RPN_Plans_Advertisement_Set.pdf

PDF 4 MB Posted Jul 31, 2019

Attached to: Rio Puerto Nuevo Flood Control Project, San Juan, Puerto Rico: Maintenance Dredging Rio Puerto Nuevo Channel
Solicitation number: W912EP19B0024
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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File	Type	Posted
D.01.10_Synopsis_of_Award_-_19C0038_Rio_Puerto.pdf	PDF	Sep 30, 2019
W912EP19B0024_Amend_0005.pdf	PDF	Sep 17, 2019
Abstract_of_Offers_Rio_Puerto_Dredging.pdf	PDF	Sep 12, 2019
W912EP19B0024_Amend_0004.pdf	PDF	Sep 2, 2019
W912EP19B0024_Amend_0003.pdf	PDF	Aug 28, 2019
Amendment_0002_21_Aug_19.pdf	PDF	Aug 22, 2019
19-088_RIOPUERTONUEVO_PUERTONUEVOCHANNEL_SB-34_12FEB2019-N.xyz	XYZ file	Aug 22, 2019
Amendment_0001_13Aug.pdf	PDF	Aug 13, 2019
RPN_GDR__Final_2019.pdf	PDF	Jul 31, 2019
19B0024-RPN_Dredging-SPECS-V2-RTA.pdf.pdf	PDF	Jul 31, 2019
19B0024-RPN_Dredging-SPECS-V1-RTA_31July.pdf	PDF	Jul 31, 2019

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-19-B-0024

JACKSONVILLE DISTRICT

A T L A N T I C O C E A N

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

CIVIL

G-05 CHANNEL CONTROL DATA

SHEET TITLESHEET ID

RIO PUERTO NUEVO FLOOD CONTROL PROJECT

SAN JUAN, PUERTO RICO

MAINTENANCE DREDGING

G-01

-R

P N

M D

-G

I0 c o v e r.

d g n

G E

N E

R A

C O

V E

R A

N D S

H E

E T I

N D

E X

E S T A D O L I B R E A S O C I A D O D E P U E R TO R I C O

C O M M O N W E A L T H O F P U E R T O R I C O

BAHIA DE PUERTO NUEVO

BAHIA DE SAN JUAN

CATANO PUEBLO

CIUDAD DE SAN JUAN

R I O

P U E R T O

N U E V O

R I O M A R G A R I T A

NOT TO SCALE

TERMS, ABBREVIATIONS AND GENERAL SYMBOLOGY

PROJECT LOCATION AND VICINITY MAP

TYPICAL CROSS SECTIONS

C-05 DISPOSAL PLAN - ODMDS

DREDGING PLAN AND PROFILE - STA. 0+00 TO STA. 31+00

DREDGING PLAN AND PROFILE - STA. 31+00 TO STA. 62+00

DREDGING PLAN AND PROFILE - STA. 62+00 TO STA. 88+26

PROJECT OVERVIEW

LIMITS

PROJECT

JULY 2019

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®of Engineers

US Army Corps

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-B -0

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio Puerto Nuevo\Puerto Nuevo MD FY19\080 - Plans\01 General\G-01

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FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

400'0 200'20' 40'0

S-56 S-56

S-76

GENERAL NOTES

GENERAL SYMBOLOGY

G E

N E

R A

G-02

LEGEND - NAVIGATION

VB-JH99-22 IDENTIFIER

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

PID AF31

T E

R M

A B

B R

E V

N S A

N D

DISCIPLINE DESIGNATOR

G E

N E

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Y M

B O

L O

G Y

ELEVATION AND LOCATION

1 ACCEPTANCE SECTION

PROJECT CHANNEL

DREDGING AREAS

TIDE STAFF

BOUNDARY LINE (SEE NOTE 5.)

49.5

DREDGING EXCLUSION AREAS

ODMDS BOUNDARY AREA

-C

H M

D -G

I0 .d g n

SURVEY NOTES - CHANNEL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

TITLE

PLAN VIEW

HORIZONTAL AND VERTICAL CONTROL MONUMENT

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF TANGENT

POINT OF END

POINT OF BEGINNING

PERMANENT IDENTIFIER

POINT OF INFLECTION

POINT OF CURVE

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

LINEAR FOOT/FEET

HORIZONTAL

FOOT/FEET

EXISTING

ENVIRONMENT

ELEVATION

DRAWING

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

BOULEVARD

APPROXIMATE

VERT

USCG

USC

USACE

TYP

TOS

STA

RGE

RFI

POE

POB

PID

ODMDS

N.T.S.

NOAA

NGVD29

NAVD88

NAD 83

HORIZ

ENV

EL / ELEV

DWG

D/B

COR

CHN.

BLVD

APPROX

SURVEY NOTES - ODMDS

WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 1 JAN 02.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL AND QUALITY

BE USED FOR NAVIGATION.

DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS NOT TO

INDICATING GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE

OF SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS

10. THE INFORMATION DEPICTED IN THESE DRAWINGS REPRESENTS THE RESULTS

ACCURACY WAS WITHIN MANUFACTURER'S SPECIFICATIONS.

9. STANDARD FIELD CALIBRATIONS FOR ALL EQUIPMENT WAS PERFORMED, RESULTING

VESSEL: RENTAL

BENCH MARK: SJH-44 AND 975 5371 A TIDAL

LOCATION OF TIDE STAFF: 975 5371 A TIDAL, COAST GUARD AREA

SOUNDER: KNUDSEN 320M WITH A 200KHZ HIGH FREQUENCY TRANSDUCER

POSITIONING AND TIDE INFORMATION: TRIMBLE RTK 5700 SYSTEM

8. EQUIPMENT & HYDRO SURVEY INFORMATION:

OF OCTOBER 2007.

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

BY PLUS SIGN (+).

6. ALL ELEVATIONS ARE BELOW THE REFERENCE PLANE UNLESS PRECEDED

DATUM.

5. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW)

4. STATIONING REFERS TO CENTERLINE OF CHANNEL EXCEPT FOR WIDENER STATIONING.

3. ALL AZIMUTHS ARE GRID: RECKONED CLOCKWISE FROM SOUTH.

PUERTO RICO AND THE U.S. VIRGIN ISLANDS, ZONE (NAD83).

2. PLANE COORDINATES ARE BASED ON THE LAMBERT CONIC PROJECTION FOR

1. REFER TO SURVEY NO. 07-094

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

ALL UNITS ARE U.S. SURVEY FEET.

AND VIRGIN ISLANDS, US FOOT STATE PLANE EAST ZONE COORDINATE SYSTEM,

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE NAD83/2011 PUERTO RICO

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY

RIPRAP

EXISTING

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SURVEYING, 30 NOV 13.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

8. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

CONFLUENCE WALL 13 FEB 2019 TOPO

MARGARITA CHANNEL

NUEVO TRANSITION CHANNEL,

PUERTO NUEVO CHANNEL, PUERTO12-13 FEB 2019 SB-34

CUTDATE OF SURVEY VESSEL

TOPOGRAPHIC MEASUREMENTS WERE MADE USING A TRIMBLE R8 RTK GPS.

SHOWN ARE IN HIGH FREQUENCY.

DUAL-FREQUENCY 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL SOUNDINGS

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS 835 SMARTSOUNDER

REFERENCE BASE LOCATED AT "RORY SUTTON" (PID: BBFY23)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

5. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR PUERTO RICO & THE VIRGIN ISLANDS, ZONE 1, AND

4. PLANE COORDINATES ARE BASED ON THE LAMBERT CONFORMAL CONIC

(+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A

PUERTO RICAN VERTICAL DATUM OF 2002 (PRVD02).

2. SOUNDINGS ARE IN FEET AND TENTHS AND ARE REFERENCED TO THE

1. REFER TO SURVEY NO. 19-088.

G-03

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PROJECT LOCATION AND VICINITY MAP

-R

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I0 lo c a ti o n .d g n

Y= 870000

Y= 880000

Y= 890000

Y= 900000

Y= 880000

Y= 890000

Y= 900000

T O C

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CASTILLO SAN FELIPE DEL MORROISLA DE CABRAS

PUNTA PALO SECO

PUNTA CATANO

LAGUNA DEL CONDADO

C A T A N O P U E B L O

EL B

OQUERON

O F

SAN

CARG

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ERM

ALS

SAN JUAN YACHT CLUB

SAN JUAN BAY MARINA

P U

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A N A

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CANO DE SAN ANTONIO

FORTÍ

SAN

GERÓNI

DEL

BOQUERÓN

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SAN

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CHANNEL

CRUSE TE

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A T L A N T I C O C E A N

PUERTO

NUEVO

CHANNEL

A R

M Y T

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A L C

H A

N N

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GRAVING DOCK CHANNEL

CHANNEL

SAN ANTONIO

ISLA GRANDE AIRPORT

LAGOON

ESPERANZA

CIUDAD DE SAN JUAN

E S T A D O L I B R E A S O C I A D O D E P U E R T O R I C O

C O M M O N W E A L T H O F P U E R T O R I C O

CHANNEL

MARGARITA

U E R T O

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N N E L

BAHIA DE PUERTO NUEVO

BAHIA DE SAN JUAN

1200' 2400'0

(ODMDS)

DISPOSAL AREA

SAN JUAN HARBOR

PROJECT LIMITS

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MAYAGUEZ

ARECIBO

PONCE

CAGUAS

BAYAMON

AGUADILLA

GUAYAMA

FAJARDO

HUMACAO

RIO GRANDE

UTUADO

OF WORK

LOCATION

SAN JUAN

CARIBBEAN SEA

ATLANTIC OCEAN

N.T.S.

LOCATION MAP

PUERTO RICO

CENTER

A B

A T L A N T I C O C E A N

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

CHANNEL

(CY)

VOLUME

TOTAL

NOTE:

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

Y= 867500

Y= 870000

Y= 872500

Y= 875000

Y= 877500

Y= 870000

Y= 872500

Y= 875000

Y= 877500

S H

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PROJECT OVERVIEW

400' 800'0

STA. 0+00 TO STA 88+26 240,000

OVERDEPTH (CY)

ALLOWABLE

VOLUME IN

195,000 45,000

DEPTH (CY)

REQUIRED

VOLUME TO

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C H A N N E L

MARTIN PENA CHANNEL

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C-0

C -03

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ARI

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FACILITIES

P.R.A.S.A.

BECHARA INDUSTRIAL

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C O M M O N W E A L T H O F P U E R T O R I C O

C I U D A D D E S A N J U A N

C O

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PUERTO

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RTS

UTHO

O F

SAN

CARG

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Y= 875000

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Y= 870000

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Y= 875000

Y= 877500

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PLAN - CHANNEL CONTROL DATA

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X V I

10691071

MARGARITA CHANNEL CENTERLINE

V I

XII

XIII

X V

III

X X

X X I

R G E

R G E -1

CHANNEL CENTERLINE

RIO PUERTO NUEVO TRANSITION

RGE. 0

RGE. -30

RGE. 30

NORTHING (Y) EASTING (X)

STATIONNORTHING (Y) EASTING (X)ID

POINT

TYPE

POINT

RADIUS LENGTH TANGENTDELTA

778,254.57

774,426.05

777,546.96

776,647.90

PLANE COORDINATES - PUERTO RICO, NAD83/2011 US FOOT - PR83/2011F

3+84.16

13+66.26

23+28.03

5521.02 1943.87 982.1020°10'22.6690"

779,598.85

777,955.90

779,476.87

779,134.76

874,411.50

873,974.78

874,870.38

875,199.64 35+49.64

40+24.46

44+75.67

1700 31°12'37.6380" 926.03 474.82

RADIUS LENGTH TANGENTDELTA

873,093.11

873,118.62

873,458.81

873,812.25

779,848.63

777,148.75

779,852.09

779,758.14 50+95.74

54+61.46

58+22.75

2700 727.01 365.72

RADIUS LENGTH TANGENTDELTA

872,247.93

873,103.68

872,579.12

873,093.11

779,450.68

778,729.68

779,843.78

779,848.63 58+22.75

63+36.76

67+86.44

RADIUS LENGTH TANGENTDELTA

70+40.25

71+96.38

73+51.38779,041.06

780,223.06

779,137.18

779,256.57

871,860.77

870,937.26

871,983.79

872,084.38

311.12 156.12

963.69 514.01

15°25'39.1293"

49°20'36.6070"

11°53'02.7503"

88+26.00

POB 0+00871,860.77 779,041.06

XXI POE 870,698.76 778,133.18

778,211.97

778,054.38

778,946.78

778,789.18

779,064.03

779,016.75

779,064.70

779,017.42

779,275.90

779,237.24

779,470.01

779,431.35

779,878.63

779,818.64

779,787.13

779,729.15

779,627.84

779,569.85

779,155.56

779,113.95

778,275.38

778,233.77

776,659.97

776,635.83

776,308.29

776,284.15

870,637.20

870,760.34

871,577.68

871,700.81

871,841.44

871,878.38

871,842.30

871,879.24

872,061.44

872,107.33

872,224.98

872,270.87

873,092.83

873,093.39

873,819.96

873,804.54

874,419.21

874,403.80

875,221.26

875,178.03

876,068.38

876,025.15

877,150.49

877,095.57

877,305.09

877,250.17

POINT

NAD83/2011 US FOOT - PR83/2011F

COORDINATES - PUERTO RICO,

RPN CHANNEL CENTERLINE AND CURVE DATA

CONTROL DATA

RPN CHANNEL

VIII

VII

876,046.77

872,068.82

876,727.80

877,123.03

XIII

XII

XVI

XIV

XIII

XIX

XVIII

XVII

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

DESIGNATION PID NORTHING EASTING

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL COORDINATE/POSITION,

PN-140

RORY SUTTON BBFY23

779,109.88

777,934.891

871,412.01

870,474.485

PRVD02

36.53

10.023

RORY SUTTON

PN-140

M H

C O

-R

P N

M D

-C

N .d g n

K E

N N

E D

Y A

V E

N U

E B

G E

DO NOT DIS

TURBBUMPER WALL

EXISTING CHANNEL

DO NOT DIS

TURB

COAST GUARD LIG

DO NOT DISTURB

EXISTING MANGROVE

EXISTING

WOODEN PILE

FENDER

WOODEN PILE

FENDER

DO NOT DISTURB

EXISTING MANGROVE

DO NOT DISTURB

EXISTING MANGROVE

M A R

N P

E N

A C

H A N

N E L

X 0 Y=

DREDGING PLAN

100' 200'0

PERMANENT ROW LI

MITS

(TYP)

DO NOT DISTURB

EXISTING KING PILE WALL (TYP)

DO NOT DISURB - SEE NOTE1

SIPHON STRUCTURE

EXISTING SANITARY INFLUENT

SEE NOTE 1

DO NOT DISTURB

EXISTING KING PILE WALL (TYP)

LINE (BELOW BRIDGE)

EXISTING COMMUNICATION

21-FOOT REQUIRED DEPTH

1-FOOT ALLOWABLE OVERDEPTH

M A

T C

H L

E S

H E

E T C

-0 S

T A

CHART 25670 BAHIA DE SAN JUAN.

2. KENNEDY AVENUE BRIDGE CLEARANCE IS BASED ON NOAA NAUTICAL

AND 54-INCH SANITARY SIPHON.

KENNEDY AVENUE BRIDGE FENDERS, 32-INCH SANITARY SIPHON, KING PILE,

1. DREDGING OPERATIONS MUST MAINTAIN A MINIMUM 25' SET BACK FROM

RGE. -30

RGE. 30

RGE. 0

RGE. -30

RGE. 30

RGE. 0

RGE. -30

RGE. 30

RGE. 0

S T

DO NOT DISTURB

EXISTING MANGROVE

S T

SHEET GENERAL NOTES

C-01

D R

E D

G P

L A

N A

N D P

R O

S T

A T

DO NOT DISTURB - SEE NOTE 1

EXISTING SANITARY

DO NOT DISTURB - SEE NOTE 1

EXISTING SANITARY

SEE NOTE 2

CLEARANCE

VERTICAL

21 FOOT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio Puerto Nuevo\Puerto Nuevo MD FY19\080 - Plans\05 Civil\C-01 No Profile

M A

U E

R T

O N

U E

V O F

L O

O D C

O N

T R

O L P

R O J E

C T

S A

N J

U A

N P

U E

R T

O R

M A

T E

N A

N C

E D

R E

D G

U E

R T

O N

U E

V O C

H A

N N

E L

S E

P T

E M

B E

C-04

R -P

N -8

R -P

N -9

R -P

N -1

R -P

N -1

41.9 41.8 41.7

41.7

41.6

41.6 41.6

41.5

41.5 41.5

41.4

41.2

41.1

41.0

40.9

40.8

40.8 40.8

40.8

40.8 40.8

40.7

40.6

40.5 40.5

40.5

40.4

40.3

40.2

40.1

40.0

39.9

39.1

38.6

37.6

37.4

37.0 35.2

35.1

34.8

33.6

33.2

33.1

32.4

32.1

32.0

31.7

31.7 31.4

31.1

30.2

29.9

29.6

29.6 29.4

29.4

29.3

29.3 29.1 29.0

28.9

28.7

28.6

28.4

28.3

28.1

28.0

27.9

27.7

27.6

27.4

27.0

27.0 27.0

26.9

26.8

26.7

26.6

26.5

26.4

26.3

26.2 26.1

26.1

26.0

26.0 26.0

25.9

25.8

25.7

25.6

25.5 25.5

25.5

25.4

25.3

25.3 25.3

25.2

25.1

25.0

24.9

24.9 24.9 24.9

24.8 24.8

24.8

24.7

24.7 24.6

24.6

24.6 24.5

24.5

24.4

24.3

24.2 24.2

24.2

24.2 24.2

24.2

24.1

24.0

23.9

23.8

23.8 23.7

23.7

23.6

23.5

23.4

23.3

23.3 23.2

23.2

23.2 23.1

23.1

23.1 23.1

23.1

23.0

22.9

22.8

22.7

22.6 22.6

22.6

22.5 22.5

22.4

22.4 22.4

22.4

22.3

22.2

22.1

22.0 22.0

22.0

21.9

21.8

21.7

21.7 21.6

21.6

21.5

21.4

21.2

21.1 21.1

21.1

21.0

21.0 21.0

21.0

21.0 21.0

21.0

20.9

20.9 20.9

20.9

20.8 20.8

20.8

20.8 20.8

20.8

20.7

20.6

20.5

20.4

20.4 20.4 20.4

20.4

20.3

20.2

20.1

20.1 20.1 20.1

20.1

20.0

20.0 20.0

20.0

19.9

19.8 19.8

19.8

19.7 19.7

19.7

19.7 19.7

19.7

19.6

19.5

19.4

19.3

19.2

19.1

19.0

18.9

18.9 18.9

18.9

18.8 18.8

18.8

18.7 18.7

18.7

18.6

18.5

18.4

18.4 18.3

18.2

18.2 18.2

18.2

18.1

18.0

18.0 18.0

17.9

17.9 17.8

17.8

17.7

17.6

17.6 17.6

17.5

17.5 17.5

17.5

17.4

17.4 17.4

17.4

17.3

17.3 17.3

17.3

17.2

17.2 17.1

17.1

17.1 17.1

17.0

17.0 17.0

17.0

16.9

16.9 16.9

16.9

16.8

16.8 16.8

16.7

16.7 16.7

16.6

16.6 16.6

16.6

16.5

16.5 16.5

16.5

16.4

16.4 16.3

16.3

16.2

16.1

16.0 16.0

16.0

15.9

15.9 15.9

15.8

15.7

15.6

15.6 15.6

15.5

15.5 15.5

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.6 14.5

14.5

14.4

14.4 14.4

14.4

14.3

14.2

14.2 14.2

14.0

13.9

13.9 13.9

13.8

13.7

13.6

13.5

13.5 13.4

13.3

13.3 13.3

13.3

13.2

13.1

13.0

12.9

12.8

12.8 12.8

12.8

12.7

12.7 12.7 12.7

12.6

12.6 12.5

12.4

12.3

12.2

12.0

11.9 11.9

11.8

11.7

11.6 11.5

11.4 11.4

11.3

11.3 11.1

11.0

11.0 11.0

10.8

10.7 10.6

10.4 10.3

10.3

10.2 10.0

9.9 9.9

9.7

9.5 9.4

9.2

8.6 8.38.3

8.2

8.1

7.5 7.5 7.3

6.3

5.6

-PN18

-4

R -P

N -5

R -P

N -6

R -P

N -7

PERMANENT R

LIM

ITS

ELE

CTRIC

AL T

OWEREXIS

TIN

OVERHEAD P

OWERLIN

EEXIS

TIN

DO N

OT D

ISTURB

EXIS

TIN

G M

ANGROVE

PERMANENT ROW LIMITS

EXISTING POWER POLE

EXISTING ROAD

EXISTING POWER POLE

DO NOT DISTURB

EXISTING MANGROVE

DO NOT DISTURB

EXISTING MANGROVE

T O P O

F B

A N

D O N

O T D

T U R B

E X

G 42"Ø

C U

E R T

D E D

IEG

EXPR

ESSW

H W

Y . R

O W

LIM

D R

A W

G N

A M

E H

E R

100' 200'0

X= 779000

X= 780000

X= 781000

X= 780000

C-02

S T

DREDGING PLAN

X= 778000

POWER POLE

EXISTING

POLE

EXISTING POWER

(SEE NOTE 1)

LOW WIRE EL. 48.2

EXISTING OVERHEAD POWERLINE

POWER POLE

EXISTING

EXISTING POWER POLE

POWERLINE

EXISTING OVERHEAD

EXISTING POWER POLE

(SEE NOTE 1)

LOW WIRE EL. 45.3

EXISTING OVERHEAD POWERLINE

D R

E D

G P

L A

N A

N D P

R O

DO NOT DISTURB (SEE NOTE 2)

EXISTING KING PILE WALL (TYP)

(SEE N

OTE

DO N

OT D

ISTURB

EXIS

TIN

G K

ING P

ILE

ALL

(TYP)

21-FOOT REQUIRED DEPTH1-FOOT ALLOWABLE OVERDEPTH

M A

T C

H L

E S

H E

E T C -0

T A

M A

T C

H L

E S

H E E T C -0

T A

R G E. 0

R G E. -30R

G E. 30

RGE.

0RGE.

-30

RGE.

S T

A 0 S

T A

S T

SHEET GENERAL NOTES

THE EXISTING KING PILE WALL

2. DREDGING OPERATIONS MUST MAINTAIN A MINIMUM 25' SET BACK FROM

NEAR THE POWER LINE.

1. FIELD VERIFY LOW WIRE ELEVATION PRIOR TO COMMENCENCE OF WORK

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

R O

N E

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Puerto Rico\Rio Puerto Nuevo\Puerto Nuevo MD FY19\080 - Plans\05 Civil\C-02 No Profile

M A

U E

R T

O N

U E

V O F

L O

O D C

O N

T R

O L P

R O J E

C T

S A

N J

U A

N P

U E

R T

O R

M A

T E

N A

N C

E D

R E

D G

U E

R T

O N

U E

V O C

H A

N N

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S E

P T

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B E

22.3 22.2

22.1

21.6

21.5

20.8

20.

8 20.

20.

20.7 20.7

20.7

20.6

20.

20.5

20.5 20.

20.

20.4

20.4 20.4

20.4

20.4 20.4

20.4

20.

20.3

20.

20.2

20.2 20.2

20.2

20.

.2 20 .2

20.1

20.

20.0

20.0 20.0

20.0

19.9

19.9 19.9

19.9 19.9 19.9

19.9 19.9

19.9

19.

19.8

19.8 19.8

19.8

19.8 19.8

19.8

19.

19.7 19.7 19.7 19.7

19.7

19.7 19.7

19.7

19.6

19.6 19.6

19.6

19.5

19.5 19.5

19.5

19.

19.4

19.4 19.4

19.4

19.

19.4

19.3

19.3 19.3

19.3

19.3 19.3

19.3

19.2

19.1

19.1 19.1

19.1

19.

19.1

19.0

18.9

18.9 18.9

18.9

18.9 18.9

18.9

18.

18.9

18.8

18.8 18.8

18.8

18.7

18.7 18.7

18.7

18.

18.7

18.6

18.5

18.4

18.

18.4

18.3

.3 18.3

18.3

18.2 18.2

18.2

18.1

18.

18.1

18.0

18.

18.0

17.9

17.8

17.7

17.

17.6

17.5

17.4

17.4 17.4

17.3

17.

17.3

17.2

.2 17.2

17.2

17.1 17.1

17.1

17.1 17.1 17.1

17.

17.0

16.9

16.8

16.7

16.6

16.5

16.

16.5

16.4

16.3

16.

16.3

16.2

16.2 16.2

16.1

16.0

15.9

15.

15.9

15.8

15.7

15.7 15.7

15.7

15.6

15.5 15.5

15.5

15.4

15.

.4 15.4

15.3

15.2

15.

15.1

15.0

15.0 15.0

15.0

14.9

14.8

14.7

14.7 14.7

14.7

14.6

14.6 14.6

14.6

14.5

14.

14.4

14.

14.4

14.3

14.

14.3

14.2

14.2 14.2

14.2 14 .2

14.1

14.0

14.0 14.0

13.9

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.

13.6

13.5

13.5 13.5

13.

13.4

13.3

13.2

13.1

13.1 13.1

13.

13.0

12.9

12.9 12.9 12.9

12.9

12.

12.8

12.8 12.8

12.8

12.8 12.8

12.8

12.7

12.7 12.7

12.7

12.6

12.6 12.6

12.6

12.5

12.4

12.4 12.4

12.4

12.3

12.2

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.

12.0

12.0 12.0

12.

12.0

11.9

11.8

11.7

11.6

11.

11.5

11.4

11.3

11.2 11.2

11.1

10.9

10.8

10.7 10.3

10.2

10.1 10.1

9.4

8.1

-P

N -1

R -P

N -2

R -P

N -3R -P

N -4

100' 200'0 C-03

DREDGING PLAN

DO NOT DISTURB

WATER LINES

EXISTING

DE DIEGO EXPRESSWAY

DO NOT DISTURB

DIVERSION STRUCTURE

EXISTING SANITARY

DO NOT DISTURB

AIR RELEASE VAULT

EXISTING WATER LINE

DO NOT DISTURB

STRUCTURE

EFFLUENT SIPHON

EXISTING SANITARY

TOP OF BANK

DO NOT DISTURB

SIPHONS

EXISTING SANITARY

DO NOT DISTURB

AIR RELEASE VAULT

EXISTING WATER LINE

DO NOT DISTURB

STRUCTURE

INFLUENT SIPHON

EXISTING SANITARY

DE DIEGO EXPRESSWAY

-R

P N

M D

-C

N .d g n

00 Y

00Y

P O

E S

T A .8

0P V I .5

P V I .5

D R

E D

G P

L A

N A

N D P

R O

S T

A T

MANGROVE BERM

D O N

O T D

T U

R B

E X

G S

H E

E T P

E W

A L L

E P

E W

A L L T

D O N

O T D

T U

R B

E X

G P

E P

E W

A L L

A B

O U

T S

T A . 6

G P

E W

A L L A

T W

A L L T

S T

O E

G E

G P

E P

D O N

O T D

T U

R B

E W

A L L

E X

G P

T O

P O

F B

A N

E X

"Ø C

U L

V E

R T

D O N

O T D

T U

R B

E X

G P

E P

E W

A L L

P E

R M

A N

E N

T R

O W L

P E

R M

A N

E N

T R

O W L

T O

P O

F B

A N

E R

N S

T R

U C

T U

R E

E X

G S

A N

C H

L O

A T

N F

A C

E X

G S

A N

O V

E R

F L

O W S

T R

U C

T U

G S

A N

"Ø C

U L

V E

R T

E X

"Ø C

U L

V E

R T

U N

D E

R G

R O

U N

R E

T A

G W

A L L

E X

D O N

O T D

T U

R B

E X

G P

E P

E W

A L L

CONFLUENCE CONCRETE WALL

C O

N F

L U

E N

C E C

O N

C R

E T

E W

A L L

E X

G R

R A P

E X

G R

R A P

CENTERLINE MARGARITA CHANNEL

OVERHEAD POWER LINE

EXISTING SANITARY

T R

A N S

N C

H A N

N E L (T

C E N T E R L

E R

U E R T O N

U E V O

PERMANENT ROW LIMITS

C E

N T

E R

U E

R T

O N

U E

V O C

H A

N N

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21-FOOT REQUIRED DEPTH

1-FOOT ALLOWABLE OVERDEPTH

1-FOOT ALLOWABLE OVERDEPTH P

E S

T A .8

1-FOOT ALLOWABLE OVERDEPTH

M A

T C

H L

E S

H E

E T C -0

T A

RGE. 0

RGE. -

RGE. 3

RGE. -100

RGE. 0

RGE. 100

S T

SHEET GENERAL NOTES

21-FOOT REQUIRED DEPTH

15-FOOT REQUIRED DEPTH

(SEE NOTE 2)

TRANSITION

SIDE SLOPE

74+32.50 AND 76+32.50

2. CHANNEL SIDE SLOPES CHANGE FROM 1V:6H TO 1V:10H BETWEEN STA

THE SANITARY SIPHONS AND KING PILE WALL.

1. DREDGING OPERATIONS MUST MAINTAIN A MINIMUM 25' SET BACK FROM

S O

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U E D

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US Army Corps

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P -1

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U E

R T

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U E

V O F

L O

O D C

O N

T R

O L P

R O J E

C T

S A

N J

U A

N P

U E

R T

O R

M A

T E

N A

N C

E D

R E

D G

U E

R T

O N

U E

V O C

H A

N N

E L

S E

P T

E M

B E

19.9

19.7

19.4 19.3

19.1

18.9

18.8

18.6

18.4

18.3

18.2

18.1

18.0

17.9

17.8

17.7

17.6 17.6

17.6

17.5

17.4 17.4

17.4

17.3

17.2

17.1 17.1 17.1

17.1

17.0

17.0 17.0 17.0

16.9

16.8

16.7

16.6

16.5 16.5

16.5

16.4

16.3

16.2 16.2

16.1

16.0 16.0

16.0

15.9

15.8 15.8

15.8

15.7

15.6

15.5

15.4

15.3

15.2 15.2

15.2

15.1

15.0

14.9

14.8

14.7

14.7 14.7

14.7

14.6

14.5

14.5 14.5

14.4 14.4

14.4

14.3

14.2

14.2 14.2

14.2

14.1

14.1 14.1

14.0

14.0 14.0

13.9

13.8

13.7

13.6

13.5

13.4

13.4 13.4

13.4

13.4 13.4

13.3

13.2

13.1

13.1 13.1

13.1

13.0

12.9

12.8

12.8 12.8 12.8

12.8

12.7 12.7

12.7

12.7 12.7

12.7

12.6

12.6 12.6

12.6

12.5

12.5 12.5

12.5 12.5 12.5

12.5

12.4

12.4 12.4

12.4

12.3 12.3 12.3

12.3

12.3 12.3

12.2

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.1 12.0

12.0 12.0

12.0

11.9

11.9 11.9

11.9

11.9 11.9

11.9

11.8

11.8 11.8

11.8

11.7 11.7 11.7 11.7

11.7

11.6

11.5

11.5 11.5

11.4

11.4 11.4

11.4

11.3

11.3 11.3

11.3 11.2

11.2

11.2 11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.6 10.6

10.6

10.5

10.4

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.1

10.0

9.9

9.8

9.79.7

9.7

9.79.7

9.7

9.6

9.59.5

9.4

9.39.3

9.3

9.3 9.3

9.2

9.2 9.2

9.1

9.0

9.09.0

8.9

8.8

8.7

8.6

8.6 8.6

8.6

8.5

8.4 8.4

8.4 8.38.3

8.38.3

8.3

8.2

8.1

8.0

7.97.9

7.9

7.8 7.8

7.8

7.7 7.7

7.7

7.6

7.5

7.3

7.3 7.3

7.2

7.2 7.2

7.0

6.9

6.8

6.7

6.6

6.5

6.5 6.4

6.36.2

6.0 6.0

5.9

5.9 5.9

5.9

5.8

5.7

5.5

5.4

5.2

5.1

5.0

4.9

4.8

4.7

4.4

4.3

4.24.2

4.1

4.0

3.8

3.7

3.4

3.2

3.1

C-04

A L C

R O

S S S

E C

N S

-R

P N

M D

-C

N .d g n

C-04

SHEET GENERAL NOTES

NATURAL ANGLE OF REPOSE FOR THE ADJACENT MATERIAL.

PAYMENT PROPOSES ONLY. ACTUAL SIDE SLOPES VARY WITH THE

2. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR CONTRACTUAL

DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS REGARDING

1. SEE SPECIFICATION DREDGING SECTION 35 20 23 PARAGRAPH TITLED

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N B

U E D

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A N

S I E

W E

P -1

-B -0

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

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U E

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O N

U E

V O F

L O

O D C

O N

T R

O L P

R O J E

C T

S A

N J

U A

N P

U E

R T

O R

M A

T E

N A

N C

E D

R E

D G

U E

R T

O N

U E

V O C

H A

N N

E L

S E

P T

E M

B E

0 100 200 300 400 500-100-200-300-400-500

C-01

HORIZONTALVERTICAL

50' 100'0 10' 20'0

RANGE IN FEETRANGE IN FEET

R G

-3

C H

A N

N E

L C

E N

T E

R L

E R

A N

G E

R G

25 FOOT SET BACK

EXISTING GRADE

PROJECT CHANNEL

AREA TO BE DREDGED

(APPROXIMATE LOCATION)

EXISTING KING WALL

(APPROXIMATE LOCATION)

EXISTING KING WALL

0 100 200 300 400 500-100-200-300-400-500

C-03

HORIZONTALVERTICAL

50' 100'0 10' 20'0

RANGE IN FEETRANGE IN FEET

C H

A N

N E

L C

E N

T E

R L

E R

A N

G E

R G

PROJECT CHANNEL

AREA TO BE DREDGED

R G

-1

E L E

V A

N I

N F

E E

T P

R V

E L E

V A

N I

N F

E E

T P

R V

E L E

V A

N I

N F

E E

T P

R V

E L E

V A

N I

N F

E E

T P

R V

21' REQUIRED DEPTH

1' ALLOWABLE OVERDEPTH

GRADE

EXISTING

CROSS SECTION AT STA. 26+00

CROSS SECTION AT STA. 79+00

0 100 200 300 400 500-100-200-300-400-500

C-03

HORIZONTALVERTICAL

50' 100'0 10' 20'0

RANGE IN FEETRANGE IN FEET

R G

PROJECT CHANNEL

AREA TO BE DREDGED

R G

-1

E L E

V A

N I

N F

E E

T P

R V

E L E

V A

N I

N F

E E

T P

R V

1' ALLOWABLE OVERDEPTH

GRADE

EXISTING

CROSS SECTION AT STA. 87+50

15' REQUIRED DEPTH

21' REQUIRED DEPTH

R A

N G

C H

A N

N E

L C

E N

T E

R L

675 675650

650 650

600 575 575550

1225 1250

11251075 1100

X Y

CENTER

751,473.66

757,440.03

751,482.77

757,449.42

754,443.38 901,575.77

898,616.73

898,607.25

904,668.64

904,659.43

LIMITS OF ODMDS

PLANE COORDINATES - PR83-2011_F

POINT

SAN JUAN HARBOR ODMDS

CENTER

A B

A T L A N T I C O C E A N

-R

P N

M D

-C

N .d g n

P O

S A

L P

L A

O D

M D

C-05

Y=906,000

Y=904,000

Y=902,000

Y=900,000

Y=898,000

X ,0

Y=896,000

Y=906,000

Y=904,000

Y=902,000

Y=900,000

Y=898,000

Y=896,000

X ,0

400' 800'0

DISPOSAL PLAN - ODMDS

S O

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D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

J L

A G

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