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Ral 17 0511 Rfi
From the archive FilesArchive.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-03-02 14:06.
3. Provide preliminary engineering designs of the access driveway to the house sites on
Lots 2 & 3 and the associated storm water system. The designs must be based on
the flood modeling of the site and be in accordance with QUDM providing for safe
access for pedestrians and vehicles.
3. Please refer to plans 1707-01E, 1707-03A, 1707-04A, 1707-05A showing layout
and long/cross sections for lots 2 and 3. The designs are based on site flood
modeling, refer to BSM report dated 21-2-18 section 3.6 page 12 showing safe
access and QUDM compliance. The velocity of flow and depth adjacent to
driveways is very low.
Access and Frontage Works
4. Provide additional detail (comment and plans) in regard to:
a. The suitability of the access to Lots 2 & 3 including sightlines and services.
b. The proposed access points for Lots 1 & 4.
c. The extent of frontage works (kerb and channel, footpath, road widening)
proposed by the applicant.
4. Please refer to the following:
a. The access for lots 2 & 3 was checked on site for adequate sight
visibility, refer to plan 1707-1E and notes below.
In the southbound approach to lot 2/3 driveway along Church Street,
cars stop at the intersection to cross Red street or turn into Church
street resulting in a low speed entry. We estimate southbound approach
speed to be 45km/h based on this and the speed environment of the
street. Based on AS2890.1 the required sight distance is 35m (domestic
minimum) to 40m desirable. With removal 2-3 of small trees that are
growing out on and angle towards road (see Figure 1 below
approximately 75mm diameter) there is 70m southbound visibility to
driveway which is above requirements. These trees will require clearing
for future footpath, and path will ensure sight visibility is maintained in
future.
The northbound approach has excellent visibility with 200m sight
distance.
Council policy prefers that driveways are located away from existing
services when possible. We have moved lot 2/3 driveway to avoid an
existing fire hydrant in the road reserve. Driveway finished level is at or
slightly above existing so there is no impact on cover to existing
services.
J:\HCE files 19-12-17\APROJECTS\1707 MJ 4 lots Pomona\CORROUT\RAL 17 0511.docx
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