to this drawing. Only figured dimensions are to be worked ...
1
NOTES 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. OUTSIDE STOP VALVE BOUNDARY LAMP STANDARD 1060 750 250 500 GAS 380mm CARRIAGEWAY PUBLIC UTILITIES - PREFERRED LAYOUT IN FOOTWAY SCALE 1:20 2000 1820 1650 1355 350 ELEC LV ALT POSN ELEC HV CABLE TV WATER TELECOMS SCALE 1:10 RAMP DETAIL 125x225 PRECAST CONCRETE CONSERVATION KERB TO BS EN 1340:2003 (TYPE BN). 300 300 200 FOR CONSTRUCTION INFORMATION SEE RAISED TABLE DETAILS C20 CONCRETE BED AND BACKING REGULATING COURSE NORMAL ROAD SURFACE SURFACE COURSE AS PER CARRIAGEWAY CONSTRUCTION DETAIL 10 MAX 1 50 150 75 ST2 CONCRETE BED AND BACKING EDGING DETAIL (EF) SCALE 1:10 145 x 255 CONSERVATION KERB DETAIL SCALE 1:10 145x255 PRECAST CONCRETE SILVER GREY CONSERVATION KERB BY MARSHALLS TO BS EN 1340:2003 ST2 CONCRETE BED AND BACKING 160 50 75 375 125 150 175 75 100 TYPE 1 GRANULAR SUB-BASE SAXON GREY 63x150 PRECAST CONSERVATION EDGING TO BS EN 1340:2003 SCALE 1:10 50 ST2 CONCRETE BED AND BACKING DROPPED CONSERVATION KERB DETAIL 145x145 PRECAST CONCRETE CONSERVATION CENTRE STONE KERB TO BS EN 1340:2003 95 375 145 150 175 75 0-6mm kERB FACE SHOULD ONLY BE USED AT TACTILE CROSSING ALL OTHER CROSSINGS SHOULD HAVE 25mm KERBFACE. TYPE 1 GRANULAR SUB-BASE NOTES: 1. ALL CONSERVATION KERBS SHOULD BE SILVER GREY CONSERVATION KERBS AS SUPPLIED BY MARSHALLS WIDTH VARIES 1:40 GREENWAY FOOTWAY/CYCLEWAY CONSTRUCTION SCALE 1:20 PCC EDGING (EF) REFER TYPICAL DETAIL NOTES: SCALE 1:20 SURFACE COURSE 20mm THICK AC6 DENSE SURF 100/150 TO BS EN 13108 LAID AND COMPACTED TO BS EN 594987:2007. BINDER 50mm THICK AC20 DENSE BIN 100/150 TO BS EN 13108 LAID AND COMPACTED TO BS EN 594987:2007. BASE 150mm THICK TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803, TABLE 8/2. SUBGRADE BELOW FOOTWAYS TO BE TREATED WITH GRANULAR WEED KILLER PRIOR TO LAYING OF SUB-BASE TO OXFORDSHIRE COUNTY COUNCIL REQUIREMENTS. F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BE EXCAVATED BACK TO GOOD GROUND AND FILLED WITH FULLY COMPACTED TYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FOR HIGHWAY WORKS CLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR. 125x255 PRECAST CONCRETE CONSERVATION KERB WITH 160mm UPSTAND (HB2) REFER TYPICAL DETAIL WIDTH VARIES PCC EDGING (EF) REFER TYPICAL DETAIL 1:40 NOTES: SURFACE COURSE PAVING SLABS TO BE BUFF SURFACE UNLESS NOTED OTHERWISE ON LAYOUT DRAWING BASE 30-50mm MORTAR BED SUB-BASE 150mm THICK TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803, TABLE 8/2. SUBGRADE BELOW FOOTWAYS TO BE TREATED WITH GRANULAR WEED KILLER PRIOR TO LAYING OF SUB-BASE TO OXFORDSHIRE COUNTY COUNCIL REQUIREMENTS. F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BE EXCAVATED BACK TO GOOD GROUND AND FILLED WITH FULLY COMPACTED TYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FOR HIGHWAY WORKS CLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR. FOOTWAY CONSTRUCTION SCALE 1:20 NOTES: SURFACE COURSE 40 mm THICK HRA 30/14 SURF 40/60 TO BSEN 13108 LAID AND COMPACTED TO BS EN 594987:2007 WITH 20mm PRE COATED CHIPPINGS GREY GRANITE (GREY BASALT FOR SECONDARY STREET) TO COMPLY WITH BS EN 13108-4 HAVING A MINIMUM PSV 55. BINDER COURSE 60 mm THICK AC20 DENSE BIN 40/60 PEN TO BS EN 13108 LAID IN 2 LAYERS AND COMPACTED TO BS 594987:2007. BASE COURSE 130 mm THICK AC32 DENSE BASE 40/60PEN BS EN 13108 LAID AND COMPACTED TO BS 594987:2007. SUB-BASE TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803 TABLE 8/2. FOR DEPTHS SEE GRAPH. NOTES: BOND COAT TO BE APPLIED BETWEEN ALL LAYERS OF ASPHALT IN ACCORDANCE TO BS 594987 CL: 5.5 AT THE DISCRETION OF THE ENGINEER THE THICKNESS SHALL BE INCREASED IF SOFT AREAS ARE ENCOUNTERED. THE MATERIAL SHALL BE SPREAD EVENLY ON THE FORMATION IN LAYERS OF A DEPTH NOT MORE THAN 150mm COMPACTED THICKNESS . F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BE EXCAVATED BACK TO GOOD GROUND AND FILLED WITH FULLY COMPACTED TYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FOR HIGHWAY WORKS CLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR. CARRIAGEWAY CONSTRUCTION SECONDARY STREET - FULL DEPTH SCALE 1:20 300mm PRE CAST CONCRETE BLOCKS: 80mm THICK BLOCKS TO LANDSCAPE ARCHITECTS SPECIFICATION. BLOCKS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SAND LAYING COURSE: 30-50mm MORTAR BED. BASE COURSE 130 mm THICK AC32 DENSE BASE 40/60PEN BS EN 13108 LAID AND COMPACTED TO BS 594987:2007. SUB-BASE TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803 TABLE 8/2. FOR DEPTHS SEE GRAPH. RAISED TABLE JUNCTION CONSTRUCTION SCALE 1:20 GROUND LEVEL GROUND LEVEL SEE DROPPED CONSERVATION KERB DETAIL FOR CONSTRUCTION INFORMATION ROAD HUMP MARKING REF: TRAFFIC SIGNS MANUAL CHAPTER 5 - DIA 1062 : FIG 21-2 FOR DETAILS. 0.75 1.85 2 SCALE 1:100 RAMP WHITE LINE DETAIL EDGE OF CARRIAGEWAY DRAWN APPROVED DATE REV AMENDMENT DETAILS ORIGINAL SHEET SIZE - A0 Landscape DO NOT SCALE DRAWING TITLE PROJECT APPROVED CHECKED DRAWN DESIGNED DATE DRAWING STATUS SCALE(S) JOB No CLIENT REVISION DRAWING No www.createconsultingengineers.co.uk ENGINEERS LTD create CONSULTING 874 03/543 COUNTRYSIDE PROPERTIES LTD (BICESTER) BICESTER PHASE 2 RESERVED MATTERS 5 STANDARD DETAILS 03.07.18 INFORMATION AS SHOWN @A0 SW SW BWA BWA NOTES: 1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS DRAWINGS AS APPROPRIATE. 2. ROAD MARKINGS AND SIGNING TO BE IN ACCORDANCE WITH S.I. 2016 No. 362, "THE TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2016. 3. ALL WORKS TO BE IN ACCORDANCE WITH SPECIFICATION FOR HIGHWAY WORKS 1998. 4. ALL WORK WITHIN THE PUBLIC HIGHWAY WILL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATION OF OXFORDSHIRE COUNTY COUNCIL. NO WORK SHALL BE UNDERTAKEN WITHIN THE PUBLIC HIGHWAY UNTIL A LICENSE HAS BEEN ISSUED BY OXFORDSHIRE COUNTY COUNCIL. 5. ALL GULLIES, GULLY CONNECTIONS AND HIGHWAY DRAINS TO BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF OXFORDSHIRE COUNTY COUNCIL HIGHWAY AUTHORITY. 6. 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. 7. 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. 8. PRIOR TO COMMENCEMENT OF WORKS PLEASE REFER TO THE PRE TENDER & CONSTRUCTION PHASE HEALTH AND SAFETY PLANS FOR FURTHER INFORMATION. Create Consulting Engineers accept no responsibility for any unauthorised amendments to this drawing. Only figured dimensions are to be worked to. COPYRIGHT © RESERVED
Transcript of to this drawing. Only figured dimensions are to be worked ...
NOTES
1. PREFERRED LAYOUT FOR MAINS IN AN 2000mm MINIMUM WIDTH FOOTWAY FOR NEWWORKS, (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 FOOTWAYSWHEREVER PRACTICABLE.
4. THE MINIMUM DEPTH OF ANY SERVICE UNDER THE LOCATION OF A PROPOSED NEW ACCESSSHALL BE 850mm TO THE CROWN OF THE DUCT/PIPE.
5. THE CONTRACTOR WILL ENSURE THAT THE SERVICE BOXES TO THE PUBLIC UTILITIES PLANT AREORIENTATED SO THAT THEY ARE IN LINE WITH ANY BLOCKWORK AREAS, AVOID DROPPEDKERBS (OF ANY TYPE) AND ARE IN GENERAL STRAIGHT TO THE KERB LINE.
6. SERVICES ARE TO BE PROTECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THERELEVANT STATUTORY AUTHORITIES.
OUT
SIDE
STO
P VA
LVE
BOUN
DARY
LAMPSTANDARD
1060
750
250
500
GAS
380mm
CARRIAGEWAY
PUBLIC UTILITIES - PREFERRED LAYOUT IN FOOTWAYSCALE 1:20
2000
1820
1650
1355
350
ELEC
LV A
LT P
OSN
ELEC
HV
CAB
LE TV
WAT
ER
TELE
CO
MS
SCALE 1:10
RAMP DETAIL
125x225 PRECAST CONCRETECONSERVATION KERB TO BS EN1340:2003 (TYPE BN).
300 300
200
FOR CONSTRUCTION INFORMATIONSEE RAISED TABLE DETAILS
C20 CONCRETE BED AND BACKING
REGULATING COURSENORMAL ROAD SURFACE
SURFACE COURSE AS PERCARRIAGEWAY CONSTRUCTION DETAIL 10 MAX
1
50
150
75
ST2 CONCRETE BED ANDBACKING
EDGING DETAIL (EF)SCALE 1:10
145 x 255 CONSERVATION KERB DETAILSCALE 1:10
145x255 PRECAST CONCRETESILVER GREY CONSERVATIONKERB BY MARSHALLSTO BS EN 1340:2003
ST2 CONCRETE BED ANDBACKING
160
50
75
375
125
150
175 75
100
TYPE 1 GRANULARSUB-BASE
SAXON GREY 63x150 PRECAST CONSERVATIONEDGING TO BS EN 1340:2003
SCALE 1:10
50
ST2 CONCRETE BED ANDBACKING
DROPPED CONSERVATION KERBDETAIL
145x145 PRECAST CONCRETECONSERVATION CENTRE STONE KERBTO BS EN 1340:2003
95
375145
150
17575
0-6mm kERB FACE SHOULD ONLY BE USEDAT TACTILE CROSSING ALL OTHERCROSSINGS SHOULD HAVE 25mmKERBFACE.
TYPE 1 GRANULARSUB-BASE
NOTES:
1. ALL CONSERVATION KERBS SHOULD BE SILVER GREYCONSERVATION KERBS AS SUPPLIED BY MARSHALLS
WIDTH VARIES
1:40
GREENWAY FOOTWAY/CYCLEWAY CONSTRUCTIONSCALE 1:20
PCC EDGING (EF)REFER TYPICAL DETAIL
NOTES:SCALE 1:20
SURFACE COURSE20mm THICK AC6 DENSE SURF 100/150 TO BS EN 13108 LAID ANDCOMPACTED TO BS EN 594987:2007.
BINDER50mm THICK AC20 DENSE BIN 100/150 TO BS EN 13108 LAID ANDCOMPACTED TO BS EN 594987:2007.
BASE150mm THICK TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p.SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803, TABLE 8/2.
SUBGRADE BELOW FOOTWAYS TO BE TREATED WITH GRANULAR WEED KILLERPRIOR TO LAYING OF SUB-BASE TO OXFORDSHIRE COUNTY COUNCILREQUIREMENTS.
F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BEEXCAVATED BACK TO GOOD GROUND AND FILLED WITH FULLY COMPACTEDTYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FOR HIGHWAY WORKSCLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR.
125x255 PRECAST CONCRETECONSERVATION KERB WITH160mm UPSTAND (HB2)REFER TYPICAL DETAIL
WIDTH VARIES
PCC EDGING (EF)REFER TYPICAL DETAIL
1:40
NOTES:
SURFACE COURSEPAVING SLABS TO BE BUFF SURFACE UNLESS NOTED OTHERWISEON LAYOUT DRAWING
BASE30-50mm MORTAR BED
SUB-BASE150mm THICK TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p.SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803, TABLE 8/2.
SUBGRADE BELOW FOOTWAYS TO BE TREATED WITH GRANULAR WEED KILLERPRIOR TO LAYING OF SUB-BASE TO OXFORDSHIRE COUNTY COUNCILREQUIREMENTS.
F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BEEXCAVATED BACK TO GOOD GROUND AND FILLED WITH FULLY COMPACTEDTYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FOR HIGHWAY WORKSCLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR.
FOOTWAY CONSTRUCTIONSCALE 1:20
NOTES:
SURFACE COURSE40 mm THICK HRA 30/14 SURF 40/60 TO BSEN 13108 LAID AND COMPACTED TO BS EN 594987:2007 WITH 20mmPRE COATED CHIPPINGS GREY GRANITE (GREY BASALT FOR SECONDARY STREET) TO COMPLY WITH BS EN13108-4 HAVING A MINIMUM PSV 55.
BINDER COURSE60 mm THICK AC20 DENSE BIN 40/60 PEN TO BS EN 13108 LAID IN 2 LAYERS AND COMPACTED TO BS594987:2007.
BASE COURSE130 mm THICK AC32 DENSE BASE 40/60PEN BS EN 13108 LAID AND COMPACTED TO BS 594987:2007.
SUB-BASETYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 &CL.803 TABLE 8/2. FOR DEPTHS SEE GRAPH.
NOTES:
BOND COAT TO BE APPLIED BETWEEN ALL LAYERS OF ASPHALT IN ACCORDANCE TO BS 594987 CL: 5.5
AT THE DISCRETION OF THE ENGINEER THE THICKNESS SHALL BE INCREASED IF SOFT AREAS ARE ENCOUNTERED.THE MATERIAL SHALL BE SPREAD EVENLY ON THE FORMATION IN LAYERS OF A DEPTH NOT MORE THAN 150mmCOMPACTED THICKNESS .
F0RMATION LEVEL TO BE PROOF ROLLED TO CLAUSE 609, SOFT SPOTS TO BE EXCAVATED BACK TO GOODGROUND AND FILLED WITH FULLY COMPACTED TYPE 1 SUB-BASE MATERIAL TO THE SPECIFICATION FORHIGHWAY WORKS CLAUSE 616, OR ALTERNATIVE AS AGREED WITH THE HIGHWAY INSPECTOR.
CARRIAGEWAY CONSTRUCTION SECONDARY STREET -FULL DEPTH
SCALE 1:20
300mm
PRE CAST CONCRETE BLOCKS:
80mm THICK BLOCKS TO LANDSCAPE ARCHITECTS SPECIFICATION. BLOCKS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
SAND LAYING COURSE:
30-50mm MORTAR BED.
BASE COURSE
130 mm THICK AC32 DENSE BASE 40/60PEN BS EN 13108 LAID AND COMPACTED TO BS 594987:2007.
SUB-BASE
TYPE 1 UNBOUND MIXTURE SUB-BASE TO CURRENT D.T.p. SPECIFICATION FOR HIGHWAY WORKS CL.802 & CL.803 TABLE 8/2. FOR DEPTHS SEE GRAPH.
RAISED TABLE JUNCTION CONSTRUCTIONSCALE 1:20
GROUND LEVEL GROUND LEVEL
SEE DROPPED CONSERVATION KERB DETAILFOR CONSTRUCTION INFORMATION
ROAD HUMP MARKING REF:TRAFFIC SIGNS MANUAL CHAPTER5 - DIA 1062 : FIG 21-2 FORDETAILS.
0.75
1.85
2
SCALE 1:100
RAMP WHITE LINE DETAIL
EDGE OF CARRIAGEWAY
DRAWN APPROVEDDATEREV AMENDMENT DETAILS
ORI
GIN
AL
SHEE
T SI
ZE -
A0
Land
scap
eD
O N
OT
SCA
LE
DRAWING TITLE
PROJECT
APPROVEDCHECKED
DRAWNDESIGNED
DATE DRAWING STATUS
SCALE(S)
JOB No
CLIENT REVISIONDRAWING No
www.createconsultingengineers.co.uk
ENGINEERS LTD
createCONSULTING
874
03/543COUNTRYSIDE PROPERTIES LTD(BICESTER)
BICESTER PHASE 2
RESERVED MATTERS 5 STANDARD DETAILS
03.07.18 INFORMATION
ASSHOWN
@A0
SW SW
BWA BWA
NOTES:
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTSDRAWINGS AS APPROPRIATE.
2. ROAD MARKINGS AND SIGNING TO BE IN ACCORDANCE WITH S.I. 2016 No. 362, "THETRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2016.
3. ALL WORKS TO BE IN ACCORDANCE WITH SPECIFICATION FOR HIGHWAY WORKS 1998.
4. ALL WORK WITHIN THE PUBLIC HIGHWAY WILL BE CARRIED OUT IN ACCORDANCE WITHTHE REQUIREMENTS AND SPECIFICATION OF OXFORDSHIRE COUNTY COUNCIL. NOWORK SHALL BE UNDERTAKEN WITHIN THE PUBLIC HIGHWAY UNTIL A LICENSE HAS BEENISSUED BY OXFORDSHIRE COUNTY COUNCIL.
5. ALL GULLIES, GULLY CONNECTIONS AND HIGHWAY DRAINS TO BE CONSTRUCTED INACCORDANCE WITH THE REQUIREMENTS OF OXFORDSHIRE COUNTY COUNCILHIGHWAY AUTHORITY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ANYEXISTING STATUTORY UTILITIES, ALONG WITH ANY ADOPTABLE AND PRIVATE DRAINAGETHAT MAY BE AFFECTED BY THE PROPOSED WORKS. IDENTIFICATION SHOULD SHOULDBE CARRIED OUT BY MEANS OF EITHER A CAT SCAN OR HAND DUG TRIAL HOLES. ANYDAMAGE TO EXISTING PLANT OR EQUIPMENT SHALL BE REPAIRED AT THECONTRACTORS EXPENSE.
7. SITE CLEARANCE. EXISTING TREES, BUSHES AND SHRUBS SHALL ONLY BE REMOVED,INCLUDING GRUBBING UP OF ALL ROOTS, WITH THE PRIOR AGREEMENT OF THEENGINEER. TRIMMING AND LOPPING OF EXISTING TREES SHALL ONLY BE CARRIED OUTBY AN EXPERIENCED TREE SURGEON AND APPROVED BY THE ENGINEER.
8. PRIOR TO COMMENCEMENT OF WORKS PLEASE REFER TO THE PRE TENDER &CONSTRUCTION PHASE HEALTH AND SAFETY PLANS FOR FURTHER INFORMATION.
Create Consulting Engineers accept no responsibility for any unauthorised amendments to this drawing. Only figured dimensions are to be worked to. COPYRIGHT © RESERVED
