W9127N18B0007_Plans.pdf

PDF 44 MB Posted Dec 22, 2017

Attached to: Bonneville Lock and Dam Spillway Basin Rock Removal
Solicitation number: W9127N18B0007
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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File	Type	Posted
B.01.02_Abstract_18B0007.pdf	PDF	Jan 23, 2018
2017_BON_Spillway_ROV_Inspection_Report.pdf	PDF	Jan 9, 2018
W9127N18B0007_Specs.pdf	PDF	Dec 22, 2017

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 12/18/2017 8:22:18 AM BY USERNAME: g2ecdjns SHEET NAME: G-002

= POUNDS PER LINEAR FOOTPLF

= PLATEPL

= PERFORATEDPERF.

= POUNDS PER CUBIC FOOTPCF

= OUT TO OUTO TO O

= OUTSIDEOS

= OPPOSITEOPP

= OUTSIDE LAYERO.L.

= OUTSIDE FACEOF

= OUTSIDE DIAMETERO.D.

= ON CENTERO.C.

= OVER ALL LENGTHO.A.L.

= NOT TO SCALENTS

= NATIONAL PIPE THREADNPT

= NOMINAL PIPE SIZENPS

= NOMINALNOM

= NUMBERNO.

= NEAR FACENF

= NO CHAMFERN.C.

= NATURALNAT.

= MARKMK

= MECHANICALMECH.

= MACHINE BOLTM.B.

= MINIMUMMIN.

= MAXIMUMMAX.

= LOW POINTL.P.

= LONGITUDINALLONG.

= LENGTHLTH

= LONGLG.

= LINEAR FEETLF.

= ANGLEL

= KIPS PER SQUARE INCHKSI

= JOINTJT.

= INSIDEIS

= INFORMATIONINFO

= INSIDE LAYERI.L.

= INSIDE FACEIF

= INVERT ELEVATIONI.E.

= INSIDE DIAMETERID

= HORIZONTALHOR.

= HOLLOW METALH.M.

= HEAVY DUTYH.D.

= GALVANIZEDGALV.

= GAUGEGA.

= WELDED WIRE FABRICWWF

= WALL CONSTRUCTION JOINTWCJ

= WATERSTOPW.S.

= WORK POINTW.P.

= WELD PLATEWP

= VERTICALVERT.

= VERTICAL BARRIER SCREENVBS

= UPSTREAMU/S

= UNLESS NOTED OTHERWISEUNO

= TYPICALTYP.

= TUBULAR STEELT.S.

= TOP OF WALLTOW

= TOP OF SLABTOS

= TOP OF FOOTINGTOF

= TOP OF CONCRETETOC

= TOP OFT.O.

= TOP LAYERT.L.

= TROWELED JOINTT.J.

= TOP FACET.F.

= TO BE DETERMINEDT.B.D.

= TOP AND BOTTOMT & B

= SYMMETRICALSYM

= STEEL TROWELED CONCRETESTC

= STATIONSTA.

= STAINLESS STEELS.S.

= SQUARE FOOTS.F.

= STEELSTL.

= STIRRUPSTIR.

= STANDARDSTD

= STAGGER SPLICESTAG. SPL.

= SIMILARSIM

= SHEETSHT

= SCHEDULESCH

= ROUGH OPENINGR.O.

= REQUIREDREQ'D

= REINFORCEMENTREINF.

= REFERENCEREF

= ROUND HEADR.H.

= RADIUSRAD.

= POLYVINYL CHLORIDEPVC

= POINTPT.

= POUNDS PER SQUARE INCHPSI

= POUNDS PER SQUARE FOOTPSF

THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS CONTRACT

= FLAT WASHERF.W.

= FEETFT.

= FLAT HEADF.H.

= FAR FACEF.F

= FLOOR DRAINF.D.

= FLAT BARF.B.

= EXISTINGEXIST.

= EXAMINATIONEXAM.

= EACH WAYE.W.

= EQUALLY SPACEDEQ. SP.

= ELEVATIONELEV

= EACH LAYERE.L.

= EXPANSION JOINTE.J.

= EACH FACEEF

= EACHEA.

= DOWELSDWL'S

= DRAWINGDWG

= DOWNSTREAMD/S

= DIAMETERDIA.

= DRILL AND GROUTD&G

= DETAILDET.

CUBIC YARDS=CY

= COUNTERSINKCSK

= CORNER SUPPORT PIECECSP

= CORROSION RESISTING STEELCRES

= COMPLETE PENETRATIONCP

= CORRUGATED METAL PIPEC.M.P.

= CONTRACTION JOINTCONT. JT.

= CONNECTIONCONN

= CONCRETECONC.

= CLEARCLR

= CENTERLINEC/L

= CONSTRUCTION JOINTC.J.

= CENTER TO CENTERC TO C

= CHANNELC

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= BEARINGBRG

= BUILDINGBLDG.

= BOTTOM LAYERB.L.

= BOTTOM FACEB.F.

= BOLT CENTERSB.C.

= ARCHITECTURALARCH.

= APPROXIMATEAPPROX.

= ANCHOR BOLTA.B.

= ANCHORANCH.

GENERAL NOTES:

REACHING THE ENTRANCE.

MAINTAINED AT ALL TIMES SUCH THAT FISH SEEKING THE LADDER ARE NOT DELAYED IN

OPERATING FISH LADDER ENTRANCE. A CLEAR FLOW PATH ALONG THE SHORE SHALL BE

THE MARINE PLANT SHALL NOT BE STATIONED NEAR OR BLOCK THE FLOW FROM ANY7.4

WITH AN APPROVED HIGH STRENGTH NON-SHRINK GROUT.

THE EXISTING CONCRETE SURFACE AND GROUTED OVER TO FORM A SMOOTH SURFACE

EQUIPMENT FROM THE SITE. ALL INSTALLED ANCHORS WILL BE CUT ONE (1) INCH BELOW

7.3 THE CONTRACTOR WILL REMOVE ALL TIE OFF ANCHORS PRIOR TO DEMOBILIZATION OF

ON THE SPILLWAY GATES, GUIDES OR HOISTS.

THE EXISTING CONCRETE SPILLWAY PIERS. NO ANCHORS OR TIE OFFS WILL BE MADE

CONTRACTOR. ANY ANCHORS NEEDED FOR TIE OFF OF EQUIPMENT WILL BE ATTACHED TO

WILL BE REVIEWED AND APPROVED BY THE COR/GQAR/ENGINEER, AND INSTALLED BY THE

THE ACTUAL LOADS IMPOSED ON THE SPILLWAY PIERS BY THE MARINE PLANT. THE DESIGN

DESIGN OF THE ANCHORS WILL BE DONE BY A LICENSED ENGINEER AND WILL BE BASED ON

WILL SUBMIT A PLAN FOR REVIEW AND LAYOUT OF ANCHORAGE POINTS NEEDED. THE

IF ANCHOR POINTS ARE NEEDED FOR TIE OFF OF A MARINE PLANT, THE CONTRACTOR7.2

ON A MINIMUM OF 4' X 4' BLOCKING TO PREVENT DAMAGE TO THE EXISTING CONCRETE.

IF A SPUD BARGE IS USED TO REMOVE ROCK, ALL FORWARD AND AFT LEGS SHALL BEAR7.1

7. MARINE PLANT REQUIREMENTS

FEBRUARY 01, 2018 TO FEBRUARY 28, 2018.

6.2 THE IN-WATER WORK (IWW) PERIODS ESTABLISHED FOR THIS CONTRACT ARE:

D.PRIORITY 4: APRON

C.PRIORITY 3: BAY 2

B.PRIORITY 2: BAYS 15 AND 16

A.PRIORITY 1: BAY 17

PRIORITY.

THE CONTRACTOR SHALL SCHEDULE ROCK REMOVAL WORK IN THE FOLLOWING ORDER OF6.1

6. ORDER OF WORK

ALLOWED. REFER TO THE SPECIFICATIONS FOR REQUIREMENTS.

ALL REQUIRED PERMITS SHALL BE OBTAINED BEFORE WORK ON THIS CONTRACT WILL BE5.1

5. PERMITS

AREA WEST OF THE BRADFORD ISLAND SERVICE CENTER IN AN ORDERLY FASHION.

ON SHEET G-004. ALL TRUCKS AND OTHER MOBILE EQUIPMENT SHALL BE PARKED IN

THERE ARE TWO (2) LOCATIONS FOR TEMPORARY SECURING THE MARINE PLANT SHOWN4.3

(SEE INFORMATIONAL DRAWING BDF-2-49/1)

BAYS 4 THROUGH 15 WERE CONSTRUCTED WITH 14' FLOW DEFLECTORS.

BAYS 1,2,3,16,17, AND 18 WERE CONSTRUCTED WITH 7' FLOW DEFLECTORS.4.2

BLOCK BETWEEN BAYS 9-17.

DEFLECTORS, BAFFLE BLOCKS, AND ON THE APRON DOWNSTREAM OF THE BAFFLE

THE REQUIRED WORK AREAS ARE BETWEEN BAYS 2-17 AND BETWEEN THE FLOW4.1

4. WORK AREA

48 HOUR, AND A HEADS UP FOR ANY FUTURE SPILLING REQUIREMENTS.

RIVER OPERATIONS EVERY DAY AT 1:30PM. THE BRIEFING WILL COVER 24 HOUR,

THE CONTRACTOR WILL BE REQUIRED TO ATTEND A DAILY TELEPHONE BRIEFING ON3.5

PERMISSION BASED ON DAILY MORNING UPDATES FROM THE COR/GQAR/ENGINEER.

REMOVAL OR DAMAGE OF EXISTING REINFORCING WILL BE ALLOWED WITHOUT WRITTEN

IF DIVERS ENCOUNTER EXPOSED REINFORCING IN AND AROUND THE SPILLWAY PIERS, NO3.4

BEFORE COMMENCING REMOVAL WORK.

INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS

EXISTING SPILLWAY, INCLUDING QUANTITIES AND LOCATIONS OF ROCK PILES ARE FOR

ALL OF THE INFORMATION SHOWING AS BUILT AND EXISTING CONDITIONS OF THE3.3

S-101.

THE GENERAL LOCATION OF THE LOOSE ROCK TO BE REMOVED IS ON SHEETS S-001,3.2

~1000 CUBIC YARDS BETWEEN BAY 9-17 ON THE APRON.

FLOW DEFLECTORS AND THE BAFFLE BLOCKS IN BAYS 2-17 OF THE STILLING BASIN AND

THE WORK INCLUDES REMOVAL OF 150-160 CUBIC YARDS OF LOOSE ROCK BETWEEN THE3.1

3. REQUIRED WORK

2. PROJECT ELEVATION DATUM IS NGVD 1929

1. SEE SHEET G-002 FOR DRAWING INDEX.

SYMBOL

IDENTIFICATION

DETAIL

SYMBOL

IDENTIFICATION

SECTION

3. DRAWING NUMBER CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

DENOTES GENERAL FEATURES-

AS SHOWN BELOW:

6. AREA FEATURE DESIGNATOR FOR "G" AND "S" SHEETS IDENTIFICATION SHALL BE

(LEGEND NOTE 6)

TYPE DESIGNATOR (0 THRU 9)AREA FEATURE

SEQUENCE NUMBER (00 THRU 99)DISCIPLINE

LEGEND:

APPEARS

WHICH DETAIL

SHEET NUMBER ON

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

* WHEN BLANK, DETAIL

WAS TAKEN *

WHERE DETAIL

SHEET NUMBER

SHEET AS IT WAS TAKEN

APPEARS ON THE SAME

* WHEN BLANK, SECTION

APPEARS *

WHICH SECTION

SHEET NUMBER ON

WAS TAKEN *

WHERE SECTION

SHEET NUMBER

SEPERATOR SYMBOLSERIES CODE

DISCIPLINE CODESEPERATOR SYMBOL

SPERATOR SYMBOLFEATURE CODE

SEQUENCE NUMBERPROJECT CODE

LEVEL 2 DISCIPLINE DESIGNATORDISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATORSEPERATOR SYMBOL

SHEET SEQUENCE NUMBERSERIES CODE

USER DEFINABLE CODEPROJECT MAJOR FEATURE CODE

FILE EXTENSIONPROJECT CODE

G-003

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 12/21/2017 10:49:02 AM BY USERNAME: g2ecdjns SHEET NAME: G-003

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DRAWING PLOT SIZE: ANSI F DATE AND TIME PLOTTED: 12/18/2017 8:40:47 AM BY USERNAME: g2ecdjns SHEET NAME: G-104

INTERSTATE

W I L

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LONGVIEW

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VANCOUVER

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THE DALLES

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C a s c a e r i v e

G r e e n l e a f

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DRAIN

CONCRETE

ATCH

WATER

INTERSTATE

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT WORK

0500' 500'

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT PHOTO

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SCALE: 1" = 500'

BONNEVILLE

NORTH

SITE

HISTORIC

NATIONAL

CASCADE

FORT

BYPASS OUTFALLS

JUVENILE FISH

M I)

RTLA

N D

I-84 EXIT #40

ISLAND

ROBINS

RAILROAD

UNION PACIFIC

POWERHOUSE

FIRST

ISLAND

BRADFORD

DAM

SPILLWAY

SYSTEM

SURFACE FLOW BYPASS

B2 CORNER COLLECTOR

POWERHOUSE

SECOND

ISLAND

CASCADES

OREGON

WASHINGTON

PARKING AREA

PRIMARY

OFFICE AND

CONTRACTOR

OFFICE

AMINISTRATION

PROJECT

ROUTE

ACCESS

VEHICLE

W A S H

G T

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OWRI

VER

BURLI

NGTO

RTHER

RAI

PARKING

AVAILABLE

PER AREA

MAXIMUM

(4) VEHICLES

PARKING:

LEVEL

SEA

MEAN

BELOW

DEPTH

DATUM IS NGVD 29.

4. ELEVATION 0.0 IS AT MEAN SEA LEVEL. PROJECT ELEVATION

HYDRO SURVEY RESULTS.

FEATURES AND IS BASED ON OCTOBER 2011 MULTIBEAM

3. ALL INFORMATION SHOWN REPRESENTS UNDERWATER

ABBREVIATIONS.

2. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND

1. SEE SHEET G-002 FOR DRAWING INDEX.

ISOMETRIC LOOKING SOUTHEAST

NOTES:

SCALE: NONE

NORTH

B A

BLOCKS

BAFFLE

EXISTING

PIERS

EXISTING

BAFFLE BLOCK

CONTINUOUS

EXISTING

APRON

DOWNSTREAM

)OGEE

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 12/18/2017 8:43:10 AM BY USERNAME: g2ecdjns SHEET NAME: S-006

HYDRO SURVEY RESULTS.

FEATURES AND IS BASED ON SEPTEMBER 2017 MULTIBEAM

3. ALL INFORMATION SHOWN REPRESENTS UNDERWATER

ABBREVIATIONS.

2. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND

1. SEE SHEET G-002 FOR DRAWING INDEX.

NOTES:

PLAN - STILLING BASIN ROCK ACCUMULATION SEPTEMBER 2017NN

SCALE: AS NOTED

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 12/18/2017 8:47:53 AM BY USERNAME: g2ecdjns SHEET NAME: S-108

TYPICAL BAY 2

TYPICAL BAYS 15 - 17

MATERIAL REMOVED IN 2012

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DRAWING PLOT SIZE: ANSI D DATE AND TIME PLOTTED: 12/18/2017 8:45:36 AM BY USERNAME: g2ecdjns SHEET NAME: S-108

50’-0"

SPILLWAY PLAN

0 100’100’

SCALE: 1"= 100’

SPILLWAY DOWNSTREAM ELEVATION

060’ 60’

SCALE: 1"= 60’

BAY 1 BAY 2 BAY 3 BAY 16 BAY 17 BAY 18

TYP

TOP OF DECK

EL. 97.0

SPILLWAY CREST

EL. 24.0

DEFLECTOR

EL. 7.0

EXISTING

CONTRACTION JOINT

TYP

BAY 1 BAY 2 BAY 3 BAY 16 BAY 17 BAY 18

NOTES:

F L

O W

BAY 4 BAY 5 BAY 6 BAY 7 BAY 8 BAY 9 BAY 10 BAY 11 BAY 12 BAY 13 BAY 14 BAY 15

EXISTING FLOW

DEFLECTORS

BAY 4 BAY 15

P A

R T I

E V

A T I

O N

O V

E R

L L

S T

R U

C T

U R

A L

INFORMATION AND REQUIREMENTS.

L W I

B D

D G

N D

E G

R I

F T

D O

N A

A M

B E

C h i e f r u c t u r c s i g n

G E

N E

R A

(TYP)

S1 S1 S1

TO BE REMOVED

3. FOR TYP NEW FLOW DEFLECTOR GEOMETRY, CONCRETE AND CONSTRUCTION JOINTS, SEE DWG S3.

BDF-0-32/3

EL.84.75

2. AFTER DEWATERING IS COMPLETED, CONTRACTOR MAY BEGIN TO BUILD NEW

REINFORCED CONCRETE FLOW DEFLECTORS. IN BAY 18, WHERE THERE IS AN EXISTING

CONSTRUCTION OF THE NEW FLOW DEFLECTOR.

7. SEE INFORMATIONAL DRAWINGS FOR EXISTING CONCRETE OUTLINES AND REINFORCEMENT.

8. SEE S24 FOR RECOMMENDED CONSTRUCTION SEQUENCE.

EXPECTED DURING THE CONSTRUCTION. CONTRACTOR SHALL TAKE MEASURES TO PROTECT

NOTIFY CORPS OF ENGINEERS FOR ANY DISCREPANCY OR DEVIATION.

BOTTOM OF BRIDGE

GIRDER

TO BE CONSTRUCTED

NEW FLOW DEFLECTORS

TO BE CONSTRUCTED

NEW FLOW DEFLECTORS

TO BE REMOVED

EXISTING FLOW DEFLECTOR

FLOW DEFLECTOR

NEW FLOW DEFLECTORSNEW FLOW DEFLECTORS

6. LEAKING FROM SPILLWAY GATES AND EXISTING CONTRACTION JOINTS ON OGEES SHOULD BE

CONSTRUCTION AGAINST ANY DAMAGE DUE TO THE LEAKING DURING THE CONSTRUCTION.

5. CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR MORE

4. FOR TYP NEW FLOW DEFLECTOR STEEL REINFORCEMENT, SEE DWG S4.

FLOW DEFLECTOR, THE EXISTING FLOW DEFLECTOR SHALL BE DEMOLISHED PRIOR TO

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION,

CONTRACTORS EXPENSE. THE CONTRACTOR SHALL THEN REPAIR AREA AS PER NOTE 9 ABOVE.

FLOW DEFLECTORS, THEY SHALL BE REMOVED AND DISPOSED OF AT THE

INTERFERE WITH THE PLACEMENT OF THE BULKHEAD DEWATERING SYSTEM OR NEW

AND ABUTMENT WALLS IN BAYS 1 & 18, AT HIGHER ELEVATIONS. IF THESE PIECES

10. IN ADDITION, THERE ARE SOME LARGER EXISTING STEEL PIECES BOLTED TO THE PIER

PLACING DOWELS AND CONCRETE.

EXISTING CONCRETE SURFACE, PAINT WITH RUST INHIBITING COATING PRIOR TO

42"x16"x6.5" @ APPROXIMATE EL. 6. CUT OFF AND GRIND ANCHOR BOLTS FLUSH WITH

9. CONTRACTOR SHALL REMOVE TWO EXISTING STEEL PIECES THAT ARE APPROXIMATELY

OFF-LOAD

FOR CONTRACTOR MATERIALS

BAY 18 CROSSOVER BRIDGE

US Army Corps of Engineers

B C D

E F G H

D e s c r i p t i o n R e v i s i o n

D a t e

B y

Portland District

D a t e

C A i m e

S u b m i t t e d b y

C h e c k e d b y

D r a w n b y

D e s i g n e d b y

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

P O

R T

L A

E G

O N

C O

G I

N E

E R

G I

N E

S T

R I

C T

SHEET

F L

E C

T O

R S

B O

N N

E V I

S P I

L L

W A

R I

K H

A L

11 JUNE 03

AS-BUILT AS OF:

DACW57-01-C-0016

CONTRACT NO.

AS-CONSTRUCTED.

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

A B

U T

A B

U T

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

A B

U T

A B

U T

AND 10

SEE NOTE 9 SEE NOTE 10

EXISTING DEFLECTORS

A B C

G2ecdjem Information Only

G2ecdjem Rectangle

G2ecdjem Typewritten Text

NOTE:

DOWNSTREAM BAFFLE

BLOCKS ARE SOLID IN

BAYS NO.10 THRU No.17

G2ecdjem Rectangle

G2ecdjem Line

EL.14.00

45’-4"

FLOW FLOW

SPILLWAY CREST

EL. 24.00

NEW FLOW DEFLECTOR

EL. 7.00

TOP OF DECK

EL. 97.00

030’ 30’

SCALE: 1"= 30’

FLOW

SPILLWAY CREST SPILLWAY CREST

BAY 1 SECTION

030’ 30’

BAY 18 SECTION

030’ 30’

W3 W3

SEE DETAIL 1/S25

EL.7.00

TOP OF DECK

EL.97.00

TOP OF DECK

EL.97.00

REPAIR OGEE

AS REQUIRED

ABUTMENT 1

PIER 18

EL.24.00 EL.24.00

REMOVE EXISTING DEFLECTOR

SCALE: 1"= 30’ SCALE: 1"= 30’

TYPICAL SECTION A

S T

R U

C T

U R

A L

L W I

B D

D G

N D

E G

R I

F T

D O

N A

A M

B E

C h i e f r u c t u r c s i g n

C O

N C

R E

T E

BAYS 2,3 AND 16,17

B A

C O

N C

R E

T L I

N E

BDF-2-49/1

US Army Corps of Engineers

B C D

E F G H

D e s c r i p t i o n R e v i s i o n

D a t e

B y

Portland District

D a t e

C A i m e

S u b m i t t b y

C h e c k e d b y

D r a w n b y

D e s i g n e d b y

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

P O

R T

L A

E G

O N

C O

G I

N E

E R

G I

N E

S T

R I

C T

SHEET

F L

E C

T O

R S

B O

N N

E V I

S P I

L L

W A

R I

K H

A L

11 JUNE 03

AS-BUILT AS OF:

DACW57-01-C-0016

CONTRACT NO.

AS-CONSTRUCTED.

56’-1�"

Information Only

Typewritten Text

G2ecdjem Typewritten Text

BDD1.102_G-001CSD

BDD1.108_G-002XXX

BDD1.108_G-003XXX

BDD1.108_G-004XXX

BDD1.108_S-001XXX

BDD1.108_S-101XXX

BDD1.108_S-501XXX

BDW003F32CO1

BDS001F49CO1

BDD-2-7_1

M-5-12_1

M-5-12_2

M-5-12_3

M-5-12_64

M-5-12_67

File details come from the government source that posted it.