Attachment_4_Drawing__514-190011_construct_artifical_turf_next_to_B-2131.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

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

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

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

DESIGN DRAWING

LOCATION PLANC - 1

SITE PLAN C - 2

SECTION DETAILSC - 3

REINFORCE DETAILSC - 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

COLOR SCHEDULEC - 5

SITE PLAN E - 1

SECTION DETAILSE - 2

PANEL SCHEDULEE - 3

CIVIL WORK

ELECTRICAL WORK

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# 514-190011

THIS PROJECT

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

C-1

20.0

8.

17.7

9.

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 3 9

SITE PLAN

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

C-2

B-2131

INSTALL 45MM THICK ARTIFICIAL TURF INCLUDING SILICA SAND AND INFILL

OVER NEW 150MM THK. CON'C PAVEMENT, SEE C-3, 1 & C-4, 1

INSTALL TOPSOIL & SODDING (APPROX. 205 SM)

CONCRETE PAD FOR CONNEX

3.1MX2.6M, SEE C-3, 2

S

LO

P E

SLOPE

THE CONTRACTOR SHOULD SUBMIT THE SHOP DRAWING FOR SLOPE PLAN BEFORE CONSTRUCTION.

NOTE

EXIST. SIDEWALK

E X

IS

T

. S

ID

E W

A

LK

EXIST. SIDEWALK

(APPROX. 360 SM)

8.

4.5

.5

20.0 2.0

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 4 9

SECTION DETAILS

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

C-3

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.

EXST PAVEMENT

NEW PAVEMENT

PREPARED 300 MM BASE COURSE.

CONSTRUCTION JOINT

n

D28 drilled hole.

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

HALF

HALF

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 5 9

REINFORCE DETAILS

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

C-4

* "R" INDICATES SLAB IS TO BE REINFORCED

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

CRD-C 300 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.

CONCRETE;

1. SPECIFIED FLEXURAL STRENGTH FOR CONCRETE 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

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.

TRANSVERSE CONTRACTION

OR DOWELED CONSTRUCTION

@ 380 OC EW

D13 BARS

75 EDGE OF

PCC PAVEMENT

ST

EE

L

BA

R

LE

N

G

TH

8.

20.0

1.0

.0

.0

1.0

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 6 9

COLOR SCHEDULE OF ARTIFICIAL TURF

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

C-5

BLUE COLOR

GREEN COLOR

20.0

.0

17.7

5.

.5

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 9

SITE PLAN

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

E-1

B-2131

INSTALL 2EA WALL MOUNTED 400W LED LIGHT W/ BRACKET

SEE E-2, 1,

REMOVE/RELOCATE EXIST. CT BOX AND WATTHOUR METER BOX

REPLACE EXIST. 16MM CONDUIT WITH NEW 25MM CONDUIT

SEE E-2, 2

REPLACE EXIST. 2EA LIGHTING FIXTURES WITH

NEW WALL MOUNTED 100W LED LIGHT W/ ACCESSORIES, SEE E-2,2

C/B-16, 20A, 120V 1P, 2-#10, G#12

C/B-6, 20A, 120V 1P, 2-#10, G#12

INSTALL ON/OFF SWITCH FOR 2EA, 400W LED LIGHT

WALL MTG. TYPE, NEMA 3R

APPROX. INSTALLATION HEIGHT=1.3M

REPLACE EXISTING PHOTO ELECTRIC CELL

SEE E-2, 5

INSTALL LIGHTING CONTACTOR, MECH ROOM, B-2131

SEE E-2, 4

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

8 9

E-2

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

ENGINEERING DRAWING LAYOUT D

AS SHOWN

ENGINEERING DRAWING LAYOUT DENGINEERING 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

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

PANEL SCHEDULE

9 9

E-3

CONSTRUCT ARTIFICIAL TURF FIELD NEXT TO B-2131

WO# 514-190011

ENGINEERING DRAWING LAYOUT DENGINEERING 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