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- Repair Synthetic Turf, B#980, Camp Carroll
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SYMBOL BY CHK.ZONE DATE APVD.
R E V I S I O N S
DESCRIPTION
R-11SHEET OF
DESIGNED BY
CHECKED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. REF NO.
SCALE :SAFETY REP
SIGNAL REP
FES
FORCE PROTECTION
O & M
HOUSING DIV.
REVIEWED BY
UNITED STATES ARMY GARRISON DAEGU
ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br
DIRECTORATE OF PUBLIC WORK
HGFEDCBA
D - 21 - 10
CHON, HYON TAE
DESIGN REVIEW SIGNATURE
ORGANIZATION
USING AGENCY
36TH SIGNAL
MASTER PLN.
ENVIRONMENTAL
NAME SIGNATURE
O&M DIV.
FIRE DEPT.
SAFETY OFFICE
DPTMS(AT/FP)
188TH MP COM.
IND. HYGENIST
HR-00517-0J
UNIT #15746, APO AP 96218-5746
DRAWING NO.
CHIEF,
DESIGN & TECH. REVIEW Br.
YI, TONG KI
AS SHOWN
1 1 OF 1R - 1
T I T L E S H E E T
TITLE SHEET
DATE: 08 APR 21
C - 12
C - 23
C - 34
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
PROJECT NO. HR-00517-0J, CAMP CARROLL
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
CAMP CARROLL
CIVIL
LOCATION PLAN
SITE LAYOUT PLAN
C - 44 4 OF 4 SYNTHETIC TURF DETAILS
LINE MARKING DETAILS
S-940 Tennis Court
S-294 Court Tennis
S-296 Court Tennis
S-165 Volleyball Court
S-980
STORY FIELD
LUTHER H.
T-646
S-671
S-672
S-673
S-674
S -644
T-780
T-508
S-86
S -7
S -7
S -7
T -6
T -5
T -7
T -5
S-961
T-533
T -5
S-714
S -8
T-377
T-584
T -3
T-3
S-531
T-417
T-863
T-765
T-368
T-507
T-772
S-967
T-924
T-575
T-696S-603
T-928
T-691
S-102
T-521
T-558
T-989
T-342
T-681
T-343
S-965
T-116
T-504
T-315
T-385
T-617
T-661
T-693
T-766
T-764
T-768
T-769
T-271
T-763
T-160
T-299
T-414
T-413
T-104
S-153
T-120
S-954
S-994
T-653
CEMETERY
S-860 Substation Electrical
S-360 Substation Electrical
S-576 Substation Electrical
S-133 bridge Foot
T-522
Footbridge
S-990 Footbridge
T-849 Footbridge
T-986 Footbridge
GATE 2
GATE 1
GATE 4
GATE 3
Gate Access
Railroad
Gate Access Farmer
Gate Access Farmer
S-118 Electronic Sign
S-952 Electronic Sign
S-781
Flag Pole
S-390
DEAD MEMORIAL
KOREAN WAR
S-741 Land Farm
T re a tm e n t
B e d
T re a tm e n t
B e d
Pond Holding
S-730
RANGE
QUALIFICATION
ZERO AND
25M RIFLE S-725
TESTING POND
BRIDGING BOAT
AMPITHEATRE
CAC
T-729 Storage Yard
Container
S-847
S-865 Bridge
Railroad
S-300 Road Bridge
S-860 Road Bridge
S-900 Road Bridge
S-500 Road Bridge
S-861 Road Bridge
A R
K A
N S
A S
N E
B R
A S
K A A
V E
N U
E
N E
W Y
O R
K A
V E
N U
E
A R
K A
N S
A S A
V E
N U
E
O H
IO
A
V E
N U
E
G E
O R
G
IA
A
V E
N U
E
T E
X A
S A
V E
N U
E
M O
N T A N
A A
V E N
U E
AVENUE
ILLINOIS AVENUE
A R
IZ
O N
A A
V E
N U
E
TENNESSEE AVENUE
N E
B R
A S
K A A
V E
N U
E
A M
E R
IC
A N A
V E N
U E
A R
K A
N S
A S A
V E
N U
E
PENN AVENUE
M
IS
S
IS
S
IP
P I
A V
E N
U E
A V
E N
U E
OHIO AVENUE
A M
E R
IC
A N A
V E N
U E
KENTUCKY AVENUE
G E
O R
G
IA
A
V E
N U
E
FLORIDA AVENUE
MISSISSIPPI
NEVADA
N E
W
N E
B R
A S
K A A
V E
N U
E
A M
E R
IC
A N A
V E N
U E
NEW YORK AVENUE
GEORGIA AVENUE
N E
B R
A S
K A A
V E
N U
E
OREGON
A V E N
U E
A V E N
U E
A V E N
U E
Y O
R K
PENN AVENUE
T-534
T-677
T-659
T-311
T-386
T-700
T-826
T-619
T-376
S-114
T-519
T-625
S-983
S-984
S-387
T-509B
T-509-2
T-578 Vehicle Scales
T-509-1
S-284
T-115
S-401
S-269
Bus Stop 10
S-383 Bus Stop 9
S-933 Bus Stop 6
S-621 Vehicle Scales
S-701
T-369
S-378
T-89
T-513
S-669 Station
Hunter Brake
S-328
S-329
T-509C
T-503 Bus Stop 1
S-622
T-624
S-639
T-416
T-827
S-350
T-415
T-979
S-667
S-705
T-926
T-577
T-720 Bus Stop 5
T-412
T-509D
T-509A
DUMP POINT
INDUSTRIAL WASTE
RECYCLING CENTER AND S-839
S-835
S-665
S-840
S-837
S-836
S-605
S-606
S-607
S-608
S-985
S-955
S-709
S-510
S-326
S-530
S-818
S-817
S-135
S-620
S-151
S-821
S-405
T-645
S-846
T -5
S-327
S -5
S-970
S-117
S-601
S-684
S-138
S-388
S-139
S-668
S-831
S-825
S-917
S-915
S -9
S-612
S -9
S-256
S-111
S-233
S-563
S-110
S-711
T-
S-231
S-396
S-230
S-100 S-235
S-375
S -9
S-136
S-403
T-565
S-253
S-250
S-977
S-676
S-254
S-573
S-946
S-998
S-203
S-841
S-123
S-938
S-657
S-914
T-516
S-341
S-911
S-113
T-520
S-913
S-141 S-143
S-142
S-264
S-731
S-101
S -309
S -2
S -7
S -9
T -9
T -9
S -9
S -9
S -2
S -9
S -6
S-675
S-320
S -8
S -8
S -9
T -5
T -9
S-9
S -9
S -3
T-318
S -4
S -6
S -3
S -8
S-9
S -6
S -8
S -8
T-126
S-121
T-125
T-127
T-207
S -1
T-236
S -9
S -6
T-206
S -3
S -9
T -3
S -3
S-154
S -9
S -8
S-974
S-321
S-
S-910S -4
S-340
S -6
S -7
S-349
S-301
S -611
T -3
S -6
S -7
S -7
S-140
S -6
S-718
S -7
S-137
S -6
S-842
S-351
S-512
S-205
S -5
S-336
S-239
S -9
S -3
S-267
S-509
T-359
S -3
S-532
S -9
S-655
S-208
T -7
S-702
S-163
S-304
T-515
S-733
S-732
S-642
S-627
T-384
S -3
T -5
T -3
S-312
S-666
S-420
S-973
T -3
T-580
S-679
T-996
S-925
T-997
S-931
T-631
T -2
S-131
S-919
T -3
T-521
S-395
S-397
S-918
S-944
T-195
T-196
T-198
T-197
T-194
T-199
S-119
S-739
S-3
S-647
T-261
S-164
S-626
S-58
T-130
S-717
S-402
T-572
T-189
T-406
T-193
T-958
S-88
S-348
T-581
S-265
S-640
S-953
S-411
S-664
S-654
S-344
S-511
S-982
S-968
S-929
T-155
S-972
T-582
S-771
S-95
T-409
S-948
S-916
S-947
S-957
T-192
S-956
S-719
T-762
S-770
S-162
S-161
T-317 Tower Cooling
T-923
S-93
S-922
T-814
T-812
T-569
T-635
S-995
T-810
T-280
T-811
T-633
T-103
T-813
T-637
T-636
S-741
TRAINING
CONFINED SPACE
BURN BUILDING AND
T-724
RESCUE
FIRE FIGHTING
S-845 Washrack
S-693 Washrack
S-404 Washrack
S-976 Washrack
S-939 Washrack
S-987 Washrack
S-316 Washrack
S-927 Washrack
T-6
S-703
PLANT
TREATMENT
SEWAGE
S-820
S-87
S-150
S-144
PLANT
TREATMENT
WATER
WETLAND
CAMP CARROLL
S-978 Substation Electrical
S-870
CLINIC
HEALTH/DENTAL
S
DFAC
TEMF
1 4
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:
1 LOCATION PLAN
1 SCALE : 1 / 5000
LOCATION PLAN
C-1
N
GRAPHIC SCALE
(IN METERS)
SCALE: 1 :5000
0 50 100 200
S T O
R A G E
O R
G A N
IZ
A T
IO
N A L
CAMP CARROLL
THIS PROJECT
SEE SITE LAYOUT PLAN
HR-00517-0J
KU, HUN MO
PARK, WON CHAE
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
D - 21 - 10
8 APR 21
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:
GRAPHIC SCALE
SCALE: 1 : 200
4000 8000
SCALE : 1 / 200
SITE LAYOUT PLAN
SITE LAYOUT PLAN
GENERAL NOTES:
IF REQUIRED.
DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD
5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND
ON THE PROJECT.
BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK
PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED
2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY
CONTRACTING OFFICER.
CONTRACTORS EXPENSE TO THE SATISFACTION OF THE
DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE
RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS
3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/
AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.
6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS
FROST DEPTH UNLESS OTHERWISE NOTED.
8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF
WITHOUT ANY ADDITIONAL COST.
INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING
9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES
APPROVAL PRIOR TO COMMENCING THE WORK.
SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR
THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL
MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.
UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN
SOLID SODDING WITHIN THE WORK BOUNDARY.
CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND
14.
13.
10.
11.
12.
15.
16.
SUBMISSION OF CONTRACT PROPOSAL.
AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO
1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS
CONSTRUCTION OPERATIONS.
AND OTHER ITEMS WHICH WILL INTERFERE WITH THE
SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,
AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,
4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED
WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.
COMMAND" FORM AS A PART OF THIS PROJECT.THE DETAILS
DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT
O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,
COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR
2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT
DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER
7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD
PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.
CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE
OFFICES AND STORAGE AREAS SHALL BE WITHIN THE
LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD
TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE
CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S
THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.
NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF
AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL
NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES
CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL
LAWS AND REGULATIONS.
GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL
DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.
DETERMINE PROPER MATERIAL HANDING METHODS.
MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO
CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE
C-2
SHEET OF
CAMP CARROLL
PARK, WON CHAE
AS SHOWN
HR-00517-0J
KU, HUN MO
PROJECT WORK LIMIT
N
FOR KOREA, USFK PAM 200-1.
APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS
ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE
ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.
FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF
EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION
AS INDICATED AND REQUIRED.
THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED
LIMITS INDICATED, UNLESS OTHERWISE NOTED.
ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT
4.
3.
2.
1.
REMOVAL NOTES:
SCOPE OF WORK
#1 (REPAIR/MAINTENANCE)
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
D - 21 - 10
2 4
NOTES:
8 APR 21
S
Y N
T H
E T
IC
T U
R F
~SYNTHETIC TURF~
1.
2.
3.
3.
1.
2.
LEGEND:
EXISTING INFIELD AREA BOUNDARY
REMOVE EXISTING PITCHER’S PLATE
~LUTHER H. STORY FIELD~
REMOVE EXISTING PITCHER’S PLATE.
WITH NEW.
PITCHER’S PLATE AND BASES WITH NECESSARY ACCESSORIES
REPLACE EXISTING SOFTBALL EQUIPMENTS INCLUDING HOME PLATE,
FINISHING SURFACES SHALL BE WELL GRADED TO MAKE POSITIVE DRAINAGE SURFACES.
MARKINGS WITH NEW.
REPLACE EXISTING SYNTHETIC TURF FOR INFIELD AREA AND LINE
SEE THE NOTES AND DETAILS
WITH NEW
FOR INFIELD AREA AND LINE MARKINGS
REPLACE EXISTING SYNTHETIC TURF
WITH NEW
AND BASES WITH NECESSARY ACCESSORIES
INCLUDING HOME PLATE, PITCHER’S PLATE
REPLACE EXISTING SOFTBALL EQUIPMENTS
TURF FOR INFIELD AREA
REPLACE EXST. SYNTHETIC
DAMAGED AREA CAUSED BY COACH’S BOXES REPLACEMENT SHALL BE RESTORED WITH SYNTHETIC TURF.
AND ALL EQUIPMENTS SHALL BE CONFIRMED AND APPROVED BY FMWR BEFORE INSTALLATION.
PLATE AND BASES IN ACCORDANCE WITH W.B.S.C (WORLD BASEBALL SOFTBALL CONFEDERATION), CONTRACTOR SHALL INSTALL THE SOFTBALL EQUIPMENTS SUCH AS HOME PLATE, PITCHER’S
ITEMS TO BE REMOVED
MARKING ON FIELD
BATTER’S BOX
COACH’S BOX
B
C
EXISTING INFIELD AREA BOUNDARY
SEE DETAIL ’C’
COACH’S BOX
SEE DETAIL ’B’
BATTER’S BOX
8 APR 21
SYNTHETIC TURF LINE MARKING
SYNTHETIC TURF LINE MARKING
LINE MARKING DETAILS
SYNTETIC RUBBER COVER
MAGNETIC TYPE WITH
BASE-
SYNTETIC RUBBER COVER
MAGNETIC TYPE WITH
DOUBLE BASE-
(WHITE COLOR)
FOR FOOTBALL FIELD LINES
SYNTHETIC TURF LINE MARKINGS
FOR INFIELD AREA
(RED COLOR)
SYNTHETIC TURF
FOR BASE LINES
(WHITE COLOR)
SYNTHETIC TURF LINE MARKINGS
CONTRACTOR SHALL COODINATE WITH USING AGENCY FOR THE LOCATION OF COACH’S BOXES.
NOTES:
1.
2.
3.FINISH COLOR SHALL BE CONFIRMED, AND APPROVED BY USING AGENCY.
BASE LINES SHALL MEET AND BE MATCHED TO EXISTING BASE LINES ON THE OUTFIELD AREA.
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:
SHEET OF
CAMP CARROLL
PARK, WON CHAE
AS SHOWN
HR-00517-0J
KU, HUN MO
N
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
D - 21 - 10
3 4 C-3
914 (3 ft)
,1
(7 ft
(3 ft
1, (3 ft
914 (3 ft) 914 (3 ft)
(6 in) (6 in)
(17 in)
2,566 (8 ft - 5 in)
45°
4,572 (15 ft)
(3 ft
NOT TO SCALE
(8 ft)
2,438
,2 (5 ft)
R 4, (1 ft)
21,336 (70 ft) (8 ft
,4
1, (7 ft
NOT TO SCALE
A
NOT TO SCALE
NOT TO SCALE
LINE MARKING DETAILS
CAMP CARROLL
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:
HR-00517-0J
KU, HUN MO
PARK, WON CHAE
S-980 (LUTHER H. STORY FIELD)
REPLACE INFIELD SYNTHETIC TURF,
D - 21 - 10
4 4
SEE DETAIL ’A’
(T=60)
SYNTHECTIC TURF
(ASSUMED)
BASE COURSE
EXISTING AGGREGATE
(ASSUMED)
EXISTING CHOKE STONE
SYNTHETIC TURF DETAIL (TYP.)
NOT TO SCALE
SYNTHECTIC TURF
SEBS CHIP
SILICA SAND
SYNTHETIC TURFSECTION & DETAIL
A
(T Y P
POLYETHYLENE FIBER
(T Y P
SURFACE
TURF
SYNTHETIC
REMARKSREFERENCEITEM
FINISH SCHEDULE
* MODEL NO.: SMART 63
* DESCRIPTION: POLYETHYLENE MONO FILAMENT FIBERS
WWW.KOREAFIELD.CO.KR
:FIELDTURF S.M. CO.,LTD.
* MANUFACTURER:
* DESCRIPTION: POLYETHYLENE MONO FILAMENT FIBERS
* MODEL NO.: XM62
:HYOSUNGWORLDGREEN, CO., LTD.
* MANUFACTURER:
WWW.IWORLDGREEN.CO.KR
* DESCRIPTION: POLYETHYLENE MONO FILAMENT FIBERS
* MODEL NO.: AM60
:SPOTECH, CO., LTD.
* MANUFACTURER:
WWW.SPOTECH.KR
LISTED OR APPROVED EQUAL
* SYNTHETIC TURF SHALL BE AS
C-4
SYNTHETIC TURF DETAILS
EXISTING SYNTHETIC TURF SHALL BE CLEANED AND PROPERLY BONDED TO THE NEW SYNTHETIC TURF.
8 APR 21
NOTES:
TO MAKE PROPER POSITIVE DRAINAGE SLOPES.
THE CHOKE STONE AND AGGREGATE BASE COURSE SHALL BE ADDED AND COMPACTED AS REQUIRED
ALL LINE MARKINGS SHALL BE PERMANENTLY DONE BY BONDING COLORED SYNTHETIC TURF.
1.
2.
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| HR-00517-0J_T01 |
| HR-00517-0J_C01 |
| HR-00517-0J_C02 |
| HR-00517-0J_C03 |
| HR-00517-0J_C04 |
File details come from the government source that posted it. Updated .