Attachement_2_Drawing__514-190010_repair_tennis_court_B-2133.pdf

AF 1655

A

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 1 9

TITLE SHEET AND GENERAL NOTE

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-190010

C-0

S C H E D U L E O F D R A W I N G S

REVISION STATUSDESCRIPTION OF DRAWINGS

GENERAL NOTE

DESCRIPTION OF DRAWINGS REVISION STATUS

TITLE SHEET, GENERAL NOTEC - 001

SUWON AB

REPAIR TENNIS COURT, B-2133

DESIGN DRAWING

LOCATION PLANC - 1

REMOVAL PLAN C - 2

REMOVAL PLAN DETAILSC - 3

SITE PLANC - 4

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 211.1 AS MODIFIED BY AIR FORCE ETL 97-05 (CHANGE1).

2. AGGREGATES SHALL CONFORM TO ASTM C33.

3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II.

4. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH UFGS 32 13 11.

5. CONCRETE SHALL BE CONTINUOUSLY MOIST-CURED FOR AT LEAST SEVEN DAYS FOLLOWING COMPLETION OF CONCRETE

MAY BE USED INSTEAD OF MOIST-CURING.

6. SUBMIT A JOINT PLAN FOR APPROVAL PRIOR TO PLACING CONCRETE.

7. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED,

ALL LAITANCE REMOVED, THOROUGHLY WETTED, AND SLUSHED

8. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICE'S 48 HOURS PRIOR TO THE POURING OF ANY CONCRETE, NO POUR SHALL PROCEED WITHOUT THE CONSENT OF CONTRACTING OFFICE'S REPRESENTATION.

CONCRETE NOTES

NEW CONCRETE.

1. SPECIFIED FLEXURAL STRENGTH FOR CONCRETE PAD IS 4.5 MPA (650 PSI) AT 90 DAYS,

AS DETERMINED BY TEST MADE IN ACCORDANCE WITH ASTM C 78 OR KS F 2325.

DESIGN CRITERIA;

2. THE MAXIMUM ALLOWABLE SLUMP OF THE CONCRETE AT THE POINT OF PLACEMENT IS 75mm (3in.).

FINISHING OPERATION. ALTERNATIVELY, A WHITE PIGMENTED MEMBRANCE FORMING CURING COMPOUND MEETING COE CRD-C 300

9. SUBMIT RESULTS OF FREEZING-THAWING TEST, SIEVE ANALYSIS, ALKALI SILICA REACTIVITY, AND L.A. ABRASION TEST.

10. SUBMIT A RESULT OF DENSITY TEST FOR APPROVAL PRIOR TO PLACING CONCRETE.

11. THE CONTRACTOR SHALL MAKE 18 SPECIMENS FOR THE STRENGTH TEST FOR EACH TIME WHEN CONCRETE IS POURED.

9 SPECIMENS SHALL BE CURED AT THE JOB SITE WHILE THE OTHER 9 SPECIMENS SHALL BE CURED IN THE LAB.

3. THE COMPRESSIVE CONCRETE STRENGTH AT 28 DAYS FOR MANHOLE IS MINIMUM 27MPA

SECTION DETAILSC - 5

FENCE DETAILSC - 6

ELECTRICAL SITE PLANE - 1

LIGHTING FIXTURESE - 2

NA

04 22

W

AF 1655

A

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 2 9

LOCATION PLANLOCATION PLAN

WO# 514-90010, SUWON AB

THIS PROJECT

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-190010

C-1

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 3 9

REMOVAL PLAN

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-190010

C-2

REMOVAL SCHEDULE

EXST.A.C. PAVED ROAD

B-2134

ITEMS NO

DESCRIPTIONS QUANTITIES REMARK

BASKETBALL GOAL POST & BACKBOARD 4EA SEE C-3, 1

CHAIN LINK FENCE 104 M SEE C-3, 2

3 CONCRETE SIDEWALK 13 SM

4 TENNIS POST/ NET 1 SET

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 4 9

REMOVAL PLAN DETAILS

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

C-3

LEGEND

CONTRACTOR SHALL SUBMIT THE SHOP DRAWING AFTER SURVEYING THE LOCATION AND LEVEL.

DURING SURVEY, CONTRACTOR SHALL ACCOMPANY 607 MMS/CE RESPONSIBLE PERSONNEL

THE FINAL FINISH LEVEL SHALL BE MATCHED WITH EXISTING ASPHALT PAVEMENT AND EARTH LEVEL .

REMOVE EXISITING BASKETBALL GOAL POST & BACKBOARD REMOVE EXISTING CHAIN LINK FENCE ENCLOSURES

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 5 9

SITE PLAN

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

C-4

EXST. A.C. PAVED ROAD

B-2134

INSTALL NEW FENCE (H=2 M, L=102 M)

SEE C-6, 1

INSTALL 12" (13MM) THK. URETHANE CHIP

OVER NEW A/C PAVEMENT, SEE C-5, 1

(APPROX. 660 M2)

INSTALL SIDEWALK (1.2MX2M)

SEE C-5, 2

INSTALL DITCH CORSSING (1.2MX5M)

INSTALL NEW FENCE DOOR, W=1.0M

SEE C-6, 2INSTALL NEW FENCE DOOR, W=1.0M

SEE C-6, 2

REPLACE EXIST. MANHOLE (1.6MX1.6M)

REPLACE EXISTING CON'C DITCH

NOTE: FOR MANHOLE AND DITCH, REFER TO OMA STANDARD DRAWINGS FOR THE DETAILS AND SUBMIT SHOP DRAWINGS

REPLACE EXIST. CON'C STRUCTURE

SODDING AROUND TENNIS COURTS

APPROX. 150SM

APPLY COURT MARKING, SEE C-5, 3

INSTALL NEW PORTABLE TENNIS POST/NET (C-5, 4)

APPLY STEEL GRATING

W=400MM, DEPTH 500MM, L=20M

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

DRAWING NO

SHEET OF

DATE

SECTION DETAILS

6 9

C-5

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

114.0'

.0

'4'

4'

21.0'

.0

.0

CL

21.0'18.0' 18.0'

ENGINEERING DRAWING LAYOUT DENGINEERING DRAWING LAYOUT DAF 1655

A

FEB 74

8 7 6 5

ENGINEERING DRAWING LAYOUT D

4 3 2 1

8 7 6 5 4

AA

B

C

D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

DRAWING NO

SHEET OF

DATE

FENCE DETAILS

7 9

C-6

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

00 20

Conc'

D POST CAP(97×73×52)FRAME

(47×23×1.6t)

D POST(97×73×52×2.0t)

MESH(Φ5×50×150)

ENGINEERING DRAWING LAYOUT DENGINEERING DRAWING LAYOUT DAF 1655

A

FEB 74

8 7 6 5

ENGINEERING DRAWING LAYOUT D

4 3 2 1

8 7 6 5 4

A

B

C

D

FORM

FEB 74

B

C

D

8 7 6 5

CODE IDENT NO.

ENGINEERING DRAWING LAYOUT D

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

4 3 2

DRAWING NO

SHEET OF

A

B

C

D

DATE

8 7 6 5 4

NONE 8 9

ELECTRICAL SITE PLAN

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

E-1

EXST. A.C. PAVED ROAD

B-2134

REPLACE EXISTING LIGHTING FIXTURES WITH NEW LED LIGHTING FIXTURES WITH ACCESSORIES

2EA LED LIGHTING FIXTURES PER ONE POLE, TOTAL 8EA LED LIGHTING FIXTURES, SEE E-2, 1

REPLACE EXIST. ELECTRICAL PANEL W/ CIRCUIT BREAK (30A) AND SWITCH

REPAINT EXIST. CONDUIT AND STEEL POST

NOTE

REUSE EXISTING POLES AND CONDUITS

208V 1P, 2-#6, G#10 AWG

REPLACE EXISTING ELECTRICAL LINE LIGHTING FIXTURES TO ELECTRICAL PANEL (ENCLOSURE NEMA 3R TYPE)

AIR FORCE AUTHENTICATION

AIR FORCE RELEASE

ENG

CHK

DR

SIZE

SCALE

TITLE

AS SHOWN

PARTS LIST

DRAWING NO

SHEET OF

DATE

LIGHTING FIXTURES

9 9

E-2

REPAIR TENNIS COURT, B-2133 AT SUWON AB

WO# 514-90010

ENGINEERING DRAWING LAYOUT DAF 1655

A

FEB 74

B

C

D

8 7 6 5

ENGINEERING DRAWING LAYOUT D

4 3 2 1

8 7 6 5 4