W912EP18R0048_Plans.pdf

PDF 33 MB Posted Jun 29, 2018

Attached to: Guajataca Dam Spillway and Channel Reinforcement, Isabela and Quebradillas, Puerto Rico
Solicitation number: W912EP18R0048
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP18R0048 Plans

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W912EP18R0049_Amendment_0006.pdf	PDF	Jul 27, 2018
W912EP18R0048_Amendment_0005.pdf	PDF	Jul 26, 2018
W912EP18R0048_Amendment_0003.pdf	PDF	Jul 20, 2018
W912EP18R0048_Amendment_0002.pdf	PDF	Jul 16, 2018
W912EP18R0048_Amendment_0001.pdf	PDF	Jul 9, 2018
W912EP18R0048_Volume_1.pdf	PDF	Jun 29, 2018
W912EP18R0048_00_31_32_GDR.pdf	PDF	Jun 29, 2018
W912EP18R0048_Volume_2.pdf	PDF	Jun 29, 2018

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

JACKSONVILLE DISTRICT

GUAJATACA DAM

ISABELA AND QUEBRADILLAS, PUERTO RICO

SPILLWAY AND CHANNEL REINFORCEMENT

JULY 2018

W912EP-18-R-0048

W912EP-18-C-

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GENERAL

SHEET INDEX

COVER SHEETG-01

SHT NO

G-02

SHEET TITLE

TERMS, ABBREVIATIONS, SYMBOLOGY AND TABLE OF CONTENTS

G-03

C O

W D

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CIVIL

PLAN - SPILLWAYC-01

C-02

C-03

C-04

C-05

SPILLWAY CONTOURS

SPILLWAY SECTIONS AND PROFILE

SPILLWAY SURFACING PLAN

SPILLWAY CROSS SECTIONS

STRUCTURAL

S-01 DISCIPLINE NOTES AND TERMS

S-02

S-03

S-04

S-05

S-08

S-09

RESOURCE

R-01 SPILLWAY GENERAL PLAN AND SECTIONS

R-02

SPILLWAY TYPICAL SECTIONS

C-06

B-01

B-02

B-03

GEOTECHNICAL

SLOPE STABILIZATION ALONG STRUCTURE GROUND ANCHOR DETAILS - SHOTCRETE APPLICATION

C-07

C-08

S-10

S-11

G J T

C S

C R G I0

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R-03

R-04

R-05

R-06

R-07

R-08

R-09

R-10

R-11

SPILLWAY PLAN

SPILLWAY REPAIR SECTION, TYPICAL FLOWABLE FILL PLACEMENT AND DETAILS

SPILLWAY REPAIR SECTION

FRACTURE JOINT FILL SECTION

TYPICAL ANCHOR GRID PLAN VIEW

SPILLWAY ANCHORS CROSS SECTION

SHOTCRETE JOINT DETAILS - SHOTCRETE APPLICATION

SURVEY

V-01

PROJECT LOCATION AND ACCESS

SLOPE STABILIZATION GROUND ANCHOR AND SHOTCRETE JOINT DETAILS - SHOTCRETE APPLICATION

PLAN OF INTAKE TOWER SLOPE REINFORCEMENT

ELECTRICAL

E-02

E-01

GROUNDING DETAILS

C-12

ALIGNMENT INFORMATION

S-07

S-06

C-10

C-11

CHANNEL REHABILITATION PLAN AND PROFILE

CHANNEL REHABILITATION TYPICAL SECTIONS

CONCRETE SPILLWAY PROFILE

CONCRETE SPILLWAY CROSS SECTIONS

CONCRETE SPILLWAY OVERLAY PLAN

SIDE ROAD REPAIR PLAN AND SECTIONS

SPILLWAY GENERAL PLAN AND SECTIONS

SIPHON SITE PLAN AND SECTION SHEET 1

CATHODIC PROTECTION PLAN

G-04 PLAN - PROJECT FEATURES

S-12

C-09

WEEP HOLE DETAILS

SIDE ROAD PROFILE

C-13

C-14

SPILLWAY SECTIONS GROUTED RIPRAP KEY-INS

C-15

CANAL OUTLET WORKS AUXILLARY DISCHARGE PLAN AND PROFILE

OVERLAY CONCRETE SPILLWAY REINFORCEMENT AND JOINT PLAN

OVERLAY CONCRETE SPILLWAY REINFORCEMENT DETAILS

SLOPE STABILIZATION ANCHOR DETAILS AT SPILLWAY BUTTRESS

S-13

CONE VALVE HEADWALL, REMOVABLE OPERATING PLATFORM

CONE VALVE HEADWALL, REINFORCEMENT SECTIONS

CONE VALVE HEADWALL, PLAN AND SECTIONS

M-01

MECHANICAL

RAILING DETAILS

V-02 BORING LOCATIONS

CROSS DRAIN CULVERT AND MITERED END SECTION

FIXED CONE VALVE, GENERAL ARRANGEMENT

EXISTING SURFACE AND DEMOLITION

OF THE SPILLWAY OR EMBANKMENT.

AND ARE NOT INTENDED FOR LONG-TERM REMEDIATION OR REPAIR

THE DESIGNS SHOWN ARE INTERIM RISK REDUCTION MEASURES ONLY

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DETAIL BOUNDRY

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

LINE SYMBOL KEY

WASTE LINE, SANITARY

POTABLE COLD WATER

COMPRESSED AIR

COMUNICATION, OVERHEAD

COMMUNICATION, UNDERGROUND

CONSTRUCTION LIMITS

CULVERT

DITCH

ELECTRICAL PRIMARY, OVERHEAD

ELECTRICAL PRIMARY, UNDERGROUND

ELECTRICAL SECONDARY, OVERHEAD

ELECTRICAL SECONDARY, UNDERGROUND

FENCE

FIBER OPTIC, UNDERGROUND

POTABLE HOT WATER

OBJECT CENTERLINE

FUEL OIL RETURN

FUEL OIL SUPPLY

GUARDRAIL

LPG SUPPLY

WATER MAIN

RIGHT-OF-WAY

PROPERTY LINE

IDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

REDUCED TO FIT

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

14 14OR

X°

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

G3 F5

0 4' 8'2'

GRAPHIC SCALE

IDENTIFICATION

B7 A4

C3 D8

30' 60'0

IDENTIFICATION

SCALE REFERENCE

GRAPHIC SCALES

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

OUT IN DETAIL

LOCATION CALLED

AND MARK No.

NOMENCLATURE

DRAWING AREA PLAN TITLE

F3 SCALE: 1/4"=1'-0"

SCALE REFERENCE

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

COUPLING DETAIL

DRAWING AREA STANDARD DETAIL TITLE

C-24

SHEET CALLOUT

C-76

S-56 S-56

A-32 M-51

A-21 A-21 A-22 A-22

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE SHOWN

DRAWING WHERE

DETAIL INDICATOR

SMALL CONDITIONS

FLOOR PLAN

SCALE: 1/4"=1'-0"

SCALE REFERENCE

CROSS SECTION

SCALE: 1"=30'

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

ARROW

PLAN NORTH

MATERIAL SYMBOL KEY

STORM DRAIN

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED TO FIT

GENERAL NOTES

TABLE OF CONTENTSGENERAL SYMBOLOGY

T/B TOP AND BOTTOM

EF EACH FACE

F-09

SHEET INDENTIFICATION KEY

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

C-16

S-544B

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

WITH BUILDING ID

FACILITY IDENTIFICATION

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LOCATION OF REPAIRS

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GROUTED RIPRAP

EXISTING RIPRAP (VARIES)

ROCK FILL

CONCRETE

EXISTING JERSEY BARIERS

RIP RAP AND FLOWABLE FILL

EXISTING CONCRETE

EXISTING GROUTED RIPRAP

ASPHALT

CRUSHED ROCK

(CONTINUATION)

TERMS AND ABBREVIATIONS

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

DRAWINGS TO THE EXTENT APPLICABLE.

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

R - RESOURCE

E- ELECTRICAL

M - MECHANICAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY

G - GENERAL

SYMMETRICALSYMM

SQUARE FEETSQ FT

SQUARESQ

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

POINT OF TURNINGPT

PROPERTYPROP

PUERTO RICO HIGHWAY TRANSPORTATION AUTHORITYPRHTA

PREPA PUERTO RICO ELECTRIC POWER AUTHORITY

POINT OF ENDINGPOE

POINT OF CURVATUREPOC

POINT OF BEGINNINGPOB

PART NUMBERPN

POINT OF INTERSECTIONPI

OPPOSITEOPP

OUTSIDE DIAMETEROD

ON CENTEROC

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

MILIMETERMM

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

METERM

LINEAR FOOTLF

POUNDSLBS

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

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

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CONTRACTING OFFICER REPRESENTATIVECOR

CONCRETECONC

CENTIMETERCM

CLEARCLR

CENTERLINECL

BETWEENBTWN

BOTTOMBOT

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

APPROXIMATEAPPROX

APPROVEDAPPD

AMERICAN NATIONAL STANDARDS INSTITUTEANSI

ALTERNATEALT

ALLOWANCEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ASPHALT INSTITUTEAI

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

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GENERAL SHEET NOTES

G-03

R A

L P

SAN JUAN

RIO GRANDE

FAJARDO

HUMACAO

GUAYAMA

PONCE

MAYAGUEZ

AGUADILLA

ARECIBO DORADO

PUERTO RICO

PROJECT

LOCATION

CARIBBEAN SEA

ATLANTIC OCEAN

PROJECT LOCATION

G E

N E

R A

C O

W D

R E

C O

W D

R E

CONSTRUCTION LIMITS

NORTHING EASTING

P R

O J E

C T L

O C

A T

N A

N D A

C C

E S

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C S

C R G I0

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GUAJATACA SPILLWAY

LAGO DE GUAJATACA

40m0 20

LEGEND

DIRECTION TO ACCESS TO THE PROJECT.

NO.

262,596.68

262,634.50

262,341.37

262,341.34

262,540.55

262,652.92

262,623.50

262,633.38

147,876.98

148,052.63

148,040.53

147,914.15

147,876.98

148,269.11

148,312.90

148,264.64

148,303.70262,607.90

2 262,593.32 147,991.22

262,644.77

262,625.14

262,531.10

148,087.87

148,097.89

148,047.50

SEE NOTE 4

STAGING AREA

SLOPE STABILIZATION ALONG STRUCTURE

INTAKE TOWER

GUAJATACA DAM

CONTROL HOUSE

SPILLWAY REPAIR AREA

SEE NOTE 4

STAGING AREA

CHANNEL REPAIR AREA

WORKS HEADWALL

RIVER OUTLET

CONTROL HOUSE

EXISTING SLEEVE VALVE

LOCATIONS SHALL BE APPROVED BY THE COR.

FLOW OR POTENTIAL OF WATER FLOW. STOCKPILE MATERIAL

DOESN'T OBSTRUCT CONSTRUCTION, TRAFFIC AND WATER

CONSTRUCTION, FOR STAGING AND EQUIPMENT, PROVIDED IT

4. CONTRACTOR MAY USE THE AREA WITHIN THE LIMITS OF

THE WEST OR PR 119 FROM THE NORTH.

3. ACCESS TO THE PROJECT SITE CAN BE ALONG PR 476 FROM

NOTED.

2. ELEVATION VALUES ARE IN METERS UNLESS OTHERWISE

NOTED.

1. LINEAR DIMENSIONS ARE IN METERS UNLESS OTHERWISE

HIGHWAY NUMBER

LOCATION MAP

SCALE: N.T.S.

48" PIPE, AND CHANNEL ALIGNMENT.

4. SEE SHEET C-15 FOR SPILLWAY, SIDE ROAD, CROSS DRAIN OF

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

1:1.5

1:VAR.

C-04

1:1.5

3.7 m

0+63.18

1+ .4

P I

PLAN - PROJECT FEATURES

0 20m10SCALE: 1:400

C-05

C-08

EXISTING 96" PIPE

EXISTING 54" RCP

ENCASEMENT

CONCRETE

EXISTING

(1985)

ALIGNMENT

SPILLWAY

SEE NOTE 4

ALIGNMENT

SPILLWAY

SEE SHEET C-08

42" DISCHARGE PIPE

STAIRS AND

SWALE BEGINS

C-09

PIPE SEE SHEET

48" CULVERT

SHEET C-10

HOLE PIPE DETAIL

(TYP.) SEE WEEP

SPACED 5.0m OC

WEEP HOLE PIPES

HDPE SIPHON

EXISTING 42"

HEADWALL

WORKS

EXISTING RIVER OUTLET

SEE SHEETS C-13 AND C-14

CHANNEL REHABILITATION

E X

G D

T R

O A

EXISTING CANAL

BRIDGE

EXISTING

0+92.57

0+78.43

0+47.87

P T

P C

1+ .4

2+ .3

0+00.00

POB

0+20

0+40

0+60

0+80

C-04

0+00

1+00

GUTTER

CURB AND

SEE SHEETS C-11 AND C-12

SIDE ROAD REPAIR

ON SHEET C-05

SEE TERMINATION

SWALE ENDS

C-03

C -0

G-04

G J T

C S

C R -C

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TOE OF SLOPE

TOP OF BERM

TOE OF SLOPE

DRAIN

EXISTING BUTTRESS

TOE OF SLOPE

EXISTING RIPRAP

TOP OF SLOPE

EXISTING RIPRAP

CONTROL HOUSE

SLEEVE VALVE

GROUTING

LIMITS OF

GROUTING

LIMITS OF

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V-01

M O

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C O

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C O

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EXISTING SURFACE

GUAJATACA DAM

GUAJATACA SPILLWAY

LAGO GUAJATACA

0 20 40m

GENERAL SURVEY NOTES

SURVEY CONTROL

HORIZONTAL AND VERTICAL CONTROL POINT

206.327

202.606

200.966

169.568

BRONZE CAP

BRONZE CAP NEAR OFFICE GATE

BRONZE CAP NEAR CONTROL TOWER

BRONZE CAP ON BRIDGE ABUTMENT

262,376.997

262,420.713

262,623.736

262,590.461

148,045.204

148,104.273

148,297.134

147,891.991

G U

A J A

T A

C A D

A M S

T A

T E R

O A

D P

R -1

OFFICE

CANAL

ACCESS ROAD

T R

O A

BARRIERS

JERSEY

BRIDGE

STATE

PR-

STATE ROAD PR-476

DESIGNATION NORTHING EASTING ELEVATION DESCRIPTION

G J T

C S

C R V

S .d g n

INTAKE TOWER

CONTROL HOUSE

WORKS HEADWALL

RIVER OUTLET

RIPRAP AREA

CONTROL HOUSE

EXISTING SLEEVE VALVE

NOTE 4

TEMPOPARY PUMPS

NOTE 4

DISCHARGE PIPES

TEMPORARY PUMPS

ALIGNMENT

1985 SPILLWAY

SEE NOTE 5

7. CONTROL POINTS SURVEY ACCURACY IS 1:40,911.

DATUM.

6. ELEVATIONS ARE REFERENCED TO LOCAL PROJECT VERTICAL

(NA1997) COORDINATES SYSTEM.

5. COORDINATES ARE REFERRED TO LAMBERT NAD83 REV 97

ARE GIVEN IN METERS.

4. ALL DISTANCES, COORDINATES, ELEVATIONS AND STATIONS

+/- 0.63 METER.

PERCENT OF THE DATA TESTED IN THE OPEN AREAS IS WITHIN

SURVEY REFERENCED IN NOTE 2 ABOVE RESULTED IN 95%

TOPOGRAPHIC ELEVATION DATA COLLECTED DURING THE

ARMY CORPS OF ENGINEERS. COMPARISON WITH

BRANCH, OPERATIONS DIVISION, JACKSONVILLE DISTRICT, U.S.

CONDUCTED BY UAS SECTION, SURVEYING AND MAPPING

RESULT OF TRIANGULATION OF AERIAL IMAGERY ACQUISITION

3. TOPOGRAPHIC ELEVATION DATA DEPICTED HEREON ARE THE

SURVEY PRIOR TO STARTING ANY EARTHWORK OPERATIONS.

CONTRACTOR SHALL PREFORM NEW GROUND ELEVATION

HAVE CHANGED SIENCE THE 11 NOVEMBER 2017 SURVEY.

SURVEY 11 NOVEMBER 2017. GROUND ELEVATIONS SHOWN

SURVEYING CONSULTANTS, MAYAGUEZ, PUERTO RICO. DATE

CONDUCTED BY V. SEDA AND ASSOCIATES, PSC. LAND

2. TOPOGRAPHIC FEATURES LOCATED DURING SURVEY

PUERTO RICO.

ISABELA AND QUEBRADILLAS IN THE COMMONWEALTH OF

1. LOCATION: GUAJATACA DAM, WITHIN THE MUNICIPALITIES OF

SEE NOTE 6

E X

G S

U R

F A

C E A

N D D

E M

O L

SCALE: 1:800

CONCRETE SPILLWAY CHANNEL.

6. DEMOLISH AND REMOVE FROM SITE 7m X 10.5m OF EXISITNG

REMOVING PIPES.

COMPLETE. NOTIFY COR A MINIMUM OF ONE WEEK BEFORE

WORK AND REINSTALL DUCTILE IRON PIPE AFTER WORK IS

PIPE. REMOVE BOTH PIPES PRIOR TO BEGINNING SPILLWAY

5. GENERAL LOCATION OF (1) 8" DUCTILE IRON AND (1) 8" PVC

4. SHOWN FOR REFERENCE ONLY, NOT PART OF THE SURVEY.

3. REFER TO PUERTO RICO VERTICAL DATUM 2002 (PRVD02).

SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS OTHERWISE

SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS OTHERWISE

0+68.78

A 1+00

0+23

EQNAHDA 0+71.57

EQNBK1+00.00

A 2+00

A 2+03

0 180

198199

S O

A T

N N

D E

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D B

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M A

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S U

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D B

D A

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\03 Survey Mapping\V-02

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L E F

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T O R

G U

A J

A T

A C

A D

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S B

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L W

A Y A

N D C

H A

N N

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F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

V-02

M O

O R

S U

R V

E Y

C O

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C O

W D

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B O

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A T

N S

GUAJATACA DAM

GUAJATACA SPILLWAY

LAGO GUAJATACAG

A J A

T A

C A D

A M S

T A

T E R

O A

D P

R -1

OFFICE

CANAL

ACCESS ROAD

T R

O A

BARRIERS

JERSEY

BRIDGE

STATE

PR-

STATE ROAD PR-476

G J T

C S

C R V

S .d g n

WORKS HEADWALL

RIVER OUTLET

RIPRAP AREA

CONTROL HOUSE

EXISTING SLEEVE VALVE

SECTIO

N 1

SECTIO

N 2

SECTION 3

SECTION 4

SECTION 5

SECTION 6

SECTIO

N 7

LEGEND

BORING LOCATIONS

GDPR18-CB-05

GDPR18-CB-06

GDPR18-CB-08

GDPR18-CB-09

GDPR18-CB-10

GDPR18-CB-11

GDPR18-CB-06A

GDPR18-CB-11A 147991

147989.5

147893.5

148004.1

147969.6

147987.4

148005.1

147996.3

262564.9

262560.9

262566.6

262468

262485.6

262445.3

262417.6

262367.7

BORINGS

NO. DESIGNATION

X Y

5200, NAD83

STATE PLAN, PR-VI

D-H-1

D-H-2

D-H-3

D-H-4

D-H-5

D-H-6

D-H-7

D-H-8

D-H-9

D-H-10

D-H-11

D-H-12

D-H-13

PR-10

147953

147983

147979

147944

147959

147987

147955

147919

262503

262488

262452

262428

262402

262376

262355

262382

PROJECT COORDINATE SYSTEM AND DATUM

COORDINATES PRESENTED CORRESPOND TO THE

CP-17-GDPR-CB-PR471-01

NO. DESIGNATION

X Y

5200, NAD83

STATE PLAN, PR-VI

PROJECT COORDINATE SYSTEM AND DATUM

COORDINATES PRESENTED CORRESPOND TO THE

PIEZOMETERS

SPP-11

SPP-15

147986.1

148016.1

262430.3

262565.4

PEIZOMETER LOCATIONS

148269.78

147993

148019

147986

147961

147985

147969

262645.88

262340

262542

262569

262556

262551

262517

0 20 40m

BORING LOCATIONS

SCALE: 1:800

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

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C O

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R A

C T N

C H

E C

K E

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N B

U E D

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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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\04 Geotechnical\B-01

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

200200

201 201

203204

TOWER

INTAKE

EXISTING

WALKWAY

TOWER

INTAKE

GENERAL SHEET NOTES

REFER TO SHEET V-01 FOR SURVEY INFORMATION. 1.

B-02

B1 PLAN OF INTAKE TOWER SLOPE REINFORCEMENT

0 5m3

G E

O T

E C

H N

A L

G J T

C S

C R

G .d g n

H U

T S

B-01

A N O

F I

N T

A K

E T

O W

E R S

L O

P E R

F O

R C

E M

L E

E C

C O

W D

R E

EL=195.0

Y=262633.3 X=148266.4

EL=199.0

Y=262637.2 X=148269.9

EL=199.0

Y=262634.7 X=148276.1

EL=199.0

Y=262631.2 X=148283.3

EL=201.3

Y=262630.0 X=148285.9

EL=201.3

Y=262626.0 X=148296.6

EL=201.3

Y=262625.0 X=148298.1

EL=201.3

Y=262623.2 X=148300.9

EL=201.3

Y=262614.8 X=148311.8

EL=195.0

Y=262609.8 X=148309.4

EL=195.0

Y=262612.5 X=148303.4

EL=195.0

Y=262616.5 X=148297.7

EL=195.0

Y=262618.0

X=148295.7EL=195.0

Y=262623.8 X=148287.4

EL=195.0

Y=262629.3 X=148276.1

EL=199.0

Y=262638.7 X=148267.2

SHOTCRETE LIMITS

EL=201.3

Y=262626.6 X=148295.8

EL=200.5

EL=201.3

X=148295.8

EL=200.0

Y=262623.0 X=148294.9

EL=200.0

Y=262621.8 X=148297.5

EL=201.3

Y=262622.3 X=148300.5

EL=201.3

Y=262623.8 X=148297.4

SHOTCRETE LIMITS

Z= 5.

E =1 3.

N =2 1.

Z= 7.

E =1 0.

N =2 1.

Z= 3.

E =1 3.

N =2 4.

Z= 4.

E =1 2.

N =2 5.

Z= 4.

E =1 1.

N =2 3.

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

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C O

N T

R A

C T N

C H

E C

K E

D B

D R

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U E D

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\04 Geotechnical\B-02

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L W

A Y A

N D C

H A

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F O

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B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

B-02

SCALE: NTS

APPROXIMATE PLACEMENT OF SHOTCRETE

EXISTING SURFACE

S L E

E C

C O

W D

R E

G E

O T

E C

H N

A L

H U

T S

E L L

S L

O P

E S

T A

A T

N A

L O

N G S

T R

U C

T U

R E

DETAIL (TYP.)

GROUND ANCHOR

SEE SHEET B-03

EL. 192.8

EL. 195.0

(TYP.)

30 cm 15cm STRIP DRAIN (TYP.)

EL. 192.8

EL. 195.0

ELEVATION ~ 192.8m (VARIES)

LAKE WATER SURFACE

NOTE:

G R

O U

N D A

N C

H O

R S E

Q U

LLY

P A C E D , M

A X

U M A

S S

H O

W N B

G R

O U

N D A

N C

H O

R D

E T

S S

H O

T C

R E

T E A

P P

A T

B-03

.3 m

STRIP DRAIN (TYP.)

30cm HDPE COVER OVER

(TYP)

ANCHOR

GROUND

EL. 195.0

STRIP DRAIN, 2.54cm MIN.

GEOCOMPOSITE

SHEET, 60 MIL THICK

HDPE COVER

EL. ~ 201.3

BEARING PLATE FACE TO BOTTOM OF DRILL HOLE

GROUND ANCHOR, EACH 4.75m LONG FROM BOTTOM OF

PLAN VIEW - EROSION FACE PLAN VIEW FOR SHOTCRETE TREATMENT

SURFACE (VARIES)

EXISTING GROUND

(SEE NOTE 10)

AS NEEDED

ROUGH GRADING

SLOPE SURFACE

EXISTING SLIDE

PANEL TO MATCH

SHOTCRETE

MATCH 20cm

APPROXIMATE EL. 195

UNDER WALKWAY

NO SHOTCRETE BEHIND TOWER

FIELD FIT LIMIT OF SHOTCRETE

G J T

C S

C R B

G .d g n

4m MAX. (TYP)

SEE NOTE 9 (TYP.)

1.5m O.C.

m M

A X (T

Y P

DETAIL - EROSION FACE SECTION FOR SHOTCRETE TREATMENT

SEE DETAIL B1, SHEET B-01

(TYP.)

EXISTING SLOPE SURFACE

EXTENDED (30cm)

HDPE AND STRIP DRAIN

GEOCOMPOSITE STRIP DRAIN

TWO LAYERS SHOTCRETE

EXTENDED (30cm) (TYP.)

HDPE AND STRIP DRAIN

SHOTCRETE

SHOTCRETE PANEL

(T Y

.5 m

SHOTCRETE

SEE DETAIL B1, SHEET B-01

FIELD FIT LIMIT OF SHOTCRETE

.5 m m

T Y

.5 m

T Y

3m (TYP)1.5m (TYP)

S E

E N

O T

E6 DETAIL - TOE DETAIL FOR INTAKE TOWER SLOPE

SCALE: N.T.S.

GENERAL SHEET NOTES

ABUTS WALKWAY SLABS.

11. PLACE EXPANSION JOINT FILLER MATERIAL WHERE SHOTCRETE

WATER AND/OR IMPEDE DRAIN FUNCTION.

REDUCE BENCHES AND POCKETS THAT COULD POND SURFACE

GRADES. SOME ROUGH GRADING WILL BE REQUIRED TO

USACE ENGINEER, TO MATCH EXISTING ELEVATIONS AND

FIELD FIT THEIR WORK AS NEEDED, IN COORDINATION WITH THE

GRADES OF THE FEATURES ON SITE. THE CONTRACTOR SHALL

10. THE INTENT OF THE WORK SHOWN IS TO MATCH THE EXISTING

MAXIMUM SPACING (4m) TYP.

9. CONTRACTION JOINT, VERTICAL AND HORIZONTAL,

FABRIC GEOTEXTILE SHELL. HDPE MIN. THICKNESS OF 60 MIL.

DRAIN CORE TO BE COMPLETELY ENCAPSULATED BY FILTER

FASTENED TO SLOPE PER MANUFACTURER'S RECOMMENDATION,

SHOTCRETE PANEL. HDPE COVER AND STRIP DRAINS TO BE

PREVENT CONTAMINATION DURING PLACEMENT OF FINAL

8. HDPE SHEET TO BE PLACED ON TOP OF STRIP DRAIN TO

7. ANCHOR LOCK OFF LOAD = 1.0 KIPS.

6. ANCHOR SPACING SHOWN IS NORMAL TO SLOPE FACE.

5. SHOTCRETE LATERAL EXTENT TO BE FIELD FITTED.

FROM ANY EDGE OF SHOTCRETE PANEL.

4. GROUND ANCHOR SHALL BE LOCATED NOT LESS THAN 0.5m

3. CENTRALIZERS SHALL BE SPACED @ 1.2m O.C. MAX.

STEEL BAR (TENDON).

2. DRILL HOLE SHALL EXTEND A MINIMUM OF 7 CM FROM END OF

AFTER APPLICATION.

UNTIL SHOTCRETE LAYERS HAVE CURED A MINIMUM OF 7 DAYS

1. BEARING PLATE AND NUT SHALL NOT BE PLACED OR TENSIONED

ON DRAWING B-01

EXTEND TO THE ELEVATIONS SHOWN

EL. 193 ± 2m (VARIES)

NORMAL POOL

E-6

A T

N N

D E

N E

D B

D E

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M A

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S U

B M

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D B

D A

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C T N

C H

E C

K E

D B

D R

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U E D

A T

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\04 Geotechnical\B-03

A W

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A N M

A R

C O B

L V

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N V

L E F

P U

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T O R

G U

A J

A T

A C

A D

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S B

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S P

L W

A Y A

N D C

H A

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E L R

F O

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E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

B-03

C1 SECTION

C2 SECTION

SCALE: NTS

G E

O T

E C

H N

H U

T S

E L L

S L E

E C

C O

W D

R E

BOND LENGTH

MIN.

7cm

GROUND ANCHOR DETAIL (TYP.)

O T

C R

E T

E J

T D

E T

S S

H O

T C

R E

T E A

P P

A T

S L

O P

E S

T A

A T

G R

O U

N D A

N C

H O

R A c m

J T

C S

C R B

G .d g n

B-02

SCALE: N.T.S.

SHOTCRETE CONTRACTION JOINT - HORIZONTAL AND VERTICAL (TYP.)

AREA

FOOT SLOPE

INTAKE TOWER

LENGTH (M)

BOND

BOND LENGTH (M)

TENDON

LENGTH (M)

FREE STRESSING

1.68 1.83 3.0

ANCHOR SCHEDULE

LOCATIONS.

1. SEE DRAWING B-02 FOR GROUND ANCHOR

SCALE: N.T.S.

NEW SHOTCRETEEXISTING SHOTCRETE

STEEL BAR

PRESTRESSING

DRILL HOLE

SHEATH

GROUT

CENTRALIZER

STEEL BAR

PRESTRESSING

DRILL HOLE

SLOPE SURFACE

FROM REBOUND

PROTECT REVEAL

c m

5cm

.5 c m

CENTRALIZER

GROUT

REINFORCED SHOTCRETE

SURFACE LAYER OF FIBER

SHOTCRETE

OF FIBER REINFORCED

PRELIMINARY LAYER

BAR GRADE 75, NO. 10

THREADED STEEL,

PRESTRESSING

EPOXY COATED

REQUIRED

COUPLER AS

SEAL

STEEL BAR

PRESTRESSING

EPOXY COATED

GROUT

COMPOUND OR GROUT

CORROSION INHIBITING

SHEATH FILLED WITH

PAD

GROUT BEARING

TRUMPET

COVER

ANCHORAGE

OR GROUT

INHIBITING COMPOUND

FILLED W/ CORROSION

ANCHOR NUT

EPOXY COATED

23cm X 23cm X 3.2cm

BEARING PLATE

A36 STEEL EPOXY COATED

TENDON BOND LENGTH

FREE STRESSING LENGTH

10cm

5 cm. MIN.

1.3cm MIN.

B-03

REPLACEMENT OF EMBANKMENT SOILS.

INCLUDE, BUT IS NOT LIMITED TO OVER-EXCAVATION AND

CONSTRUCTION. GROUND SURFACE PREPARATION MAY

PREPARATION PRIOR TO SWALE AND EMBANKMENT

6. THIS AREA MAY REQUIRE EXTENSIVE GROUND SURFACE

48" CULVERT PIPE ALIGNMENT.

5. SEE SHEET C-15 FOR SPILLWAY, ROAD AND

ON SHEET C-05.

ALONG EMBANKMENT TOE. SEE SWALE DETAIL

THE EAST SIDE. DEPTH OF SWALE WILL BE 0.50m

4. SWALE WIDTH WILL VARY FROM 1.0m TO 2.0m ON

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

1:1.5

1:VAR.

C-04

1:1.5

BEGINS

SPILLWAY ALIGNMENT

3.7 m

0 20m10

PLAN - SPILLWAY

C-05

SHEET C-09

PIPE SEE

48" CULVERT

SEE NOTE 6

SEE NOTE 4

SWALE BEGINS

TOP OF BERM

SEE NOTE 5

ALIGNMENT

SPILLWAY

EL=180.0

Y=262540.7 X=147972.7

EL=175.5

Y=262528.6 X=147978.0

GUTTER

CURB AND

EL=184.0

Y=262522.4 X=147938.9

EL=172.0

Y=262558.7 X=148007.1

HDPE SIPHON

EXISTING 42"

ENCASEMENT

CONCRETE

EXISTING

EXISTING 54" RCP

EXISTING 96" PIPE

EL=180.0

Y=262516.6 X=147952.5

SEE SHEETS C-13 AND C-14

CHANNEL REHABILITATION

HEADWALL

WORKS

EXISTING RIVER OUTLET

DETAIL SHEET C-10

SEE WEEP HOLE PIPE

SPACED 5m O.C. (TYP.)

WEEP HOLE PIPES

EL=172.0

Y=262532.6 X=147937.3

EL=171.5

Y=262570.1 X=147962.1

EL=171.5

Y=262568.7 X=148007.4

EL.=172.0

Y=262532.6

X=147937.3

E X

G D

T R

O A

EXISTING CANAL

EL=172.0

Y=262560.0 X=147965.9

EL=185.5

Y=262467.4 X=147949.4

EL=181.0

Y=262539.6

X=147977.0

EL=180.0

Y=262537.6

X=147976.9

BRIDGE

EXISTING

ENDSALI

ENT

C -0

C-04

0+00

1+00

SEE SHEET C-11 AND C-12

SIDE ROAD REPAIR

EL=175.5

Y=262497.6

X=147966.0

EL=175.5

Y=262510.1 X=147958.7

EL=175.5

Y=262527.9 X=148000.3

EL=175.5

Y=262498.0 X=147988.7

C-05

EL=176.4

Y=262492.6 X=147965.4

C-03

C-08

EL=180.0

Y=262521.0 X=147848.4

1m R

EL=180.0

Y=262542.6 X=147970.9

C-01

G J T

C S

C R -C

S .d

A N S

L W

A Y

G R

E S

C O

W D

E R

R A

L P

S O

A T

N N

D E

N E

D B

D E

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S U

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T E

D B

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-01

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

EL=181.0

Y=262540.8 X=148003.3

EL=180.0

Y=262543.6 X=147977.1

EL=181.0

Y=262541.6

X=147977.0

EL=181.0

Y=262538.8 X=148002.8

EL=184.0

Y=262493.6 X=148000.6

EL=184.0

Y=262514.5 X=147946.2

EL=184.0

Y=262509.8 X=147948.1

EL=186.1

Y=262463.1 X=147953.1

EL=184.0

Y=262495.7 X=147952.9

EL=184.0

Y=262503.3 X=147948.5

EL=184.0

Y=262548.3 X=148014.9

EL=184.0

Y=262526.7 X=148012.5

EL=184.0

Y=262519.1 X=148010.6

EL=185.5

Y=262467.5 X=147953.4

EL=185.8

Y=262436.8 X=147973.4

EL=185.8

Y=262438.7 X=147958.8

EL=186.5

Y=262464.6 X=147989.3

EL=186.5

Y=262463.3 X=147993.1

EL=186.5

Y=262457.9 X=147987.3

EL=175.5

Y=262501.9 X=147963.5

EL=190.0

Y=262435.9 X=147980.6

EL=190.0

Y=262439.7 X=147951.2

1.5:1

1:1.5

TOE OF SLOPE

CONTROL HOUSE

EXISTING SLEAVE VALVE

TOP OF SLOPE

GROUTING

LIMITS OF

RIPRAP

EXISTING

GROUTUNG

LIMITS OF

TOE OF SLOPE

SEE NOTE 4

EDGE OF ROCK FILL

TOP OF BERM

DRAIN

EXISTING BUTTRESS

SLOPE

TOE OF

192 1

0+00

1+00

SEE NOTE 6

GENERAL SHEET NOTES

0 20m10

E X

G D

T R

O A

BRIDGE

EXISTING

CANAL

EXISTING

C-02

L W

A Y C

O N

T O

U R

G R

E S

C O

W D

E R

R A

L P

ENDSALI

ENT

BEGINS

ALIGNMENT

SPILLWAY

SPILLWAY CONTOURS

EXISTING 96" PIPE

EXISTING 54" RCP

WORKS HEADWALL

EXISTING RIVER OUTLET

CONTROL HOUSE

EXISTING SLEEVE VALVE

DRAIN

EXISTING BUTTRESS

SHALL BE VERIFIED WITH PREPA.

WORK IN THIS AREA, THE LOCATION OF THIS INSTRUMENT

THE LIMITS OF THE PROPOSED WORK. PRIOR TO ANY

7. PIEZOMETER LOCATION DH-23 (SPP-15) FALLS WITHIN

LOCATION.

6. SEE STRUCTURAL PLANS FOR GRADING AT STAIRWAY

INFORMATION.

5. REFER TO SHEET C-15 FOR SPILLWAY ALIGNMENT

ALIGNMENT.

4. REFER TO SHEET G-04 FOR PLAN VIEW OF SPILLWAY

(PRVD02).

REFER TO PUERTO RICO VERTICAL DATUM 2002 3.

OTHERWISE SHOWN.

ELEVATION VALUES ARE IN METERS, UNLESS 2.

OTHERWISE SHOWN.

LINEAR DIMENSIONS ARE IN METERS, UNLESS 1.

S O

A T

N N

D E

N E

D B

D E

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M A

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S U

B M

T E

D B

D A

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C O

N T

R A

C T N

C H

E C

K E

D B

D R

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U E D

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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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-02

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A T

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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

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L E F

P U

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T O R

G U

A J

A T

A C

A D

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R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

EL. 175.5

TOE OF SLOPE

TOP OF SLOPE

RIPRAP

EXISTING

LIMITS

CONSTRUCTION

ROAD

SEE NOTE 7

EXISTING CONCRETE

CONCRETE

HIGH STRENGTH FLOWABLE FILL

EXISTING GROUTED JERSEY BARRIERS

ROCK FILL

EXISTING RIPRAP (VARIES)

GROUTED RIP RAP

RECIEVING SHOTCRETE, ROCKFILL, OR GROUTED RIP RAP.

11. SOD EXCAVATED SURFACE OR HYDOSEED ALL AREAS NOT

GROUTED STONE SURFACE TO PROMOTE DRAINAGE.

OR MECHANICALLY PUNCH EXISTING SHOTCRETE AND/ OR

SHOTCRETE, CONTRACTOR MAY BE REQUIRED TO CORE

10. PRIOR TO PLACEMENT OF ANY MATERIALS ONTO EXISTING

DIRECTLY ONTO SOIL EMBANKMENT.

BACK FILL STONE. NO ROCK FILL SHALL BE PLACED

AND TOPSOIL, AND PLACE 12 - INCH THICK LAYER OF

EMBANKMENT FIRST REMOVE ANY EXISTING VEGETATION

9. FOR ANY ROCK FILL THAT IS TO BE PLACED ONTO SOIL

FLOWABLE FILL.

8. FILL ROCK FILL SURFACE WITH 6" LOW STRENGTH

7. REFER TO C-05 FOR PROFILE INFORMATION.

FEATURES ARE APPROXIMATE.

6. HORIZONTAL AND VERTICAL LIMITS OF EXISTING

WATER AND/OR IMPEDE DRAIN FUNCTION.

BENCHES AND POCKETS THAT COULD POND SURFACE

ROUGH GRADING WILL BE REQUIRED TO REDUCE

TO MATCH EXISTING SURFACES AND GRADES. SOME

NEEDED, IN ACCORDANCE WITH THE COR,

THE CONTRACTOR SHALL FIELD FIT THEIR WORK AS

EXISTING GRADES OF THE FEATURES ON THE SITE.

5. THE INTENT OF THE WORK SHOWN IS TO MATCH

SOLICITATION W912EP-18-R-009.

4. SOME EXISTING FEATURES CONSTRUCTED UNDER

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

5 10m0

SPILLWAY SECTION

C-06

C-05

C-01

G-04

LEGEND:

C-03

SPILLWAY SECTION

5 10m0

S P

L W

A Y T

Y P

A L S

E C

G R

E S

C O

W D

R E

R A

L P

G J T

C S

C R -C

S .d g n

C-06

C-05

C-01

G-04

C-06

C-05

C-01

G-04

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

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U E D

A T

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-03

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T R

A N M

A R

C O B

L V

J A

C K

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L E F

P U

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T O R

G U

A J

A T

A C

A D

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R I

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L W

A Y A

N D C

H A

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F O

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E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

R A

P m G

R O

U T

E D

R A

P m G

R O

U T

E D

0 25 50 60-25-50-60

STA 0+25

STA 0+80

0 20 40-20-40-60 60

STA 1+06

SEE NOTE 10

SEE NOTE 11

SEE NOTE 10

EL 175.5

SEE NOTE 10

ROAD

EL 180.0

EL 181.0

SEE NOTE 10

CULVERT

PIPE

CONC.

48" ØSEE NOTE 9

EXISTING GROUTED RIP RAP

ROCK FILL

EXISTING RIPRAP (VARIES)

GROUTED RIP RAP

SHOTCRETE, ROCKFILL, OR GROUTED RIP RAP.

11. SOD OR HYDROSEED ALL AREAS NOT RECIEVING

PROMOTE DRAINAGE.

OR MECHANICALLY PUNCH SHOTCRETE SURFACE TO

SHOTCRETE, CONTRACTOR MAY BE REQUIRED TO CORE

10. PRIOR TO PLACEMENT OF ANY MATERIALS ONTO EXISTING

DIRECTLY ONTO SOIL EMBANKMENT.

BACK FILL STONE. NO ROCK FILL SHALL BE PLACED

AND TOPSOIL, AND PLACE 12 - INCH THICK LAYER OF

EMBANKMENT FIRST REMOVE ANY EXISTING VEGETATION

9. FOR ANY ROCK FILL THAT IS TO BE PLACED ONTO SOIL

FLOWABLE FILL.

8. FILL ROCK FILL SURFACE WITH 6" LOW STRENGTH

7 REFER TO C-05 FOR PROFILE INFORMATION.

FEATURES ARE APPROXIMATE.

6. HORIZONTAL AND VERTICAL LIMITS OF EXISTING

WATER AND/OR IMPEDE DRAIN FUNCTION.

BENCHES AND POCKETS THAT COULD POND SURFACE

ROUGH GRADING WILL BE REQUIRED TO REDUCE

TO MATCH EXISTING SURFACES AND GRADES. SOME

NEEDED, IN ACCORDANCE WITH THE COR,

THE CONTRACTOR SHALL FIELD FIT THEIR WORK AS

EXISTING GRADES OF THE FEATURES ON THE SITE.

5. THE INTENT OF THE WORK SHOWN IS TO MATCH

SOLIATATION W912EP-18-R-009.

4. SOME EXISTING FEATURES CONSTRUCTED UNDER

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

5 10m0

C-06

C-04

RIPRAP

GROUTED

TOP OF

RIPRAP

GROUTED

BOTTOM OF

GRADE

EXISTING

KEY

BOTTOM OF

RIPRAP

GROUTED

TOP OF

RIPRAP

GROUTED

BOTTOM OF

GRADE

EXISTING

KEY

BOTTOM OF

~ 17m

SEE NOTE 8

LEGEND:

C-04

5 10m0

G R

E S

C O

W D

R E

R A

L P

G J T

C S

C R -C

S .d g n

S P

L W

A Y S

E C

N S G

R O

U T

E D R

R A

P K

E Y -I

N S

SPILLWAY SECTION AT GROUTED RIPRAP KEY-IN STA. 0+62.5

SPILLWAY SECTION AT GROUTED RIPRAP KEY-IN STA. 1+25.9

C-06

SECTION - GROUTED RIPRAP KEY-IN

C-06

SECTION - GROUTED RIPRAP KEY-IN

SCALE: N.T.S. SCALE: N.T.S.

G-04

C-06

C-05

C-01

G-04

C-06

C-05

C-01

D E

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

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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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-04

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

0 20 40-20-40-60 60

EXISTING GRADE

SEE NOTE 8

EXISTING GRADE

SEE NOTE 11

Y=262256.9

X=148034.6

5.0m

VARIES

ROCK FILL

C-05

FEATURES ARE APPROXIMATE.

6. HORIZONTAL AND VERTICAL LIMITS OF EXISTING

WATER AND/OR IMPEDE DRAIN FUNCTION.

BENCHES AND POCKETS THAT COULD POND SURFACE

ROUGH GRADING WILL BE REQUIRED TO REDUCE

TO MATCH EXISTING SURFACES AND GRADES. SOME

NEEDED, IN ACCORDANCE WITH THE COR,

THE CONTRACTOR SHALL FIELD FIT THEIR WORK AS

EXISTING GRADES OF THE FEATURES ON THE SITE.

5. THE INTENT OF THE WORK SHOWN IS TO MATCH

SOLICITATION W912EP-18-R-009.

4. SOME EXISTING FEATURES CONSTRUCTED UNDER

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

OF SECTION 5

APPROXIMATE LIMITS

JERSEY BARRIERS (SECTION 6)

APPROXIMATE LIMITS OF EXISTING

OF GROUTED RIPRAP KEY IN

APPROXIMATE LIMITS

2m GROUTED RIPRAP

GROUTED RIPRAP

TIE INTO EXISTING

EXISTING GRADE

EL. 182.66

EL. 181.16

EXISTING GRADE

PIPE ENCASEMENT

EXISTING SIPHON

SEE NOTE 4

EXISTING SURFACE

APPROXIMATE

TOE OF EMBANKMENT

GEOTEXTILE

ROCK FILL

GEOTEXTILE

RIPRAP SURFACE

EXISTING GROUTED

TOE OF EMBANKMENT

Y=262566.3

X=148034.2

GROUTED RIPRAP

EXISTING RIPRAP (VARIES)

ROCK FILL

CONCRETE

EXISTING CONCRETE

RIPRAP / SANDBAGS)

(GROUT EXISTING

CHECK DAM

SAND SACK

HIGH STRENGTH FLOWABLE FILL

EXISTING GROUTED RIPRAP

RIPRAP STONE

EXISTING GROUTED JERSEY BARIERS /

SPILLWAY PROFILE

5 10m0

J T

C S

C R -C

S .d

S P

L W

A Y S

E C

N S A

N D P

R O

G R

E S

C O

W D

R E

R A

L P

C-01 C-05

G-04

0 500 1000mm 0 500 1000mm

0 500 1000mm0 1 2m

J K

ROCK FILL BASE SECTION

TERMINATION OF ROCK FILL BASE PLAN TERMINATION OF ROCK FILL BASE SECTION

KEY-IN OF ROCK FILL BASE AT TOE SECTION

LEGEND

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

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K E

D B

D R

A W

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U E D

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SHEET ID

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

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O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-05

A W

G D

A T

J A

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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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

C-03

C-04

C-10

APPROXIMATE LIMITS OF EXISTING RIPRAP

LIMITS OF HIGH STRENGTH FLOWABLE FILL PLACEMENT IN EXISTING RUBBLE (SEE NOTE 6)

190190

STA 1+00STA 0+00

STRENGTH FLOWABLE FILL

EXISTING GRADED STONE / HIGH

SURFACE

JERSEY BARRIER

EXISTING GROUTED

AND BUTTRESS DRAINS.

SEE STRUCTURAL PLANS FOR UNDERSLAB

0.6

C-05

ROCK FILL

GEOTEXTILE

TOE OF SLOPE

OF RIPRAP.

WITH THE SITE OWNER (PREPA), PRIOR TO GROUTING

FUNCTION OF ANY EXISTING PIPES WITHIN THIS AREAS,

7. CONTRACTOR SHALL CONFIRM THE PRESENCE AND

ALIGNMENT.

OFFSET A MINIMUM OF 2m FROM EXISTING DRAIN

6. ALL EXCAVATION FOR GROUTED RIPRAP KEY SHALL BE

STRENGTH FLOWABLE FILL.

5. FILL ROCK FILL SURFACE WITH 6 INCHES OF LOW

4. REFER THE SHEET G-04 FOR EXISTING COMPONENTS.

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

SEE NOTE 6

ASPHALT

CONCRETE

ROCKFILL

GROUTED RIPRAP

C-04

EXISTING CANAL

E X

G D

T R

O A

BRIDGE

EXISTING

C-03

E C -04

EXISTING 54" RCP

EXISTING 96" PIPE

HDPE SIPHON

EXISTING 42"

DRAIN

EXISTING BUTTRESS

SEE NOTE 5

WORKS HEADWALL

EXISTING RIVER OUTLET

CONTROL HOUSE

EXISTING SLEEVE VALVE

SEE NOTE 7

SEE NOTE 5

C -0

C-04

0+00

1+00

C-03

C -0

ENCASEMENT

CONCRETE

EXISTING

J T

C S

C R -C

S .d

L W

A Y S

U R

F A

G P

L A

G R

E S

C O

W D

E R

R A

L P

GENERAL SHEET NOTES

SURFACING PLAN - SPILLWAY

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-06

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

SPILLWAY

SEE NOTE 5

EXISTING GRADE

SOLICITATION W912EP-18-R-009.

5. SOME EXISTING FEATURES CONSTRUCTED UNDER

0+60 UNLESS OTHERWISE NOTED.

SECTION GEOMETRY INDICATED FOR STATION

SECTIONS ARE TYPICAL TO CROSS

4. THE DIMENSIONS AND GRADES OF ALL CROSS

(PRVD02).

3. REFER TO PUERTO RICO VERTICAL DATUM 2002

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

CROSS SECTIONS

C-07

L W

A Y C

R O

S S S

E C

N S

G R

E S

C O

W D

E R

R A

L P

G J T

C S

C R -C

S .d g n

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-07

A W

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J A

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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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

VARIES VARIES

1.5

VARIES

1.5

VARIES

6050250-25-50-60

-60 -50 -25 0 25 50 60

6050250-25-50-60

195 190

6050250-25-50-60

-60 -50 -25 0 25 50 60

CL CL

STA 0+60

STA 0+40

STA 0+20

STA 1+00

STA 0+80

SPILLWAY

SEE NOTE 5

EXISTING GRADE

SEE NOTE 5

EXISTING GRADE

SEE NOTE 5

EXISTING GRADE

SEE NOTE 5

EXISTING GRADE

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

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R A

C T N

C H

E C

K E

D B

D R

A W

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U E D

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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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-08

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

0+000+100+20 -0+10

GENERAL SHEET NOTES

EL 177.44

STA 0+00

C-08

G J T

C S

C R -C

S .d

V E

L E

Z -V

E L E

B S

C H

U L T

H E

R A

L P

C A

N A

L O

U T

L E

T W

O R

K S

A U

L A

R Y D

C H

A R

G E P

L A

N A

N D P

R O

0 2 4m

42 INCH DISCHARGE - PLAN

42 INCH DISCHARGE - PROFILE

VALVE HAND WHEEL

42"/36" STEEL REDUCER

42" FLANGE AWWA C-207, CLASS D

VALVE, C EL 177.44

36" FIXED CONE

36" FIXED CONE VALVE

PLUNGE POOL, EL 175.5

HEADWALL

CONE VALVE

PLUNGE POOL EL 175.5

VALVE, C EL 177.44

36" FIXED CONE

EXISTING GRADE

APPROXIMATE

GROUTED RIPRAP BERM

SEE NOTE 5

HEADWALL

NEW EXISTING

EXISTING MUD MAT

NEW

EXISTING

36" FIXED CONE VALVE

EXISITNG 42" STEEL PIPE W/ BLIND FLANGE

EXISTING THRUST BLOCK NO. 1

BLOCK NO. 1

THRUST

EXISTING

36" FLANGE AWWA C-207, CLASS D

42" FLANGE AWWA C-207, CLASS D

C-207, CLASS D

36" FLANGE AWWA

SEE NOTE 7

OVER GROUTED RIPRAP

NEW CONCRETE STAIRS

STA 1+62.88

INTERSECTION

SIPHON

EXISTING

SIPHON 42" WYE

EXISTING

42" SIPHON

EXISTING

(SEE NOTE 6)

EXISTING 42" STEEL PIPE W/ BLIND FLANGE (SEE NOTE 6)

C-08

P FLANGE DETAIL

SCALE: N.T.S.

36" FLANGE AWWA C-207, CLASS D36" FIXED CONE VALVE

42"/36" STEEL REDUCER

EXISTING 42" STEEL PIPE

C-207, CLASS D

42" FLANGE AWWA

CONTRACTING OFFICER.

THE CONE VALVE HEADWALL AS DIRECTED BY THE

8. A 0.10M THICK MUD MAT SHALL BE PLACED ON THE BASE OF

DETAILS.

7. REFER TO SHEETS S-11 AND S-13 FOR STAIRS AND HANDRAIL

ITEMS TO THE OWNER.

USE NEW BOLTS, NUTS AND GASKETS.RETURN REMOVED

6. REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE.

HEADWALL DETAILS.

5. REFER TO DWG NO. S-10 AND S-11 FOR FIXED CONE VALVE

0+00 AT PI OF THE 42" WYE.

4. AUXILIARY DISCHARGE ALIGNMENT STATIONING BEGINS WITH

OTHERWISE.

3. ELEVATION VALUES ARE IN METERS UNLESS SHOWN

OTHERWISE.

2. LINEAR DIMENSIONS ARE IN METERS UNLESS SHOWN

OTHERWISE.

1. STATIONING VALUES ARE IN METERS UNLESS SHOWN

AIR VALVE

COMBINATION

EXISTING 8"

SEE NOTE 8

0.10m THICK MUD MAT

DETAIL SEE S-10

VALVE THIMBLE

C-01

-0

C-08

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-09

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

C-09

G J T

C S

C R

U .d

R A

L P

G R

E S

W S

H E

P A

R D

BEVELED OR ROUND CORNERS

GROUTED

TOP - VIEW SINGLE PIPE

0.457

GROUTED RIPRAP

0.152

0.61

#4 BAR

3.46

LOC. REF.

CONNECTOR

SADDLE

* L

0.31

2.54

0.92

NOT < THAN 1.22

1.04 2.3

1:2

A B

O V

E F

T H .1

SLOPE: 1:1 TO C PIPE FOR 48"

SEE NOTE 1

6.0

2.0 METER THICK

GROUTED RIPRAP

MITERED END SECTION

SEE MITERED END SECTIONSEE MITERED END SECTION ROCKFILL

ROCKFILL

24.0

EL. 172.0

EL. 175.25

EL. 180.0

2 2

1 1

TOP OF SPILLWAY

EL. 175.5

NO PIPE JOINT PERMITTED

3.35

P O

E S

T A

P O

B S

T A

GROUTED RIPRAP

ROCK FILL

GROUTED RIPRAP

EDGE OF PIPE FOR 0.14 SLAB

0.14 DEEPEN AROUND OUTSIDE

W 1.4 x W 1.4

REINFORCED WITH WWF 6 x 6 -

CONCRETE SLAB, 0.14 THICK,

C-09

C-09 SCALE: N.T.S.

1FLOWABLE FILL

FLOWABLE FILL

HIGH STRENGTH FLOWABLE FILL

.3 m

FLOWABLE FILL

HIGH STRENGTH

PIPE BEDDING SECTIONQ

SLOPE 1%

0.1m 0.1m

C R

O S

S D

R A

U L

V E

R T A

N D M

R E

D E

N D S

E C

PROFILE - CROSS DRAIN CULVERT

CONCRETE PIPE

REINFORCED

(SEE NOTE 3)

48" Ø REINFORCED CONCRETE PIPE

CONCRETE PIPE

REINFORCED

48" Ø

PIPE BEDDING DETAIL

3. SEE SHEET C-15 FOR ALIGNMENT INFORMATION.

2. SEE SHEET C-01 FOR PLAN VIEW.

SECTION HAS A 2H:1V GRADE TO TIE INTO.

SECTION HAS A LEVEL GRADE OF EL. 175.5 AND THE OUTLET

BOTH ENDS OF PIPE WITH THE EXCEPTION THAT THE INTAKE

1. THE MITERED END SECTION PLAN AND SECTION APPLIES TO

TOP OF SPILLWAY

GROUTED RIPRAP

CONCRETE PIPE

48" Ø REINFORCED

C-09

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-10

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

C-10

G J T

C S

C R

U .d

R A

L P

G R

E S

W S

H E

P A

GROUTED RIPRAP

SLOPE 1% TO DRAIN

EXISTING RIPRAP

W E

E P H

O L E D

E T

MIDPOINT OF PIPE

END

WELDED ON THE DOWNSTREAM

MECHANICAL STRAP AND TACK

STEEL WRAP, TIGHTENED WITH

10 GAGE 1"x1" STEEL MESH WITH

EXISTING RIPRAP

ROCK FILL

ROCK FILL MIN. 1m

EMBED PIPE INTO

C-05 SCALE: NTS

RIPRAP.

PLACEMENT OF HIGH STRENGTH FLOWABLE FILL OR GROUTED

2. CONTRACTOR SHALL ENSURE PIPE DOES NOT MOVE DURING

1. SEE SHEETS G-04 AND C-01 FOR PLAN VIEW.

FILL BEDDING

HIGH STRENGTH FLOWABLE

0.23m

.3 m

IRON PIPE

8" DUCTILE

WEEP HOLE PROFILE

0.23m

C-10 SCALE: N.T.S.

PIPE INITIAL BEDDING SECTION1

C-10

6. TIE INTO EXISTING ROAD AND MATCH EXISTING GRADE.

5. FOR ROAD PROFILE SEE SHEET C-12.

ASPHALT SURFACE.

ROCKFILL TO FILL VOIDS AND COMPACT TO PREPARED FOR

4. PLACE CRUSHED STONE INTO SURFACE OF THE COMPACTED

3. CRUSHED STONE PER PRHTA SPECIFICATIONS.

2. FOR ALIGNMENT INFO SEE SHEET C-15.

1. FOR GENERAL SITE PLAN, SEE DRAWING C-1.

0.61 0.15 0.30 EARTH SLOPEPAVEMENT

0.02R 0 .0

1.07

.0 R

3.7

VARIES

1.5

0+27.82

C-11

G J T

C S

C R -C

P .d

E R

O A

D R

E P

L A

N A

N D S

E C

G R

E S

C O

W D

E R

R A

L P

.07 CRUSHED STONE

C-11

U SECTION - CONCRETE GUTTER

SCALE: N.T.S.C-11

T TYPICAL SECTION - ROAD REPAIR

SCALE: N.T.S.

C-11

0 2 4m

SCALE:

PLAN - SIDE ROAD REHABILITATION

Y=262497.4 X=147950.5

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-11

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

STANDARD SHOULDER LINE

0.05 ASPHALT

SEE NOTE 6

TOE OF SLOPE

:1 .5

0+00.00

POB

0+08.30

0+44.62

Y=262523.8 X=147921.7

0+64.17

POE

Y=262469.7 X=147948.3

Y=262478.0

X=147949.0

Y=262510.6 X=147936.1

Y=262515.4

X=147930.8

Y=262518.2

X=147927.8

Y=262521.0

X=147924.7

ROAD ALIGNMENT

Y=262512.7

X=147933.8

Y=262510.0

X=147936.7

Y=262507.1

X=147939.5

SHOULDER

Y=262473.7

X=147948.6

Y=262503.9

X=147941.9

TOP OF SLOPE

CONCRETE GUTTER SEE DETAIL

TOE OF SLOPE

AND ASPHALT

TIE INTO EXISTING CURB

SEE NOTE 4

STONE

0.15 CRUSHED

FILL

FLOWABLE

STRENGTH

6" LOW

FILL

FLOWABLE

STRENGTH

6" LOW

0.61

ROCK FILL

COMPACTED

5. FOR ALIGNMENT INFO SEE SHEET C-15.

4. FOR SITE PLAN, SEE DRAWING C-11.

OTHERWISE.

3. ELEVATION VALUES ARE IN METERS UNLESS SHOWN

OTHERWISE.

2. LINEAR DIMENSIONS ARE IN METERS UNLESS SHOWN

OTHERWISE.

1. STATIONING VALUES ARE IN METERS UNLESS SHOWN

C-12

J T

C S

C R -C

P .d

G R

E S

C O

W D

E R

R A

L P

SURFACE

TIE INTO EXISTING

SURFACE

TIE INTO EXISTING

E R

O A

D R

E P

R O

PROFILE - SIDE ROAD REPAIR

-1%

-22.4%

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-12

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

0 2 4m

E L .1

P V

T S

T A

0+00

0+640+20 0+40

P V

C S

T A

E L .0

P V

T S

T A

E L .0

P V I S

T A

30m R

E L .8

P V

C S

T A

E L .8

P V I S

T A

30m R

E L .1

P V I S

T A

30m R

EL. 162.4

C-13

G J T

C S

C R -C

P .d

C H

A N

N E

L R

E H

A B

A T

P L

A N A

N D P

R O

G R

E S

C O

W D

E R

R A

P L P

H E

A D

W A

L L

E X

G C

O N

C R

EL. 163.0

EL. 161.4

RCP

96"

EXIST

C-13

EXCAVATION PLAN - CHANNEL REHABILITATION

EXCAVATION PROFILE - CHANNEL REHABILITATIONV

2.5

INTO EXISTING GRADE AT BRIDGE.

4. EXCAVATE EXISTING MATERIAL AT 2H:1V SLOPE TO TIE

ALIGNMENT INFORMATION.

3, REFER TO SHEET C-15 FOR CHANNEL REHABILITATION

OTHERWISE SHOWN.

2. ELEVATION VALUES ARE IN METERS, UNLESS

OTHERWISE SHOWN.

1. LINEAR DIMENSIONS ARE IN METERS, UNLESS

C-13

TERMINATION SECTION

C-13

0.5

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

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

E N

A M

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Spillway and Channel Reinforcement\080 - Plans\05 Civil\C-13

A W

G D

A T

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

P U

E R

T O R

G U

A J

A T

A C

A D

A M

R E

S B

R I

S P

L W

A Y A

N D C

H A

N N

E L R

F O

R C

E M

E N

B E

L L

A A

N D Q

U E

B R

A D

L A

S J

U L

W E

P -1

-R -0

W E

P -1

-C

160160

STA 2+10 STA 2+00 STA 1+60

STA 1+80

SEE NOTE 4

GROUTED RIPRAP

BRIDGE DECK

TOP OF

ELEVATION

CENTERLINE

CHANNEL

BRIDGE ABUTMENT

H :1

3H:1V

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