A.03. 221012 DWG All combined.pdf

PDF 1 MB Posted Oct 28, 2021

Attached to: Repair Retaining Wall along James Avenue in Kunsan AB
Solicitation number: W90VN7-22-R-0011
Issued by: Department of the Army Materiel Command Army Contracting Command

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Other files

File	Type	Posted
W90VN7-22-R-0011_Repair Retaining Wall Along James Ave.pdf	PDF	Oct 28, 2021
FAR 52.236-27 Site Visit Info for W90VN7-22-R-0011.pdf	PDF	Oct 28, 2021

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06 14

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PRIMARY INSTRUMENT RUNWAY: 9000' x 150' RUNWAY GRADIENT = .124%

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54 49

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WOLFPACK FLOW

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N O

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DRAWN BY:

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CHIEF, CONSTRUCTION MANAGEMENT

CHIEF OF DESIGN

CHIEF OF CONTRACTS

ENVIRONMENTAL FLIGHT

FIRE DEPARTMENT

CORROSION ENGINEER

COMMUNICATIONS

BIOENVIRONMENTAL ENGINEERING

SAFETY

SECURITY POLICE

USING AGENCY

CHIEF, OPERATIONS FLIGHT

CHIEF, ENGINEERING FLIGHT

BASE CIVIL ENGINEER

AS SHOWN

KUNSAN AB, KOREA

LOCATION MAP

MLWR 22-1012

YUN

REPAIR RETAINING WALL ALONG JAMES AVE

MLWR 22-1012

SHEET 1 OF 5

T-1

HOSPITAL

ENGINEERING FLIGHT

CONSTRUCTION MANAGEMENT

YUN

HAN, C H

UNITED STATES AIR FORCE

8th CIVIL ENGINEER SQUADRON

KUNSAN AIR BASE, REPUBLIC OF KOREA

MAIN GATE

LOCATION MAPT-11 OF 5

BASE

BASE CIVIL ENGINEER

MLWR 22-1012

REPAIR RETAINING WALL ALONG

JAMES AVE

KAB-DL-

2 OF 5 C-1

"A"

"B"

"C"

THIS PROJECT

SITE PLAN

3 OF 5 C-2

CHAIN LINK FENCE DETAILS 14 OF 5 C-3

CHAIN LINK FENCE DETAILS 25 OF 5 C-4

CONC BOX CULVERT DETAILS

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SMH TOP EL 23.44 INV EL 15.24

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SMH TOP EL 23.84 INV EL 18.84

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AIR RELIEF & VACUUM VALVE MH

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B-20 NAIL EL 25.80

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AVENUE "B"

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AutoCAD SHX Text C1O:1-200

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1-2-22TA

AutoCAD SHX Text 12"%%c PVC

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OVERFLOW LINE

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SEPTIC TANK TOP EL 28.59 INV EL 17.31

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3-48" RCP CULVERTTOP EL 24.50 INV EL 17.39 INV EL 17.11

AutoCAD SHX Text 18"%%C

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DMH TOP EL 29.2 INV EL 26.2 INV EL 26.1

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DMH TOP EL 29.22 INL EL 27.85 INL EL 25.97 OUT EL 24.72

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TOP EL 29.22 INV EL 27.85

AutoCAD SHX Text 10"%%C

AutoCAD SHX Text 8"%%C

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12"%%C PVC

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FL EL 29.2

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CONC HW TOP EL 25.12 INV EL 17.71

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CONNECTION CONC BOX TOP EL 24.62 INV EL 17.71 INV EL 17.11

AutoCAD SHX Text 8"%%C

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SPRINKLER LINE

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AIR RELIEF & VACUUM VALVE MH

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1-2-24TA C10:1-200

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1-300KVA 1-150KVA

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8" POST INDICATED VALVE

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12"%%C RCP

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12"%%C RCP

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4" CIP

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12"%%C RCP

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CATCH BASIN TOP EL 23.55 INV EL 16.10 INV EL 18.02

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VALVE BOX

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DMH

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42" RCP DRAIN

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SEPTIC TANK TOP EL 25.82 INV EL 17.80

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OIL SAPERATOR TOP EL 29.40 INV EL 25.37 INV EL 25.07

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SEPTIC TANK TOP EL 31.24 INV EL 21.34

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SMH TOP EL 26.25 INL EL 19.65 OUT EL 19.59

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SMH TOP EL 26.57 INL EL 20.44 OUT EL 20.37

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1-12-24TA C11:1-1200

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CABLE

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FL EL 25.60

AutoCAD SHX Text 10"%%C

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AutoCAD SHX Text 10"%%C

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CATCH BASIN TOP EL 23.85 INV EL 18.78 INV EL 18.70

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5000GAL

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6"%%CPVC

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SCALE:

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%%USITE PLAN

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AutoCAD SHX Text REPAIR DAMAGED RETAINING WALL, APPROX. 595LF REMOVE EXIST. CHAIN LINK FENCE AND RESTORE W/NEW . CHAIN LINK FENCE AND RESTORE W/NEW CHAIN LINK FENCE AND RESTORE W/NEW SEE TYPICAL SECTION FOR REPAIR

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EXIST. OPEN DITCH

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NTS

AutoCAD SHX Text NOTES 1. ITEMS AND QUANTITIES SHOWN ABOVE ARE FOR GOVERNMENT ESTIMATE ONLY AND CONTRACTOR SHALL FIELD-VERIFY THEM BEFORE APPLYING FOR BID. 2. REMOVE EXISTING FIXTURES ON FENCE AND REINSTALL UNLESS OTHERWISE DIRECTED. RESTORE ANY DAMAGES TO MATCH EXISTING.

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EXISTING

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NEW

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EXIST. RIPRAP WALL REPAIR WHERE DAMAGED

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EXIST. CONC CAP TO BE REMOVED

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EXIST. RETAINING WALL TO BE REMOVED

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EXIST. CHAIN LINK FENCE W/MEMBRANE TO BE REMOVED

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NEW CHAIN LINK FENCE W/NEW FOUNDATION & MEMBRANE TYPE FE-8

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EXIST. GROUND LEVEL WHERE NO DITCH EXISTS

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OPEN DITCH

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OPEN DITCH

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NEW BOX CULVERT, 5'X5'X2.5'H

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CONNECTION BOLT, 2EA SEE DETAIL, C-2

AutoCAD SHX Text NEW 4" CONC BASE W/WWF 6x6-W2.0xW2.0 ON 6" BASE COURSE

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EXIST. GROUND LEVEL WHERE NO DITCH EXISTS

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NEW 4" THK CONC CAP

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NEW BOX CULVERT, 5'X5'X2.5'H

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COMPACTED BACKFILL

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FILL WITH SANDY MATERIAL

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PROJECT TITLE

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CHECKED BY

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DRAWN BY

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APPROVED BY COMMANDER

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RECOMMENDED BY BCE

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SUBMITTED BY CMDR ENG FLT

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THE

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"WOLF PACK"

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DRAWING NUMBER

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SHEET

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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CONTRACT MGMT

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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DATE

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DESCRIPTION

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REV

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MLWR 22-1012

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REPAIR RETAINING WALL ALONG JAMES AVE

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SITE PLAN & TYPICAL SECTION

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MLWR 22-1012

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AS SHOWN

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OCT 2021

HAN

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TIE BOLT W/

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WASHER

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1/4"THK.STL.PTHK.STL.P

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PLAN

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SECTION "A"

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2A TYP. TIE BOLT DET. TIE BOLT DET.TIE BOLT DET.

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1 1/2" GALV.STL. GALV.STL.

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SLEEVE

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WELD

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REINF.FOR SLEEVE

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REINFORCEM'T FOR SLEEVE

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AutoCAD SHX Text 4X4-W2.0xW2.0 WWF &X4-W2.0xW2.0 WWF &4-W2.0xW2.0 WWF &-W2.0xW2.0 WWF &

AutoCAD SHX Text 4X4-W2.9xW2.9 WWF-W2.9xW2.9 WWF

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(2-LAYERS)

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INSIDE

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1/4"(TYP.)(TYP.)

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2B JOINT DETAIL

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12" TYP.

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PLAN

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3/4" CHAMFER(TYP.)HAMFER(TYP.)

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(TYP.)

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D10 VERT BAR @ EACH CORNER

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TYPICAL CORNER DETAIL

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OVER LAP

AutoCAD SHX Text D10 @ 12" O.C@ 12" O.C O.C

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FILL W/LEAN MORTOR

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AFTER CAP INSTALLATION

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SECTION "B"

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2D LOOP DET. (CAP UNIT)

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AutoCAD SHX Text 4 1/2"

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2 M I S C. D E T A I L S M I S C. D E T A I L SM I S C. D E T A I L S

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NOT TO SCALE

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FOR TIE BOLTS

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1-1/2" HOLES W/

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1-1/2" GALV STL SLEEVE

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TYP

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TYPICAL SECTION

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SIDE VIEW

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FRONT VIEW

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NOT TO SCALE

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PLAN & VIEW

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(2-LAYERS)

AutoCAD SHX Text 100x100-W2.504xW2.505 WWF

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FLAT BOTT @ BASE UNIT ONLY

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C OF OPNG

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B. WELD ELECTRODE E 70 XX

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A. COMMON BOLT ASTM A307

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STEEL

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AutoCAD SHX Text C. WELDED WIRE FABRIC (WWF) fy = 60,000 PSI (42KGF/MM )

AutoCAD SHX Text B. CONC FOR UNITS fc = 4,000 PSI (CLASS"AA") (280KGF/CM )

AutoCAD SHX Text A. REINFORCING BAR fy = 40,000 PSI (28KGF/MM )

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CONCRETE

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%%USTRUCTURAL NOTES:

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PROJECT TITLE

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CHECKED BY

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DRAWN BY

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APPROVED BY COMMANDER

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RECOMMENDED BY BCE

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SUBMITTED BY CMDR ENG FLT

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THE

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"WOLF PACK"

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HOME OF

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FIGHTER WING

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DRAWING SHEET NAME

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DATE

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SCALE

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DRAWING NUMBER

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PROJECT NUMBER

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SHEET

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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CONTRACT MGMT

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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DATE

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DESCRIPTION

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REV

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MLWR 22-1012

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REPAIR RETAINING WALL ALONG JAMES AVE

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CONC BOX CULVERT DETAIL

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KAB-DL-

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MLWR 22-1012

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AS SHOWN

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OCT 2021

HAN

1'-0"

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INSIDE

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OUTSIDE

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TYP. FENCE POST DETAIL (FE-8)

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PERSPECTIVE

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GATE FRAME

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GATE KEEPER

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2" PIPE

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CAST-IN-PLACE CONCRETE

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GROUND LINE

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CHAIN LINK FENCE

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FENCE POSTS

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GATE

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GATE KEEPER

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LACATION

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GATE SWING DETAIL

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GATE KEEPER DETAILS

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NOTES

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ALL FABRIC SHALL BE #9 GAGE WOVEN IN A 2" MESH.

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SINGLE EXTENSION ARMS SHALL POINT OUTWARD AND INWARD AT 45%%D

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ANGLES. ALL EXTENSION ARMS TO BE 12 GAGE PRESSED STEEL.

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ALL THREADED ENDS OF FENCE CONNECTOR BOLTS SHALL BE PEENED.

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FENCE GROUNDING

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a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER

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(EXCEEDING 60%%D), EACH SIDE OF EACH GATE, AND AT 1,000 FOOT INTERVALS.

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AND 150' ON EACH SIDE OF CROSSING.

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SHALL BE GROUNDED AT A POINT DIRECTLY BELOW THE CROSSING

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b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF 600 VOLTS

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c. FENCES PARALLEL TO OR WITHIN 100' OF A PRIMARY POWER LINE

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IN EXCESS OF 600 VOLTS SHALL BE GROUNDED EVERY 500 FEET

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CONCRETE FENCE POST FOOTING

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a. THE POST HOLE SHALL BE EXCAVATED BY AUGER OR SHOVEL.

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b. THE METAL FENCE POST SHALL BE SET PLUMB IN THE POST HOLE

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TOP RAIL - EXPANSION COUPLING

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@ 20'-0"0.C. MAX

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MIN. OR

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FROST DEPTH

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WHICHEVER

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IS GREATER

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2"MAX

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BRACE

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WIRE TIES

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BAND

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TRUSS ROD

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3/8"MINIMUM

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1'-0"SQ CONC. (MIN)

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LINE POLE

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TYPE FE-5

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TYPE FE-6 & FE-7

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GATE LATCH

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GATE POST

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1'-4" OR 2'-0"

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2" PIPE

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(GATE FRAME)

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STRETCHER BAR

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TRUSS ROD

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BAND

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PLUNGER BAR

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10"SQ CONC.

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(MIN)

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WIRE TIES

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BRACE

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STRETCHER BAR

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TRUSS ROD

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3/8" MIN

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GATE POST

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1'-4" CONC. FOR 4" POSTS

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OR LESS

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2'-0" CONC. FOR POSTS

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OVER 4"

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CHAIN LINK

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FABRIC

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(SEE NOTE)

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TOP RAIL EXPANSION COUPLING

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@ 20'-0" O.C. MAX

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LINE POST

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1'-0" SQ. CONC. (MIN)

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3-STRANDS 4 POINT

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BARBED WIRE

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FE-7-6 STRAND

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WIRE TIES

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BRACE

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TRUSS ROD

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3/8"MIN

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LINE POST

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1'-0" SQ. CONC. (MIN)

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TOP RAIL EXPANSION

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COUPLING @20'-0"O.C. MAX

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FE-7 SHOWN

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TOP RAIL BAR

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WIRE ARMS

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CORNER POST

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FINISHED GRADE

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1'-4" SQ. CONC.

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GATE DOUBLE SWING

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(NOT IN CONTRACT)

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MULTIPLES OF 10'-0"

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END BAY 10'-0"

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7FT CHAIN LINK FABRIC FENCE : TYPES FE-7

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NOT TO SCALE

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TO RAIL(TYP)

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BRACE

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3/8"%%C TRUSS

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RODS(TYP)

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SECURITY BRACE PIPE

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FINISH GRADE

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WITH BARBED W/O BARBED

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CHAIN LINK FABRIC

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SEE NOTE #1

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BRACE

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STRETCHER BAR TO

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ENGAGE EACH FABRIC

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GATE LATCH

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4-STRETCHER BAR BANDS

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AS SHOWN 4" FROM TOP &

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BOT FRAME AND OF EQUAL

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SPACES (TYPICAL)

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SECURITY BRACE PIPE

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HINGE

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CONC. FOOTING

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CAST IN-PLACE

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(MIN)

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3'-0" MIN

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OR FROST DEPTH

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WHICHEVER

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IS GREATER

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PEDESTRIAN GATE

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#2 AWG STRANDED

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BARE COPPER WIRE

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FUSION

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WELDING

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CONNECTOR

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BOLTED SOLDERLESS CLAMP

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BOLTED SOLDERLESS CLAMP

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COPPER CLAD STEEL GROUND

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ROD

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3/4" X 8'-0" LENGTH

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FENCE CORNER

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FLEXIBLE

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COPPER RAID

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GATE

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GROUNDING DETAILS

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TC4

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TC5

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TC4

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TC5

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AutoCAD SHX Text C-3

AutoCAD SHX Text 4B

AutoCAD SHX Text 4A

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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4"D GATE POST

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AutoCAD SHX Text C-4

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text C-4

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NOT IN CONTRACT

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NOT IN CONTRACT

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TOP DETAIL

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LOCK PIN (TYP)

AutoCAD SHX Text 45°

AutoCAD SHX Text A

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150 (TYP)

AutoCAD SHX Text BOTH TAPE COILS TIED TO TOP BARBED WIRES AT EVERY SPIRAL TURN ON BOTH SIDES OF OUTRIGGER

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9.5 PLAIN PIN RIVETED FLUSH (TYP)

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STEEL REINFORCED BARBED- TAPE CONCERTINA (BARBS OMITTED FOR CLARITY)

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PROJECT TITLE

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CHECKED BY

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DRAWN BY

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AutoCAD SHX Text D

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APPROVED BY COMMANDER

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RECOMMENDED BY BCE

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SUBMITTED BY CMDR ENG FLT

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AutoCAD SHX Text A

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THE

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"WOLF PACK"

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HOME OF

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FIGHTER WING

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DRAWING SHEET NAME

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DATE

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SCALE

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DRAWING NUMBER

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PROJECT NUMBER

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SHEET

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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CONTRACT MGMT

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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DATE

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DESCRIPTION

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REV

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MLWR 22-1012

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REPAIR RETAINING WALL ALONG JAMES AVE

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FENCE DETAILS 1

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KAB-DL-

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MLWR 22-1012

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NTS

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OCT 2021

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DELETED NOTE

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ADDED WIRE MESH

21 MAY 13

STANDARD TRUSS

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ROD BAND

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STRETCHER BAR

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BAND

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3 STRANDS 4 POINTS

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STRETCHER BAR

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9GAGE WIRE FABBRIC

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2"MESH

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3/8"%%C STD. TRUSS ROD

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GATE FRAME

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TRUSS ROD BAND

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GROUND LINE

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TRUSS ROD

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3/8"%%C MINIMUM

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CONC. BASE

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TRUSS ROD & BAND

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BAND

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FENCE POST

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BRACE RAIL

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CLAMP FOR BRACE

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RAIL H - BEAM

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FENCE POST

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BRACE RAIL

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BAND

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3/8"%%C TRUSS ROD

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CLAMP FOR BRACE RAIL ROUND POST

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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STRETCHER BAR

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BAND TO BE 4"MAX.

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FROM TOP AND BOTTOM

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AND SPACED 1'-3"O.C MAX.

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FABRIC

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STRETCHER BAR TO ENGAGE

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EACH FABRIC LINK

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STRETCHER BAR BAND

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NOT TO SCALE

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BAND FOR WIRE STRETCHING

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SECTION A-A

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NOT TO SCALE

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2" GATE FRAME PIPE

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TOP RAIL GATE FRAME

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WIRE ARM POST CAP

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WELD

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WELD WIRE ARM POST CAP TO

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WIRE AREA

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AutoCAD SHX Text A

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AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text A

AutoCAD SHX Text 1/2"

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STRETCHER BAR (WIRE SIMILAR)

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BAND

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AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1/2"

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BAND

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CARRIAGE BOLT

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FENCE POST

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HANDLE

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GATE FRAME(TYP)

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GATE FRAME

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HANDLE 1"%%CX4"

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STEEL BAR

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3"X3 3/8" BOLT W/NUT

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1/2"X2"X14 1/2" STRAP BENT

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AS SHOWN

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PLUNGER-1"%%CX28" STEEL BAR

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1 1/4"HOLE

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(2EA)

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1/4" REMOVABLE

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PIN (TO LOCK IN

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UP POSITION)

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1/2"X1 1/2" STRAP BENT

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AS SHOWN-2EA-LEGEND

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VERIES

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1/2"X4" BOLT WITH

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NUT & 6 WASHERS

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4"D GATE POST

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(TYP)

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2 WASHER

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(TYP)

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1/2"X3 1/2" BOLT WITH NUT & 3 WASHERS

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1/2"X3/2"X2" P NOTCHED EACH SIDE

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1/2" HOLE FOR PADLOCK

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(EACH SIDE)

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1/2"X1"X5 1/2" STRAP

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PEEN END (TYP)

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LATCH MOVEMENT DIRECTION

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LATCH

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GATE FRAME

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NOT TO SCALE

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GATE LATCH

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PLUNGER BAR

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NOT TO SCALE

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STRETCHER BAR ANCHOR DETAIL

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NOT TO SCALE

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STRETCHER

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BAR (TYP.)

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CAP

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TOP BAR

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CLAMP (TYP.)

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FABRIC

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TRUSS ROD

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GATE POST 8' LONG

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2 7/8"O.D. @5.79#/FT

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AutoCAD SHX Text 5/8"R

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1/2"%%C BOLT

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DRILL 17/32"%%C FOR

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GATE POST 8' LONG

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2 7/8"O.D. @5.79#/FT

AutoCAD SHX Text 1" P

AutoCAD SHX Text L

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1 5/8"O.D. PIPE

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2.27#/FT

AutoCAD SHX Text 7/8"

AutoCAD SHX Text 1 3/8"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1" P

AutoCAD SHX Text L

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1/2"%%C BOLT USS THREAD

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4"LONG, HEX. HEAD W/NUT

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POST HINGE

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NOT TO SCALE

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TIE WIRE AS SPECIFIED

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2'-0"O.C. MAX.

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FABRIC

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WIRE TIES FOR TOP OR BRACE RAIL

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NOT TO SCALE

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0.144" STEEL WIRE

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FABRIC

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TIE WIRE

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FENCE POST

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FABRIC

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TIE WIRE

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FENCE POST

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FABRIC

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TIE WIRE

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FABRIC

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TIE WIRE

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FENCE POST

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ROUND POST

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LINE POST ATTACHMENTS

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NOT TO SCALE

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FENCE POST

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AutoCAD SHX Text 11C

AutoCAD SHX Text C-4

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PROJECT TITLE

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CHECKED BY

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DRAWN BY

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AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text

APPROVED BY COMMANDER

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RECOMMENDED BY BCE

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SUBMITTED BY CMDR ENG FLT

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

THE

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"WOLF PACK"

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HOME OF

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FIGHTER WING

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DRAWING SHEET NAME

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DATE

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SCALE

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DRAWING NUMBER

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PROJECT NUMBER

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SHEET

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SAFETY

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FIRE CHIEF

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BIO ENVIRONMENTAL

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USING AGENCY

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COMMUNICATIONS

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SECURITY POLICE

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AIRFIELD MGMT

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MAINTENANCE ENG

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CONTRACT MGMT

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BASE ENVIRONMENTAL

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KUNSAN AIR BASE, REPUBLIC OF KOREA

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8 CIVIL ENGINEER SQUADRON

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UNITED STATES AIR FORCE

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SIGNATURES

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APPRV'D

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DATE

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DESCRIPTION

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REV

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MLWR 22-1012

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REPAIR RETAINING WALL ALONG JAMES AVE

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FENCE DETAILS 2

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KAB-DL-

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MLWR 22-1012

AutoCAD SHX Text C-4

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NTS

OCT 2021

221012 DWG T1 location map

Sheets and Views

Layout1

221012 DWG C1 site plan & section

Sheets and Views

C-2

221012 DWG C2 conc box culvert details

Sheets and Views

Layout1

221012 DWG C3 chain link fence detail 1

Sheets and Views

fence detail

221012 DWG C4 chain link fence detail 2

Sheets and Views

fence detail

File details come from the government source that posted it. Updated Oct 28, 2021.