H03_Drawing.3.pdf

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

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:

CHI, K. K.

DRAWING NO.

DESIGN & TECH. REVIEW Br.

SCALE : 1 / 100

PLAN

RETAINING WALL PLAN AND ELEVATION

N

ABBREVIATIONS

E.P.J. : EXPANSION JOINT

C.T.J. : CONTRACTION JOINT

D13 @300 OC

D13 @300 OC EW EF

,0

1, ROUGH AND CLEANED)

C.S.J. (CONSTRUCTION JOINT

(LAPPED AND EMBEDDED)

SEE RETAINING WALL DETAILS

TOP EL=91.60

TENNIS COURT

SECTION (WALL/ BACK BOARD)

SEE RETAINING WALL DETAILS

,0

TOP EL=91.60

TENNIS COURT

SECTION (WALL/ CHAINLINK FENCE)

SECTION (WALL "A")

EL=89.0 (ASSUMED)

FINISH GRADE

GRAPHIC SCALE

2000 4000

SCALE: 1 : 100

D13@350 O.C. E.F.

D13@300 O.C. E.F.

D13@300 O.C.

EMBEDDED

CHAINLINK POST

AND WIND SCREEN

CHAINLINK FENCE

,0

M

IN

103 11

KU, HUN MO

27 JUN 19

CAMP WALKER

J1-00523-5J D - 19 - 11

10 28 C-10

RETAINING WALL PLAN AND SECTIONS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

ABBREVIATIONS

E.W.: EACH WAY

E.F.: EACH FACE

~ TENNIS COURT ~

LC

,0

EXISTING

MATCH TO

(ASSUMED)

EL=89.00

FINISH GRADE

EXISTING

MATCH TO

(ASSUMED)

EL=91.53

FINISH GRADE

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

C .T .J

C .T .J

C .T .J

C .T .J

WALL TOP EL=91.60

SEE PLAN ( WALL TYPE A)

CHAINLINK FENCE

30000 @ 3000 EQUAL SPACES

SEE RETAINING WALL DETAILS

(BACK BOARD)

PRACTICE WALL

,3

,0

,7

,4

,1

1, 1, 1, 1, AND WIND SCREEN

CHAINLINK FENCE

VARIES

EL=89.0 (ASSUMED)

FINISH GRADE

VARIES

EL=89.0 (ASSUMED)

FINISH GRADE

P R

A C

T

IC

E

W A L L

W A L L

R E T

A

IN

IN

G

(GREEN COLOR & WHITE STRIPES)

PAINT FINISH

M

IN

1, A A

WALL ELEVATION (A - A)

AND S-246 TO TENNIS COURT

CONVERT BLDG. NO. S-244

N O T E S

DESIGN CRITERIA

2/3a

B

O

C L E

A R b a

P

38 CLEAR

H

F

T

/3 a c

L

L

Q

M

N

F

H

P

L

T

L

M

F

MATERIAL FILL

IMPERVIOUS

FABRIC ENCIRCLING

300x300x300 W/GEOTEXTILE

BARRIER POCKET

CAPILLARY WATER

MATERIAL FILL

IMPERVIOUS

KEYWAY

50x150

JOINT SEE DETAIL

EXPANSION OR CONST.

ELEVATION 6

BACK FILL

JOINT FILLER

19 PREFORMED

SEALANT

SURFACE

EXPOSED

(18m MAX. O.C.)

EXPANSION JOINT

(9m MAX. O.C.)

CONSTRUCTION JOINT

TYPICAL JOINTS IN CONCRETE WALLS

a h

CONCRETE RETAINING WALL1

BARS

2-D13 CONT’D

1, F R

O S T

D E P T

H

1,800 OC

HORIZONTALLY

VERTICALLY AND

WEEP HOLES(D=50)

75 CLEAR

TYPICAL RETAINING WALL SECTION

NOT TO SCALE

& OILED

ONE END PAINTED

DOWELS @600 O.C.

19MM DIA. x 600

WATER STOP

O

Q

N

CONCRETE OUTLINES OF RET. WALL

2.1m

1.8m

1.5m

0.9m

1.2m aB

1,575

1,350

1,150

3.9m

3.6m

3.0m

2.4m

2.7m

3.3m

4.5m

4.2m

2,850

2,425

2,225

2,000

2,650

3,300

3,075 b c

1,050

1,425

1,200

1,100

1,325

1,675

1,550

(mm) (mm) (mm)(mm)

1,825

(m)

WALL=h

HEIGHT OF

SHEET OF

CIVIL

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRADE 40, fy = 300Mpa

REINFORCING STEEL SHALL CONFORM TO ASTM A-615,

2. REINFORCING STEEL :

SHALL BE 21Mpa

COMPRESSIVE STRENGTH OF CONCRETE fc’ @ 28 DAYS

1. CONCRETE :

BLANKET FILTER

SAND AND GRAVEL

C-11

CHI, K. K.

J1-00523-5J

CAMP WALKER

27 JUN 19

3. CONCRETE SURFACE SHALL BE TEXTURED PATTERN FINISH APPROVED.

19 mm.

2. RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF

TO FOOTING PLACEMENT.

SOIL. OVER-EXCAVATION SHALL BE FILLED WITH 14 Mpa CONCRETE PRIOR

1. RETAINING WALL FOOTINGS SHALL BEAR OR CAST AGAINST UNDISTURBED

D - 19 - 11

4. NO SURCHARGE LOAD

3. UNIT WEIGHT OF SOIL : 1.7tonf/m3

2. INTERNAL FRICTION ANGLE : LESS THAN 40

1. ASSUMED BEARING PRESSURE AT 72KPa

REF:

D13 300D13 3003001,250 275D13250 D13D16 250 D13250D13250 1,4503.0m D13 2,950

Q U

A N

T

S

IZ

E

1.2m

0.9m

B A

R

2.7m D13

1.8m

1.5m

2.1m

2.4m D13

D13

D13

D13

D13

D13

D13

D13

B A

R

REINFORCEMENT OF RET WALL

B A

R

S P

A C

E

(m m

M

LENGTH

3002,650

3752,350

S P

A C

E

(m m

N

S

IZ

E LENGTH

B A

R

(m m

S P

A C

E

Q

S

IZ

E LENGTH

(m m

B A

R

P

S P

A C

E

D13

D13

S

IZ

E LENGTH

300D16

D13

D13

D13

D16 325

(m m

O a-b a b

S

IZ

E

S P

A C

E (m m

S

IZ

E

T

LENGTH

S P

A C

E

B A

R

1,500D13

2,375

D13

D13

1,350D13 (m m

LENGTH

F

S P

A C

E

B A

R S

IZ

E D13

D13

300D13

D13

D13

D13

350D13

250D13

250D13

SIZE

(m m

L

BAR

S P

A C

E

Q U

A N

T 300D13

350D13

375D13

350D13

350D13

D13

D13

(m m

H

BAR

SIZE

S P

A C

E

D13 300

D13

D13

350D13

D13 350

4.2m

4.5m

D16

D16

D13

3.3m D13

3.6m

3.9m D13

D19

D19

D19

D19

D19

D16

D16

D19

D16

D16

D16

3253,550

3,250

4,150

4,450

1,850

1,700

2,350

2,300

2,450

4131,500

1,650

1,450

D16

275275

1,750

2,050

1,625

1,575

1,700

D16

D16

D16

D19

D19

D13

D13

D13

D13

D13

350D13

350D13

D13

300D13

350D13

D16

D16

D13

D13 300

D16

(m)

WALL=h

OF

HEIGHT

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)

4,275 4,275

3.950

3.625

3,300

2,975

2,650

2,325

2,000

1,675

1,350

1,025

4,600

4,925

1,150

1,250

1,350

1,450

1,550

1,120

1,220

1,300

1,350

1,380

1,430

1,430

1,270

D25

D25

D29

D29

D25

D25

1,575

2,075

2,575

3,075

3,600

1,708

THIS PROJECT

THIS PROJECT

3 10

KU, HUN MO

CONCRETE RETAINING WALL DETAILS

2-D13 CONT’D BAR

AND S-246 TO TENNIS COURT

11 28

CIVIL

AS SHOWN

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

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:

GRAPHIC SCALE

CHI, K. K.

DRAWING NO.

2000 4000

SCALE: 1 : 100

DESIGN & TECH. REVIEW Br.

SCALE : 1 / 100

E/P

A

PLAN

T O

P

E L

1.

T O

P

E L

.0

LANDING

~ TENNIS COURT ~

1,600 1,600 1,600 3,0407,574 7,574 7,574 7,615

T O

P

E L

1.

T O

P

E L

.8

T O

P

E L

.2

T O

P

E L

.6

RAMP PROFILE

B fy = 440 Mpa fy = 392 Mpa (GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

CONFORM TO ACI STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND SIDEWALK

MATERIAL STRENGTHS

RAMP DETAILS (TYP.)

N

KU, HUN MO

27 JUN 19

CAMP WALKER

J1-00523-5J D - 19 - 11

C-12

ABBREVIATIONS

E.P.J. : EXPANSION JOINT

C.T.J. : CONTRACTION JOINT

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

E .P .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

C .T .J

SEE SIDEWALK JOINT DETAILS

RAMP DETAILS

RAMP RUN

AND S-246 TO TENNIS COURT

12 28

NOT TO SCALE

CONCRETE SIDEWALK

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REVIEWED BY

SHEET OFAS SHOWN

FES

KU, HUN MO

CHI, K. K.

CAMP WALKER

JOINT FILLER JOINT SEALER

3R

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

9.5

EXPANSION JOINT

3R

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

CONTRACTION JOINT

SECTION

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 21 MPA

SEE PLAN

WIDTH (VARIES)

SLOPE

JOINT SEALER

15R

25 150

NFSM

"C

"C"

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

NOT TO SCALE

EXPANSION JOINT

12.5mm PREMOLDED

BRICK PAVED OR GRADE

CONCRETE SIDEWALK

CAST-IN-PLACE

CONCRETE CURB

SECTION

FLEXIBLE PAVEMENT

PROVIDE EXPANSION JOINTS AT MAX. 15M INTERVALS.

NOTES:

CONCRETE CURB

13 NOT TO SCALE

CONCRETE CURB & GUTTER

NFSM

R 6.3%

SUBGRADE

SLOPE

CONCRETE SIDEWALK

25150 600

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT’S SECTION MINUS 300mm

1. PROVIDE EXPANSION JOINTS AT MAXIMUM 15m. INTERVALS (MATCH SIDEWALK)

NOTE:

SEE PLAN

PAVING SECTION

FLEXIBLE

CONCRETE CURB & GUTTER

BITUMINOUS JOINT FILLER

12.5mm THICKNESS EXPANSION

3 3

27 JUN 19

J1-00523-5J D - 19 - 11

13 28 C-13

NOT TO SCALE

CONCRETE RAMP (TYP)

CONCRETE CURB

EXPANSION JOINT

12.5mm PREMOLDED

CONCRETE RAMP(T=100)

WWF (150 x 150 x 4 DIA)

EXPANSION JOINT

12.5mm PREMOLDED

CONC. SIDEWALK

2%

2-D13 BARS

COMPACTED SUBGRADE

BASE COURSE (T=100)

2-D13 BARS

3 4

ISOMETRIC

CONCRETE SIDEWALK

CONCRETE CURB

MAXIMUM

CURB 1:12 SLOPE

ADA RAMP W/

MAXIMUM

CURB 1:12 SLOPE

ADA RAMP W/

SLOPE 1:10 MAX

FLARED SIDES

CONCRETE CURB

1, 1,530

1:

M A

X

CONCRETE SIDEWALK

ADA RAMP (TYP)

SIDEWALK, RAMP, CURB AND GUTTER DETAILS

NOT TO SCALE

SHEET OF

CIVIL

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

C-14

CHI, K. K.

J1-00523-5J

CAMP WALKER

27 JUN 19

D - 19 - 11

KU, HUN MO

14 28

DUMPSTER ENCLOSURE DETAILS

PLAN

RECYCLING BIN AREA

DUMPSTER

TRASH

CONCRETE SLAB

CMU WALL

,0

,2

4,060

S L O

P E

630 630

C O

N C

R E T

R A

M P

200 200

CMU WALL

1, FINISH GRADE

SEE DETAIL A

CMU WALL

FINISH ALL AROUND TOP

25 THK CEMENT MORTAR

DETAIL ’A’

SECTION

FILL MORTAREXTERIOR SURFACE

PAINTED INTERIOR AND

ABBREVIATION:

FIN.G.L

SEE NOTES

19mm CHAMFER

E.W.T.B

D16@200 OC

O.C: ON CENTER

T.B: TOP AND BOTTOM

E.W: EACH WAY

100% COMPACTED BASE COURSE

CONCRETE PAD

3,500

A

PLAN

SECTION A-A

3 NOT TO SCALE

1 CONCRETE PAD DETAIL

D16@200

O.C.T.B.

D

O .C .T .B

A

DETAILS

CONCRETE PAD AND DUMPSTER ENCLOSURE

,7

CURB WILL BE PAINTED WITH RED COLOR.

FIRE LANE MARKS ON THE PAVEMENT ARE YELLOW AND THE

PAVEMENT COMPOUND. SEE OMA SPEC. SECTION 32 17 24.00 10.

PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTES:

1.

2.

PARKING SYMBOL

WHITE HANDICAPPED

255 460 200

1, 1,600

1,400

1, 1, WHITE BORDER

PARKING SYMBOL

WHITE HANDICAPPED

BACKGROUND

BLUE H/C

LC LC LC

SEE DETAIL

MARKING

PAVEMENT

ACCESS AISLE

SURFACE

UNPAINTED

(TYP.) (TYP.)

REFLECTIVE PAINT

150MM WHITE

A

PAINT STRIPES (TYP.)

WHITE REFLECTIVE

CONCRETE CURB

1,600

,6

,3

M

IN

,1

M

IN

1, PARKING

RESERVED

ACCESSIBLE

VAN

WHEN REQUIRED

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

W/ WHITE SYMBOL

BLUE BACKGROUND

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

( AS NECESSARY)

ADDED SIGN

(CAST-IN-PLACE)

CONCRETE FOOTING

(D50MM)

POLE, UNPAINTED

GALVANIZED STEEL

FROST LINE

G.L.

POST COVER CUSHION

CIVIL

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

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

KU, HUN MO

CHI, K. K.

CAMP WALKER

PLAN (TYP)

B

MARKING DETAIL

B

A

PAVEMENT MARKING

STOPS DETAILS

HANDICAPPED PARKING AND CAR WHEEL

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

UNPAINTED PAVEMENT

HANDICAPPED ACCESS AISLE

PAVEMENT STRIPES FOR

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

FOR NO PARKING

PAVEMENT STRIPES

NOT TO SCALE

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

NOT TO SCALE

CAR WHEEL STOPS

3 4

J1-00523-5J

27 JUN 19

C-1515 28

3,360 1,530

,6

T Y

P

BLACK SYNTHETIC TYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

MIN

SYNTHETIC TYPE

AND S-246 TO TENNIS COURT

D - 19 - 11