Pearl and Elm St - Planning Report · MCU21/0117.01

23098/SKO2 B Concept Bulk Earthworks Plan Sectionsas 18.01.24
prepared by Morgan Consulting Engineers

23098/SK20 D Concept Services Plan as prepared by ‘Aug. 23
Morgan Consulting Engineers

23BRTO591-01 B Swept Path Analysis, prepared by TTM 20/12/23
Consulting

23098 -SBSMP/2 2 Site Based Stormwater Management Plan at 17 Jan 2024

5 Pearl Street Cooroy as prepared by Morgan
Consulting Engineers

4.9 Proposed to delete condition 50

It is proposed to delete condition 50 as the stormwater management plan has been amended to
incorporate a new management regime and the condition is no longer required. The roof runoff is
discharged onto the ground where it sheet flows to the northeast corner of the site maintaining pre-
development flow conditions and is a lawful point of discharge.

SITE SPECIFIC CONDITIONS

 

 

4.10 Proposed change to condition 97

Proposed to change condition 97 to reflect the MCU condition.
Landscaping
A slight change to the driveway layout requires an amendment to condition 29 to read as follows.

29. A dense 2m minimum landscaped setback to the full length of the site's frontage to Pearl

Street (excluding access, fence and bin enclosure).

a. A dense 2m minimum landscaped setback to the full length of the site’s frontage to Elm
Street.
b. A dense Im minimum landscaped setback to all side boundaries (excluding stormwater

infrastructure bir-enclesure-area-for U5-UF).

c. The provision of 3 new street trees in accordance with PSP 2 — Landscaping.

RG Strategic Planning Report — Minor Change Application 12