GENERAL NOTES
TELECOMS
WATER
GAS
CABLE TV
ELEC HV
ELEC LV ALT POSN
OUTSIDE STOP VALVE
CARRIAGEWAY
1.
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AS APPROPRIATE.
2.
ALL SETTING OUT COORDINATES AND LEVELS ARE BASED ON THE ORDNANCE SURVEY
GPS DATUM AS INDICATED.
3.
ALL SETTING OUT DETAILS SHALL BE VERIFIED ON SITE WITH THE ENGINEER. THE ENGINEER
MAY REQUIRE MINOR AMENDMENT TO THE SETTING OUT AND/OR LEVEL DETAILS TO
ENSURE PROPER TIE IN TO THE EXISTING CARRIAGEWAY AND/OR FOOTWAYS.
4.
NO PRIVATE SURFACE WATER RUN OFF SHALL DISCHARGE ONTO THE PUBLIC HIGHWAY.
5.
PRIVATE DRAINAGE AND EXTERNAL WORKS SHALL COMPLY WITH PART H OF THE
BUILDING REGULATIONS AND ALL ASSOCIATED BRITISH STANDARDS (BSEN WHERE
APPLICABLE) AND NHBC GUIDELINES.
6.
ALL WORK WITHIN THE PUBLIC HIGHWAY WILL BE CARRIED OUT IN ACCORDANCE WITH
THE REQUIREMENTS AND SPECIFICATION OF NORFOLK COUNTY COUNCIL. NO WORK
SHALL BE UNDERTAKEN WITHIN THE PUBLIC HIGHWAY UNTIL A LICENSE HAS BEEN ISSUED
BY NORFOLK COUNTY COUNCIL.
7.
ALL PROPOSED ADOPTABLE SEWERS (EXCLUDING HIGHWAY DRAINS) AND ALL WORKS
TO THE EXISTING PUBLIC SEWERS SHALL BE CARRIED OUT STRICTLY IN ACCORDANCE WITH
THE WATER AUTHORITIES ASSOCIATION SPECIFICATION "SEWERS FOR ADOPTION 6TH
EDITION" AND THE REQUIREMENTS OF THE WATER AUTHORITY .
8.
ALL GULLIES, GULLY CONNECTIONS AND HIGHWAY DRAINS TO BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF NORFOLK COUNTY COUNCIL HIGHWAY
AUTHORITY.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ANY
EXISTING STATUTORY UTILITIES, ALONG WITH ANY ADOPTABLE AND PRIVATE DRAINAGE
THAT MAY BE AFFECTED BY THE PROPOSED WORKS. IDENTIFICATION SHOULD SHOULD BE
CARRIED OUT BY MEANS OF EITHER A CAT SCAN OR HAND DUG TRIAL HOLES. ANY
DAMAGE TO EXISTING PLANT OR EQUIPMENT SHALL BE REPAIRED AT THE CONTRACTORS
EXPENSE.
PUBLIC UTILITIES - PREFERRED LAYOUT IN FOOTWAY
NOT TO SCALE
NOTES
2.75m MINIMUM
EXTENT OF VEHICLE ENTRANCE
EXTENT OF CROSSING CONSTRUCTION
50x150 PRECAST CONCRETE EDGING
TO BSEN 1340:2003. (TYPE EF)
1.
PREFERRED LAYOUT FOR MAINS IN AN 2000mm MINIMUM WIDTH FOOTWAY FOR
NEW WORKS, (WHERE THIS WIDTH IS TO BE PROVIDED AS PART OF THE APPROVED
LAYOUT).
2.
ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH NJUG GUIDELINES.
3.
THE CONTRACTOR'S ATTENTION IS DRAWN TO THE ECONOMIC ADVANTAGES OF
UTILISING "COMMON-TRENCHING" TECHNIQUES FOR INSTALLATION OF SERVICES IN
FOOTWAYS WHEREVER PRACTICABLE.
4.
THE MINIMUM DEPTH OF ANY SERVICE UNDER THE LOCATION OF A PROPOSED NEW
ACCESS SHALL BE 850mm TO THE CROWN OF THE DUCT/PIPE.
5.
THE CONTRACTOR WILL ENSURE THAT THE SERVICE BOXES TO THE PUBLIC UTILITIES
PLANT ARE ORIENTATED SO THAT THEY ARE IN LINE WITH ANY BLOCKWORK AREAS,
AVOID DROPPED KERBS (OF ANY TYPE) AND ARE IN GENERAL STRAIGHT TO THE
KERB LINE.
6.
SERVICES ARE TO BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE RELEVANT STATUTORY AUTHORITIES.
10. SITE CLEARANCE. EXISTING TREES, BUSHES AND SHRUBS SHALL ONLY BE REMOVED,
INCLUDING GRUBBING UP OF ALL ROOTS, WITH THE PRIOR AGREEMENT OF THE
ENGINEER. TRIMMING AND LOPPING OF EXISTING TREES SHALL ONLY BE CARRIED OUT BY
AN EXPERIENCED TREE SURGEON AND APPROVED BY THE ENGINEER.
11. PRIOR TO COMMENCEMENT OF WORKS PLEASE REFER TO THE PRE-TENDER &
CONSTRUCTION PHASE HEALTH AND SAFETY PLANS FOR FURTHER INFORMATION.
300
EXISTING PAVING
150
CONSTRUCTION AS
TYPICAL SECTION
PRECAST CONCRETE DROPPER
KERBS TO BS EN 1340:2003
CONSTRUCTION (DESIGN AND MANAGEMENT) REGULATIONS 2007
PRECAST CONCRETE DROPPER KERBS TO BS EN 1340:2003
125x255 PRECAST
CONCRETE KERB TO BSEN
1340:2003. (TYPE HB2)
HOT POURED 50 PENETRATION
BITUMEN PAINTED TO SURFACE
OF JOINT PRIOR TO LAYING
SURFACING
125x255 PRECAST CONCRETE
KERB TO BSEN 1340:2003.
DESIGNERS HAZARD INFORMATION FOR CONSTRUCTION
IF YOU DO NOT UNDERSTAND THE RISKS INVOLVED DURING THE CONSTRUCTION
OF ITEMS INDICATED ON THIS DRAWING PLEASE CONSULT YOUR MANAGER,
SAFETY ADVISOR CDM COORDINATOR OF A MEMBER OF THE DESIGN TEAM.
UNDER NO CIRCUMSTANCE SHOULD YOU PROCEED UNTIL YOU FULLY
UNDERSTAND THE RISKS INVOLVED.
UTILITY SERVICES TO BE LOCATED
LIVE TRAFFIC FLOW
CONSTRUCTION TRAFFIC
DEEP EXCAVATION - COLLAPSE / FALLING
LIVE SEWERS - FLOWS / LEPTOSPIROSIS
MANUAL LIFTING / HANDLING
HOT MATERIAL WORKING
CUTTING / DUST
40mm MIN. DEEP SAW CUT
THROUGH EXISTING CONSTRUCTION
TO FORM NEAT JOINT
3.66m MINIMUM WIDTH AT KERB
4 No. 125x150 PRECAST CONCRETE KERB TO BSEN 1340:2003. (TYPE BN)
TYPICAL DETAIL TIE-IN BETWEEN NEW & EXISTING
BITUMINOUS CONSTRUCTION
SCALE 1:10
PLAN
SEE HIGHWAY GENERAL ARRANGEMENT FOR ENTRANCES
ELEVATION
CL
CL
TYPICAL KERB ARRANGEMENT OF VEHICULAR CROSSING
SCALE 1:20
BITUMINOUS DETAIL AROUND
CARRIAGEWAY MANHOLE
CL
IL
DROPPED KERB DETAIL
FULL HEIGHT KERB DETAIL
SCALE 1:10
SCALE 1:10
EDGING DETAIL
SCALE 1:10
KERB DETAIL TIE-IN TO EXISTING CARRIAGEWAY
BL
SCALE 1:10
BLOCKWORK DETAIL AROUND
CARRIAGEWAY MANHOLE
150
400
6
Create Consulting Engineers accept no responsibility for any unauthorised amendments
380
REV
DATE
INCLUDED DETAILS AROUND MANHOLES
TH
AMENDMENT DETAILS
40
D.
RA
16
24 Nov 2014
TYPICAL SECTION THROUGH
DROPPED CROSSING
SCALE 1:10
20141935
TACTILE SLAB DETAIL
SCALE 1:10
DRAWN APPROVED
ROAD GULLY DETAIL
(NTS)
HIGHWAY DRAINAGE CATCHPIT
SCALE 1:20
PROJECT
DATE
LAND OFF SIRE WILLIAM'S LANE
AYLSHAM
NORFOLK
SCALE(S)
DRAWING STATUS
10.07.14
TENDER
DESIGNED
DRAWING TITLE
ADOPTABLE HIGHWAY STANDARD
DETAILS
SHEET 1 OF 2
JOB No
CLIENT
DRAWING No
DAVID WILSON HOMES
GH
DRAWN
GH
TH
CHECKED
APPROVED
GH
GH
633
500/060
REVISION
A
DO NOT SCALE
12.09.14
50
SEE BELOW
A
ORIGINAL SHEET SIZE - A0 Landscape
400