Appendix CEngineering drawings and

RPEQ Certification

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NOT TO SCALE

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PM 183074

RM1-Reo Barin Concrete

RM2-GIN inConcrete

RM3-Reo Barin Concrete

RM4-GIN inBitumen

RM4-GIN inBitumen

E

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CULVERT SCHEDULECULVERT SIZE No. OFF

900x300 (15 DEG SKEW) 4900x300x2400 LG 35

900x600 (15 DEG SKEW) 3900x600x1200 LG 1900x600x2400 LG 16

900x900 (15 DEG SKEW) 6900x900x2400 LG 24

CULVERT SETOUTSETOUT PT. EASTING NORTHING IL

A 406456.988 8025650.055 IL 2.110B 406459.154 8025651.090C 406464.400 8025658.742 IL 1.971D 406472.014 8025756.441E 406471.464 8025758.076 IL 1.175F 406443.033 8025787.755G 406441.487 8025788.435 IL 0.900H 406426.996 8025788.747J 406425.461 8025789.422 IL 0.520K 406412.082 8025803.387 IL -1.890

CULVERT TYPETYPE SIZE (WIDTHxDEPTH) LID

TYPE 1 900x300 x 1200 LG NTYPE 2 900x300 x 2400 LG NTYPE 3 900x300 x 15Á SKEW NTYPE 4 900x600 x 2400 LG N

TYPE 4A 900x600 x 1200 LG NTYPE 4B 900x600 x 2400 LG YTYPE 5 900x600 x 15Á SKEW NTYPE 6 900x900 x 15Á SKEW N

TYPE 6A 900x900 x 15Á SKEW YTYPE 7 900x900 x 2400 LG N

TYPE 7A 900x900 x 2400 LG Y

CB A

D

E

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G

F

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CAR PARK REVETMENT

CHAINAGE M min M 15% M 50% M 85% M max dn 50 LAYER THICKNESS

PRIMARYARMOUR

0 - 30 2.8T 3.1T 3.5T 4.2T 5T 7.1m 2.2m30 - 100 0.8T - 1.0T - 1.4T 0.7m 1.4m

100 TO END 400T - 500T - 700T 0.6m 1.2mSECONDARY

ARMOUR 0 - END 50T - 100T - 200T 0.35m 0.7m

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R10

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PILE CO-ORDINATESPILE No EASTING NORTHING

6-Y 405400.505 8026173.9777-X 405396.464 8026176.0557-Y 405399.758 8026176.8988-S 405353.764 8026169.4668-T 405363.065 8026171.8468-U 405371.929 8026174.1148-V 405380.794 8026176.3828-W 405389.658 8026178.6508-Y 405398.523 8026180.9179-S 405352.984 8026172.5189-T 405362.222 8026175.1409-U 405371.087 8026177.4089-V 405379.951 8026179.6769-W 405388.816 8026181.9439-Y 405397.680 8026184.211

BR-P 405457.394 8026133.236BR-S 405409.617 8026272.680

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ACCESS JETTY NAVIGATION BEACONS

PILE NUMBER 9 -S 8-S 9-T 8-T 9-U 8-U 9-V 8-V 9-W 8-W 7-X 9-Y 8-Y 7-Y 6-Y BR-S BR-P

PILE SIZE OD x WALL TH (mm) 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7 762 x 12.7

STEEL GRADE (REFER NOTES) Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350 Gr350

PILE RAKE VERTICAL 1:6 VERTICAL 1:6 VERTICAL 1:6 VERTICAL 1:6 VERTICAL 1:6 VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL

CUT-OFF LEVEL (RL AHD) 4.1 3.5 4.1 3.5 4.1 3.5 4.1 3.5 4.1 3.5 3.5 4.1 3.5 3.5 4.1 4.1 4.1

MINIMUM TOE LEVEL (RL AHD) -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0 -15.0

PROVISIONAL PILE LENGTH "Lp" (m) 20.6 20.3 20.6 20.3 20.6 20.3 20.6 20.3 20.6 20.3 20.0 20.6 20.0 20.0 20.6 20.6 20.6

PROVISIONAL COATED LENGTH (m) 11.8 11.3 11.8 11.3 11.8 11.3 11.8 11.3 11.8 11.3 11.2 11.8 11.2 11.2 11.8 11.8 11.8

APPROXIMATE BED LEVEL (RL AHD) -3.0 -3.0 -3.2 -3.2 -3.4 -3.4 -3.6 -3.6 -3.8 -3.8 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0 -4.0

MINIMUM DRIVEN LENGTH (m) 12.0 12.0 11.8 11.8 11.6 11.6 11.4 11.4 11.2 11.2 11.0 11.0 11.0 11.0 11.0 11.0 11.0

ACTUAL TOE LEVEL (RL LAT)

PILE DYNAMIC TESTING YES YES

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C

D

H

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A

B

EF G

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3.4m

3.4m TYP

3.2m

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SECTION HCD-JE-031:100

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SECTION GCD-JE-031:100

SECTION FCD-JE-031:100

SECTION ECD-JE-031:100

SECTION DCD-JE-031:100

SECTION CCD-JE-031:100

SECTION ACD-JE-031:100

SECTION BCD-JE-031:100

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MARINE BOLLARD TABLE

PILE No RL (m) No OF BOLLARDSON PILE

S9 +3.26 1

T9 +3.26 2

U9 +2.83 2

V9 +2.40 2

W9 +1.98 2

Y9 +1.60 1

Y6 +1.12+3.26 2

A-

B-

A

B

0

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Y W V U T

9

12

3

6

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S

8

7

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X

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T S

U T

9

8

9

8

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B A

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B-

SIMILARA-1:10

Y

W

9

8

9

8

X

7

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A

B

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0

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0

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0

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B

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