EXISTING CARRIAGEWAY

PAV-02B

Pavement Detail - Footpath (no vehicular access)

PAV-01A

40mm Surface Course

60mm Binder Course

200mm Base course

Min 150mm of granular type 1sub-base to SHW Clause 803. Minpavement construction thickness of450mm. Depth of sub-base andcapping layer to be adjustment to suitsite CBR values. See Table A2103.009.A for details

KB-01D

Kerb Detail - HB2 Concrete Kerb

Kerb foundation andbacking Concrete mix

ST2/C40

125x255mm precast concrete halfbattered kerb to BS7263:PT 1 1990

Wearing Course

Precast Concrete 305mm x 150mmBull Nosed Kerb

KB-02E

Kerb Detail - PCC 305mm x 150mm

KB-03F

TYPICAL BN DROPPED KERB CONSTRUCTION SCALE: 1:50 A1

Finished Level(footpath)

Finished level(asphalt)


PAV-03C

TYPICAL TACTILE PAVING CONSTRUCTION SCALE: 1:50 A1

400mm x 400mm x 50mmBlister Type Tactile Paving

(Buff)

50mm sand cement mix,(6:1)

Existing formation level,

100mm Type 1


Precast concretegully (450mm x

750mm) withST4

concrete bed andsurround

Gully cover slabClass A

Engineeringbricks tosupport

frame

Gully frame and gratting bedded with'Paco Patch'

GY-001G

TYPICAL 450mm GULLY CONSTRUCTION SCALE: 1:50 A1

20mm Surface Course

100mm Binder Course

Min 150mm of granulartype 1 sub-base to SHWClause 803. See TableA4 for details.

75 75

125

75

275

Pavement Detail - Commercial Road

18010mm Designation Mortar Mix


ST2/C40

Base CourseSub Base

75

75


ST2/C40


ST2/C40

600.001900.00

74.9

8

1300.00

EXISTING CARRIAGEWAY

TYPICAL 'S' TYPE RAMP SECTION

1:6

1:33 ASPHALT REGULATING COURSE

SAW CUT JOINTS

PC-001H

TYPICAL 'S' TYPE RAMP SECTION

YOUR ADDRESS

103.009.A

©

PROJECT

CONS

ULTIN

G LT

DIC

ARUS

SCALE: NTS

DETAIL SHEET 1

WELDONTRAFFICCALMING

2019

LOCATION

DRAWN BY: M LAWMAN

FOR

APP

RO

VAL

NORTH LODGEPUTTERIDGE PARKLUTONLU2 8LF

NOTES

DIMENSIONSThe contractor shall be responsible forthe verification of all dimensions both onthese plans and on site.

EXISTING SERVICESAll services shown on this plan are indicativeand the contractor shall be responsible forverifying both the horizontal and verticalalignment of all underground and overheadservices.

DRAWING ISSUESOnly drawings issued as PDF's or hardcopy willbe deemed to be a controlled copy. All otherforms of media including, dwg and dfx will beconsidered uncontrolled copies. The owner ofthese drawings will not accept any liability foran error arising from using such uncontrolledmedia.

COPYRIGHTThis drawing at its design is the property ofIcarus Consulting Limited and has beencompiled for the sole use of the client statedbelow. This drawing or design may not becopied or distributed in any from without theprior written consent of the owner.

CDM REGULATIONS 2015The client must abide by the ConstructionDesign and Management Regulations 2015.The client must appoint a contractor, if morethan one contractor is to be involved, theclient will need to appoint (in writing) aprincipal designer (to plan, manage andcoordinate the planning and design work) anda principal contractor (to plan, manage andcoordinate the construction and ensure thereare arrangements in place for managing andorganising the project).

REVISION

A 05.05.20 - initial issue

Documents

EXISTING CARRIAGEWAY