132491-CIVIL_DWG.pdf

PDF 4 MB Posted Jul 24, 2024

Attached to: Repair Quonset Hut Building S-1709, Camp Casey (MATOC Only)
Solicitation number: W90VN824R0061
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Jul 24, 2024

This document is a solicitation for the Repair Quonset Hut Building S-1709 at Camp Casey, Korea under a Multiple Award Task Order Contract (MATOC). The key civil work requirements include replacing concrete sidewalk, granite/concrete curb, stone wall, and installing new steel grating ditch, sewer line, water lines, landscaping, and paving. The architectural work involves replacing flooring, walls, ceilings, roof, doors, windows, and other interior and exterior finishes. Mechanical and electrical work includes new HVAC, plumbing, lighting, fire alarm, and telecommunications systems. The government requires the contractor to submit structural design analysis and shop drawings. The solicitation also includes a small amount of new construction work such as a pavilion and concrete pad. Offers are due to the Department of the Army Materiel Command Army Contracting Command. The incumbent contractor is not identified.

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Other files

File	Type	Posted
132491_STRC_DWG.pdf	PDF	Jul 24, 2024
132491_ARCH_DWG.pdf	PDF	Jul 24, 2024
132491_MECH_DWG.pdf	PDF	Jul 24, 2024
W90VN824R0061.pdf	PDF	Jul 24, 2024
132491_ELEC_DWG.pdf	PDF	Jul 24, 2024

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- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

CAMP CASEY

CIVIL

C-1

LOCATION PLAN

CHOE, S M.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

12 CM

S T

P V C

W A

L L

GAL

6 PVC

12 CM

GRAVES

65-A

STREAM

227.5

J-4

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

MATCH LINE 'C'

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

629 685

651A

833T

808 811

746 715 726

A B

00-49341

1149 1151

10291144

1918 1879

2372A

2373T

A C

2451 2400

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR 1821

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

S T

R C

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

MATCH LINE 'C'

447A

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A B

2022(?)

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A B

174 Z

B A

S K

E T

B A

U R

T E

N N I

U R

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

LOCATION PLAN AND GENERAL NOTES

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

COVERED WITH TOP SOIL AND SOLID SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

OF THE CONSTRUCTION MANAGEMENT COMMAND"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

132491

REPAIR QUONSET HUT BUILDING S-1709

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CIVIL

LEGEND :

BUILDING

REMOVAL

CONC SIDEWALK/ PAD

TREE/ SHRUB

C-2

REMOVAL PLAN

CHOE, S M. CAMP CASEY

D E S C R I P T I O N

R E M O V A L S C H E D U L E

R E M A R K

0.4M W STONE OPEN DITCH 51 M

0.45M W STONE OPEN DITCH 20 M

0.6M W STONE OPEN DITCH 50 M

STONE WALL 2 M

CONC SIDEWALK 160 M2

CONC STEP 1 M

HANDRAIL 1 M

300~600mm DIA TREE 6 EA

100~200mm DIA TREE 5 EA

5. SEE ELEC. DWG. FOR ELEC. POLE RELOCATION.

KOREAN ENVIRONMENTAL LAW.

4. THE CONTRACTOR SHALL RETURN FUEL TANK TO DPW W/ CLEANING IAW

CONTAINERS RELOCATION IN PROJECT SITE.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR THE TREES AND

CONTRACTOR SHALL COORDINATE WITH COR.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVAL.

VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE ESTIMATED QUANTITIES, THE CONTRACTOR SHALL

NOTE:

SCALE = 1 : 200

D400

D500

CP.51-1

N: 4,198,812.917

CP.52-1

N: 4,198,830.926

E: 331,353.249

EL. 77.493

D150 D150

D150

D30

D300

A/G

OIL TANK

CONC OPEN DITCH

0.45M W CONC DITCH W/ STEEL GRATINGS

S P

V C

CP.51-2

N: 4,198,878.477

E: 331,308.018

EL. 77.991

SIGN

BOARD

OUT EL:75.069

INV EL:75.139

INV EL:75.809

TOP EL:77.289

SMH (*N-6)

H-4

D10

.47

.46

.91

.83

.75

.46

.81

.54

.45

.92

.44

.21

.67

.39

.60

.40

.67

.88

.61

.40

.42

.85

.15

.33

.16

.67

.36

.48

.73

.91

.88

.01

.56

.35

.66

.61

.63

.95

.41

.32

.59

.85

.58

.45

.56

.27

.76

.07

.52

.30

.63

.82

.33

.73

.44

.38

.74

.69

.22

.63

.96

.24

.48

.64

.79

.49

.32

.53

.24

.10

.61

.53

.31

.45

.75

.16

.7076

.58

.07

.08

.89

.61

.71

.60

.94

.32

.64

.62

.42

.33

.06

.28

.26

.40

.59

.39

.51

.87

.40

.58

.55

.76

.82

.20

.78

.79

.56

.59

.24

.56

.35

.71

.20

.40

.27

.41

.50

.64

.97

.55

.71

.64

.34

.85

.50

.74

.57

.96

.59

.53

.07

.50

.36

.89

.05

.83

.16

.10

.52

.01

.45 76

.57

.47

.83

.74

.63

.66

.11

.68

.57

.99

.38

.25

.02

.18

.97

.52

.44

.29

.50

.55

.01

.51

.64

.48

.72

.66

.82

.40

.45

.58

.27

.42

.48

.66

.35

.30

.06

.27

.14

.66

.44

.97

.53

.36

.69

.94

.54

.18

.69

.17

.40 77

.8077 .49

.58

.69

.48

.46

.22

.67

.30

.62

.30

.69

.31

.55

.58

.74

.94

.41

.21

.77

.70

.09

.33

.72

.44

.58

.44

.28

.41

.33

.34

.52

EFEL 76.58

"72

"NAIL

N:4

.26

E:3

.32

EL:7

6.8

TMH

TOP

.34

"71

"NAIL

N:4

7.0

E:3

.56

EL:7

7.6

V E

A D

P A

R K I N

A.C PAVED

A.C PAVED ROAD

P V

200PVC

TOP

.32

INV

.08

C M

L V

E R

1 EA

15 M

M M G

9 M

1 EA

CHAIN LINK FANCE

WOOD POLE

RELOCATE. SEE ELEC. DWG.

WARM AIR FURNACE W/ CON'C PAD

ITEM QTY

65MM DIA GAS LINE

CUT AND PLUG

14 3 EACON'C BLOCK 0.1 CM

D150

TURF AREA

1:200

0 16M1284

REPAIR QUONSET HUT BUILDING S-1709

132491

CIVIL

AS SHOWN

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCOPE OF WORK

SITE LAYOUT PLAN AND

CAMP CASEYCHOE, S M.

C-3

D400

D500

D150 D150

D150

D30

D300

A/G

OIL TANK

CONC OPEN DITCH

0.45M W CONC DITCH W/ STEEL GRATINGS

S P

V C

CP.51-2

N: 4,198,878.477

E: 331,308.018

EL. 77.991

SIGN

BOARD

OUT EL:75.069

INV EL:75.139

INV EL:75.809

TOP EL:77.289

SMH (*N-6)

H-4

TMH

TOP

.34

"71

"NAIL

N:4

7.0

E:3

.56

EL:7

7.6

A D

P A

R K I

A.C PAVED

A.C PAVED ROAD

P V

200PVC

TOP

.08

C M

L V

E R

M M G

S-1709

FNSH FL EL 77.20

W .T

E T

F E

M E

C H

E L E

R O

O M

R O

O M

F E

O F F

F F

S T

O R

A G

V E

S T

V E

S T

O F F

F F

C O

M M

J A

M .T

E T

9 C O

R R

O R

E W

B B

B R

R M

C O

N F

E R

E N

TURF AREA

SCALE:

SITE LAYOUT PLAN

1:2003

1:200

0 16M1284

TOP SOIL, APPROX. 370.0 SM

RESTORE SOLID SODDING W/

- 6

- 5

CON'C STEP

EL 77.30

FNSH FL

APPROX. 32.0 LM

CONNECT TO EXST CMP,

STEEL GRATING DITCH AND

REPLACE 0.6M W J-TYPE

N:4198818.260 E:331322.329

EL:76.833

TBM #1: NAIL

TBM #2:

N: 4,198,830.926

E: 331,353.249

EL. 77.493

-11

APPROX. 20.0 LM

HIGH LAND FREE STANDING WALL,

REPLACE STONE WALL W/ AVE. 0.6M H

5APPROX. 35.0 SM

RESTORE AC PAVEMENT,

-11

APPROX. 3.0 SM

RESTORE CON'C SIDEWALK,

1.20

5APPROX. 60.0 SM

RESTORE AC PAVEMENT,

APPROX. 64.0 LM

REFLECTIVE WHITE,

PAINT 150MM THK

1.00

-11

APPROX. 170.0 SM

REPLACE CON'C SIDEWALK,

-11

APPROX. 83.0 LM

REPLACE GRANITE CURB,

TO CONNECT TO DITCH, APPROX. 15.0 LM

W/ 150MM DIA PVC DRAIN PIPE

REPLACE SIX(6) SURFACE INLET(0.5X0.5M)

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

APPROX. 51.0 LM

AND CONNECT TO EXST BOX CULVERT,

REPLACE 0.6M W STEEL GRATING DITCH

- 11

APPROX. 3.0 SM

CONSTRUCT 150MM THK CON'C PAD(1.0 X 1.5M),

APPROX. 30.0 SM

CONSTRUCT 1.0M W FOOT NOTES PAVEMENT,

CONSTRUCT ONE(1) PAVILION

1. REPLACE 0.6M W STEEL GRATING DITCH.

2. REPLACE CON'C SIDEWALK.

LAND FREE STANDING WALL.

4. REPLACE STONE WALL W/ AVE. 0.6M H HIGH

INDICUM, APPROX. 1,400 EA.

PLANT RHODODENDRON

6. RESTORE AC PAVEMENT.

150MM DIA PVC DRAIN PIPE.

7. REPLACE SIX(6) SURFACE INLET(0.5X0.5M) W/

8. PAINT 150MM THK REFLECTIVE WHITE.

10. RESTORE SOLID SODDING W/ TOP SOIL.

SCHEDULE #2 (CONSTRUCT/ALTERATION)

1. CONSTRUCT ONE(1) PAVILION.

2. CONSTRUCT 1.0M W FOOT NOTES PAVEMENT.

3. CONSTRUCT 150MM THK CON'C PAD.

APPROX. 1.5 LM

RESTORE CON'C CURB,

3. REPLACE GRANITE/CON'C CURB.

FABRIC, APPROX. 25.0 SM

ON 4MM THK NON WOVEN

REPLACE 100MM THK GRAVEL

NON WOVEN FABRIC.

9. REPLACE 100MM THK GRAVEL ON 4MM THK

SEE BELOW TABLE

TREE. 6 EA.

PLANT CHERRY BLOSSOM

CHERRY BLOSSOM TREE.

5. PLANT RHODODENDRON INDICUM AND

SYMBOL BOTANICAL NAME

PRUNUS SARGENTII

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.0X 12 H B

TOTAL

0.3X 0.3WHSATSUKI AZALEARHODODENDRON INDICUM2

1. PLANT SCHEDULE; HEIGHT (H) : (M) BREAST (B) : (CM) WIDE (W) : (M)

6 EA

1,400 EA

REPAIR QUONSET HUT BUILDING S-1709

132491

1~3

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CAMP CASEYCHOE, S M.

D400

D500

D150 D150

D150

D30

D300

A/G

OIL TANK

CONC OPEN DITCH

0.45M W CONC DITCH W/ STEEL GRATINGS

S P

V C

CP.51-2

N: 4,198,878.477

E: 331,308.018

EL. 77.991

SIGN

BOARD

OUT EL:75.069

INV EL:75.139

INV EL:75.809

TOP EL:77.289

SMH (*N-6)

H-4

TMH

TOP

.34

"71

"NAIL

N:4

7.0

E:3

.56

EL:7

7.6

A D

P A

R K I

A.C PAVED

A.C PAVED ROAD

P V

200PVC

TOP

.08

C M

L V

E R

M M G

S-1709

FNSH FL EL 77.20

W .T

E T

F E

M E

C H

E L E

R O

O M

R O

O M

F E

O F F

F F

S T

O R

A G

V E

S T

V E

S T

O F F

F F

C O

M M

J A

M .T

E T

9 C O

R R

O R

E W

B B

B R

R M

C O

N F

E R

E N

TURF AREA

SCALE:

- 1:200

1:200

0 16M1284

EL 77.30

FNSH FL

1.20

1.00

UTILITY PLAN

SCOPE OF WORK

UTILITY PLAN AND

C-4

M M

1-CONC THRUST BLOCK

1-50mm X 1/4 BEND

STA 0+45.45 WL

1-CONC THRUST BLOCK

1-50mm X 1/4 BEND

STA 0+75.10 WL

1-CONC THRUST BLOCK

1-50mm X 1/4 BEND

STA 0+87.65 WL

1-50mm GATE VALVE W/ BOX

STA 0+70.45 WL

CONNECT TO MECH RM

STA 0+88.75 WL

APPROX. 6.0 LM EACH

CON'C ENCASEMENT,

ONE(1) SURFACE CLEANOUT, APPROX. 28.0 LM

REPLACE 150MM DIA PVC SEWER LINE W/

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SURFACE CLEANOUT.

1. REPLACE 150MM PVC SEWER LINE W/ ONE(1)

SEWER LINE.

2. REPLACE TWO(2) CON'C ENCASEMENT ON

W/ NECESSARY ACCESSORIES..

3. REPLACE WATER LINES AND GATE VALVES

REPAIR QUONSET HUT BUILDING S-1709

132491

-11

10 -

1-CONC THRUST BLOCK

1-200X200X50mm TAPPING SADDLE CONN TO EXIST 200mm DIA WL

STA 0+00 WL

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I O

T E

R S

SCALE: HORI = 1 / 150

VERT = 1 / 30

1:150

0 10M7.552.5

1:30

0 2M1.510.5

C-5

GRADING SECTION - 1

CAMP CASEYCHOE, S M.

TURF AREA

STANDING WALL

HIGH LAND FREE

GRADING SECTION - 1

MECH/ELEC

ROOM CORRIDOR OFFICE-1 OFFICE-2 CORRIDORCONFERENCE RM VEST-2

S-1709

FFE 77.200

GRATING DITCH

0.6M W STEEL

SIDEWALK

AC PAVEMENT

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

-6

SCALE: HORI = 1 / 150

VERT = 1 / 30

1:150

0 10M7.552.5

1:30

0 2M1.510.5

E L

E V

A T I O

T E

R S

C-6

FFE 77.200

GRADING SECTION - 2

S-1709

CAMP CASEYCHOE, S M.

GRATING DITCH

0.6M W STEEL

GRADING SECTION - 2

GRATING DITCH

0.6M W J-TYPE STEEL

EXST AC PAVEMENT

TURF

GRANITE CURB

SIDEWALK

GRAVEL BED

SIDEWALK

FOOT NOTES 77.300

FFE FOOT NOTES

EXST SIDEWALK

EXST AC PAVEMENT

NEW PAVILION

LINE OF ROOF ABOVE

600600

SCALE : 1/50

600600

SCALE : 1/50

DOUGLAS FIR WOOD

TENSION STRUT

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

100x180 STAINED

STAINED DOUGLAS FIR

WOOD FASCIA

40x180

SHEATHING

DIRECTION OF

40x140 FLAT

40 40

600600

100100

CLAY ROOF TILE

GRANITE

1/50SCALE ; 1/50 SCALE ;

GRANITE

CEMENT MORTAR FILL

STAINED DOUGLAS FIR

200x200

WOOD COLUMN

WD SHEATHING

DOUGLAS FIR WOOD

FASCIA

40x180 STAINED

40x180 FLAT SHEATHING

CLAY ROOF TILE

2-PLY ASPHALT FELT

UNDERLAYMENT

W/150X150-4.0 DIAx4.0 DIA WWF

OVER 450 THK NFSM

M I

ROOF SLOPE

40 PER 100 40 PER 100

ROOF SLOPE

R O

O P

R O

O P

WOOD COLUMN

STAINED DOUGLAS FIR

200x200

RED-BROWN COLOR

CLAY ROOF TILE

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

STAINED DOUGLAS FIR

WOOD COLUMN

200x200

RED-BROWN COLOR

SCALE :

200x200 STAINED

(PRESSURE TREATED)

1/10

BOLT M16

PL 6

TENSION TIE

100x180

RAFTER

100x180

STAINED WOOD

RAFTER

40x180 FLAT SHEATHING

100x180

STAINED WOOD

@ SUPPORTS

"A"

W/3-10d EA BOARD

"A"

1/10SCALE :

RAFTER

L C

6.5

2.3 THK P

PIECE 250 DIA

L9 THK FLAG P

SLOPE TOP

2 V : 12 H

9 THK STIFFENER

STAINED WOOD

100x180

3.0

250 LONG

SCHED 80 PIPE

SUPPORT SHEATHING

L TO

"B""B"

6.5

9 THK

STIFFENER

PIECE 250 DIA

SCHED 80 PIPE

250 LONG

100x180 WITH

SLOT FOR 9 THK

FLAG PLATE

6.5

150 50

RAFTER

100x180

STAINED WOOD

100x180

TENSION TIE

BOLT M16

PL 6

SCALE : 1/10

WOOD POST

40x180

WOOD

M16

BOLT 1

SCALE :

1/10

200x200

450 THK

NFSM

STAINED WOOD

COLUMN

100 THK CONCRETE SLAB

W/150X150-4.0 DIAx4.0 DIA WWF

- 6

SHADE SHELTER PLAN ROOF PLAN ROOF FRAMING PLAN

E L E V A T I O N CROSS SECTION

PLAN VIEW "A"-"A"S E C T I O N

SECTION

S E C T I O N

PLAN VIEW "B"-"B"

S E C T I O N

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

200x145 STAINED

(PRESSURE TREATED)

WOOD POST

STAINED DOUGLAS FIR

WOOD FASCIA

40x180

STEEL PLATE CAP

200X200MMX6mmTHK

STEEL PLATE SUPPORT

100X100X6mmTHK

BASE PLATE

9mm THK STEEL

D16@250 O.C

D13@300 O.C

STIRRUP

ANCHOR BOLTS

X 300 mm LG.

4ea-18mm Dia

G.L

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CAMP CASEY

PAVILION DETAILS

150 THK CONCRETE SLAB

SLOPE SLOPE

REPAIR QUONSET HUT BUILDING S-1709

132491

7 7 7

7 7

7 C-7

AS SHOWN

SCALE: NONE

CIVIL

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CAMP CASEY

CHOE, S M.

SUBGRADE

COMPACT

FOOT NOTES (T54)

SCALE: NONE

VAR. VAR.

FOOTNOTE PAVEMENT PATTERN SAMPLE

FOOTNOTE PAVEMENT SECTIONFOOTNOTE PAVEMENT PATTERN PLAN

SAMPLE PHOTO

FOOTNOTE PAVEMENT

OR APPROVED EQUAL.

www.inoblock.co.kr (031-358-4711)

INOBLOCK CO., LTD.

THE INFORMATION OF FOOTNOTE IS BELOW

* NOTE:

SOD

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

8 8

C-8

50 TREATED TIMBER

BURLAP TIE ( 6m/m)

CONNECTION STAKE

BURLAP TIE

(HEIGHT 2.0~3.0/RADIUS UNDER 10 TREE)

W150 TAPE 5RD TIE

6MM BURLAP TIE

55 WOOD STAKE

(RADIUS 12 TREE)

55 WOOD STAKE

(RADIUS BETWEEN 13~20 TREE)

W150 TAPE 5RD TIE

6MM BURLAP TIE

GALVANIZED WIRE

70 WOOD STAKE

GALVANIZED WIRE

HARDWOOD STAKE

BERM

MOUNDING

REMOVE BURLAP

(HEIGHT 0.3~2.5 TREE)

W150 TAPE 5RD TIE

6MM BURLAP TIE

GALVANIZED WIRE

SHRUB

PLAN

ELEVATION

(30CM 16EA/M2)

SHRUB

TREE TREE TREE

700~800 2R

MIN

4R 2R

2R 4R 2R

Y P

NOT TO SCALE

1 WOODEN STAKE

NOT TO SCALE

2 ASSEMBLE PLANTING DETAIL

NOT TO SCALE

3 ROOT BALL DETAIL

NOT TO SCALE

4 SHRUB PLANTING DETAIL

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

NOT TO SCALE-

1 TREE PLANTING DETAILS TREE PLANTING DETAILS

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

C-9

CHOE, S M.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

V A

R I

E S

A N

GROUND LINE

CONC. COLLAR

C.I. COVER

MARKED "WATER"

150 150

D10 REBAR

TIE RODS 2 EA.

CONCRETE NON-TRAFFIC

VALVE BOX WITH

CONC. OR PVC (C-900)

EXTENSION

BRICKS OR CONCRETE

BLOCKS (100x150)

GATE VALVE (WITH BELL

ENDS SHOWN)

CONC.BASE WIDE

WATER

MAIN

SCALE: NONE

GATE VALVE W/ VALVE BOX

SCALE: NONE

CON'C STEP W/ HANDRAIL

COMPACTED BASE COURSE (NFSM)

MAX.

2,1

TYP

RISER

SEE TABLE

ABRASIVE AGGREGATE FINISH

HEAD CLEARANCE-"Y"

OF STEPS UNLESS OTHERWISE NOTED ON PLANS

HANDRAILS TO BE INSTALLED BOTH SIDES

WELLED ALL CONNECTION

SEE TABLE ON

DWG. NO. C0104

38mm STD. STEEL PIPE

M A

SIDEWALK

BY CONTRACTING OFFICER TO CONFORM

PAINT HANDRAIL-COLOR TO BE CHOSEN

4 BARS @150 O.C.

13R

SEE DETAIL

4 BARS @300 O.C.

SEE DETAIL

SAFETY NOSING W/

CONC. STAIR

ABRASIVE SURFACE

ANCHOR PER

MFR STD.

SAFETY NOSING DETAILS

13 R

E R 2

TREAD

EPOXY CAULKING

POST DETAIL

3A 3B

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

M A

MISC. DETAILS - 1

CONCRETE COLLAR

BODY

CLEANOUT

450 x 450 COLLAR

CLASS "C" CONCRETE

FINISHED GRADE

PIPE BEND

W Y E

150 x 150 x 150

CLEANOUT - PLAN

SURFACE CLEANOUT

HOUSE CONNECTION

SEWER REDUCER

150mm DIA OF HOUSE

CAST IRON PIPE

FLOW

1,500 EDGE OF BLDG

FINISHED GRADE

1 SURFACE CLEANOUT

SCALE: NONE

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

C-10

AS SHOWN

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

1A S E C T I O N

EXPANSION JOINT

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

SCALE: NONE

SIDEWALK1

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

FIN GRADE

EPDM RUBBER CHIP

SIDEWALK

EPOXY PRIMER

15MM THK EPDM RUBBER CHIP

D13 @200 O.C

CON'C DITCH

FNSH GRADE

SIDEWALK ON DITCH

CHOE, S M.

SCALE: NONE

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

C P

A V

E M

E N

S E

C T

SIDEWALK

NOT TO SCALE-

OR CON'C

BASE COURSE

L E S S

.9 m

THIN PAD 2MM(6EA/SM)

OR APPROVED EQUAL.

www.inoblock.co.kr (010-3767-5900)

INOBLOCK CO., LTD.

THE INFORMATION OF HIGHLAND RETAINING WALL IS BELOW

* NOTE:

3 HIGHLAND FREE STANDING WALL

CAP BLOCK

WALL BLOCK

HIGHLAND FREE STANDING

URETHANE BOND FOR CON'C

BOND(SILICON/URETHANE) 2MM+

C-11

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

MISC. DETAILS - 2

COPPER TUBING GOOSENECK

COMPRESSION JOINT

CORPORATION STOP

TAPPING SADDLE BAND

DOUBLE STRAP

(200mm PIPE & LARGER)

PVC, D.I. OR C.I. PIPE

WATER MAIN

COPPER TUBING

COMPRESSION JOINT

SINGLE BOLT & NUT (SHOWN)

TAPPING SADDLE WITH

NEOPRENE GASKET

TAPPING SADDLE BAND

SINGLE STRAP

(200mm PIPE & SMALLER)

SCALE: NONE

TAPPING SADDLE WITH COPPER SERVICE - 19mm TO 50mm

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CIVIL

AS SHOWN

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

AC PAVEMENT

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

NOTE:

BELL HOLES SHALL BE EXCAVATED TO THE

NECESSARY SIZE AT EACH JOINT OR

COUPLING TO ELIMINATE POINT BEARING.

SATISFACTORY

BACKFILL

INITIAL

BACKFILL

BEDDING-SELECT

GRANULAR MATERIAL

SHALL BE FREE OF

ROCK 13 OR LARGER

UNYIELDING

MATERIAL

FIRM UNDISTURBED

EARTH (SEE NOTE)

UNYIELDING MATERIAL

TRENCH BOTTOM

EARTH TRENCH BOTTOM

TURFED OR MISC AREAS

PLASTIC

MARKING TAPE

(300 DEEP MAX)1

1.5

TRENCH WALLS CUT

TO 1.5:1 MAX

WITHOUT SHORING

M I

OD + 600

TYPICAL TRENCH SECTION2

SCALE: NONE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

CHOE, S M.

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONE

SOLID SODDING

PIPE

150O.D. OF

PIPE DIAMETER

AS SHOWN ON PLAN

CONC. ENCASEMENT

140 kgf/cm CONCRETE

CONCRETE ENCASEMENT

SCALE: NONE-

C-12

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

NOTE ;

"C"

15025

10 THICK EXPANSION

JOINT W/ SEALER

SCALE: NONE

CON'C CURB

PAVEMENT

EXISTING

AC PAVEMENT

1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.

INTERVALS (MATCH SIDEWALK)

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT

SECTION MINUS 300.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE

21 MPa AT 28 DAYS.

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

AC PAVEMENT

PRIME COAT

SUB GRADE

75MM THK ASPHALTIC CONCRETE

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

5 MISC. DETAILS - 3

CHOE, S M.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SHALLOW SURFACE INLET - PLAN

S E C T I O N

D E T A I L

DETAIL

SEE

O.C. E.W.

D13 @ 200

O.C. E.W.

D13 @ 200

50x10 @ 50 O.C.

FLAT BAR (GALV)

10 10

CONC 21 MPa

GRATING FRAME

50x10 FLAT BAR

GALVANIZED

50x10 @ 50 O.C.

FLAT BAR (GALV)

@ 600 O.C. MAX

BAR WELD TO ANGLE

W/10 0x125 L ANCHOR

L50x50x6 (GALV)

@ 100 O.C.

WELD TO FLAT BAR

GALV D10 CROSS BAR

FIN GRADE

E E

R O F I

L E

PRINCIPAL INFLOWS

TO DIRECTION OF

PERPENDICULAR

CROSS BARS ARE

BE PLACED SO

GRATING SHALL

D10 CROSS BAR

SEE PLAN

DRAIN PIPE

SEE PLAN

DRAIN PIPE

GREATER THAN 1.0 M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

4. USE 1 x 1 M WIDE OPENING WHEN DEPTH IS

EXCEEDS 1.20 METERS.

DEPTH FROM TOP TO COVER TO INVERT

3. INSTALL GALV. STEEL LADDER ONLY WHEN

FABRICATION.

2. GRATING SHALL BE GALVANIZED AFTER

GALVANIZED.

1. ALL EXPOSED STEEL MEMBERS SHALL BE

NOTES :

100 100

10 10

100 100

V A

R I

E S

150 150

SCALE: NONE

SURFACE INLET

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

D13 DIAGONAL BAR

TYP. 4 EACH

O U

E T

1,000

V A

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

BEARIN

G B

10 SQ CROSS BAR

TWISTED

TYP

STEEL GRATINGS

CONC DITCH W/ STEEL GRATINGS

NOT TO SCALE

D13 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

SECTION

STEEL GRATING SCHEDULE

150 L55x55x6

ANGLE BARTRENCH WIDTH

SECTION (J TYPE DITCH)

D16 @ 200mm OC

D13 @ 200mm OC

V A

R D

150 D TRENCH WIDTH D 150 150 200

GRATIN

G LE

NGTH

GRATING WIDTH

V A

D13 @ 200mm OC EW

REPAIR QUONSET HUT BUILDING S-1709

CAMP CASEY

132491

C-13

MISC. DETAILS - 4

1
2
3
4
5
6
7
8
9
10
11
12
13

File details come from the government source that posted it. Updated Jul 24, 2024.