Drawing.PDF

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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCHEDULE OF DRAWINGS

REVISION STATUSDWG. NO. SHT. NO.REF. NO.

T - 1

RING NO.

CIVIL

DESCRIPTION OF DRAWINGS

TITLE SHEET1

C - 1

C - 2

LOCATION PLAN AND GENERAL NOTES

T-1

BLDG. NO. 5380

REPLACE FILTER MEDIA

FY19

CIVIL

196992

TITLE SHEET

3 OF 3 FLOOR PLAN, SECTION, DETAILS, NOTES AND SCOPE OF WORK

REPLACE FILTER MEDIA BLDG. NO. 5380

PWO. NO. 196992, YONGSAN

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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

- 2

YI, KS

CIVIL

GRAPHIC SCALE

GREEN

HOUSE

D

IV

IS

IO

N

R O

A D

LODGE COMPLEX

DRAGON HILL

T-363

8 4

T411

SITE

MEMORIAL

SIGNS

X C O R P S B L V D .

loading arealoading arealoading area

TOWER

B O

IL

E R

O

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Driving Range

GREEN

HOUSE

TOWER

K E P C

O

LORING VILLAGE

BLACK HAWK AREA

H-264

MUSEUM

ITAEWONNO STREET

IT'AEWONNO STREET OVERPASS

GAS

STATI

ON

X C O R P S B L V D .

BLDG

ROK

JENSEN STREET

1ST MARINE DIVISION ROAD

1ST MARINE DIVISION ROAD

A

1ST MARINE DIVISION ROAD

T

H

41664164

41564158

4160 4162

MOOR ST.

M A T T

A

AV

ENUE

GUARD

HOUSE

KENNEL

T H

D I V I S I O

N

STATION

PUMP

SEWAGE

ARTI

LLERY

LOOP

4 7

A V

E N

U E

W I N

S T

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RA

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N U

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7050 7

A V

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U E

S T

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E S

ROAD

DI

V

IS

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N

3RD

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L E

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X C O R P S B L V D .

TOWER

S T

O R

A G

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V I S I O

N

5 4

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A D

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STATIONPUMP

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2# 3#

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S-

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S-36

4333 4336

S-500

T-502

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Soccer Field

IX C

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LVD.

A R

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A

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Multi - purpose Courts

W I L

L I A

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ER

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ALL W

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#4

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SKATEBOARD

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MINIATURE

T-371

S-226

S-3739

P O

R T E R

GATE #4(was #8)

GATE

#1

4(w as #1

9)

G A T E #13(w as #17)

GATE #12(was #18)

GATE #11(was #39) GATE #10(was #38)

GATE #1(was #10)

GATE #6(was #52)

GATE #5(was #12)

J2 ANNEX

T411 loading arealoading arealoading area

41664164

41564158

4160 4162

MOOR ST.

IX C

ORPS B

LVD.

S T

R E E T

P O

R T E R

N

THIS PROJECTSOUTH POST

YONGSAN GARRISON

MAIN POST

CAMP

COINER

VICINITY MAP

NOT TO SCALE

N

GENERAL NOTES :

MILLIMETERS AND ELEVATIONS AND STATIONS ARE IN METERS.

9.UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

AND SECURED.

CONSTRUCTION WILL BE RELOCATED, REPAIRED, RE-STABILIZED

LINES, TREES, SHRUBS AND ETC AFFECTED BY THE

LINE AND SUCH AS SEWER, WATER, TELEPHONE, CATV, DRAIN

8.THRUST BLOCK AND CONC. ANCHOR BLOCK FOR THE WATER

BE COVERED WITH TOP SOIL AND SOLID SODDING.

7.ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL

THE GOVERNMENT.

SHORING PROPERLY WITHOUT ANY ADDITIONAL COST TO

INCLUDING TEMPORARY WORK SUCH AS FORMWORK AND

6.CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

ADDITIONAL COST TO THE GOVERNMENT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO

2014 (DATED 30 NOVEMBER 2015). THE DETAILS WILL BE UTILIZED

DETAIL DRAWINGS, IS FOR OMA STANDARD DETAILED DRAWINGS,

5.THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

4.CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS AND

THE CONTRACTOR'S EXPENSE.

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT

RESTORATION TO ORIGINAL CONDITIONS OF THE ITEMS

3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR

COR PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING(S) FOR ANY

TO SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR

1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

DEMOLITION NOTES :

STANDARDS FOR KOREA, USFK REG 201-1.

KOREAN ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING

4. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH APPLICABLE

BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR

CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE

IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE TO

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

3. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

LIMITS SHALL BE DEMOLISHED AND REMOVED AS INDICATED.

2. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT

OTHERWISE NOTED.

LIMITS INDICATED ON GRADING AND DRAINAGE PLAN UNLESS

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

UTILITY NOTES :

LOCATION PLAN

SCALE : 1 / 5000

SCALE: 1:5000

100 200 300

WATER LINES LESS THAN MINIMUM EARTH COVER SHALL BE INSULATED.

8. MINIMUM EARTH COVER FOR WATER LINES SHALL BE 1.20 METERS

APPROVAL OF THE CONTRACTING OFFICER.

BLOCKS AND/OR MODIFYING HIS CONSTRUCTION METHOD, WITH THE

PROTECT THE WATER LINE, SUCH AS CONSTRUCTING SPECIAL REACTION

REACTION BLOCKS. TAKE WHATEVER MEASURES NECESSARY TO

DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE EXISTING

BENDS WHERE THERE IS A POSSIBILITY OF WATER LINE MOVEMENT

CAREFUL WHEN EXCAVATING ALONGSIDE WATER LINES, TEES AND

7. PROTECT ALL WATER LINES DURING CONSTRUCTION, BE ESPECIALLY

REMEDIAL ACTION.

UTILITIES, IMMEDIATELY INFORM THE CONTRACTING OFFICER FOR

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

6. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

DEPTH PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

THE UTILITY BY HAND EXCAVATION TO VERIFY ITS LOCATION AND

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, CAREFULLY EXPOSE

5. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

HAVE BEEN DAMAGED, TO THEIR ORIGINAL (OR BETTER) CONDITION.

4. RESTORE EXISTING UTILITIES (WHETHER SHOWN OR NOT) WHICH

3. PROTECT ALL EXISTING UTILITIES AT ALL TIMES.

DIRECTED.

DESCREPANCIES TO THE CONTRACTING OFFICER, AND PROCEED AS

2. VERIFY LOCATIONS, SIZES, AND INVERTS OF ALL UTILITIES. REPORT ANY

WHEN POSSIBLE BY FIELD SURVEYS.

RECORDS AND UTILITY MAPS. UTILITY LOCATIONS WERE ALSO VERIFIED

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

1. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES,

LOCATION PLAN AND GENERAL NOTES

C-103

BLDG. NO. 5380

REPLACE FILTER MEDIA

FY19

196992

YONGSAN, KOREA

REPLACE FILTER MEDIA BLDG. NO. 5380

PWO#196992,

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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

RM#2

FILTER

OFFICE AREA

RM#1

FILTER

RM#4

FILTER

RM#3

FILTER

A

B

DN

3'

6"

15'

15'

2'-6"

6"6"

2'-6"3" 2'-6"

1'-6"

2'2' 3'

3"2'-6"

6"

2'-6"

2' 1'-6"

1'1'5'1' 1'3"1'3'-4" 1' 5' 5'

24'-7"

20'-3"

25'-7"

1'3'-4"

1'

P.C. SLAB W/ PLASTIC EXPANDABLE STRAINER

NUT & WASHER

6" WIDTH CONC RECTANGULAR SPACE WALL

ANTHRACITE FILTER MEDIA

GRAVEL SUPPORT MEDIA

6" WIDTH CONC RECTANGULAR SPACE WALL

NUT & WASHER

P.C. SLAB W/ PLASTIC EXPANDABLE STRAINER

GRAVEL SUPPORT MEDIA

ANTHRACITE FILTER MEDIA

1/2"D x 2"LG SHIELDS EXPANSION BOLT @12"O.C.

1/4" THK, 3"x3" STL. ANGLE AND NON-TOXIC COAL TAR ENAMEL COATED

P.C. SLAB W/ PLASTIC EXPANDABLE STRAINER

1" THK 4"W GROUT FILLER

1/2" THK 5"W STL P NON-TOXIC COAL TARL

1/2" THK 10"W STL P NON-TOXIC

COAL TAR ENAMEL COATED

1" THK 6"X6" GROUT FILLER1"D PLASTIC FERRULE NIPPLE

CONC. SIDE WALL

3/4"D ANCHOR BOLT

GROUT CAP

SEE,

- 2

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

11) CARBON CONTENT : 95% MIN

10) ACID SOLUBLE RATE : 6% OR LESS

9) ATTRITION RATE : 3% OR LESS

8) ASH CONTENT : 10% OR LESS

7) HARDNESS : 3.0-3.5 ON MOH SCALE

6) SPHERICITY : 0.46-0.60

- 2

- 2

SECTION 'A'

NOT TO SCALE

- 2

SECTION 'B'

NOT TO SCALE

2ND FLOOR PLAN, BLDG #5380

NOT TO SCALE

NOT TO SCALE

DETAIL

5) POROSITY : 0.50-0.60

4) SPECIFIC GRAVITY :1.65±0.05

3) DENSITY : 1.45-1.73g/cm3

2) UNIFORMITY COEFFICIENT : 1.4-1.8

1) EFFECTIVE SIZE : 0.6-1.0mm

* SPECIFICATION OF ANTHRACITE

NO.6 SIZE 15/16'' TO 13/16''

NO.5 SIZE 13/16'' TO 9/16''

NO.4 SIZE 9/16'' TO 5/16''

NO.3 SIZE 5/16'' TO 3/16''

NO.2 SIZE 3/16'' TO 3/32''

- 2

NOTE:

ENVIRONMENTAL PRESERVATION LAW AND APPLICABLE LOCAL CODE

MATERIAL OUT OF COMPOUND ACCORDING TO ROK WATER QUALITY

5. DISPOSE REMOVED ANTHRACITE AND GRAVELS AND OTHER CONSTRUCTION

STRAINERS, TO INSTALL NEW FILTER MATERIAL

PLATES, NUTS, WASHERS, GALVANIZED STEEL PLATES AND EXPANDABLE

EXPANSION BOLTS, GROUT FILLERS, PRECAST CONCRETE SLAB, STEEL

4. REPAIR AND RESTORE ALL APPURTENANCES INCLUDING STEEL ANGLE,

FILTER ROOMS INCLUDING ALL APPURTENANCES

3. DRAIN, CLEAN, INSPECT, AND DISINFECT INTERIOR SURFACES OF FOUR(4)

(ARMY FILTRATION OF LIQUIDS)

FILTER GRAVEL FOR WATER WORKS), ANSI/AWWA 100-89 AND UFC 3-280-04

OF FILTER SAND FOR WATER WORKS), KWWA F 102 (TESTING METHOD OF

GRAVEL SHALL MEET THE REQUIREMENT OF KWWA F 100 (TESTING METHOD

AT FOUR(4) FILTER ROOMS (REFER TO THE DRAWING FOR GRAVEL SIZES)

2. PROVIDE AND REPLACE EXISTING GRAVEL TOTAL APPROX 71CM(92CY)

WORKS), ANSI/AWWA 100-89 AND UFC 3-280-04(ARMY FILTRATION OF LIQUIDS)

OF KWWA F 101 (TESTING METHOD OF ANTHRACITE FOR WATER

AT FOUR(4) FILTER ROOMS ANTHRACITE SHALL MEET THE REQUIREMENT

1. PROVIDE AND REPLACE EXISTING ANTHRACITE TOTAL APPROX 71CM(92CY)

YI, KS

CIVIL

C-203

BLDG. NO. 5380

REPLACE FILTER MEDIA

FY19

196992

AND SCOPE OF WORK

FLOOR PLAN, SECTION, DETAILS, NOTES

EFFECTIVE SIZE

NO.1 SIZE 0.6mm TO 0.8mm2

IN AWWA STANDARDS C653-13 (DISINFECTION OF WATER TREATMENT).

DISINFECTED BY CHLORINE. THE DISINFECTION PROCEDURES ARE PRESENTED

THE FILTER IS PLACED IN SERVICE, THE ENTIRE FILTER BASIN SHOULD BE

9. AFTER FILTER MEDIA REPLACEMENT WORK IS COMPLETED AND BEFORE

8. THE CONTRACTOR SHALL PROVIDE WATER BYPASS LINES, IF NECESSARY.

FACILITIES AND EQUIPMENT.

7. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE ALL TEMPORARY

STORM DRAIN.

6. THE CONTRACTOR SHALL PREVENT DEBRIS AND WASTE WATER FLOW INTO

HAVE THE CERTIFICATE FOR WATER FILTRATION OR WATER PLANT.

REGIONAL CONSTRUCTION BUSINESS AS WATER AND WASTEWATER OR SHALL

5. THE CONTRACTOR OR SUB-CONTRACTOR MUST BE REGISTERED WITH KOREA

AMOUNT WILL BE PAID TO THE CONTRACTOR FOR THIS WORK.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES. NO ADDITIONAL

4. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE.

ENVIRONMENT PRESERVATION LAW TO VERIFY ITS PERFORMANCE.

STANDARD METHODS OF ANALYSIS DESCRIBED IN ROK WATER QUALITY

AND ANALYZE THE SAMPLES ACCURATELY BY WATER AND WASTEWATER

3. AFTER WHOLE WORK IS DONE, THE CONTRACTOR SHALL TAKE SAMPLES

REQUIREMENT.

FULFILL THE SETTLED SPACE WITH ANTHRACITE TO MEET VOLUME

TO REMOVE FOREIGN MATERIALS OR SMALL PARTICLES, WHILE DOING SO

2. PERFORM BACK WASH AT LEAST 3 TIMES TO SETTLE THE ANTHRACITE AND

REPORT TO COR.

IN THE EVENT THAT THE TEST OPERATION RESULT IS UNACCEPTABLE,

TURNS OUT TO BE ACCEPTABLE, CONTINUE TO WORK FOR REST OF ROOMS.

CONFIRM WITH THE CHIEF OF WATER PLANT. IF THE TEST OPERATION RESULT

VERIFY IT'S PERFORMANCE SUCH AS FLOW RATE AND TURBIDITY.

FILTER AND GRAVELS FOR ONE ROOM AND CONDUCT A TEST OPERATION TO

1. THE CONTRACTOR SHALL PERFORM REPLACEMENT WORK OF ANTHRACITE