Plans_Rio_Puerto_Nuevo.pdf

$AFETY PAY$

Risk

Lower

Quality

Increased

In Many Ways!

Jacksonville District of Engineers

US Army Corps

PRO

DUCTI

O N

IN

CREASED

PLANS

FOR CONSTRUCTION OF

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

TO ACCOMPANY INVITATION

"INCREASE PROFIT -- SUBMIT VECP'S"

E

V

PRINTED ON:7/28/2016

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G -0

RIO PUERTO NUEVO

PUERTO RICO

CONTRACT 2D WALLS

113454-RPN2DWALLS-GI000.dgn

W912EP-16-R-0023NO.

INDEX TO DRAWINGS

TITLE

GENERAL

DWG NO TITLEDWG NO DWG NO TITLE

SURVEY

CIVIL

V-01

LIMITS OF CONSTRUCTION PLAN

J U

N E

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

-P

R N

D

W A

L L S -G

I1 .D

G N

G E

N E

R A

L

IN

D

E X S

H E

E T

G-01

RIO PUERTO NUEVO, PUERTO RICO

CONTRACT 2D WALLS

C-02

C-03

C-04

STRUCTURAL

S-01 GENERAL NOTES

S-02

S-03

S-04

S-05

S-06

S-07

LEFT CHANNEL WALL - PLAN AND ELEVATION

RIGHT CHANNEL WALL - PARTIAL PLAN AND ELEVATION

RIGHT CHANNEL WALL - PARTIAL PLAN AND ELEVATION

G-01

G-02

G-03

G-04

DRILLED SHAFT WALL - CAP BEAM PLANS AND SECTIONS

S-08 DRILLED SHAFT WALL - ELEVATIONS AND SECTIONS

S-09 DRILLED SHAFT WALL - ELEVATIONS AND SECTIONS

S-10 SECTIONS AND DETAILS

C-05

C-06

C-07

C-08

PHASE II RIGHT WORK PLATFORM AND WALL PLACEMENT

PHASE II LEFT WORK PLATFORM AND WALL PLACEMENT

PHASE III RIGHT DRAINAGE TRENCH

PHASE IV RIGHT RESTORATION

PHASE IV LEFT RESTORATION

C-09

ABBREVIATIONS AND SITE SYMBOLOGY

PHASE III LEFT DRAINAGE TRENCH

DRAINAGE DETAILS

C-10

LOCATION, VICINITY, SITE ACCESS MAP, AND SURVEY CONTROL

G-05 CONSTRUCTION BASE AND OPTIONS A, B, AND C

EXISTING CONDITION AND CORE BORING PLAN

C-11

RIPRAP PLAN, DETAILS, AND SECTIONS

RECONSTRUCTION SURFACING PLAN

DRILLED SHAFT WALL - CAP BEAM DETAILS

V-02 EXISTING CONTOUR PLAN

GUARDRAIL AND VEHICLE GATEC-12

SITE PLAN

INDEX SHEET

DEMOLITION LOCATION PLAN

PHASE I RIGHT TEMPORARY SHEET PILE WALL AND ACCESS

PHASE I LEFT TEMPORARY SHEET PILE WALL AND ACCESS

C-01

C-01A

W E

P -1

-R -0

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G -0

S-203

F

M-102

C

DRAWING SET TABLE OF CONTENTS

J U

N E

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

-P

R N

D

W A

L L S -G

I1 .D

G N

G E

N E

R A

L

A B

B R

E V

IA

T

IO

N S A

N D S

IT

E S

Y M

B O

L O

G Y

G-02

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

TERMS AND ABBREVIATIONS LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

DEMOLITION/REMOVAL

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

NONPOTABLE WATER SUPPLY

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY

SECTION

SCALE: A SCALE: A

DETAIL

SECTION

SCALE: A

PLAN

SCALE: A

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

M-511

DETAIL IDENTIFICATION

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

SECTION IDENTIFICATION

SCALE REFERENCE

SECTION TITLE

DRAWING WHERE CUT

SECTION IDENTIFICATION

SCALE REFERENCE

DETAIL TITLE

DRAWING TAKEN FROM

DRAWINGS WHERE CUT

SECTION TITLE W/ MULTIPLE CALLOUTS

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

EMBANKMENT TYPICAL SECTION

MARK No. CALLOUT MARK TITLE

INTERIOR ELEVATION

4 REQ'D

PART

PART

WITH ASYMETRICAL SCALES

DRAWING TITLE

DRAWING TITLE (TYP)

SCALE REFERENCE

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

AND MARK No.

NOMENCLATURE

VERTICAL SCALE: B

HORIZONTAL SCALE: A

QUANTITY REQUIRED

SCALE REFERENCE

DRAWING WHERE SHOWN

DETAIL IDENTIFICATION

DETAIL BOUNDRY

A-302

S-205

S-206

S-203

F

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

T

S-706

OBJECT REFERENCED

S-506

J

SECTION IDENTIFICATION

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

S-506

J

F

A-201

F

A-201

A-202

G

F H

J

D

A-202

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(INSSCM)

CONCRETE MAT

(RIPRAP)

RIPRAP

(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

REDUCED TO FIT

REDUCED 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

(TSAEC.RSC ~ LINE STYLES ARE RELATIVE)

X'-X"

EL 45.0

14 14OR

A

X^

X"

Mk. M-614-6

BUSHING MARK M-614-6

CORE BORING

LARGELRG

LINEAR FOOTLF

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERT ELEVATIONINV EL

INVERTINV

INCH POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

FEET/FOOTFT

FEDERAL SPECIFICATIONFS

FIGUREFIG

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

CLEARCLR

CENTERLINECL

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

ABNORMALABNL

ABANDONABAN

ARCHITECT/ENGINEERA/E

PUERTO RICO DATUM (A.K.A. NAD27)PR DATUM

PUERTO RICO VERTICAL DATUM OF 2002PRVD02

LOCAL PROJECT VERTICAL DATUMLPVD

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYSTEMSYS

SYMMETRICALSYMM

SYMBOLSYM

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL

REQUEST FOR INFORMATIONRFI

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

TRANSPORTATION AUTHORITY

PUERTO RICO HIGHWAY AND PRHTA

PROPERTYPROP

PROJECTPROJ

PAIRPR

PART NUMBERPN

OPTIONOPT

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

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

(EARTH, 45^)

EXISTING SOIL

BASE COURSE

AGGREGATE

GRADED CRUSHED

ELECTRICAL SECONDARY, UNDERGROUND

W E

P -1

-R -0

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G

M U

N O

Z R

IV

E R

A

F E

R N

A N

D E

Z J

U N

C O

S

P O

N C

E D

E L

E O

N

M A

Y

C N

T

J .R .W

J .R .W

M .J .B

S U

B M

IT

/4 /2

G E

N E

R A

L

G-03

N N

N.T.S.

N.T.S.

-R

P N

D

W A

L L S -G

I1 .D

G N

SITE ACCESS MAP

N.T.S.

DE DIEGO EXPRESSWAY

LOCATION OF WORK

M A R

G A R

ITA

C

H A N

N E L

PN-150

PN-151

PN-142

PN-140

PN-143

A V

E N

ID

A F

R A

N K

L

IN

D

E L A

N O R

O O

S E

V E

L T

EXPRES

O

LAS A

MERI

CA A

N

D S

U R

V E

Y C

O N

T R

O L

L O

C A

T

IO

N

V

IC

IN

IT

Y S

IT

E A

C C

E S

S M

A P

O V

E U

N

O T

R E

U P

OI

R

ACCESS VIEW "LEFT"

ACCESS VIEW "RIGHT"

ACCESS VIEW "LEFT"

ACCESS VIEW "RIGHT"

W E

P -1

-R -0

HWY. #2 (J.F. KENNEDY AVE.)

PROJECT AREA

PROJECT AREA

PUERTO RICO

CARIBBEAN SEA

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

N

N

N

SURVEY CONTROL

P N -1

P N -1

P N -1

P N -1

P N -1

PN-150

PN-142

PN-151

PN-143

PN-140

9.35

13.84

10.03

15.54

37.08

622913.00

623302.97

623200.97

623660.32

622808.23

212071.69

212209.66

211585.05

211797.74

215955.67

DESIGNATION NORTHING EASTING ELEVATION

HORIZONTAL AND VERTICAL CONTROL

TIDAL DATUMS ON THE '1983-2001 NATIONAL TIDAL DATUM EPOCH'.

TO THE 'PUERTO RICO VERTICAL DATUM OF 2002', AND PUBLISHED LOCAL

CONSULT SAJ-EN-DG FOR INFORMATION REGARDING ITS RELATIONSHIP

"LPVD", THE HISTORIC VERTICAL DATUM USED FOR THIS PROJECT.

NOTE: THE 'ELEVATION' REFERS TO THE 'LOCAL PROJECT VERTICAL DATUM' OR

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

A S S

H O

W N

D E

S C

R

IP

T

IO

N

C O

R P

S O

F E

N G

IN

E E

R S

D E

S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G -0

2 52

1 1

CAYEY

SALINAS

MAYAGUEZ

ARECIBO

PONCE

CAGUAS

BAYAMON

DORADO

AGUADILLA

GUAYAMA

FAJARDO

HUMACAO

RIO GRANDE

CABO ROJO

UTUADO

DE DIEGO EXPRESSWAY

SAN JUAN HARBOR

ATLANTIC OCEAN

CONSTITUTION BRIDGE

RESERVE

U.S. MILITARY

MARGARITA CHANNEL

N 215,782.2

E 622,494.9 J U

L Y

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -G

I- .d g n

G E

N E

R A

L

L

IM

IT

S O

F C

O N

S T

R U

C T

IO

N P

L A

N

G-04

GRAPHIC SCALE

W E

P -1

-R -0

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G -0

N 214,129.9

E 621,750.3

N 214,922.6

E 621,511.7

N 214,933.3

E 621,700.3

N 215,688.9

E 622,613.3

N 213,842.3

E 620,570.8

N 213,935.0

E 620,533.4

N

200'100'0100'

RIGHT CHANNEL WALL

LEFT CHANNEL WALL

N 213,944.3

E 621,460.7

N 214,077.1

E 621,592.8

DE DIEGO EXPRESSWAY

YAWSS

ERPXE OGEID E

D

NOTES:

R

IO

P

U E R

TO

N

U E V O

R=32 0'

IS TO ALLOW WORK/ACCESS UNDER THE BRIDGE ONLY.

2. LIMITS OF CONSTRUCTION SHOWN CROSSING THE DE DIEGO BRIDGE

DEPARTMENT OF WATER RESOURCES AT CONTRACTORS EXPENSE.

SHALL PROVIDE MITIGATION IN ACCORDANCE WITH PUERTO RICO

MANGROVE IS AFFECTED BY CONTRACTORS OPERATION, CONTRACTOR

1. NO WORK IS TO BE IN ADJACENT MANGROVES. IF ANY ADJACENT

E 620,994.4

N 213,754.9

E 621,084.6

N 213,859.7

E 621,310.8

N 213,863.5

E 621,033.4

LIMITS OF CONSTRUCTION EDGE OF PAVEMENT

LIMITS OF CONSTRUCTION EDGE OF PAVEMENT

LIMITS OF CONSTRUCTION ON R/W LINE

N 214,965.5

E 621,856.8

N 214,498.9

E 621,626.2

MARGARITA CHANNEL

N 214,163.6

LIMITS OF CONSTRUCTION

N 214,494.4

E 621,459.3

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

N 214,689.7

E 621,792.5

LIMITS OF CONSTRUCTION

N 214,692.8

E 621,862.1

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

N 214,752.3

E 621,789.4

LIMITS OF CONSTRUCTION

N 214,302.0

E 621,641.3

LEFT SIDE

BASE

RIGHT SIDE

OPTION "A"

RIGHT SIDE

OPTION "B"

RIGHT SIDE

OPTION "C"

GRAPHIC SCALE

N

LEFT TEMPORARY SHEET PILE

RIGHT TEMPORARY SHEET PILE

MARGARITA CHANNEL

R

IO

P

U E R T O N

U E V O

.2

.2

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

G e n e ra l\

G -0

J U

N E

C N

T

W E

P -1

-R -0

J .R .W

/2

/2

M .J .B

M .J .B

S U

B M

IT

R P

N

D W

A L L S -G

I1 .d g n

G E

N E

R A

L

N 215,078.6

E 622,047.9

N 215,128.5

E 621,984.1

N 215,008.1

E 621,890.1

C O

N S

T R

U C

T

IO

N B

A S

E A

N D O

P T

IO

N S A

B

A N

D C

G-05

N 214,958.3

E 621,953.9

N 215,208.1

E 622,149.0

N 215,259.2

E 622,248.3

N 215,255.1

E 622,253.4

LEFT DRILLED SHAFT WALL

RIGHT DRILLED SHAFT WALL

RIGHT TEMPORARY SHEET PILE

BASE PLUS OPTION PLAN

SCALE: A

100'50'050'

2 CP 24" DIA.

HEADWALL

EDGE OF WATER (APPROX 20-25 FEB 2016)

J U

L Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -V

F .d g n

S U

R V

E Y

E X

IS

T

IN

G C

O N

D

IT

IO

N S A

N D C

O R

E B

O R

IN

G P

L A

N

V-01

EDGE OF WATER (APPROX 20-25 FEB 2016)

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

S u rv e y M a p p in g \V

120'60'060'

MARGARITA CHANNEL

EXISTING RIPRAP

REINFORCED CONC. SLABS

FENCE

DE DIEGO EXPRESWAY

OVERHEAD UTILITIES

R

IO

P

U E R T O N

U E V O

DMT-2L

CB-PNBC-1

CB-PN14-2

CB-PNB-5D

C B -P

N B -5

CB-PNB-4D

CB-PNB-4

CB-PNL-67

CB-PN-16

CB-MC-1

CB-MC-2

CB-PNB-6D

CB-PN14-1EDGE OF ROCK

E D

G E

R

C K

EDGE OF ROCK

SURVEY NOTES:

PRESIDENT AND PRINCIPAL SURVEYOR

RENAN LOPEZ DE AZUA, PLS

GENERAL CONDITIONS AT THAT TIME.

ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE

5. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE

FEBRUARY 17 TO MARCH 11, 2015

4. THE SURVEY DATA DEPICTED ON THIS MAP WAS OBTAINED DURING THE PERIOD OF

PUERTO RICO DATUM (AKA. NAD27), ZONE 5201 IN U.S. SURVEY FEET.

FOR PUERTO RICO AND THE U.S. VIRGIN ISLANDS, AND ARE REFERENCED TO THE

3. PLANE COORDINATES ARE BASED ON THE LAMBERT CONFORMAL CONIS PROJECTION

AS DESCRIBED IN THE 'SURVEY CONTROL' TABULATION.

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE LOCAL PROJECT VERTICAL DATUM, AND MAPPING, OF SAN JUAN, PUERTO RICO.

1. REFER TO SURVEY NO.15-032. THIS SURVEY WAS PERFORMED BY RLDA, SURVEYING

C.I.P.

EDGE OF ASPHALT

RIGHT OF WAY

JOSE DE DIEGO EXPRESSWAY

SHEET PILE. FIELD VERIFY LOCATION

OVERHEAD UTILITIES

EXISTING FLUME

JOSE DE DIEGO EXPRESSWAY BRIDGE

EDGE OF WATER

MARGARITA CONFLUENCE WALL

EXISTING RIPRAP

POWER POLE AND PAD

DMT-2R

CB-PNB-7D

CB-PNB-7

EXISTING GUARDRAIL

CB-PNBC-1A

CB-PNB-6

FIELD VERIFY LOCATION

SHEET PILE GRADE CONTROL STRUCTURE.

EXISTING GUARDRAIL

POWER POLE AND PAD

-2

-2

-20

-15

-15

-15

-1

-1

-15 -15

-15

-10-10

-10

-10

-1

-10

-10

-10

-10

-10

2 CP 24" DIA.

HEADWALL

-5

-5

-5

-5

-5

-5

-5

-5 -5

-5

-5

-5

-5

-5

-5

-5

-5

-5 -5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5 -5

-5-5

EDGE OF WATER (APPROX 20-25 FEB 2016)

J U

N E

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -V

F .d g n

S U

R V

E Y

E X

IS

T

IN

G C

O N

T O

U R P

L A

N

V-02

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

S u rv e y M a p p in g \V -0

EDGE OF WATER (APPROX 20-25 FEB 2016)

DE DIEGO EXPRESWAY

120'60'060'

EDGE OF WATER

MARGARITA CHANNEL

EXISTING RIPRAP

FENCE

OVERHEAD UTILITIES

R

IO

P

U E R T O N

U E V O

EXISTING FLUME

EDGE OF ROCK

0+

.2

.2

EDGE OF ROCK

E D

C K

C.I.P.

EDGE OF ASPHALT

JOSE DE DIEGO EXPRESSWAY

LOCATION

STRUCTURE. FIELD VERIFY

SHEET PILE GRADE CONTROL

55555

5 5

VERIFY LOCATION

SHEET PILE. FIELD

OVERHEAD UTILITIES

JOSE DE DIEGO EXPRESSWAY BRIDGE

MARGARITA CONFLUENCE WALL

REINFORCED CONC. SLABS

POWER POLE AND PAD

EXISTING GUARDRAIL

POWER POLE AND PAD

SEE SHEET C-10

REINFORCED CONCRETE SLABS TO BE REMOVED

GRAPHIC SCALE

J U

N E

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

D .d g n

C

IV

IL

D E

M O

L

IT

IO

N L

O C

A T

IO

N P

L A

N

C-01

W E

P -1

-R -0

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

TO NEW DESIGN GRADE AS SEEN ON SHEET C-07

EXISTING STEEL SHEET PILES TO BE CUT

NEW CONCRETE FLUME.

PLAN PRIOR TO THE CONSTRUCTION OF THE

WITH CONTRACTORS DRAINAGE / PIPING

CONTRACTOR TO PHASE REMOVAL IN CONJUNCTION

EXISTING DRAINAGE FLUME TO BE REMOVED. SEE SHEET C-01

100 L.F. GUARDRAIL TO BE REMOVED

SEE SHEET C-02

100 L.F. GUARDRAIL TO BE REMOVED

STEEL SHEET PILE WALL. SEE SHEET C-02

THE INSTALLATION OF TEMPORARY

STEEL SHEET PILE TO BE PULLED FOR

60'30'030'

"A"

20'10'010'

"B"

J U

L Y

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/5 /2

R P

N

D W

A L L S -C

F

A .d g n

C

IV

IL

P H

A S

E I R

IG

H T T

E M

P O

R A

R Y C

O F F

E R

D A

M A

N D A

C C

E S

S

W E

P -1

-R -0

C-01A

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

A

JOSE DE DIEGO EXPRESSWAY - SOUTHBOUND LANES

CROSS SECTIONA

C-01

CROSS SECTIONB

C-01

C-01

A

EXISTING GRADE

EXISTING GRADE

F A

C E

F A

C E

PHASE I STEEL SHEET PILE

PHASE I STEEL SHEET PILE

PHASE I STEEL SHEET PILE

EXISTING RIPRAP

EXISTING RIPRAP TO BE REMOVED AND STORED.

LEGEND

NOTES:

TIP EL -40.0 TIP EL -40.0

TIP EL -40.0

SCALE: A

SCALE: B

SCALE: B

(ESTIMATED, SEE NOTE # 2)(ESTIMATED, SEE NOTE # 2)

(ESTIMATED, SEE NOTE # 3)

30'

ACCESS OPT "A"

TEMPORARY CONSTRUCTION

REMOVE GUARDRAIL FOR

AZ 30-750

AZ 30-750

AZ 30-750

TOP OF STEEL SHEET PILE

EL. 9.0

TOP OF STEEL SHEET PILE

EL. 7.0

SEE NOTE 5

STRUCTURE

GRADE CONTROL

EXISTING SHEET PILE

TO A MAXIMUM EL. 3.0'

ADDITIONAL STEEL SHEET PILE. FILL

WORKING PLATFORM TO DRIVE

SHEET PILE AS NEEDED TO PROVIDE

BACKFILL BEHIND DRIVEN STEEL

M

IN

EXISTING GUARDRAIL

NEW RIPRAP

SHEET PILE WALLS.

OF 7.0 FEET IN GAP BETWEEN OPTION A AND OPTION C

5. CONTRACTOR TO MAINTAIN MINIMUM GRADE ELEVATION

BRIDGE CONSTRUCTION.

AUTHORITY STANDARD SPECIFICATIONS FOR ROAD AND

PER PUERTO RICO HIGHWAY AND TRANSPORTATION

4. TEMPORARY AND PERMANENT ROADWAY IMPROVEMENTS

DRAINAGE INTO CHANNEL

3. TEMPORARY SHEET PILE SHALL ALLOW SURFACE WATER

100' SEE NOTE # 1

ELEVATION VARIES

CHANNEL WATER

TEMPORARY SHEET PILE WALL PLAN

EXISTING GUARDRAIL

PROVIDED BY THE CONTRACTOR.

CONFLUENCE WALL SHALL BE DESIGNED AND

BRIDGE-CHANEL WALLS AND MARGARITA CHANNEL

PILES SECTIONS AT THE BENTS AND TO DE DIEGO

EXPENSE. THE CONNECTION BETWEEN THE SHEET

FOR REVIEW AND SHALL BE AT THE CONTRACTOR’S

ALIGNMENT SHALL BE SUBMITTED TO THE GOVERNMENT

ON THE TEMPORARY SHEET PILE DESIGN AND

OF 500 POUNDS PER SQUARE FOOT. ANY VARIATION

EXCEEDS A UNIFORM APPLIED SURCHARGE LOAD

THE DRAWINGS OR IF THE CONSTRUCTION EQUIPMENT

ALIGNMENT OF THE SHEET PILE FROM PRESENTED ON

SHEET PILE IF ANY VARIATION OCCURS ON THE

RESPONSIBLE FOR THE DESIGN OF THE TEMPORARY

OF 0.43 INCHES. THE CONTRACTOR SHALL BE

SECTION MODULUS, S=55.90 IN^3/FT AND THICKNESS

FOLLOWING MINIMUM REQUIREMENTS: ELASTIC

HOT-ROLLED SHEET PILE SECTION THAT MEETS THE

CONTRACTOR HAS THE OPTION TO USE OTHER

PARAGRAPH TEMPORARY SHEET PILE DESIGN. THE

AND SHEET PILE SECTION MEETS SECTION 31 41 16,

DRAWINGS IS A LONG LEAD ITEM. THE TIP ELEVATION

2. TEMPORARY SHEET PILE SECTIONS SHOWN ON THE

DURING PHASE IV RESTORATION.

CONTRACTOR, NEW GUARDRAIL TO BE INSTALLED

1. 100' +/- EXISTING GUARDRAIL TO BE REMOVED BY

ELEVATION VARIES

CHANNEL WATER

OPT "A' OPT "A'

OPT "A'

OPT "A'

JOSE DE DIEGO EXPRESSWAY BRIDGE

N 214,979.8

E 621,926.3

N 215,296.5

E 622,173.7

N 215,302.5

E 622,223.7

STEEL SHEET PILE - FACE

N 214,934.9

E 621,891.2

B

C-01

N 214,849.22

E 621,846.24

R=270'

TOP EL 9.0

N 214,849.2

E 621,846.2

TOP EL 7.0

TOP EL 7.0

TOP EL 7.0 TOP EL 7.0

TOP EL 7.0

73'

R=38'

STEEL SHEET PILE - FACE OPT "A'

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "C"

STEEL SHEET PILE - FACE OPT "C"

N 215,100.2

E 622,020.3

TOP EL 7.0

RIPRAP OPT "C'

O P

T

C

R

IP

-R

A P

N 214,749.3

TOP EL 9.0

E 621,839.6

CONTRACTOR TO BE APPROVED BY COR

TO BRIDGE ABUTMENT DESIGNED BY

TEMPORARY SHEET PILE CONNECTION

JOSE DE DIEGO EXPRESSWAY

EDGE OF ASPHALT

N 214,839.70 E 621,827.94

N 214,752.42

E 621,819.41

R=285'

TOP EL 9.0

TOP EL 9.0

N 215,240.3

Elev. 9.1

E 622,211.6

N 215,229.7

Elev. 9.5

E 622,228.7

FLUME

EXISTING CONCRETE

N 215,142.5

Elev. 10.5

E 622,161.4

N 215,167.8

EL. 10.1

E 622,159.5R =2

.2

E 621,850.4

N 214,795.4

OPT "A"

N 214,754.8

E 621,849.3

TEMPORARY ACCESS ROAD

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "A"

STEEL SHEET PILE - FACE OPT "A"

ROAD TOE

ACCESS

TEMPORARY PLACE TEMPORARY CONC BARRIER WALLS

STEEL SHEET PILE - FACE OPT "C"

1V:3H

SLOPE

1V:10H

SLOPE

1V:10H

SLOPE

TOP OF STEEL SHEET PILE

EL. 12.0

SEE NOTE 5

N 214,562.0

E 621,674.2

N 214,556.9

E 621,669.3

EXISTING GRADE

MARGARITA CONFLUENCE WALL

A 60'30'030'

NOTES:

B

20'10'010'

OVERHEAD UTILITIES

OVERHEAD UTILITIES

BRIDGE CONSTRUCTION.

AUTHORITY STANDARD SPECIFICATIONS FOR ROAD AND

PER PUERTO RICO HIGHWAY AND TRANSPORTATION

3. TEMPORARY AND PERMANENT ROADWAY IMPROVEMENTS

PROVIDED BY THE CONTRACTOR.

CONFLUENCE WALL SHALL BE DESIGNED AND

BRIDGE-CHANEL WALLS AND MARGARITA CHANNEL

PILES SECTIONS AT THE BENTS AND TO DE DIEGO

EXPENSE. THE CONNECTION BETWEEN THE SHEET

FOR REVIEW AND SHALL BE AT THE CONTRACTOR’S

ALIGNMENT SHALL BE SUBMITTED TO THE GOVERNMENT

ON THE TEMPORARY SHEET PILE DESIGN AND

OF 500 POUNDS PER SQUARE FOOT. ANY VARIATION

EXCEEDS A UNIFORM APPLIED SURCHARGE LOAD

THE DRAWINGS OR IF THE CONSTRUCTION EQUIPMENT

ALIGNMENT OF THE SHEET PILE FROM PRESENTED ON

SHEET PILE IF ANY VARIATION OCCURS ON THE

RESPONSIBLE FOR THE DESIGN OF THE TEMPORARY

OF 0.43 INCHES. THE CONTRACTOR SHALL BE

SECTION MODULUS, S=55.90 IN^3/FT AND THICKNESS

FOLLOWING MINIMUM REQUIREMENTS: ELASTIC

HOT-ROLLED SHEET PILE SECTION THAT MEETS THE

CONTRACTOR HAS THE OPTION TO USE OTHER

PARAGRAPH TEMPORARY SHEET PILE DESIGN. THE

AND SHEET PILE SECTION MEETS SECTION 31 41 16,

DRAWINGS IS A LONG LEAD ITEM. THE TIP ELEVATION

2. TEMPORARY SHEET PILE SECTIONS SHOWN ON THE

PHASE IV CONSTRUCTION.

CONTRACTOR, NEW GUARDRAIL TO BE INSTALLED IN

1. EXISTING GUARDRAIL TO BE REMOVED AS NEEDED BY

DESIGN GRADE

A

C-02

CROSS SECTION

SCALE: A

LEGEND

SCALE: B

FILL

THE PROJECT SPECIFICATION

AND STORED, OR RE-USED IF IT MEETS

EXISTING RIPRAP TO BE REMOVED

MIN.

EXISTING RIPRAP TO REMAIN

TEMPORARY SHEET PILE WALL PLAN

SHEET PILE WALL.

ACCOMMODATE PHASE I TEMPORARY

MAY NEED TO BE REMOVED BY CONTRACTOR TO

EXISTING SHEET PILE, FIELD VERIFY, PORTIONS

D E D

IE

G O E

X P R E S S

W A Y

STEEL SHEET PILE - FACE

STEEL SHEET PILE - FACE

16'

J U

L Y

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

P H

A S

E I L

E F

T T

E M

P O

R A

R Y C

O F F

E R

D A

M A

N D A

C C

E S

S

C-02

N 214,913.2

E 621,651.5

A

C-02

A

C-02

PHASE I ACCESS ROAD

CONTRACTOR TO BE APPROVED BY COR

TO BRIDGE ABUTMENT DESIGNED BY

TEMPORARY SHEET PILE CONNECTION

W E

P -1

-R -0

CHANNEL WATER ELEVATION VARIES

3EL 19.0 TO 9.8

ACCESS ROAD TOP

GRADE AFTER EXISTING RIPRAP REMOVAL

AZ 30-750

STEEL SHEET PILE

(ESTIMATED, SEE NOTE # 2)

TOP OF EXISTING RIPRAP

TIP EL -40.0

EL 9.0'

AZ 30-750

TOP STEEL SHEET PILE

4'

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

N

N 214,826.5

Elev. 9.8

E 621,558.3

'05=R

'66=R

N 214,797.6

Elev. 9.8

E 621,555.1

N 214,821.3

Elev. 9.8

E 621,573.4

N 214,672.7

Elev. 13.9

E 621,569.3

N 214,520.4

Elev. 19.0

E 621,544.3

N 214,489.4

E 621,510.3

N 214,554.9

Elev. 19.0

E 621,597.3

N 214,518.4

Elev. 22.2

E 621,637.9

EXISTING RIPRAP

EXISTING SHEET PILE GRADE CONTROL STRUCTURE

WEST SIDE DE DIEGO EXPRESSWAY BRIDGE

ACCESS

CONSTRUCTION

TOE ACCESS ROAD

STEEL SHEET PILE - FACE

N 214,908.4

E 621,656.8

STEEL SHEET PILE - FACE

TOE ACCESS ROAD

N 214,799.4

SEE NOTE # 1.

EXISTING GUARDRAIL RAIL

Elev. 9.8

E 621,571.0

B

20'10'010'

A 60'30'030'

EL 6.5'

TOP CAP BEAM

EL 10.0'

TOP PARAPET

EL 6.5'

TOP CAP BEAM

EL 10.0'

TOP PARAPET

DRILLED SHAFT WALLDRILLED SHAFT WALL

EL 7.0' MIN.

TOP EXCAVATION

FILL

EXISTING ASPHALT PAVEMENT

TEMPORARY ACCESS ROAD TO ABUT

JOSE DE DIEGO EXPRESSWAY

7.5'

L

EL 3.0'

PHASE I GRADE

DESIGN GRADE

EXISTING GRADE

DESIGN GRADE

22.5'

NOTES:

7.5' 7.5'

L

7.5'

3EL 3.0'

WORK PLATFORM

WALL AND

TOP DRILLED SHAFT

WORK PLATFORM

WALL AND

TOP DRILLED SHAFT

C D

R

IL

L E

D S

H A

F T W

A L L

C D

R

IL

L E

D S

H A

F T W

A L L

EXISTING GUARDRAIL

C

IV

IL

C-03

J U

L Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

A B

C-03 C-03

CROSS SECTION CROSS SECTION

C-09

A N

D W

A L

L P

L A

C E

M E

N T

P H

A S

E I I

R

IG

H T W

O R

K P

L A

T F

O

WORK PLATFORM WORK PLATFORM

WORK PLATFORM AND WALL PLACEMENT PLAN

SCALE: B SCALE:B

SCALE: B

SYSTEM IS IN PLACE

THROUGHOUT CONSTRUCTION UNTIL THE NEW CONCRETE FLUME CONVEYANCE

3. CONTRACTOR TO PROVIDE TEMPORARY STORM WATER DRAINAGE / PIPING

PARAPET

2. SEE STRUCTURAL DRAWINGS FOR DETAILS FOR CONCRETE WALL, CAP BEAM, AND

BY THE C.O. THE WORK PLATFORM WILL BE REMOVED.

PARAPET. ONCE WALL, CAP BEAM, AND PARAPET ARE INSTALLED AND APPROVED

AND FORM WORK NEEDED FOR THE CONSTRUCTION OF THE WALL, CAP BEAM AND

PLATFORM WILL BE DESIGNED BY THE CONTRACTOR TO SUPPORT THE EQUIPMENT

PLATFORM FOR THE CONSTRUCTION OF THE DRILLED SHAFT WALL. THE WORK

1. WORK PLATFORM TOP IS SET AT ELEVATION 3.0 AND IS to BE USED AS A WORK

PHASE I TEMPORARY SHEET PILE WALL

SHEET PILE WALL

PHASE I TEMPORARY

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

N 215,090.9

CONCRETE TRAFFIC BARRIER

E 622,224.6

L

N 214,930.3

E 621,897.1

L

N 214,754.6

E 621,841.8

L

L

C DRILLED SHAFT WALL

C DRILLED SHAFT WALL

C DRILLED SHAFT WALL

TOP OF CUT

A

A B

B

C-03 C-03

C-03

LTOP OF CUT C DRILLED SHAFT WALL

LIMITS

WORK PLATFORM

N 214,970.6

E 621,938.1

END OPT "A" START OPT "B"

BRIDGE

EXPRESSWAY

JOSE DE DIEGO

EAST SIDE

GRADE CONTROL STRUCTURE

EXISTING SHEET PILE

DRILLED SHAFT WALL, CAP BEAM AND PARAPET PHASE I TEMPORARY SHEET PILE WALL

JOSE DE DIEGO EXPRESSWAY

EDGE OF ASPHALT

C-03

PHASE I TEMPORARY SHEET PILE

CHANNEL SIDE WORK PLATFORM

N 215,295.1

L

N 215,289.5

E 622,177.7

C DRILLED SHAFT WALL

END OPT "B" START OPT "C"

E 622,032.1

R=262.5 C DRILLED SHAFT WALL

(SEE NOTE 3)

TO BE REMOVED

EXISTING FLUME

CAP BEAM, AND PARAPET

PHASE II DRILLED SHAFT WALL, PHASE I TEMPORARY SHEET PILE WALL

MARGARITA CONFLUENCE WALL

CONSTRUCTION ACCESS

ACCESS ROAD

OVERHEAD UTILITIES

WALL

CONFLUENCE

MARGARITA

EXISTING SHEET PILE STRUCTURE

GRADE CONTROL

EXISTING SHEET PILE

L

DESIGN GRADE

C D

R

IL

L E

D S

H A

F T W

A L L

GRADE

PHASE 1 DESIGN

A

C-04

CROSS SECTION

L

SCALE: B

NOTES:

WALL, CAP BEAM, AND PARAPET

2. SEE STRUCTURAL DRAWINGS FOR DETAILS FOR CONCRETE

WORK PLATFORM WILL BE REMOVED.

AND PARAPET IS INSTALLED AND APPROVED BY THE C.O.R. THE

THE WALL, CAP BEAM AND PARAPET. ONCE WALL, CAP BEAM,

AND FORM WORK NEEDED FOR THE CONSTRUCTION OF

DESIGNED BY THE CONTRACTOR TO SUPPORT THE EQUIPMENT

OF THE DRILLED SHAFT WALL. THE WORK PLATFORM WILL BE

TO BE USED AS A WORK PLATFORM FOR THE CONSTRUCTION

1. WORK PLATFORM TOP IS SET AT ELEVATION 3.0 AND IS

WORK PLATFORM AND WALL PLACEMENT PLAN

SCALE: A

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

D E D

IE

G O E

X P R E S S

W A Y

N 214,904.7

E 621,649.5

L

N 214,558.1

E 621,666.9

LC DRILLED SHAFT WALL

C DRILLED SHAFT WALL

A

C-04

A

C-04

J U

L Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

A N

D W

A L

L P

L A

C E

M E

N T

P H

A S

E I I L

E F

T W

O R

K P

L A

T F

O

C-04

A

C-04

7.5'

EL 10.0'

TOP PARAPET

EL 6.5'

TOP CAP BEAM

7.5'

EL 3.0'

2% MIN.

WORK PLATFORM

WALL AND

TOP DRILLED SHAFT

FILL

ACCESS AREA

EXPRESSWAY BRIDGE

WEST END OF DE DIEGO

TOP OF FILL

WORK PLATFORM

LIMITS

WORK PLATFORMC DRILLED SHAFT WALL

OVERHEAD UTILITIES

SHEET PILE WALL

PHASE I TEMPORARY

2" PVC DRAIN PIPE

FACE DRILLED SHAFT WALL

6"

FABRIC TO 2" PVC DRAIN PIPE

STAINLESS STEEL HOSE CLAMP GEOTEXTILE

EL 5.0

BOTTOM DRAINAGE TRENCH

EL 0.0

TOP #57 CLEAN STONE

EL 6.0

TOP SAND BACK FILL

SEE NOTE # 1

DRAIN INVERT

EL 3.0

6"

GEOTEXTILE FABRIC

12" SAND BACK FILL

#57 STONE

GEOTEXTILE FABRIC TO WRAP 2" PVC DRAIN PIPE

DRILLED SHAFT WALL

N

60'30'030'

A 60'30'030'

C

10'5'05'

B 15'7.5'07.5'

EL 6.5'

TOP CAP BEAM

DRAINAGE TRENCH

3'

NOTES:

DESIGN GRADE

PARAPET

WALL, CAP BEAM, AND

PHASE II DRILLED SHAFT

TO FINAL DESIGN GRADE.

THROUGH CONSTRUCTION BERM AND REMOVE PRIOR

2. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE

2" PVC DRAIN THROUGH DRILLED SHAFT WALL.

1. SEE STRUCTURAL DRAWINGS FOR LOCATION OF

MIN. EXCAVATION

EL 2.5'

SHEET PILE WALL

PHASE I TEMPORARY

JOSE DE DIEGO EXPRESSWAY

PHASE II GRADE

L

C D

R

IL

L E

D S

H A

F T W

A L L

C

IV

IL

C-05

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

A

C-05

CROSS SECTION

C-05

M A

Y

P H

A S

E I

II

R

IG

H T D

R A

IN

A G

E T

R E

N C

H

PHASE II GRADE

WALL DRAINAGE PLAN

SCALE: A

SCALE: B

DETAIL

SCALE: C

C-05

C-05

DETAIL

N.T.S.

C-05

3 MIN.

3 MIN.

C-09

FILL

SHEET PILE WALL

PHASE I TEMPORARY

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

N 214,967.5

END OPT "A" START OPT "B"

E 622,036.1

JOSE DE DIEGO EXPRESSWAY BRIDGE

A

A

C-05

C-05

L

PHASE II TOP OF CUT PHASE II WORK PLATFORM

PHASE II TOP OF CUT

DRAINAGE TRENCH BOTTOMPHASE II DRILLED SHAFT WALL, CAP BEAM, AND PARAPET

TOE DRAINAGE TRENCH BERM

SEE NOTE 2.

CONSTRUCTION BERM

PHASE II C DRILLED SHAFT WALL

GRADE CONTROL STRUCTURE

EXISTING SHEET PILE

PHASE I TEMPORARY SHEET PILE WALL

JOSE DE DIEGO EXPRESSWAY

EDGE OF ASPHALT

DRAINAGE TRENCH TOP

END OPT "B" START OPT "C"

E 621,942.0

N 215,087.9

2" PVC DRAIN PIPE

FACE DRILLED SHAFT WALL

6"

FABRIC TO 2" PVC DRAIN PIPE

STAINLESS STEEL HOSE CLAMP GEOTEXTILE

GEOTEXTILE FABRIC TO WRAP 2" PVC DRAIN PIPE

NOTES:

FINAL DESIGN GRADE.

THROUGH CONSTRUCTION BERM AND REMOVE PRIOR TO

2. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE

THROUGH DRILLED SHAFT WALL.

1. SEE STRUCTURAL DRAWINGS FOR LOCATION OF DRAIN

DETAIL

N.T.S.

C-06

C-06

60'30'030'

A 60'30'030'

C

10'5'05'

B 15'7.5'07.5'

TOP SAND BACKFILL

6"

N

EL 5.0

BOTTOM DRAINAGE TRENCH

EL 0.0

TOP #57 CLEAN STONE

EL 6.0

TEMPORARY SHEET PILE WALL

PHASE I STEEL

MARGARITA CONFLUENCE WALL

CONSTRUCTION ACCESS

OVERHEAD UTILITIES

WALL

CONFLUENCE

MARGARITA

EXISTING SHEET PILE

A

C-06

CROSS SECTION

SCALE: A

SCALE: B

M A

Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

P H

A S

E I

II

L

E F

T D

R A

IN

A G

E T

R E

N C

H

C-06

WALL DRAINAGE PLAN

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

GEOTEXTILE FABRIC

12" SAND BACK FILL

DRILLED SHAFT WALL

D E D

IE

G O E

X P R E S S

W A Y

C-06

DETAIL

SCALE: C

A

C-04

A

C-06

A

C-06

ACCESS AREA

PHASE I

EL 6.5'

TOP CAP BEAM

DRAINAGE TRENCH

3'

EL 2.5'

MIN. EXCAVATION

DESIGN GRADE

SEE NOTE 2.

CONSTRUCTION BERM

L

3 MIN

3 MIN.

C D

R

IL

L E

D S

H A

F T W

A L L

PHASE II GRADE PHASE II GRADE

C-06

SEE NOTE # 1

DRAIN INVERT

EL 3.0

#57 STONE

DE DIEGO EXPRESSWAY BRIDGE

PHASE I ACCESS ROAD

PHASE II TOP OF FILL

PHASE II WORK PLATFORM

DRAINAGE TRENCH BOTTOM

DRAINAGE TRENCH TOP TOE DRAINAGE TRENCH BERM

SHAFT WALL

PHASE II DRILLED

OVERHEAD UTILITIES

PHASE II DRILLED SHAFT WALL

STRUCTURE

GRADE CONTROL

EXISTING SHEET PILE

AGGREGATE BASE COURSE.

6" MIN. GRADED CRUSHED

15' MAINTENANCE ACCESS ROAD

N

60'30'030'

C

20'10'010'

B 015' 30'

A B

C D

A -N

A N

J U

L Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

P H

A S

E I

V R

IG

H T R

E S

T O

R A

T

IO

N

C-07

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

CROSS SECTIONA

C-07

CROSS SECTIONC

C-07

CROSS SECTIOND

C-07

DESIGN GRADE

DESIGN GRADE

DESIGN GRADE

DESIGN GRADE MATCH EXISTING

NOT TO EXCEED EL 2.5

5'

EL 5.8 INTERCEPTOR

DITCH BOTTOM

EL 5.8 INTERCEPTOR

DITCH BOTTOM

FINAL RESTORATION PLAN

C-07

B

CROSS SECTIONB

C-07

CROSS SECTIONE

C-07

SCALE: C

SCALE: C

DESIGN GRADE

SCALE: B SCALE: B SCALE: B

SCALE: A

AGGREGATE BASE COURSE.

6" MIN. GRADED CRUSHED

14.75' MAINTENANCE ACCESS ROAD

AGGREGATE BASE COURSE.

6" MIN. GRADED CRUSHED

15' MAINTENANCE ACCESS ROAD

AGGREGATE BASE COURSE.

6" MIN. GRADED CRUSHED

15' MAINTENANCE ACCESS ROAD

@ EXISTING ROAD

MATCH EXISTING GRADE

5'

TO DRILLED SHAFT WALL

DESIGN GRADE ADJACENT

TO DRILLED SHAFT WALL

DESIGN GRADE ADJACENT

100'

EL 2.5 MAX

EL 2.5 MAX

GRADE

PHASE III

PHASE III GRADE

PHASE III GRADE

PHASE III GRADE

AGGREGATE BASE COURSE.

6" MIN. GRADED CRUSHED

VARIES, MAINTENANCE ACCESS

PILE WALL TO BE REMOVED

PHASE I TEMPORARY SHEET

N 214,952.0

Elev. 2.0

E 621,846.8

N 215,012.1

Elev. 2.0

E 621,893.2

TOE DESIGN BENCH

PHASE I STEEL SHEET PILE

Elev. 6.5

E 621,862.4

N 214,808.3

E 622,227.3

N 215,272.5

END INTERCEPTOR DITCH

E 621,867.4

N 214,807.9

BEGIN INTERCEPTOR DITCH

N 215,437.7

Elev. 6.5

E 622,365.0

'062=R

C-07

E N 214,754.7

Elev. 6.5

E 621,844.6

16' VEHICLE GATE

N 214,783.6

Elev. 6.6

E 621,848.3

C

C-07

C

C-07

N 215,427.6

Elev. 6.8

E 622,376.1

'5 2=R

'542=R

PHASE II DRILLED SHAFT, CAP, AND PARAPET

N 214,919.4

Elev. 6.8

E 621,911.1 Elev. 6.8

E 622,180.8

N 215,264.5

Elev. 6.8

E 622,197.5

N 215,274.0

Elev. 6.8

E 622,226.8

N 215,277.5

N 215,290.3

Elev. 6.8

E 622,251.7

RIPRAP EMBEDED 3'

FROM GATE TO PROPOSED

PLACE 12L.F. OF GUARDRAIL,

GUARD RAIL

FROM GATE TO EXISTING

PLACE 21 L.F. OF GUARDRAIL,

D

C-07

D

C-07

PHASE IV RIPRAP

C-07

A

TO BE REMOVED

PHASE I TEMPORARY SHEET PILE

BEAM, AND PARAPET WALL

PHASE II DRILLED SHAFT WALL, CAP BEAM, AND PARAPET WALL

PHASE II DRILLED SHAFT WALL, CAP

BEAM, AND PARAPET WALL

PHASE II DRILLED SHAFT WALL, CAP

BEAM, AND PARAPET WALL

PHASE II DRILLED SHAFT WALL, CAP

EXISTING

MATCH

GRADE

DESIGN

TO BE REMOVED

TEMPORARY SHEET PILE WALL

PHASE I

MATCH HIGHWAY SHOULDER

1% TO EXISTING GRADE

2% 2%

1% 2% 2%

2%

REPLACE GUARDRAIL

N 214,809.4

N 215,292.4

Elev. 6.5

E 622,225.0

N 215,300.4

Elev. 6.5

E 622,240.6

END OPT "B" START OPT "C"

GUARDRAIL

EXISTING

BOTTOM

INTERCEPTOR DITCH

Elev. 6.5

E 621,856.8

EXISTING RIPRAP TO BE REMOVED

LEGEND

N 214,961.2

E 621,950.1

END OPT "A" START OPT "B"

DESIGN GRADE. 36L.F. +/-

TO BE CUT AT NEW

CONTROL STRUCTURE

SHEET PILE GRADE

N 215,081.6

E 622,044.1

ACCESS ROAD

MAINTENANCE

'0 4=

R '5 2=

R

NEW RIPRAP

A

5'

EL 5.8 INTERCEPTOR

DITCH BOTTOM

DESIGN GRADE

RIPRAP TO REMAIN

REMOVE RIPRAP ABOVE DESIGN GRADE AS NEEDED

PHASE I TEMPORARY SHEET PILE WALLTO BE REMOVED

B 015' 30'

MARGARITA CONFLUENCE WALL

EXISTING SHEET PILE

M A

Y

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

P H

A S

E I

V L

E F

T R

E S

T O

R A

T

IO

N

C-08

A

C-08

CROSS SECTION B

C-08

CROSS SECTION

FINAL RESTORATION PLAN

A

SCALE: A

SCALE: B SCALE: B

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

EL 6.8

MAINTENANCE ACCESS ROAD

VARIES

EL 6.8

MAINTENANCE ACCESS ROAD

COURSE

AGGREGATE BASE

6" MIN. GRADED CRUSHED

16' ACCESS ROAD, ADD

COURSE

AGGREGATE BASE

6" MIN. GRADED CRUSHED

15' ACCESS ROAD,

EXISTING GRADE. NOT TO EXCEED EL 1.5'

DESIGN GRADE TO MATCH

AND PARAPET WALL

SHAFT WALL, CAP BEAM,

PHASE II DRILLED

AND PARAPET WALL

SHAFT WALL, CAP BEAM,

PHASE II DRILLED

EXISTING GRADE. NOT TO EXCEED EL 1.5

DESIGN GRADE TO MATCH

FILL

FILL

WALL TO BE REMOVED

TEMPORARY SHEET PILE

PHASE I

WALL TO BE REMOVED

PHASE I TEMPORARY SHEET PILE

D E D

IE

G O E

X P R E S S

W A Y

N 214,557.2

N 214,684.6

Elev. 6.8

E 621,642.8

A

C-08

B

C-08

A

C-08

B

C-08

AGGREGATE BASE COURSE

6" MIN. GRADED CRUSHED

60.7' MAINTENANCE ACCESS ROAD

R

R 25'

R =25'

R

DESIGN GRADE

DESIGN GRADE

AGGREGATE BASE COURSE

6" MIN. GRADED CRUSHED

15' MAINTENANCE ACCESS ROAD.

ACCESS ROAD

MAINENANCE

MATCH TOP EXISTING

BASE COURSE

CRUSHED AGGREGATE

ROAD, ADD 6" MIN. GRADED

MAINTENANCE ACCESS

PHASE III GRADE PHASE III GRADE

EXPRESSWAY BRIDGE

WEST END OF DE DIEGO

PHASE I ACCESS ROAD

N 214,518.4

N 214,524.9

N 214,530.8

N 214,554.9

N 214,558.0

N 214,744.0

N 214,707.3 N 214,722.0

N 214,897.4

N 214,897.6

Elev. 15.0

E 621,652.8

Elev. 20.0

E 621,644.1

Elev. 22.2

E 621,637.9

Elev. 19.0

E 621,597.3 Elev. 10.3

E 621,606.6 Elev. 10.1

E 621,604.9

Elev. 11.6

E 621,577.3

Elev. 6.5

E 621,644.5

Elev. 6.5

E 621,647.3

N 214,674.5

Elev. 13.9

E 621,585.2

PHASE II DRILLED SHFT WALL

N 214,708.2

Elev. 9.3

E 621,615.0

N 214,749.4

Elev. 6.8

E 621,639.5

N 214,723.3

Elev. 8.9

E 621,617.3

N 214,881.3

15' ACCESS ROAD

Elev. 6.5

E 621,665.2

PRIOR TO CONSTRUCTION

IN SAME LOCATION AS

PLACE NEW GUARDRAIL

GATE

16' VEHICLE

OVERHEAD UTILITIES

OVERHEAD UTILITIES

WALL

CONFLUENCE

MARGARITA

Elev. 6.8

E 621,649.2

Elev. 6.8

E 621,632.9

CONTROL STRUCTURE

SHEET PILE GRADE

EXISTING

NOTES:

(BEDDING STONE)

9" MIN. - #57 STONE

EXISTING GRADE

BACKFILL

19"X30" ERCP

B E

D D

IN

G S

T O

N E (T

Y P

M

IN

UNTIL THE NEW CONCRETE FLUME CONVEYANCE SYSTEM IS IN PLACE.

2. CONTRACTOR TO PROVIDE TEMPORARY STORM WATER DRAINAGE / PIPING THROUGHOUT CONSTRUCTION

FLUME.

1. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 5' O.C. MAXIMUM SPACING ALONG CONCRETE

6"

TOP EL. 6.5'

INV. EL. 3.6'

EXISTING GRADE

EXISTING GRADE

INLET / PIPE

SECTION 712-6

ROAD AND BRIDGE CONSTRUCTION

PRHTA STANDARD SPECIFICATIONS FOR

2-30"X48" TRAFFIC BEARING GRATES PER

3"

2 #4

FILL

6" 3' 6"

2 1/2" 2 1/2"

6" 6"

N O

T C

H

F L

U

3'-8"

#4 @ 12" (E.W.)

#4 @ 12" (E.W.)

2-#4 (TYP)

2-#4

#4 @ 12" E.W.

EXISTING GRADE

3'

2 1/2" 2 1/2"

6" 6"3'-8"

18" 18"

FLUME NOTCH

N O

T C

H

6"

#4 @ 12" E.W.

#4 @ 12" E.W.

C

C-09

FLUME SECTIOND

C-09

#4 @ 12" E.W.

PHASE IV DESIGN GRADE

N.T.S.N.T.S. N.T.S.

FLUME TOP SECTION

N.T.S.

B

C-09

DETAIL

N.T.S.

C-03

CONCRETE FLUME

OPENING

19"X30" E.R.C.P.

E

C-09 N.T.S.

ERCP SECTION

A

C-09 N.T.S.

6" MIN. BEDDING STONE(TYP)

JOINT (TYP)

CONSTRUCTION

OPTIONAL

#4 @ 12" E.W.

#4 @ 12" E.W.

DITCH BOTTOM INLET SECTION

FLUME BOTTOM & DITCH BOTTOM INLET CONNECTION

DITCH BOTTOM INLET PLAN

CONTRACTION JOINT

AGGREGATE BASE COURSE

6" GRADED CRUSHED

M A

Y

W E

P -1

-R -0

C N

T

J .R .W

J .R .W

M .J .B

S U

B M

IT

/5 /2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

D

A

IN

A G

E D

E T

A

IL

S

C-09

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -0

#4 @ 12"

19X30 ERCP @

0.57%

TOP PHASE II WORK PLATFORM EXCAVATION

C -0

9A

N 214,810.2

E 621,859.2

EDGE OF PAVEMENT

C-

E

N 214,808.8 E 621,846.1

L .F . 1

X E

R C P .5

N 214,806.6

INV. 3.6'

E 621,860.3

C

C -09

N 214,804.4

E 621,861.0

' M

A X

(TYP)

ANGLE 21/2"X2"X1/4"

BENEATH ERCP

BEDDING STONE

TO PROVIDE 9" MIN

EXCAVATE AS NEEDED

D

C -09

TO BE REMOVED

EXISTING FLUME

N 214,777.1

E 621,869.5

PHASE III ERCP PIPE

PHASE III ERCP PIPE

CONTRACTION JOINT

CONSTRUCTION JOINT

JOINT

CONSTRUCTION

J O

IN

N T R

A C

T

IO

PHASE III STORM BOX

PHASE III - IV FLUME / PHASE III STORM BOX

PHASE III - IV FLUME

C -0

9B

FIELD FIT TO EXISTING OUTLET

F L

U M

E

C O

N C

R E

L

U M

E

C O

N C

R E

FLUME TOP EL. 16.0'

FLUME INVERT

OR FIELD FIT TO MATCH EXISTING

BEARING GRATES

2-30"X48" TRAFFIC

INV. EL. 5.5'

PHASE II DRILLED SHAFT WALL, CAP BEAM, AND PARAPET

INV. 3.5'

INV. 3.5'

-5

-5 2'

1'

2'2'

KEY-IN GEOTEXTILE

N

A 100'50'050'

RIPRAP DETAIL BASE OPTION

SCALE: B

C-10

C-10

B

20'10'010'

C-10

SCALE: B

C-10

RIPRAP DETAIL OPTION C

SECTION

SCALE: B

B

C-10

SECTION

SCALE: B

A

C-10

RIPRAP DETAIL OPTION C

SCALE: A

NOTES:

PLATE B-41 OF EM 1110-2-1601.

SLOPE FOLLOWING THE RECOMMENDATIONS PRESENTED IN

1. THE CONTRACTOR SHALL TERMINATE THE RIPRAP ALONG THE

0 0 0 00

B

C-10

SHEET PILE COFFERDAM IS REMOVED

7' ADDITIONAL RIPRAP PHASE IV, PLACED AFTER

5'

GEOTEXTILE

GEOTEXTILE

R=4'

EXPRESSWAY BRIDGE

JOSE DE DIEGO

RIPRAP

A

C-10

J U

N E

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/5 /2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

R

IP

R A

P P

L A

N

D E

T A

IL

S

A N

D S

E C

T

IO

N S

C-10

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S

GRAPHIC SCALES

p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -1

R

IP

R A P

4'

R

IP

R A P

P

IL

E C

O F F

E R

D A

M I

N S

T A

L L

A T

IO

N

R

IP

R

A P P

H A

S E I P

L A

C E

D A

F T

E R S

H E

SHEET PILE COFFERDAM IS REMOVED

7' ADDITIONAL RIPRAP PHASE IV, PLACED AFTER

IS REMOVED

SHEET PILE COFFERDAM

PHASE IV, PLACED AFTER

7' ADDITIONAL RIPRAP

SHEET PILE

EXISTING

CONTROL STRUCTURE

EXISTING SHEET PILE GRADE

PHASE I TEMPORARY SHEET PILE WALL

SHEET PILE WALL

PHASE I TEMPORARY

73'

PILE COFFERDAM INSTALLATION

RIP RAP PHASE I, PLACED AFTER SHEET

RIPRAP LIMIT EL 9.0

CAP BEAM, AND PARAPET

PHASE II DRILLED SHAFT WALL,

PHASE IV ACCESS ROAD

VARIES 4'

38'

PILE COFFERDAM INSTALLATION

RIP RAP PHASE I, PLACED AFTER SHEET

CAP BEAM, AND PARAPET

PHASE II DRILLED SHAFT WALL, PHASE IV ACCESS ROADPHASE IV INTERCEPTER DITCH

SLABS TO BE REMOVED

EXISTING CONCRETE

DITCH BOTTOM

PHASE IV INTERCEPTOR

DITCH

END OF INTERCEPTOR

EL VARIES, TIDAL EL VARIES, TIDAL

WEST CHANNEL WALL

FACE OF DE DIEGO BRIDGE

9" BEDDING STONE

EXISTING GRADE

EXISTING GRADE

9" BEDDING STONE

2.5' RIPRAP

4' RIPRAP

BACKFILL

VARIES

R

IO

P

U E R

TO

N

U E V O

MARGARITA CONFLUENCE WALL

NOTES

SOD

LEGEND

CRUSHED AGGREGATE BASE COARSE

2. SOD TO WATERS EDGE WHERE WATER IS ENCOUNTERED.

CONSTRUCTION, EXCEPT WHERE OTHERWISE NOTED.

1. SOD ALL DISTURBED AREAS WITHIN THE LIMITS OF

GRAPHIC SCALE

J U

N E

W E

P -1

-R -0

C N

T

J .R .W

M .J .B

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

R E

C O

N S

T R

U C

T

IO

N S

U R

F A

C

IN

G P

L A

N

C-11

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -1

JOSE DE DIEGO EXPRESSWAY BRIDGE

2'-0"

MIN

16'-0"

6'-0"6'-0"

2'-0"

MIN

3'(MIN)

T

IE

S 3/16"

TYP

SLOPE

3/16"

3'-0"

DIA

8-#4 EQUALLY

SPACED

3'-0"

DIA

3 12

LC

C-20

N.T.S.

GATE DETAIL

ELEVATION

C-20

N.T.S.

3'-4"

LC

CL

CL

TYP

3/16"

#3 TIE

3'-0" DIA.

HINGE DETAIL

MARK DESCRIPTION REMARKS

KEY NOTES:

6" DIA. GALV. PIPE

HEAVY DUTY HINGE

4" DIA. GALV. PIPE

8 #4 BARS

CONCRETE BASE

1/4" CAP PLATE

GALV. PLATE

2" GALV. STEEL PIPE

3 1/2" GALV. STEEL PIPE

3/8"x 4"x 9" GALV. STEEL PLATE

1/4"x 2"x 4" GALV. STEEL PLATE

OBJECT MARKER TYPE OM4-112

1 CONCRETE FILLED

2 REQ'D. MIN. RATING 500 LB. TENSION OR COMPRESSION

SCH. 40

(3" COVER)

5000 PSI

TOP AND BOTTOM

3/4" THICK

SCH. 40

SCH. 40

DRILL FOR CHAIN AND PADLOCK (SUPPLIED BY DISTRICT)

4 EACH REQ'D PER POST

18"x18" DIAMOND, RED W/ NINE 3" REFLECTORS

J U

N E

W E

P -1

-R -0

C N

T

J .R .W

J .R .W

M .J .B

S U

B M

IT

/2

/2

R P

N

D W

A L L S -C

F .d g n

C

IV

IL

G U

A R

D R

A

IL

A

N D V

E H

IC

L E G

A T

E

C-12

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D A

T E

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

R P

S O

F E

N G

IN

E E

R S

D E

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

P U

E R

T O R

IC

O

R

IO

P

U E

R T

O N

U E

V O P

R O J E

C T

C O

N T

R A

C T

D W

A L

L S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \P u e rt o R ic o \R io P u e rt o N u e v o \C o n tr a c t

D W a ll s \0

P la n s \0

C iv il \C -1

S T

E

P

S T

6'-3" = ONE SPACE

TERMINAL SECTION INTERMEDIATE POST

RAIL SPLICE

L POST

STEEL POST

14'-7' = RAIL

12'-6" = ONE SECTION

FLARED END

C

STEEL POST

STEEL BLOCK

OVERLAP 1

O C

K

Special bolts having lengths of 10" or greater shall have a thread length of not less than 2".

OVERLAP

FULL LENGTH

1̂ "

ˆ " TOL

Š

" R

3‚"

3‰"

ˆ" TOLERANCE

NEUTRAL AXIS

LC

A P

P R

O X

-0"

+1/4" -0"

+1/4"

DIRECTION OF TRAFFIC

LAP

4‚" 4‚"

2"

2"

POST BOLT

27•"

12•"

4‚"4‚" ƒ" X 2•" SLOT

2"

" 1Š"

OR

1‹"

LENGTH

THREAD

1‚"

1ƒ"

RAIL TO STEEL OFFSET BLOCK BOLT

RAIL SPLICE BOLT1‚"

2"

9•"

L

Š"

L

1•" MIN

1ƒ" MIN

APPLICATION

•"R

•"R

1˜"

FLARED END SECTION RAIL SPLICE W BEAM

GUARDRAIL DETAILS

5/8" BUTTON HEAD BOLT

HEX BOLTS AND NUTS

5/8" RECESS NUT 5/8" STEEL WASHER

SCALE: NTS

SCALE: NTS

THICKNESS

SHEET

(8 REQUIRED)

SLOT (TYP)

ž" X 1„"

STEEL BLOCK

may be used in lieu of hex nuts and hex nuts used for jam nuts.

to the requirements of ASTM A563, Grade A or better. Heavy hex nuts

Hex bolts shall conform to the requirements of ASTM A307 and hex nuts

FINISH GRADE STEEL POST

STEEL BLOCK

BLOCK ON STEEL POST

POST BOLT, SINGLE FACED GUARDRAIL TIMBER

METAL THICKNESS

¤" APPROX BASE

(4 REQUIRED)

ž" X 1„" SLOT (TYP)

END SHOE

SECTION OR

BEAM, END

APPROACH

SCALE: NTS

SCALE: NTS SCALE: NTS

SCALE: NTS

POST OFFSET BLOCK Remarks

IN OPPOSITE HOLES, TOP AND BOTTOM.

STEEL BLOCK TO POST. BOLTS ARE TO BE INSTALLED

LENGTH THREAD AND NUTS (2 REQ'D) FOR MOUNTING

†" DIA X 1•" GALV HEX HEAD BOLTS WITH…