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X=8243395.318
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Y=663924.782

X=8243395.252
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4) Concrete kerbstones to be spaced at 200mm interval to allow run-off to drain. The concrete grade is C2.
5) Existing ground to be compacted where disturbed and prepared to Eng's specifications before placing of 150mm crushed stone base material

New Spoon drainage

0
953

X=8243392.366
Y=663921.639

X=8243391.405
Y=663915.441
X=8243391.219
Y=663925.796
6) Concrete pavement to have transverse joint every after 2 parking slots
7) Swimming pool catch drain to discharge in new spoon drain as shown
8) Slopes to be cut, compacted and left to natural vegetation process
X=8243387.882
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SINOHYDRO CORPORATION LIMITED

DWG NAME
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DWG NAME
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DWG NAME
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DWG No. KGL-DD-CI-03-01-953(D)-A SHEET 3 OF 8 D
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13550 CLIENT

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5500
Solid kerbstone Solid kerbstone KAFUE GORGE LOWER HYDROPOWER PROJECT
Car Park Light
31440 CONTRACTOR
SINOHYDRO CORPORATION LIMITED

DWG NAME
CLUB HOUSE PARKING LAYOUT

REV. :
DWG No. KGL-DD-CI-03-01-954(D)-A SHEET 4 OF 8 D
 14
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KAFUE GORGE LOWER HYDROPOWER PROJECT

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CONTRACTOR
SINOHYDRO CORPORATION LIMITED

DWG NAME
CLUB HOUSE PARKING LAYOUT
placemark
areaUntitled
areaSite
areaSite
polygonSite
polygonUntitled
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REV. :
DWG No. KGL-DD-CI-03-01-955(D)-A SHEET 5 OF 8 D
 Longitudinal Joint

1) 200mm Concrete Reinforced Pavement

NOTE;
1) Parking line marks are 100mm wide in epoxy paint
2) 150mm Cement Stable Macadam Road Base Layer 2) Parking slots are 45° from driveway
3) Concrete car park pavement to slope towards the drainage
4) Concrete kerbstones to be spaced at 200mm interval to allow run-off
to drain. Concrete Grade is C2.
3) EXISTING GROUND 5) Existing ground to be compacted where disturbed and prepared to
Eng,s specifications before placing of 150mm crushed stone base
material
6) Concrete pavement to have transverse joint every after 2 parking
slots

40mm Steel Pipe

T12@200
R8 40mm Steel Pipe
100mm Steel Pipe
1100

40mm Steel Pipe

60mm Steel Pipe
4T12

1000
T12@200 450 200 450

3000
1100 1000 1000 2000 1000

2000
5000

40mm Steel Pipe

D TM AC SY DRS-CI-938B 2024-11-04
C JC KM SY DRS-CI-938A 2024-07-13

1000
200 B JC KM SY For Approval 2024-03-14
12mm dia A AT HM SY For Approval 2024-01-31
100 mm Steel pipe Rev. Prep. Check Appro. Modification Date
200

20mm Steel Plate CLIENT

R8@100 Base Plate 2385 2385
300

200
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2000
20mm Base Plate
300

T12@200
300

T12@200
KAFUE GORGE LOWER HYDROPOWER PROJECT
1100 50mm Blinding Concrete 148
300

CONTRACTOR
20 mm thick Base Plate
SINOHYDRO CORPORATION LIMITED
1100 1100 1100

DWG NAME
TYPICAL GUEST HOUSE, CLUB HOUSE AND
GYMNASIUM PAVEMENT CONSTRUCTION DETAIL

REV. :
DWG No. KGL-DD-CI-03-01-956(D)-A SHEET 6 OF 8 D
 Light / Lamp
12mm dia
T12@200

200
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1100
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T12@200 450 200 450

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20 mm thick
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100 mm
4000

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100 mm Steel pipe
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300
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300
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1000
C20 Concrete Steel Plate 1
T12@200
1100 50mm Blinding Concrete 2385 2385

2000
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T16 J-hooks
500

300
300
40mm Steel Pipe
250 1100 1100 1100
500 40mm Steel Pipe
40mm Steel Pipe 100mm Steel Pipe

60mm Steel Pipe

1000
CLIENT

400

3000
100 1000 1000 2000 1000 2000
5000
300

KAFUE GORGE LOWER HYDROPOWER PROJECT

400 CONTRACTOR
SINOHYDROCORPORATIONLIMITED

DWG NAME
ALL CAR PARKS STANDING SHADES AND
LIGHTPOLE DETAILS
REV. :
D TM AC SY DRS CI-938B 2024-11-04 DWG No. KGL-DD-CI-03-01-957(D)-A SHEET 7 OF 8
Rev. Prep. Check Appro. Modification Date
D
 NOTE;
1) Parking line marks are 100mm wide in epoxy paint
2) Parking slots are 45° from driveway
44470 3) Concrete car park pavement to slope towards the drainage
4) Concrete kerbstones to be spaced at 200mm interval to allow
run-off to drain. Concrete grade is C2.
INE
BOUNDARY L 5) Existing ground to be compacted where disturbed and prepared
88 to Eng,s specifications before placing of 150mm crushed stone
.3
0° base material
6) Concrete pavement to have transverse joint every after 2

3680
parking slots
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age
ne
0

rain
1 5

d
2

oon
1
36

p
wS
365
0

Ne
Solid kerbst
0

one

0
Solid kerbst D TM AC SY DRS-CI-938B 2024-11-04
Car Park Light one
Solid kerbst
one C JC KM SY DRS-CI-938A 2024-07-13

To
Solid kerbst B JC KM SY For Approval 2024-03-14
one

roa
A AT HM SY For Approval 2024-01-31
Rev. Prep. Check Appro. Modification Date

dd
ne CLIENT

rai
sto
k erb

n
d
Soli
R294

33430
3700
90

KAFUE GORGE LOWER HYDROPOWER PROJECT

CONTRACTOR
SINOHYDRO CORPORATION LIMITED

DWG NAME
POLICE POST PARKING LAYOUT

REV. :
DWG No. KGL-DD-CI-03-01-958(D)-A SHEET 8 OF 8 D