HANDRAIL REPAIR_2026_RevA.pdf

PDF 1 MB Posted May 28, 2026

Attached to: ITB 26-20-214605 Bridge 106. 2 Handrail Repair
Solicitation number: ITB 26-20-214605 Bridge 106.2 Handrail Repair
Issued by: Anchorage Municipality, Alaska

About this file

Written by GovTribe AI · Jun 1, 2026

This is an Invitation to Bid (ITB) issued by the Alaska Railroad Corporation (ARRC) for handrail repair work at Bridge 106.2 located at the O'Malley Road Overpass in Anchorage, Alaska. The project involves removing damaged fence fabric, cutting existing posts flush with the intermediate rail, drilling bolt holes, and installing fabricated handrail sections with reinstallation of fence fabric. Estimated quantities include 122 bolts with hardware, three handrail assemblies (A-R, B, and E), 59 post joint sub-assemblies, 2 end joint sub-assemblies, and chainlink fence fabric and fittings as one lot. The bid opening date is scheduled for June 18, 2026, at 3:00 p.m., with sealed bids to be submitted to ARRC at 327 West Ship Creek Avenue, Anchorage, AK 99501. A non-mandatory site visit will be conducted on June 4, 2026, at 1:00 p.m. at the intersection of E 104th Ave and the Alaska Railroad Mainline, with attendees required to provide their own safety equipment including hardhats, safety vests, protective footwear, and safety glasses.

The project is funded through ARRC internal funding with no specific contract award date or term renewal options identified in the ITB documentation. Material specifications require HSS ASTM A500 Grade B for handrail assemblies with hot-dipped galvanized coating per ASTM A123 or spray metallized zinc/aluminum coating. All welders must be qualified per AWS D1.1 with electrodes meeting minimum 70,000 PSI tensile strength, and all welds require 100 percent visual inspection with at least 25 percent magnetic particle testing. Fabrication must follow AREMA 2018, AWS D1.1, and AISC 14th Edition standards. Field welding on existing bridge structures is prohibited unless approved by the engineer, and removal of unacceptable welds or base metal must be conducted by mechanical means.

View the file

Other files

File	Type	Posted
Addendum No. 1 – ITB 26-20-214605 Bridge 106.5 Handrail Repair.pdf	PDF	Jun 1, 2026
BR_106.2_HANDRAIL_REPAIR_Site Visit Map.pdf	PDF	May 28, 2026
Pamphlet_600_Issue_52.pdf	PDF	May 28, 2026
ITB 26-20-214605 Bridge 106.2 Handrail Repair.pdf	PDF	May 28, 2026

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

A L

A R

A I LROAD CORPO

R A

EST. 1914

October 25

ALASKA RAILROAD CORPORATION

ENGINEERING SERVICES

P.O. BOX 107500, ANCHORAGE, ALASKA 99510-7500

O'MALLEY ROAD OVERPASS

BRIDGE 106.2

EAST HANDRAIL REPAIR

AutoCAD SHX Text

BRIDGE 106.2

AutoCAD SHX Text

WORK LOCATON

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P:\ENGINEERING\BRIDGES\BR 106_17 O'MALLEY ROAD\HANDRAIL\HANDRAIL REPAIR_2025.DWG

AutoCAD SHX Text

5/8/2026 2:38 PM

AutoCAD SHX Text

PUBLISHED CTB

AutoCAD SHX Text

DRAWING LOCATION

AutoCAD SHX Text

DATE TIME

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

AFE NO.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

MCG

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

AutoCAD SHX Text 11472

AutoCAD SHX Text

TITLE SHEET AND WORK LOCATION

AutoCAD SHX Text

BR 106.2 EAST HANDRAIL REPAIR

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

MP106.2

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

RUSSIA

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

NOME

AutoCAD SHX Text

KOTZEBUE

AutoCAD SHX Text

JUNEAU

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

KODIAK

AutoCAD SHX Text

BETHEL

AutoCAD SHX Text

UNALASKA

AutoCAD SHX Text

ST. LAWRENCE

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

ST.

AutoCAD SHX Text

MATTHEW

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

NUNIVAK

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

PRIBILOF

AutoCAD SHX Text

ISLANDS

AutoCAD SHX Text

UTQIAGVIK

AutoCAD SHX Text

WHITTIER

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

ANDERSON

AutoCAD SHX Text

PALMER

AutoCAD SHX Text

WASILLA

AutoCAD SHX Text

WILLOW

AutoCAD SHX Text

TALKEETNA

AutoCAD SHX Text

CANTWELL

AutoCAD SHX Text

HEALY

AutoCAD SHX Text

NENANA

AutoCAD SHX Text

ALASKA VICINITY MAP

AutoCAD SHX Text

NTS

1. REFERENCE DOCUMENTS A. AREMA 2018 AREMA 2018 B. AWS D1.1 AWS D1.1 C. AISC 14TH EDITION AISC 14TH EDITION D. CHAIN LINK FENCE MANUFACTURERS INSTITUTE, WIND LOAD GUIDE (WLG-2445) CHAIN LINK FENCE MANUFACTURERS INSTITUTE, WIND LOAD GUIDE (WLG-2445) E. CHAIN LINK FENCE MANUFACTURERS INSTITUTE, PRODUCT MANUAL (CLF-PM0610) CHAIN LINK FENCE MANUFACTURERS INSTITUTE, PRODUCT MANUAL (CLF-PM0610) 2. MATERIAL SPECIFICATION: A. HANDRAIL ASSEMBLIES HANDRAIL ASSEMBLIES 1. HSS ASTM A500, GRADE B HSS ASTM A500, GRADE B ASTM A500, GRADE B B. FENCING 1. FABRIC ASTM A392 FABRIC ASTM A392 ASTM A392 2. TENSION WIRE ASTM A824 TENSION WIRE ASTM A824 ASTM A824 3. FITTINGS ASTM F626 FITTINGS ASTM F626 ASTM F626 3. COATINGS: A. HANDRAIL ASSEMBLIES HANDRAIL ASSEMBLIES 1. HOT DIPPED GALVANIZED PER ASTM A123. HOT DIPPED GALVANIZED PER ASTM A123. OR OR 2. SPRAY METALLIZED WITH ZINC OR ALUMINUM PER SSC 708-2.01. PREPARE SURFACE TO WHITE METAL FINISH, SSPC-SP5/NACE NO. 1, WITH 2.5 MIL ANGULAR SPRAY METALLIZED WITH ZINC OR ALUMINUM PER SSC 708-2.01. PREPARE SURFACE TO WHITE METAL FINISH, SSPC-SP5/NACE NO. 1, WITH 2.5 MIL ANGULAR PROFILE, MINIMUM DRY COATING THICKNESS OF 8 MILS IS REQUIRED. . B. FENCING 1. ALL FENCING MATERIALS SHALL BE GALVANIZED WITH ZINC COATING NO LESS THAN 1.2OZ/FT . ALL FENCING MATERIALS SHALL BE GALVANIZED WITH ZINC COATING NO LESS THAN 1.2OZ/FT . 2. C. ALL FIELD WELDS AT GALVANIZED CONNECTIONS SHALL BE COATED WITH A ZINC-BASED SOLDER (HOT STICK). FIELD WELDS AT GALVANIZED CONNECTIONS SHALL BE COATED WITH A ZINC-BASED SOLDER (HOT STICK). D. ALL DAMAGED COATINGS SHALL BE REPAIRED WITH ZINC-BASE SOLDER (HOT STICK) THEN COLD GALVANIZING SPRAY. 4. FABRICATION: 1. ALL WELDERS SHALL BE QUALIFIED FOR THE WELDING PROCEDURES PER AWS D1.1. ALL WELDERS SHALL BE QUALIFIED FOR THE WELDING PROCEDURES PER AWS D1.1. 2. ALL WELD ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70,000 PSI. ALL WELD ELECTRODES SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70,000 PSI. 3. ALL WELDS SHALL BE 100% VISUALLY INSPECTED. ALL WELDS SHALL BE 100% VISUALLY INSPECTED. 5. HANDRAIL AND FENCE INSTALLATION: A. GENERAL: REMOVE FENCE FABRIC, SET ASIDE. CUT ALL POSTS FLUSH WITH TOP OF INTERMEDIATE RAIL. LOCATE AND DRILL BOLT HOLES. GENERAL: REMOVE FENCE FABRIC, SET ASIDE. CUT ALL POSTS FLUSH WITH TOP OF INTERMEDIATE RAIL. LOCATE AND DRILL BOLT HOLES. INSTALL FABRICATED HANDRAIL SECTIONS AND REINSTALL FENCE FABRIC AS DETAILED IN PLAN SET. HOT STICK AND TOP COAT DAMAGED REGIONS OF COATINGS. EXISTING DAMAGED FENCE TO BE PROPERLY DISPOSED OF BY CONTRACTOR. B. ALL WELDING SURFACES SHALL BE PREPARED PER SSPC-SP11, POWER-TOOL CLEANING TO BARE METAL. ALL WELDING SURFACES SHALL BE PREPARED PER SSPC-SP11, POWER-TOOL CLEANING TO BARE METAL. C. ALL WELDERS SHALL BE QUALIFIED FOR THE WELD PROCEDURE PER AWS D1.1. ALL WELDERS SHALL BE QUALIFIED FOR THE WELD PROCEDURE PER AWS D1.1. D. ALL WELD ELECTRODES SHALL BE COMPATIBLE WITH THE BASE METAL AND A MINIMUM TENSILE STRENGTH OF 70,000PSI. ALL WELD ELECTRODES SHALL BE COMPATIBLE WITH THE BASE METAL AND A MINIMUM TENSILE STRENGTH OF 70,000PSI. E. ALL FIELD WELDS NOT CALLED OUT IN PLAN SET ON EXISTING BRIDGE STRUCTURES ARE PROHIBITED UNLESS APPROVED BY ENGINEER.. ALL FIELD WELDS NOT CALLED OUT IN PLAN SET ON EXISTING BRIDGE STRUCTURES ARE PROHIBITED UNLESS APPROVED BY ENGINEER.. F. FIELD WELD TESTING: FIELD WELD TESTING: 1. ALL WELD TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AWS D1.1. ALL WELD TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AWS D1.1. 2. ALL WELDS UNLESS OTHERWISE NOTED SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% MAGNETIC PARTICLE TESTED. ALL WELDS UNLESS OTHERWISE NOTED SHALL BE 100% VISUALLY INSPECTED AND AT LEAST 25% MAGNETIC PARTICLE TESTED. E. REMOVAL OF UNACCEPTABLE WELD OR BASE METAL SHALL BE DONE BY MECHANICAL MEANS OR MECHANICALLY CONTROLLED METHODS.

AutoCAD SHX Text

SUMMARY OF ESTIMATED QUANTITIES

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text

BOLTS WITH HARDWARE, AS DETAILED ON PG.3

AutoCAD SHX Text

EA.

AutoCAD SHX Text

HANDRAIL A-R, AS DETAILED ON PG.4

AutoCAD SHX Text

EA.

AutoCAD SHX Text

HANDRAIL B, AS DETAILED ON PG.4

AutoCAD SHX Text

EA.

AutoCAD SHX Text

HANDRAIL E, AS DETAILED ON PG.4

AutoCAD SHX Text

EA.

AutoCAD SHX Text

POST JOINT SUB-ASSEMBLY, AS DETAILED ON PG.5

AutoCAD SHX Text

EA.

AutoCAD SHX Text

END JOINT SUB-ASSEMBLY, AS DETAILED ON PG.5

AutoCAD SHX Text

EA.

AutoCAD SHX Text

CHAINLINK FENCE FABRIC AND FITTINGS, AS DETAILED ON S3

AutoCAD SHX Text

LOT

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P:\ENGINEERING\BRIDGES\BR 106_17 O'MALLEY ROAD\HANDRAIL\HANDRAIL REPAIR_2025.DWG

AutoCAD SHX Text

5/8/2026 2:38 PM

AutoCAD SHX Text

PUBLISHED CTB

AutoCAD SHX Text

DRAWING LOCATION

AutoCAD SHX Text

DATE TIME

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

AFE NO.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

MCG

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

AutoCAD SHX Text 11472

AutoCAD SHX Text

GENERAL NOTES AND SUMMARY OF ESTIMATED QUANTITIES

AutoCAD SHX Text

BR 106.2 EAST HANDRAIL REPAIR

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

FAIRBANKS

MP106.2

NOTES

1. TIGHTEN BOLTS USING TURN-OF-NUT METHOD .

2. 1/2" Ø x 4" ASTM F3125 GRADE A325, TYPE 1 BOLTS.

3. HARDENED STEEL WASHERS (2 PER BOLT): ASTM F436.

4. ASME B18.16.6 HEAVY HEX NYLOCK NUTS.

ELEVATION - EAST FACE

TYPICAL X-SECTION

TYP. TOP RAIL TO JOINT DETAIL POST TO JOINT BOLT DETAIL

END JOINT BOLT DETAIL

AutoCAD SHX Text

SPAN 1=91'-7 1/4"

AutoCAD SHX Text

SPAN 2=71'-1"

AutoCAD SHX Text

SPAN 3=84'-8"

AutoCAD SHX Text

SPAN 4=92'-1 1/4"

AutoCAD SHX Text

HANDRAIL A/L

AutoCAD SHX Text

(3)HANDRAIL B

AutoCAD SHX Text

HANDRAIL E

AutoCAD SHX Text

HANDRAIL D

AutoCAD SHX Text

(3)HANDRAIL B

AutoCAD SHX Text

HANDRAIL A/R

AutoCAD SHX Text

(2)HANDRAIL B

AutoCAD SHX Text 14'

AutoCAD SHX Text 12'

AutoCAD SHX Text 8'

AutoCAD SHX Text 20'-8"±

AutoCAD SHX Text

O'MALLEY ROAD

AutoCAD SHX Text 14'

AutoCAD SHX Text 12'

AutoCAD SHX Text

MINNESOTA DRIVE

AutoCAD SHX Text

HANDRAIL C

AutoCAD SHX Text

(2)HANDRAIL B

AutoCAD SHX Text

DAMAGED SECTIONS

AutoCAD SHX Text

4'-6"(VERIFIED IN THE FIELD)

AutoCAD SHX Text 6'-11 3/4"

AutoCAD SHX Text 7'-11 3/8"

AutoCAD SHX Text 6'-11 3/4"

AutoCAD SHX Text

EXISTING HANDRAIL 3'-6"

AutoCAD SHX Text

(12) RELOCATED/(3)FABRICATED TOP RAIL ASSEMBLY, HSS3X3X 14

AutoCAD SHX Text

(59) POST/(2) END JOINT SUB-ASSEMBLY, HSS 2 X2 X 14X2 X 14X 14

AutoCAD SHX Text

EXISTING POST, HSS 3X3X "14"

AutoCAD SHX Text

EXISTING BALLAST CURB, 34" PLATE, A572

AutoCAD SHX Text

(122) " DIA. x 4" ASTM 12" DIA. x 4" ASTM F3125 GRADE A325, TYPE 1, F436 FLAT CIRCULAR WASHER, 2 PER BOLT, AND ASME B18.16.6 NYLOCK HEAVY HEXNUT.

AutoCAD SHX Text

FENCE FABRIC ATTACHED ON THE INSIDE OF HANDRAIL

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 30°

AutoCAD SHX Text 5 1/2"

AutoCAD SHX Text

(59) FIELD DRILL HANDRAIL " 58" HOLE, TYP.

AutoCAD SHX Text 6 3/8"

AutoCAD SHX Text

2"MIN.

AutoCAD SHX Text

(2)FIELD DRILL END HANDRAIL 58" HOLE, TYP.

AutoCAD SHX Text

1'-7", MIN.

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

(61) FIELD DRILL UPPER HANDRAIL 58" HOLE, TYP.

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P:\ENGINEERING\BRIDGES\BR 106_17 O'MALLEY ROAD\HANDRAIL\HANDRAIL REPAIR_2025.DWG

AutoCAD SHX Text

5/8/2026 2:38 PM

AutoCAD SHX Text

PUBLISHED CTB

AutoCAD SHX Text

DRAWING LOCATION

AutoCAD SHX Text

DATE TIME

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

AFE NO.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

MCG

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

AutoCAD SHX Text 11472

AutoCAD SHX Text

BRIDGE LAYOUT AND PROPOSED HADRAIL

AutoCAD SHX Text

BR 106.2 EAST HANDRAIL REPAIR

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

MP106.2

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 12'-6"

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text E

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

FRONT VIEW

SIDE VIEW

(1) HANDRAIL A/R

(1) HANDRAIL B

(1) HANDRAIL E HANDRAIL WELDING DETAIL

NOTES

1. 5/8"Ø FIELD DRILLED HOLES MAY BE SHOP DRILLED ON

FABRICATED SEGMENTS.

AutoCAD SHX Text

3 SPACES @ 7'-7 1/2" = 22'-10 1/2" O.C.

AutoCAD SHX Text 7'-4 1/2"

AutoCAD SHX Text 25'-4 3/4"

AutoCAD SHX Text 4 3/4"

AutoCAD SHX Text p1, TYP

AutoCAD SHX Text r1

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 2'

AutoCAD SHX Text p2

AutoCAD SHX Text

3",TYP.

AutoCAD SHX Text

DRILL WEEP HOLES, TYP.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

2 3/4"X2 3/4"X1/4" END CAP, TYP.

AutoCAD SHX Text

3 SPACES @ 7'-7 1/2" = 22'-10 1/2" O.C.

AutoCAD SHX Text 23'-7 13/16"

AutoCAD SHX Text 7'-4 1/2"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text

4 11/16", TYP.

AutoCAD SHX Text 7'-4 1/2"

AutoCAD SHX Text p1, TYP

AutoCAD SHX Text r2

AutoCAD SHX Text

3",TYP.

AutoCAD SHX Text

DRILL WEEP HOLES, TYP.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

2 3/4"X2 3/4"X1/4" END CAP, TYP.

AutoCAD SHX Text

3 SPACES @ 6'-8 5/8" = 20'-1 13/16" O.C.

AutoCAD SHX Text 20'-11 5/16"

AutoCAD SHX Text 6'-5 5/8"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text

4 3/4", TYP.

AutoCAD SHX Text 6'-5 5/8"

AutoCAD SHX Text p1, TYP

AutoCAD SHX Text r3

AutoCAD SHX Text

3",TYP.

AutoCAD SHX Text

DRILL WEEP HOLES, TYP.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

2 3/4"X2 3/4"X1/4" END CAP, TYP.

AutoCAD SHX Text

HANDRAIL TO POST, TYP.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

HANDRAIL TO VERT. RETURN, TYP.

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

END CAP, SEAL WELD.

AutoCAD SHX Text

TYP

AutoCAD SHX Text 3/16"

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P:\ENGINEERING\BRIDGES\BR 106_17 O'MALLEY ROAD\HANDRAIL\HANDRAIL REPAIR_2025.DWG

AutoCAD SHX Text

5/8/2026 2:38 PM

AutoCAD SHX Text

PUBLISHED CTB

AutoCAD SHX Text

DRAWING LOCATION

AutoCAD SHX Text

DATE TIME

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

AFE NO.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

MCG

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

AutoCAD SHX Text 11472

AutoCAD SHX Text

HANDRAIL DETAILS

AutoCAD SHX Text

BR 106.2 EAST HANDRAIL REPAIR

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

MP106.2

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text

ASSEMBLED WEIGHT= 300LBS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

ASSEMBLED WEIGHT= 270LBS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text

ASSEMBLED WEIGHT= 250LBS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text D

TENSION BAR DETAILS

CHAINLINK FENCE DETAILS

END JOINT SUB-ASSEMBLY(59) POST TO JOINT SUB-ASSEMBLY

AutoCAD SHX Text FENCE FABRIC TO BE CONTINUOUS OVER EACH SPAN AND TERMINATE WITH TENSION BARS AND BANDS AT EACH END.

AutoCAD SHX Text 8"

AutoCAD SHX Text

TENSION BAR DETAILS

AutoCAD SHX Text

FENCE FABRIC:36", 9 GA. 2" MESH. ALIGN BOTTOM EDGE 1" OFF CURB

AutoCAD SHX Text TENSION WIRES AND BANDS, TO BE INSTALLED AT THE ENDS OF EACH HANDRAIL ASSEMBLY. PLACE 4" FROM EDGE OF FABRIC ON TOP AND BOTTOM.

AutoCAD SHX Text ATTACH FABRIC TO ALL INTERMEDIATE POSTS WITH 9 GAUGE TIE WIRES SPACED NO GREATER THAN 12" O.C.

AutoCAD SHX Text

ATTACH FABRIC TO TENSION WIRE WITH 9 GA. HOG RINGS SPACED 18" O.C..

AutoCAD SHX Text 11"

AutoCAD SHX Text 150°

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 8"

AutoCAD SHX Text

9/16" , TYP.

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 11"

AutoCAD SHX Text 3 1/8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 150°

AutoCAD SHX Text

9/16" , TYP.

AutoCAD SHX Text C

AutoCAD SHX Text

7 GA. TENSION WIRE, TYP.

AutoCAD SHX Text

TENSION BAND, TYP. MINIMUM 12 GA.X3/4"WIDE WITH 5/16" CARRIAGE BOLT.

AutoCAD SHX Text

TENSION BAR, TYP MINIMUM 3/16"X3/4"

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

P:\ENGINEERING\BRIDGES\BR 106_17 O'MALLEY ROAD\HANDRAIL\HANDRAIL REPAIR_2025.DWG

AutoCAD SHX Text

5/8/2026 2:38 PM

AutoCAD SHX Text

PUBLISHED CTB

AutoCAD SHX Text

DRAWING LOCATION

AutoCAD SHX Text

DATE TIME

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

ENGINEERING DEPARTMENT

AutoCAD SHX Text

P.O. BOX 107500 BOX 107500 ANCHORAGE, ALASKA 99510-7500

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

AFE NO.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAFTED BY:

AutoCAD SHX Text ALASKA RAILROAD CORPORATION PO BOX 107500, ANCHORAGE, AK 99510-7500 327 W SHIP CREEK AVE ANCHORAGE, AK 99501 (907) 265-2300

AutoCAD SHX Text

KEY MAP

AutoCAD SHX Text

MCG

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

ARRC

AutoCAD SHX Text

AutoCAD SHX Text 11472

AutoCAD SHX Text

JOINT AND CHAINLINK FENCE DETAILS

AutoCAD SHX Text

BR 106.2 EAST HANDRAIL REPAIR

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

SEWARD

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

MP106.2

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text C C

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text A

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

SIDE VIEW

MAKE (1) AS SHOWN, LH MAKE (1) OPPOSITE, RH

Sheets and Views

HANDRAIL REPAIR_2025-T1

HANDRAIL REPAIR_2025-G1

HANDRAIL REPAIR_2025-S1

HANDRAIL REPAIR_2025-S2

HANDRAIL REPAIR_2025-S3

File details come from the government source that posted it. Updated Jun 1, 2026.