DRAWING for W90VN9-20-R-0054.PDF

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 20 - 04

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

J1-00579-7J

UNIT #15746, APO AP 96218-5746

AE - 2

R - 1

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

TITLE SHEET

2 AE - 1

YI, TONG KI

T I T L E S H E E T

AS SHOWN

DATE: 23 JUL 20

PROJECT NO. J1-00579-7J, CAMP WALKER

CAMP WALKER

ARCHITECTURAL

LEGEND, DEMOLITION NOTES, GENERAL NOTES, EXISTING SITE LAYOUT,

AT DPW SUPPLY YARD

CONSTRUCT OPEN SHED

AT DPW SUPPLY YARD

CONSTRUCT OPEN SHED

ABBREVIATIONS, SCOPE OF WORK, NOTE, NEW SITE LAYOUT, MATERIAL SCHEDULE

AE - 34 3 OF 3

DETAILS (TYP)

BUILDING ELEVATION (TYP), WALL SECTION (TYP), AC PAVEMENT TRANSITION DETAIL, DETAIL, CONCRETE RAMP

WORK PLAN SPECIAL REQUIREMENTS

FOR CONSTRUCTION.

DRAWING AND DETAIL DRAWING WITH STRUCTURAL ANALYSIS REPORT

5. THE CONTRACTOR SHALL SUBMIT AND GET APPROVAL OF SHOP

AND CONTRACTUALLY.

MUTUAL UNDERSTANDING AND RESPECTIVE ACTION BOTH TECHNICALLY

TIMES DISCUSSIONS WITH THE GOVERNMENT WILL BE INITIATED FOR

PLAN MAY CHANGE DEPENDING ON THE SITE CONDITIONS. AT SUCH

4. THE CONTRACTOR SHALL CONSIDER THE PROPOSED SITE LAYOUT

APPROVAL PRIOR TO COMMENCING CONSTRUCTION.

DESIGN ANALYSIS WITH BILL OF MATERIAL & QUANTITIES FOR

AWARD) AND 100% (40 CALENDAR DAYS AFTER AWARD) DRAWINGS AND

3. THE CONTRACTOR SHALL SUBMIT 50% (20 CALENDAR DAYS AFTER

THE TECHNICAL EVALUATION STAGE.

DRAWING WILL BE REVIEWED FOR TECHNICAL ACCEPTABILITY DURING

SUPPORT BRIGADE (CSB) INCLUDED WITH THEIR PROPOSAL. THE CONCEPT

SCOPE OF WORK TO THE DESIGN BRANCH VIA 411TH CONTRACTING

2. THE CONTRACTOR SHALL SUBMIT A CONCEPT DRAWINGS, INCLUDING

GET CLEAR UNDERSTANDING OF SITE CIRCUMSTANCES.

SITE ORIENTATION CONDUCTED BY CONTRACTING OFFICE AND DPW TO

1. IT IS HIGHLY RECOMMENDED FOR THE CONTRACTOR TO ATTEND THE

T-465

EXISTING AC PAVEMENT

CONTAINER

SHED

EXISTING CANOPY

T-466

KIM, DONG HWAN

KIM, CHI SOP

CAMP WALKER

ARCHITECTURAL

AS SHOWN AE-01

SCALE : 1 / 100

EXISTING SITE LAYOUT

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

1.

2.

GENERAL NOTES

3.

4.

FOR APPROVAL TO THE C.O. OR HIS COR.

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS 5.

THE CONTRACTING OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF

CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH

10.

6.

7.

8.

9.

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

1.

2.

3.

4.

5.

DEMOLITION NOTES

THE PROJECT LIMITS INDICATED.

UNLESS OTHERWISE NOTED, ALL DEMOLITION WORK SHALL BE CONFINED WITHIN

EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN LINK FENCE, ETC.

ROADWAYS SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS, I.E.,

PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND FEATURES AND

FOR KOREA, USFK REGULATION 201-1.

ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING STANDARDS

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREAN

OR REQUIRED FOR ADJACENT FACILITIES.

IN ORDER TO BE ASSURED THAT SUCH EXISTING UTILITES ARE NO LONGER IN USE

COORDINATE DEMOLITION OF EXISTING UTILITES WITH THE CONTRACTING OFFICER

SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES

THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS,

SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

THE CONTRACTOR SHALL PERFORM ALL WORKS IN ACCORDANCE WITH USACE

CONSTRUCTION CONTRACT.

ANY REQUIRED WORK SHALL BE PERFORMED BY MODIFICATION OF THE

FURTHER ENVIRONMENTAL INVESTIGATION THROUGH THE CONTRACTING OFFICER.

THE SITE DURING SITE PREPARATION WORK, THE CONTRACTOR SHALL REQUEST

IF THE CONTRACTOR ENCOUNTERS ANY SIGNIFICANT CONTAMINATED SOILS AT

AND APPROVAL.

IMMEDIATELY INFORM THE CONTRACTING OFFICER FOR APPROPRIATE ACTION

ARE REQUIRED DUE TO UN-FORESEEN SITE CONDITION, THE CONTRACTOR SHALL

WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE OR CONSTRUCTION METHOD

CONTRACT.

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

THE ARMY INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE" FROM

DRAWINGS FOR O&MA PROJECTS, KOREA, NOVEMBER 30, 2015, DEPARTMENT OF

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

L E G E N D

REMOVE EXISTING CHAIN LINK FENCE

WITH CONCRETE FOOTING.

REMOVE EXISTING CHAIN LINK FENCE

01AE

J1-00579-7J

AREAS TO PROVIDE A SMOOTH RIDING CONNECTION.

REQUIRED AT A CONNECTION OF NEW WORK TO EXISTING PAVED OR UNPAVED

OF PAVEMENT ELEVATIONS. UNLESS OTHERWISE INDICATED, ADJUSTING MAY BE

FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS ARE TOP11.

12.

GRADE ELEVATION.

TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH FINISH

13.ALL WIRING SHALLL BE IN CONDUIT UNLESS OTHERWISE NOTED.

14.

IN ADVANCE AND SUBMIT TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

INDICATED. CONTRACTOR SHALL MAKE LAYOUT DRAWINGS OF ALL CONDUIT ROUTING

CONDUITS SHALL RUN CONCEALED INSIDE FINISHED SPACES UNLESS OTHERWISE

15.

SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR.

AND ANY DAMAGES THAT MAY OCCUR DURING THE COURSE OF HIS WORK

THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT EXISTING FACILITIES

16.

CONTRACTOR UNLESS OTHERWISE INDICATED.

ALL ELECTRICAL WORK AND MATERIALS IS NEW AND SHALL BE PROVIDED BY

BY THE CONTRACTOR.

IMMEDIATELY TO THEIR ORIGINAL OR BETTER CONDITION AND SHALL BE PAID FOR

BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION WORK, SHALL BE RESTORED

EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH HAVE

AND CLEAN-UP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EFFORT AND RENDER THE SITE CLEAN. ALL COSTS INCURRED FOR SPILL CONTAINMENT

CLEAN-UP THE SPILL. THE CONTRACTING OFFICER SHALL OVERSEE THE CLEAN-UP

OFFICER AND UTILIZE APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY

DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED

EXISTING SITE LAYOUT

GENERAL NOTES, EXISTING SITE LAYOUT,

LEGEND, DEMOLITION NOTES,

D - 20 - 04

1 3

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE: 23 JUL 20

AT DPW SUPPLY YARD

CONSTRUCT OPEN SHED

AE-02

J1-00579-7J

KIM, DONG HWAN

KIM, CHI SOP

D - 20 - 04

ARCHITECTURAL

CAMP WALKER

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE: 23 JUL 20

2 3

AT DPW SUPPLY YARD

CONSTRUCT OPEN SHEDS

CONTAINER

SHED

EXISTING CANOPY

E/P

E/P

T-466

T-465

ABBREVIATIONS

AC : ASPHALT CONCRETE

PCC : POLTLAN CEMENT CONCRETE

CMU : CONCRETE MASONRY UNIT

16438

53’-11"

SCALE : 1 / 100AE

NEW SITE LAYOUT

REPLACE EXISTING AC PAVEMENT.

SCOPE OF WORK

0"

4"

’-7

14’-7"

9’ -2

7"

EXISTING CHAIN LINK FENCE LINE

8’-1"

P/N

REPAIR / MAINTAINANCE : K - WORK

CONSTRUCTION / ALTERATION : L - WORK

GUARD POSTS.

INCLUDING CONC. LINTEL. (HEAVY LINES)

THE CMU BLOCK WALLS

CHAIN LINK FENCES(HIGHT 1200MM)

CONCRETE FOOTINGS.

STEEL COLUMNS WITH

LEGEND:

3 4

NEW ROOF SYSTEM AREA

(APPROX. 216 SF)

CONCRETE RAMP

(APPROX. 520 SF)

NEW CONCRETE RAMP

NEW AC PAVEMENT

METAL ROOFING SYSTEM

CONSTRUCT REINFORCED CONCRETE FOOTINGS FOR ROOF SUPPORT COLUMNS.

AE

AE 03

REMOVE EXISTING CHAIN LINK FENCE WITH CONCRETE FOOTING.

SUBMIT SHOP DRAWING TO MAKE CONFIRMATION FROM FACILITY USER.

REPLACE EXISTING RACKING SYSTEM WITH NEW CANTILEVER RACKING SYSTEM.

REMOVE EXISTING GRAVEL, AC PAVEMENT AND CONCRETE FOOTINGS.

AND SUBBASE COURSE(300MM THK.).

REPLACE EXISTING AC PAVEMENT(75MM THK.), BASE COURSE(225MM THK.)

DIAMOND MESH FABRIC ABOVE THE CONC. LINTEL.

INCLUDING CONC. LINTEL AND CHAIN LINK FENCES(HEIGHT 1200MM) WITH 10 GA WIRE IN 25

REPLACE EXISTING CHAIN LINK FENCE WITH NEW THE CMU BLOCK WALLS(HEIGHT 3300MM)

ROOF

FINISHSURFACES MATERIAL COLOR REMARKS

PAINT

N O T E

EXTERIOR / INTERIOR FINISH SCHEDULE

WALL PAINT -

PAINT -

PAINT -

-PAINT

PROTECTED METAL PAINT EARTH TONE

CMU

COLUMN STEEL

FLOOR CONCRETE

CEILING EXPOSED

DOWNSPOUT

GUTTER &

PROTECTED METAL

SOFFIT

FASCIA &

PROTECTED METAL EARTH TONE

EARTH TONE

EARTH TONE

EARTH TONE

EARTH TONE

EARTH TONE

AE 03

CAMP / INSTALLATION EXTERIOR COLOR SCHEME AS APPROVED BY DPW.

SELECTION OF EXTERIOR PAINT AND APPLIED FACTORY COLORS SHALL BE IN ACCORDANCE WITH

CONTRACTOR FOR EARTH TONE COLOR COORDINATE WITH COR.

COLOR FOR EXTERIOR SURFACE SHALL BE PROVIDED TO THE FACILITIES MANAGER BY THE

CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO USER THROUGH COR FOR COLOR SELECTION.

1.

2.

3.

EPOXY PAINT

AND ROOF SPACE FRAMES ALONG ROOF PERIMETER / EDGE.

INSTALL STEEL COLUMNS(HEIGHT 4500MM FROM SLAB), GIRDER BEAMS, STEEL TRUSSES

INSTALL PROTECTED METAL ROOFINGS AND SHEET METAL FLASHINGS.

INSTALL PROTECTED METAL GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS.

PROVIDE GUARD POSTS(200MM DIA.) WITH PAINT.

AND SERVICE LATERAL. SUBMIT SHOP DRAWING AND THE ILLUMINANCE ANALYSIS REPORT.

INSTALL LED LIGHTING FIXTURES, TOGGLE SWITCHES, PANEL BOARD INCLUDING WIRES, CONDUITS

PAINT ALL INTERIOR AND EXTERIOR SURFACES WITH SEALANT WORK.

SURFACE.

RAMP OVER VAPOR BARRIER ON 200MM THK CAPILLARY WATER BARRIER INCLUDING NON-SLIP

REPLACE EXISTING AC PAVEMENT WITH PCC SLAB(2OOMM THK.) AND REINFORCED CONCRETE

4.PAINT ON ALL EXPOSED STEEL MEMBERS.

: E-RACKS OR APPROVED EQUAL

C. MANUFACTURER

3M : 2EA

B. BOTH WAY TYPE

3M : 1EA

4M : 3EA

A. ONE WAY TYPE

CANTILERVER RACKING SYSTEM [HIGHT 3000MM].

MATERIAL SCHEDULE

NOTE, NEW SITE LAYOUT, MATERIAL SCHEDULE

ABBREVIATIONS, SCOPE OF WORK,

NON-SLIP SURFACE CONC.

PCC SLAB(2OOMM THK.) INCLUDING

1’

AE-03

J1-00579-7J

KIM, DONG HWAN

KIM, CHI SOP

D - 20 - 04

ARCHITECTURAL

CAMP WALKER

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE: 23 JUL 20

3 3

AT DPW SUPPLY YARD

CONSTRUCT OPEN SHEDS

AE

03 SCALE : 1 / 50

NEW AC PAVEMENTEXST. AC PAVEMENT

COAT

BITUMINOUS TACK

SAW CUT & APPLY ASPHALT CONCRETE PAVEMENT

PRIME COAT

NEW AC PAVED SECTION

EXST. AC SURFACE

EXST. BASE COURSE

EXST. SUBBASE COURSE

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

STABILIZED AGGREGATE)

AGGREGATE BASE COURSE

MIN.

PIPE (TYP)

50 DIA GALV STL

(TYP)

MESH FABRIC

25 DIAMOND

LINK WIRE IN

#10 GA CHAIN

(TYP)

SPACED AT 355 MAX

TOP TO BOTTOM &

TO BE 102 MAX FROM

STRETCHER BAR BAND

4.75x19 GALV STL

FABRIC LINK

TO ENGAGE EVERY

STRETCHER BAR

4.75x19 GALV STL

PIPE (TYP)

50 DIA GALV STL

FABRIC LINK

TO ENGAGE EVERY

STRETCHER BAR

4.75x19 GALV STL

(TYP)

SPACED AT 355 MAX

TOP TO BOTTOM &

TO BE 102 MAX FROM

STRETCHER BAR BAND

4.75x19 GALV STL

PIPE (TYP)

50 DIA GALV STL

BASE PLATE

12.7 THK

127x127x

LONG EXP BOLTS

114 DIA x 102

LONG EXP BOLTS

114 DIA x 102

CONC. BEAM

AE

03 SCALE : 1 / 50

AE

AC PAVEMENT TRANSITION DETAIL

NOT TO SCALE

METAL SIDING

PROTECTED

DOWNSPOUT (TYP)

METAL GUTTER &

PROTECTED

STEEL COLUMN

CONC. LINTEL

PAINT ON

200THK CMU WALL

PAINT ON

DOWNSPOUT (TYP)

METAL GUTTER &

PROTECTED

(TYP)

MESH FABRIC

25 DIAMOND

LINK WIRE IN

#10 GA CHAIN

WALL SECTION (TYP)BUILDING ELEVATION (TYP)

AE 03

1B

1A

AE 03

AE 03

1C&1D

1C

DETAIL -3

NOT TO SCALE NOT TO SCALE

DETAIL -4

1D

NOT TO SCALE

DETAIL -2

1B

(TYP)

MESH FABRIC

25 DIAMOND

LINK WIRE IN

#10 GA CHAIN

NOT TO SCALE

DETAIL -1

1A

HD13@300 O.C.

4-HD13

MIN. 200THK CWB

EACH WAY

BOTTOM BARS

HD13@300 O.C.

@300 SPACING

AND OILED

ONE END PAINTED

STL DOWEL

20DIA x 450LG

W/ SEALANT

10THK PEJ

SLOPE

AE

03 SCALE : 1 / 20

CONCRETE RAMP DETAILS (TYP)

SPECIFIC NOTES

1. THIS DRAWING HAS BEEN PROVIDED GENERAL LAYOUT OF PROJECT AREA.

3.

4.

5.

WITH MATCHING EXISTING COLOR AND FINISH.

ANY STRUCTURAL STEEL MEMBERS EXPOSED TO INTERIOR SPACE SHALL BE PAINTED

2.

PROJECT.

THIS DRAWING IS THE CONCEPTUAL DRAWING OF CONSTRUCTION STRUCTURE SYSTEM FOR THIS

TO DWP FOR APPROVAL.

COLUMN SYSTEM FOR FOLKLIFT WORKING RADIUS) WITH THE STRUCTURAL ANALYSIS REPORT

CONTRACTOR SHALL SUBMIT DETAIL DRAWINGS OF STEEL STRUCTURE SYSTEM (NO INTERIOR

CONCRETE RAMP DETAILS (TYP)

AC PAVEMENT TRANSITION DETAIL. DETAIL

BUILDING ELEVATION (TYP), WALL SECTION (TYP)

SEE SPECIFIC NOTES

ROOFING SYSTEM (TYP)

PROTECTED METAL

SEE SPECIFIC NOTES

ROOFING SYSTEM (TYP)

PROTECTED METAL

(M

IN

STRUCTURE SYSTEM.

THE CONTRACTOR SHALL APPLY ANTI CORROSIVE PAINT (MORE THAN 2 TIMES) FOR ALL STEEL