manhole Survey Form Nz52338507 - Academy Geomatics · Manhole Survey Form Notes ... S Surface TE...
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Version 1.4 Aug-09 TS file://Ag-server/Jobs/$USER-AREA/Job Samples/Web Site Samples/NZ52338507.xls © Entec UK Limited 20/11/2010 Manhole Survey Form Full Survey Contractor Academy Geomatics Ltd. Date of Survey Surveyed by Job No. Survey Index Sheet No. 27-Oct-10 MS MA 2915 006 Location Road Name Place Name Rear of Albion Terrace Hartlepool Drain Unit Drainage Area Easting Northing Hartlepool 452894 533525 Year Laid Status Function Node Type HD C COVER Shape Hinged Lockable Duty (mm) width C N N H 570 x SHAFT Step Irons/Ladders Depth (mm) Construction Red Slab/ Taper length (mm) width S 730 B T 600 x 600 CHAMBER Construction No. Landings length (mm) width B 1670 x 800 Depth Silt (mm) 30 10 590 1930 9.20 Incoming Pipe shape Pipe mat. Lin. Mat. O/C A C x 225 2.25 6.95 9 B C x 225 2.09 7.11 12 C C x 150 1.94 7.26 12 D C x 150 1.78 7.42 7 E x F x Outgoing downstream MH Ref. Pipe shape width/dia height/dia Backdrop dia Pipe mat. Lin. Mat. O/C X NZ52339507 C x 225 VC 2.29 6.91 3 Y x Z x Condition (Y if attention req) Cover Irons/Ladders Shaft Chamber Benching Other N N N N N N Remarks A is part blocked Location Notes Manhole Sketch Manhole Number NZ52338507 QA Check Co-ordinates (6 figures) MH dia/length Depth Flow (mm) Height Surchg (mm) Chamber floor depth from cover (mm) Cover Level (m AOD) upstream MH Ref. width/dia (mm) height/dia (mm) Backdrop dia Depth from cover (m) Invert Level (mAOD) VC VC VC VC Depth from cover (m) Invert Level (mAOD) LP 2400 2050 3640 X A C B D R i S
Transcript of manhole Survey Form Nz52338507 - Academy Geomatics · Manhole Survey Form Notes ... S Surface TE...
Version 1.4 Aug-09 TSfile://Ag-server/Jobs/$USER-AREA/Job Samples/Web Site Samples/NZ52338507.xls
© Entec UK Limited 20/11/2010
Manhole Survey FormFull Survey
Contractor Academy Geomatics Ltd.
Date of Survey Surveyed by Job No. Survey Index Sheet No.
27-Oct-10 MS MA 2915 006
LocationRoad Name Place Name
Rear of Albion Terrace Hartlepool
Drain Unit Drainage Area Easting Northing
Hartlepool 452894 533525
Year Laid Status Function Node Type
HD C
COVERShape Hinged Lockable Duty (mm) width
C N N H 570 x
SHAFTStep Irons/Ladders Depth (mm) Construction Red Slab/ Taper length (mm) width
S 730 B T 600 x 600
CHAMBERConstruction No. Landings length (mm) width
B 1670 x 800
Depth Silt (mm)
30 10 590 1930 9.20
Incoming Pipe shape Pipe mat. Lin. Mat. O/C
A C x 225 2.25 6.95 9B C x 225 2.09 7.11 12C C x 150 1.94 7.26 12D C x 150 1.78 7.42 7E x
F x
Outgoing downstream MH Ref. Pipe shape width/dia height/dia Backdrop dia Pipe mat. Lin. Mat. O/C
X NZ52339507 C x 225 VC 2.29 6.91 3Y x
Z x
Condition (Y if attention req) Cover Irons/Ladders Shaft Chamber Benching Other
N N N N N N
Remarks A is part blocked
Location Notes Manhole Sketch
Manhole Number NZ52338507
QA Check
Co-ordinates (6 figures)
MH
dia/length
Depth Flow (mm)
Height Surchg (mm)
Chamber floor depth from cover (mm)
Cover Level (m AOD)
upstream MH Ref. width/dia (mm)
height/dia(mm)
Backdrop dia Depth from cover (m)
Invert Level (mAOD)
VCVCVCVC
Depth from cover (m)
Invert Level (mAOD)
LP
2400 2050
3640
XA
C B
D
Relative to Northi.e. North = 12 South = 6.
Version 1.4 Aug-09 TSfile://Ag-server/Jobs/$USER-AREA/Job Samples/Web Site Samples/NZ52338507.xls
© Entec UK Limited 20/11/2010
Manhole Survey Form Notes
Additional Notes or Sketches
Layout Location
Abbreviations KeyStatus Node Type Shaft/Chamber Pipe Material
PU Public Manhole Construction AC Asbestos Cement
PR Private J Junction (Saddle) B Brick
HD Highway Drain P Bitumen (Lining)
Watercourse G Glass Reinforced Plastic BR Brick
A Abandoned RE I CC Concrete Box Culvert
TC To Be Constructed OF Outfall S Segmental Cast Iron
104 Section 104 Combined Storm Overflow L Plastic (Other) CL Cement Mortar (Lining)
102 Section 102 Pumping Station R Rendered CO Concrete
Disposal Main Treatment Works U Unspecified Concrete Segments Bolted
Overflow Pipe Oil Interceptor CSU Concrete Segments Unbolted
Emergency Overflow IN Inlet Pipe Shape Ductile Iron
Undefined Structure A Arch Epoxy
Function Capped End B Barrel Fibre Cement
F Foul BP Balancing Pond C Circular Fibre Reinforced Plastics
S Surface TE Termination Node E Egg Grey Cast Iron
C Combined AV Air Valve H Horseshoe GRC Glass Reinforced Concrete
T Transition ZZZ Unknown End K Kerb Block GRP Glass Reinforced Plastic
O Overflow CN Continuation Node O Oval MAC Masonry, Coursed
U Unspecified ATC Attribute Change R Rectangular MAR Masonry, Random
HC Flow Control S Square PE Polyethylene
Cover BT Balancing Tank T Trapezoidal PF Pitch Fibre
Shape TC Treatment Chamber U U-Shaped with Flat Top PP Polypropylene
S Square ST Storage Tank Z Other PS Polyester
R Rectangular FC Flushing Chamber Manhole Lining Material PSC Plastic/Steel Composite
T Triangular BS Blind Shaft FIBRE Fibre Glass PVC Polyvinyl Chloride
D Double Triangle Access Only CEMENT Reinforced Concrete
C Circular Catch Pit POLY Polyethylene Reinforced Plastic Matrix
O Oval Grease Interceptor SI Spun Iron
L Clover Leaf Sprayed Concrete
U Unspecified Pipe Type ST Steel
Duty S steps Rising Main U Unspecified
L Light L ladder Gravity Main Vitrified Clay
Medium Lateral X Unidentified Material
H Heavy Syphon Unidentified Type of Iron/Steel
U Unspecified R Reduced Slab Vacuum Unidentified type of Plastics
T Taper Z Other
YN
MH
AK Alkathene
LH Lamphole Precast Units BL
WC HB Hatchbox
Rodding Eye In-Situ
CI
CSO
SPS
DM STW CSB
OV OI
EO DI
XXX EP
CE FC
FRP
GI
AO Cementitious RC
CP RPM
GI
SPC
StepsIrons/Ladders
PMP
GRV VC
M LAT
RedSlab/Taper SYP XI
VAC XP
● All yellow fields to be completed. ● It is essential that the upstream and downstream manhole reference is filled in along with the O/C. The O/C value is the direction of the pipe in relation to North (ie North = 12, East = 3, etc…)
