Notes:
Pile Schedule
Tree protection zone.
Pile No. Capacity Cut Off
Level
8560
Proposed gate piers to be
supported on concrete slab.
650
150kN
74.775
2
150kN
74.775
3
150kN
74.775
4
150kN
74.775
5
150kN
74.775
6
150kN
74.775
7
150kN
74.775
8
150kN
74.775
500
500
500
SSL=74.950
100mm high concrete
kerb with gaps for
outlets @ 1m centres.
2494
2494
1950
500
100
500
100
350
100
B
650
1
2494
1.
Do not scale from this drawing.
2.
All dimensions are in mm unless otherwise
specified.
3.
In case of any discrepancies in drawings or details
refer to engineer for clarification. Unilateral
decisions by the contractor will not be accepted.
4.
This drawing is to be read in conjunction with all
related Architects, Consultants & Sub-Contractors
drawings and specifications.
5.
The Contractor is to ensure that all design drawings
and information are read concurrently and any
discrepancies or omissions reported directly to
Aventus Design.
6.
This Drawing to be read in conjunction with
foundation construction details.
7.
All dimensions are based on Architects Layout
Drawings and shown to centre lines of foundations.
8.
Refer to Concrete Specification for mix designs.
9.
All piles to be in accordance with the Engineers
Specification - Max working Load = 150kN.
10. Piles shall be designed by the piling specialist, for
the Engineers approval. Refer to to Site
Investigation Report for design parameters.
500
11. Pile design length shall not be altered on site
without the Engineers approval.
SSL=75.000
13. All piles shall be constructed within a location
tolerance of +/- 75mm on plan.
4355
SSL=74.950
A
500
2185
2355.5
500
16. This drawing to be read in conjunction with pile
specification.
650
100
17. Refer to soils report by ????. REF: ??? dated ??? to
confirm soil conditions. Any differing conditions
shall be reported to the Engineer for his
instructions.
Proposed gate piers to be
supported on concrete slab.
500
700
SSL=74.950
15. Pile design details & calcs to be submitted to
Engineer 14 days prior to piling for comments.
SUITABLE FOR
CONSTRUCTION
TRAFFIC AND FIRE
APPLIANCE ETC.
1950
100mm high concrete
kerb with gaps for
outlets @ 1m centres.
14. Top 3m of pile shall be ignored in design.
500
300
2355.5
250mm to 300mm thick Piled RC Slab on 60mm thk
Clayboard void former - wrapped in polythenene and
saturated after slab has cured to provide 50mm void.
2355.5
NOTE:
CONCRETE SLAB
DESIGNED FOR LIVE
500
3900
A
12. Maximum pile diameter to be 300mm.
SSL=74.950
B
650
Tree protection zone.
Reinforced Structural
Concrete.
C32/40
Max. water/cement ratio = 0.55
Slump = 75mm
8000
Slab Plan
Sulphates have been determined as class
DS-? for design purposes in accordance
with BRE Special Digest 1 (2001). Buried
Concrete to be in accordance with
ACEC Site Class AC-?.
Scale 1:25
NOTE:
BOTTOM OF SLAB TO BE
LEVEL. TOP OF SLAB TO
SLOPE 1:40 TOWARDS EDGES.
IN NO CIRCUMSTANCES
SHOULD EXCAVATIONS BE
LEFT OPEN OVERNIGHT OR
FOR LONG PERIODS OF TIME.
Proposed gate piers to be
supported on concrete slab.
3900
250mm thk RC Slab with
1:40 slope towards edges
- See plan.
SSL=75.000
SSL=75.000
Bars bent over into slab by Main
Contractor 450mm minimum
anchorage - (Typical.)
100
DATE
-
-
DESCRIPTION
CHK APP
Aventus Design Ltd
Unit 5 - Leaches Farm
Business Centre
Bicester Road
Kingswood, Aylesbury
Bucks HP18 0RF
Tel: 01296 770066
Fax: 0870 7066007
-
Civil & Structural Engineers
Email: mail@aventusdesign.co.uk
Web: www.aventusdesign.co.uk
60
Ex. GL=74.700
60
Ex. GL=74.700
-
REV.
350
SSL=74.950
100
100
60mm thk Clayboard void former wrapped in polythenene and saturated after
slab has cured to provide 50mm void.
250
250
60mm thk Clayboard void former wrapped in polythenene and saturated after
slab has cured to provide 50mm void.
100
250mm thk RC Slab with
1:40 slope towards edges
- See plan.
Boundary line.
PRELIMINARY ISSUE
Max. Aggregate size = 20mm
2m high close boarded timber
fence with gravel board.
SSL=74.950
Drawing
Status
Piles behind shown indicatively.
Existing ground
level 50mm turf
layer to be removed.
500
500
Mr Amar Hyare
Existing ground
level 50mm turf
layer to be removed.
500
Woodside
500
Horse Gate Ride
Ascot, SL5 9LS
Site Entrance Slab Details
Section A - A
Section B - B
Scale 1:25
Scale 1:25
H775 - 350
-
1:25 @ A1
PP
July '15
-
-
-
-