Hong Kong Ordinances

SHENZHEN BAY PORT HONG KONG PORT AREA ORDINANCE - SCHEDULE 1

SHENZHEN BAY PORT HONG KONG PORT AREA

[section 3]

PART 1

AREA OF CLEARANCE AREA

Section I. Setting out coordinates of Clearance Area

coordinates reference No.
X coordinate
Y coordinate
remarks 1 15172.500 103655.000 2 14829.000 103655.000 3 14829.000 103635.000 4
13787.489 103635.000 5 13704.935 103513.075 6 13704.935 103017.000 7 14164.800
103017.000 8 14164.800 103235.660 9 14235.569 103427.917 Starting point of
circular curve 10 14239.958 103436.862 Mid-point of circular curve, radius =
48.25 m 11 14246.091 103444.715 End point of circular curve 12 14246.091
103591.249 Starting point of circular curve 13 14290.205 103593.687 Mid-point
of circular curve, radius = 1200.25 m 14 14334.379 103594.500 End point of
circular curve 15 14745.300 103594.500 Starting point of circular curve 16
14798.342 103580.722 Mid-point of circular curve, radius = 109 m 17 14837.975
103542.873 End point and starting point of circular curve 18 14864.926
103505.153 Mid-point of circular curve, radius = 351 m 19 14896.614 103471.314
End point of circular curve 20 14998.347 103376.131 Starting point of circular
curve 21 15052.372 103341.950 Mid-point of circular curve, radius = 171 m 22
15115.175 103330.000 End point of circular curve 23 15172.500 103330.000

Notes: 1. Coordinates System is based on Shenzhen Independent Coordinates
System.
2. The Clearance Area is 41.5654 hectares in size.
3. The setting out coordinates of the Clearance Area are shown in the map
titled “Setting out Coordinates of Clearance Area” (Map No. 2) in Part 3.

Section II. Vertical and horizontal limit of Clearance Area

   (a)  Vertically, the upper limit is set at an elevation of +60 m (National
        Vertical Datum 1985) and the lower limit is set at an elevation of
        –60 m (National Vertical Datum 1985), except for the link roads for
        passenger vehicles. As far as the link roads for passenger vehicles
        (the setting out coordinates being the coordinates of coordinates
        reference Nos. 12 to 15 in Section I of this Part, and X coordinate =
        14745.300, Y coordinate = 103635.000 and X coordinate = 14246.091, Y
        coordinate = 103635.000) are concerned, vertically, the upper limit is
        set at an elevation of +60 m (National Vertical Datum 1985) and the
        lower limit is set at an elevation of –10 m (National Vertical Datum
        1985).

   (b)  Horizontally, the boundary of the Clearance Area is set at the edge
        lines of the Clearance Area as defined by the setting out coordinates
        listed in Section I of this Part.

PART 2

AREA OF SHENZHEN SECTION OF SHENZHEN BAY BRIDGE#

# The Shenzhen section of the Shenzhen Bay Bridge comprises ramp A, ramp B,
ramp C, ramp D, ramp E (the ramps are collectively called “ramps A–E”)
and the bridge.

Section I. Setting out coordinates of bridge surface of Shenzhen section of
Shenzhen Bay Bridge

Setting out coordinates of ramp A

left edge line (in
direction of traffic flow) right edge line (in
direction of traffic flow)

coordinates reference No. X Y X Y
remarks

A1
13725.5845
103543.5725 Intersection with Red Line at Point 1

A2
13715.1943
103528.2270 Intersection with Red Line at Point 2

A3
13714.8996
103561.5008
13701.6906
103552.4718 R—160.000
L—96.753 Mid-point of circular curve

A4
13680.3748
103598.5028
13670.4534
103585.9503 End point of circular curve

A5
13628.3217
103628.1131
13622.1361
103613.3571 A—135.000
L—113.906 Mid-point of transition curve

A6
13574.7609
103646.8098
13569.9557
103631.5484 Starting point of circular curve

A7
13514.1286
103667.2778
13508.6703
103652.1845 Mid-point of circular curve

A8
13454.4295
103690.3266
13448.3290
103675.4811

R—1500.000
L—187.483 Merging point of ramp A

Setting out coordinates of ramp B

left edge line (in
direction of traffic flow) right edge line (in
direction of traffic flow)

coordinates reference No. X Y X Y
remarks

B1
13728.0207
103547.1705 Intersection with Red Line at Point 1

B2
13735.3053
103557.9294 Intersection with Red Line at Point 2

B3
13600.5721
103577.3648
13604.9604
103585.7951 Starting point of ramp B

B4
13634.9659
103561.5416
13638.5982
103570.3195
A—100.000
L—75.625 Mid-point of transition curve

B5
13671.8810
103549.5897
13673.9028
103558.8721 Starting point of circular curve

B6
13713.3351
103545.9403
13712.9663
103555.4331
R—160.000
L—81.047 Mid-point of circular curve

Setting out coordinates of ramp C

left edge line (in
direction of traffic flow) right edge line (in
direction of traffic flow)

coordinates reference No. X Y X Y
remarks

C1
13765.1448
103602.0000 Intersection with Red Line at Point 1

C2
13758.7125
103592.5000 Intersection with Red Line at Point 2

C3
13728.6083
103602.0000
13728.6083
103592.5000 Starting point of transition curve

C4
13692.6826
103602.1819
13692.5194
103592.6833
A—170.000
L—72.250 Mid-point of transition curve

C5
13656.7814
103603.7875
13656.0214
103594.3179 Starting point of circular curve

C6
13608.8226
103610.5795
13606.9167
103601.2726 Mid-point of circular curve

C7
13562.0546
103623.1862
13559.0246
103614.1823

R—400.000
L—98.097 End point of circular curve

C8
13530.4933
103635.1855
13526.8276
103626.4213 A—180.000
L—68.040 Mid-point of transition curve

C9
13499.6337
103648.8624
13495.6546
103640.2358 Starting point of circular curve

C10
13473.4995
103661.1094
13469.4185
103652.5306 Mid-point of circular curve

C11
13447.5089
103673.6582
13443.3290
103665.1272

R—2500.000
L—53.458 End point of ramp C

Setting out coordinates of ramp D

left edge line (in
direction of traffic flow) right edge line (in
direction of traffic flow)

coordinates reference No. X Y X Y
remarks D1 13272.0320 103728.0355 13279.4428 103742.2722 Starting point of
ramp D D2 13356.3972 103684.1196 13363.8080 103698.3563 D3 13485.7955
103616.7620 13496.9011 103638.0966 D4 13592.2377 103561.3540 13604.9604
103585.7951 D5 13599.6484 103575.5904 D6 13704.9351 103502.6899 Intersection
with Red Line at Point 1 D7 13704.9351 103513.0748 Corner point of Red Line D8
13708.7946 103518.7750 Intersection with Red Line at Point 2

Setting out coordinates of ramp E

left edge line (in
direction of traffic flow) right edge line (in
direction of traffic flow)

coordinates reference No. X Y X Y
remarks E1 13289.8549 103762.2745 13282.4440 103748.0378 Starting point of
ramp E E2 13399.9956 103713.9716 13388.8863 103692.6298 E3 13452.9504
103690.9344 13441.8885 103665.8335 E4 13454.4295 103690.3266 13443.3290
103665.1272 End point of ramp E

Setting out coordinates of the bridge

left side when viewed in
direction from Shenzhen
towards Hong Kong right side when viewed in
direction from Shenzhen
towards Hong Kong
remarks

coordinates reference No. X Y X Y

1
13289.8549
103762.2745
13272.0320
103728.0355 Starting point of the bridge

2
13062.1908
103880.7845
13044.3678
103846.5456 Starting point of circular curve 3 12984.6664 103922.2340
12976.9429 103908.1645

4
12973.8151
103902.4666
12966.0916
103888.3970 Starting point of non-navigational channel bridge 5 12601.9866
104161.4909 12592.7203 104148.3860 6 12588.9675 104143.0788 12579.7012
104129.9739 Mid-point of circular curve 7 12252.1895 104439.5474 12241.5128
104427.5637

8
12237.1889
104422.7105
12226.5121
104410.7267 End point of non-navigational channel bridge 9 12249.8684
104441.6170 10 12239.6169 104429.2539 11 12235.4652 104424.2470 12 12225.2138
104411.8839
Boundary line between Hong Kong and Guangdong 13 12183.9276 104501.8003
12172.9756 104490.0676 14 12168.5402 104485.3160 12157.5883 104473.5833

R—4000.000
L—1084.173 End point of circular curve

Notes: 1. Coordinates System is based on Shenzhen Independent Coordinates
System.
2. L is the arc length, R is the radius, A is the parameter of the curve;
units are in metres.
3. Red Line is the boundary line of the Clearance Area as defined by the
setting out coordinates listed in Section I of Part 1.
4. The setting out coordinates of ramps A–E and the bridge are shown in the
map titled “Setting out Coordinates of Bridge Surface of Shenzhen Section of
Shenzhen Bay Bridge” (Map Nos. 3 and 4) in Part 3.

Section II. Vertical and horizontal limit of Shenzhen section of Shenzhen Bay
Bridge

   (a)  Ramps A–E: Vertically, the upper limit is set at an elevation of +60
        m (National Vertical Datum 1985) and the lower limit is the bottom
        parallel edge lines of the bridge box girders.

   (b)  The bridge: Vertically, the upper limit is set at an elevation of +160
        m (National Vertical Datum 1985) and the lower limit is the bottom
        parallel edge lines of the bridge box girders.

   (c)  Horizontally, the boundary of the Shenzhen section of the Shenzhen Bay
        Bridge is set at 3 m from the outermost left and right edge lines of
        the Shenzhen section of the Shenzhen Bay Bridge as defined by the
        setting out coordinates listed in Section I of this Part, and includes
        the gap between the 2 bridge box girders of the non-navigational
        channel bridge.

PART 3

MAPS