Draft DWG FXSB17-2815_PLAN SET.pdf

PDF 5 MB Posted

Attached to
Repair Install Arctic Package Generator Bldg. 7079 Lift Station
Solicitation number
FXSB17-2815
Issued by

About this file

This document provides details for a federal construction contract opportunity to install an arctic generator package near an Alaskan lift station building. The 673rd Contracting Squadron is seeking a contractor to provide 100% design, specifications, and construction services to install a new generator, automatic transfer switch, and belly fuel tank within a weatherproof enclosure at Joint Base Elmendorf-Richardson in Alaska. The estimated price range for the project is between $250,000 and $500,000. The solicitation will be a 100% small business set-aside with a size standard of $39.5 million under NAICS code 236220. The solicitation is anticipated to be posted on May 24, 2021 through the SAM.gov website and proposals will be due on June 23, 2021.

View the file

Other files

File Type Posted
Picture Lift Station.jpg JPG image
Draft SOW.pdf PDF
Draft Enviro Specs.pdf PDF
Draft Attachment Generator Points.xlsx XLSX spreadsheet
Draft Specs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

M

U

N

D

Y

A

V

E

11TH ST

12765

12767

12761

12757

12763

12759

12739

12737

12755

12741

11735

11723

10550

A

R

A D

W A

N

P

A

X U

P

G-001

C O

V E

R

S

H E

E T

N

O T

E S

A N

D

D

R A

W I N

G

S

C H

E D

U L E

S

N

O T

E D

G d w g

VICINITY MAP GENERAL NOTES

D

CIVIL ENGINEER SQU

AD

RO

N

RE

AD

Y AND RESOLUTE

JBER - ELMENDORF, ALASKA

PROJECT No. FXSB 17-2815

INSTALL ARCTIC GENERATOR PACKAGE

NEAR BUILDING 7079 LIFT STATION

PROJECT

LOCATION

SHEET TITLE

SYMBOL FACILITY

REF

ALASKA CANADA

ARCTIC

OCEAN

PACIFIC

OCEAN

BERING

SEA

JBER

RICHARDSON

I

N

T

E

R

N

A

T

I

O

N

L

T

E

I

N

E

AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS,

PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE

WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO DAMAGE

GOVERNMENT OR PRIVATE PROPERTY.

PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY.

VEHICLES OTHERWISE PARKED SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED

WITHIN TWENTY (20) FEET OF ANY BUILDING, OBSTRUCT FIRE EXITS OR

OTHERWISE INTERFERE WITH FIRE FIGHTING FACILITIES. ANY MATERIALS,

EQUIPMENT OR VEHICLES DOING SO WILL BE REMOVED AT THE CONTRACTOR'S

EXPENSE.

THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM

ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A

DAILY BASIS.

ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE

CLEARED THROUGH THE FIRE DEPARTMENT.

ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL,

STATE AND LOCAL CODES OR STANDARDS. ALL WORK SHALL COMPLY WITH

THE MOST RECENT ADOPTED EDITION OF THE CODES OR STANDARDS LISTED

BELOW:

- EPA STANDARDS

- INTERNATIONAL BUILDING CODE (I.B.C.)

- INTERNATIONAL FUEL GAS CODE (I.F.G.C.)

- INTERNATIONAL MECHANICAL CODE (I.M.C.)

- INTERNATIONAL PLUMBING CODE (I.P.C.)

- NATIONAL ELECTRICAL CODE (N.E.C.)

- NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C.)

- NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.)

- OSHA STANDARDS

- SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION INC. (SMACNA)

- FIRE CODES

LOCATION MAP

SCHEDULE OF DRAWINGS

MAP KEY

FIRE STATION 1 : BLDG. 6544

BONIFACE ENTRANCE GATE

POST ROAD ENTRANCE GATE

GENERAL DESCRIPTION OF WORK

GOVERNMENT HILL ENTRANCE GATE

CONTRACT MANAGEMENTJBER-ELMENDORF: BLDG. 10480

NOT FOR CONSTRUCTION

PROVIDE ONE NEW WEATHERPROOF DIESEL GENERATOR WITH WALK-IN

ENCLOSURE THAT ACCOMMODATES ALL THE GENERATOR EQUIPMENT AND

TRANSFER SWITCH.

G-001

E-001

E-101

E-501

E-502

E-503

E-504

COVER SHEET, VICINITY MAP & GENERAL NOTES

ELECTRICAL NOTES AND TRENCH DETAIL

SITE PLAN

GENERATOR SET ENCLOSURE CONCEPT PLAN

ELECTRICAL AS BUILT

ELECTRICAL AS BUILT

ELECTRICAL AS BUILT

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

C

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

G

N

E R

A T

R

P

C

K A

G E

N E

B

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

F

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L

E R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

SITE

BLDG 7079

SITE LOCATION

SHEET NO.

DRAFT

AutoCAD SHX Text

ALASKA RAILROAD 200 FT RIGHT - OF - WAY

AutoCAD SHX Text

DOOLITTLE AVE

AutoCAD SHX Text

DETHLEFSEN AVE

AutoCAD SHX Text

25TH ST

AutoCAD SHX Text

CRAW AVE

AutoCAD SHX Text

AutoCAD SHX Text Iditarod

AutoCAD SHX Text Dining

AutoCAD SHX Text Hall

AutoCAD SHX Text Airmen Dorms

AutoCAD SHX Text

AutoCAD SHX Text

FAIRCHILD AVE

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text

GIBSON AVE

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text

CHENNAULT AVE

AutoCAD SHX Text

ACTIVE PIT

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text 18th

AutoCAD SHX Text 18th

AutoCAD SHX Text 18th

AutoCAD SHX Text

ARCTIC WARRIOR

AutoCAD SHX Text

ARCTIC WARRIOR

AutoCAD SHX Text

ARCTIC WARRIOR

AutoCAD SHX Text

ARCTIC WARRIOR

R

A D

W A

N

N T

S

E-001

E d w g

P

A

X U

P

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L E

R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

STANDARD ELECTRICAL NOTES - CONTRACTOR TO COMPLETE

13) NOT USED.

14) PROVIDE NEATLY TYPED PANEL BOARD SCHEDULES (ODD NUMBERED

CIRCUITS ON THE TOP OR LEFT SIDE, EVEN NUMBERED CIRCUITS ON THE

BOTTOM OR RIGHT SIDE) UNDER A PLASTIC JACKET OR PROTECTIVE COVER TO

KEEP THE SCHEDULE FREE FROM DIRT AND DAMAGE, SECURELY MOUNTED ON

THE FACE OF THE PANEL BOARD DOOR. BRIEFLY DEFINE, BUT ACCURATELY,

THE NATURE OF THE CONNECTED LOAD. SCHEDULES SHALL BE UPDATED

AT THE PROJECT COMPLETION SHOWING AS-BUILT CONDITIONS.

15) PROVIDE ENGRAVED NAMEPLATES ON MAJOR ELECTRICAL EQUIPMENT SUCH

AS PANEL BOARDS, DISCONNECTS AND OUTLET PANELS, ETC.

NAMEPLATES SHALL BE COMPOSED OF THREE - LAYER LAMINATED PLASTIC IN

ACCORDANCE WITH FS-L-P-387. LAMINATE SHALL HAVE A WHITE CORE WITH

BLACK OUTER LAYERS ON NORMAL POWER SYSTEMS AND A RED OUTER LAYER

ON EMERGENCY SYSTEM EQUIPMENT. LETTERING SHALL BE 1/4" MINIMUM.

EDGES SHALL BE CHAMFERED. ADHESIVE IS NOT ACCEPTABLE.

16) CEILING GRID SHALL BE ADEQUATE TO SUPPORT TOTAL LOAD OF ALL

COMPONENTS AND ACCESSORIES OF THE CEILING SYSTEM AS WELL

AS OTHER EQUIPMENT INSTALLED ON CEILING SYSTEM DURING SEISMIC

DISTURBANCES.

17) SEISMIC TIES SHALL BE LOCATED AS NOT TO COME INTO CONTACT NOR

INTERFERE WITH EXISTING EQUIPMENT.

18) LIGHT FIXTURE WHIPS SHALL BE 6 FEET EXTRA IN LENGTH AND

INDEPENDENTLY CONNECTED TO CEILING OUTLET BOX TO ALLOW FOR

RELOCATION OF THE FIXTURE IN THE FUTURE.

WHIPS SHALL BE PROVIDED WITH GROUNDING CONDUCTOR AND FITTINGS TO

CONFORM TO NEC 250.

19) INSTALL LOCAL FIXTURES FOR LOCAL SEISMIC ZONE. PENDANT FIXTURES

SHALL HAVE SWIVEL HANGER ASSEMBLIES FITTED WITH A RESTRAINING

DEVICE TO HOLD THE STEM AND/OR CEILING IN THE SUPPORT POSITION

DURING EARTHQUAKE MOTIONS. BRACING SHALL BE THREE DIRECTIONAL,

120 DEGREES APART.

20) ALL LUMINAIRES MUST BE INSTALLED WITH A LUMINAIRE DISCONNECT.

21) LUMINAIRES AUTOMATIC CONTROL DEVICES SHALL BE LISTED AS FAIL SAFE

AND BE ACTIVATED BY THE BUILDING FIRE ALARM PANEL PER NFPA 101 7.8.1.1.2(5)

22) SUBMIT ALL ELECTRICAL APPARATUS FOR GOVERNMENT APPROVAL.

23) ALL ELECTRICAL CONSTRUCTION SHALL MEET THE NEC, NESC, GOVERNMENT

UFC, AFM, AND AFI CRITERIA.

24) THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEMS,

INCLUDING ALL MATERIALS AND TESTING.

25) PROVIDE A COMPLETE ELECTRICAL AS BUILT AT THE COMPLETION OF THIS

PROJECT.

1) ALL ELECTRICAL WORK SHALL BE PERFORMED AND VERIFIED BY A CERTIFIED/

JOURNEYMAN ELECTRICIAN.

2) REPAIR ADJACENT FINISHES DAMAGED DURING CONSTRUCTION WORK.

NOTIFY THE CONTRACTING OFFICER OF ANY DAMAGES PRIOR TO EXECUTION

OF WORK.

3) CIRCUITS ARE #12 COPPER CONDUCTORS IN 1/2" EMT FOR INTERIOR AND RIGID

CONDUIT FOR EXTERIOR LOCATIONS, UNLESS NOTED OTHERWISE.

TO COMPENSATE FOR VOLTAGE DROP, USE #10 COPPER CONDUCTORS OR

NEXT LARGER SIZE FOR 20 AMP, 120 VOLT BRANCH CIRCUITS WHEN RUNS ARE

LONGER THAN 75 FEET FROM PANEL TO FINAL EQUIPMENT LOAD.

EXTERIOR CONDUCTORS INSULATION SHALL BE RATED FOR COLD WEATHER

USAGE. CONDUCTOR JACKETING AND INSULATION SHALL BE INSTALLED OR

REPLACE WHEN NECESSARY, TO BE FREE FROM NICKS, SCRAPES OR SCUFF

MARKS.

4) EQUIPMENT SHALL BE GROUNDED WITH A GROUNDING CONDUCTOR, EVEN IF

PROVIDED WITH OTHER MEANS DESIGNED AND LISTED FOR GROUNDING

PURPOSES.

THE GROUNDING CONDUCTOR SHALL BE PROVIDED REGARDLESS OF THE

TYPE OF CONDUIT EXTENDING FROM THE DEVICE TO THE POWER SOURCE.

THE INSULATED COPPER CONDUCTOR SHALL BE SIZED PER NEC 250-122 WITH

#12 AS A MINIMUM AND SHALL BE IDENTIFIED BY A DISTINCTIVE GREEN COLOR

OR BE PERMANENTLY MARKED WITH THE WORD "GREEN".

ISOLATED GROUND CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE.

5) WIRE AND CABLE IDENTIFICATION SHALL BE MADE BY COLOR CODED

INSULATED CONDUCTORS, MACHINE PRINTED PLASTIC COATED SELF STICKING

MARKERS, PERMANENTLY ATTACHED METAL MARKERS, OR OTHER APPROVED

MEANS. CONTROL CIRCUIT TERMINALS OF EQUIPMENT SHALL BE PROPERLY

IDENTIFIED. HAND LETTERING AND MARKING IS NOT ACCEPTABLE.

6) WHEN EXPOSED RACEWAYS IN FINISHED AREAS ARE NECESSARY, RACEWAYS

SHALL CONFORM TO NEC ARTICLE 386 AND SHALL BE

PAINTED TO MATCH ADJACENT SURFACES.

RACEWAYS SHALL BE SECURED WITH SCREWS OR OTHER MECHANICAL

FASTENERS SPACED PER THE MANUFACTURER'S RECOMMENDATIONS.

ADHESIVE ONLY IS NOT ACCEPTABLE.

RACEWAY FILL SHALL BE IN ACCORDANCE WITH NEC.

7) WHERE CONDUIT RACEWAYS ARE INSTALLED BETWEEN HEATED/COOLED AND

NON-HEATED/NON-COOLED ENVIRONMENTS, APPLY A SEAL TO PREVENT

SMOKE OR CONDENSATION INFILTRATION IN ACCORDANCE WITH NEC CHAPTER 3.

COMPOUNDS FOR SEALING SHALL BE FIREPROOF.

8) WHERE CONDUIT RACEWAYS ARE DIRECTLY FASTENED TO STEEL STRUCTURAL

BEAMS, USE GALVANIZED OR STAINLESS STEEL MALLEABLE BEAM CLAMPS

ATTACHED TO THE BEAM WITH A BOLTED CONNECTION.

NON BOLTED TYPES ARE NOT ACCEPTABLE.

SUBMIT FOR GOVERNMENT APPROVAL.

9) ALL RECEPTACLES AND SWITCHES SHALL BE RATED A MINIMUM OF 20 AMPS.

RECEPTACLES SHALL BE NEMA 5-20R DUPLEX TYPE UNLESS OTHERWISE

NOTED.

RECEPTACLES LOCATED NEAR DOORWAYS SHALL BE LOCATED AS TO BE

ACCESSIBLE WHEN THE DOOR IS IN THE FULLY OPENED POSITION.

INSTALL RECEPTACLES 18 INCHES ABOVE FLOOR IN OFFICE ADMIN AREAS.

OUTLETS IN BAY AREA SHALL BE INSTALLED A 36" ABOVE FINISHED FLOOR.

SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR.

10) DO NOT USE NONMETALLIC BOXES.

RECEPTACLES AND SWITCHES SHALL BE IN APPROVED BOXES WITH METALLIC

COVERS IN UNFINISHED AREAS, NORMALLY WET OR HAZARDOUS LOCATIONS.

WEATHERPROOF (WP) AND RAIN TIGHT (RT) RECEPTACLE SHALL HAVE COVERS

AS DEFINED IN NEC 406 "EXTRA DUTY".

11) STANDARD BOXES SHALL BE SIZED ACCORDING TO NEC 314.16.

ALL ELECTRICAL EQUIPMENT SHALL BE FREE FROM FOREIGN MATERIALS

SUCH AS PLASTER OR PAINT AS NOTED IN NEC 110.12.

12) PANEL BOARDS SHALL HAVE ENCLOSED COPPER BUS WORK WHEN THE FRONT

COVER IS REMOVED SIMILAR TO SQUARE D OR CUTLER HAMMER MODELS.

NOT FOR CONSTRUCTION

TRENCH DETAIL

SCALE: NTS

S T

A N

D A

E

C T

R I C

A L

N

O T

E S

A N

D

T

R E

N C

H

D

E T

A I L

TRENCH DETAIL SHALL BE

SUBMITTED BY THE

DESIGN BUILD CONTRACTORDRAFT

S

S

S

S

C O

M M

H

C

S

W

C O

M M

SSMH

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L E

R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

NOT FOR CONSTRUCTION

SITE LOCATION

SCALE: NTS

A

R

A D

W A

N

N T

S

E-101

E d w g

P

A

X U

P

G E

N E

R A

T O

R

S

I T

E P

L A

N

GENERATOR SITEPLAN

SCALE: 1" = 10'

TREE

ELEC PANELS,

SEE PHOTOS

BELOW

LIFT STATION

NEW ENCLOSED

10' x 20' GEN-SET

& CONCRETE PAD

PANELS LIFT STATION SCHEDULE LIFT STATION PANEL PUMP CONTROL PANEL

B

L

B

L

B

L

SITE

DRAFT

R

A D

W A

N

N T

S

E-501

G E

N E

R A

T O

R

S

C

L O

S U

R E

C O

N C

E P

T

P

L A

N

E d w g

P

A

X U

P

DIMENSIONS SHOWN ARE SUBJECT TO CHANGE BY DESIGNER.

DRAFT TO BE MODIFIED AND COMPLETED BY CONTRACTOR.

GENERAL NOTES

PREP AND PAINT

-CLEAN TO SPEC SSPC-SP1

-ALL SEAMS SEALED, PRIMED WITH TWO COATS OF

EPOXY PRIMER.

-EXTERIOR IS TOP COATED WITH TWO COATS OF

SEMI GLOSS POLY-SILOXANE PAINT, COLOR TBD.

EXTERIOR WALLS AND ROOF

-WALLS: 5" DEEP 14GA GALVANIZED STEEL WITH

DOUBLE WALL CONSTRUCTION.

-ROOF:5" DEEP 14GA GALVANIZED STEEL WITH

DOUBLE THICKNESS CROSS MEMBERS.

-ROOF HAS A 1' PEAK TO MINIMIZE PONDING.

-DESIGNED TO WITHSTAND SNOW LOADS PER UBC

INTERIOR

-FULLY INSULATED WITH 5" FIBERGLASS AND 22GA

PERFORATED AND GALVANIZED STEEL

SUB BASE TANK

-SIZE TANK PER SPECS

WEIGHT

-APPROXIMATE WEIGHT: 13,500lbs

PLAN VIEW

SECTION B - B

INTAKE END

SECTION A - A

ELEVATION

SECTION C - C

DISCHARGE END

A

B

A

B

C

C

M

I N

I M

U M

W I D

H

D

LENGTH TBD*

*ALL DIMENSIONS SHALL BE DETERMINED AS REQUIRED TO MEET REQUIRED CODE CLEARANCES.

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L

E R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

DRAFT

AutoCAD SHX Text

R

A D

W A

N

N T

S

E-502

I

X H

I B

I T

E d w g

P

A

X U

P

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L

E R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

PHOTO NOT AVAILABLE,

SEE PANEL PHOTOS

SHEET E-101

PHOTO NOT AVAILABLE,

SEE PANEL PHOTOS

SHEET E-101

R

A D

W A

N

N T

S

E-503

I

H

I B

I T

E d w g

P

A

X U

P

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L

E R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

R

A D

W A

N

N T

S

E-504

I

H

I B

I T

E d w g

P

A

X U

P

A

B

C

D

E

F

1 2 3 4 5 6 7 8

1 2 3 4 5 6 7 8

N o

D A

T E

D E

S C

R I P

T I O

N B

Y

E N

G A

R C

H

P R

O J E

N

A G

E R

D E

S I G

N E

D

B

Y

D

N A

SHEET OF

SHEET REFERENCE

R E

V I S

I O

N S

D R

A W

N

B

Y

A N

S I

P L O

T

S

C A

L E

I N

V O

I C

E

N

U M

B E

R

I N

S T

A L

L

A

R C

T

N

E R

A T

C

K A

G E

N E

I L

D I N

G

L

I F

T

S

T A

T I O

N

J B

E R

E

L M

E N

D O

R F

A

L A

S K

A

D R

A W

I N

G

S

C A

L E

D A

T E

A

F

P

R O

J E

M

B E

R

N

T R

A C

T

N

U M

B E

R

A E

C

F

I

M

E

R A

N D

Y

T

Y L

E R

C H

I E

F r d

C

E S

C

E P

M R

U S

A

R

C E

M

A R

_G-001
Sheets and Views
1
E-001
Sheets and Views
1
E-101
Sheets and Views
Layout1
E-501
Sheets and Views
1
E-502
Sheets and Views
E-105
E-503
Sheets and Views
E-106
E-504
Sheets and Views
E-107

File details come from the government source that posted it. Updated .