W912EP19B0025_Loiza_Plans_Amendment0003.pdf

PDF 30 MB Posted Sep 6, 2019

Attached to: Loiza Shoreline Protection Project, Loiza, Puerto Rico
Solicitation number: W912EP19B0025
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19B0025 Amendment 0003 Plans

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Other files

File	Type	Posted
Synopsis_of_Award_Loiza_Shoreline_Protection_Project_Loiza_Puerto_Rico.pdf	PDF	Sep 30, 2019
W912EP19B0025_Loiza_Shoreline_Bid_Abstract.pdf	PDF	Sep 20, 2019
B.08.03_19B0025_Amendment_05_.pdf	PDF	Sep 16, 2019
Amendment_0003.pdf	PDF	Sep 13, 2019
W912EP19B0025_Loiza_Specs_Amendment0003.pdf	PDF	Sep 6, 2019
B.08.03_19B0025_Amendment_02_.pdf	PDF	Aug 22, 2019
B.08.03_Amendment_1.pdf	PDF	Aug 19, 2019
W912EP19B0025-Loiza_Shoreline_Specs_v1_RTA_16_Aug.pdf	PDF	Aug 16, 2019
Loiza_Shoreline_Protection_Project_Final_Plans.pdf	PDF	Aug 16, 2019
W912EP19B0025-Loiza_Shoreline_Specs_v2_RTA.pdf	PDF	Aug 16, 2019

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-19-B-0025

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

GENERAL

SHEET INDEX

G 01

SHT NO

G 02

SHEET TITLE

C-02

C-01 PLAN - REVETMENT STA. 0+00 TO STA. 2+20

PLAN - REVETMENT STA. 2+20 TO STA. 3+23

C-03

C-04

REVETMENT OVERVIEW

G 03

G 04

G 05

SURVEY

CIVIL

V-01

V-02

V-03

SITE SURVEY STA. 0+00 TO STA. 1+00

SITE SURVEY STA. 1+00 TO STA. 2+10

SITE SURVEY STA. 2+10 TO STA. 3+23

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V-04

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WASH PROBE SURVEY STA. 0+00 TO STA. 1+00

WASH PROBE SURVEY STA. 1+00 TO STA. 2+10

WASH PROBE SURVEY STA. 2+10 TO STA. 3+23

C-05 MARINE MATTRESS DETAILS

PROPERTY SURVEY DATA

AUGUST 2019

LOIZA SHORELINE PROTECTION PROJECT

CONTINUING AUTHORITIES PROGRAM (SEC 14)

LOIZA, PUERTO RICO

G 06

COVER SHEET

ABBREVIATIONS AND SYMBOLS

REVETMENT CONTROL DATAG 07

PROPERTY SURVEY DATA

HPTRM TYPICAL SECTIONS AND DETAILS

REVETMENT TYPICAL SECTION

PROJECT OVERVIEW AND LOCATION MAP

C-06

C-07

REVETMENT CROSS SECTIONS

C-08 PHOTOS - EXISTING GRADE CONDITIONS

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DRAWING SET TABLE OF CONTENTS

TERMS AND ABBREVIATIONS

REFERENCE SYMBOL KEY GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

TOE OF CONSTRUCTION SLOPE

WITH NOTATION

EXISTING CONTOUR LINE

STAGING AREA AND ACCESS

EXISTING GRADE

SOUNDING / ELEV. 4.5 +4.8

PROJECT LEGEND

REDUCED TO FIT

C-12C-12

VIEWING PLANE

200'0 100'

PLAN

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING WHERE SHOWN

OBJECT REFERENCED

CROSS SECTION IDENTIFIER

DRAWING AREA TITLE REDUCED TO FIT

SECTION NAME

400'0 200'20' 40'0

DRAWING WHERE SHOWN

GRAPHIC SCALE

TITLE

C-09

REDUCED TO FITDRAWING AREA TITLE WITH ASYMMETRICAL SCALES

SECTION NAME

PROFILE

DISCIPLINE DESIGNATOR

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

DRAWING WHERE SHOWN

S-706

IDENTIFICATION

C - CIVIL

V - SURVEY

G - GENERAL

VERTICAL CONTROL POINT

WASH PROPE

TREE

POWER POLE

VERT

UGE

TYP

TOS

TOL

TOB

STA

SMH

RFI

POE

NTS

MLW

MLLW

MHW

INV

HORZ

EXIST

DWG

DIA

APPROX

WASH PROBE

VERTICAL

UNDERGROUND ELECTRIC

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TOP ELEVATION

STATION

SANITARY MANHOLE

REQUEST FOR INFORMATION

ROAD

POINT OF TANGENT

POINT OF INTERSECTION

POINT OF END

POINT OF CURVE

NOT TO SCALE

METER

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

METER

LOW WIRE

INVERT

HORIZONTAL

EXISTING

ELEVATION

DRAWING

DIAMETER

CENTERLINE

APPROXIMATE

EXISTING STRUCTURE

SURVEY NOTES

INDICATING THE GENERAL CONDITIONS AT THAT TIME.

ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS

SUBMITTED DATA FILES, REPRESENTS THE RESULT OF THE SURVEYS MADE

6. THE INFORMATION DEPICTED ON THESE DRAWINGS, AND WITHIN THE

CONTROL DURING FIELD OPERATIONS.

PUBLISHED / ESTABLISHED MARKS WERE PERFORMED TO MAINTAIN QUALITY

5. TOPOGRAPHIC DATA WAS COLLECTED VIA RTK GPS ROUTINE CHECKS TO

4. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNIT OF METERS.

OF 2002 (PRVD02).

3. ELEVATIONS ARE REFERENCED TO THE PUERTO RICO VERTICAL DATUM

COORDINATE SYSTEM US VIRGIN ISLANDS AND PUERTO RICO, ZONE 5200.

DATUM OF 1983, REALIZATION OF 2011, NAD82(2011), STATE PLANE

2. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN

INC. BETWEEN THE DATES 28 JANUARY AND 13 FEBRUARY, 2019.

1. SURVEY 19-053 WAS PERFORMED BY RLDA SURVEYING AND MAPPING,

ACCESS ARROW

G-02

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DRAWING WHERE SHOWN

SMALL CONDITIONS DETAIL INDICATOR

DRAWING WHERE SHOWN

DETAIL BOUNDRY

A-302

REDUCED TO FIT REDUCED TO FIT

G3 F5

IDENTIFICATION

OUT IN DETAIL

LOCATION CALLED

EXISTING RIPRAP

NEW ARMOR STONE

SLOPE SYMBOL

7. PHOTOS TAKEN ON AUGUST 27, 2019.

6. WASH PROBE INFORMATION LOCATED IN GEOTECHNICAL DATA REPORT.

AND NOT TO BE USED FOR MEASUREMENTS.

5. 2017 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY

EXPERESSED IN THE UNIT OF METERS.

VERTICAL DATUM OF 2002 (PRVD02). ALL ELEVATIONS ARE

4. DESIGN ELEVATIONS ARE REFERENCED TO THE PUERTO RICO

PUERTO RICO, ZONE 5200.

NAD82(2011), STATE PLANE COORDINATE SYSTEM US VIRGIN ISLANDS

THE NORTH AMERICAN DATUM OF 1983, REALIZATION OF 2011,

3. THE HORIZONTAL COORDINATES SHOWN HEREIN ARE REFERENCED TO

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

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ATLANTIC OCEAN

CALLE 10

C A

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P.R. 187

TOWN OF LOIZA

PROJECT LOCATION

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88

S 1008

Q 1008

R 1008

P 1008

CANO RESET

DK7203

DK7201

DK7202

DK7200

DE5559

19.963

16.998

11.619

13.360

15.234

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL POINT

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION;

260478.SC

260394.SC

260425.368

260348.504

260468.929

262604.SC

259320.SC

260944.418

257928.427

259283.394

ACCESS

N E

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CALLE 5

CALLE 6

CALLE 7

CALLE 8

CALLE 9

SATILLANA DEL MAR

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PROJECT OVERVIEW AND PROJECT SURVEY DATA

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1. ACCESS SHOWN IS A SUGGESTED ROUTE.

OF WORK

LOCATION

CARIBBEAN SEA

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AGUADILLA

ARECIBO

DORADO SAN JUAN

RIO GRANDE

FAJARDO

HUMACAO

MAYAGUEZ

SALINASPONCE

CABO ROJO

PUERTO RICO

GUAYAMA

PROJECT LOCATION

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TOWN OF LOIZA

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18 19

23 24 25 26

71 72 73

83 84

89 90

97 98

201 202 203

Lot-104

Lot-105

Lot-103 Lot-102

Lot-101

0 20 40

C OF REVETMENT

REVETMENT OVERVIEW

SEE NOTE 2

SEE NOTE 1

MARINE MATTRESS

1.5m (MAX.)

MARINE MATTRESS

0.6m (MIN.)

3. SEE SPECIFICATION 01 50 02.

POINTS 83 THROUGH 94.

2. WORK TO BE PERFORMED BETWEEN PROPERTY

18 THROUGH 53.

1. NO WORK LANDWARD OF PROPERTY POINTS

(SEE NOTE 3)

STAGING AREA

CONSTRUCTION

EL. = 2.7

REVETMENT

TOP OF

TOE OF ARMOR STONE

STONE

TOE OF ARMOR

NOTE 3

SEE SHEET C-04

HPTRM

3+08

3+00

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REVETMENT CONTROL DATA

3+00

3+083+08

P I S

T A .4

P I S

T A .1

TA.

.64

P I S

T A .4

P I S

T A .1

TA.

.64

2+94.8925

POE 3+08.11

Tangent Length: 13.2186

Tangent Direction: S 0°01'28.6993" E

308.11 266534.35 261485.73 POE

294.89 266547.56 261485.72 PT

Element: Linear

Tangent Direction: S 0°01'28.6993" E

Radial Direction: S 89°58'31.3007" W

Chord Direction: S 28°23'19.9509" E

Radial Direction: S 33°14'48.7975" W

Tangent Direction: S 56°45'11.2025" E

External: 3.4109

Middle Ordinate: 3.0014

Chord: 23.7538

Tangent: 13.4973

Length: 24.7525

Degree of Curvature(Arc): 229°10'59.2250"

Delta: 56°43'42.5032" Right

Radius: 25.0000

294.89 266547.56 261485.72 PT

266547.55 261460.72 CC

283.64 266561.06 261485.72 PI

270.14 266568.46 261474.43 PC

Element: Circular

Tangent Length: 210.2273

Tangent Direction: S 56°45'11.2025" E

270.14 266568.46 261474.43 PC

59.92 266683.72 261298.61 PT

Tangent Direction: S 56°45'11.2025" E

Radial Direction: S 33°14'48.7975" W

Chord Direction: S 73°12'07.2263" E

Radial Direction: S 0°20'56.7499" W

Tangent Direction: S 89°39'03.2501" E

External: 2.5604

Middle Ordinate: 2.4556

Chord: 33.9792

Tangent: 17.7146

Length: 34.4505

Degree of Curvature(Arc): 95°29'34.6771"

Delta: 32°53'52.0476" Right

Radius: 60.0000

59.92 266683.72 261298.61 PT

266633.54 261265.72 CC

43.18 266693.43 261283.80 PI

25.46 266693.54 261266.08 PC

Tangent Length: 22.6515

Tangent Direction: S 89°39'03.2501" E

25.46 266693.54 261266.08 PC

2.81 266693.68 261243.43 PT

Non-collinear

Tangent Direction: N 90°00'00.0000" E

Radial Direction: S 0°00'00.0000" E

Chord Direction: N 81°02'45.1926" E

Radial Direction: S 17°54'29.6148" E

Tangent Direction: N 72°05'30.3852" E

External: 0.1110

Middle Ordinate: 0.1097

Chord: 2.8016

Tangent: 1.4181

Length: 2.8130

Degree of Curvature(Arc): 636°37'11.1805"

Delta: 17°54'29.6148" Right

Radius: 9.0000

2.81 266693.68 261243.43 PT

266684.68 261243.43 CC

1.42 266693.68 261242.01 PI

0.00 266693.24 261240.66 PC

STATION NORTHING EASTING

Horizontal Alignment Name: CL Revetment Berm-20190829

Project Name: CL Revetment-20190829

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SITE SURVEY - STA. 0+00 TO STA. 1+00

CALLE PUNTA DEL ATLANTICO

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

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-1.17

-1.16

-1.11

-1.06

-1.04 -1.03

-1.02

-1.01

-1.00

-0.96

-0.94

-0.93

-0.85

-0.83

-0.81

-0.79

-0.77

-0.76

-0.75

-0.73

-0.71

-0.70

-0.67

-0.63

-0.62

-0.60

-0.57

-0.55

-0.54

-0.53

-0.52

-0.51

-0.50

-0.47

-0.43

-0.41

-0.39

-0.38

-0.37

-0.32

-0.31

-0.29

-0.26

-0.25 -0.24

-0.22

-0.18

-0.12

-0.11 -0.11

-0.10

-0.07

-0.01

Inv: 1.66 Top: 2.77

(NIU)

Water Box

Box Water IE= 1.43

TE=2.33

SMH

STORAGE

CONCRETE & WOOD

0.01

0.02

0.05

0.09

0.13

0.17

0.19

IE= 1.67

TE=2.54

SMH

0.22

0.26

0.30

0.34

0.36

0.38

0.39

0.42

0.44

0.49

0.50

0.53

0.55

0.56

0.59

0.63

0.68 0.68

0.69

0.71

0.74

0.75

0.78

0.79

0.84

0.87

0.88

0.89

0.90 0.94

0.95

0.97

0.99

1.01

1.03

1.04

1.05

1.06

1.12

1.15

1.17

1.21

1.22

1.23

1.24

1.25

1.26

1.27 1.28

1.29

1.30

1.31

1.33

D ia m e te r

1.35

1.36

1.37

1.40

1.46

1.47

1.51

1.53

1.541.54

8" Diameter

1.55 1.55

1.56

1.57

1.59

1.60

1.61

1.62

1.63

1.68 1.71

1.73

1.77

1.79

1.82

1.83

1.84

1.87

1.90

62.282.292.29 2.30

2.32

2.33

2.34

2.35

2.36

STA-103

2.38

2.39

2.40

2.41

2.43

2.44

2.45

2.46

L W : 7 .6

2.47

2.48

2.49

2.50

2.52

2.53

2.54 2.54 2.54

2.55

2.56

2.57

STA 106

2.582.59

2.60

2.61

2.62

2.63

2.64

2.64 2.64

2.64

2.65 2.65

2.65

2.67

2.68

2.69

2.70

2.71

2.72

2.73

2.74

2.75

2.76

2.77

2.78

2.82

2.87

2.90

2.92

2.93

2.95

2.99

3.00

3.05

GATE

5.12

5.60

5.88

HOUSE

CONCRETE

FORMER FISH MARKET

ATLANTIC OCEAN

LW: 6.61

LW: 6.89

LW: 7.27

CENTER

COMMUNAL

LW: 9.62

V-02

M A

C O

W D

R V

E Y

E S

U R

V E

Y S

T A T

N E

V E

POWER POLE

ELECTRICAL

OVERHEAD

ELECTRICAL

OVERHEAD

POWER POLE

ELECTRICAL

OVERHEAD

C OF REVETMENTL

M A

T C

H L

E S

H E

E T V -0

, S

T A . 2

M A

T C

H L

E S

H E

E T V -0

, S

T A . 1

CURB

CONCRETE WALL

PARTIALLY BURIED

SIDEWALK

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

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

/5 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\03 Survey Mapping\Site Survey

A N

S I

N /A

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

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

R E

E P

R O

T E

C T

N P

R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

0 5 10

SITE SURVEY - STA. 1+00 TO 2+00

CALLE PUNTA DEL ATLANTICO

2.06

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

-1.56

-1.29

-1.27

-1.26

-1.25

-1.24

-1.21

-1.12

-1.10

-1.06

-1.04

-1.02

-1.01

-1.00

-0.99

-0.97

-0.95

-0.92

-0.91

-0.90

-0.89

-0.88

D ia : 0 .4

M t

-0.86 -0.85 -0.85

-0.85

-0.84

-0.83

-0.82 -0.81

-0.80 -0.80

-0.78

-0.77

-0.76

-0.75

-0.74

-0.71

-0.70-0.69

-0.69

-0.68

-0.67

-0.66

-0.65

-0.64

-0.62

-0.60

-0.58

-0.54

-0.53

-0.52 -0.52

-0.52

-0.51

-0.50

-0.49

-0.48

-0.47

-0.46

D ia : 0 .3

M t

-0.41

-0.37

-0.36

-0.35-0.34

-0.32

-0.29

-0.27

-0.26

-0.24

T E 2.

S M

-0.19 -0.16

-0.14

T E 2.

S M

-0.12

-0.11

-0.08

-0.07

D ia : 0 .5

M t

-0.05

-0.04

-0.03

-0.03 -0.02

D ia : 0 .5

M t

P O

W E R

0.05

D ia : 0 .7

M t

0.13

0.24

0.35

0.40

0.41

0.47

0.49

0.51

0.52

0.54

0.61

0.69

0.70

0.71

0.72

0.73

0.76

0.83

0.85

0.87

0.88

0.89

0.90

0.95

1.01

1.03

1.09

1.10

1.11

1.18

1.19

1.22

1.24

1.26 1.27

1.28

1.29

1.31 1.31

1.31

1.32

1.33

1.36

1.37

1.38

D ia m e te r

1.40

1.43 1.45

1.45

1.471.47

1.48

1.49

1.50

1.51

1.52

1.52 1.52

1.52

1.53

1.54

1.55

1.56

1.57

1.60

1.61

1.62

1.63

1.64

1.65 1.65

1.66

1.67

1.74

1.77

1.79

1.87

1.88

1.89

1.91

1.93

1.94

1.95

PUNTA DEL ATLANTICO STREET

1.96

D ia : 0 .5

M t

1.97

1.98

2.00

2.01

2.01 2.

2.01

2.02

2.02 2.02

2.04

2.04 .0

2.04

2.05

2.06

2.07

2.072.

2.07

2.09

2.10

2.11

2.12

2.13

2.14

A R E

A T R

A S

2.17

2.22

2.23

2.24

2.25

S tr ee t # 22.

2.30

2.32

2.35

2.44

2.47

2.50

2.51

2.73

2.7

2.8

LW: 5.92

A T

N T

C E A N

L W : 7 .1

L W : 7 .3

L W .4

LW: 7.50

: 9 .5

-1.68

-1.64

-1.55

-1.54

-1.52 -1.50

-1.48

-1.46

-1.44

-1.43-1.40 -1.39

-1.35

-1.32-1.32

-1.29

-1.26

-1.22

-1.21

-1.17 -1.17

-1.14 -1.13

-1.12

-1.09

-1.04

-0.98

-0.97 -0.89

-0.89

-0.83

-0.74

-0.71

-0.68 -0.55

-0.54

-0.37

-0.25

-0.14 -0.14

-0.10

-0.07

D ia : 0 .5

M t

-0.03

D ia : 0 .7

M t

D ia : 0 .5

M t

: 0 .8

: 1 .0

: 0 .9

0.08

0.16

0.20 0.22

0.23

D ia : 0 .4

M t

=2 .5

0.35

=2 .6

D ia : 0 .4

M t

D ia : 0 .7

M t

D ia : 0 .6

M t

D ia : 0 .7

M t

0.49 0.50

0.50

0.51

=2 .9

0.64 0.78

0.78 0.78

0.80

0.83 0.90

0.90

0.91

0.94

0.97

" D ia m e te r

1.01 1.01

1.04

1.07 1 .1

8" Diameter

1.13

S tre e t #

1.17

1.19

8" D ia m et er

1.26

1.31 1.39

1.47

1.49

1.51

.5 1 1.56

1.57

1.60

1.62 .6

1.64

1.69

1.72

1.74 1.75

1.75

1.76

1.81

1.82

21.87 1 .8

1.89

11.93 1 .9 4 1 .9

1.99

2.00

2.02

2.04

2.07

2.07 2.08

2.09

2.10

2.12

2.13

2.14

2.15

2.17

2.18

2.20

2.22

2.23

2.26 2 .2

2.28

2.29

2.32

2.35

2.39

2.43 2.

2.45

2.46

2.46 2.

2.48

2.51

2.55

2.56

En d of A sp ha lt

2.59

2.64

2.69

.6 .7

2.70

2.74

S tre e t #

2.74

.7 .7

2.76

2.77

2.79

2.80

.8 1 2.81

2.81 2 .8

2.83

2.84

2.85

.8 .8

2.86

2.87

2.88

2.89

AZE

2.91

AZE

2.93

2.94

: 8 .0

: 8.14LW

: 8 .93

: 8 .9

LW: 9.26

V-03

M A

C O

W D

ALL

S U

R V

E Y

E S

U R

V E

Y S

T A T

O S

T A

N E

V E

C OF REVETMENTL

(TYP)

EXISTING RUBBLE / RIPRAP

M A

T C

H L

E S

H E

E T V -0

, S

T A . 2

0 CURB

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

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

/5 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\03 Survey Mapping\Site Survey

A N

S I

N /A

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

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

R E

E P

R O

T E

C T

N P

R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

SITE SURVEY - STA. 2+00 TO STA. 3+07.06

ATLANTIC OCEAN

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

AAAAA

V-04

M A

C O

W D

L L E

N E

V E

(TYP)

RUBBLE / RIPRAP

EXISTING

C OF REVETMENTL

M A T C

H L

E S

H E E T V -0 S T A

S U

R V

E Y

W A

S H P

R O

B E S

U R

V E

Y S

T A T

O S

T A

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

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

/5 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\03 Survey Mapping\Site Survey Wash Probes

A N

S I

N /A

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

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

R E

E P

R O

T E

C T

N P

R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

SITE SURVEY - STA. 0+00 TO STA. 1+00

CALLE PUNTA DEL ATLANTICO

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

AREA

TRASH

WP-1

WP-2

WP-3

WP-4

WP-5

WP-6

Inv: 1.66 Top: 2.77

(NIU)

Water Box

Box Water IE= 1.43

TE=2.33

SMH

WP-9

WP-10

WP-11

WP-12

WP-13

WP-14

WP-15

WP-16

WP-17

WP-17A

WP-18

WP-19

WP-20

WP-21

WP-22

WP-23

WP-24

WP-25

WP-26

WP-27

WP-28

WP-29

WP-30

WP-31

WP-32

WP-33

WP-34

WP-35

WP-36

WP-37

WP-38

WP-39

WP-40

WP-41

WP-42

WP-43

WP-44

WP-45

WP-46

WP-47

WP-48

STORAGE

CONCRETE & WOOD

IE= 1.67

TE=2.54

SMH

D ia m e te r

8" Diameter

STA-103

L W : 7 .6

STA 106

GATE

HOUSE

CONCRETE

FORMER FISH MARKET

ATLANTIC OCEAN

LW: 6.61

LW: 6.89

LW: 7.27

CENTER

COMMUNAL

LW: 9.62

V-05

M A

C O

W D

R V

E Y

N E

V E

POWER POLE

ELECTRICAL

OVERHEAD

ELECTRICAL

OVERHEAD

POWER POLE

ELECTRICAL

OVERHEAD

C OF REVETMENTL

W A

S H P

R O

B E S

U R

V E

Y S

T A T

M A

T C

H L

E S

H E

E T V -0

, S

T A . 1

M A

T C

H L

E S

H E

E T V -0

, S

T A . 2

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

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

/5 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\03 Survey Mapping\Site Survey Wash Probes

A N

S I

N /A

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

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

R E

E P

R O

T E

C T

N P

R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

CALLE PUNTA DEL ATLANTICO

2.06

WASH PROBE SURVEY - STA. 1+00 TO 2+00

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

W P -6

P -6

W P -7

D ia : 0 .4

M t

D ia : 0 .3

M t

T E 2.

S M

T E 2.

S M

D ia : 0 .5

M t

D ia : 0 .5

M t

P O

W E R

W P -4 9W

P -5 0W

P -5 1W

P -5 2W

P -5 3W

P -5 4W

P -5 5W

P -5

W P -5

W P -5 9W

P -6

W P -6

D ia : 0 .7 t

-7

W P -7

W P -8

W P -8 4W

P -8

W P -8

W P -9

W P -9 2W

P -9

W P -9

W P -1

W P -1 03W

P -1

W P -1 05W

P -1 06W

P -1

W P -1 08W

P -1 09W

P -1 10W

P -1

W P -1

W P -1 14W

P -1 15W

P -1

W P -1 17W

P -1 18W

P -1

W P -1

W P -1 21W

P -1 22W

P -1 23W

P -1 24W

P -1

W P -1 26W

P -1 27W

P -1

D ia m e

PUNTA DEL ATLANTICO STREET

D ia : 0 .5

M t

A R E

A T R

A S

S tr ee t #

LW: 5.92

A T

N T

C E A N

L W : 7 .1

L W : 7 .3

L W .4

LW: 7.50

: 9 .5

V-06

M A

C O

W D

ALL

S U

R V

E Y

N E

V E

C OF REVETMENTL

(TYP)

EXISTING RUBBLE / RIPRAP

W A

S H P

R O

B E S

U R

V E

Y S

T A T

O S

T A

M A

T C

H L

E S

H E

E T V -0

, S

T A . 2

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

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

/5 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\03 Survey Mapping\Site Survey Wash Probes

A N

S I

N /A

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

W E

P -1

-B -0

M A

A U

G U

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L O

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ATLANTIC OCEAN

WASH PROBE SURVEY - STA. 2+00 TO STA. 3+07.06

2. SEE SHEET C-08 FOR PHOTOS TAKEN AS OF AUGUST 27, 2019.

ELEVATIONS WERE TAKEN.

1. SEE SURVEY NOTES ON SHEET G-02 FOR DATES WHEN

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

D ia : 0 .5

M t

D ia : 0 .7

M t

D ia : 0 .5

M t

: 0 .8

: 1 .0

: 0 .9

D ia : 0 .4

M t

=2 .5

=2 .6

D ia : 0 .4

M t

D ia : 0 .7

M t

D ia : 0 .6

M t

D ia : 0 .7

M t

=2 .9

" D ia m e

8" Diameter

8" ia m et er

P-

9W P-

0W P-

1W P-

2W P-

3W P-

4W P-

5W P-

W P-

7W P-

8W P-

9W P-

0W P-

1W P-

2W P-

3W P-

W P-

6W P-

7W P-

8W P-

9W P-

0W P-

1W P-

2W P-

W P-

4W P-

5W P-

6W P-

7W P-

8W P-

9W P-

0W P-

W P-

2W P-

3W P-

4W P-

5W P-

6W P-

7W P-

8W P-

W P-

0W P-

1W P-

2W P-

3W P-

4W P-

5W P-

6W P-

W P-

P-

W P-

P-

W P-

6W P-

P-

8W P-

9W P-

0W P-

1W P-

2W P-

AZE

: 8 .0

: 8.14LW

: 8 .93

: 8 .9

LW: 9.26

-1

2 2

S O

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D E

N E

D B

D E

S C

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S U

B M

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D B

D A

T E

C O

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K E

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U E D

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US Army Corps

U .S

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$FILEL$

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L E D

T R

A N M

A R

C O B

L V

J A

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S O

N V

L E F

W E

P -1

-B -0

M A

A U

G U

S T

L O

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H O

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E P

R O

T E

C T

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R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

IE= 1.46

TE=2.10

SMH

IE= 0.91

TE=2.14

SMH IE= 0.38

TE=2.41

SMH

IE= 1.26

TE=2.24

SMH

Inv: 1.66 Top: 2.77

(NIU)

Water Box

Box Water IE= 1.43

TE=2.33

SMH

STORAGE

CONCRETE & WOOD

IE= 1.67

TE=2.54

SMH

D ia m e te r

8" Diameter

HOUSE

CONCRETE

FORMER FISH MARKET

HOUSE

CONCRETE

CENTER

COMMUNAL

C-01

SCALE:

M A

C O

W D

R E

A N

R E

V E

T M

E N

T S

T A T

O S

T A

ATLANTIC OCEAN

PLAN VIEW

10 200

N E

V E

M A

T C

H L

E S

H E E T C -0

S T

.0 m

CALLE PUNTA DEL ATLANTICO

C A

L L

A PLAN VIEW

C OF REVETMENT

1 O N 3

TRASH BIN

DISTURB

DO NOT

CONCRETE BARRIER

DEMOLISH

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

RICO VERTICAL DATUM OF 2002 (PVR02).

2. ALL ELEVATIONS ARE IN METERS AND REFER TO PUERTO

BE USED, SEE SPECIFICATION 35 31 19.

PLACEMENT OF MARINE MATTRESS. EXISTING RIPRAP MAY

1. EXISTING RUBBLE/RIPRAP MUST BE REMOVED PRIOR TO

MARINE MATTRESS 1.5m (MAX.)

EL. = 2.7

TOP OF SLOPE

REVETMENT

TOE OF SLOPE

ARMOR STONE

MARINE MATTRESS 0.6m (MIN.)

TOE OF SLOPE

ARMOR STONE

NOTE 3

SEE SHEET C-04

HPTRM

TO 1:2 SLOPE

TRANSITION 1:3 SLOPE

MARINE MATTRESS AT FENCE

TERMINATE

(TYP) SEE NOTE 1

RUBBLE / RIPRAP

EXISTING

TOE OF REVETMENT

C-01

C -0

-1

-1 -1 -1 -1

-1

1 1 1 1

S O

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N E

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E C

K E

D B

D R

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U E D

A T

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US Army Corps

U .S

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$FILEL$

A N

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L E D

T R

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A R

C O B

L V

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C K

S O

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L E F

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

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E P

R O

T E

C T

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R O J E

C T

C O

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G A

U T

H O

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R O

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A M S

E C

L O

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O R

C-02

M A

C O

W D

R E

A N R

E V

E T

M E

N T S

T A T

O S

T A

ATLANTIC OCEAN

CALLE PUNTA DEL ATLANTICO

C A L L E

M A

T C

H L

E S

H E

E T C -0

, S

T A . 2

0 5 10

N E

V E

PLAN

0 10 20

DETAILB

C OF REVETMENT

C A L L

.0 m

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

VERTICAL DATUM OF 2002 (PRV02).

5. ELEVATIONS ARE IN METERS AND REFER TO PUERTO RICO

PIPE. CONTRACTOR MUST NOT DAMAGE THE SANITARY PIPE.

4. THE ROAD HAS ERODED AWAY AND EXPOSED A SANITARY

BY THE CONTRACTING OFFICER.

3. RELOCATE PICNIC AREA TO A LOCATION AS DIRECTED

OTHERWISE NOTED.

2. DO NOT DISTURB ANY EXISTING FEATURES UNLESS

BE USED, SEE SPECIFICATION 35 31 19.

PLACEMENT OF MARINE MATTRESS. EXISTING RIPRAP MAY

1. EXISTING RUBBLE/RIPRAP MUST BE REMOVED PRIOR TO

MARINE MATTRESS 1.5m (MAX.)

EL. = 2.7

TOP OF SLOPE

REVETMENT

TOE OF SLOPE

ARMOR STONE

TOE OF SLOPE

ARMOR STONE

NOTE 3

SEE SHEET C-04

HPTRM

SEE NOTE 4

0.6m (MIN.)

MATTRESS

MARINE

RIPRAP

RUBBLE

EXISTING

1.5m (MAX.) TO 0.6m (MIN.)

MATTRESS FROM

TRANSITION MARINE

MARINE MATTRESS 1.5m (MAX.)

TOE OF REVETMENT

(SEE NOTE 3)

PICNIC AREA

RELOCATE

FROM 1.5m (MAX.) TO 0.6m (MIN.)

TRANSITION MARINE MATTRESS

SEE NOTE 1

REMOVE RUBBLE RIPRAP

TREE (TYP)

EXISTING WALKWAY

EXISTING GAZEBO

0.6m (MIN.)

MATTRESS

MARINE

C-02

C -0

C-03

M A

C O

W D

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A L S

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D B

D A

T E

C O

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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

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/6 /2

E N

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A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\CAP Projects\Loiza (14)\080 - Plans\05 Civil\C-03

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P -1

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P A

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M E

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S E

REVETMENT

SCALE: NTS

22.7

EXISTING GRADE

0.6m

1.5m1.5m

STONE (NTS)

ARMOR

TOLERANCE

0.45m

(MIN.)

1.0m (MIN.) - 1.5m (MAX.)

GEOTEXTILE

0.3m THICK MARINE MATRESS WITH

HPTRM

SCALE: NTS

REVETMENT

22.7

EXISTING GRADE

1.5m1.5m

STONE (NTS)

ARMOR

TOLERANCE

0.45m

1.0m (MIN.) - 1.5m (MAX.)

GEOTEXTILE

0.3m THICK MARINE MATRESS WITH

REVETMENT TYPICAL SECTION - (STA. 0+00 TO STA. 1+20)

REVETMENT TYPICAL SECTION - (STA. 1+20 TO STA. 3+08)

0.6m

(MIN.)

HPTRM

GEOTEXTILE

SEE NOTE 2

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

(AS REQUIRED)

CAP WITH ARMOR STONE

WITH NO. 1 STONE AND

BACKFILL

SEE NOTE 2

GRADES SHOWN. NO EARTH OR SAND FILL IS PERMITTED.

STONE ON THE MARINE MATTRESS TO MEET PROPOSAL

CHANGED. CONTRACTOR TO PLACE ADDITIONAL ARMOR

SURVEY BUT JUST TO ILLUSTRATE CONDITIONS HAVE

THE SURVEY WAS TAKEN. THIS LINE IS NOT BASED ON ANY

2. THE EXISTING GRADE HAS CHANGED SINCE THE TIME

TO PLACEMENT OF MARINE MATTRESS.

1. PROVIDE A SMOOTH GRADE FREE OF DEBRIS PRIOR

C-04

A T

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US Army Corps

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$FILEL$

A N

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S O

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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

W E

P -1

-B -0

M A

A U

G U

S T

L O

A S

H O

R E

E P

R O

T E

C T

N P

R O J E

C T

C O

N T

G A

U T

H O

S P

R O

G R

A M S

E C

L O

A P

U E

R T

O R

V A

N P

R V

-5

-25 0 25

0+50

-5

-25 0 25

-5

0+00

-25 0 25

1+00

-25 0 25

1+50

-5

E L E

V A

N P

R V

E L E

V A

N P

R V

E L E

V A

N P

R V

E L E

V A

N P

R V

E L E

V A

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R V

E L E

V A

N P

R V

E L E

V A

N P

R V

CROSS SECTIONS

C-06

P T

N A

L V

A L

U E

R E

V E

T M

E N

T C

R O

S S S

E C

N S

E .M

A R

C O

W D

R E

N E

V E

2.7

(TYP.)

REVETMENT

ARMOR STONE

GEOTEXTILE (TYP.)

0.3m THICK MARINE MATRESS WITH

(TYP.)

EXISTING GRADE

VERT. HORIZ.

2.5 50 5 100

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

PUERTO RICO VERTICAL DATUM OF 2002 (PRV02)

2. ALL ELEVATIONS ARE IN METERS AND REFET TO

1. SEE SHEET C-08 FOR EXISTING GRADE CONDITIONS.

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

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D A

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C O

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C T N

C H

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K E

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A W

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U .S

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$FILEL$

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L E D

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C O B

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W E

P -1

-B -0

M A

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G U

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L O

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R O

T E

C T

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R O J E

C T

C O

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G A

U T

H O

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R O

G R

A M S

E C

L O

A P

U E

R T

O R

-5

-25 0 25

2+50

-25 0 25

2+00

-25 0 25

3+08

-25 0 25

3+00

E L E

V A

N P

R V

E L E

V A

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R V

E L E

V A

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V A

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E L E

V A

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E L E

V A

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R V

CROSS SECTIONS

C-07

P T

N A

L V

A L

U E

R E

V E

T M

E N

T C

R O

S S S

E C

N S

E .M

A R

C O

W D

R E

N E

V E

2.7

VERT. HORIZ.

(TYP.)

REVETMENT

ARMOR STONE

GEOTEXTILE (TYP.)

0.3m THICK MARINE MATRESS WITH

(TYP.)

EXISTING GRADE

2.5 50 5 100

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S E

PUERTO RICO VERTICAL DATUM OF 2002 (PRV02)

2. ALL ELEVATIONS ARE IN METERS AND REFET TO

1. SEE SHEET C-08 FOR EXISTING GRADE CONDITIONS.

A T

N N

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

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US Army Corps

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$FILEL$

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P -1

-B -0

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C-08

PHOTO 2

PHOTO 3 PHOTO 4

P H

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O S E

G G

R A

D E C

O N

N S

PHOTO 1

(LOOKING EAST)

TAKEN APPROXIMATELY AT STA. 2+00

(LOOKING WEST)

TAKEN APPROXIMATELY AT STA. 2+00

(LOOKING WEST)

TAKEN APPROXIMATELY AT STA. 0+80

(LOOKING EAST)

TAKEN APPROXIMATELY AT STA. 0+30

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

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S E

455357-LOIZA-G-001

455357-LOIZA-G-002

455357-LOIZA-G-003

455357-LOIZA-G-004

455357-LOIZA-G-005

455357-LOIZA-G-006

455357-LOIZA-G-007

455357-LOIZA-V-001

455357-LOIZA-V-002

455357-LOIZA-V-003

455357-LOIZA-V-004

455357-LOIZA-V-005

455357-LOIZA-V-006

455357-LOIZA-C-001

455357-LOIZA-C-002

455357-LOIZA-C-003

455357-LOIZA-C-004

455357-LOIZA-C-005

455357-LOIZA-C-006

455357-LOIZA-C-007

455357-LOIZA-C-008

File details come from the government source that posted it.