Plans_AC-838579 - PR ER DOT PRMNT RPR(13).pdf
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- Solicitation number
- 693C73-22-R-000021
About this file
This document provides details on a federal contract solicitation for landslide repair work in Puerto Rico. The Department of Transportation Federal Highway Administration is seeking proposals from certified Small Business Concerns for Project PR ER DOT PRMNT RPR(13), consisting of repairs to damage caused by Hurricanes Irma and Maria on five roads in Puerto Rico. Work includes embankment reconstruction, retaining walls, drainage systems, milling and overlay, guardrails, and signage. The total cost of the project is expected to be between $5-10 million. A two-step proposal process will be used, with technical and price proposals due as specified in solicitation number 693C73-22-R-000021. Firms must register at sam.gov and complete annual representations and certifications online to be eligible for payment if awarded.
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PS&E 5
ER-HWY-308
LOCATION
carlo Rectangle carlo Typewritten Text
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: GENERAL NOTES:
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
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
FEATURE
CENTER LINE
SYMBOL
PROPOSED EXISTING REMARKS
MH
7.727.72
ELECTRIC POLE
TELEPHONE POLE
HYDRANT
WATER VALVE
DEMOLITION
TEL
ELEC
IDENTIFYPLANTING
CONCRETE SWALE
SLOPE
PROJECT LIMIT
PROPERTY LIMIT
IDENTIFY TYPEFENCE X X X X X X
IDENTIFYBORINGS
PUERTO RICO AQUEDUCTS AND SEWERS AUTHORITYP.R.A.S.A.
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 ARE PRESENTED IN PLANS.
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/18O3746, DATED DECEMBER 28, 2018.
11. THE CONTRACTOR SHALL NOTIFY THE PRHTA'S SOILS ENGINEERING OFFICE AT LEAST THREE (3) DAYS PRIOR TO COMPLETION OF
EXCAVATIONS OR COMMENCEMENT OF SHEET PILE 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. A FINISHING SUBGRADE SHALL BE USED FOR THE SHAPING AND FINAL COMPACTION OF THE ROADBED IN ORDER TO PROCEED WITH
THE CONSTRUCTION OF THE PAVEMENT STRUCTURE AND SHOULDERS PER SPECIFICATION 204.
27. HOT PLANT MIX BITUMINOUS ASPHALT PAVEMENT SHALL FOLLOW SPECIFICATION 401.
28. LEAN CONCRETE BASE SHALL FOLLOW SPECIFICATION 305.
29. PAVEMENT MARKINGS SHALL BE AS INDICATED ON PLANS, AND CONFORMING TO PART 3 OF THE MUTCD AND SPECIFICATION 716.
30. 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.
31. 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.
32. 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.
33. ROADSIDE BARRIERS AND ALL SAFETY APPURTENANCES SHALL MEET MASH CRITERIA FOR CRASHWORTHINESS AND BE INSTALLED FOLLOWING PRHTA STANDARD DRAWINGS FROM JUNE, 2018. ALL NEW W-BEAM GUARDRAILS SHALL BE STRONG-POST MOUNTED
AND ALL CRASHWORTHY END TERMINALS SHALL BE TYPE 1.
34. TOPOGRAPHIC AS-BUILT PLANS WERE PREPARED BY SURVEYORS GROUP, BASE ON FIELD WORK COMPLETED NOVEMBER, 2018.
PLANS PRESENT EXISTING SITE CONDITIONS AT THE TIME TOPOGRAPHIC SURVEY WORK WAS DONE.
35. PROPOSED CONCRETE BARRIER ON TOP OF CAP BEAM WALL SHALL FOLLOW THE GEOMETRIC DETAILS PRESENTED IN PRHTA
STANDARD DRAWINGS AND THE REINFORCEMENT DETAILS PRESENTED IN STRUCTURAL SHEETS.
36. TOP PANELS OF GABION MATTRESSES SHALL BE ANCHORED TO THE GROUND WITH STEEL RODS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ILLUSTRATING AND SPECIFYING RODS SIZE, ARRANGEMENT, LENGTH AND DEPTH OF ANCHORING. SHOP DRAWINGS SHALL
BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN PUERTO RICO.
STA-D1
STA-D2
STA-D3
TO CAYEY
TO GUAYAMA
X=236,600
Y=2
,47
X=236,625
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,650
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,675
Y=2
,52
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,700
Y=2
,55
X=236,700
Y=2
,57
X=236,700
Y=2
,60
1+28.12
0+00
1+00
PI
PC
PT
PC
PT
PC
PT
L3
L4 L5
L6
C4
C5
C6 N27° 14' 12.86"E
N25° 03' 11.61"E N58° 16' 06.01"E
N33° 14' 09.70"E
R=150.00m
R=70.00m
R=70.00m
BEGIN LINE PR-179
STA. 0+00.00
END LINE PR-179
STA. 1+28.12
L7
N24° 28' 10.97"E
0+64.41
0+00
PI
PI
PI
PI
PI PI PI
PI PI
BEGIN LINE PR-179_SHEET PILE
STA. 0+00.00
END LINE PR-179_SHEET PILE
STA. 0+64.41
L8
L9
L10
L11 L12 L13 L14
L15 L16
L17
STA-D
STA-D
ASPHALT
EDGE
ASPHALT
EDGE
T.E.=5
.71
I.E .=5
.94
DIA=3
0''P
IPE
598.49
596.51 597.03
598.55
ASPHALT
EDGE
STA-D
ASPHALT
EDGE
T.E.=5
.88
I.E .=5
.12
DIA=3
0''P
IPE
598.49
599.88
601.05
600.10
599.40
598.55
600.06
ASPHALT
EDGE
UNKNOWN U
TILI
TY
WOODEN
HOUSE W
ALL
S
9-0
-00
8-1 9-0
STA-D
ELEC
ASPHALT
EDGE
ASPHALT
EDGE
ASPHALT
EDGE
ENTRANCE
598.28
596.51
595.76
595.73
597.03
BARB FENCE
599.58
UNKNOWN U
TILI
TY
UNKNOWN U
TILI
TY
POTABLE
W
ATER PIPE
X=236,575Y=
6, RI
G
HT
O
F W
AY
L
IM
IT
STA-D1 STA-D2
STA-D3
STA-D3
ELEC
ELEC
ASPHALT EDGE
CURB
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
T.E.=597.882 I.E.=597.12
DIA=30''PIPE
T.E.=593.710 I.E.=592.948
DIA=30''PIPE
ENTRANCE
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
BARB FENCE
BARB FENCE
ASPHALT EDGE
CURB
592.702
592.88
599.58
604.237 605.544
GATE CONCRETE
WALL
CONCRETE SWALE
GREEN AREA
GREEN AREA
UNKNOWN UTILITY POTABLE WATER PIPE
UNKNOWN UTILITY
UNKNOWN UTILITY
POTABLE WATER PIPE
ELEC
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
WOODEN
HOUSE WALLS
WOODEN ROOF
NOT IN USE
ELEC
ELEC
ELEC
WOODEN
WOODEN
WOODEN
T.E.=609.679 I.E.=608.438
DIA=SEDIMENT
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
609.852
CONCRETE
WALL
CONCRETE
WALL
CONCRETE
WALL
606.168
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
CONCRETE SWALE
606.231
ENTRANCE
CONCRETE
GATE
OPEN BOX
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,650
Y=2
,65
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUARDRAIL
STA-D3
ELEC
ELEC
ASPHALT EDGE
CURB
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
T.E.=597.882 I.E.=597.12
DIA=30''PIPE
T.E.=593.710 I.E.=592.948
DIA=30''PIPE
ENTRANCE
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
BARB FENCE
BARB FENCE
ASPHALT EDGE
CURB
592.702
592.88
599.58
604.237 605.544
GATE CONCRETE
WALL
CONCRETE SWALE
GREEN AREA
GREEN AREA
UNKNOWN UTILITY POTABLE WATER PIPE
UNKNOWN UTILITY
UNKNOWN UTILITY
POTABLE WATER PIPE
ELEC
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
WOODEN
HOUSE WALLS
WOODEN ROOF
NOT IN USE
ELEC
ELEC
ELEC
WOODEN
WOODEN
WOODEN
T.E.=609.679 I.E.=608.438
DIA=SEDIMENT
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
CONCRETE
WALL
CONCRETE
WALL
CONCRETE
WALL
606.168
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
CONCRETE SWALE
606.231
ENTRANCE
CONCRETE
GATE
OPEN BOX
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,650
Y=2
,65
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUARDRAIL
EXISTING TEMPORARY
BARRIER TO BE REMOVED
EXISTING PIPE TO BE
DEMOLISHED
EXISTING STRUCTURE
HEADWALL TO BE DEMOLISHED
EXISTING STRUCTURE
HEADWALL TO BE DEMOLISHED
EXISTING TREES
TO BE REMOVED
EXISTING PIPE TO
BE DEMOLISHED
EXISTING CONCRETE CURB
TO BE DEMOLISHED
EXISTING GUARDRAIL
TO BE REMOVED
AREA TO BE CLEARED
AND GRUBBED
AREA TO BE CLEARED
AND GRUBBED
AREA TO BE CLEARED
AND GRUBBED
EXISTING TREES
TO BE REMOVED
EXISTING TREE
TO BE REMOVED
EXISTING TREE
TO BE REMOVED
EXISTING TREES
TO BE REMOVED
GUARDRAIL ENDS
N=226575.0568 E=236650.4818
GUARDRAIL BEGINS
N=226552.3134 E=236614.3134
COLD MILLING
ASPHALT
N=226604.1425 E=236665.2662
COLD MILLING
ASPHALT
COLD MILLING
ASPHALT
N=226600.8727 E=236670.5712
COLD MILLING
ASPHALT
N=226520.0788 E=236587.4899
COLD MILLING
ASPHALT
N=226517.3754 E=236592.6216
CLEARING AND
GRUBBING LIMIT
N=226521.9273 E=236583.5038
CLEARING AND
GRUBBING LIMIT
N=226530.6348 E=236587.5029
CLEARING AND
GRUBBING LIMIT
N=226544.7590 E=236594.1054
CLEARING AND
GRUBBING LIMIT
N=226555.2474 E=236589.9802
CLEARING AND
GRUBBING LIMIT
N=226569.5213
E=236615.0493PIPE DEMOLITION
N=226550.6816 E=236597.0039
PIPE DEMOLITION
N=226537.3818 E=236602.2811
CLEARING AND
GRUBBING LIMIT
N=226522.7699 E=236630.1760
CLEARING AND
GRUBBING LIMIT
N=226535.5893 E=236625.3434
CLEARING AND
GRUBBING LIMIT
N=226517.0827 E=236597.7969
CLEARING AND
GRUBBING LIMIT
N=226555.2507 E=236602.7624
CLEARING AND
GRUBBING LIMIT
N=226553.5006 E=236603.9117
EXISTING BUS STOP
TO BE DEMOLISHED
N=226521.5218 E=236597.5786
EXISTING MAIL BOXES
TO BE REMOVED
N=226529.1632 E=236599.8457
CLEARING AND
GRUBBING LIMIT
N=226559.4464
E=236601.1190 CLEARING AND
GRUBBING LIMIT
N=226566.6442 E=236608.6717
CLEARING AND
GRUBBING LIMIT
N=226572.5344 E=236616.6116
CLEARING AND
GRUBBING LIMIT
N=226571.3297 E=236617.5053
CLEARING AND
GRUBBING LIMIT
N=226594.6687 E=236669.5322
CLEARING AND
GRUBBING LIMIT
N=226591.2378 E=236667.0569
CLEARING AND
GRUBBING LIMIT
N=226580.4324 E=236651.9527
CLEARING AND
GRUBBING LIMIT
N=226581.5085 E=236652.2794
COLD MILLING
ASPHALT
N=226530.4953 E=236570.7394
COLD MILLING
ASPHALT
N=226526.7659 E=236572.0025
R1-1 11 1
2 2
4 2
5 W1-4R 1
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
AND
M.U.T.C.D.
N/A
N/A
N/A
N/A
36" X 36"
36" X 36"
R1-2
W20-1
2, 9
3, 7
W20-4 36" X 36"
36" X 36" X 36"
36" X 36"
G20-26 3N/A36" X 18"8, 11, 12
7 W3-2A 1N/A36" X 36"10
4, 6
CEDA
CONSTRUCCION
TERMINA
210 16, 17
11 2
13 1
14 1
SIGN TABLE
LEGENDCODE
NUMBER
LOCATION
NUMBER
SIGN
CODE
SIZE OF SIGN
PANELS
OVERHEAD
STRUCTURE
TYPE
REFERENCE
MANUAL
TOTAL
ITEM
N/A
N/A
N/A
N/A
N/A
18, 19
15 2N/A23, 24
16 2N/A25, 26
8 W20-3 2N/A36" X 36"13, 14
9 1N/A15
M4-8
M1-6D
M5-1(L)
DESVIO
24" X 12"
36" X 24"
21" X 15"
SUR
M3-3 24" X 12"
M4-8
M1-6D
DESVIO
24" X 12"
36" X 24"
SUR
M3-3 24" X 12"
M6-1(L) 21" X 15"
M4-8
M1-6D
DESVIO
24" X 12"
36" X 24"
NORTE
M3-1 24" X 12"
M6-1(R) 21" X 15"
M4-8
M1-6D
DESVIO
24" X 12"
36" X 24"
NORTE
M3-1 24" X 12"
M5-1(R) 21" X 15"
M4-8
M1-6D
DESVIO
24" X 12"
36" X 24"
SUR
M3-3 24" X 12"
M6-1(R) 21" X 15"
M4-8
M1-6D
DESVIO
24" X 12"
36" X 24"
NORTE
M3-1 24" X 12"
M6-1(L) 21" X 15"
R11-3a 60" X 30"
M4-10 48" X 18"
R11-3a 60" X 30"
M4-10 48" X 18"
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
SEE
D.T.P.W.
MANUAL
AND
M.U.T.C.D.
0.152m = 6"
1/16" ALUMINUM ALLOY
3105 OR 5052 PLATE
HOLE FOR
BOLT
1/16" ALUMINUM ALLOY
3105 OR 5052 PLATE
0.
8m
2"
0.152m = 6"
FRONT VIEW SIDE VIEW
ORANGE REFLECTIVE SHEETING
BARRIER MOUNTING DETAILS
STA-D3
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
592.702
592.88
599.58
604.237 605.544
X=236,600
Y=2
,47
X=236,625
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,650
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,675
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,550
Y=2
,57
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,575
Y=2
,60
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405 610.232
609.852
611.717
613.750
613.972
613.989
613.828
606.168
606.231
X=236,600
Y=2
,62
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,625
Y=2
,65
X=236,650
Y=2
,65
X=236,675
Y=2
,65
X=236,650
Y=2
,67
X=236,675
Y=2
,67
X=236,700
Y=2
,55
X=236,700
Y=2
,57
X=236,700
Y=2
,60
X=236,700
Y=2
,62
X=236,700
Y=2
,65
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF W
AY LIMIT
RIGHT OF W
AY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
TYPE 3
BARRICADE
TEMPORARY
CONCRETE BARRIER
TEMPORARY
CONCRETE BARRIER
15.00m
10.00m
5.00m
5.00m
30.00m
30.00m
ACTIVITY AREA
20100
STA-D3
TO CAYEY
TO GUAYAMA
KMKM
POTABLE WATER PIPE
POTABLE WATER PIPE
X=236,600
Y=2
,47
X=236,625
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,650
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,675
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,550
Y=2
,57
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,575
Y=2
,60
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
A.A.A
WATER BOX
X=236,600
Y=2
,62
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,625
Y=2
,65
X=236,650
Y=2
,65
X=236,675
Y=2
,65
X=236,650
Y=2
,67
X=236,675
Y=2
,67
X=236,700
Y=2
,55
X=236,700
Y=2
,57
X=236,700
Y=2
,60
X=236,700
Y=2
,62
X=236,700
Y=2
,65
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
TYPE 3
BARRICADE
ACTIVITY AREA
5.00m 15.00m
15.00m
15.00m
5.00m
30.00m
30.00m
.92 m
PLASTIC DRUMS
SPACED @3.0M
PLASTIC DRUMS
SPACED @3.0M
GUAYAMA
ACTIVITY AREAPR-179
PR-179
PR-179
PR-179
PR-179
PR-179
COLMADO
EL ROBLE
IGLESIA
CARITE, GYMA 150 m
150 m m
150 m 150 m150 m
20 11
UNNAM
ED RO
AD
UNNAMED ROAD
UNNAMED ROAD
2001000
STA-D3
TO CAYEY
TO GUAYAMA
KMKM
X=236,600
Y=2
,47
X=236,625
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,650
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,675
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,550
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,575
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
X=236,600
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,625
X=236,650
Y=2
,65
X=236,675
Y=2
,65
X=236,650
X=236,675
Y=2
,67
X=236,700
Y=2
,55
X=236,700
Y=2
,57
X=236,700
Y=2
,60
X=236,700
Y=2
,62
X=236,700
Y=2
,65
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
ACTIVITY AREA
5.00m 15.00m
PLASTIC DRUMS
SPACED @ 3.0M
15.00m
15.00m
30.00m
30.00m
STA-D3
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
592.702
592.88
599.58
604.237 605.544
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
606.168
606.231
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,650
Y=2
,65
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUAYAMA
PI
PC
PT
PC
PT
PC
PT
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
0+00
0+20
0+40
0+60 0+64
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
0+00 0+05 0+10 0+15 0+20 0+22
PI
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933 Y=226,569.2581
6.40m
(TRAVELED W
AY)
GUAYAMA
PROPOSED
CONCRETE CURB
TYPE D
PROPOSED
CONCRETE CURB
TYPE FPI
PC
PT
PC
PT
PC
PT
R=70.00
3.05m 3.05m
TAPER
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
PROPOSED TYPE D F-SHAPE
CONCRETE BARRIER ON
TOP OF CAP BEAM SHEET PILE WITH
CAP BEAM0+00
0+20
0+40
0+60 0+64
7.00m
(EDGE OF PAVEMENT)
PROPOSED
CONCRETE CURB
TYPE D
PROPOSED
CONCRETE SWALE
R=150.00
R=70.00
R=6.00
R =1
.50 R=1.50
TAPER
CENTER R=1.50m
STA:1+17.35(PR-179)
OFF:4.68m Rt
CENTER R=1.50m
STA:1+24.19(PR-179)
OFF:4.64m Rt
CENTER R=3.60m
STA:0+17.10(PR-179)
OFF:6.74m Lt
CENTER R=6.00m
STA:0+40.39(PR-179)
OFF:9.50m Lt
0.
m
PROPOSED W-BEAM
GUARDRAIL
PROPOSED SINGLE FACE
W-BEAM GUARDRAIL
PROPOSED MAIL
BOX LOCATION
R =3
.6
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
SHALLOW
CONCRETE GUTTER
PROPOSED
CONCRETE CURB
TYPE D
SINGLE FACE W-BEAM
GUARDRAIL BEGINS
CRASHWORTHY END TERMINAL
TYPE 1
STA:0+02.92(PR-179)
OFF:3.95m Rt
SINGLE FACE W-BEAM
GUARDRAIL ENDS
MEET CONCRETE BARRIER TYPE D-F
WITH NEW TRANSITION MODULE
SPEED LESS THAN 45 MPH,
THRIE-BEAM TRANSITION TYPE II
SEE STD. DRAWINGS MB SERIES
DATED JUNE 22, 2018 FOR DETAILS
STA:0+19.10(PR-179)
OFF:4.28m Rt
SINGLE FACE W-BEAM
GUARDRAIL ENDS WITH
BURIED-IN-SLOPE TERMINAL
STA:1+05.39(PR-179)
OFF:7.43m Lt
SINGLE FACE W-BEAM
GUARDRAIL BEGINS WITH
BURIED-IN-SLOPE TERMINAL
STA:0+26.19(PR-179)
OFF:15.74m Lt
PROPOSED CONCRETE
CURB TYPE D BEGINS
STA:0+23.92(PR-179)
OFF:14.18m Lt
PROPOSED CONCRETE
CURB TYPE D BEGINS
STA:0+11.07(PR-179)
OFF:2.77m Lt
PROPOSED CONCRETE
CURB TYPE D ENDS
STA:0+14.69(PR-179)
OFF:13.15m Lt
PROPOSED CONCRETE
CURB TYPE D ENDS
STA:1+28.12(PR-179)
OFF:3.12m Lt
PROPOSED CONCRETE
CURB AND GUTTER
TYPE F BEGINS
STA:0+11.19(PR-179)
OFF:3.04m Rt
PROPOSED CONCRETE
CURB AND GUTTER
TYPE F ENDS
STA:1+18.36(PR-179)
OFF:3.62m Rt
PROPOSED CONCRETE
CURB AND GUTTER
TYPE F ENDS
MEET EXISTING CURB
STA:1+28.12(PR-179)
OFF:3.12m Rt
PROPOSED CONCRETE
CURB AND GUTTER
TYPE F BEGINS
STA:1+23.17(PR-179)
OFF:3.60m Rt
SHEET PILE WITH CAP BEAM
AND TYPE D F-SHAPE
CONCRETE BARRIER BEGINS
STA:0+19.10(PR-179)
OFF:4.49m Rt
SHEET PILE WITH CAP BEAM
AND TYPE D F-SHAPE
CONCRETE BARRIER ENDS
TYPE 3 CRASH CUSHION TERMINAL
STA:0+86.07(PR-179)
OFF:4.71m Rt
6.
m
8.22m1.8 3m
1.8 3m
0+00 0+05 0+10 0+15 0+20 0+22
PI
PROPOSED CONCRETE
SWALE BEGINS
STA:0+02.96(PROP. CHANNEL)
PROPOSED CONCRETE
SWALE ENDS
STA:0+22.18(PROP. CHANNEL)
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933 Y=226,569.2581
16.00m
2.
m
EXISTING GUARDRAIL
TO BE REMOVED
STA-D1
STA-D2
STA-D3
ELEC
ELEC
ASPHALT EDGE
CURB
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
ASPHALT EDGE
ENTRANCE
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
BARB FENCE
BARB FENCE
ASPHALT EDGE
CURB
592.702
592.88
599.58
604.237 605.544
GATE CONCRETE
WALL
CONCRETE SWALE
GREEN AREA
GREEN AREA
UNKNOWN UTILITY POTABLE WATER PIPE
UNKNOWN UTILITY
UNKNOWN UTILITY
POTABLE WATER PIPE
ELEC
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
WOODEN
HOUSE WALLS
WOODEN ROOF
NOT IN USE
ELEC
ELEC
ELEC
WOODEN
WOODEN
WOODEN
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
CONCRETE
WALL
CONCRETE
WALL
606.168
GREEN AREA
GREEN AREA
GREEN AREA
GREEN AREA
CONCRETE SWALE
606.231
ENTRANCE
CONCRETE
GATE
X=236,625
Y=2
,62
X=236,650
Y=2
,62
Y=2
,62
Y=2
,65
X=236,700
Y=2
,57
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUARDRAIL
1050 210
STA-D3
T.E.=597.882 I.E.=597.12
DIA=30''PIPE
T.E.=593.710 I.E.=592.948
DIA=30''PIPE
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
BARB FENCE
BARB FENCE
592.702
592.88
599.58
604.237 605.544
GATE CONCRETE
WALL
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
CONCRETE
WALL
CONCRETE
WALL
606.168
606.231
GATE
X=236,625
Y=2
,62
X=236,650
Y=2
,62
Y=2
,62
Y=2
,65
X=236,700
Y=2
,57
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUAYAMA
PI
PC
PT
PC
PT
PC
PT
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
0+00
0+20
0+40
0+60 0+64
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
0+00 0+05 0+10 0+15 0+20 0+22
PI
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933
1050 840 210
STA-D3
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
592.702
592.88
599.58
604.237 605.544
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
606.168
606.231
X=236,625
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,650
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUAYAMA
PI
PC
PT
PC
PT
PC
PT
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
0+00
0+20
0+40
0+60 0+64
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
0+00 0+05 0+10 0+15 0+20 0+22
PI
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933 Y=226,569.2581
SILT FENCE ENDS
(SEE STD. DWG. ER 1 OF 20)
L=102.00m
SILT FENCE BEGINS
(SEE STD. DWG. ER 1 OF 20)
L=102.00m
SILT FENCE BEGINS
(SEE STD. DWG. ER 1 OF 20)
L=134.00m
SILT FENCE BEGINS
(SEE STD. DWG. ER 1 OF 20)
L=134.00m
SILT FENCE BEGINS
(SEE STD. DWG. ER 1 OF 20)
L=35.00m
SILT FENCE ENDS
(SEE STD. DWG. ER 1 OF 20)
L=35.00m
SILT FENCE ENDS
(SEE STD. DWG. ER 1 OF 20)
L=7.00m
SILT FENCE BEGINS
(SEE STD. DWG. ER 1 OF 20)
L=7.00m
SEDIMENT TRAP PROTECTION
SEE DETAIL ON THIS SHEET
SEDIMENT LOG
(SEE DETAIL ON
THIS SHEET)
STA-D3
TO CAYEY
TO GUAYAMA
598.49 599.88
601.05
601.05600.10599.40
598.40
598.28
596.51
595.76
595.73
597.03
598.55
600.06 601.42
KMKM
592.702
592.88
599.58
604.237 605.544
X=236,600
Y=2
,47
X=236,625
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,650
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,675
Y=2
,52
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
605.778
607.854
609.718
607.950
608.907
607.722
606.538
604.531
603.591
602.618
601.512
608.405
606.168
606.231
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,700
Y=2
,55
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
349-000-008-19-002
GUAYAMA
PI
PC
PT
PC
PT
PC
PT
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
0+00
0+20
0+40
0+60 0+64
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
0+00 0+05 0+10 0+15 0+20 0+22
PI
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933 Y=226,569.2581
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 PLUMBER
OR UNDER THE DIRECT SUPERVISION OF ONE.
7. ALL INSTALLATIONS SHALL BE PERFORMED ACCORDING TO P.R.A.S.A.
REGULATIONS.
8. ALL 2"Ø DIAMETER CONNECTIONS SHALL BE INSTALLED WITH 180
DEGREES SLEEVES AND SERVICE CLAMPS.
9. ALL CONNECTION PIECES SUCH AS TEES, VALVES, PLUGS, ETC. SHALL
BE MADE OF DUCTILE IRON.
10. CONCRETE THRUST BLOCKS SHALL BE PROVIDED WHENEVER A
CHANGE IN THE PIPE'S DIRECTION OCCURS.
11. A 6" DETECTABLE BLUE TAPE, LIKE THE ONE MANUFACTURED BY
"REEF INDUSTRIES, INC" OR APPROVED SIMILAR, SHALL BE LOCATED ON
TOP AND PARALLEL TO THE PIPE AT A DEPTH OF 0.30 MTS (12") UNDER THE
SURFACE.
12. THE AREA WHERE PROJECT CONNECTION IS LOCATED SHALL BE
EXCAVATED TO VERIFY DEPTH AND PIPE MATERIAL. PRIOR TO PLACING
ASPHALT, THE CORRESPONDING INSPECTION SHALL BE REQUESTED BY
THE CONTRACTOR.
PROPOSED 4"Ø PVC DR-14
WATER PIPE
P.V.C.= POLYVINYL CHLORIDE
COPPER TYPE "K"C.T.K.=
W.M.= WATER METER
T.B.= THRUST BLOCK
SERVICE CLAMPS.C.=
EXISTING 4"Ø WATER PIPE TO REMAIN
PROPOSED 90.00° ELBOW W/ THRUST BLOCK
PROPOSED 45.00° ELBOW
PROPOSED 90.00° ELBOW
PROPOSED 45.00° ELBOW W/ THRUST BLOCK
DIAMETER MATERIAL LENGTH (METERS)
13. THE PIPE SHALL BE INSTALLED AT A DEPTH OF 0.75M FROM THE
SURFACE TO THE TOP OF THE PIPE AND AT A MINIMUM DISTANCE DISTANCE
OF 1.50M FROM THE CURB.
14. THE DISTANCE BETWEEN THE WATER SERVICE CONNECTION AND THE
SANITARY SEWER CONNECTION SHALL BE MORE THAN OR EQUAL TO 5
FEET. THE INSTALLATION OF BOTH SERVICES IN THE SAME TRENCH IS NOT
PERMITTED.
15. AN AIR RELEASE VALVE SHALL BE INSTALLED AT ALL HIGH POINTS OF
WATER PIPELINE. THE LOCATION SHALL BE DETERMINED AT THE FIELD.
16. WORKS SHALL BE PERFORMED IN STRICT COORDINATION WITH
P.R.A.S.A. PERSONNEL TO MINIMIZE THE INTERRUPTION OF SERVICE TO THE
COMMUNITY.
17. CHLORINATION AND PRESSURE TESTS SHALL BE PERFORMED TO
INSTALLED PIPES TO RECEIVE P.R.A.S.A.'S FINAL ACCEPTANCE. FOR FAILING
TESTS, CONTRACTOR SHALL PERFORM ANY NECESSARY
CORRECTION/RE-INSTALLATION TO TESTED SEGMENTS OF PIPE AND
EQUIPMENT, AND REPEAT TEST UNTIL P.R.A.S.A.'S FINAL ACCEPTANCE IS
OBTAINED.
18. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL NOTIFY AND
COORDINATE WITH "DIRECTORIA DE EXCAVACIONES, DEMOLICIONES Y
TUBERIAS" (DEDT) OF DTPW AND PRASA'S REGIONAL OFFICE OF
OPERATIONS FOR THE EXACT SIZE, LOCATION, DEPTH AND ALIGNMENT OF
EXISTING UTILITIES.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY,
INTEGRITY AND STABILITY OF PEOPLE, BUILDINGS, EMBANKMENTS,
EXISTING PIPE LINES, OR ANY OTHER STRUCTURES IN THE VICINITY OF
EXCAVATIONS OR ANY OTHER CONSTRUCTION OPERATIONS WHERE
NECESSARY. SHEET PILING, FENCING, OR ANY OTHER DEVICE, TO INSURE
THE PROTECTION OF SUCH PEOPLE OR STRUCTURES, SHALL BE INSTALLED.
20. OPEN TRENCH: SLOPE TO BE DETERMINED BY CONTRACTOR.
21. TRENCH PROTECTION: TO BE DETERMINED BY CONTRACTOR TO
ENSURE PROTECTION OF ADJACENT STRUCTURES, TRENCH WALLS AND
WORKING CREWS INSIDE AND OUT OF TRENCH.
22. GROUND OR PAVED SURFACES: TO BE REPLACED OR RESTORED IN
ACCORDANCE TO THE SPECIFICATIONS.
4" PVC DR-14 60.00
EXISTING 4"Ø WATER PIPE
TO BE REMOVED
11.25° ELBOW
WITH THRUST BLOCK
11.25° ELBOW
WITH THRUST BLOCK
11.25° ELBOW
WITH THRUST BLOCK
45.00° ELBOW
WITH THRUST BLOCK
WATER PIPE
RELOCATION ENDS.
45.00° ELBOW
WITH THRUST BLOCK
22.50° ELBOW
WITH THRUST BLOCK
WATER PIPE
RELOCATION BEGINS.
45.00° ELBOW
WITH THRUST BLOCK
PROPOSED
4"Ø PVC DR-14
WATER PIPE,
REFER TO
NOTE NO. 18 EXISTING
4"Ø WATER PIPE
TO BE REMOVED
EXISTING
4"Ø WATER PIPE
TO REMAIN,
REFER TO
NOTE NO. 18
EXISTING
4"Ø WATER PIPE
TO REMAIN,
REFER TO
NOTE NO. 18
EXISTING
4"Ø WATER PIPE
TO REMAIN,
REFER TO
NOTE NO. 18
P.R.A.S.A. STAMP
BENDS
TEES
BENDS AND TEES
A A
PLUGS PLUGS
TRENCH DETAIL FOR PIPE
FOR WATER DISTRIBUTION PIPE
DETECTOR MARKING TAPE DETAIL
THRUST BLOCK DETAIL
PIPE
SIZE
TEES 90° BENDS 45° BENDS 22.5° BENDS 11.25° BENDS
A B A B A B A B A B
24 44
TRAFFIC DIRECTION
RAISED PAVEMENT MARKERS (RPM) TWO FACE
SINGLE WHITE EDGE LINESWEL
DOUBLE YELLOW SOLID CENTER LINEDYSCL
DOTTED WHITE LINEDTW
Y
X SIGN IDENTIFICATION
X= CODE NUMBER
Y= LOCATION NUMBER
EXISTING GROUND MOUNTED SIGN TO BE REPLACED
GENERAL NOTES APPLICABLE TO ALL PAVEMENT MARKINGSGENERAL NOTES APPLICABLE TO ALL SMALL TRAFFIC SIGNS
GENERAL NOTES APPLICABLE TO ALL ROUTE MARKERS SIGN ASSEMBLIES
1. NO SPLICES IN SIGN PLATES SHALL BE PERMITTED WHEN SIGN DIMENSIONS ARE 1200 (4') X 1200 (4')
MILLIMETERS OR LESS.
2. NO SPLICES IN THE REFLECTIVE SHEETING WILL BE PERMITTED WHEN THE SIGN HEIGHT IS 1200 MILLIMETERS
(4') OR LESS.
3. NO REFLECTIVE SHEETING SPLICES WILL BE PERMITTED IN DIAMOND SIGNS WITH DIMENSIONS OF 1200
MILLIMETERS (4') OR LESS
4. A SINGLE HORIZONTAL SPLICE WILL BE PERMITTED ON SIGNS WITH HEIGHTS IN EXCESS OF 1200 MILLIMETERS (4'). THE SPLICE'S UPPER PANEL SHALL OVERLAP A MAXIMUM OF 3/8" OF THE LOWER PANEL.
5. SIGN PLATES SHALL CONFORM TO ASTM B-209, ALLOYS 5052 H-32, 5052 H-36, 5052 H-38, 5086 H-34, 5154 H-36 OR 6061 T-6.
6. THE CONTRACTOR MAY STANDARDIZE ALL SIGN PLATES CORNERS TO 1-1/2".
7. SIGN LEGEND AND BORDER SHALL BE APPLIED BY SILK SCREEN PROCESS, BY DIRECT APPLICATION OF
CUT-OUT CHARACTERS, OR BY THE APPLICATION OF ELECTRONIC CUTTABLE FILM, SERIES 1170, AS MANUFACTURED BY 3M OR ELECTRONIC CUTTABLE TRANSPARENT OVERLAY FILM, SERIES 4800, AS MANUFACTURED BY STIMSONITE. REFLECTIVE SIGN LEGEND AND BORDER SHALL MEET THE REFLECTIVITY
STANDARDS OF ASTM D4956, TYPE III.
8. SIGN PLATES THICKNESS SHALL BE AS FOLLOWS:
1. FOUNDATIONS SHALL BE AS INDICATED FOR STEEL FLANGED CHANNEL AND SQUARE STEEL POST FOUNDATION
DETAILS.
2. TOP POST TO BASE POST CONNECTION SHALL BE AS INDICATED FOR STEEL FLANGED CHANNEL AND SQUARE
STEEL POST CONNECTION DETAILS.
3. VERTICAL CLEARANCE TO BOTTOM OF LOWEST SIGN PANEL SHALL BE 7'-0" TO 7'-6" FROM FINISHED GRADE OF
PAVEMENT.
4. ALL VERTICAL POSTS SHALL BE CONTINUOS IN LENGTH.
5. CONTRACTOR SHALL INCREASE OR DECREASE THE LENGTH OF POST TO ACHIEVE THE MOUNTING HEIGHT
ABOVE PAVEMENT EDGE.
6. MAXIMUM DEVIATION FROM VERTICAL DIMENSIONS, FOR ANY COMPONENT, IN ANY DIRECTION SHALL NOT
EXCEED 1/8" IN A FOOT.
7. MAXIMUM DEVIATION FROM HORIZONTAL DIMENSIONS, FOR ANY COMPONENT SHALL NOT EXCEED 1/8" IN A
FOOT.
8. CONTRACTOR SHALL DRILL ADDITIONAL HOLES IN THE SIGN PLATE AS A SUBSIDIARY OBLIGATION.
9. BOLT TOP POST TO FLAT PLATE ("+" OR "T") WITH 5/16"Ø ALUMINUM FLAT HEAD MACHINE SCREWS WITH NUTS
AND LOCK WASHER.
10. WHEN ROUTE MARKER ASSEMBLIES INCLUDE TOLL WAYS ROUTE MARKER, THE CONTRACTOR SHALL INCLUDE
SIGN M1-6E AND REARRANGE MOUNTING DETAILS AS A SUBSIDIARY OBLIGATION.
11. SEE GROUND MOUNTED BREAKAWAY SIGNS STANDARD DRAWINGS FOR 36"X36" AND 48"X48" ROUTE MARKER
ASSEMBLIES.
12. SIGN PLATES SHALL BE ATTACHED TO STIFFENER POSTS BY MEANS OF APPROVED FASTENERS INCLUDED IN
THE STS SERIES OF PRHTA'S STANDARD DRAWINGS.
13. STIFFENERS SHALL BE SQUARE STEEL POSTS, STEEL FLANGED CHANNEL POSTS OF ALTERNATE STIFFENERS
PER SMALL TRAFFIC SIGNS STANDARD DRAWINGS.
1. BEGIN ALL LANE LINE MARKINGS AT STOP LINE, CROSSWALK, OR NOSE OF MEDIAN UNLESS OTHERWISE NOTED
ON PLANS.
2. EDGE LINES REQUIRED WHERE THERE IS A SHOULDER OR A SEPARATION BETWEEN THE LANE AND CURB AND/OR GUTTER SHALL BE 0.15 MTS. WIDE CONTINUOUS REFLECTORIZED WHITE AND YELLOW LINES, AT RIGHT
AND LEFT SIDE OF TRAVELED WAY, RESPECTIVELY.
3. DIMENSIONS SHOWN ARE STANDARD UNLESS OTHERWISE SHOWN ON PLANS.
4. STOP LINE SHALL BE PAINTED AS A COMPLEMENT OF STOP SIGN OR SIGNAL ONLY.
5. STOP LINE SHALL BE SOLID WHITE LINE 0.60 MTS. WIDE, UNLESS OTHERWISE SHOWN ON PLANS.
6. CURB SHALL BE PAINTED YELLOW AT INTERSECTION AS FOLLOW: 6 METERS FROM THE TANGENT CURB IN
CASE OF NON-SIGNALIZED INTERSECTION, AND 10 METERS IN CASE OF SIGNALIZED INTERSECTIONS.
7. ALL PAVEMENTS MARKINGS SHALL BE REFLECTIVE THERMOPLASTIC PAINT COMPLYING WITH SPECIFICATIONS
609 AND 618. ALL LETTERS AND SYMBOLS SHALL BE PRE-FORMED.
8. ALL PAVEMENTS MARKINGS SHALL COMPLY WITH THE MUTCD 2009 EDITION, INCLUDING REVISIONS 1 AND 2.
9. ALL PAVEMENT MARKINGS AT INTERSECTION SHALL BE PROVIDED UP TO 50 METERS AWAY FROM THE STOP
LINE AT EACH APPROACH.
10. EXISTING PAVEMENT MARKINGS WITHIN PROJECT LIMITS SHALL BE REMOVED FOLLOWING SPECIFICATION 638.
11. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO OPENING OF PROJECT TO THE PUBLIC.
12. NEW OR RELOCATED OVERHEAD STRUCTURE LOCATIONS TO BE COORDINATED IN THE FIELD WITH PRHTA
ENGINEER.
13. RAISED PAVEMENT MARKERS (RPM) SHALL COMPLY WITH SPECIFICATION 640.
PAVEMENT MARKING AND SIGNING LEGEND
AS PER PROPOSED SIGN DATA SHEET
N/A 1W1-6R 48" X 24"
N/A 1W1-6L 48" X 24"
3, 6, 9
N/A 3W1-8L 18" X 24"
5, 7, 10
N/A 3W1-8R 18" X 24"
12.00m
N/A 1R1-1 36" X 36"
N/A 136" X 36"
13, 14
N/A 212" X 36"OM3-L
OM3-R
W2-3
N/A 1
N/A 136" X 36"
W2-2
W1-4
36" X 36"
15, 16
N/A 212" X 36"
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
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SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
SEE
D.P.T.W.
MANUAL AND
M.U.T.C.D.
STA-D3
TO CAYEY
TO GUAYAMA
KMKM
X=236,600
Y=2
,47
X=236,575
Y=2
,50
X=236,600
Y=2
,50
X=236,625
Y=2
,50
X=236,550
Y=2
,52
X=236,575
Y=2
,52
X=236,625
Y=2
,52
X=236,650
Y=2
,52
X=236,550
Y=2
,55
X=236,575
Y=2
,55
X=236,625
Y=2
,55
X=236,650
Y=2
,55
X=236,675
Y=2
,55
X=236,575
Y=2
,57
X=236,600
Y=2
,57
X=236,625
Y=2
,57
X=236,650
Y=2
,57
X=236,675
Y=2
,57
X=236,600
Y=2
,60
X=236,625
Y=2
,60
X=236,650
Y=2
,60
X=236,675
Y=2
,60
X=236,625
Y=2
,62
X=236,650
Y=2
,62
X=236,675
Y=2
,62
X=236,650
Y=2
,65
X=236,700
Y=2
,57
X=236,700
Y=2
,60
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
RIGHT OF WAY LIMIT
FINCA #16
SONIA TORRES GONZALEZ
RAFAELA TORRES GONZALEZ
NORA TORRES GONZALEZ
NORMA TORRES GONZALEZ
CARLOS TORRES GONZALEZ
JUAN TORRES CLAUDIO
349-000-009-31-000
FINCA #17
GUILLERMO RIVERA ACEVEDO
MARGARITA HERNANDEZ MARTINEZ
349-000-009-30
COMMONWEALTH OF
PUERTO RICO
349-000-008-19-002
GUAYAMA
PI
PC
PT
PC
PT
PC
PT
0+00
0+20
0+40
0+60
0+80
1+00 1+20
1+28
NEW ASPHALT BEGINS
STA:0+11.07
MEET EXISTING
EDGE OF PAVEMENT
NEW ASPHALT &
LINE-PR-179 ENDS
STA:1+28.12
MEET EXISTING
EDGE OF PAVEMENT
X=236,667.9143 Y=226,602.5382
0+00
0+20
0+40
0+60 0+64
LINE-PR-179 BEGINS
STA:0+00.00
X=236,585.3030 Y=226,508.6705
0+00 0+05 0+10 0+15 0+20 0+22
PI
LINE-PROP. CHANNEL BEGINS
STA:0+00.00
X=236,598.3541 Y=226,554.8375
LINE-PROP. CHANNEL ENDS
STA:0+22.18
X=236,615.1933 Y=226,569.2581
0.15m SWEL
0.15m SWEL
0.15m SWEL
0.15m SWEL
0.15m DYCL
0.15m DYCL
0.60m STOP
BAR
0.15m SWEL
0.15m SWEL
0.15m SWEL
0.15m SWEL
DESIGN CRITERIA
GENERAL NOTES
REINFORCED CONCRETE NOTES
FORMWORK AND SHORING NOTES
FOUNDATIONS AND GEOTECHNICAL REQUIREMENTS
30 44
AutoCAD SHX Text Q = 1.00DC+1.00EV+1.00EH+1.00LS Q = DC+ EV+ EH+1.75LS Q = 1.00DC+1.00EV+1.00EH+1.00EQD+1.00EQE Q = 1.00DC+1.00EV+1.00EH+1.00CT
AutoCAD SHX Text Service IService I
AutoCAD SHX Text Strength IStrength I
AutoCAD SHX Text Extreme IExtreme I
AutoCAD SHX Text Extreme IIExtreme II
AutoCAD SHX Text Where: Q: : : : DC: EH: EV: LS: EQE: EQD: CT:
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LOAD COMBINATIONS AND LIMIT STATES:
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1.25 or 0.90, Whichever Controls Design
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1.35 or 1.00, Whichever Controls Design
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1.50 or 0.90, Whichever Controls Design
AutoCAD SHX Text Dead Load of Structure Components
AutoCAD SHX Text Horizontal Earth Fill Pressure
AutoCAD SHX Text Vertical Earth Pressure from Earth Fill Weight
AutoCAD SHX Text Live Load Surcharge
AutoCAD SHX Text Seismic Earth Pressure
AutoCAD SHX Text Soil and Structural and Nonstructural Components Inertia
AutoCAD SHX Text Vehicular Collision Force
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SPECIFICATIONS:
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1. AASHTO LRFD BRIDGE DESIGN SPECIFICATION, 8TH EDITION, 2017
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2. P.R.H.T.A. STANDARD FOR ROAD & BRIDGE CONSTRUCTION
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LOADS:
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1. LS: LIVE LOAD SURCHARGE (PARALLEL TO TRAFFIC)........................................... 250 PSF
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2. CT: VEHICLE COLLISION ....................................................................................... 54 KIPS
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STRESSES:
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1. SP-934 (CAP BEAM - CLASS V, PERMEABILITY LEVEL 2) ......................... f'c = 5000 psi (28 DAYS)
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DESIGN METHOD:
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1. LRFD
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1. FOR CONSTRUCTION PHASING & MAINTENANCE OF TRAFFIC (MOT), SEE MOT SHEETS. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH SPECIAL PROVISION 934. 3. EXCEPT WHERE OTHERWISE INDICATED, ALL 90 DEGREE CORNERS SHALL BE CHAMFERED 0.02m & CONSTRUCTION JOINTS INTENTIONALLY ROUGHENED (6mm AMPLITUDE, CLEAN AND FREE OF LOOSE MATERIAL). 4. UNLESS OTHERWISE INDICATED , ALL REBAR SHALL BE UNCOATED & PROVIDED WITH 0.05m MINIMUM CONCRETE CLEAR COVER. 5. THE CONSTRUCTION TOLERANCES FOR THE WALL & FOOTING THICKNESS SHALL BE AS FOLLOWS: +0.025m, -0.000m. THE CONSTRUCTION TOLERANCES FOR THE WALL & FOOTING REINFORCEMENT COVER SHALL BE AS FOLLOWS: +0.006m, -0.006m (DD304). 6. PRIOR TO BEGINNING OF ANY CONCRETE PLACEMENT, A PRE-PLACEMENT MEETING CONDUCTED BY THE ENGINEER SHALL BE HELD AT THE JOBSITE. THE CONTRACTOR SHALL INCLUDE REPRESENTATIVES OF ALL SUBCONTRACTORS AND SUPPLIERS INVOLVED IN THE CONCRETE PLACEMENT PROCESS. DURING THE MEETING THE CONTRACTOR SHALL SUBMIT A PRELIMINARY CONCRETE PLACEMENT PLAN TO BE DISCUSSED. IN THIS MEETING THE CONTRACTOR SHALL EXPLAIN ALL THE PHASES OF THE CONCRETE PLACEMENT OPERATIONS TO VERIFY ALL THE PARTS INVOLVED ARE PROPERLY PREPARED TO CONDUCT THE CONCRETE OPERATION. THE PRESENCE OF THE CONTRACTOR, SUPPLIER, THE ENGINEER AND INSPECTOR TO THE MEETING SHALL BE MANDATORY. AFTER THE CONCRETE PRE-PLACEMENT MEETING, THE CONTRACTOR SHALL SUBMIT A WRITTEN FINAL DETAILED PROCEDURE (AT LEAST 3 DAYS BEFORE THE PROPOSED CONCRETING DATE) FOR THE PLACEMENT OF BRIDGE SLAB CONCRETE TO BE VERIFIED BY THE ENGINEER. (DD-304) 7. IN ANY CONSTRUCTION OPERATION ON NEW OR EXISTING ROAD, THE CONTRACTOR SHALL ENSURE THAT ANY CONSTRUCTION LOADING AND STOCKPILED RAW MATERIALS ON A STRUCTURE DOES NOT OVERLOAD ITS MEMBERS. (DD304) 8. REINFORCEMENT SHOP DRAWINGS SHALL BE IN METERS. BAR MARKS SHOULD NOT BE CHANGED. WHERE BARS ARE VARIABLE LENGTH, SUFFIXES CAN BE ADDED TO BAR MARKS. 9. AFTER THE DEMOLITION & REMOVAL OF THE EXISTING ROAD, THE UNDERLYING SUB-BASE COURSE MATERIAL SHALL BE INSPECTED & RE-COMPACTED. MATERIAL FOUND TO BE CONTAMINATED OR OTHERWISE UNSUITABLE BY THE GEOTECHNICAL ENGINEER SHALL BE REMOVED & REPLACED. THE RE-COMPACTION & ANY REQUIRED SUB-BASE COURSE (FOR REPLACEMENT OR ADJUSTING OF GRADE) SHALL BE CONSIDERED SUBSIDIARY TO CONCRETE PAY ITEM (SP-934). COMPACTION NEAR BACKWALLS SHALL BE ACCOMPLISHED USING LIGHTWEIGHT EQUIPMENT ON REDUCED LIFTS.
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3. REINFORCING STEEL (ASTM A615) ................................................................. fy = 60,000 psi
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CONCRETE COVER:
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1. CAP BEAM REINFORCEMENT ................................................................................... 0.08
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2. CONCRETE BARRIERS .............................................................................................. 0.065
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STANDARD HOOK DETAILS
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DETAILING
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DIMENSION
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AutoCAD SHX Text 90%%d HOOKS
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BAR
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SIDE
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RECOMMENDED END HOOKS , ALL GRADES
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DIMENSION
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DETAILING
AutoCAD SHX Text 4db or 2 min.
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AutoCAD SHX Text 4,000
AutoCAD SHX Text 7.1
AutoCAD SHX Text 9.5
AutoCAD SHX Text 11.9
AutoCAD SHX Text 14.2
AutoCAD SHX Text 8.2
AutoCAD SHX Text 11.0
AutoCAD SHX Text 5,000
AutoCAD SHX Text 6.4
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AutoCAD SHX Text 32.1
AutoCAD SHX Text 42.8
AutoCAD SHX Text 16.6
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UNIT
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UNIT
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METRIC
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BAR SIZE
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ENGLISH
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