SURVEY REPORT Rev 4 – 20 June 2016 Mr Jordan Green John Holland Group 1000 Ann Street FORTITUDE VALLEY QLD 4006
Dear Sir RE: LISMORE BASE HOSPITAL HLS VFR APPROACH AND DEPARTURE PATH SURVEY REPORT.
Section 1 (Approach/Departure and Transitional Surface Obstacles) An obstacle survey for the Lismore Base Hospital HLS has been conducted on the VFR approach and departure paths and transitional surfaces. The Northern approach/departure bearings are 150°08’26”/330°08’26” respectively. The Southern approach/departure bearings are 0°08’26”/180°08’26” respectively. These bearings are orientated to the Map Grid of Australia (MGA) GDA94, Zone 56. The approach/departure gradients extend upwards at 2.5° for 3500m from the HLS as documented in section 2 of this report. The survey has been carried out to determine if any obstructions penetrate the VFR approach/departure paths and transitional surfaces. At the date of the final survey being the 9th June 2016 the building construction was complete. The only obstructions found penetrating the flight path are the lift overrun and associated infrastructure attached to the lift overrun. The objects that encroach into the VFR are detailed on sheet 9 of the accompanying plans No obstructions penetrate the Northern VFR approach/departure paths or transitional surfaces beyond Chainage 2.38 from the FATO (Chainage 14.855 from the HLS centre) being the northern corner of the lift overrun. This point is referred to as point 1 in the table on Sheets 9. No obstructions penetrate the Southern VFR approach/departure paths or transitional surfaces. The accompanying plans and profile drawings have been provided to show the relationship between the VFR Approach and Departure Path and the existing ground features. The Chainages denoted ‘CH’ on sheets 1 to 8 indicate the distance along the flight path centreline from the FATO and are measured in metres. The Chainages shown on sheet 9 indicate the distance along the flight path centreline from the HLS centre and are measured in metres. This convention has been adopted to eliminate negative chainages on sheet 9. Section 2 (HLS Details and VFR-Transitional Surface Geometry) The flight path geometry in based generally on the NSW Ministry of Health Hospital HLS Policy Guidelines Rev 07. The flight paths commence at the forward edge of the Final Approach and Take Off area (FATO) from eye height (1.5m above the HLS surface) and extends out to 3500m at a gradient of +2.5°. The Transitional Surfaces (wings) have a gradient of 1V:2H sloping up from the VFR approach/departure paths. ORANGE • SYDNEY • GOLDCOAST PH + 61 2 6361 1422 FAX + 61 2 6361 1423 EMAIL aush er @ush er an d co m p an y.co m .au w w w .u sh er an d co m p an y.co m .au OFFICE Su it e 3, 64-68 McNam ar a St r eet , Or an ge NSW 2800 POSTAL PO Bo x 8069, Or an ge NSW 2800 Ush er & Co m p an y Pt y Lim it ed
ABN 70 128 414 602
Z:\8300 - 8349\8300 - 2016 Fligh t Pat h Up d at e\160620 - VFR\8300 - Lism o r e VFR Sur vey - REV4.d o cx
The transitional surfaces grade upwards from the VFR approach/departure paths to an alignment 75m offset from the flight path centreline. The As built location for the HLS centre at Lismore Base Hospital is: Latitude: 028°48’32.63842” South WGS84 (ITRF at Date Epoch 2016) Longitude: 153°17’31.71335” East WGS84 (ITRF at Date Epoch 2016) Latitude: 028°48'32.67619” South GDA94 Longitude: 153°17'31.69587” East GDA94 Easting: 528506.393 MGA94 Zone 56 Northing: 6813131.726 MGA94 Zone 56 Elevation: 73.9m A.H.D. Diameter: 25m The (MGA94 Zone 56) approach and departure bearings are: North: 150°08’26”/330°08’26” respectively South: 0°08’26”/180°08’26” respectively The TRUE NORTH approach and departure bearings are: North: 150°00’00”/330°00’00” respectively South: 0°00’00”/180°00’00” respectively Section 3 (Survey Datum’s and Background metadata) th
The HLS coordinate and AHD RL have been determined by field survey on the 9 June 2016. Approach and departure bearings have been calculated by applying the average grid convergence of the nearest state survey marks being PM8029 and PM 8037 to the true north directions shown on Figure 20 and figure 21 on page 44 of the Avipro aviation report dated 22nd December 2014. The average grid convergence correction applied is 0°08’26”. State Survey Mark PM8029 has been adopted as the AHD origin. The scan / cloud data was recorded by a Riegl VZ-1000 laser scanner between the 17th November 2015 and the 19th November 2015. Critical points and survey validity checks were measured on the 19th November 2015 using a Leica TCRP1205 and Leica GNSS. Scan positions have been observed using the Allday RTK network. RTK corrections were streamed from the continually operating references station in Lismore. Scan positions have been scaled to ground around the HLS centre by applying a scale factor of 1.000401828. rd
The aerial photography was supplied by LPI on 3 December 2015. Imagery has been scaled to ground based on observed (scanned) ground features at the northern and southern ends of the flight path. No orientation or rotation adjustments have been made to the LPI imagery. th
The scan / cloud data was recorded by a Riegl VZ-1000 laser scanner between the 17 November 2015 and the 19th November 2015. This scan data has been registered to the scaled MGA ground scaled coordinates referred to above. Critical points and survey validity checks were measured on the 19th November 2015 using a Leica TCRP1205 and Leica GNSS. ORANGE •
SYDNEY •
GOLDCOAST
PH + 61 2 6361 1422 FAX + 61 2 6361 1423 EMAIL aush er @ush er an d co m p an y.co m .au w w w .u sh er an d co m p an y.co m .au OFFICE Su it e 3, 64-68 McNam ar a St r eet , Or an ge NSW 2800 POSTAL PO Bo x 8069, Or an ge NSW 2800 Ush er & Co m p an y Pt y Lim it ed
ABN 70 128 414 602
Z:\8300 - 8349\8300 - 2016 Fligh t Pat h Up d at e\160620 - VFR\8300 - Lism o r e VFR Sur vey - REV4.d o cx
Yours faithfully
Andrew Usher BE(Geom)UNSW Registered surveyor # 2127 Usher & Company Pty Limited
ORANGE •
SYDNEY •
GOLDCOAST
PH + 61 2 6361 1422 FAX + 61 2 6361 1423 EMAIL aush er @ush er an d co m p an y.co m .au w w w .u sh er an d co m p an y.co m .au OFFICE Su it e 3, 64-68 McNam ar a St r eet , Or an ge NSW 2800 POSTAL PO Bo x 8069, Or an ge NSW 2800 Ush er & Co m p an y Pt y Lim it ed
ABN 70 128 414 602
Z:\8300 - 8349\8300 - 2016 Fligh t Pat h Up d at e\160620 - VFR\8300 - Lism o r e VFR Sur vey - REV4.d o cx
ET RE
R STRE
ST
APPROACH/ DEPARTURE SURFACE
" 8'2 6
ER
2. 3.
AV E
4.
NU
E
5. 6.
ST RE
ET
7.
ET
E LE
ET
JU
NE
12. 13. 14.
RE
LBA
LA
11.
15. 16.
ST
GA GG IN
10.
ET
URA
ET RE ST N IO OR
9.
STRE
BI
ASBUILT CENTRE LOCATION EASTING 528506.393 NORTHING 6813131.726 RL 73.9 AHD
260 250 240
EM
230
AR
DN
150°08'26" / 330°08'26" MGA BEARING
OIS
220
0 °0
STRE
G
BB S
WEAVE
11 11 °35 °2 '44 7'1 " 8"
UT H SO 00 ET
FERM OY AV E
CH
NUE
ET STRE
NORR
ORION
IS STR
RO AD
EET
CH 00 NORTH
CH 500 NORTH
Table of mm 440 430 420 410 400 390 380 370 360 350 340 330 320 310 300 290 280 270
1.
8.
AD
210
TN GN
NOTES:
TRANSITIONAL SURFACE
DI
M
DI
TRANSITIONAL SURFACE
OIS
M
REFERENCE SHOULD BE MADE TO NSW MINISTRY OF HEALTH HOSPITAL HLS POLICY GUIDELINES REV 06e FOR DEFINITIONS AND FURTHER INFORMATION. THE VFR AND OIS SURFACES GEOMETRY HAS BEEN BASED ON THESE GUIDELINES. IN THIS REGARD 2.5 DEGREES HAS BEEN ADOPTED FOR THE FOR THE INCLINATION OF THE VFR - THIS EQUATES TO 1 IN 22.904 OR 4.366%. TERRAIN SURVEY CONDUCTED WITH A RIEGL VZ 1000 LASER SCANNER. THE TERRAIN OUTLINE REPRESENTS THE PROFILE VIEW OF A SLICE THROUGH THE POINT CLOUD OVER THE APPROXIMATE WIDTH OF THE FLIGHT PATH AND TRANSITIONAL SURFACES. ACCORDINGLY THE TERRAIN THICKNESS PLOTTED HEREON REFLECTS THE DIFFERENCE IN GROUND LEVEL ACROSS THE FLIGHT CORRIDOR. OBJECTS THAT ENCROACH INTO THE VFR ARE IDENTIFIED ON SHEET NUMBER 9 THE DISTANCE BETWEEN THE HLS ELEVATION AND THE TERRAIN (WHERE SHOWN) PROVIDES AN INDICATIVE SEPARATION ONLY. THE BACKGROUND INFORMATION (CLOUD DATA) CAN BE PROVIDED AS A CLOUDWORKS PROJECT FILE TO ALLOW FURTHER ANALYSIS AND ASSESSMENT OF THE RELATIONSHIP BETWEEN THE VFR/OIS SURFACES AND THE EXISTING LANDFORM AND BUILT ENVIRONMENT. REFER REV 4 LETTER DATED 17th JUNE 2016 FOR FURTHER INFORMATION. CHAINAGES RUN NORTH AND SOUTH STARTING AT (AND INCREASING FROM) THE FATO EDGE. THE AERIAL PHOTOGRAPHY SHOWN HEREON HAS BEEN SOURCED FROM LPI NSW. GROUND TRUTHING AND VALIDITY CHECKS HAVE BEEN UNDERTAKEN USING A LEICA TS15 AND VIVA GPS. DISTANCES SHOWN BELOW HLS RL ARE INDICATIVE ONLY. ALL BEARINGS ARE MAP GRID OF AUSTRALIA (MGA) HLS COORDINATES HAVE BEEN DETERMINED BY SURVEY 9th JUNE 2016. HLS RL HAS BEEN DETERMINED BY SURVEY 9th JUNE 2016. APPROACH AND DEPARTURE BEARINGS CALCULATED BY APPLYING THE MEANED GRID CONVERGENCE BETWEEN PM 8029 AND PM 8037 TO THE TRUE NORTH DIRECTIONS SHOWN ON FIG 20 & 21 PAGE 44 OF THE AVIPRO AVIATION REPORT DATED 22ND DECEMBER 2014.
200
SURVEY DATE NOTES:
190
1.
150
160
170
180
2. 3. 4.
GPS GROUND TRUTHING ROAD AND GROUND LEVELS 19TH NOVEMBER 2015. CLOUD DATA ACQUISITION 17TH, 18TH & 19TH NOVEMBER 2015. VALIDITY CHECKS ON KEY BUILDINGS 19TH NOVEMBER 2015. ASBUILT SURVEY 9th JUNE 2016
120
130
140
NO IC ET GN RTH MA O 2" E N 2'4 RU A 8°3 ' T MG 31 0°00 '26" 33 0°08 33
110
H
RT
92 0
90
R
10
6.
E
R L
R
75
.4
VFR 2.5 DEGREE FACE
RL 75.4
OIS SURFACE
2
NOTE: DIAGRAM SHOWING MGA, TRUE AND MAGNETIC VFR APPROACH/DEPARTURE BEARINGS.
4
30
40
ELEVATION RL 73.9 AHD (HLS CENTRE) (ASBUILT)
(23.330)
50
R
L
60
97 .
L
23
70
53 8
L
12
3.
80
TEMPORARY CONSTRUCTION (REMOVED 17/06/2016) TOP OF TRANSITIONAL SURFAC
HLS 168°32'42" MAGNETIC NORTH 180°00' TRUE NORTH 180°08'26" MGA
100
CENTRE
20
40
60
10
20
0
80
100
200
SCALE 1:2000
Amendments Surveying & Land Development Consultants
ISSUE
DATE
A.B.N. 70 128 414 602
INITIAL
08-12-2015
1
22-12-2015
PLAN TITLES CORRECTED, MINOR AMENDMENTS TO NOTES
2
30-03-2016
VFR APPROACH/DEPARTURE BEARINGS DIAGRAM ADDED
3
17-06-2016
UPDATED TO REFLECT ASBUILT LOCATION
Suite 3, 64-68 McNamara Street, Orange NSW 2800 PO Box 8069, ORANGE NSW 2800 Phone: (02) 6361 1422 Fax: (02) 6361 1423 Email:
[email protected]
APPROVED
PLAN:
LGA:
REDUCTION RATIO:
1:2000
DATUM:
AHD / MGA
DATE OF SURVEY:
SEE NOTES
LISMORE
DETAILS
SHOWING NORTHERN VFR APPROACH/DEPARTURE PATH CHAINAGE 500 - 00 AT LISMORE BASE HOSPITAL
SUBURB:
LISMORE ORIGIN:
PM 8029 E 528305.110 N 6813012.277 RL 24.403 AHD ZONE 56
SURVEYED BY:
DRAWN BY:
AFU/DM LL
THIS PLAN IS FOR THE EXCLUSIVE USE OF
AURORA PROJECTS/ JOHN HOLLAND GROUP PLAN REFERENCE
8300 SHEET 4 OF 9
A1 ISSUE
3
E N LA
APPROACH/ DEPARTURE SURFACE
TREET
T
LLAN S
STREE
15. 16.
11°35 '44" 11°27 '18"
REFERENCE SHOULD BE MADE TO NSW MINISTRY OF HEALTH HOSPITAL HLS POLICY GUIDELINES REV 06e FOR DEFINITIONS AND FURTHER INFORMATION. THE VFR AND OIS SURFACES GEOMETRY HAS BEEN BASED ON THESE GUIDELINES. IN THIS REGARD 2.5 DEGREES HAS BEEN ADOPTED FOR THE FOR THE INCLINATION OF THE VFR - THIS EQUATES TO 1 IN 22.904 OR 4.366%. TERRAIN SURVEY CONDUCTED WITH A RIEGL VZ 1000 LASER SCANNER. THE TERRAIN OUTLINE REPRESENTS THE PROFILE VIEW OF A SLICE THROUGH THE POINT CLOUD OVER THE APPROXIMATE WIDTH OF THE FLIGHT PATH AND TRANSITIONAL SURFACES. ACCORDINGLY THE TERRAIN THICKNESS PLOTTED HEREON REFLECTS THE DIFFERENCE IN GROUND LEVEL ACROSS THE FLIGHT CORRIDOR. OBJECTS THAT ENCROACH INTO THE VFR ARE IDENTIFIED ON SHEET NUMBER 9 THE DISTANCE BETWEEN THE HLS ELEVATION AND THE TERRAIN (WHERE SHOWN) PROVIDES AN INDICATIVE SEPARATION ONLY. THE BACKGROUND INFORMATION (CLOUD DATA) CAN BE PROVIDED AS A CLOUDWORKS PROJECT FILE TO ALLOW FURTHER ANALYSIS AND ASSESSMENT OF THE RELATIONSHIP BETWEEN THE VFR/OIS SURFACES AND THE EXISTING LANDFORM AND BUILT ENVIRONMENT. REFER REV 4 LETTER DATED 17th JUNE 2016 FOR FURTHER INFORMATION. CHAINAGES RUN NORTH AND SOUTH STARTING AT (AND INCREASING FROM) THE FATO EDGE. THE AERIAL PHOTOGRAPHY SHOWN HEREON HAS BEEN SOURCED FROM LPI NSW. GROUND TRUTHING AND VALIDITY CHECKS HAVE BEEN UNDERTAKEN USING A LEICA TS15 AND VIVA GPS. DISTANCES SHOWN BELOW HLS RL ARE INDICATIVE ONLY. ALL BEARINGS ARE MAP GRID OF AUSTRALIA (MGA) HLS COORDINATES HAVE BEEN DETERMINED BY SURVEY 9th JUNE 2016. HLS RL HAS BEEN DETERMINED BY SURVEY 9th JUNE 2016. APPROACH AND DEPARTURE BEARINGS CALCULATED BY APPLYING THE MEANED GRID CONVERGENCE BETWEEN PM 8029 AND PM 8037 TO THE TRUE NORTH DIRECTIONS SHOWN ON FIG 20 & 21 PAGE 44 OF THE AVIPRO AVIATION REPORT DATED 22ND DECEMBER 2014.
SURVEY DATE NOTES: 1. 2. 3. 4.
GPS GROUND TRUTHING ROAD AND GROUND LEVELS 19TH NOVEMBER 2015. CLOUD DATA ACQUISITION 17TH, 18TH & 19TH NOVEMBER 2015. VALIDITY CHECKS ON KEY BUILDINGS 19TH NOVEMBER 2015. ASBUILT SURVEY 9th JUNE 2016
150
160
170
180
190
12. 13. 14.
GAGGIN
SI
10.
CLYDE
R SU
9.
MAGE
200
NA O I T
LANE
210
FA
L
AN TR
T
ZIE
250 240 230 220
STREE O
7.
11.
McKEN
33
CE
6.
TRANSITIONAL SURFACE
15
IS
5.
OIS
AB G M
'2
8 0°0
4.
8.
LL
"
'26
3.
ING
R EA
BA L A UR
/ 6"
8 0°0
1.
AVOC A
EE R T S
OIS
ZIE L A D
E
NOTES:
2.
DIBBS
300 290 280 260
270
AV E W
T RS
STREE
T
180°08'26" / 0°08'26" MGA BEARING
T E E R
EN T
0°08'26"
CH 500 SOUTH ESC
TN GN
TRANSITIONAL SURFACE
T
YA O M FER
HEWE TT
ET E R ST
E U N VE
340 330
T
ASBUILT CENTRE LOCATION EASTING 528506.393 NORTHING 6813131.726 RL 73.9 AHD
310
320
STREE
T
C
390 380 370 360 350
DIBBS
CR STREE
O N 0 0 H
NER A VENUE
STREE T
CH 00 SOUTH
H T R
Table of mm 440 430 420 410 400
GARD
MM
120
130
140
NO IC ET GN RTH MA O 2" E N 2'4 RU A 8°3 ' T MG 31 0°00 '26" 33 0°08 33
110
H
RT
90
92 3. R
TOP OF TRANSITIONAL SURFAC
E
75
MOBILE CRANE REMOVED AS OF 09/06/2016
ELEVATION RL 73.9 AHD (HLS CENTRE) (ASBUILT)
30
40
NOTE: DIAGRAM SHOWING MGA, TRUE AND MAGNETIC VFR APPROACH/DEPARTURE BEARINGS.
L R
OIS SURFACE
2
4
RL 75.4
(23.330)
50
VFR 2.5 DEGREE FACE
.4
R L
60
R
97
L
.2
3
10
6.
70
53 8
L
12
80
TEMPORARY CONSTRUCTION (REMOVED 17/06/2016)
HLS 168°32'42" MAGNETIC NORTH 180°00' TRUE NORTH 180°08'26" MGA
100
CENTRE
20
40
60
10
20
0
80
100
200
SCALE 1:2000
Amendments Surveying & Land Development Consultants
ISSUE
DATE
A.B.N. 70 128 414 602
INITIAL
08-12-2015
1
22-12-2015
PLAN TITLES CORRECTED, MINOR AMENDMENTS TO NOTES
2
30-03-2016
VFR APPROACH/DEPARTURE BEARINGS DIAGRAM ADDED
3
17-06-2016
UPDATED TO REFLECT ASBUILT LOCATION
Suite 3, 64-68 McNamara Street, Orange NSW 2800 PO Box 8069, ORANGE NSW 2800 Phone: (02) 6361 1422 Fax: (02) 6361 1423 Email:
[email protected]
APPROVED
PLAN:
LGA:
REDUCTION RATIO:
1:2000
DATUM:
AHD / MGA
DATE OF SURVEY:
SEE NOTES
LISMORE
DETAILS
SHOWING SOUTHERN VFR APPROACH/DEPARTURE PATH CHAINAGE 00 - 500 AT LISMORE BASE HOSPITAL
SUBURB:
LISMORE ORIGIN:
PM 8029 E 528305.110 N 6813012.277 RL 24.403 AHD ZONE 56
SURVEYED BY:
DRAWN BY:
AFU/DM LL
THIS PLAN IS FOR THE EXCLUSIVE USE OF
AURORA PROJECTS/ JOHN HOLLAND GROUP PLAN REFERENCE
8300 SHEET 5 OF 9
A1 ISSUE
3
