Proposed Site Plan
Summary
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Schedule of Accommodation
| Plot No. | Dwelling Area in m² | Tool Store Area in m² | Plot Area in m² | Parking Spaces |
|---|---|---|---|---|
| 1 | 99 | 7.2 | 351 | 2 |
| 2 | 99 | 7.2 | 351 | 2 |
Site Notes
General
scan for sub-terranean services prior to excavation works.
Materials
all external facing & roofing materials are subject to the written approval of the local planning authority (LPA).
Hard & Soft Landscaping Design
the hard & soft landscaping design layout is to be provided by a specialist consultant & will require the written approval of the LPA. the details shown on this drawing are notional & intended for generic indication purposes only
Services (below & above ground)
redundant services are to be removed to a point as close to the distribution trunk main as possible, cap off, & make safe to the satisfaction of the service provider/building control. live active services are to be re-routed accordingly.
the appointed building contractor will be prepared to negotiate, re-route & repair if necessary any unmarked services discovered upon commencement of excavation works
Levels & Setting Out
finished levels & setting out to be determined & executed by contractor on site. levels shown are for guidance only. Refer to Topographical survey drawing for all existing levels
Trees
all retained trees are to be protected during construction in accordance with with BS 5837 1991, and the method statement and arboricultural report produced by barrell tree care arboricultural consultants ltd
Lighting
provide adequate unobtrusive lighting to parking areas & main access routes, activated during the hours of darkness. the installation is to be designed by a specialist consultant and approved by the LPA
Disabled Access
- the external approach to the main entry doors will be firm, level (cross falls of or greater than 1:20 are deemed as level) & relatively smooth & be at least 900mm wide. mortar joints between slabs or paviors will be pointed flat. adjoining landscapes such as branching paths or driveways will be flush at the adjoining surface. if ramped approaches are to be used due to the topography of the site, they are to be no steeper than 1:15. ramps longer than 10M shall have top, bottom & intermediate landings (if required), of a length of no less than 1.2M. if a stepped approach is to be used due to the topography of the site, the stair width must be at least 900mm wide, the rise of the flight between landings must not be more than 1.8M, the uniform rise of each stair must be between 75 & 150mm, with a going of no less than 280mm, the top of each riser is to be provided with suitable step nosing (bullnose) profile
- an access ramp with top landing (or level access) will be provided at the main entry door to each dwelling. top landing gradients are to be 1:20 or greater. the gradient shall be no less than 1:12 & less than 5M in length. the adjoining abutment detail will be constructed in a way that does not compromise the DPC or the weatherproof integrity of the front door.
Soakaways/Land Drainage
design brief (including sizing) in accordance with geo-technical engineers details & BRE specification 365. to be of proprietary concrete hollow ring design, or plastic modular crate system by marley, polypipe or similar approved. ideally they are to be sited a minimum of 5 meters away from any building or roadside boundary, & at least 1 meter away from a public sewer. all units are to made accessible for cleaning. the minimum size for surface water pipework below ground is to be 110mm, & the minimum fall is 1:100. driveways are to be graded to fall to gullies. ensure all hard paved areas are adequately drained of surface rainwater either naturally through swales, use of permeable hard paving or collection gullies, connected to site soakaway's.
Notes
note: level data of new connection derived from information provide by Wessex water, & externally surveyed locations of upstream & downstream manholes. further investigations required. TBC on site
- NEW CONN:
- CL: 56.00; IL: 54.41
- NEW MH:
- CL: 56.10; IL: 55.30
- NEW MH:
- CL: 56.05; IL: 54.94
NOTE: incoming utility services from ringwood road to be routed alongside outgoing foul sewer. UTILITY PROVIDERS TO CONFIRM FEASIBILITY
soakaways within SUDS scheme in accordance with geo-tech engineers' details
provide bat/bird boxes & hedgehog domes in accordance with ecologists requirements.
Site Plan
SITE PLAN @ 1:200
Legend
- INDICATIVE HARD PAVED AREAS
- NEW 1.2M POST & RAIL FENCE
- INDICATIVE TURF AREAS
- NEW 1M POST & RAIL FENCE
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Revisions / Amendments
REV BY DATE DESCRIPTION
General Notes
Original scale size 100mm-this drawing may have been reduced
scaling for reference only, written dimensions shall govern
copyright APS ltd. all rights reserved. this drawing may not be copied or re-used in whole or in part, without the written consent of APS ltd.
Drawing Information
- Site:
- IN BURLEY
- Client:
- NFNPA AUTHORITY
- Revision:
- DWG. Title:
- AS PROPOSED SITE PLAN
- Project:
- 2 NEW-BUILD SEMI-DETACHED DWELLINGS LAND ADJACENT TO COUNCIL CAR PARK
- DWG. Status:
- DWG. No.
- P574/12/03
- Date:
- FEB 2018
- Checked by:
- SA, WL
- Scale:
- 1:100 & 1:50
Surfacing / Finishes
- PERMEABLE CRUSHED LIMESTONE DRIVEWAY SURFACING
- RESIN BONDED GRAVEL 1 2 FINISH
- PERMEABLE 5-20mm CRUSHED LIMESTONE DRIVEWAY SURFACING.
- 1 2 RESIN BONDED GRAVEL FINISH
- INDICATIVE PLANTING
- NEW FOUL SEWER
- HEDGEHOG DOME TO ECOLOGISTS DETAILS