Drawings_-_Attachment_1.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 13

TITLE SHEET AND GENERAL NOTE

CONSTRUCT CONCRETE PAD

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

GWANGJU AB

CONSTRUCT SCAT PAD

DESIGN DRAWING

LOCATION PLANC - 1

UTILITY PLANC - 2

UTILITY DETAIL-1C - 3

UTILITY DETAIL-2C - 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

06 UTILITY DETAIL-3C - 5

07 SITE PLANC - 6

08 DETAIL-1C - 7

09 DETAIL-2C - 8

10 JOINT DETAILC - 9

11 SCAT MOVINGC - 10

12 SCAT DRAWING-1C - 11

13 SCAT DRAWING-2C - 12

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 13

LOCATION PLANLOCATION PLAN

THIS PROJECT

CONSTRUCT CONCRETE PAD

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 13

UTILITY PLAN

CONSTRUCT CONCRETE PAD

C-2

LEGEND

S Exiting Sewer Manhole

Exiting Water Line

Exiting Sewer Line

LIFT STATION

SUBSTATION

B-2122

B-2123

EXISTING CON'C

PARKING LOT

PROJECT SITE

A C

R O

A D

A C

R O

A D

REMOVE EXISTING WATER PIT

2.5 M * 2.5 M

REMOVE EXISTING WATER LINE

L=12 M

EXISTING WATER METER

P

V C

P

V C

P

V C

P

V C

P

V C

150 PVC

P

V C

150 PVC

REMOVE EXISTING SEWER LINE AND MANHOLE

L=60M, TWO MANHOLES

INSTALL NEW SEWER LINE AND MANHOLE

L=90M, TWO MANHOLES

NOTE

1. FOR UTILITY RELOCATION, CONFIRM THE AF 103 DIGGING PERMITS

2. CONTRACTOR SHOULD COORDINATE WITH 607 MMS/CE BEFORE UTILITY RELOCATION.

3. CONTRACTOR SHOULD SUBMIT SHOT DRAWING FOR UTILITY RELOCATION BEFORE CONSTRUCTION.

REMOVE/RESTORE EXISTING CON'C PARKING LOT

APPROXIMATELY 35 SM

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 13

UTILITY DETAIL-1

C-3

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 11

UTILITY DETAIL-2

C-4

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 6 13

UTILITY DETAIL-3

CONSTRUCT CONCRETE PAD

C-5

FIN GRADE

PAVED AREAS

(WHERE OCCUR)

32.5

22.0

34.0

22.1

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 7 13

SITE PLAN

CONSTRUCT CONCRETE PAD

C-6

NOTE

* THE CONTRACTOR SHOULD SUBMIT THE SHOP DRAWING FOR CONCRETE PADS SLOPE BEFORE CONSTRUCTION.

* SLOPE OF CONCRETE PADS INCLUDING EQUIPMENT PAD SHOULD BE AT LEAST 1%.

* THE CONTRACTOR SHOULD INSTALL A DRAIN PIPE WITH LOCKABLE VALVE IN THE CONTAINMENT WALL. (SEE C-6)

* THE CONTRACTOR SHOULD COORDINATE WITH 607 MMS/CE BEFORE INSTALLING THE GROUNDING POINT TO DETERMINE THE LOCATION.

E X

IS

T

I N G

R O

A D

E X

IS

T

IN

G

R O

A D

EXISTING PARKING LOT

SUBSTATION

WATER METER FOR B-2122

EQUIPMENT PAD

SEE C-5

TRUCK PAD

SEE C-5

TYPICAL CONCRETE PAD

SEE C-4

EXISTING FENCE

GROUNDING POINT, 4EA

SEE C-6

PAD SLOPE 1.0%

P A

D S

LO

P

E

.0

INSTALL DRAIN PIPE WITH LOCKABLE VALVE

SEE C-6

32.5

22.0

34.0

22.1

6.0 6.0

3.25

4.75

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 8 13

DETAIL-1

CONSTRUCT CONCRETE PAD

C-7

A. TRUCK PAD AND EQUIPMENT PAD DETAIL

EXST PAVEMENT NEW PAVEMENT

PREPARED MINIMUM 20 INCHES BASE COURSE.

CONSTRUCTION JOINT

n

D28 drilled hole.

Use epoxy resin ASTM C881, Type IV, Grade 3 or equivalent

REMOVE EXISTING EXPANSION JOINT

NOT REPLACE.

IF EXPANSION JOINT IS IN THE EXISTING PAVEMENT

HALF

HALF

B. TYPICAL CONCRETE PAD

PAINT AND OIL

THIS END OF DOWEL

TRANSVERSE CONTRACTION

OR DOWELED CONSTRUCTION

D13 BARS @ 380 OC

1/

H d in ch

H

AL

F

@ 380 OC EW

D13 BARS

C-2

75 EDGE OF

PCC PAVEMENT

ST

EE

L

BA

R

LE

N

G

TH

25 DIA X 400 L

H d

C. SLAB REINFORCEMENT DETAIL

* ALL TYPICAL SLABS SHOULD BE REINFORCED.

T R

U C

K P

A D

EQUIPMENT PAD

CONTAINMENT WALL

THICKENED EDGE

THICKENED EDGE WITH EXPANSION JOINT

EXPANSION JOINT

DOWELED JOINT

COMPACTED BASECOURSE

25MM CHAMFER (TYP.)

NEW CONCRETE PAD

EXPANSION JOINT

D19 REBAR SPACED 300 O.C. TOP AND BOTTOM

D13 REBAR

D16 REBAR

(TYP. ALL AROUND)

D13 REBAR AT 600 O.C.

(TYP. ALL AROUND)

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 9 13

DETAIL-2

CONSTRUCT CONCRETE PAD

C-8

(CONT.) 6000

NEW CON'C PAVEMENT

620 150

4.03% SLOPE (APPROX.)

D16 REBAR SPACE 300 O.C.

BOTH WAYS, BOTH DIRECTIONS

COMPACTED BASECOURSE

E. EQUIPMENT PAD SECTION VIEW

F. TRUCK PAD SECTION VIEW

25MM CHAMFER (TYP.)

COMPACTED BASECOURSE500

D13 REBAR SPACED 380 O.C

D. TYPICAL PAD WITH CONTAINMENT WALL SECTION VIEW

3250~4750

EXIST. CON'C PAD

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 10 13

JOINT DETAILS

CONSTRUCT CONCRETE PAD

C-9

POURED

JOINT SEALER

MIN

20 THK

NONEXTRUDING

JOINT FILLER

19 28

BACKER

MATERIAL

POURED

JOINT SEALANT

SEPARATING

TAPE BACKER

MATERIAL

POURED

JOINT SEALANT

W = WIDTH OF SEALANT

RESERVOIR (SEE TABLE)

D = DEPTH OF SEALANT;

1.0 TO 1.5 TIMES W

T = DEPTH OF INITIAL SAW CUT,

1/4 OF THE SLAB THICKNESS FOR

PAVEMENT LESS THAN 12 IN.;

3 IN. FOR PAVEMENTS 12-18 IN.;

OR 1/6 OF THE SLAB THICKNESS

FOR PAVEMENTS OVER 18 IN.

TABLE

JOINT SPACING

FT

W, IN.

< 25

MIN MAX

1/2 5/8

25 TO 50 3/4 7/8

> 50 1 1-1/8

NOTES : 1. SEPARATING TAPE OR BACKER

MATERIAL REQUIRED TO PRE-

VENT JOINT SEALANT FROM

FLOWING INTO SAWCUT, TO SEPA-

RATE NONCOMPATIBLE MATERIALS,

AND TO PREVENT SEALANT FROM

BONDING TO BOTTOM OF RESERVOIR.

2. TOP OF SEALANT WILL BE 1/8 IN. TO

1/4 IN. BELOW TOP OF PAVEMENT.

FNSH PARKING LOT GL

20 COPPER-WELDED SCREW ANCHOR GROUNDING ROD

Max. 150mm

127mm

APPROX. 80mm R.

Max. 150mm

75mm

DRAIN PIPE 10

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 11 13

SCAT MOVING

CONSTRUCT CONCRETE PAD

C-10

E X

IS

T

I N G

R O

A D

E X

IS

T

IN

G

R O

A D

EXISTING PARKING LOT

SUBSTATION

PERMANENT SCAT SITE

SEE C-8, C-9

TEMPORARY SCAT SITE

NOTE

* THE CONTRACTOR SHOULD MOVE/INSTALL THE SELF CONTAINED ABOVE TANK (SCAT) AND MANIFOLDS FROM THE TEMPORARY SCAT SITE TO PERMANENT SCAT SITE.

* SEE DRAWING C-12 AND C-13 FOR SCAT SIZE. THE WEIGHT OF SCAT IS APPROXIMATELY 15 TONS. (Crane over 50 tons is required)

SCOPE OF WORK

1. DISASSEMBLE EXISTING SCAT AND MANIFOLDS WITH ALL OTHER ACCESSORIES ON THE TEMPORARY SITE.

2. MOVE SCAT AND MANIFOLDS WITH ALL OTHER ACCESSORIES FROM TEMPORARY SITE TO PERMANENT SITE.

3. INSTALL THE SCAT AND MANIFOLDS WITH ALL OTHER ACCESSORIES ON THE PERMANENT SITE.

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 12 13

SCAT DRAWING-1

C-11

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 13 13

SCAT DRAWING-2

C-12