H03_Drawing.2.pdf

CAMP WALKER

KU, HUN MO

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

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

J1-00523-5J

CHI, K. K.

GRAPHIC SCALE

SCALE: 1 : 300

6000 12000

D - 19 - 11

27 JUN 19

C-5

N

SCALE : 1 / 300

91.151

SWALK

90.221

INLET

E/P

E/P

E/P

S-228

S -2

D

D

ST

S T

P V C

D

S T

S T

PVC, D=300

ST

S T

(A S S

U M

E D

R C

P

D

OUT INV. EL=90.165 (ASSUMED)

STORM SURFACE INLET

OUT INV. EL=89.667 (ASSUMED)

IN INV. EL=89.867 (ASSUMED)

TOP EL=90.370

STORM MANHOLE

OUT INV. EL=88.085 (ASSUMED)

IN INV. EL=88.235 (ASSUMED)

TOP EL=88.866

STORM MANHOLE

IN INV. EL=87.881 (ASSUMED)

TOP EL=88.830

STORM SURFACE INLET

EL=91.378 EL=90.965

EL=91.383

EL=90.963

EL=90.963

EL=91.800

EL=91.300

E

E/P

S-228

EL=91.378 EL=90.965

EL=91.383

EL=90.963

EL=90.963

EL=91.800

EL=91.300

GRADING AND STORM DRAINAGE PLAN

ST

SCALE : 1 / 3005

FINISH SURFACE PLAN

1, ,8

,4

3,284

EL=91.625

36,560

(ASSUMED)

EXISTING STORM LINE

3 3

GRADING AND STORM DRAINAGE PLAN

STORM LINE, (PVC, D=300)

AND S-246 TO TENNIS COURT

CONVERT BLDG. NO. S-244

5 28

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.

C-6

CAMP WALKER

27 JUN 19

J1-00523-5J D - 19 - 11

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

EXST. AC SURFACE

EXST. SUBBASE COURSE

NEW AC PAVED

SECTION

COAT

BITUMINOUS TACK

SAW CUT & APPLY

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

PRIME COAT

PRIME COAT

ASPHALT CONCRETE PAVEMENT (T=75)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

NOT TO SCALE

NEW AC PAVEMENT3

775 1,200 350 250

& GUTTER

CONCRETE CURB

CONCRETE SIDEWALK

1.5% (TYP.)

2% (TYP.)

GUARD RAIL

SOLID SODDING(T=50)

TOP SOIL(T=100) AND

CHAINLINK FENCE

SURFACE

TENNIS COURT

EL=91.60

TYPICAL SECTION ’A’

2% (TYP.)

CONCRETE SIDEWALK

SOLID SODDING(T=50)

TOP SOIL(T=100) AND

CHAINLINK FENCE

EXISTING GRADE

SLO

PE

3001,2001,200

CONCRETE RETAINING WALL

TYPICAL SECTION ’B’

NOT TO SCALE

TYPICAL SECTIONS

1,500 700 300

TYPICAL SECTION ’C’

SURFACE

TENNIS COURT

EL=91.60

SURFACE

TENNIS COURT

EL=91.60

CONCRETE PRACTICE WALL

2% (TYP.)

SOLID SODDING(T=50)

TOP SOIL(T=100) AND

CONCRETE SIDEWALK

EXISTING GRADE

TYP. SECTIONS AND AC PAVEMENT DETAILS

AND S-246 TO TENNIS COURT

6 28

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.

3,658 3,658 3,65810,973 10,973

,4

,7

,4

8,231 1,3711,371

,4

,3

,3

,4

,8

,8

,5

32,920

BASE LINE

SERVICE LINE

SEE DETAIL

TENNIS NET

SERVICE LINE

BASE LINE

MARK

CENTER

C E

N T E

R

S E

R V

IC

E

L

IN

E

A

TENNIS COURT PLAN JOINT PLAN

B

E X P

A N

S

IO

N

J O

IN

T

EXPANSION JOINT

,5

32,920

(CONSTRUCTION JOINTS @ 4,115)

TENNIS COURT AND JOINT PLAN

JOINT SEALANT DETAILS

NOT TO SCALE

COURT SURFACING AND JOINT DETAILS

NOT TO SCALE

NOT TO SCALE

TENNIS PRACTICE WALL

A

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

SEE DETAIL

(21 MPa)

100 THK CONCRETE

FINISH COAT

2ND COAT

1ST COAT

WIRE MESH

152x152 MW18.7xMW18.7

BASE COURSE

100 THK COMPACTED

SUBBASE

COMPACTED

SEE DETAIL

(21 MPa)

100 THK CONCRETE

WIRE MESH

152x152 MW18.7xMW18.7

BASE COURSE

100 THK COMPACTED

(21 MPa)

100 THK CONCRETE

THK=6

VAPOR BARRIER

THK=6

VAPOR BARRIER

THK=6

VAPOR BARRIER

WALL

SEE DETAIL

BITUMINOUS JOINT FILLER

20 FOAM OR PREFORMED

BASE COURSE

100 THK COMPACTED

WIRE MESH

152x152 MW18.7x MW18.7

B C

A

CONTRACTION JOINT

B

CONSTRUCTION JOINT

C

EXPANSION JOINT

SURFACE

CONCRETE

R=6 (TYP)

JOINT SEALANT

TAPE

SEPARATING

CRACK

SAWCUT (4mm)

INITIAL

JOINT BOTTOM

SURFACE

R=6 (TYP)

TAPE

SEPARATING

JOINT

BUTTED

JOINT FILLER

PREFORMED

TAPE

SEPARATING

WALL

COURTS SURFACING

KU, HUN MO

27 JUN 19

CAMP WALKER

J1-00523-5J D - 19 - 11

C-7

TENNIS COURT AND JOINT DETAILS

* ALL COURT MARKINGS SHALL BE 50mm WIDE (WHITE COLOR).

(C O

N T R

A C

T

IO

N

J O

IN

T S

,5

FINISH COLOR

FINISH COLOR

DPW AND FMWR.

APPROVED BEFORE CONSTRUCTION BY

FINISH COLOR SHALL BE CONFIRMED, AND

APPLY 3 COATS OF FORTIFIED PLEXIPAVE

APPLY ACRYLIC RESURFACER

APPLY Ti-COAT PRIMER

SHALL NOT EXCEED 0.125 INCH IN 10 FEET)

(IF REQUIRED, SURFACE VARIATION

LEVEL WITH COURT PATCH BINDER

ACID ETCH WITH CONCRETE PREPARER

IN GENERAL, THE SEQUENCE IS AS FOLLOWS:

RECOMMENDATIONS.

STRICTLY FOLLOW THE MANUFACTURER’S

INSTALLATION AND APPLICATION RATES SHALL

BY THE SURFACING MANUFACTURER.

STRIPING SHALL BE WHITE PAINT SUPPLIED

AND AS INDICATED ON THE DRAWINGS.

THE MANUFACTURER’S STANDARD COLORS

CLASSIFICATION. COLORS SHALL BE FROM

INTERNATIONAL TENNIS FEDERATION

TENNIS COURT SHALL HAVE A CATEGORY 2

CONCRETE.

AREA EXTENDING TO THE EDGES OF

SURFACING SHALL FORM A RECTANGULAR

COATS AND FINISH COAT OR APPROVED EQUAL.

SURFACING SYSTEM CONSISTING OF TEXTURE

SURFACING SHALL BE THE PLEXIPAVE COLOR1.

2.

3.

4.

5.

AND S-246 TO TENNIS COURT

7 28

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.

NOT TO SCALE

1, 12,800

TENNIS NET

CENTER STRAP

SIDE STRAP

C

SEE DETAIL

ANCHOR & STRAP

CENTER STRAP

PULLEY CAP

UPRIGHT ASSEMBLY

1, 1, 1, TENNIS NET

TENNIS COURT SURFACE

1, ISOMETRIC VIEW OF NET

A B

(90 DIA)

GALVANIZED STEEL POST

RATCHET REEL

TOP OF PLAYING SURFACE

SET ANCHOR FLUSH WITH

CONCRETE FOOTING

CENTER STRAP ANCHOR & STRAP

C

EQUIPMENT SCHEDULE AND TENNIS NET DETAILS

EQUIPMENT MODEL NUMBER REMARKS

NETS

MODEL NO. TTN-3 12,800 (L) x 1,067(H), VINYL COATED STEEL CABLE

RATCHET REEL MODEL NO. TP-125 GREEN COLOR

TENNIS POSTS

MODEL NO. TPGS-35 90mm DIA. GALVANIZED STEEL POST

*EQUIPMENT SCHEDULE

TEL. (800) 243 0533

WWW.JAYPROSPORTS.COM

* EQUIPMENT SHALL BE AS LISTED OR APPROVED EQUAL.

WATERFORD, CT 06385

976 HARTFORD TPK

* JAYPRO SPORTS LLC

83 4

KU, HUN MO

27 JUN 19

CAMP WALKER

J1-00523-5J D - 19 - 11

C-8

TENNIS NET AND POST DETAILS

TENNIS NET AND POST DETAIL

AND S-246 TO TENNIS COURT

8 28

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.

NOT TO SCALE

B

GROUNDING DETAIL

GRADE

FINISH

BRACE RAIL

42 OD

TOP RAIL

42 OD

WIRE TIES 10 0 MIN

TRUSS ROD

@ 6000 OC. MAX

42 OD TOP RAIL-EXPANSION COUPLING

BAR

STRETCHER

POST HINGE

WIRE TIES

LATCH

GATE

BAND

CORNER POST

100 O.D

(9 GAGE, 50 MESH)

CHAIN LINK FABRIC

LINE POST

GATE POST

~ CONCRETE RETAINING WALL ~

3,000

(PEDESTRIAN GATE)

1,200 3,000

(LINE POSTS TO BE EQUALLY SPACED)

3,000 3,000

,0

1, 1, 0 5

GROUNDING~ CONCRETE RETAINING WALL ~

GATE POST

LINE AND CORNER POST DETAILS

INSIDEOUTSIDE

POST

CHAINLINK FENCE

WIND SCREEN

FENCE FABRIC AND

RETAINING WALL

TENNIS COURT

GRADE

FINISH

,0

WIND SCREENS

CLAMP FOR BRACE RAIL

END OR GATE POST DETAIL

CHAIN LINK FABRIC FENCE AND GATE DETAILS (H=3,000)

CHAIN LINK FABRIC FENCE AND GATE

TOP/BRACE RAIL ATTACHMENT

(600 O.C. MAX.)

9-GAGE TIE WIRES

FABRIC

FABRIC LINK

TO ENGAGE EACH

STRETCHER BAR

TENSION BAR

CARRIAGE BOLT

TOP AND BOTTOM OF FABRIC)

(380 O.C. MAX. AND WITHIN 100 FROM

TENSION BAND

FABRIC

FENCE POST

TRUSS ROD

TENSION BAND

FENCE POST

,0

GATE FRAME

POST HINGE

GATE KEEPER

13 BOLT

DRILL 14 FOR

GATE POST

BAR

STRETCHER

(10 MIN. DIA.)

TRUSS ROD

BAND

TRUSS ROD

STANDARD

BAR BAND

STRETCHER

FITTING OF COPPER

CLAMP-TYPE

WELD OR APPROVED

MOLDED EXOTHERMIC

STEEL GROUND ROD

19 DIA. COPPER-CLAD

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD AND BAND

LINE POST ATTACHMENTS

PLAN

ELEVATION

TIE WIRES

FABRIC

OF FABRIC)

TOP AND BOTTOM

WITHIN 100 FROM

(380 O.C. MAX. AND

9-GAGE TIE WIRE

TRUSS ROD(10 MIN. DIA.)

NOTES:

,1

93 4

KU, HUN MO

27 JUN 19

CAMP WALKER

J1-00523-5J D - 19 - 11

C-9

CHAINLINK FENCE AND GATE DETAILS

BOTTOM RAIL

42 OD

BE TWISTED

FABRIC TOP SELVAGE TO

AND SIDE OF EACH GATE.

3. FENCE GROUNDING: ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER,

2. ALL FABRIC SHALL BE #9 GAGE GALVANIZED STEEL WOVEN IN A 50 MESH.

1. WIND SCREENS SHALL BE INSTALLED TO MEET THE RELEVANT AGENCIES AND DPW THE GUIDANCE.

LATCH ASSEMBLY

AND S-246 TO TENNIS COURT

9 28