Drawing files _ 260184 _ Civil.pdf

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

GENERAL NOTES :

LOCATION PLAN

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

ST

ST

S T

P V C

.5

.9

W A

L L

GAL

6 PVC

ST

12 CM

ST

GRAVES

GRAVES

65-A

STREAM

227.5

J-4

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

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

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

.8

.5

S T

R C

T

M

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

MATCH LINE 'C'

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

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

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

B A

S K

E T

B A

L L

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

C-1

CIVIL

LOCATION PLAN AND GENERAL NOTES

COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND CARPET SODDED.

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

A CLEAN CONDITION ACCEPTABLE TO THE COR.

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

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

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 CONSTRUCTION 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

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

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

OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

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

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

EXISTING SITE CONDITIONS PRIOR TO START OF WORK.

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

CP CASEY

FIRE SPRINKLER SYSTEM

REPAIR BARRACKS S-823 INCLUDING

PAK, CS

260184

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

QTYNO. ITEM

REMOVAL SCHEDULE

REMARK

C-2

REMOVAL PLAN

BUSHES 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:

REMOVAL PLAN

N

SCALE = 1 : 250

SIDEWALK 380.0 SM

510.0 SM

S

S

S

SSS

S

S

DDD

H C

TI

D

N E

C'

O C

HCTID NEP

O

C

H C

O C

H C

O C

UP

S-823

S-824

CON'C STEPS W/ HANDRAIL 3 EA

AC SURFACE COURSE

S

CP CASEY

FIRE SPRINKLER SYSTEM

REPAIR BARRACKS S-823 INCLUDING

PAK, CS

4 140.0 LMCON'C CURB

3 @ 3.00 = 9.003 @ 3.00 = 9.00

6 @ 3.00 = 18.00

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

C-3

SITE LAYOUT PLAN AND SCOPE OF WORK

- 3

SITE LAYOUT PLAN

SCALE = 1 : 250

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1. REPLACE CON'C SIDEWALK.

2. REPLACE EXST CON'C CURB W/ GRANITE CURB.

N

S

S

SSS

S

S

S

DDD

H C

O C

HCTID NEP

O

C

H C

O C

H C

O C

S-823

S-824

BIKE SHED

TRASH BIN

- 4

1APPROX. 510.0 SM

REPLACE AC SURFACE COURSE,

PARKING LINE, APPROX, 126.0 LM

PAINT 150MM THK REFLECTIVE WHITE

APPROX. 380.0 SM

REPLACE CON'C SIDEWALK,

- 5

APPROX. 90.0 SM

EXTEND CON'C SIDEWALK,

- 4

- 4- 4

APPROX. 2.4 LM

STEP W/ HANDRAIL,

REPLACE 1.35M W CON'C

APPROX. 2.4 LM

STEP W/ HANDRAIL,

REPLACE 2.5M W CON'C

APPROX. 2.4 LM

STEP W/ HANDRAIL,

REPLACE 1.8M W CON'C

UP

- 4

APPROX, 690.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

END POINT

GRANITE CURB

START POINT

GRANITE CURB

- 4

4APPROX. 140.0 LM

REPLACE CON'C CURB W/ GRANITE CURB,

3. EXTEND CON'C SIDEWALK.

4. REPLACE AC SURFACE COURSE.

5. RESTORE CARPET SODDING W/ TOP SOIL.

PARKING LINE.

6. PAINT 150MM THK REFLECTIVE WHITE

7. FILL THE GAPS W/ JOINT SEALANT.

8. REPLACE 1.35M W CON'C STEP W/ HANDRAIL.

9. REPLACE 1.8M W CON'C STEP W/ HANDRAIL.

10. REPLACE 2.5M W CON'C STEP W/ HANDRAIL.

FILL THE GAPS WITH JOINT SEALANT

START POINT

HANDRAIL

END POINT

HANDRAIL

5 5

APPROX. 15.0 LM

EXTEND HANDRAIL,

S

11. EXTEND HANDRAIL.

- 4

6(H4.5XR12), TOTAL 18 EA

PLANT DOG WOOD TREE

CP CASEY

FIRE SPRINKLER SYSTEM

REPAIR BARRACKS S-823 INCLUDING

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

,2

M A

X

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

R

IS

E R 2

TREAD

EPOXY CAULKING

POST DETAIL

1 2

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

,2

M A

X

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

S E C T I O N

EXPANSION JOINT

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

- SCALE: NONE

CONCRETE SIDEWALK

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

TYPICAL AC PAVEMENT SECTION AC PAVEMENT JOINT (NEW TO EXST)

1 2

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

AC PAVEMENT

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

A

R

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

GRANITE CURB

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

SCALE: NONE

SCALE: NONE

SCALE: NONE

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONESCALE: NONE

CARPET SODDING3

15 GAUGE WIRE

STRAW ROPE

VARIES

TREE ROOT BALL

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

- SCALE: NONE4

TREE PLANTING DETAIL6

C-4

MISC. DETAILS

CP CASEY

FIRE SPRINKLER SYSTEM

REPAIR BARRACKS S-823 INCLUDING