISHED
X=189,954.7132 Y=252,399.0427
ASPHALT TO
BE DEMOLISHED
X=189,954.1943 Y=252,393.7334
ASPHALT LAYERS
TO BE REMOVED
X=189,898.3134 Y=252,404.4586
ASPHALT LAYERS
TO BE REMOVED
X=189,897.8137 Y=252,399.1895
EXISTING TREE
TO BE REMOVED
ASPHALT TO
BE DEMOLISHED
X=189,910.8991 Y=252,403.2882
ASPHALT TO
BE DEMOLISHED
X=189,910.4223 Y=252,398.2596
EXISTING ASPHALT
LAYERS TO BE REMOVED
TO MATCH TOP OF
EXISTING BASE COURSE
DEMOLITION PLAN
GR
AREA TO BE DEMOLISHED OR REMOVED
LEGEND:
ASPHALT TO BE SCARIFIED
NOTES:
1. FOR ACTIONS TO BE TAKEN WITH EXISTING UTILITIES,
REFER TO DRAWING SERIES UTW, UTE AND UTT.
2. FOR ACTIONS TO BE TAKEN WITH EXISTING TREES, REFER
TO DRAWING SERIES TI.
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
SCALE=1:200
ASPHALT TO BE REMOVED
ACTIVITY AREA
SIGN LOCATION NUMBER
SIGN CODE NUMBER
TRAFFIC SIGN
LEGEND:
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.
MANUALG20-2A 48" X 36"
TERMINA
TRABAJO EN
CARRETERA
2, 7
4, 9
5, 10
W20-7A 36" X 36"
W20-4 36" X 36"
UN CARRIL
CARRETERA
450 MTS
W20-1 36" X 36"EN
CARRETERA
ADELANTE
3 2N/A
SEE
D.T.P.W.
MANUAL3, 8 W3-4 36" X 36"PARA
PREPARESE
PARAR
FLAGGER STATION
FOR THE CONSTRUCTION OPERATION OF THE LANDSLIDE REPAIRS LOCATED AT STATE ROAD PR-146, KM. 19.3, 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
GENERAL NOTES
STAGE 1
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 OF NORTH EDGE OF ROW.
D. PROCEED WITH THE PAVING OF NORTH EDGE OF PR-146.
E. COMPLETE CORRESPONDING SIGNING AND PAVEMENT MARKINGS.
F. KEEP ACCESS TO RESIDENCES OPEN AT ALL TIMES.
STAGES
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 OF SOUTH EDGE OF ROW.
D. PROCEED WITH THE RELOCATION OF THE PROPOSED WATER MAIN
RELOCATION.
E. PROCEED WITH THE CONSTRUCTION OF NEW SOIL REINFORCED EARTH
WALL.
F. PROCEED WITH THE REPAVING OF PR-146 AND THE INSTALLATION OF
PROPOSED LONGITUDINAL ROADSIDE W-BEAM GUARDRAIL.
G. COMPLETE CORRESPONDING SIGNING AND PAVEMENT MARKINGS.
H. KEEP ACCESS TO RESIDENCES OPEN AT ALL TIMES. 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
CONSTRUCCION
DE
MAXIMA
VELOCIDAD
6 2N/A
SEE
D.T.P.W.
MANUALR2-1 18" X 24"11, 12
FLASHING ARROW PANEL
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.
NOT TO SCALE
MAINTENANCE OF TRAFFIC
GENERAL NOTES AND TABLE
MOT
10AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
0m
0m
0m
0m
0m
0m
0m
0m
0m
0m
ACTIVITY AREA
STAGE-1
CIALES
PR-146
TEMPORARY
CONCRETE BARRIER
INSTALL TYPE III
TL-2 CRASH CUSHION
INSTALL TYPE III
TL-2 CRASH CUSHION
30.00m
30.00m
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
STA-D1
STA-D2
STA-D3
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
WATER
VALVE
WATER
METER
TO UTUADO
TO PR-149
SCALE=1:400 MAINTENANCE OF TRAFFIC PLAN
(STAGE-1)
MOT
11AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
STA-D1
STA-D2
STA-D3
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
WATER
VALVE
WATER
METER
TO UTUADO
TO PR-149
0m
0m
0m
0m
0m
0m
0m
0m
0m
0m
ACTIVITY AREA
STAGE-2
CIALES
PR-146
TEMPORARY
CONCRETE BARRIER
INSTALL TYPE III
TL-2 CRASH CUSHION
INSTALL TYPE III
TL-2 CRASH CUSHION
30.00m
30.00m
SCALE=1:400 MAINTENANCE OF TRAFFIC PLAN
(STAGE-2)
MOT
12AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
TEL
STA-D1
STA-D2
ASPHALT
EDGE
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
ASPHALT
EDGE
ASPHALT
EDGE
ASPH
ALT
ED
G
E
G U
AR
D
R
AIL
S.SEWER
C.B. BOX
T.E.=358.14 I.E.=356.91
S.SEWER
PIPE=24"
T.E.=355.73(PIPE)
I.E.=355.12
C O
N C
R
ETE
W
ALL
24" C
. PIPE
ELEC
GALV.
R O
C K
EDGE OF
FLAT AREA ED
G E O
F
FLAT AR
EA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
EDGE OF
FLAT AREA
COLLAPSED
AREA
356355354
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
W W W W W W W W W W W 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
CIALES
ROAD WIDENING BEGINS
STA:1+00.00
MEET EXISTING
EDGE OF PAVEMENT
LINE-PR-146 &
ROAD WIDENING ENDS
PT STA:2+06.66
MEET EXISTING
EDGE OF PAVEMENT
0+00
0+20
0+40 0+44
LINE-PR-146 REINFORCED EARTH WALL
BEGINS STA:0+00.00
LINE-PR-146 REINFORCED EARTH WALL
ENDS STA:0+44.00
T.O.S.
T.O.S.
T.O.S.
T.O.S. T.O.S.
T.O.S.
LINE-PR-146 BEGINS
STA:0+80.00
SOIL SURVEY PLAN
SS
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
NOT TO SCALE
BORING LOGS
SS
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
TEL
STA-D1
STA-D2
360.11
ELEC
GALV.
356355354
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
357.18 357.53
357.85
359.874
357.68
359.70 357.85
357.90 357.92
357.77
357.55
357.82
358.04 358.05
358.03
360.24 358.08
358.07
360.11
358.16 358.17
358.14
358.19
361.53 360.34
359.78
358.12
358.31 358.35
358.33
358.30
361.69 359.63
358.62
358.55 358.54
358.49
358.48
360.11 362.10
358.54
361.63 360.72
358.69
358.75 362.87
358.84 358.90
358.84
363.22
358.97 358.97
358.88 359.07 359.03
358.99 358.90
364.37
358.98 358.98
359.14
358.31
360.66
361.79
359.04 359.15
359.25
361.28 358.93
359.07
359.20 359.00
W W W W W W W W W W W 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
CIALES
REINFORCED
EARTH WALL
L=44.00m
ROAD WIDENING BEGINS
STA:1+00.00
MEET EXISTING
EDGE OF PAVEMENT
LINE-PR-146 &
ROAD WIDENING ENDS
PT STA:2+06.66
MEET EXISTING
EDGE OF PAVEMENT
PROPOSED W-BEAM
GUARDRAIL
0+00
0+20
0+40 0+44
LINE-PR-146 REINFORCED EARTH WALL
BEGINS STA:0+00.00
LINE-PR-146 REINFORCED EARTH WALL
ENDS STA:0+44.00
7.
m (T
R
AV
EL
ED
W
AY
3.
m 3.
m
T.O.S.
T.O.S.
T.O.S.
T.O.S. T.O.S.
T.O.S.
NEW CONCRETE
SWALE
NEW CONCRETE
SWALE
LINE-PR-146 BEGINS
STA:0+80.00
CONCRETE SWALE
BEGINS
STA:1+00.06(PR-146)
OFF:2.60m Lt
CONCRETE SWALE
ENDS
STA:2+06.66(PR-146)
OFF:2.85m Lt
CONCRETE SWALE BEGINS
STA:1+22.47(PR-146)
OFF:3.35m Lt
CONCRETE SWALE ENDS
STA:1+18.93(PR-146)
OFF:3.23m Lt
PROPOSED
CONCRETE APRON
(4" CONC. SLAB)
FOR DETAIL SEE SHEET DR/1
STA:1+20.67(PR-146)
OFF:4.19m Lt
SINGLE FACE
GUARDRAIL BEGINS
TL-3 CRASHWORTHY
END TERMINAL
STA:0+84.03(PR-146)
OFF:3.08m Rt
SINGLE FACE
GUARDRAIL ENDS
TL-3 CRASHWORTHY
END TERMINAL
STA:2+06.60(PR-146)
OFF:4.15m Rt
NEW CONCRETE
SWALE
RIP RAP PROTECTION
2.44m (L) X 2.60M (W) X 0.60M (H)
CLASS I (HEC23)
GROUTED
RIP RAP PROTECTION
CLASS I (HEC23)
GROUTED
RIP RAP PROTECTION
CLASS I (HEC23)
GROUTED
PLAN
PP
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
PR-146 PROFILE
SCALE: H=1:200
V=1:40
PR-146 REINFORCED EARTH WALL PROFILE
SCALE: H=1:200
V=1:100
0+80
7.
0+90
7.
1+00
8.
8.
1+10
8.
8.
1+20
8.
8.
1+30
8.
8.
1+40
8.
8.
1+50
8.
8.
1+60
8.
8.
1+70
8.
8.
1+80
8.
8.
1+90
9.
9.
2+00
9.
9.
2+06.66
9.
9.
-0.32%
1.06%
2.33%
0.66% 1.14%
PVI STA:1+29.32
PVI ELEV:358.35
K:3.94
LVC:5.00
BV
C
S:
+2 6.
BV
C E:
.3
EV
C
S:
+3 1.
EV
C E:
.4
PVI STA:1+77.11
PVI ELEV:358.90
K:10.29
LVC:5.00
BV
C
S:
+7 4.
BV
C E:
.8
EV
C
S:
+7 9.
EV
C E:
.9
PVI STA:1+43.74
PVI ELEV:358.68
K:2.99
LVC:5.00
BV
C
S:
+4 1.
BV
C E:
.6
EV
C
S:
+4 6.
EV
C E:
.7
PVI STA:1+95.76
PVI ELEV:359.12
K:3.43
LVC:5.00
BV
C
S:
+9 3.
BV
C E:
.0
EV
C
S:
+9 8.
EV
C E:
.1
BEGIN PROFILE GRADE
STA=1+00.00
ELEV=358.039
END PROFILE
STA=2+06.66
ELEV=359.083
0+00
8.
8.
0+10
5.
8.
0+20
7.
8.
0+30
6.
8.
0+40
7.
8.
0+44
8.
9.
BEGIN WALL PROFILE
STA=0+00.00
ELEV=358.623
END WALL PROFILE
STA=0+44.00
ELEV=359.044
TOP OF WALL (P.G.)
EXISTING GROUND
EXISTING GROUND
PROFILE GRADE
BEGIN PROFILE
STA=0+80.00
ELEV=357.839
SCALE AS SHOWN
PROFILES
PP
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
SCALE=1:200
SCALE=1:100
510 2 3 4
SCALE=1:40
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
STA-D1
STA-D2
360.11
S.SEWER
C.B. BOX
T.E.=358.14 I.E.=356.91
S.SEWER
PIPE=24"
T.E.=355.73(PIPE)
I.E.=355.12
C O
N C
R
ETE
W
ALL
24" C
. PIPE
356355354
TO UTUADO
TO PR-149
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2,
357.06 357.18
357.53
357.85
359.874
357.68
359.70 357.85
357.90 357.92
357.77
357.55
357.82
358.04 358.05
358.03
360.24 358.08
358.07
360.11
358.16 358.17
358.14
358.19
361.53 360.34
359.78
358.12
358.31 358.35
358.33
358.30
361.69 359.63
358.62
358.55 358.54
358.49
358.48
360.11 362.10
358.54
361.63 360.72
358.69
358.75 362.87
358.84 358.90
358.84
363.22
358.97 358.97
358.88 359.07 359.03
358.99 358.90
364.37
358.98 358.98
359.14
358.31
360.66
361.79
359.04 359.15
359.25
361.28 358.93
359.07
359.20 359.00
2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
CIALES
ROAD WIDENING BEGINS
STA:1+00.00
MEET EXISTING
EDGE OF PAVEMENT
LINE-PR-146 &
ROAD WIDENING ENDS
PT STA:2+06.66
MEET EXISTING
EDGE OF PAVEMENT
0+00
0+20
0+40 0+44
LINE-PR-146 REINFORCED EARTH WALL
BEGINS STA:0+00.00
LINE-PR-146 REINFORCED EARTH WALL
ENDS STA:0+44.00
T.O.S.
T.O.S.
T.O.S.
T.O.S. T.O.S.
T.O.S.
LINE-PR-146 BEGINS
STA:0+80.00
PI
PI
PC
357.98358.03 358.05 358.09 358.14 358.19 358.26 358.37 358.48
358.55 358.59 358.63 358.66 358.70 358.74 358.78
358.82 358.86
358.90 358.91 359.01 359.03
358.95
358.12 358.04
358.18 358.23 358.28
358.34 358.40
358.52
358.64 358.73 358.77 358.80 358.83 358.86 358.90 358.93 358.99
359.07
359.15
359.23 359.24
359.22 359.21
-1 .6
-1 .2
M
ATC
H
EXISTIN
G
SLO
PE
M
AT
C H
E
XI
ST
IN
G
SL
O
PE
EXISTING INLET SHALL BE
CLEANED, AJUSTED AND A NEW
TRANSVERSABLE GRATE
SHALL BE INSTALLED
STA:1+20.64(PR-146)
OFF:6.02m Lt
T.E.=358.14 I.E.=356.91
EXISTING 24"Ø PIPE
TO BE CLEANED
L=13.23m S=13.52%
EXISTING HEADWALL
TO REMAIN
STA:1+20.56(PR-146)
OFF:7.03m Rt
I.E.=355.12
NEW CONCRETE
SWALE
NEW CONCRETE
SWALE
CONCRETE SWALE
BEGINS
STA:1+00.06(PR-146)
OFF:2.60m Lt
CONCRETE SWALE
ENDS
STA:2+06.66(PR-146)
OFF:2.85m Lt
CONCRETE SWALE BEGINS
STA:1+22.47(PR-146)
OFF:3.35m Lt
CONCRETE SWALE ENDS
STA:1+18.93(PR-146)
OFF:3.23m Lt
PROPOSED
CONCRETE APRON
(4" CONC. SLAB)
SEE DETAIL ON THIS SHEET
STA:1+20.67(PR-146)
OFF:4.19m Lt
NEW CONCRETE
SWALE
RIP RAP PROTECTION
2.44m (L) X 2.60M (W) X 0.60M (H)
CLASS I (HEC23)
2.
m
2.60m
RIP-RAP PROTECTION
CLASS I (HEC23)
RIP-RAP PROTECTION
CLASS I (HEC23)
RIP-RAP PROTECTION
1.00m (L) X 0.70M (W) X 0.60M (H)
CLASS I (HEC23)
4"Ø PIPE REINFORCED
EARTH WALL DISCHARGE
POINT, SEE SHEET RW/4
FOR DETAILS
RIP-RAP PROTECTION
1.00m (L) X 0.70M (W) X 0.60M (H)
CLASS I (HEC23) 4"Ø PIPE REINFORCED
EARTH WALL DISCHARGE
POINT, SEE SHEET RW/4
FOR DETAILS
STANDARD CONCRETE SWALE DETAIL
SCALE=1:20
0.60m
CL SWALE
FROM STA. 1+00 TO STA 1+60
FROM STA. 1+95 TO STA 2+06.66
WIRE MESH
6 X 6 - W 1.4 X W 1.4 WWF
0.
m
EXISTING
SLOPE
VARIABLE CONCRETE SWALE DETAIL
SCALE=1:20
0.60m
CL SWALE
FROM STA. 1+60 TO STA 1+95
WIRE MESH
6 X 6 - W 1.4 X W 1.4 WWF0.1
0m
EXISTING
SLOPE
SLOPE VARIES
MIN. 4:1
MAX. 1:1 CLASS A
CONCRETE
CLASS A
CONCRETE
STORM SEWER PIPE PROFILE
SCALE = 1:100
0+00 0+05 0+10 0+15 0+18
X
X X
X
CL PR-146
EXIST. ROW
LIMIT
PROP. ROW
LIMIT
SLOPE
RIP RAP PROTECTION
2.44m (L) X 2.60M (W) X 0.60M (H)
CLASS I (HEC23)
FILTER
FABRIC
0.20m FILTER
BLANKET
2.44
EXISTING INLET SHALL BE
CLEANED, AJUSTED AND A NEW
TRANSVERSABLE GRATE
SHALL BE INSTALLED
T.E.=358.14 I.E.=356.91
EXISTING 24"Ø PIPE
TO BE CLEANED
L=13.23m S=13.52%
EXISTING HEADWALL
TO REMAIN
I.E.=355.12
0.
0.
3.68
0.
1.
CONCRETE APPRON DETAIL
SCALE=1:40
1.74
1.74m
CL SWALE
WIRE MESH
6 X 6 - W 1.4 X W 1.4 WWF
A A
SECTION A-A
PLAN VIEW
0.
m
CLASS A
CONCRETE
RIPRAP PROTECTION DETAIL
SCALE = 1:40
EXISTING
GROUND
RIP-RAP PROTECTION
CLASS I (HEC23)
0.
m
0.50m
0.
m
FILTER FABRIC
0.20m FILTER
BLANKET
(MAX SLOPE 2:1)
2.0m
DRAINAGE AND GRADING PLAN
DR
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
357356
M A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A
DM
A
X
IM
A V
E
LO
C
ID
A D
M A
X
IM
A V
E
LO
C
ID
A D
ELEC
TEL
STA-D1
STA-D2
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
S.SEWER
C.B. BOX
T.E.=358.14 I.E.=356.91
S.SEWER
PIPE=24"
T.E.=355.73(PIPE)
I.E.=355.12
C O
N C
R
ETE
W
ALL
24" C
. PIPE
ELEC
GALV.
356355354
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
W W W W W W W W W W W 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
CIALES
ROAD WIDENING BEGINS
STA:1+00.00
MEET EXISTING
EDGE OF PAVEMENT
LINE-PR-146 &
ROAD WIDENING ENDS
PT STA:2+06.66
MEET EXISTING
EDGE OF PAVEMENT
0+00
0+20
0+40 0+44
LINE-PR-146 REINFORCED EARTH WALL
BEGINS STA:0+00.00
LINE-PR-146 REINFORCED EARTH WALL
ENDS STA:0+44.00
T.O.S.
T.O.S.
T.O.S.
T.O.S. T.O.S.
T.O.S.
LINE-PR-146 BEGINS
STA:0+80.00
SEDIMENT LOG
(SEE DETAIL ON
THIS SHEET)
TIGHTLY PACK STRAW
BETWEEN BALES
SURROUNDING INLET GRATE
(SEE STD. DWG. ER 2 OF 20)
SEDIMENT LOG
(SEE DETAIL ON
THIS SHEET)
SEDIMENT LOG
(SEE DETAIL ON
THIS SHEET)
SEDIMENT LOG
(SEE DETAIL ON
THIS SHEET)
SCALE=1:200
EROSION AND SEDIMENTS
CONTROL PLAN
EC
SILT FENCE
LEGEND:
SEDIMENT LOG
FLOW
SEDIMENT LOG
FLOW
OR EDGE OF PAVEMENT
SEDIMENT LOG INSTALLATION DETAIL
TIGHTLY PACK STRAW BALE
AC-835579 CIALES 2019
LANDSLIDE AND ROAD DAMAGE EVALUATION
MUNICIPALITY OF CIALES, PUERTO RICO
ER-HWY-221, HIGHWAY PR-146 KM 19.30
PR-146
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.
P.R.
FED. AID H'WAY
PROJECT N0.
44ER-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.
CURB AND GUTTER
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
PO
TABLE
W
ATER
PO
TABLE
W
ATER
PIPE
TO UTUADO
TO PR-149
W
W
W
WWWWWWWWWWWWWWWWWW
X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, X=189,850Y=
2, X=189,875Y=
2, X=189,900Y=
2, X=189,925Y=
2, X=189,950Y=
2, X=189,975Y=
2, W W
W W
W
W
W
W W
W
W
W W W W W W W W W W W 2+06.66
0+80
1+00
1+20
1+40
1+60
1+80 2+00
CIALES
ROAD WIDENING BEGINS
STA:1+00.00
MEET EXISTING
EDGE OF PAVEMENT
LINE-PR-146 &
ROAD WIDENING ENDS
PT STA:2+06.66
MEET EXISTING
EDGE OF PAVEMENT
0+00
0+20
0+40 0+44
LINE-PR-146 REINFORCED EARTH WALL
BEGINS STA:0+00.00
LINE-PR-146 REINFORCED EARTH WALL
ENDS STA:0+44.00
LINE-PR-146 BEGINS
STA:0+80.00
EXISTING WATER MAIN PIPE TO REMAIN
EXISTING WATER MAIN PIPE
TO BE ABANDONED OR
REMOVED AS NEEDED
W W
W W
NEW 4"Ø WATER PIPE
PVC DR-14
P.V.C.= POLYVINYL CHLORIDE
COPPER TYPE "K"C.T.K.=
W.M.= WATER METER
T.B.= THRUST BLOCK
SERVICE CLAMPS.C.=
WATER PIPE LENGTH
DIAMETER MATERIAL LENGTH (METERS)
4" PVC DR-14 65.00
NEW D.I. ELBOW
W/ THRUST BLOCK
W W W W
WWWWWW
WW
W
EXISTING 4"Ø
WATER PIPE
TO BE ABANDONED OR
REMOVED AS NEEDED,
REFER TO
NOTES #17 & #18
EXISTING 4"Ø WATER
PIPES TO REMAIN,
REFER TO
NOTES #17 & #18
EXISTING 4"Ø WATER
PIPES TO REMAIN
NEW 4"Ø PVC DR-14 WATER
PIPE
W W
1. OWNER AND CONTRACTOR OR THEIR REPRESENTATIVE SHALL NOTIFY TO THE PUERTO RICO
AQUEDUCTS AND SEWERS AUTHORITY'S (P.R.A.S.A.) OFFICE, IN WRITING, WHEN WORKS BEGIN.
2. PRIOR TO COMMENCING ANY PRASA-RELATED WORK, CONTRACTOR SHALL REQUEST A
PRE-CONSTRUCTION MEETING TO THE CORRESPONDING REGIONAL OFFICE.
3. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE SPECIFICATIONS AND WITH THE
ADDITIONAL CONDITIONS INDICATED IN P.R.A.S.A.'S WRITTEN APPROVAL. IN CASE OF ANY
DISCREPANCY BETWEEN THE DRAWINGS AND THE WRITTEN APPROVAL, P.R.A.S.A.'S WRITTEN
APPROVAL SHALL PREVAIL.
4. P.R.A.S.A. RESERVES THE RIGHT TO REQUIRE ANY CHANGES NOT INCLUDED IN THE PROJECT DUE TO OMISSIONS OR INVOLUNTARY ERRORS IF, TO ITS BEST JUDGMENT, ARE NECESSARY FOR
THE PROPER FUNCTIONING OF THE WATER DISTRIBUTION SYSTEM.
5. THE CONTRACTOR SHALL SUBMIT EVIDENCE OF PAYMENT FOR CONNECTION TO THE SYSTEM
PRIOR TO RECEIVING FINAL ENDORSEMENT OF THE PROJECT.
6. ALL CONNECTIONS SHALL BE PERFORMED BY A CERTIFIED…
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