Site planning risk brief

ERECTION OF AN EXTENSION OF THE EXISTING SINGLE STOREY DISCOUNT FOODSTORE, INCLUDING OFF-LICENCE USE, ON THE WESTERN ELEVATION PROVIDING 264SQ.M ADDITIONAL FLOOR AREA AND MINOR EXTENSION TO THE NORTHERN ELEVATION TO PROVIDE AN ANCILLARY MEETING ROOM, 22SQ.M ADDITIONAL FLOOR AREA. THE GROSSFLOOR AREA OF THE STORE WILL INCREASE FROM 1,436SQ.M (NET RETAIL AREA OF 990SQ.M) TO 1,722SQ.M (NET RETAIL AREA OF 1,254SQ.M). THE PROPOSED DEVELOPMENT INCLUDES A NEW CANOPY TO REPLACE EXISTING (WESTERN AND NORTHERN ELEVATIONS), NEW STORE ENTRANCE AND RELOCATION OF VINYL SIGN IN NEW ENTRANCE LOBBY (WESTERN) ELEVATION, THE RELOCATION OF EXISTING LED ILLUMINATED SIGN TO FRONT (NORTHERN) ELEVATION, AND MINOR AMENDMENTS OF THE CAR PARKING LAYOUT WITHIN THE SITE INCLUDING AN INCREASE IN CAR PARKING SPACES FROM 82 TO 90, THE RECONFIGURATION AND REPOSITIONING OF THE MAIN VEHICULAR ENTRANCE IN A WESTERLY DIRECTION ALONG CHESTNUT ROAD AND ALL ASSOCIATED LANDSCAPING AND SITE DEVELOPMENT WORKS

INTERNAL LAYOUT AND ALTERATIONS TO THE FRONT ELEVATION FOR THE INCLUSION OF SEATING AREA AND TOILET FACILITIES FOR DELI CUSTOMERS WITH ASSOCIATED SITE WORKS

CHANGE OF USE OF 2 NO. EXISTING COMMERCIAL OFFICE SPACES LOCATED AT FIRST AND SECOND FLOOR LEVEL TO USE AS 2 NO. 1 BEDROOM APARTMENTS INCLUDING ALL ANCILLARY AND ASSOCIATED WORKS

(1) CONSTRUCTION OF A NEW PUMPING STATION ON THE SITE OF THE EXISTING NAVENNY PUMPING STATION TO INCLUDE NEW PUMP SUMP WET WELL CHAMBER; PROVISION OF NEW 300MM MINIMUM DIAMETER STORMWATER OVERFLOW TO DIVERT ALL OVERFLOWS TO THE BURN DAURNETT, INCLUDING STORMWATER OVERFLOW MEASUREMENT; NEW ELECTRICAL CONTROL KIOSK; EXTENSIVE SITE WORKS INCLUDING FLOOD PROTECTION MEASURES, SCREENING, NEW BOUNDARY WALL WITH RAILINGS, NEW ENTRANCE AND LANDSCAPING; DECOMMISSIONING OF EXISTING PUMPING STATION ASSETS AND A TEMPORARY WORKING AREA (2) UPSIZING OF APPROXIMATELY 300M OF RISING MAIN FROM 150MM TO 200MM INTERNAL DIAMETER ON NAVENNY STREET, STARTING IN THE ROAD APPROXIMATELY 75M NORTHWEST OF THE PUMPING STATION ENTRANCE, TO THE INTERSECTION OF NAVENNY STREET AND CHESNUT ROAD (3) APPROXIMATELY 150M OF NEW 375MM DIAMETER GRAVITY SEWER FROM THE JUNCTION OF NAVENNY STREET AND CHESNUT ROAD TO AN EXISTING MANHOLE LOCATED ON CHESNUT ROAD. A NATURA IMPACT STATEMENT (NIS) ACCOMPANIES THIS APPLICATION

RAISING THE EXISTING STAIRWELL AT THE NORTH WEST CORNER OF THE RETAIL PREMISES SO THAT IT WILL PROVIDE ACCESS TO THE UPPERMOST FLOOR LEVEL OF THE BUILDING

A VARIABLE DISPLAY DIGITAL ADVERTISEMENT SIGN ON THE FRONT FACADE OF EXISTING OFFICE PREMISES