W912EP18R0018_Plans.pdf

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-18-R-0018

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

GUAJATACA DAM

MARCH 2018

ISABELA AND QUEBRADILLAS, PUERTO RICO

SLUICE GATE STEM REPLACEMENT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X

X X

X X -X

X -X -X

X

F

IL

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\01 General\Cover and Index

D R

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

P U

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

N T

W .C

O W

D R

E Y

E

S B

R I

S P

IL

IN

S K I

SHEET INDEX

SHT NO SHEET TITLE

M-01

R-01

COVER AND INDEX

M A

S T

R

IA

N O

G-01

G-01

GENERAL

MECHANICAL

GATE TOWER REFERENCE DRAWING

R-02

G-02

OUTLET WORKS PLAN

RESOURCE

NO WEDGE SLUICE GATE

OUTLET WORKS

C O

V E

R A

N D I

N D

E X

G E

N E

R A

L

CONSTRUCTION LIMITS AND CONTRACTOR ACCESSG-03

GATE TOWER REFERENCE DRAWINGM-02

G-04

TERMS, ABBREVIATIONS, SYMBOLOGY AND TABLE OF CONTENTS

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

EXTERIOR ELEVATION

MARK No. CALLOUT MARK TITLE

4 REQ'D

PART

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

DETAIL BOUNDRY

OBJECT REFERENCED

DRAWING WHERE SHOWN

VIEWING PLANE

CUTTING PLANE LINE

C

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

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(RIPRAP)

RIPRAP

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

REFERENCE SYMBOL KEY

REDUCED TO FIT

REDUCED TO FIT

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

KEYNOTE INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

AT

DEGREE(S)

EL 45.0

14 14OR

A

X°

X"

Mk. M-614-6

BUSHING MARK M-614-6

C4C4

D7

G3 F5

GRAPHIC SCALE

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

IDENTIFICATION

B7 A4

C3 D8

A3

F6

D6

(GRVSCL)

BEDDING MATERIAL

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 REFERENCE

IDENTIFICATION

GRAPHIC SCALE

COUPLING DETAIL

DRAWING AREA STANDARD DETAIL TITLE

C-24

D7

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 REFERENCE

CROSS SECTION

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

ARROW

PLAN NORTH

STORM DRAIN

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FIT

REDUCED TO FITREDUCED TO FIT

REDUCED 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

G-02

W

C O

W D

R

N E

R A

L S P

IL

IN

S K I

TERMS AND ABBREVIATIONS

T A

B L E O

F C

O N

T E

N T S

T E

R M

S

A B

B R

E V

IA

T

IO

N S S

Y M

B O

L O

G Y A

C O

W D

R E

Y

JERSEY BARRIER

FLOWABLE FILL

SHOTCRETE

CEMENT GROUT

(EARTH, 45^)

EXISTiNG SOIL

LOCATION OF REPAIRS

METER(S)

1000 200mmSCALE: 1:5

SCALE: 1:5

1000 200mm

1000 200mmSCALE: 1:5

M

INCHES (PIPE ONLY)

MATERIAL SYMBOL KEY

WORKING POINTWP

WITHOUTW/O

WITHW/

TYPICALTYP

SYMMETRICALSYMM

SQUARE FEETSQ FT

SQUARESQ

REVISIONREV

REQUIREDREQD

REFERENCEREF

RADIUSR

QUANTITYQTY

PROPERTYPROP

PREPA PUERTO RICO ELECTRIC AND POWER AUTHORITY

PART NUMBERPN

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

MINIMUMMIN

MAXIMUMMAX

MATERIALMATL

LINEAR METERSLM

KILOGRAMKG

NEWTONN

ANGLEL

INSIDE RADIUSIR

IRON PIPE SIZEIPS

IRON PIPEIP

INVERTINV

NEWTON METERNM

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METAL DOOR MANUFACTURERS ASSOCIATIONHMMA

HANDICAPPEDHCP

FEDERAL GOVERNMENTGOVT

M METER

FEDERAL SPECIFICATIONFS

FIGUREFIG

FLORIDA DEPARTMENT OF TRANSPORTATIONFDOT

ESTIMATEEST

EQUIPMENTEQUIP

EQUALEQ

ELEVATIONEL

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DEMOLITIONDEMO

DEGREEDEG

CUBIC METERM3

CONTROLCTRL

CONSTRUCTION SPECIFICATIONS INSTITUTECSI

CONCRETE REINFORCING STEEL INSTITUTECRSI

CONCRETECONC

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

ABANDONABAN

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

M - MECHANICAL

G - GENERAL

WARNING

GIVES APPROVAL TO REENTER.

EVACUATE THE INTAKE TOWER UNTIL THE GOVERNMENT

DOWNSTREAM OF GATE C, THE CONTRACTOR MUST

ANYTIME THE HIGH PRESSURE GATES ARE OPERATED

INSIDE OF THE INTAKE TOWER GATE OPERATING AREA.

UP THE INTAKE TOWER UNDER PRESSURE AND FLOOD THE

GATE IS OPERATED MAY CAUSE A SURGE IN WATER TO SHOOT

FORM IN THE OUTLET TUNNEL AND WHEN A HIGH PRESSURE

THE OUTLET WORKS THAT MAY ALLOW AN AIR BUBBLE TO

THERE IS A BLOWBACK CONDITION DUE TO THE DESIGN OF

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\01 General\abbrv

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

2 173

17817

202 20

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\01 General\Construction limits

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

GENERAL SHEET NOTES

G-03

C

R A

L P

H

SAN JUAN

RIO GRANDE

FAJARDO

HUMACAO

GUAYAMA

PONCE

MAYAGUEZ

AGUADILLA

ARECIBO DORADO

PUERTO RICO

PROJECT

LOCATION

CARIBBEAN SEA

ATLANTIC OCEAN

N

20 40m0

PROJECT LOCATION

SCALE: 1:1000

G E

N E

R A

L

W

C O

W D

R E

Y

W

C O

W D

R E

Y

LAGO DE GUAJATACA

WITH GATE C

INTAKE TOWER

GUAJATACA DAM

LOCATION MAP

CONTRACTOR STAGING AREA

HIGHWAY 119.

BLOCK OR IMPEDE TRAFFIC FLOW ON HIGHWAY 476 OR

5. CONTRACTOR'S OPERATIONS SHALL NOT PERMANENTLY

THE WEST OR PR 119 FROM THE SOUTH.

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

THE PROPOSED WORK EFFORT.

CONSIDER THIS WHEN DEVELOPING A COST TO COMPLETE

NECESSITY OR IS IN PROGRESS. THE CONTRACTOR SHALL

DRAWINGS MAY HAVE ALREADY BEEN COMPLETED OUT OF

ADDITION, SOME OF THE WORK IDENTIFIED IN THESE

ROBUST REPAIR TO FIT THE EXISTING FIELD CONDITIONS). IN

DEPARTURES FROM THE PLANS. SO AS TO PRODUCE A

REQUIRE "FIELD FIT" (I.E., REGULAR ADJUSTMENTS AND

SEVERAL ITEMS OF WORK IDENTIFIED IN THE DRAWINGS WILL

THE SITE HAS CONTINUED SINCE HURRICANE MARIA.

THIS IS AN ACTIVE WORK SITE AND THAT STABILIZATION OF

VARIABLE FIELD CONDITIONS, IT MUST BE UNDERSTOOD THAT

3. DUE TO THE EMERGENCY NATURE OF THE REPAIR AND

NOTED.

2. ELEVATION VALUES ARE IN METERS UNLESS OTHERWISE

NOTED.

1. LINEAR DIMENSIONS ARE IN METERS UNLESS OTHERWISE

C O

N S

T R

U C

T

IO

N L

IM

IT

S A

N D C

O N

T R

A C

T O

R A

C C

E S

S

N 262,618.51

E 148,309.21

N 262,622.77

E 148,311.65

N 262,660.40

E 148,257.32

N 262,651.58

E 148,252.99

G J C

T C

G

A T

E C

G

.D

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\01 General\location

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

N T

G-04

G J T

C

G A

T E

C

G .D

N E

R A

L

T L E

T W

O R

K S P

L A

N

S P

IL

IN

S K I

B S

C H

U L T

H E

IS

B S

C H

U L T

H

IS

OUTLET WORKS

SCALE: NTS

GENERAL SHEET NOTES

GATE C.

2. DRAWING DEPICTS THE OVERALL LOCATION AND GEOMETRY OF

SHOWN FOR THE ENTIRE OUTLET WORKS.

WORKS HAVE BEEN MODIFIED, CURRENT CONDITIONS ARE NOT

CONSTRUCTED CIRCA 1920's. PORTIONS OF THE OUTLET

1. DRAWING SHOWS THE ORIGINAL OUTLET WORKS

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\12 Mechanical\gate tower

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

0 2 4m

M

C H

A N

IC

T E T

O W

E R R

E F

E R

E N

C E D

R A

W

IN

G

S P

IL

IN

S K I

B S

C H

U L T

H E

IS

B S

C H

U L T

H E

IS

OPERATING FLOOR EL 202.09

GATE "B" OPERATOR (REF)

GATE "C" INTAKE EL ±187.47

GATE "C" INVERT 180.53

NOTE: VIEW IS LOOKING DOWNSTREAM

0.762

SHEET KEYNOTES

GATE "C" OPERATOR

GATE "B" OPENING 7

C TUNNELL

EL 167.56

INVERT

TUNNEL BEYOND MAIN BULKHEAD

MAIN BULKHEAD

A5 ELEVATION - GATE C

SCALE: 1:100 0 2 4m

GATE "C" INTAKE EL ±187.47

GATE "C" (INSIDE)

GATE TOWER

GATE "C" STEM

GATE "A" STEM

OUTLET WORKS TUNNELMAIN BULKHEAD

GATE "A" INTAKE EL ±191.74

FLOW

GATE "A" INTAKE SHAFT

GAGE WELL

GAGE WELL INLET EL 187.5

GATE "B" STEM (REF)

NOT REPRESENT THE ACTUAL EQUIPMENT.

4. GATE OPERATORS SHOWN ON THIS DRAWING ARE GENERIC IN NATURE AND MAY

3. DIMENSIONS SHOWN ARE IN METERS.

2. ELEVATIONS SHOWN ARE IN METERS.

VERIFIED BY THE GOVERNMENT.

ALL CONDITIONS, ARRANGEMENTS, DIMENSIONS AND APPLICATION HAVE BEEN

PROVIDES THIS DRAWING TO THE CONTRACTOR FOR INFORMATION ONLY. NOT

AVAILABLE AS-FOUND AND/OR AS-BUILT INFORMATION. THE GOVERNMENT

1. DEVELOPED CURRENT CONDITION DRAWING SHOWN HAS BEEN CREATED FROM

POOL INACTIVE EL 185.0POOL INACTIVE EL 185.0

NORMAL POOL EL 196.0

MAXIMUM POOL EL 200.4

RANGE EL 196.0 TO EL 191.5

NORMAL OPERATING

MAXIMUM POOL EL 200.4

NORMAL POOL EL 196.0

GATE "C" OPERATOR

GATE "B" OPERATOR (REF)

GATE "A" OPERATOR (REF)

OPERATING FLOOR EL 202.09

GATE "C" CROSS SECTION

SCALE: 1:100

.7

.1

.6

.0

WINGWALL

APPROXIMATE BOTTOM

APPROXIMATE GRADE

GATE "C" INVERT 180.53

.0

1.626

A8

0 1 2m

GATE "C" INTAKE SECTION

SCALE: 1:50

1.524

EL ±187.47

GATE "C" INTAKE

1.626

GATE "C" INVERT 180.53

.1

.5

O P

E N

IN

G

OPENING 1.219

GATE "C"

BOLTS ARE INSTALLED ON EACH SIDE

INCHES WIDE, BARS ARE 7"x 1/2" PLATE AT 4" ON CENTER. THREE 3/4" DIA ANCHOR

11 GATE "C" ADIT TRASH RACK, OVERALL DIMENSIONS ARE 72 INCHES HIGH, 54

10 GATE "C" INTAKE SHAFT

9 15FT PIECE OF GATE STEM LAYING LOOSE INSIDE GATE TOWER TO BE REMOVED

8 GATE "C" ADIT

MISCELLANEOUS GATE PARTS REMAIN IN PLACE.

7 GATE "B" LEAF HAS BEEN REMOVED, THE STEM, OPERATOR AND OTHER

POSSIBLE. THE GATE IS STUCK APPROXIMATELY HALF OPEN.

INTERFACE, AND MOVEMENT EITHER UP OR DOWN BY THE OPERATOR IS NOT

IS BOUND WITHIN THE OPERATOR AT THE STEM THREAD TO LIFTING NUT

SHALL NOT CREATE ADDITIONAL FLOOR PENETRATIONS. IT IS ASSUMED THE STEM

6 REPLACE GATE "C" STEM, REUSE EXISTING FLOOR PENETRATION. CONTRACTOR

REQUIREMENTS.

MANUFACTURER'S RECOMMENDATIONS BASED UPON STEM BUCKLING

5 REPLACE STEM GUIDES, INSTALL STEM GUIDES IN ACCORDANCE WITH

4 NOT USED

ANCHOR BOLTS, ONE ON EACH SIDE OF THE FRAME

STEEL BARS, 2" x 1/2" PLATE AT 2 1/2" OC. EACH HALF OF THE TRASH RACK HAS 3

3 REPLACE STEEL TRASH RACK AND ANCHORS. TRASH RACK IS CONSTRUCTED OF

2 ESTIMATED ELEVATION

1 DRAWING SPECIFIED ELEVATION

FLOW

M-02

E3

M-02

E3

M-02

C1

M-02

C1

M-01

A5

M-01

A5

A8

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\12 Mechanical\gate tower sections

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

N T

M-02

M

C H

A N

IC

T E T

O W

E R R

E F

E R

E N

C E D

R A

W

IN

G

S P

IL

IN

S K I

B S

C H

U L T

H E

IS

B S

C H

U L T

H

IS

OPERATING FLOOR ARRANGEMENT

ALIGNMENT

OUTLET WORKS TUNNEL

GATE "B"

GATE "A"

GATE "C"

ALIGNMENT

OPENING

GATE "C"

F L

O

SHEET KEYNOTES

E3 SECTION

SCALE: 1:60 0 1 2m

GATE "B"

GATE "A"

ALIGNMENT

OUTLET WORKS TUNNEL

0 1 2m

GATE "B"

GATE "A"

ALIGNMENT

OUTLET WORKS TUNNEL

C GATES "A" AND "B"L

GAGE WELL

GAGE WELL

INVERT 180.53

NOMINAL 48"x60"

GATE "C" OPENING,

NOT REPRESENT THE ACTUAL EQUIPMENT.

4. GATE ACTUATORS SHOWN ON THIS DRAWING ARE GENERIC IN NATURE AND MAY

3. DIMENSIONS SHOWN ARE IN METERS.

2. ELEVATIONS SHOWN ARE IN METERS.

VERIFIED BY THE GOVERNMENT.

ALL CONDITIONS, ARRANGEMENTS, DIMENSIONS AND APPLICATION HAVE BEEN

PROVIDES THIS DRAWING TO THE CONTRACTOR FOR INFORMATION ONLY. NOT

AVAILABLE AS-FOUND AND/OR AS-BUILT INFORMATION. THE GOVERNMENT

1. DEVELOPED CURRENT CONDITION DRAWING SHOWN HAS BEEN CREATED FROM

N N

N

M-01

C1 SECTION

SCALE: 1:60

SCALE: 1:60 0 1 2m

.1

.1

OPENING

24"x48"

ACCESS HATCH

GATE WELL

GATE "C" SILL RECESS

TRASH RACK

4.64

.1

.6

.9

.1

.1

.5

0.77

6 GATE "C" INTAKE SHAFT. ONLY HALF OF THE TRASH RACK IS PRESENT.

5 GATE "C" ADIT

4 NOT USED

ONE ON EACH SIDE OF THE FRAME

1/2" PLATE AT 2 1/2" OC. EACH HALF OF THE TRASH RACK HAS 3 ANCHOR BOLTS,

3 REPLACE STEEL TRASH RACK AND ANCHORS. TRASH RACK BARS ARE STEEL, 2" x

2 NOT USED

1 DRAWING SPECIFIED ELEVATION

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\15 Resources\outlet works

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

O W

D R

E

S B

R I

S P

IL

IN

S

R-01

M A

S T

R

IA

N O

R E

S O

U R

C E

O U

T L E

T W

O R

K S

GENERAL SHEET NOTES

OF THIS CONTRACT.

DRAWING INFORMATION USED DURING THE PERFORMANCE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING REFERENCE

DETERMINE LINEAR OR ANGULAR MEASUREMENTS. THE

DRAWING IS NOT TO SCALE AND SHALL NOT BE USED TO

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE

REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

DRAWING FROM A PREVIOUS PROJECT(S) AND MAY NOT

1. THREE-QUARTER SIZED DRAWING SHOWN IS A CONTRACT

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W E

P -1

-R -0

X X

X X -X

X -X -X

X

E N

A M

E

IS

O A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Emergency Management Program (PL 84-99)\Guajataca Dam Stage 2 Gate Repairs\080 - Plans\15 Resources\No Wedge Sluice Gate

A W

IN

G D

A T

E

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

/2 /2

C

D

E

F

E R

T O R

IC

O

G U

A J

A T

A C

A D

A M

R E

S B

R I

M A

R C

H

BCOES CERTIFICATION

S L

U

IC

E G

A T

E S

T E

M R

E P

L A

C E

M E

O W

D R

E

S B

R I

S P

IL

IN

S

M A

S T

R

IA

N O

R-02

R E

S O

U R

C E

N O W

E D

G E S

L U

IC

E G

A T

E

GENERAL SHEET NOTES

OF THIS CONTRACT.

DRAWING INFORMATION USED DURING THE PERFORMANCE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING REFERENCE

DETERMINE LINEAR OR ANGULAR MEASUREMENTS. THE

DRAWING IS NOT TO SCALE AND SHALL NOT BE USED TO

INCLUDED FOR REFERENCE ONLY. THIS REFERENCE

REPRESENT CURRENT CONDITIONS. THIS DRAWING IS

DRAWING FROM A PREVIOUS PROJECT(S) AND MAY NOT

1. THREE-QUARTER SIZED DRAWING SHOWN IS A CONTRACT