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Appendix F - engineering report
Attached to the e-mail MCU15/0111 & REC15/0031 Development Application F - Engineering report Email 7 of 8.
PROPOSED EDGE RESTRAINT KERB
PROPOSED STORMWATER DRAINAGE
PROPOSED ROOFWATER DRAINAGE
— —sv0—= — —ssb-— — EXISTING STORMWATER DRAINAGE
SOOO DESIGN SURFACE CONTOUR (0.20m INTERVAL)
nen EXISTING SURFACE CONTOUR (0.50m INTERVAL)
FOR STORMWATER
BASIN DETAILS REFER
B14158.W DRAWINGS
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EXISTING STORMWATER —
DRAINAGE TO BE PIPED
THROUGH THE DEVELOPMENT
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CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES
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‘AMENDMENT DETAILS: SURVEYOR: KEN HICKS & ASSOCIATES
aap 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT CONSULT AUSTRALIA ROADWORKS AND DRAINAGE
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