RDLP_Dorado_PLANS.pdf
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RDLP Dorado PLANS 17B0009
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T.E.=
I.E.= T.E.=
I.E.=
T.E.=
I.E.=
T.E.=
I.E.=
T.E.=
I.E.=
17BOAT
RAMP
DORADO
CONSTANCIA
FINCA
R
IO
D E
L A
P
A T
A
F L
O W
FLOW
A T
A
F L
O W
P
L A
T A
F L
O W
F L
O W
A T
A
COMUNIDAD VILLA PLATA
PR-693
P R
DORADO TOWN
DORADO TOWN
P R
PR 165R
P R
P R
COMMERCIAL FISH
FARM
CHANNEL
WASTE WATER
TREATMENT
PLANT
CHANNEL
PR-6693
FINCA
ROSARIO
FINCA
LA JULIA
COLONIA
CONSTANCIA
COMPANIA
FOMENTO
INDUSTRIAL
FINCA
SANTA RITA
FINCA
LA JULIA
FINCA
LA JULIA
ATLANTIC OCEAN
NEW ALIGNMENT TO
BE INCORPORATED
XC-CENTER, XC-ROW, ...
UP
UP
PP-1
UP-2
PVC-3
PVC-4
PIPE-5
PVC-6
PP-7
PP-8
LP-13
TLMH-14
LP-15
TLMH-16
CONC. PIPE-18B
TLMH-19
LP-20
LP-25
PP-26
LP-27
PP-28
PP-29
PP-32
LP-27A
LP-4A
SMH-99
CAST IRON PIPE-121
UP-125
UP-126
UP-132
CB-135
CB-136
UP-133
CAST IRON PIPE-134
P&
LOW WIRE ELEV. 29.7
T
P&T
W-8"-ATTACHED
P&T
W-10"
P& T
W-8"
F M d ia
F M d ia
FM 10" dia.
A S
P .R .A .S .A
P L
A N
S
INV ELEV. = 1.53
TOP ELEV. = 3.78
CONC. PIPE 48"
INV:6.83
END SECTION
FLARED
14" RCP
15" RCP
INV:7.14
TREATMENT FACILITY
WASTE WATER
INLET (TYP)
DROP
BRIDGE
INV=8.23
TOP=9.97
SMH
INV=7.35
TOP=9.88
SMH
INV=5.29
TOP=9.98
SMH
INV=5.09
TOP=9.84
SMH
INV=6.30
TOP=9.25
SMH
INV=4.91
TOP=9.44
SMH
INV=4.76
TOP=9.51
SMH
INV=4.69
TOP=9.43
SMH
INV=5.91
TOP=9.26
SMH
8"PVC
24" RCP
INV=13.15
TOP=17.32
CATCH BASIN
INV=10.51
TOP=17.30
CATCH BASIN
24" RCP
INV:7.39
TOP=10.01
CATCH BASIN
24" RCP
SIDE OF BRIDGE
MOUNTED TO
10" CIP (WATER)
P
V C
P
V C
INV=13.07
INV:4.18
10" CIP
TANK INV=0.13
CIP INV:6.16
PP
BRIDGE
COLUMN (TYP)
BRIDGE
SHEETPILE
SHEETPILE
Y=883059.968
X=716711.312
Y=883009.291
X=716714.873
MOUNTED TO SIDE OF BRIDGE
10" CIP (WATER) -
Y=882777.118
X=717443.454
Y=882727.019
X=717444.980
INV:24.420
(10" CIP)
LP
LPPP
LP
LP UP
LPH
LPH
WM
LPH
LPH
LPH
UPH
LPH
UP
UP
WM
WM
WM
UP
UP
CB
C B
CB
C B
CB
CB
CB
LW=
19.38
LW=
16.05
LW=
16.22
LW= 19.46
LW= 28.68
L W
.9
L W
.8
L W
.2
L W
.7
L W
.5
.5
L W
.5
INV: 6.03
TOP: 7.65
CATCH BASIN
NOT FOUND
OPPOSITE END
INV: 6.75
TOP: 7.73
CATCH BASIN
NOT FOUND
OPPOSITE END
INV: 10.23
TOP: 11.33
CATCH BASIN
INV: 6.19
TOP: 7.97
CATCH BASIN
INV: 5.15
TOP: 7.32
CATCH BASIN
INV OUT: 0.11
INV IN: 0.23
TOP: 3.09
SANITARY MANHOLE
NOT FOUND
OPPOSITE ENDINV OUT: 4.12
INV IN: 4.15
TOP: 7.72
SANITARY MANHOLE
NOT FOUND
OPPOSITE END
INV OUT: -6.35
INV IN: -6.35
TOP: 4.96
SANITARY MANHOLE
NOT FOUND
OPPOSITE END
8" RCP
C
P
8" RCP
8" RCP
INV: 6.49
TOP: 7.64
CATCH BASIN
P
P
8" RCP
P
8" RCP
INV OUT: NOT DETERMINED
INV OUT: 2.05
INV IN: 1.84
INV IN: 2.08
TOP: 8.20
SANITARY MANHOLE
SEALED
INV: NOT DETERMINED
TOP: 10.98
SANITARY MANHOLE
CLOGGED
INV: NOT DETERMINED
TOP: 9.35
SANITARY MANHOLE
WV(2)WV(2)
WV(1)WV(1)
WV(2)
WM(1)
W V
WM(1)
LPH
LPH
LP
LP
LP
LP
LP
LP
LP
LP
LPH
LP
LP
LP
LPH
LP
LPH
UP
42.38
LW=TELP
LP
TELPH
30.83
LW=
32.62
LW=
LPH
PPH
.8
L W
TELP
UPH
39.51
LW=
WV
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
LP
LP
LP
LP
UP
UP
TYPICAL
DROP HOLES
TOP:9.28
CATCH BASIN
TOP: 10.53
CATCH BASIN
TOP: 10.36
CATCH BASIN
L W
FOUND
END NOT
OPPOSITE
INV: 7.74
TOP: 10.78
CB
INV=-0.76
PIPE-9
CONCRETE
10.06
LW=
INV= 6.78
TOP=10.68
SMH
INV= 5.97
TOP=11.32
SMH
INV= 6.17
TOP=12.47
SMH
INV= 9.28
TOP=10.34
CB
INV: 6.46
TOP:11.76
DOUBLE CB
EBOXES
UP
UP
EBOX
UP-
UP
UP-123
PIPE-122
CAST IRON
INV= 7.10
TOP=10.71
SMH
INV=3.45
TANK
EBOX
EBOX
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CO
UP
24" RCP
TOP:10.03
CATCH BASIN
INV=6.30
TOP=10.07
CATCH BASIN
CO
TOP:9.67
CB
TOP:9.77
CATCH BASIN
EBOX
EBOX
EBOX
EBOX
EMH-30INV:7.34
24" RCP
INV:7.12
24" RCP
M
HEADWALL
UP
UP
UP
T
T
T
P
V C
P
V C
P
V C
123A
UP-
SS-8"
P
IP
E
S S
F M
S S
SS-8"
SS-8"
W
W
TTTT
T
T
T
T
T
T
T
T
T
T
T
T
T
P
T
T
T
T
T
T
T
T
T
T
T
P
T
T
T
T
M
P
P
2-25 KVA, POLE MOUNTED
TRANSFORMER, 3 FUSED CUTOUTS
POLE MOUNTED, 3-PHASE
SERVICE ENTRANCE W/METER
T.E.=
I.E.=
MH
1.59
1.46
MH
MH
4.77
3.06
2.15
3.00
2.09
M.C.
T.E.=3.61
I.E.=2.36
I.E.=3.10
T.E.=5.83
C TAPA MHT.E.=6.69
I.E.=3.29
4.80
C TAPA MH
3.61
C MH SANT
3.37
C MH SANT
MH
2.46
MH
MH
MH
MH
MH
STAGING AREA NO.3
CONTRACTOR
GOVERNMENT
STAGING
AREA
CONTRACTOR STAGING
AREA No.2
TEMPORARY DEPOT
LIMITS OF EXCAVATED
AREA NO. 4
LIMITS OF EXCAVATED
TEMPORARY DEPOT
AREA NO. 3
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
W912EP-17-B-0009
XXXXXX-XX-X-XXXX
JACKSONVILLE DISTRICT
SCOUR PROTECTION (CWSP) CONTRACT
RIO DE LA PLATA - FLOOD CONTROL PROJECT
DORADO BRIDGE, CHANNEL WIDENING AND
DORADO, PUERTO RICO
JULY 2017
S O
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US Army Corps
U .S
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P S O
F E
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DORADO
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CARIBBEAN SEA
SAN JUAN
FAJARDO
GUAYAMA
PONCE
MAYAGUEZ
AGUADILLA
ARECIBO
PUERTO RICO
RIO GRANDE
HUMACAO
PROJECT
LOCATION
DORADO
ATLANTIC OCEAN
LOCATION MAP VICINITY MAP
G-00
N E
R A
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C O
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M .R .D
C .W .H
C .D .R
LIMITS
PROJECT
G-01
M
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C .W .H
C .D .R
G E
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F D
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GENERAL
SHEET TITLESHEET ID SHEET TITLESHEET ID
CIVIL
ABBREVIATIONS AND SYMBOLS
SITE FEATURES AND ACCESS MAP
KEY PLAN
GEOTECHNICAL
BORING LOCATION PLAN
CHANNEL WIDENING - PLAN AND PROFILE STA. 17+00.00 TO STA. 22+50.00
CHANNEL WIDENING - PLAN AND PROFILE STA. 22+50.00 TO STA. 27+50.00
CHANNEL WIDENING - CROSS SECTIONS STA. 18+00.00 TO STA. 19+00.00
CHANNEL WIDENING - CROSS SECTIONS STA. 19+25.00 TO STA. 20+25.00
CHANNEL WIDENING - CROSS SECTIONS STA. 20+50.00 TO STA. 21+50.00
CHANNEL WIDENING - CROSS SECTIONS STA. 21+75.00 TO STA. 22+75.00
CHANNEL WIDENING - CROSS SECTIONS STA. 23+00.00 TO STA. 24+00.00
CHANNEL WIDENING - CROSS SECTIONS STA. 24+25.00 TO STA. 25+25.00
CHANNEL WIDENING - CROSS SECTIONS STA. 25+50.00 TO STA. 26+50.00
CHANNEL WIDENING - CROSS SECTIONS STA. 26+75.00 TO STA. 27+50.00
SEQUENCE OF CONSTRUCTION - PHASE I
SEQUENCE OF CONSTRUCTION - PHASE II
SEQUENCE OF CONSTRUCTION - PHASE III
SURVEY & MAPPING
EXISTING CONDITIONS PLAN
WEST LEVEE - PLAN AND PROFILE STA. 18+10.00 TO STA. 21+00.00
WEST LEVEE - PLAN AND PROFILE STA. 21+00.00 TO STA. 23+50.00
WEST LEVEE - PLAN AND PROFILE STA. 23+50.00 TO STA. 26+00.00
WEST LEVEE - PLAN AND PROFILE STA. 26+00.00 TO END OF PROJECT
CHANNEL AND LEVEE - GRADING PLAN STA. 17+00.00 TO STA. 22+50.00
CHANNEL AND LEVEE - GRADING PLAN STA. 22+50.00 TO STA. 28+00.00
INDEX OF DRAWINGS S-01 DISCIPLINE NOTES
S-02
S-03
SHEET TITLESHEET ID
STRUCTURAL
RIP RAP PLAN STA. 19+50.00 TO STA. 25+10.00
ELECTRICAL
E-01
E-02
E-03
E-04
E-05
E-06
RESOURCE SHEET
RESOURCE SHEET
RESOURCE SHEET
RESOURCE SHEET
RESOURCE SHEET
PR-165R DORADO BRIDGE - SHEET PILE DEMOLITION
SHEET PILE AT DORADO BRIDGE - PIER 2 - PLAN AND ELEVATION
G-01
G-02
G-03
G-04
V-01
B-01
C-01
C-02
C-03
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-21
C-23
C-24
GENERAL NOTES
G-05
G-06
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-34
C-35
C-36
C-37
RIP RAP SECTIONS AND DETAILS
TYPICAL SECTIONS
BOAT RAMP SECTION AND DETAILS
BOAT RAMP PLAN
BOAT RAMP PLAN AND SECTION
WEST LEVEE - CROSS SECTIONS STA. 18+50.00 TO STA. 20+25.00
WEST LEVEE - CROSS SECTIONS STA. 20+50.00 TO STA. 22+25.00
WEST LEVEE - CROSS SECTIONS STA. 22+50.00 TO STA. 24+25.00
WEST LEVEE - CROSS SECTIONS STA. 24+50.00 TO STA. 26+25.00
WEST LEVEE - CROSS SECTIONS STA. 26+50.00 TO STA. 27+25.00
G-07
SITE FEATURES AND ACCESS MAP
C-04
C-05
C-06
C-18
C-19
C-20
C-22
C-38
R-01
RESOURCE
GENERAL NOTES AND QUANTITY SUMMARY
R-02
R-03
R-04
R-05
R-06
R-07
R-08
R-09
R-10
R-11
R-12
PLAN AND PROFILE
PLAN AND PROFILE
ABUTMENT NO. 1
ABUTMENT NO. 1 - DETAILS
ABUTMENT NO. 2
ABUTMENT NO. 2 - DETAILS
WINGWALL DETAILS
PIER P-2
SHEET PILING DETAILS
PIERS 1 AND 3
PIERS 4, 5, 6, 7 AND 8
CONSTRUCTION PHASING PLAN
ACCESS GATE SECTION AND DETAILS
TEMPORARY CONSTRUCTION SIGNING AT CONSTRUCTION SITE
MAINTENANCE OF TRAFFIC SIGNING
B-02 MUCK PROBE LOCATION PLAN
TEMPORARY CANAL CROSSING PLAN AND SECTIONS
SEQUENCE OF CONSTRUCTION CHANNEL CROSS SECTIONS - PHASE I
C-08A WEST LEVEE OVERBUILD - PLAN AND PROFILE STA. 21+00.00 TO STA. 23+50.00
C-09A WEST LEVEE OVERBUILD - PLAN AND PROFILE STA. 23+50.00 TO STA. 26+00.00
C-10A
END OF PROJECT
WEST LEVEE OVERBUILD - PLAN AND PROFILE STA. 26+00.00 TO
ACBM PLACEMENT SECTION AND PIER RIP RAP SECTION AND PLAN
C-11A
STA. 22+50.00
CHANNEL AND LEVEE OVERBUILD- GRADING PLAN STA. 17+00.00 TO
C-12A
STA. 28+00.00
CHANNEL AND LEVEE OVERBUILD- GRADING PLAN STA. 22+50.00 TO
TYPICAL SECTIONSC-20A
C-39 FINAL CHANNEL - LEVEE CROSS SECTIONS
FINAL CHANNEL - LEVEE CROSS SECTIONSC-40
GENERAL NOTES AND CONSTRUCTION PLAN
SIGNAGE AND ACCESS ROUTES
SIGNAGE AND ACCESS ROUTES
R-13 PIERS 7
G-08 ALIGNMENT DATA
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N S A
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Y M
B O
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M .R .D
C .W .H
C .D .R
FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DRAWING WHERE SHOWN
SMALL CONDITIONS DETAIL INDICATOR
SCALE REFERENCE
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
EXTERIOR ELEVATION
MARK No. CALLOUT MARK TITLE
4 REQ'D
PART
PART
SEQUENCE NUMBER
DRAWING WHERE SHOWN
MARK PREFIX
QUANTITY REQUIRED
DRAWING WHERE SHOWN
DETAIL BOUNDRY
A-302
DRAWING WHERE SHOWN
S-706
OBJECT REFERENCED
S-506
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
A-201 A-201 A-202 A-202
C
T - TELECOMMUNICATIONS
E - ELECTRICAL
M - MECHANICAL
F - FIRE PROTECTION
Q - EQUIPMENT
A - ARCHITECTURAL
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
V - SURVEY/MAPPING
G - GENERAL
DRAWING SET TABLE OF CONTENTS
TERMS AND ABBREVIATIONS LINE SYMBOL KEY
WASTE LINE, SANITARY
POTABLE COLD WATER
DEMOLITION/REMOVAL
COMPRESSED AIR
COMUNICATION, OVERHEAD
COMMUNICATION, UNDERGROUND
CULVERT
DITCH
ELECTRICAL PRIMARY, OVERHEAD
ELECTRICAL PRIMARY, UNDERGROUND
ELECTRICAL SECONDARY, OVERHEAD
ELECTRICAL SECONDARY, UNDERGROUND
FENCE
FIBER OPTIC, UNDERGROUND
POTABLE HOT WATER
OBJECT CENTERLINE
FUEL OIL RETURN
FUEL OIL SUPPLY
GUARDRAIL
WATER MAIN
RIGHT-OF-WAY
PROPERTY LINE
INDENTITY SYMBOL KEY
(CONCST)
CONCRETE
CAST-IN-PLACE
(CONCLW)
PRECAST CONCRETE
(EARTH)
COMPACTED FILL
(GRVCRE)
/FDM
DRAINAGE BLANKET
(RIPRAP)
RIPRAP
(ROCK)
ROCK
(BRBLCO)
ACBM
(TERRZO)
FILTER SAND
(GRAVEL)
GRAVEL
(POROUS)
COBBLES
MATERIAL SYMBOL KEY
REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
FEET-INCHES
EQUAL TO
NUMBER
PERCENT
ELEVATION DATUM INDICATOR
KEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
DEGREE(S)
INCHES
X'-X"
EL 45.0
14 14OR
A
X^
X"
Mk. M-614-6
BUSHING MARK M-614-6
C4C4
D7
G3 F5
D7
WALL SECTION
IDENTIFICATION
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
B7 A4
C3 D8
A3
F6
D6
DRAWING AREA TITLE
(GRVSCL)
BEDDING MATERIAL
A1
IDENTIFICATION
SCALE REFERENCE
GRAPHIC SCALES
REDUCED TO FIT
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
OUT IN DETAIL
LOCATION CALLED
AND MARK No.
NOMENCLATURE
LIMITS OF CONSTRUCTION
CONSTRUCTION EASEMENT
(INSSCM)
TRM
(EARTH, 45^)
EXISTING SOIL
LEVEE CROSS SECTION STA 2+30 TO STA 5+43
WORKING POINTWP
WITHOUTW/O
WITHW/
U.S. ARMY CORPS OF ENGINEERSUSACE
TYPICALTYP
SYSTEMSYS
SYMMETRICALSYMM
SYMBOLSYM
SQUARE FEETSQ FT
SQUARESQ
SPECIFICATIONSPEC
SPOT ELEVATIONSP EL
REQUEST FOR INFORMATIONRFI
REVISIONREV
REQUIREDREQD
REFERENCEREF
RADIUSR
QUANTITYQTY
PROPERTYPROP
PROJECTPROJ
PAIRPR
PART NUMBERPN
OPPOSITEOPP
OUTSIDE DIAMETEROD
CENTEROCON
OVERALLOA
NOT TO SCALEN.T.S.
NORMALNORM
NOMINALNOM
NUMBERNO.
NOT IN CONTRACTNIC
NATIONAL INSTITUTE OF BUILDING SCIENCESNIBS
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRIC CODENEC
MEAN SEA LEVELMSL
MILLIMETERmm
MINIMUMMIN
MAXIMUMMAX
MATERIALMATL
METERM
LARGELRG
LINEAR FOOTLF
SCALE: HORIZONTAL 1 : 500 VERTICAL 1 : 100 20m0 10 0 2 4m
0 2 4mSCALE: 1 : 100
POUNDSLBS
POUND FORCELBF
KILOGRAMkg
ANGLEL
INSIDE RADIUSIR
IRON PIPE SIZEIPS
IRON PIPEIP
INVERT ELEVATIONINV EL
INVERTINV
INCH POUNDIN-LB
INCHIN
INSIDE DIAMETERID
HEIGHTHT
HORIZONTALHORIZ
HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA
HANDICAPPEDHCP
FEDERAL GOVERNMENTGOVT
FEET/FOOTFT
FEDERAL SPECIFICATIONFS
FIGUREFIG
FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT
ESTIMATEEST
EQUIPMENTEQUIP
EQUALEQ
ELEVATIONEL
EACHEA
DRAWINGDWG
DIAGONALDIAG
DIAMETERDIA
DETAILDET
DEMOLITIONDEMO
DEGREEDEG
CUBIC YARDCU YD
CUBIC FEETCU FT
CONTROLCTRL
CENTERCTR
CONSTRUCTION SPECIFICATIONS INSTITUTECSI
CONCRETE REINFORCING STEEL INSTITUTECRSI
CHANGE ORDER REQUESTCOR
CONCRETECONC
CORRUGATED METAL PIPECMP
CUBIC METERSCM
CENTIMETERcm
CLEARCLR
CENTERLINECL
CUERDACDA
BETWEENBTWN
BOTTOMBOT
BELOWBLW
BULKHEADBLKHD
BUILDINGBLDG
AMERICAN WATER WORKS ASSOCIATIONAWWA
AMERICAN WIRE GAUGEAWG
AVERAGEAVG
ASYMMETRICALASYM
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
ASSEMBLYASSY
AMERICAN SOCIETY OF MECHANICAL ENGINEERSASME
AMERICAN SOCIETY OF CIVIL ENGINEERSASCE
AS REQUIREDAR
APPENDIXAPPX
APPROXIMATEAPPROX
APPROVEDAPPD
AMERICAN NATIONAL STANDARDS INSTITUTEANSI
ALTERNATEALT
ALIGNMENTALNMT
ALLOWANCEALLOW
AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC
ASPHALT INSTITUTEAI
ADDENDUMADDM
ADDITIONALADDL
ACROSSACR
AMERICAN CONCRETE INSTITUTEACI
ARTICULATING CONCRETE BLOCK MATACBM
ABNORMALABNL
ABANDONABAN
ARCHITECT/ENGINEERA/E
L
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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P -1
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X X
X X
X X -X
X -X -X
X
E N
A M
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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\01 General\G-02
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A T
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G-03
G E
N E
R
GENERAL NOTESUNITS CONVERSION FACTORS
1 FOOT = 0.3048 METER
1 CDA = 0.9713 ACRE
1 CDA = 3930.3956 SM
FORMER BRIDGES AND OTHER STRUCTURES.
CHANNEL EXCAVATION FROM REMNANT FOUNDATION OF
14. CONTRACTOR MAY ENCOUNTER INTERFERENCE DURING
TELEPHONE LINES.
13. REFER TO SECTION 26 05 00 RELOCATION OF POWER AND
PRTC SHALL BE CONTRACTOR'S EXPENSE.
COORDINATE WITH PRTC ALL WORK. ALL WORK DONE BY
TELECOMMUNICATIONS PLANS. THE CONTRACTOR MUST
MUST BE COORDINATED AND PERFORMED BY PRTC AS PER
AND DEMOLITION OF PRTC'S EXISTING INFRASTRUCTURE
12. ALL THE TELECOMMUNICATIONS WORK ON ACTIVE LINES
EXPENSE
WORK DONE BY PREPA SHALL BE AT CONTRACTOR'S
WITH PREPA ADDITIONAL OFF SITE ELECTRICAL WORKS. ALL
ELECTRICAL PLANS. THE CONTRACTOR MUST COORDINATE
BE COORDINATED AND PERFORMED BY PREPA AS PER
DEMOLITION OF PREPA'S EXISTING INFRASTRUCTURE MUST
11. ALL THE ELECTRICAL WORKS ON ENERGIZED LINES AND
LANDFILL.
BY THE CONTRACTOR AT HIS OWN COST IN AN APPROVED
PRODUCED DURING CONSTRUCTION SHALL BE DISPOSED
RUBBER, ETC.) FOUND WITHIN THE PROJECT LIMITS AND/OR
10. ALL SOLID WASTES (METALS, PLASTIC, CONCRETE,
ADJACENT OCCUPIED AND USED FACILITIES.
INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER
OPERATIONS AND DEBRIS REMOVAL TO ENSURE MINIMUM
9. THE CONTRACTOR SHALL CONDUCT DEMOLITION
ITS ORIGINAL CONDITIONS AT HIS OWN EXPENSE.
OCCURS HE MUST REPLACE AND/OR REPAIR THE SAME TO
DEMOLITION AND CONSTRUCTION WORK. IF DAMAGE
UTILITIES TO REMAIN AND AVOID ANY DAMAGE DURING THE
8. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING
TOGETHER AS INDICATED ON PLANS.
SPANISH VERSIONS. BOTH VERSIONS SHALL BE INSTALLED
SECURITY AND TRAFFIC SIGNS IN BOTH ENGLISH AND
7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
DURING BOTH, DAY AND NIGHT.
AND WITH ADEQUATE VISUAL WARNINGS OF THE HAZARD
AREAS, SUCH BARRICADES SHALL BE SECURELY PLACED
BARRICADES TO LIMIT PUBLIC ACCESS TO CONSTRUCTION
CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY
6. WHENEVER PROJECT ACCESS ROADS ARE NOT IN USE, THE
CONSTRUCTION AREAS.
PREVENT PEDESTRIAN AND VEHICULAR TRAFFIC TO
SUCH AS CHAIN LINK FENCES, GATES AND BARRICADES, TO
SHALL INSTALL AND MAINTAIN ACCESS CONTROL FEATURES,
5. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR
USE OF LOCAL ROADS AS HAULING ROUTES.
OFFICE THE LOCATION OF PROJECT'S ENTRANCES AND THE
MUNICIPAL DEPT. OF TRANSPORTATION AND PUBLIC WORKS
4 . CONTRACTOR SHALL COORDINATE WITH STATE AND
385-1-1 SAFETY AND HEALTH REQUIREMENTS.
3. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH EM
WITHIN 24 HOURS AFTER MEASUREMENT.
FILL PLACEMENT. ALL LOCATION DATA TO BE SUBMITTED
BE MEASURED AND DETERMINED PRIOR TO SUBSEQUENT
CONSTRUCTION. THE LOCATION OF ALL FIELD TESTS MUST
READING DATA NEEDED BY ENGINEER DURING
2. CONTRACTOR MUST SUPPLY ALL LOCATION ELEVATION AND
OTHERWISE NOTED.
1. ALL DISTANCES ARE EXPRESSED IN METRIC UNITS, UNLESS
L
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A T
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D B
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IS
S
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US Army Corps
U .S
A R
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X X
X X -X
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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\01 General\G-03
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A T
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J A
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A N M
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R O J E
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D O
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ID
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G A
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C O
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R A
C T
D O
R A
D O P
U E
R T
O R
IC
O
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MH
MH
MH
MH
T.E.=
I.E.=
T
17BOAT
RAMP
DORADO
A T
A
F L
O W
FLOW
A T
A
F L
O W
P
L A
T A
F L
O W
P R
COMMERCIAL FISH
FARM
CHANNEL
FINCA
LA JULIA
FINCA
LA JULIA
ATLANTIC OCEAN
6.69
C TAPA MH
PROPERTIES
PRIVATE
SITE 2
BORROW/DISPOSAL
CONSTRUCTION
LIMITS OF
MATCH LINE - SEE SHEET G-05
SITE 3
DISPOSAL
CONSTRUCTION
LIMITS OF
R
IV
E R
R
IO
D
E L
A P
L A
T A
R
IV
E R
R
IO
D
E L
A P
L A T A
2 3
74 75
WEST LEVEE
LIMITS OF
CONSTRUCTION
LIMITS OF
P R
H
W Y
CALLE MENDEZ VIGO
TOWN
DORADO
SITE 1
BORROW/DISPOSAL
CHANNEL
LIMITS OF
NO. 2
STAGING AREA
CONTRACTOR
STAGING AREA
GOVERNMENT
DEPOT AREAS
TEMPORARY
CONTRACTOR/
RAMP
BOAT WIDENING
CHANNEL
CONTRUCTED IN CNT 1A
RIO DE LA PLATA RIVER
DEPOT
TEMPORARY
STAGING /
CONTRACTOR
POINT X Y
LIMITS OF CONSTRUCTION
POINT X Y
218568.83
218622.26
218694.23
218692.11
218634.96
218647.66
218655.07
218663.46
218695.94
218704.46
218743.64
218786.26
218816.48
218822.90
218829.57
218832.36
218837.67
218837.08
218855.69
218869.79
218883.88
218948.44
219041.00
219266.94
219287.65
219093.79
219105.26
219298.19
219408.09
219407.93
219224.74
219197.63
219132.19
219111.20
219089.65
219021.23
218928.83
218841.34
218688.94
218476.21
268466.68
268635.80
268629.45
268671.78
268676.02
268719.41
268835.83
268911.32
268999.79
269021.83
269012.25
269001.84
268991.85
268984.75
268974.69
268972.32
268958.50
268954.11
268951.58
269039.57
269127.56
269507.50
270061.77
270011.60
270158.55
270351.51
270422.93
270226.95
270431.16
270468.54
270551.08
270506.92
270520.80
270444.51
270448.88
270065.07
269511.83
269531.15
269553.38
269559.73
49a
218479.37
218401.23
218314.89
218357.79
218385.26
218179.69
218210.53
218373.10
218282.30
218299.53
218287.85
218414.57
218426.35
218434.83
218438.82
218429.13
218434.82
218420.12
218416.94
218404.24
218462.82
218466.86
218449.02
218437.05
218396.84
218375.67
218347.09
218319.25
218296.28
218267.96
218352.59
218388.00
218420.33
218430.80
218415.18
218394.91
218383.91
218367.96
218377.81
218369.27
269512.10
269506.25
269645.11
269671.79
270007.95
270007.95
269765.60
269504.14
269497.33
269414.31
269355.54
269278.54
269269.32
269258.91
269252.63
269223.60
269221.70
269177.67
269155.44
269112.05
269089.26
269000.79
268947.66
268934.25
268901.44
268885.57
268882.39
268887.96
268812.66
268721.97
268700.74
268691.60
268683.24
268678.94
268663.43
268635.92
268572.83
268546.43
268545.42
268529.74
G-04
0 100m50
GENERAL SHEET NOTES
C .D .R
M .R .D
C .W .H
N E
R A
L
S
IT
E F
E A
T U
R E
S A
N D A
C C
E S
S M
LEGEND
CHANNEL WIDENING
RECREATION BERM
WEST LEVEE
SITE ACCESS
TABLES
N
SCALE: 1 : 3000
SITE FEATURES AND ACCESS MAP
METERS.
3. DISPOSAL SITE 3 CAPACITY IS APPROX. 277,000 CUBIC
FULL.
2. BORROW/DISPOSAL SITES 1 AND 2 ARE CURRENTLY
PLATA AT ALL TIMES.
ORDER TO PROVIDE FLOW THROUGH THE RIO DE LA
1. SITE FEATURES SHALL BE CONSTRUCTED IN PHASES IN
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W E
P -1
-B -0
X X
X X
X X -X
X -X -X
X
E N
A M
E
IS
O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\01 General\G-04
A W
IN
G D
A T
E
J A
C K
S O
N V
IL
L E D
IS
T R
IC
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S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
/2
/2
C
D
E
F
D
E L
A P
L A
T A F
L O
O D C
O N
T R
O L P
R O J E
C T
D O
R A
D O B
R
ID
G E
C H
A N
N E
L W
ID
E
N
IN
G A
N D S
C O
U R P
R O
T E
C T
IO
N
(C W
S P
C O
N T
R A
C T
D O
R A
D O P
U E
R T
O R
IC
O
J U
L Y
3.06
2.15
T.E.=
I.E.=
3.00
2.09
T
T
T
T
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
(BAMBOO)
VEGETATION
DENSE
(BAMBOO)
VEGETATION
DENSE
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
(BAMBOO)
VEGETATION
DENSE
(BAMBOO)
VEGETATION
DENSE
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
(BAMBOO)
VEGETATION
DENSE
(BAMBOO)
VEGETATION
DENSE
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
(BAMBOO)
VEGETATION
DENSE
(BAMBOO)
VEGETATION
DENSE
CONSTANCIA
FINCA
F L
O W
A T
A
P R
P R
PR 165R
P R
WASTE WATER
TREATMENT
PLANT
FINCA
LA JULIA
COLONIA
CONSTANCIA
COMPANIA
FOMENTO
INDUSTRIAL
FINCA
SANTA RITA
S S
F M
S S
W
W
W
W
M.C.
IE:2.182
TE:2.860
HEAD WALL
P
IP
E
T
CO
CO
C O
N C
D R
A
IN
A G
E
T
M
T
T
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
C O
N C
D R
A
IN
A G
E
C O
N C
D R
A I N
A G
E
G A T E
G A T E
G A T E
G A T E
LOW WIRE:5.550
C O
N C
D R
A
IN
A G
E
T
PROPERTIES
PRIVATE
T
T
T T
T
T
T T
T
T
-5
-5
-5
-5
-5
-5
-5
-5
-5
0 0
0 0 0
0 0
0 0
5 5
5 5
5 5
5 5
5 5
5 5
5 5
5 5
MATCH LINE - SEE SHEET G-04
CONSTRUCTION
LIMITS OF
25262728
56 57
49a
DORADO BRIDGE
P R
H
W Y
P R
H
W Y
CALLE MENDEZ VIGO
P R
R
IV
E R
R
IO
D
E L
A P
L A
T A
NO. 1
STAGING AREA
CONTRACTOR
DEPOT AREAS
TEMPORARY
CONTRACTOR/
RIO COCALES
DEPOT
TEMPORARY
STAGING/
CONTRACTOR
SENSITIVE AREA
ENVIRONMENTALLY
SENSITIVE AREA
ENVIRONMENTALLY
POINT X Y
LIMITS OF CONSTRUCTION
POINT X Y
218568.83
218622.26
218694.23
218692.11
218634.96
218647.66
218655.07
218663.46
218695.94
218704.46
218743.64
218786.26
218816.48
218822.90
218829.57
218832.36
218837.67
218837.08
218855.69
218869.79
218883.88
218948.44
219041.00
219266.94
219287.65
219093.79
219105.26
219298.19
219408.09
219407.93
219224.74
219197.63
219132.19
219111.20
219089.65
219021.23
218928.83
218841.34
218688.94
218476.21
268466.68
268635.80
268629.45
268671.78
268676.02
268719.41
268835.83
268911.32
268999.79
269021.83
269012.25
269001.84
268991.85
268984.75
268974.69
268972.32
268958.50
268954.11
268951.58
269039.57
269127.56
269507.50
270061.77
270011.60
270158.55
270351.51
270422.93
270226.95
270431.16
270468.54
270551.08
270506.92
270520.80
270444.51
270448.88
270065.07
269511.83
269531.15
269553.38
269559.73
49a
218479.37
218401.23
218314.89
218357.79
218385.26
218179.69
218210.53
218373.10
218282.30
218299.53
218287.85
218414.57
218426.35
218434.83
218438.82
218429.13
218434.82
218420.12
218416.94
218404.24
218462.82
218466.86
218449.02
218437.05
218396.84
218375.67
218347.09
218319.25
218296.28
218267.96
218352.59
218388.00
218420.33
218430.80
218415.18
218394.91
218383.91
218367.96
218377.81
218369.27
269512.10
269506.25
269645.11
269671.79
270007.95
270007.95
269765.60
269504.14
269497.33
269414.31
269355.54
269278.54
269269.32
269258.91
269252.63
269223.60
269221.70
269177.67
269155.44
269112.05
269089.26
269000.79
268947.66
268934.25
268901.44
268885.57
268882.39
268887.96
268812.66
268721.97
268700.74
268691.60
268683.24
268678.94
268663.43
268635.92
268572.83
268546.43
268545.42
268529.74
G-05
C .D .R
M .R .D
C .W
N E
R A
L
S
IT
E F
E A
T U
R E
S A
N D A
C C
E S
S M
CHANNEL WIDENING
RECREATION BERM
WEST LEVEE
SITE ACCESS
PLATA AT ALL TIMES.
ORDER TO PROVIDE FLOW THROUGH THE RIO DE LA
1. SITE FEATURES SHALL BE CONSTRUCTED IN PHASES IN
TABLES
SCALE: 1 : 3000
SITE FEATURES AND ACCESS MAP
ENVIRONMENTALLY SENSITIVE AREA
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EXISTING
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EXISTING
GENERAL NOTES
PHASE.
DESCRIPTIONS AND SEQUENCE OF CONSTRUCTION PER
1. REFER TO SHEETS C-01 THRU C-04 FOR FEATURE
100m0 50
SCALE: 1 : 2500
CONSTRUCTION PHASING PLAN
LEGEND
PHASE I
PHASE II
PHASE III
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PR 693
PHASE I
PHASE II
PH
ASE
II
PHASE III
PHASE II
PHASE III
BOAT RAMP
TANGENT DIRECTION: S 2^36'44.0610" E
RADIAL DIRECTION: S 87^23'15.9390" W
CHORD DIRECTION: S 19^04'29.5866" E
RADIAL DIRECTION: S 54^27'44.8877" W
TANGENT DIRECTION: S 35^32'15.1123" E
EXTERNAL: 1.2953
MIDDLE ORDINATE: 1.2422
CHORD: 17.1734
TANGENT: 8.9538
LENGTH: 17.4120
DEGREE OF CURVATURE(ARC): 189^05'41.9348"
DELTA: 32^55'31.0513" RIGHT
RADIUS: 30.3000
PT ( ) 21+35.40 269247.58 218496.60
CC ( ) 269246.20 218466.33
PI ( ) 21+26.94 269256.53 218496.19
PC ( ) 21+17.99 269263.81 218490.98
ELEMENT: CIRCULAR
TANGENT LENGTH: 103.0192
TANGENT DIRECTION: S 35^32'15.1123" E
PC ( ) 21+17.99 269263.81 218490.98
PT ( ) 20+14.97 269347.64 218431.11
ELEMENT: LINEAR
TANGENT DIRECTION: S 35^32'15.1123" E
RADIAL DIRECTION: S 54^27'44.8877" W
CHORD DIRECTION: S 43^58'44.9456" E
RADIAL DIRECTION: S 37^34'45.2211" W
TANGENT DIRECTION: S 52^25'14.7789" E
EXTERNAL: 0.3319
MIDDLE ORDINATE: 0.3283
CHORD: 8.8962
TANGENT: 4.4968
LENGTH: 8.9284
DEGREE OF CURVATURE(ARC): 189^05'41.9348"
DELTA: 16^52'59.6666" RIGHT
RADIUS: 30.3000
PT ( ) 20+14.97 269347.64 218431.11
CC ( ) 269330.03 218406.45
PI ( ) 20+10.54 269351.30 218428.49
PC ( ) 20+06.04 269354.05 218424.93
TANGENT LENGTH: 31.4970
TANGENT DIRECTION: S 52^25'14.7789" E
PC ( ) 20+06.04 269354.05 218424.93
PT ( ) 19+74.54 269373.25 218399.97
TANGENT DIRECTION: S 52^25'14.7789" E
RADIAL DIRECTION: S 37^34'45.2211" W
CHORD DIRECTION: S 43^31'48.9348" E
RADIAL DIRECTION: S 55^21'36.9093" W
TANGENT DIRECTION: S 34^38'23.0907" E
EXTERNAL: 0.3685
MIDDLE ORDINATE: 0.3640
CHORD: 9.3655
TANGENT: 4.7397
LENGTH: 9.4032
DEGREE OF CURVATURE(ARC): 189^05'41.9348"
DELTA: 17^46'51.6882" LEFT
RADIUS: 30.3000
PT ( ) 19+74.54 269373.25 218399.97
CC ( ) 269397.27 218418.45
PI ( ) 19+69.88 269376.14 218396.21
PC ( ) 19+65.14 269380.04 218393.52
TANGENT LENGTH: 123.8083
TANGENT DIRECTION: S 34^38'23.0907" E
PC ( ) 19+65.14 269380.04 218393.52
POB ( ) 18+41.33 269481.91 218323.14
STATION NORTHING EASTING
STYLE: DEFAULT
DESCRIPTION:
HORIZONTAL ALIGNMENT NAME: LAPLATAWESTLEVEE060716
DESCRIPTION:
PROJECT NAME: LAPLATA1A DESIGN METRIC LEGACY-VERTICAL
TANGENT LENGTH: 388.9558
TANGENT DIRECTION: S 17^35'04.9332" W
PC ( ) 28+47.47 268450.93 218461.12
PT ( ) 24+58.52 268821.71 218578.63
TANGENT DIRECTION: S 17^35'04.9332" W
RADIAL DIRECTION: N 72^24'55.0668" W
CHORD DIRECTION: S 7^35'05.5870" W
RADIAL DIRECTION: S 87^35'06.2407" W
TANGENT DIRECTION: S 2^24'53.7593" E
EXTERNAL: 4.6278
MIDDLE ORDINATE: 4.5575
CHORD: 104.1870
TANGENT: 52.8971
LENGTH: 104.7179
DEGREE OF CURVATURE(ARC): 19^05'54.9354"
DELTA: 19^59'58.6925" RIGHT
RADIUS: 300.0000
PT ( ) 24+58.52 268821.71 218578.63
CC ( ) 268912.35 218292.64
PI ( ) 24+06.70 268872.14 218594.61
PC ( ) 23+53.80 268924.99 218592.38
TANGENT LENGTH: 8.5304
TANGENT DIRECTION: S 2^24'53.7593" E
PC ( ) 23+53.80 268924.99 218592.38
PT ( ) 23+45.27 268933.51 218592.02
TANGENT DIRECTION: S 2^24'53.7593" E
RADIAL DIRECTION: S 87^35'06.2407" W
CHORD DIRECTION: S 4^32'35.1338" W
RADIAL DIRECTION: N 78^29'55.9731" W
TANGENT DIRECTION: S 11^30'04.0269" W
EXTERNAL: 2.2258
MIDDLE ORDINATE: 2.2095
CHORD: 72.6853
TANGENT: 36.6123
LENGTH: 72.8643
DEGREE OF CURVATURE(ARC): 19^05'54.9354"
DELTA: 13^54'57.7862" LEFT
RADIUS: 300.0000
PT ( ) 23+45.27 268933.51 218592.02
CC ( ) 268946.15 218891.75
PI ( ) 23+09.02 268970.09 218590.48
PC ( ) 22+72.40 269005.97 218597.78
TANGENT LENGTH: 12.3636
TANGENT DIRECTION: S 11^30'04.0269" W
PC ( ) 22+72.40 269005.97 218597.78
PT ( ) 22+60.04 269018.08 218600.24
TANGENT DIRECTION: S 11^30'04.0269" W
RADIAL DIRECTION: N 78^29'55.9731" W
CHORD DIRECTION: S 4^26'39.9830" W
RADIAL DIRECTION: S 87^23'15.9390" W
TANGENT DIRECTION: S 2^36'44.0610" E
EXTERNAL: 2.2898
MIDDLE ORDINATE: 2.2725
CHORD: 73.7107
TANGENT: 37.1366
LENGTH: 73.8974
DEGREE OF CURVATURE(ARC): 19^05'54.9354"
DELTA: 14^06'48.0879" RIGHT
RADIUS: 300.0000
PT ( ) 22+60.04 269018.08 218600.24
CC ( ) 269077.90 218306.26
PI ( ) 22+23.28 269054.47 218607.64
PC ( ) 21+86.14 269091.57 218605.95
TANGENT LENGTH: 417.1439
PC ( ) 21+86.14 269091.57 218605.95
PI ( ) 17+69.00 269508.28 218586.94
DESCRIPTION:
HORIZONTAL ALIGNMENT NAME: LAPLATACHANNELDORADOBRIDGE 042516
ALIGNMENT DATA
NOT TO SCALE
G-08
D
R
M R
D
C W
H
G E
N E
R A
L
A L
IG
N M
E N
T D
A
TANGENT LENGTH: 106.6398
TANGENT DIRECTION: S 30^04'24.6521" W
PC ( ) 27+25.36 268701.33 218374.18
PI ( ) 26+18.73 268793.30 218427.43
TANGENT LENGTH: 125.2797
TANGENT DIRECTION: S 38^28'27.8137" W
PI ( ) 26+18.73 268793.30 218427.43
PT ( ) 24+93.45 268891.38 218505.38
TANGENT DIRECTION: S 38^28'27.8137" W
RADIAL DIRECTION: N 51^31'32.1863" W
CHORD DIRECTION: S 17^55'51.8763" W
RADIAL DIRECTION: S 87^23'15.9390" W
TANGENT DIRECTION: S 2^36'44.0610" E
EXTERNAL: 2.0577
MIDDLE ORDINATE: 1.9269
CHORD: 21.2655
TANGENT: 11.3548
LENGTH: 21.7280
DEGREE OF CURVATURE(ARC): 189^05'41.9348"
DELTA: 41^05'11.8747" RIGHT
RADIUS: 30.3000
PT ( ) 24+93.45 268891.38 218505.38
CC ( ) 268910.23 218481.66
PI ( ) 24+83.08 268900.27 218512.44
PC ( ) 24+71.72 268911.61 218511.92
TANGENT LENGTH: 336.3242
PC ( ) 24+71.72 268911.61 218511.92
PT ( ) 21+35.40 269247.58 218496.60
DESCRIPTION:
HORIZONTAL ALIGNMENT NAME: LAPLATAWESTLEVEE060716
L
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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\01 General\G-08
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RUINS
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SANITARY
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RUINS
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RUINS
MANHOLE
SANITARY
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SANITARY
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SANITARY
MANHOLE
SANITARY
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ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
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RUINS
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SANITARY
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RUINS
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DENSE VEGETATION
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IE:2.182
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G A T E
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LOW WIRE:5.550
PROPERTIES
PRIVATE
PROPERTIES
PRIVATE
MH
MH
MH
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T.E.=
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3.06
2.15
T.E.=
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3.00
2.09
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-2
-2
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RICO VERTICAL DATUM 2002 (PRVD02).
4. ELEVATIONS ARE IN METERS AND RELATIVE TO PUERTO
SURVEYING.
OF EM 1110-1-1005 CONTROL AND TOPOGRAPHIC
FACILITATE SITE CALIBRATION AS OUTLINED IN CHAPTER 9
CONTROL PROJECT. THIS WAS DONE IN ORDER TO
PERIMETER OF THE ENTIRE RIO DE LA PLATA FLOOD
3. PROJECT CONTROL ESTABLISHED OUTSIDE OF THE
15-174.
HYDROGRAPHIC DATA FROM SAJ SURVEY 14-154 AND
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ARE METRIC AND RELATIVE TO PUERTO RICO VERTICAL
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AMERICAN DATUM 83 (NAD83 (11))STATE PLANE
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INV:7.34
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S S
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EXISTING CNT 1A
CHANNEL
EXISTING CNT 1A
SOUTHERN LIMITS OF
Inv: 2.69 Top:3.29 24" Dia Concrete Pipe
HEAD WALL
IE:2.182
TE:2.860
HEAD WALL
INV:7.12
CONC. PIPE-18B
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CB
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Q1002
MONTEREY
L1002
GUN
13-143-3
13-146-2
13-146-1
PRG-095
219221.92
210603.56
225544.11
232674.56
219451.04
211321.13
225852.93
219334.83
264784.35
265891.64
264963.51
270272.81
260829.58
271286.80
269729.21
269917.42
14.52
58.45
33.29
15.85
18.64
13.07
1.81
2.41
CALLE MENDEZ VIGO
DORADO BRIDGE.
BE RELOCATED TO NORTH OF
OVERHEAD ELECTRIC TO
26 05 00.
SHEETS E-04 THRU E-08. SEE SPECIFICATION
ON NORTH SIDE OF DORADO BRIDGE, SEE
POWER / TELEPHONE TO BE RELOCATED
PIPE
CAST IRON
EXISTING
RCP
EXISTING
1994 AERIAL PHOTO (SEE NOTE 5)
FORMER DORADO BRIDGE PER
APPROXIMATE LOCATION OF
2017 AERIAL PHOTO (SEE NOTE 5)
OLD RAILROAD PIERS PER
APPROXIMATE LOCATION OF
PIER 1
PIER 2
PIER 3
PIER 4
PIER 5
PIER 6
PIER 8
PIER 7
AND PHOTO THIS SHEET)
H-PILES (SEE NOTE 5
LOCATION OF
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SENSITIVE AREA
ENVIRONMENTALLY
SENSITIVE AREA
ENVIRONMENTALLY
ENVIRONMENTALLY SENSITIVE AREA
MH
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LOW WIRE:5.550
6.69
C TAPA MH
PROPERTIES
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SCALE: 1 : 2000 0 100m50
DISPOSAL SITE 1 - TESP PITS
INVERT ELEVATION = 0.41M
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INVERT ELEVATION = 0.02M
24" CULVERT
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PROPOSED
LEVEE
PROPOSED
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0 0
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27+00
25+00
17+69
17+69
18+00
19+00
20+00
21+00
22+00
23+00
24+00
26+00
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22+00
23+00
24+00
25+00
26+00
27+00
TP-RDLP15-2
TP-RDLP15-1
BORINGS BY US ARMY CORPS OF ENGINEERS (1991)
BORINGS BY GEOCONSULT (2008)
BORINGS BY GEOCONSULT (2009 AND 2010)
GEOCONSULT (2008)
CONE PENETROMETER TEST (CPT) BY
GEOCONSULT (2009 AND 2010)
CONE PENETROMETER TEST (CPT) BY
TEST PIT BY GEOCONSULT (2008)
TEST PIT BY GEOCONSULT (2009)
BORINGS BY GEO CIM (2000)
AND C.R.E., INC. (2016)
BORINGS BY CHALLENGE ENGINEERING & TESTING (2015)
REFER TO THE GEOTECHNICAL DATA REPORT.
1. FOR GEOTECHNICAL INFORMATION AND BORING LOGS
TEST PIT
CB-LPW-6
CB-LPC-9A
RLP-TP10
CB-LPC-8A
CB-LPC-8
CB-LPW-5
RLP-WR-1
CB-LPW-4
RLP-WR-2
RLP-TP9
CB-RLP-8
RLP-TP20
RLP-TP8
CPT-RLP-45
CB-LPW-16 CB-LPC-7
CB-LPC-7A
RLP-TP7
RLP-TP19
CB-LPC-9
CB-LPW-17
CB-RDLP15-1
CB-RDLP15-2B
CB-RDLP15-2A
CB-RDLP15-2
CB-RDLP15-3
CB-RLP-11
CB-RDLP15-4B
CB-RDLP15-4A
CB-RDLP15-4
CB-RLP-16-01
CB-LPE-2
MANHOLE
SANITARY
MANHOLE
SANITARY
MANHOLE
SANITARY
MANHOLE
SANITARY
CO
LOW WIRE:5.550
PROPERTIES
PRIVATE
PROPERTIES
PRIVATE
0 20 40mSCALE: 1 : 800
GENERAL SHEET NOTES
LEGEND
G E
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H N
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N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
/2
/2
C
D
E
F
D
E L
A P
L A
T A F
L O
O D C
O N
T R
O L P
R O J E
C T
D O
R A
D O B
R
ID
G E
C H
A N
N E
L W
ID
E
N
IN
G A
N D S
C O
U R P
R O
T E
C T
IO
N
(C W
S P
C O
N T
R A
C T
D O
R A
D O P
U E
R T
O R
IC
O
J U
L Y
20+00
21+00
22+00
23+00
+0
22+00
23+00
24+00
VC-1
VC-1
VC-1
VC-3
VC-4
VC-5
VC-6
VC-8
VC-7
VC-9
AC-17
AC-18
AC-28
AC-27
AC-19
AC-26
AC-20
AC-25
AC-21
AC-24
AC-22
LEVEE
PROPOSED
LEVEE
PROPOSED
CP-RLP16-X-1
CP-RLP16-X-2
CP-RLP16-X-4
CP-RLP16-X-5
CP-RLP16-X-3
CP-RLP16-A-6
CP-RLP16-A-7
CP-RLP16-A-8
CP-RLP16-A-10
CP-RLP16-A-11
CP-RLP16-A-12 CP-RLP16-A-13
CP-RLP16-A-14
CP-RLP16-A-15
CP-RLP16-A-16
CP-RLP16-A-17
CP-RLP16-A-18
CP-RLP16-A-9
CP-RLP16-A-19
CHANNEL
PROPOSED
MUCK PROBE
REFER TO THE GEOTECHNICAL DATA REPORT.
1. FOR GEOTECHNICAL INFORMATION AND BORING LOGS
3.06
2.15
T.E.=
I.E.=
3.00
2.09
T.E.=
I.E.=
T
MONUMENT
ROW
MONUMENT
ROW
RUINS
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
SHELTER
FARMING
CONCRETE SLAB
RUINS
S S
F M
S S
W
W
M.C.
IE:2.182
TE:2.860
HEAD WALL
P
IP
E
T
CO
CO
T
M
T
T
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
G A T E
G A T E
G A T E
G A T E
LOW WIRE:5.550
PROPERTIES
PRIVATE
PROPERTIES
PRIVATE
0 0 0
0 0
5 5
C-01
,R
M .R .D
C .W
L P
C W
S P -B -S I1
.D
G N
0 100m50
PHASING NOTES
S E
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
F L
O W
R
IV
E R
E X
IS
T
IN
G L
A P
L A
T A
F L
O W
C
IV
IL
P H
A S
SEQUENCE OF CONSTRUCTION - PHASE I
SCALE: 1 : 2000
MOVED AGAIN TO LEVEE PLACEMENT AREAS IN PHASE II
TEMPORARY DEPOT AREAS FOR DRYING IN PHASE I, THEN
ALL EXCAVATED MATERIALS TO BE MOVED TO STAGING
1.2.3 SEQUENCE OF WORK.
REFER TO SPECIFICATION SECTION 01 11 00 PARAGRAPH
DURING CONSTRUCTION.
CONNECTIVITY AND INTERIOR DRAINAGE AT ALL TIME
CONTRACTOR SHALL MAINTAIN CHANNEL HYDRAULIC
PLAN FOR SUBMITTAL. SEE SPECIFICATION SECTION 35 41 00
CONTRACTOR SHALL PROVIDE A DETAILED EXCAVATION
CONSTRUCTION DESIGN.
SEE CIVIL SHEETS C-05 THRU C-12 FOR DETAILED FINAL
PHASE I
L
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IO
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US Army Corps
U .S
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P S O
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-B -0
X X
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X X -X
X -X -X
X
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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\05 Civil\C-01
A W
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G A
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D O P
U E
R T
O R
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L Y
CHANNEL
EXISTING CNT 1A
WEST LEVEE
EXISTING CNT 1A
BERM, EL. 2.0
CONSTRUCTION
WESTERN
PROPOSED CHANNEL
CENTERLINE OF
19+40 AND 19+75 (SEE SHEET C-02)
4:1 TO 2:1 BETWEEN STATIONS
WEST BANK TRANSITIONS FROM
25+00
17+69
18+00
19+00
20+00
21+00
22+00
23+00
24+00
26+00
DORADO BRIDGE
CALLE MENDEZ VIGO
P R
SHEET PILE
TEMPORARY
EL. 2.0
BERM @ STA. 22+90 ±
WESTERN CONSTRUCTION
BEGIN 4 METER WIDE
TOP EL. 2.0
BERM
CONSTRUCTION
WESTERN
TOWN
DORADO
P U
E R
T O R
IC
O
BRISA DEL PLATA
RIO COCALES
25+00
17+69
18+00
19+00
20+00
21+00
22+00
23+00
24+00
26+00
2:
2:
2:
2:1
EAST
EAST
EAST
EAST
EAST
WEST
WEST
WEST
WEST
WEST
2:
-5
E L E
V A
T
IO
N
0 20 40 60 80-2
-4
-6
-8
-5
E L E
V A
T
IO
N
-5
E L E
V A
T
IO
N
0 20 40 60 80-2
-4
-6
-8
19+75
-5
E L E
V A
T
IO
N
-5
E L E
V A
T
IO
N
0 20 40 60 80-2
-4
-6
-8
-5
E L E
V A
T
IO
N
-5
E L E
V A
T
IO
N
0 20 40 60 80-2
-4
-6
-8
-5
E L E
V A
T
IO
N
-5
E L E
V A
T
IO
N 0 20 40 60 80-2
-4
-6
-8
-5
E L E
V A
T
IO
N
TYPICAL SECTION STA. 17+69 TO STA. 19+40
TYPICAL SECTION STA. 21+00 TO STA. 22+00
TYPICAL TRANSITION SECTION STA. 22+00 TO STA. 23+25
TYPICAL SECTION STA. 23+25 TO STA. 24+50
4:1 (TYP.) 4:1
(T
YP.
4:1 (TYP.)
4:1 (TYP.)
4:1 (TYP.)
4:1 (TYP.)
4:1 (A
CBM)
C-02
0 20m10 50 10m
.D .R
M .R .D
C .W
GENERAL NOTES
35m (TYP.) 35m (TYP.)
35m (TYP.) 35m (TYP.)
35m (TYP.)
EL. 2.0
VARIES 35m TO 25.3m
35m (TYP.)
EL. 2.0
VARIES
35m (TYP.) 35m (TYP.)
UPSTREAM
DOWNSTREAM
C
IV
IL
S E
Q U
E N
C E O
F C
O N
T R
U C
T
IO
N
EL. 2.0
SHEET C-08
ELEV. VARIES SEE
SHEET C-08
ELEV. VARIES SEE
SHEET C-08
ELEV. VARIES SEE
SHEET C-09
ELEV. VARIES SEE
SHEETS C-08 & C-09
ELEV. VARIES SEE
BERM
CONST.
4m
EL. 2.0 TOP EL. 2.0
TIP EL. -6.10
SCALE: HORIZONTAL 1 : 400 VERTICAL 1 : 200
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S P
H A
S E I
CHANNEL WIDENING - CROSS SECTIONS - PHASE I
BETWEEN STA. 19+40 TO STA. 19+75
NOTE: TRANSITION FROM 4:1 TO 2:1
COMPLETION OF PHASE I.
3. SHEET PILE SHALL BE REMOVED OR CUT AT THE
EASTSIDE OF THE CHANNEL.
PILE ON WEST SIDE AND TO THE FINAL SECTION ON THE
INSTALL ACBM ON FINAL SLOPES UP TO TEMPORARY SHEET
DEWATER AND EXCAVATE AREA FOR ACBM
INSTALLATION
INSTALL TEMPORARY SHEET PILING NEEDED FOR ACBM
COFFERDAM AS SHOWN ON C-14.
FINAL 4H : 1V SLOPE WITHIN THE LIMITS OF THE
41 16 TO ALLOW FOR INSTALLATION OF THE ACBM ON THE
SHEET PILE COFFERDAM AS REQUIRED BY THE SECTION 31
RESPONSIBLE FOR THE DESIGN OF THE TEMPORARY
BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL BE
2. TEMPORARY SHEET PILE COFFERDAM SHOWN IS FOR
1. SECTIONS ARE STATIONED FROM NORTH TO SOUTH.
BERM AT STA. 22+90
CONSTRUCTION
NOTE: BEGIN 4 METER WIDE
BERM
CONST.
BERM
CONST.
BERM
CONST.
L
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D B
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US Army Corps
U .S
A R
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P -1
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X X
X X
X X -X
X -X -X
X
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A T
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A N M
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C O B
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L E F
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C
D
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F
D
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A P
L A
T A F
L O
O D C
O N
T R
O L P
R O J E
C T
D O
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D O B
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ID
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C H
A N
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L W
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G A
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C O
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C O
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D O
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CHANNEL (TYP.)
CENTERLINE OF
CHANNEL (TYP.)
CENTERLINE OF
CHANNEL (TYP.)
CENTERLINE OF
CHANNEL (TYP.)
CENTERLINE OF
CHANNEL (TYP.)
CENTERLINE OF
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
4:1 ACBM SLOPE (SEE NOTE 2).
STA. 21+00.00± TO STA. 22+00.00± . FINAL
TEMPORARY SHEET PILE COFFERDAM
27+00
25+00
17+69
18+00
19+00
20+00
21+00
22+00
23+00
24+00
26+00
T.E.=
I.E.=
3.06
2.15
T.E.=
I.E.=
3.00
2.09
T.E.=
I.E.=
T
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
MONUMENT
ROW
MONUMENT
ROW
RUINS
(BAMBOO)
DENSE VEGETATION
SHELTER
FARMING
CONCRETE SLAB
RUINS
S S
F M
S S
W
W
M.C.
IE:2.182
TE:2.860
HEAD WALL
P
IP
E
T
CO
CO
T
M
T
T
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
SHELTER
FARMING
G A T E
G A T E
G A T E
G A T E
LOW WIRE:5.550
PROPERTIES
PRIVATE
PROPERTIES
PRIVATE
0 0 0
0 0
5 5
L
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A T
IO
N N
O
D E
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US Army Corps
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X X
X X
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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio De La Plata Flood Reduction Contract Dorado Bridge CWSP\081 - Base Option Plans CNT\05 Civil\C-03
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In v a li d e x p re s s io n
C
D
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F
D
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A P
L A
T A F
L O
O D C
O N
T R
O L P
R O J E
C T
D O
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D O B
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ID
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A N
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N
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C O
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C O
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R A
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D O
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D O P
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WEST LEVEE
EXISTING CNT 1A
C-03
,R
M .R .D
C .W
L P
C W
S P -B -S I1
.D
G N
0 100m50
PHASING NOTES
S E
Q U
E N
C E O
F C
O N
S T
R U
C T
IO
N
P H
A S
E I I
F L
O W
F L
O W
F L
O W
C
IV
SEQUENCE OF CONSTRUCTION - PHASE II
CONTRACT 1A ROCK PLUG
NOT TO SCALE
DURING CONSTRUCTION.
CONNECTIVITY AND INTERIOR DRAINAGE AT ALL TIMES
CONTRACTOR SHALL MAINTAIN CHANNEL HYDRAULIC
1.2.3 SEQUENCE OF WORK.
REFER TO SPECIFICATION SECTION 01 11 00 PARAGRAPH
CONSTRUCTION DESIGN.
SEE CIVIL SHEETS C-05 THRU C-12 FOR DETAILED FINAL
PHASE II
TERMINUS
TIE-IN NORTHERN
WEST LEVEE
(SEE SHEETS C- 12 AND C-13)
OF TEMPORARY CROSSING.
SUGGESTED LOCATION
E 218611.63
N 268667.98
SHEET C-07)
RAMP (SEE
1A ROCK PLUG
EXISTING CONTRACT
PLUG
ROCK
STA. 27+25.36 ±
TERMINUS
TIE-IN SOUTHERN
WEST LEVEE
+0
+0
22+00
23+00
24+00
25+00
26+00
27+00
DORADO BRIDGE
+0
N E
W C
H A
N N
E L
24+15
CALLE MENDEZ…
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