LOT 1 600 M²
LOT 2 565 M²
LOT 3
1040 M² LOT 4 730 M²
LOT 5 1280 M²
LOT 6
1370 M² LOT 7
960 M²
LOT 8 775 M²
LOT 25 2740 M² LOT 12
1110 M²
LOT 10 1150 M² LOT 16
2320 M²
LOT 17 2200 M²
LOT 19 2430 M²
LOT 20 2130 M² LOT 15
3670 M²
LOT 18 2640 M²
LOT 26
5.82 Ha NETT LOT 22
2260 M² NETT +ROW 1615 M²
LOT 9 775 M²
LOT 23 2240 M²
LOT 24 2280 M² SW DETENTION
AREA
HILL STREET
LOT 21 3300 M² LOT 14
1000 M²
LOT 13 1390 M² LOT 11
1800 M²
23.3
21.3 28.6 11.3
21.3
28.6
16.6
23.4 31.7
EXISTING TRACK 44.6
34.5 35.4
34.6
31.6 7.5 54.1
4.4
7.9 8.1
28.0
22.8
14.4
23.6
32.9 32.0
13.3
37.3
33.8
8.1
102.3
48.8 4.2
28.6
13.9
21.6
40.8
18.5
18.2 30.7
14.9 25.7 14.5
10.1 5.3
33.7 40.5
31.0
10.2 8.8
13.2
7.3 33.6
45.8
34.3
29.6
78.8
21.2
10.8
67.8
32.2
73.8
74.3
54.8 29.5
2.8
33.9
5.7
54.5
29.8 39.9
45.6 77.9
30.9 41.8
58.4 43.1 44.4
156.9
46.7
21.6
ROW 1
ROW 3
A
C
166.3
145.4 44.2
I E
RIGHT TO DRAIN SEWAGE
PURPOSE APPURTENANT TO CREATED BY MEMORANDUM OF EXISTING EASEMENTS
LOTS 1 - 26 BEING SUBDIVISION OF PART LOT 1 DP 19245
LOT 4 HEREON A
LOT 24 HEREON RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
A T 343799.1
LOTS 11 - 14 & 16 - 22 HEREON B
RIGHT TO DRAIN WATER &
SEWAGE, RIGHT TO CONVEY WATER, RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
B
LOT 26 HEREON
LOT 25 HEREON MEMORANDUM OF EASEMENTS
LOT 15 HEREON
RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
LOT 26 HEREON LOTS 2,3,5 - 10 & 23-25 HEREON
C RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
LOT 4 HEREON
PURPOSE SHOWN SERVIENT TENEMENT DOMINANT TENEMENT
RIGHT TO CONVEY WATER
LOT 22 HEREON
LOTS 23 - 25 HEREON E
RIGHT TO DRAIN WATER
I
LOT 15 HEREON LOTS 11 - 14 & 16 - 22 HEREON LOT 6
DP 18159
LOT 3 DP 16134
PT LOT 1 DP 19245 LOT 1
DP 344246
LOT 2 DP 344246
PT LOT 2 DP 3222
LOT 5 DP 18159
LOT 4 DP 18159
LOT 3 DP 18159 NEW ROW TO
BLEND INTO EXISTING ROAD HEIGHTS
NOTE - 2 X 1.5 X 6.5 CONCRETE PADS TOBE CONSTRUCTED EACH SIDE OF ENTRANCE FOR RUBBISH BINS TO BE PLACED ON RUBBISH DAY
EX XING TO
REMAIN/ADJUSTED FOR LOT 26 ACCESS
38.0
EXISTING TRACK TO BE REMOVED
NOTE AREAS AND DIMENSIONS SUBJECT TO FINAL SURVEY
NEW 8.5M XING
D
F G
H
RIGHT TO DRAIN WATER
D & E
LOT 22 HEREON LOTS 11 - 21 HEREON
C
LOT 15 HEREON
LOTS 23 - 26 HEREON G LOT 18 HEREON LOTS 16,17, 19 - 26 HEREON
F
LOT 26 HEREON
LOTS 16 - 26 HEREON H LOT 22 HEREON LOTS 23 - 26 HEREON
T 343799.1
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of Design:
Drawn:
at A1 1:750
10823
R3
1 1
RJG RJG ML RP 02/10/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction
SCHEME LAYOUT PLAN HILL ST SHA
(2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
LOT 1 600 M²
LOT 2 565 M²
LOT 3
1040 M² LOT 4 730 M²
LOT 5 1280 M²
LOT 6
1370 M² LOT 7
960 M²
LOT 8 775 M²
LOT 25 2740 M² LOT 12
1110 M²
LOT 10 1150 M² LOT 16
2320 M²
LOT 17 2200 M²
LOT 19 2430 M²
LOT 20 2130 M² LOT 15
3670 M²
LOT 18 2640 M²
LOT 26
5.82 Ha NETT LOT 22
2260 M² NETT +ROW 1615 M²
LOT 9 775 M²
LOT 23 2240 M²
LOT 24 2280 M² SW DETENTION
AREA
HILL STREET
LOT 21 3300 M² LOT 14
1000 M²
LOT 13 1390 M² LOT 11
1800 M²
23.3
21.3 28.6 11.3
21.3
28.6
16.6
23.4 31.7
EXISTING TRACK 44.6
34.5 35.4
34.6
31.6 7.5 54.1
4.4
7.9 8.1
28.0
22.8
14.4
23.6
32.9 32.0
13.3
37.3
33.8
8.1
102.3
48.8 4.2
28.6
13.9
21.6
40.8
18.5
18.2 30.7
14.9 25.7 14.5
10.1 5.3
33.7 40.5
31.0
10.2 8.8
13.2
7.3 33.6
45.8
34.3
29.6
78.8
21.2
10.8
67.8
32.2
73.8
74.3
54.8 29.5
2.8
33.9
5.7
54.5
29.8 39.9
45.6 77.9
30.9 41.8
58.4 43.1 44.4
156.9
46.7
21.6
ROW 1
ROW 3
A
C
166.3
145.4 44.2
I E
RIGHT TO DRAIN SEWAGE
PURPOSE APPURTENANT TO CREATED BY MEMORANDUM OF EXISTING EASEMENTS
LOTS 1 - 26 BEING SUBDIVISION OF PART LOT 1 DP 19245
LOT 4 HEREON A
LOT 24 HEREON RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
A T 343799.1
LOTS 11 - 14 & 16 - 22 HEREON B
RIGHT TO DRAIN WATER &
SEWAGE, RIGHT TO CONVEY WATER, RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
B
LOT 26 HEREON
LOT 25 HEREON MEMORANDUM OF EASEMENTS
LOT 15 HEREON
RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
LOT 26 HEREON LOTS 2,3,5 - 10 & 23-25 HEREON
C RIGHT OF WAY, RIGHT
TO DRAIN WATER & SEWAGE, RIGHT TO CONVEY WATER,
RIGHT TO TRANSMIT ELECTRICITY AND TELEPHONIC
COMMUNICATIONS
LOT 4 HEREON
PURPOSE SHOWN SERVIENT TENEMENT DOMINANT TENEMENT
RIGHT TO CONVEY WATER
LOT 22 HEREON
LOTS 23 - 25 HEREON E
RIGHT TO DRAIN WATER
I
LOT 15 HEREON LOTS 11 - 14 & 16 - 22 HEREON LOT 6
DP 18159
LOT 3 DP 16134
PT LOT 1 DP 19245 LOT 1
DP 344246
LOT 2 DP 344246
PT LOT 2 DP 3222
LOT 5 DP 18159
LOT 4 DP 18159
LOT 3 DP 18159 NEW ROW TO
BLEND INTO EXISTING ROAD HEIGHTS
NOTE - 2 X 1.5 X 6.5 CONCRETE PADS TOBE CONSTRUCTED EACH SIDE OF ENTRANCE FOR RUBBISH BINS TO BE PLACED ON RUBBISH DAY
EX XING TO
REMAIN/ADJUSTED FOR LOT 26 ACCESS
38.0
EXISTING TRACK TO BE REMOVED
NOTE AREAS AND DIMENSIONS SUBJECT TO FINAL SURVEY
NEW 8.5M XING
D
F G
H
RIGHT TO DRAIN WATER
D & E
LOT 22 HEREON LOTS 11 - 21 HEREON
C
LOT 15 HEREON
LOTS 23 - 26 HEREON G LOT 18 HEREON LOTS 16,17, 19 - 26 HEREON
F
LOT 26 HEREON
LOTS 16 - 26 HEREON H LOT 22 HEREON LOTS 23 - 26 HEREON
T 343799.1
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
at A1
1:750 R3
RJG RJG ML RP 02/10/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction
SCHEME LAYOUT PLAN HILL ST SHA
(2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
LOT 1 600 M²
LOT 2 565 M²
LOT 3
1040 M² LOT 4
730 M²
LOT 5 1280 M²
LOT 6 1370 M²
LOT 7 960 M²
LOT 8 775 M²
LOT 25 2740 M² LOT 12
1110 M²
LOT 10 1150 M² LOT 16
2320 M²
LOT 17 2200 M²
LOT 19 2430 M²
LOT 20 2130 M² LOT 15
3670 M²
LOT 18 2640 M²
LOT 26
5.82 Ha NETT LOT 22
2260 M²
LOT 9 775 M²
LOT 23 2240 M²
LOT 24 2280 M²
SW DETENTION AREA
HILL STREET
LOT 21 3300 M² LOT 14
1000 M²
LOT 13 1390 M² LOT 11
1800 M²
XSECTION 1
XSECTION 2
XSECTION 3
XSECTION 4 XSECTION 5
XSECTION 6 XSECTION 7
XSECTION 8 XSECTION 9
XSECTION 10
XSECTION 11
XSECTION 12
XSECTION 13
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0 CH 87.0
CH 0.0 CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 97.5
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 95.7
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 75.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0 CH 65.0
CH 0.0
CH 20.0
CH 40.0 CH 48.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 135.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 140.0
CH 160.0
CH 180.0
CH 200.0
CH 215.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0 CH 70.0
CH 0.0 CH 20.0 CH 40.0 CH 60.0 CH 80.0 CH 98.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0 CH 85.0
CH 0.4
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 140.0
CH 160.0
CH 180.0
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of Design:
Drawn:
at A1 1:750
10823
1
1 8
RJG RJG
2-10-17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
ENGINEERING MANAGER APPROVED
CROSS-SECTION LAYOUT PLAN
HILL ST SHA
P
H
H
H
H
V
V VV
VV V
W
P W
H
LOT 1 600 M²
LOT 2 565 M²
LOT 3 1040 M²
LOT 4 730 M²
LOT 5 1280 M²
LOT 6
1370 M² LOT 7
960 M²
LOT 8 775 M²
LOT 25 2740 M² LOT 12
1110 M²
LOT 10 1150 M² LOT 16
2320 M²
LOT 17 2200 M²
LOT 19 2430 M²
LOT 20 2130 M² LOT 15
3670 M²
LOT 18 2640 M²
LOT 26
5.82 Ha NETT LOT 22
2260 M² NETT +ROW 1615 M²
LOT 9 775 M²
LOT 23 2240 M²
LOT 24 2280 M²
SW DETENTION AREA
HILL STREET
LOT 21 3300 M² LOT 14
1000 M²
LOT 13 1390 M² LOT 11
1800 M²
88.0
XSECTION 1
XSECTION 2
XSECTION 3
XSECTION 4 XSECTION 5
XSECTION 6 XSECTION 7
XSECTION 8 XSECTION 9
XSECTION 10
XSECTION 11
XSECTION 12
XSECTION 13
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0 CH 87.0
CH 0.0 CH 20.0 CH 40.0 CH 60.0 CH 80.0 CH 97.5
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 95.7
CH 0.0
CH 20.0
CH 40.0
CH 75.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0 CH 65.0
CH 0.0
CH 20.0
CH 40.0 CH 48.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 135.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 140.0
CH 160.0
CH 180.0
CH 200.0
CH 215.0 CH 0.0
CH 20.0
CH 40.0
CH 60.0 CH 70.0
CH 0.0 CH 20.0 CH 40.0 CH 60.0 CH 80.0 CH 98.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0 CH 85.0
CH 0.4
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 0.0
CH 20.0
CH 40.0
CH 60.0
CH 80.0
CH 100.0
CH 120.0
CH 140.0
CH 160.0
CH 180.0
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
at A1
1:750 1
RJG RJG
22-09-17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction
CROSS-SECTION LAYOUT PLAN
HILL ST SHA
(2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
CH 60.0
P
H
H
H
H
V
VV V
VV V
W
P W
H
LOT 1 600 M²
LOT 2 565 M²
LOT 3 1040 M²
LOT 4 730 M²
LOT 5 1280 M²
LOT 6
1370 M² LOT 7
960 M²
LOT 8 775 M²
LOT 25 2740 M² LOT 12
1110 M²
LOT 10 1150 M² LOT 16
2320 M²
LOT 17 2200 M²
LOT 19 2430 M²
LOT 20 2130 M² LOT 15
3670 M²
LOT 18 2640 M²
LOT 26
5.82 Ha NETT LOT 22
2260 M² NETT +ROW 1615 M²
LOT 9 775 M²
LOT 23 2240 M²
LOT 24 2280 M²
SW DETENTION AREA
HILL STREET
LOT 21 3300 M² LOT 14
1000 M²
LOT 13 1390 M² LOT 11
1800 M²
54.0 56.0
57.0
88.0 70.0
75.0
80.0
85.0
90.0 95.0
95.0
135.0 66.0
67.0
68.0
69.0
71.0 72.0 73.0
74.0 76.0
77.0 78.0
79.0
81.0
83.0
84.0 86.0
87.0
88.0 89.0
91.0 92.0
93.0
94.0
94.0
96.0 97.0 55.0
55.0
60.0 60.0
60.0
60.0
65.0
65.0
65.0
65.0 65.0
65.0 70.0
70.0 70.0
70.0
70.0
75.0 75.0
75.0
75.075.0 75.0
80.0 80.0
80.0
85.0 85.0
85.0
90.0
90.0
90.0
95.0
95.0
100.0 55.0
56.0
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of Design:
Drawn:
at A1 1:750
10823
R2
2 5
RJG RJG ML RP 21/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction
PROPOSED EARTHWORKS LAYOUT PLAN
HILL ST SHA
(2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED NOTE CONTOUR INTERVALS
ARE @ 1.0M
DESIGN CUT BATTERS MAX 1:1.5 DESIGN FILL BATTERS MAX 1:2.0 ALL BATTERS TO BE INSPECTED BY GEOTECH AND GRASSED/PLANTED AS SOON AS POSSIBLE
TOTAL ON SITE CUT/FILL 40 000 M³
GRASS BERM 2%
3%
STD K & C
0.5
0.5 FROM NIB FACE
LHS BDY RHS BDY
2% GRASS BERM
TELEPHONE MIN. 0.6M COVER
25MM ASPHALTIC CONCRETE MIX 10 OVER FIRST COAT CHIP SEAL GRADE 3
NOTE - SURFACE TO BE SWEPT PRIOR TO ANY SEALING
LOW RETAINING WALL AS REQUIRED
25 DIA 0.75M COVER IN CARRIAGEWAY 0.5
RIGHT OF WAY NOT TO SCALE
TYPICAL CROSS SECTION
300MM MIN. 150MM COMPACTED AP 40 T.N.Z M4 GRADING OVER 150MM
COMPACTED AP 65. IF REQUIRED ROCK TO BE PLACED OVER SUBGRADE PRIOIR TO AP65.
SITE ENGINGEER TO CONFIRM AFTER BEAM TESTING OF SUBGRADE PRIOR
TO BASECOURSE BEING PLACED. FINAL DESIGN TO BE APPROVED BY TDC PROIR TO WORK BEING UNDERTAKEN.
NOTE CONFIGURATION OF RURAL KERBING OPPOSITE TO WHAT IS SHOWN
SW PIPE
POWER MIN. 0.9M COVER
0.4
SS RISING MAIN 0.75MIN COVER
ROW 1 & 2 - MIN. 5.5M FACE OF KERB TO BACK OF NIB
NOTE - UNDER KERB SUBSOIL DRAIN TO BE PLACED UNDER LHS
100MM NOVA COIL IN DRAINAGE CHIP WRAPPED IN BIDUM A24
DRAIN TO BE 0.9M DOWN FROM TOP OF KERB AND 0.3M IN WIDTH.
NOVA COIL TO BE CONNECT ACROSS TO SUMP BY 100Ø PVC PIPE.
NOTE - UNDER KERB SUBSOIL DRAIN TO BE PLACED UNDER LHS
100MM NOVA COIL IN DRAINAGE CHIP WRAPPED IN BIDUM A24
DRAIN TO BE 0.9M DOWN FROM
TOP OF KERB AND 0.3M IN WIDTH. 0.4
FLUSH NIB
ROW 1 & 2 MIN. 7.0M
0.5
NOTE PROPOSED LAYOUT SUBJECT TO FINAL DESIGN
NOTE NEW SW SWALE TO BE CONSTUCTED DOWN TO SW POND TO DIRECT FLOWS AWAY FROM FILL TOES. GEOTECH TO DIRECT NOTE AREA BETWEEN FRONT DAM
FACE/FOOTPATH TO BE FILLED/SHAPED WITH EXCESS TOPSOIL AND PLANTED.
GEOTECH TO DIRECT
NOTE PROPOSED BORROW AREA FOR ADDITIONAL CUT AS REQUIRED GEOTECH TO DIRECT CUTTING NOTE EXISTING GULLY AREA TO BE RESHAPE UNDER DIRECTION OF GEOTECH. ROCK LINED CHANNEL OR SIMILAR TO BE CONSTRUCTED
WITH SUBSOIL FINGER DRAINS RUNNING OUT FROM CHANNEL
0.0065.51 5.0064.81 10.0065.60 15.000.5867.9367.35 20.001.3670.5169.15 25.001.5271.5770.05 30.000.7372.4771.74 35.00-0.4473.3373.78 40.00-1.4374.2375.66 45.00-2.3075.1277.41 50.00-3.7275.1778.89 55.00-1.7478.3080.04 60.00-0.2880.9481.22 65.00-0.4281.8282.23 70.00-1.1382.2083.33 75.00-1.8382.6984.51 80.00-1.9783.6785.64 85.0086.63 87.0087.01
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 58.00
XSECTION 1
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
1 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
0.0070.09 5.0070.38 10.0070.39 15.0070.50 20.000.8571.9671.11 25.002.4874.3771.88 30.004.7076.7672.06 35.005.6577.7872.12 40.006.2778.5872.31 45.006.0379.4073.38 50.004.5080.0475.54 55.002.5280.2277.70 60.001.5881.5679.98 65.000.8883.1582.26 70.001.1085.0283.91 75.000.8586.5985.74 80.00-0.2187.3087.51 85.00-1.4487.3088.74 90.00-2.4487.3089.74 95.00-0.8589.3690.21 97.5090.43
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 63.00
XSECTION 2
SCALE HZ = 1 : 250
VT = 1 : 250
0.0074.36 5.0074.53 10.0074.24 15.000.4774.8974.41 20.002.8477.4774.62 25.005.2180.0074.79 30.006.0981.2275.14 35.006.1381.9075.77 40.006.3182.6276.31 45.006.0483.3277.28 50.005.1283.9278.79 55.004.4884.3679.88 60.003.5285.3581.83 65.002.9586.6283.66 70.003.2088.6185.41 75.003.0690.2387.18 80.001.6890.2988.62 85.000.5890.5089.92 90.00-0.2590.7691.01 95.0091.94 95.7092.06
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 67.00
XSECTION 3
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of 8 Design:
Drawn:
10823
1
3 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
0.0084.69 5.0086.04 10.000.6388.0687.43 15.001.5790.5688.99 20.002.4593.0690.61 25.002.4594.2091.75 30.000.8194.2093.39 35.00-0.5894.2094.78 40.00-2.0494.2096.24 45.00-2.1395.4397.55 50.00-1.0297.8498.86 55.00100.18 60.00101.14 65.00102.02 70.00102.89 75.00102.97
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 78.00
XSECTION 4
SCALE HZ = 1 : 250
VT = 1 : 250
0.0052.37 5.0052.21 10.0052.45 15.00-0.4754.2154.69 20.00-0.6056.7257.32 25.0058.56 30.00-1.2958.9960.27 35.00-2.8158.9961.80 40.00-3.8059.0062.80 45.00-4.4259.4363.85 50.00-4.2760.5964.86 55.00-1.3364.5465.87 60.00-0.7366.0866.81 65.00-1.6066.0967.69 70.00-2.5766.1068.66 75.00-3.6066.1169.71 80.00-4.5066.1270.61 85.00-1.4870.0171.49 90.00-0.0472.3072.34 95.00-0.5972.6073.19 100.00-1.4872.6074.08 105.00-2.3672.6074.96 110.00-3.2772.6075.87 115.00-1.6575.0876.72 120.00-0.0777.5077.57 125.00-0.9777.4978.45 130.00-1.7477.4779.21 135.00-2.4577.4579.90
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 45.00
XSECTION 7
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
1 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
0.0051.48 5.0051.89 10.0052.38 15.0052.48 20.0052.23 25.0052.34 30.000.9754.2153.24 35.001.8056.6854.88 40.002.5659.1656.61 45.002.3560.4858.13 50.001.0560.5059.44 55.00-0.0760.5160.57 60.00-1.8060.5362.33 65.00-3.2160.5763.78
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 45.00
XSECTION 5
SCALE HZ = 1 : 250 VT = 1 : 250
0.0064.59 5.0064.81 10.0064.80 15.0064.92 20.0065.26 25.0066.39 30.000.5668.2067.65 35.001.6470.6769.03 40.002.2372.6070.37 45.000.9072.6071.70 48.000.0872.6072.52
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 58.00
XSECTION 6
SCALE HZ = 1 : 250 VT = 1 : 250
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
0.00-3.9676.1980.15 5.00-4.7076.3281.02 10.00-3.8878.0981.98 15.00-1.5181.4682.96 20.00-0.3583.4883.83 25.00-1.2583.4284.67 30.00-2.1283.3985.51 35.00-2.9783.3686.34 40.00-3.4983.5887.07 45.00-0.8886.9387.80 50.000.1888.7788.59 55.00-0.2789.1089.37 60.00-1.0189.1090.11 65.00-1.6389.1090.73 70.00-2.2589.1091.35 75.00-1.4390.6492.07 80.00-0.8391.8792.70 85.00-1.4391.9093.34 90.00-2.1992.0394.21 95.00-2.9492.1795.11 100.00-3.9192.4096.31 105.00-3.6593.9097.55 110.00-2.3296.3898.71 115.00-1.1398.87100.01 120.00-0.35101.36101.71 125.00103.43 130.00105.88 135.00108.06 140.00111.27
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 69.00
XSECTION 8
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of 8 Design:
Drawn:
10823
1
5 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
115.00-1.1398.87100.01 120.00-0.35101.36101.71 125.00103.43 130.00105.88 135.00108.06 140.00111.27 145.00114.37 150.00117.41 155.00120.58 160.00123.35 165.00126.18 170.00128.94 175.00131.43 180.00133.23
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 92.00
XSECTION 8
SCALE HZ = 1 : 250
VT = 1 : 250
0.0056.34 5.0056.34 10.0056.37 15.0055.48 20.001.3755.8554.47 25.00-1.5153.7955.30 30.00-1.9453.9155.85 35.00-2.3954.0256.41 40.00-1.9455.1057.05 45.00-0.3857.5257.90 50.0058.67 55.001.3360.6059.28 60.002.3362.1459.81 65.002.5662.8260.27 70.002.6763.4760.80
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 47.00
XSECTION 9
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
1 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
0.0064.30 5.0063.52 10.000.9963.9262.93 15.003.1465.8962.75 20.003.1365.9462.82 25.003.1966.0362.84 30.003.7366.1962.46 35.001.5166.3464.83 40.00-0.1166.7666.87 45.00-0.8367.8468.67 50.00-0.3770.0470.41 55.00-0.7271.0471.76 60.00-1.6971.3573.04 65.00-1.8372.0573.87 70.00-1.6772.4574.13 75.00-1.6372.6074.23 80.00-1.5172.6074.11 85.00-1.0972.6073.69
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 55.00
XSECTION 11
SCALE HZ = 1 : 250
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
0.0057.94 5.0057.25 10.0055.85 15.001.2456.2755.03 20.00-0.8254.2755.09 25.00-1.4453.9055.33 30.00-1.8853.8955.77 35.00-2.2353.9356.17 40.00-1.0955.3956.48 45.0056.66 50.001.2358.1956.95 55.000.3058.6858.38 60.000.0759.8459.78 65.00-1.3160.3461.65 70.00-0.2063.3163.51 75.00-0.0265.0065.02 80.00-0.2166.0466.25 85.00-1.1566.0467.18 90.00-1.9166.0467.96 95.00-2.6966.0668.74 98.00-3.2266.0969.31
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 47.00
XSECTION 10
SCALE HZ = 1 : 250
VT = 1 : 250
0.4468.95 5.000.4369.5369.10 10.003.1172.0768.96 15.005.8674.6268.76 20.004.9275.7070.78 25.003.1676.1472.98 30.001.3076.6275.32 35.00-0.7477.0677.80 40.00-2.7977.1379.92 45.00-1.9679.7881.74 50.00-0.3982.7683.14 55.00-1.4282.7984.20 60.00-1.7683.0584.81 65.00-1.9483.3585.29 70.00-1.9583.4585.40 75.00-1.9483.4985.43 80.00-1.8083.5085.30
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 62.00
XSECTION 12
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale:
Job No:
DWG
Sheet of 8 Design:
Drawn:
10823
1
7 RJG
RJG
28/08/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
0.0079.54 5.0080.45 10.0081.33 15.0081.84 20.000.3982.3481.95 25.002.5384.9682.43 30.003.3987.5584.16 35.003.4389.0485.61 40.002.5589.4386.88 45.001.7189.9188.21 50.000.7990.4289.63 55.00-0.3990.9291.31 60.00-0.2092.6192.80 65.0094.29 70.0096.18 75.0098.11 80.0099.94 85.00101.58 90.00103.67 95.00106.68 100.00110.16 105.00113.07 110.00115.97 115.00118.78 120.00121.57 125.00124.28 130.00126.90 135.00129.60 140.00131.71
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 73.00
XSECTION 13
SCALE HZ = 1 : 250 VT = 1 : 250
Checked:
Approved:
Date:
No Amendment Date
Notes
(1) Verify all dimensions on site.
Job Title
Drawing Title
Scale: DWG
Design:
Drawn:
1 RJG
RJG
22/09/17
(3) Contractor to locate all existing services prior to start of construction. Contractor also
responsible to protect throughout construction (2) Do not scale from drawing.
(4) All works undertaken in existing legal roads requires a road opening notice and traffic management plan to the approval of the Tasman District Council. It shall be the contractors sole responsibility to obtain all consents and arrange for all traffic management plans.
/ /
1 Fuji Court
PO Box 2144, Stoke NELSON
Surveying
Phone: (03) 928 0213
Management Design
APPROVED
Scale:
Scale: at A1
CROSS-SECTIONS
AS SHOWN
NATURAL/PROPOSED DESIGN
HILL ST SHA
115.00118.78 120.00121.57 125.00124.28 130.00126.90 135.00129.60 140.00131.71 145.00133.46 150.00135.18 155.00137.00 160.00138.40 165.00139.68 170.00140.83 175.00141.57 180.00141.91
CHAINAGE CUT/FILL
DESIGN SURFACE NAT
Datum RL 112.00
XSECTION 13
SCALE HZ = 1 : 250
VT = 1 : 250
