PARADISO (KENNEDY ROAD) LP - classicdevelopments.co.nz · paradiso holdings ltd. pyes pa -...
Transcript of PARADISO (KENNEDY ROAD) LP - classicdevelopments.co.nz · paradiso holdings ltd. pyes pa -...
M
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KENNEDY
LAKE
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BLVD
TAKI
TIMU
DRI
VE
PYES
PA R
OAD
HEIGHTS
MORTLAKE
ROAD
LOCALITY PLAN
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
DATESIZE
A1
KENNEDY ROAD SUBDIVISION
PYES PA - TAURANGA
STAGE 3B CIVIL DESIGN
CONSTRUCTION/APPROVAL
245883 0000 DRG CC 2000 114.11.17
A person using the Aurecon drawings and other data accepts the risk of using the drawings and other data:1. In electronic form without requesting and checking them for accuracy against the original hard copy versions;2. For any purposes not agreed to in writing by Aurecon.Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shalladopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable.
ABN: 54 005 139 873
PARADISO (KENNEDY ROAD) LPFil
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AERIAL IMAGE NOTE:SOURCED FROM THE LINZ DATA SERVICE https://data.linz.govt.nz/layer/1753-bay-of-plenty-0125m-urban-aerial-photos-2010-2011 AND LICENSED BY BOPLASS LTDAND GISBORNE DISTRICT COUNCIL DISTRICT COUNCIL FOR RE-USE UNDER THE CREATIVE COMMONS ATTRIBUTION 3.0 NEW ZEALAND LICENCE.
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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STAGE 3B CIVIL DESIGNDRAWING INDEX
245883 0000 DRG CC 2001 3
NOT TO SCALEFOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 REVISIONS UPDATED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
CIVIL DRAWING INDEXDRAWING NUMBER DRAWING TITLE REVISION
245883-0000-DRG-CC-2000 COVER SHEET 1
245883-0000-DRG-CC-2001 DRAWING INDEX 3
245883-0000-DRG-CC-2002 GENERAL NOTES 1
245883-0000-DRG-CC-2110 DESIGN LANDFORM PLAN 2
245883-0000-DRG-CC-2200 ROAD LAYOUT PLAN OVERALL 2
245883-0000-DRG-CC-2201 ROAD LAYOUT PLAN SHEET 1 2
245883-0000-DRG-CC-2202 ROAD LAYOUT PLAN SHEET 2 1
245883-0000-DRG-CC-2203 ROAD LAYOUT PLAN SHEET 3 2
245883-0000-DRG-CC-2204 ROAD LAYOUT PLAN SHEET 4 1
245883-0000-DRG-CC-2205 ROAD MARKING PLAN SHEET 1 2
245883-0000-DRG-CC-2206 ROAD MARKING PLAN SHEET 2 1
245883-0000-DRG-CC-2207 ROAD MARKING PLAN SHEET 3 2
245883-0000-DRG-CC-2208 ROAD MARKING PLAN SHEET 4 1
245883-0000-DRG-CC-2210 ROAD LONGITUDINAL SECTIONS - SHEET 1 1
245883-0000-DRG-CC-2211 ROAD LONGITUDINAL SECTIONS - SHEET 2 1
245883-0000-DRG-CC-2212 ROAD LONGITUDINAL SECTIONS - SHEET 3 1
245883-0000-DRG-CC-2220 TYPICAL ROAD CROSS SECTIONS 2
245883-0000-DRG-CC-2230 TYPICAL KERB AND FOOTPATH DETAILS 1
245883-0000-DRG-CC-2240 ROAD INTERSECTION DETAIL AT JUNCTION OF ROAD 2 AND 8 1
CIVIL DRAWING INDEXDRAWING NUMBER DRAWING TITLE REVISION
245883-0000-DRG-CC-2300 DRAINAGE LAYOUT PLAN 3
245883-0000-DRG-CC-2301 OVERLAND FLOW PATH LAYOUT PLAN 1
245883-0000-DRG-CC-2302 OVERLAND FLOW PATH DETAILS 2
245883-0000-DRG-CC-2310 STORMWATER LONGITUDINAL SECTIONS - SHEET 1 1
245883-0000-DRG-CC-2311 STORMWATER LONGITUDINAL SECTIONS - SHEET 2 1
245883-0000-DRG-CC-2312 STORMWATER LONGITUDINAL SECTIONS - SHEET 3 1
245883-0000-DRG-CC-2320 SANITARY SEWER LONGITUDINAL SECTIONS - SHEET 1 1
245883-0000-DRG-CC-2321 SANITARY SEWER LONGITUDINAL SECTIONS - SHEET 2 2
245883-0000-DRG-CC-2322 SANITARY SEWER LONGITUDINAL SECTIONS - SHEET 3 2
245883-0000-DRG-CC-2330 DRAINAGE DETAILS 1
245883-0000-DRG-CC-2400 WATER RETICULATION LAYOUT PLAN 2
245883-0000-DRG-CC-2401 WATER RETICULATION LAYOUT PLAN - SHEET 1 2
245883-0000-DRG-CC-2402 WATER RETICULATION LAYOUT PLAN - SHEET 2 1
245883-0000-DRG-CC-2403 WATER RETICULATION LAYOUT PLAN - SHEET 3 2
245883-0000-DRG-CC-2404 WATER RETICULATION LAYOUT PLAN - SHEET 4 1
1
245883-0000-DRG-CC-2500 COMBINED SERVICES PLAN - SHEET 1 2
245883-0000-DRG-CC-2501 COMBINED SERVICES PLAN - SHEET 2 1
245883-0000-DRG-CC-2502 COMBINED SERVICES PLAN - SHEET 3 3
245883-0000-DRG-CC-2503 COMBINED SERVICES PLAN - SHEET 4 1
245883-0000-DRG-CC-2600 SERVICE TRENCH CROSSINGS - CROSS SECTIONS -
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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STAGE 3B CIVIL DESIGNGENERAL NOTES
245883 0000 DRG CC 2002 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE PROJECT DRAWINGS AND SPECIFICATIONS AND CURRENT LOCAL AND REGIONALAUTHORITY GUIDELINES. ANY CONFLICT BETWEEN THE PROJECT DOCUMENTS AND COUNCIL STANDARDS SHALL BE RAISED WITH THEENGINEER FOR RESOLUTION, PRIOR TO CONSTRUCTION.
2. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE METRIC UNLESS NOTED OTHERWISE.3. CADASTRAL BOUNDARIES SHOWN HAVE BEEN SOURCED FROM LANDONLINE XML DATA AND ARE SUBJECT TO SURVEY.4. TOPOGRAPHICAL SURVEY INFORMATION IS FROM AURECON SURVEY CARRIED OUT ON: 25 MAY 2015.5. THE ORIGIN FOR THE SURVEY IS:
TCC BM 1024 RL = 45.515mVERTICAL CONTROL - MOTURIKI 1953 DATUMHORIZONTAL CONTROL- NZGD2000 BAY OF PLENTY CIRCUIT.ORIGIN: OIB I DPS 47774 (DHPY)
6. THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON INFORMATIONPROVIDED BY LOCAL AUTHORITIES AND/ OR NETWORK UTILITY OPERATORS.NO LIABILITY IS ACCEPTED FOR THE ACCURACY OR COMPLETENESS OF THE PLOTTED SERVICES. OTHER UNDERGROUND OR OVERHEADSERVICES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL SERVICES USINGNETWORK UTILITY AUTHORITY DATA AND HAVE ALL SERVICES MARKED OUT ACCURATELY ON SITE USING UTILITY AUTHORITY ON SITELOCATION SERVICES PRIOR TO COMMENCING ANY GROUND DISTURBANCE.
7. THE SETOUT OF THE CONTRACT WORKS SHALL BE BASED ON 2 BENCHMARKS.8. THE CONNECTION POINTS TO ALL OF THE SITE INFRASTRUCTURE SHALL BE CONFIRMED PRIOR TO UNDERTAKING ANY CONSTRUCTION.9. AERIAL IMAGE NOTE: SOURCED FROM THE LINZ DATA SERVICE ttps://data.linz.govt.nz/layer/1753-bay-of-plenty-0125m-urban-aerial-photos-2010-2011
AND LICENSED BY BOPLASS LTD AND GISBORNE DISTRICT COUNCIL FOR RE-USE UNDER THE CREATIVE COMMONS ATTRIBUTION 3.0 NEWZEALAND LICENCE.
NOTES
5000
552553554555556557558559501502503504506507508
510
512
514
6500
509
511
513
565
564 563 562
517 518 519520 521
522523524525526
529
546
547
548
549
550
551
567 568 569
505
531 532 533 534 535 536 537 538
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
530540
566
561 560
539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B1 STAGE 3B2
STAGE3B2
STAGE3B1
STAGE3B2
STAGE3B1
HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL
57.82
57.47
57.405
57.24
57.07
56.895
56.72
56.82
57.01
58.69
58.585 58.36 58.11 57.86 57.615 57.365 57.005
57.01557.2357.4557.66557.88558.1
59.235
58.935 58.83 58.61 58.385 58.16 57.94 58.015
57.79558.00558.21558.425
57.11557.36557.6157.8658.12
58.63558.845
58.3659.13
59.24
59.1358.43
58.83
58.28
58.67
58.14
58.5158.35
58
57.9
58.06
58.16
58.16 58.25 58.4 58.55 58.7 58.84 58.9457.5
57.5
57.6
57.5
57.0 57.87 58.12 58.27 58.41 58.81
58.6958.0957.8657.6357.41
55.4456.58 57.03 57.31 57.50 57.68 57.87 58.05 58.23 58.35 58.35 58.29 58.10 57.58 57.38 57.20
54.5 55.0
55.5
55.5 56.0
56.0
56.0
56.0 56.5
56.5
56.556.5
56.5
56.5
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.0
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
57.5
58.0
58.0
58.0
58.0
58.0
58.0
58.0
58.058.0
58.0
58.0
58.0
58.0
58.0
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.5
58.558.5
58.5
58.5
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.0
59.5
59.5
59.5
ROAD 2
ROAD 10
ROAD 10
ROAD 7
ROAD 9
ROAD 11
ROAD
8
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
305mm RIB RAFT FLOOR SLAB
330
50
25mm SAND BLINDING
50mm TOP SOIL
SUBGRADE
TYPICAL RELATIVE SITE LEVELS1:10
SUBGRADELEVEL
FFL
DESIGNLEVEL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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STAGE 3B CIVIL DESIGNDESIGN LANDFORM PLAN
245883 0000 DRG CC 2110 2
1:500 & 1:10 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGEND
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTYCONTOURS AT 0.25m INTERVALS
STAGE BOUNDARYDESIGN MAJOR CONTOURSDESIGN MINOR CONTOURSLOT NUMBERDESIGN LEVEL
49.0
52955.44
0
SCALE 1:500
5 10 20m 0
SCALE 1:10
100 400mm200
0 10
20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
110
120
130
0
10
20
30
0 10 20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
370
380
384
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
0
10 20 30 40 50 60 70 80 90 100
110
120
130
140
148
0 10 20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
200
210
220
230
235
0
10203040506070809010011
0
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
264
ROAD 2
ROAD 10
ROAD 10
ROAD 7
ROAD 9
ROAD 11
ROAD
8
350
360
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
56.0
56.0
56.5
57.0 57.5
57.5
57.5
58.0
58.0
58.0
58.5
58.5
58.5
59.0
57.5
58.5 58.0 57.5
12.5m
16.0m12
.5m
12.5m
16.0m 16.0m
12.5m12.5m
552553554555556557558559501502503504506507508
510
512
514
6500
509
511
513
565
564 563 562
517 518 519520 521
522523524525526
529
546
547
548
549
550
551
567 568 569
505
531 532 533 534 535 536 537 538
12.5m
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
530540
566
561 560
16.0m539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B1 STAGE 3B2
STAGE3B2
STAGE3B1
STAGE3B2
STAGE3B1
HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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STAGE 3B CIVIL DESIGNROAD LAYOUT PLAN OVERALL
245883 0000 DRG CC 2200 2
1:500 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
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R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO
DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.
PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN
0
SCALE 1:500
5 10 20m
0 10 20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
80
90
100
110
120
130
140
150
0
10 20
130
140
150
160
170
180
190
200
210
220
230
240
250
260
264
ROAD 10
ROAD 7
ROAD
8
CONT
INUE
D SH
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2
CONTINUED SHEET 3
56.0
57.057.5
58.0
58.0
58.5
16.0m
12.5m
16.0m
12.5m512
514
6500
511
513
565
564 563562
517 518 519
520521
522523524525526
529
567 568 569
531 532 533 534 535 536 537 538530
566
561 560
539
STAGE 3B1
2m WIDE EXPOSEDAGGREGATE FOOTPATH
SAW CUT EXISTING SEAL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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SHEET 1
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L.O'SULLIVAN
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N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO
DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.
PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN
0
SCALE 1:250
2.5 5 10m
HATCHED AREA INDICATESKENNEDY ROAD BY OTHERS
-2240
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
370
380
384
20 30 40 50 60 70 80 90 100
110
120
130
140
148
160
170
180
190
200
210
220
230
235
ROAD 11
CONT
INUE
D SH
EET
1
CONTINUED SHEET 4
350
360
STAR
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ROA
DCO
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UCTI
ON C
H ≈3
53m
56.0
56.5
57.5
57.5
57.5
16.0m
12.5m
546
547
548
549
550
12.5m
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
540
16.0m
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B2
STAGE3B2
STAGE3B1
HATCHED AREA INDICATES EXTENT OF FUTUREDESIGN NOT INCLUDED IN THIS APPROVAL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO
DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.
PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN
0
SCALE 1:250
2.5 5 10m
10
20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
200
58.0
58.0
58.5
58.5
59.0
12.5m
16.0m
12.5m
12.5m
559501
502503504506507508
510
512
514
509
511
513
565
564 563562
517 518 519
520521
567 568 569
505
566
561 560
STAGE 3B1
STAGE3B2
STAGE3B10
10
20
30
40
50
60
70
80
90
100
110
120
0
10 20
0 10 20
0
102030405060708090100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
264
ROAD 2
ROAD 10
ROAD 10
ROAD
8
CONTINUED SHEET 1
CONT
INUE
D SH
EET
4
CONT
INUE
D SH
EET
3
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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203.D
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11/5/
2018
3:58
:30 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD LAYOUT PLAN
SHEET 3
245883 0000 DRG CC 2203 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO
DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.
PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN
0
SCALE 1:250
2.5 5 10m
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
0
20 30 40 50 60 70 80 90 100
110
120
130
140
148
20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
170
180
190
200
ROAD 9
ROAD 11
CONTINUED SHEET 2
CONT
INUE
D SH
EET
4
CONT
INUE
D SH
EET
3
57.5
57.5
58.5 58.0 57.5
12.5m
12.5m
552553554555556557558559
548
549
550
551
12.5m
577
570 571 572 573 574 576575
583 582 581 580 579 578
584 585 586 587 588 589 590
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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Date:
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\PRO
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204.D
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11/5/
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3:58
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TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD LAYOUT PLAN
SHEET 4
245883 0000 DRG CC 2204 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO
DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.
PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN
0
SCALE 1:250
2.5 5 10m
ROAD 10
ROAD 7
ROAD
8
CONT
INUE
D SH
EET
2
CONTINUED SHEET 3
HATC
HED
AREA
INDI
CATE
SKE
NNED
Y RO
AD B
Y OT
HERS
512
514
6500
511
513
565
564 563562
517 518 519
520521
522523524525526
529
567 568 569
531 532 533 534 535 536 537 538530
566
561 560
539
STAGE 3B1
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
PAINTED GIVEWAY SYMBOL(4m x 1.8m)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
RG-6 GIVEWAY SIGN
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
300mm WIDE CONTINUOUSWHITE LINE
1.5m
6.0m
6.0m
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
300mm WIDE CONTINUOUSWHITE LINE
300mm WIDE CONTINUOUSWHITE LINE
1.5m
6.0m 6.0m
6.0m
6.0m
1.5m 1.5m
RG-17-1 KEEPLEFT SIGN
RG-6 GIVEWAY SIGN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
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Date:
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\PRO
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205.D
WG
11/5/
2018
3:58
:54 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD MARKING PLAN
SHEET 1
245883 0000 DRG CC 2205 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SAW CUTS (EVERY 4m)PROPOSED STREETLIGHTSTREET NAME SIGNS
0
SCALE 1:250
2.5 5 10m
ROAD 11
CONT
INUE
D SH
EET
1
CONTINUED SHEET 4
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
546
547
548
549
550
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
540
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B2
STAGE3B2
STAGE3B1
HATCHED AREA INDICATES EXTENT OF FUTUREDESIGN NOT INCLUDED IN THIS APPROVAL
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
PAINTED GIVEWAY SYMBOL(4m x 1.8m)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
300mm WIDE CONTINUOUSWHITE LINE
300mm WIDE CONTINUOUSWHITE LINE
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
6.0m 6.0m
1.5m
6.0m
6.0m1.5m
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
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Plot
Date:
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\PRO
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\2458
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DRG-
CC-2
206.D
WG
11/5/
2018
3:59
:05 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD MARKING PLAN
SHEET 2
245883 0000 DRG CC 2206 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SAW CUTS (EVERY 4m)PROPOSED STREETLIGHTSTREET NAME SIGNS
0
SCALE 1:250
2.5 5 10m
ROAD 2
ROAD 10
ROAD 10
ROAD
8
CONTINUED SHEET 3
CONTINUED SHEET 1
CONT
INUE
D SH
EET
4
CONT
INUE
D SH
EET
3
HATC
HED
AREA
INDI
CATE
SKE
NNED
Y RO
AD B
Y OT
HERS
559501
502503504506507508
510
512
514
509
511
513
565
564 563562
517 518 519
520521
567 568 569
505
566
561 560
STAGE 3B1
STAGE3B2
STAGE3B1
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
PAINTED GIVEWAY SYMBOL(4m x 1.8m)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
RG-6 GIVEWAY SIGN
300mm WIDE CONTINUOUSWHITE LINE
300mm WIDE CONTINUOUSWHITE LINE
300mm WIDE CONTINUOUSWHITE LINE
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
6.0m
6.0m
1.5m1.5m
6.0m
6.0m
1.5m1.5m
100mm WIDE CONTINUOUSWHITE LINE
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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Date:
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\PRO
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\2458
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DRG-
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207.D
WG
11/5/
2018
3:59
:14 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD MARKING PLAN
SHEET 3
245883 0000 DRG CC 2207 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SAW CUTS (EVERY 4m)PROPOSED STREETLIGHTSTREET NAME SIGNS
0
SCALE 1:250
2.5 5 10m
ROAD 9
ROAD 11
CONTINUED SHEET 4
CONTINUED SHEET 2
CONT
INUE
D SH
EET
3
552553554555556557558559
547
548
549
550
551
577
570 571 572 573 574 576575
583 582 581 580 579 578
584 585 586 587 588 589 590
STAGE 3B2
STAGE3B2
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
PAINTED GIVEWAY SYMBOL(4m x 1.8m)
PAINTED GIVEWAY SYMBOL
(4m x 1.8m)
PAINTED GIVEWAY SYMBOL(4m x 1.8m)
RG-6 GIVEWAY SIGN
300mm WIDE CONTINUOUSWHITE LINE
100mm WIDE WHITE LINE1m LONG WITH 3m GAP
6.0m
6.0m1.5m
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
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Date:
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208.D
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11/5/
2018
3:59
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MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD MARKING PLAN
SHEET 4
245883 0000 DRG CC 2208 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SAW CUTS (EVERY 4m)PROPOSED STREETLIGHTSTREET NAME SIGNS
0
SCALE 1:250
2.5 5 10m
CRES
T RL
59.1
SAG
RL 58
.45
SAG
RL 58
.12
VC6m VC30m VC6mVERTICAL(-3%) (1.54%) (-1.25%) (2.14%)ALIGNMENT
1:-33.31 1:65.14 1:-80.19 1:46.79
HORIZONTAL STR333.18mALIGNMENT
0.00
-0.36
58.29
58.65
4.69
-0.32
58.19
58.51
8.66
-0.33
58.13
58.45
10.69
-0.37
58.10
58.47
20.00
-0.47
58.14
58.61
40.00
0.17
59.09
58.92
43.31
0.37
59.34
58.97
59.86
0.67
59.77
59.10
60.00
0.67
59.77
59.10
73.31
0.98
59.99
59.01
80.00
1.11
60.04
58.93
100.0
01.2
859
.9658
.68
120.0
01.9
860
.4158
.43
140.0
01.4
959
.6858
.18
144.0
21.5
359
.6658
.1314
6.23
1.58
59.70
58.12
150.0
21.5
459
.7058
.1615
2.56
1.21
59.42
58.21
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL50.0
ROAD 8 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
EXISTING GROUNDFINISHED ROAD LEVEL
CRES
T RL
58.21
SAG
RL 54
.99
VC6m VC30m VC30mVERTICAL(-2.99%) (3.74%) (1.14%) (-1.2%)ALIGNMENT1:-33.42 1:26.72 1:88 1:-83.65
HORIZONTAL STR384.41mALIGNMENT
0.00
-0.32
54.86
55.18
5.02
0.29
55.32
55.03
7.69
0.55
55.54
54.99
11.02
0.70
55.75
55.05
20.00
0.56
55.95
55.39
40.00
-0.46
55.68
56.14
48.07
-0.74
55.70
56.44
60.00
-0.74
56.09
56.82
78.07
-0.87
56.30
57.17
80.00
-0.90
56.30
57.19
100.0
0-1
.2256
.2057
.42
120.0
0-0
.6756
.9757
.65
140.0
00.3
458
.2157
.87
160.0
02.5
960
.6958
.1016
2.46
2.73
60.86
58.13
177.0
81.2
859
.5058
.2118
0.00
0.69
58.90
58.21
192.4
6-0
.3257
.8158
.12
200.0
0-0
.2257
.8158
.03
220.0
0-0
.3857
.4157
.79
240.0
0-0
.5656
.9957
.55
260.0
0-0
.7656
.5557
.31
280.0
0-0
.6456
.4457
.07
300.0
0-0
.0956
.7456
.84
320.0
0-0
.0456
.5656
.60
340.0
0-0
.1056
.2656
.36
360.0
0-0
.3055
.8256
.12
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL50.0
ROAD 7 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
EXISTING GROUND
FINISHED ROAD LEVEL
SAG
RL 55
.92
VC6mVERTICAL(-1.2%) (3%)ALIGNMENT1:-83.65 1:33.33
HORIZONTAL STR384.41mALIGNMENT
340.0
0-0
.1056
.2656
.36
360.0
0-0
.3055
.8256
.12
375.4
0-0
.1655
.7855
.9337
7.11
-0.10
55.82
55.92
380.0
0-0
.0355
.9355
.9538
1.40
0.07
56.05
55.99
384.4
156
.05
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL51.0
ROAD 7 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
EXISTING GROUND
FINISHED ROAD LEVEL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
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Date:
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\PRO
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210.D
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11/5/
2018
3:59
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MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD LONGITUDINAL SECTIONS
SHEET 1
245883 0000 DRG CC 2210 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
ROAD 10 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
SAG
RL 57
.75
VC6m VC20m VC6mVERTICAL(-3%) (-0.79%) (0.78%) (2.97%)ALIGNMENT
1:-33.33 1:-126.4 1:127.56 1:33.63
R 12m R 12mHORIZONTAL STR103.23m STR20.1m STR103.23mALIGNMENT
00.6
759
.7859
.113
-0.39
58.63
59.02
9-0
.5658
.3558
.9
20-1
.357
.5258
.82
40-1
.8456
.8158
.66
60-1
.8356
.6758
.5
80-1
.4656
.8858
.34
100
-0.66
57.52
58.18
103.2
3-0
.5357
.6258
.16
120
-0.2
57.82
58.02
122.0
8-0
.2557
.7658
.01
140
-0.58
57.28
57.87
142.1
8-0
.5957
.2657
.85
149.8
8-0
.6557
.1457
.79
159.9
3-0
.8756
.8857
.7516
0-0
.8756
.8857
.7516
1.03
-0.89
56.85
57.75
169.8
8-1
.1556
.6457
.79
180
-1.39
56.47
57.87
200
-1.35
56.68
58.02
220
-1.14
57.04
58.18
240
0.41
58.74
58.34
250.1
71.3
59.72
58.42
256.1
71.5
760
.158
.53
260
1.460
.0458
.64
264.2
71.2
660
.0358
.77
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL52.0
EXISTING GROUND
FINISHED ROAD LEVEL
SAG
RL 56
.4
VC6m VC6mVERTICAL(-2.85%) (-1.15%) (3.01%)ALIGNMENT1:-35.13 1:-86.99 1:33.22
R -12mHORIZONTAL STR134.82m STR81.3mALIGNMENT
00.6
759
.7859
.112.6
80.9
259
.9559
.03
8.68
1.09
6058
.91
201.2
560
.0358
.78
401.4
459
.9958
.55
601.7
560
.0758
.32
802.2
60.29
58.09
100
1.82
59.68
57.86
120
2.44
60.07
57.63
134.8
23
60.46
57.46
140
2.56
59.96
57.4
153.6
71.6
758
.9257
.24
160
1.77
58.94
57.17
180
1.31
58.25
56.94
200
0.49
57.2
56.71
220
0.09
56.57
56.48
226.2
80.1
156
.5256
.4122
7.94
0.12
56.52
56.4
232.2
80.0
856
.5456
.4623
4.97
-0.06
56.48
56.54
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL51.0
ROAD 9 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
EXISTING GROUND
FINISHED ROAD LEVEL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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11/5/
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3:59
:32 P
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TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD LONGITUDINAL SECTIONS
SHEET 2
245883 0000 DRG CC 2211 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SAG
RL 56
.73
VC6m VC6mVERTICAL(-3.07%) (-1.4%) (2.98%)ALIGNMENT1:-32.62 1:-71.65 1:33.5
HORIZONTAL STR147.77mALIGNMENT
01.2
660
.0358
.772.6
91.3
560
.0458
.69
8.69
1.54
60.09
58.55
201.7
760
.1658
.4
401.8
559
.9658
.12
602.0
459
.8757
.84
802.8
860
.4457
.56
100
3.54
60.82
57.28
120
2.83
59.83
57
138.1
21.9
558
.6956
.7514
01.8
258
.5556
.7314
0.03
1.82
58.55
56.73
144.1
21.4
758
.2656
.7914
7.77
57.97
CHAINAGE
DEPTH OF CUT/FILL(FROM EXISTING)
EXISTING GROUND
DESIGN CL
Datum RL50.0
ROAD 11 LONGITUDINAL SECTIONHORIZONTAL 1:500
VERTICAL 1:100
EXISTING GROUNDFINISHED ROAD LEVEL
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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Date:
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\PRO
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11/5/
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3:59
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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD LONGITUDINAL SECTIONS
SHEET 3
245883 0000 DRG CC 2212 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
BOUN
DARY
BOUN
DARY
1.5m 3.0m 2.3m
CL
BERM BERM BERMFOOTPATH
STAN
DARD
KER
BAN
D CH
ANNE
L
LANE1.0m 1.7m
LANE
2%3%
3%3%3%
3%POW
ER
WAT
ER
STOR
MWAT
ER
SEW
ER
FIBR
E
3.0m
12.5m
BDY TO BDY
150mm GAP40 BASECOURSE125mm GAP65
MIN SUBGRADE STRENGTH CBR 5
REFER DRAWING CC-2230FOR FOOTPATH DETAILS(PAVEMENT TYPE 3)
STAN
DARD
KER
BAN
D CH
ANNE
L
500
1000
500
750
800
1100
HV P
OWER
(WHE
RE R
EQUI
RED)
POW
ER
WAT
ER
FIBR
E
500
1000
500
750
800
1100
HV P
OWER
(WHE
RE R
EQUI
RED)
450mm DEPTH SUBSOIL DRAIN TO BECONSTRUCTED. CONNECT SUBSOILDRAIN TO EACH CESSPIT.(IF REQUIRED IN CUT AREAS)
SUBSOIL DRAIN
25mm ASPHALTIC CONCRETE DG7ON WATERPROOF MEMBRANE SEAL
PAVEMENT TYPE 1 - ROAD 9, 10 AND 111:25
200 300 300 200
BOUN
DARY
STOR
MWAT
ER
16.0m
BOUN
DARY
1.5mBERM BERMFOOTPATH1.8m 1.7m
LANE
2%3%
3%3%
SEW
ER
3.0m
STAN
DARD
KER
BAN
D CH
ANNE
LBDY TO BDY
5.0m
150mm GAP40 BASECOURSE125mm GAP65
MIN SUBGRADE STRENGTH CBR 5
1.5mBERMBERM
1.8m1.7mLANE
2%3%
3%3%
3.0m
STAN
DARD
KER
BAN
D CH
ANNE
L
CL
450mm DEPTH SUBSOIL DRAIN TO BECONSTRUCTED. CONNECT SUBSOILDRAIN TO EACH CESSPIT.(IF REQUIRED IN CUT AREAS)
SUBSOIL DRAIN
5.0m
500
1300
750
800
POW
ER
WAT
ER
FIBR
E
1100
HV P
OWER
(WHE
RE R
EQUI
RED)
1000500
1300
500
750
800
POW
ER
WAT
ER
FIBR
E
1100
HV P
OWER
(WHE
RE R
EQUI
RED)
PAVEMENT TYPE 1 - ROAD 7 AND 81:25
25mm ASPHALTIC CONCRETE DG7ON WATERPROOF MEMBRANE SEAL
1000
500
BOUN
DARY
1.5mBERM BERMFUTURE FOOTPATH
0.8m - 1.0m 0.5m
2% 3%3%
LV P
OWER
WAT
ER
FIBR
E
700
STAN
DARD
KER
BAN
D CH
ANNE
L
2500
500
750
APPR
OX. 1
000
500
KENNEDY ROAD - SERVICES LOCATION1:25
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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11/5/
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3:59
:44 P
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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNTYPICAL ROAD CROSS SECTIONS
245883 0000 DRG CC 2220 2
1:25 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 FIBRE AND POWER LOCATIONS AMENDED N.RAYNOR
NOTE:1. REFER TO DRAWING CC-2200 FOR ROAD LAYOUT PLAN.2. REFER TO DRAWING CC-2230 FOR KERB DETAILS.3. SUBSOIL DRAINS TO BE INSTALLED UNDER ALL KERB AND
CHANNEL. DRAINS TO BE CONNECTED INTO CESSPITS. (REFERTO DWG CC-2230 FOR DETAIL.)
0
SCALE 1:25
500250 1000mm
425
12525
200
95
125
280
KERB AND CHANNEL1:10
HOROTIU MIX EXPOSEDAGGREGATE FINISH
30mm GRANULAR BEDDING
PAVEMENT TYPE 3 - FOOTPATH1:10
100mm 17.5MPa CONCRETE FOOTPATH(125mm THICK AT VEHICLE CROSSINGS)
TRENCH WALLS TO BE LINEDWITH GEOTEXTILE MATERIALWITH 200mm OVERLAP
450
300
250
MIN
100
MIN
100mmØ PERFORATED PIPE
WELL GRADED DRAINAGEMETAL HAND COMPACTED INMAX 150mm THICK LAYERS
SUBSOIL DRAIN FOR KERBS1:10
REFER TO TCC STANDARD DETAIL T420
12525
200
300
100
KERB AND FOOTING1:10
5
0
SCALE 1:10
100 400mm200
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
NOTE:1. REFER TO DRAWINGS CC-2200 TO 2204 INCLUSIVE FOR ROAD
LAYOUT PLAN.2. REFER TO DRAWINGS CC-2220 FOR TYPICAL ROAD AND ROW
CROSS SECTIONS.
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNTYPICAL KERB AND FOOTPATH DETAILS
245883 0000 DRG CC 2230 1
1:10 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
10.32.0 2.0 6.3
2.0
3.1
1.5
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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11/5/
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3:59
:59 P
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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNROAD INTERSECTION DETAIL
AT JUNCTION OF ROAD 7 AND KENNEDY ROAD
245883 0000 DRG CC 2240 1
1:50 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:50
1000500 2000mm
NOTE:1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR ROAD LAYOUTS REFER TO DRAWINGS CC-2200 TO 2204
INCLUSIVE
LEGENDPAVEMENT TYPE 1
PAVEMENT TYPE 3
KERB AND CHANNEL
ISLAND KERB
NEW STREETLIGHT
3.0
RG-17-1 KEEPLEFT SIGN
PAINTED GIVEWAY SYMBOL(4m x 1.6m)300mm WIDE
CONTINUOUSWHITE LINE
RG-6 GIVEWAY SIGN
RG-17-1 KEEPLEFT SIGN
PRAM CROSSING
20 MPa CONCRETE HALF BLACK5kg/m³ BLACK OXIDE WITHBROOM FINISH TO ISLAND
RG-6 GIVEWAY SIGN
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
100mm WIDE CONTINUOUSWHITE LINE (30m LONG)
PRAM CROSSING
KENN
EDY
ROAD
6.06.0
NEW ROAD 7 TO BE TIEDINTO KENNEDY ROAD.KERB REMOVED WHERENECESSARY TO ACHIEVEJUNCTION.
NEW KERB TO MERGE INTOKENNEDY ROAD KERB LINE
NEW KERB TO MERGE INTOKENNEDY ROAD KERB LINE
ROAD 7
6.0
LEGENDSTORMWATER MANHOLE
STORMWATER LINE
STORMWATER MANHOLE LABEL
CATCHPIT
DOUBLE CATCHPIT
SANITARY SEWER MANHOLE
SANITARY SEWER RODDING EYE
SANITARY SEWER LINE
SANITARY SEWER EXTRA DEPTH
SANITARY SEWER MANHOLE LABEL
STAGE BOUNDARIES
SW
S
RE
CP2-1
DCP3-1
AA6
EXISTING SERVICES COLOURED GREY
8/1S
ROAD 2
ROAD 10
ROAD 10
ROAD 7
ROAD 9
ROAD 11
ROAD
8
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
5000
552553554555556557558559501502503504506507508
510
512
514
6500
509
511
513
565
564 563 562
517 518 519520 521
522523524525526
529
546
547
548
549
550
551
567 568 569
505
531 532 533 534 535 536 537 538
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
530 540
566
561 560
539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B1 STAGE 3B2
STAGE3B2
STAGE3B1
STAGE3B2
STAGE3B1
HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL
SWSW
SWSW
SW
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW
SW SW SW SW SW SW
SWSW
SWSW
SWSW
SWSW SW SW
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SWSW
SWSWSWSWSWSWSWSWSW
SWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SW
SW
SWSWSW
SW
SWSWSW
SS
SS
SS
SS S S S S S S S
S S S S S S S
SS
SS
SS
S
SSSSSSSSSS
SSSSSSSSSS
SS
SS
150mmØ15
0mmØ
150m
mØ
150mmØ
150mmØ
150m
mØ15
0mmØ
150mmØ
150mmØ
150mmØ
150mmØ150mmØ
150mmØ 150mmØ 150mmØ
150m
mØ
450mmØ 375mmØ 300mmØ
375m
mØ37
5mmØ
300mmØ
300mmØ
825mmØ525mmØ450mmØ300mmØ
525m
mØ45
0mmØ
300mmØ
300mmØ
375m
mØ30
0mmØ
300mmØ
300mmØ
S S S S
9/1
9/2 9/3
10/1
10/2 10/3
9/4
11/1 13/2
12/412/2
12/1
9/69/5 BA1BA2
BB2
BB3
BC3
BA3BA4
BD4
BE2
BD5
AA3
AC1AB1
AA2
AB2 AB3
C1BA5
BD1
BB1
BC1
SW
SW
SW
SW SW
SW
SW
SW SW SWSWSW
SWSW
SW SW SW
SWSW
SWSW SW SW
SW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SS
SS
SS
SS
SS
SS
SS
SS
SS
14/1
SWSW
ENDCAP
BE1
BD3
BD2
300mmØ
300mmØ
SSSSSSSSSSSSSSSSSS9B/39B/4 9B/5 9B/6
150mmØ150mmØ150mmØ
BB6 BB4
SW
CP7/6
CP7/5
CP9/2CP9/1
CP11/2
CP9/4
CP9/3
CP7/4
CP7/3
CP7/2
CP7/1
DCP7/2
DCP7/1
DCP10/1
DCP10/2
CP10/3
CP10/2
CP8/3CP8/3
CP8/2CP8/1
CP11/1
SS S S S S S S S S S S S S S S S S S S S S S S S S
EXTENT OFWORKS STAGE 3B1
BA0
12/3
13/1
BC2
BB5
CP9/6
CP9/5
CP11/4
CP11/3
825mmØ
600m
mØ
DN 90
0 RCR
RJ C
LASS
2
S S14/214/3
14/4
XX
XX
XX
X
KENN
EDY
ROAD
ROAD 2 (TE RANGA MEMORIAL DRIVE)ROAD 2 (TE RANGA MEMORIAL DRIVE)
MANHOLE C1 TO BE CONSTRUCTED ON ENDOF EXISTING 450mm RCRRJ. REMOVEEXISTING TEMPORARY CAP ON PIPE
MANHOLE 9/1 TO BE CONSTRUCTED ONEND OF EXISTING 150mm uPVC. REMOVEEXISTING TEMPORARY CAP ON PIPE
MH 9/2 1200mmØMH 9/3 1200mmØ
REMOVE EXISTINGSTORMWATERCONNECTION(CAP IN BERM).
REMOVE EXISTING150mm uPVC
REMOVE EXISTING STORMWATERCONNECTIONS (CAP IN ACCESSWAY)
ADD NEWSTORMWATERCONNECTION
ADD NEWSEWERCONNECTION
STORMWATERCONNECTION
TO REMAIN
REMOVE EXISTING SEWERCONNECTIONS & PROVIDE1x150mmØ CONNECTION
CONSTRUCT NEW MANHOLE14/1 ON EXISTING LINE
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TRG
0
SCALE 1:500
5 10 20m
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. ALL MANHOLES TO BE 1050mmØ UNLESS NOTED OTHERWISE,
COVERS TO BE HEAVY DUTY.4. ALL WORKS ON EXISTING SEWER TO BE UNDERTAKEN BY TCC.5. ALL SUMPS TO BE STANDARD6. ALL SUMP LEADS TO BE 300mmØ UNLESS NOTED OTHERWISE.7. REFER TO TAURANGA CITY COUNCIL INFRASTRUCTURE
DEVELOPMENT CODE TCC T501, T505, T506 STORMWATERMANHOLES T425 RECESSED SUMP, T525 YARD SUMP AND T551,T651 BEDDING AND BACKFILL DETAILS.
8. REFER TO LONGITUDINAL SECTIONS FOR PIPE SIZE AND TYPES.9. ALL LOT CONNECTIONS THAT PASS UNDER CARRIAGEWAYS TO
BE DN150 uPVC SN8 WITH A REDUCER AT THE CONNECTION.ALL OTHER CONNECTIONS TO BE DN100 uPVC SN16.
10. CONTRACTOR SHALL LOCATE AND EXPOSE EXISTINGSTORMWATER CONNECTION AT LOCATIONS OF SWMH C1BEFORE COMMENCING PIPE LAYING.
11. CONTRACTOR SHALL LOCATE AND EXPOSE EXISTING SEWERAT LOCATION OF SSMH 9/1 BEFORE COMMENCING PIPE LAYING.
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNDRAINAGE LAYOUT PLAN
245883 0000 DRG CC 2300 3
1:500 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 LOT 506 DRAINAGE CONNECTIONS ADDED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARIES
OVERLAND FLOW PATHROAD 2
ROAD 10
ROAD 10
ROAD 7
ROAD 9
ROAD 11
ROAD
8
5000
552553554555556557558559501502503504506507508
510
512
514
6500
509
511
513
565
564 563 562
517 518 519520 521
522523524525526
529
546
547
548
549
550
551
567 568 569
505
531 532 533 534 535 536 537 538
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
530 540
566
561 560
539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL
KENN
EDY
ROAD
ROAD 2 (TE RANGA MEMORIAL DRIVE)ROAD 2 (TE RANGA MEMORIAL DRIVE)
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CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNOVERLAND FLOW PATH LAYOUT PLAN
245883 0000 DRG CC 2301 2
1:500 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTAGE BOUNDARIES
OVERLAND FLOW PATH
6000
310
MIN
LOT LEVEL 57.872000 2000
BDY
BDY
LOT LEVEL 57.00
16
BASE LEVEL 57.56
2000 EXPOSED AGGREGATE CONCRETE FOOTPATH
16
150mm TOPSOIL AND GRASSTO SLOPING SURFACES
870
6000
2000 EXPOSED AGGREGATE CONCRETE FOOTPATH
480
MAX
LOT LEVEL 57.41
14
2000 2000
BDY
BDY
LOT LEVEL 56.961
4BASE LEVEL 56.93
450
150mm TOPSOIL AND GRASSTO SLOPING SURFACES
FOOTPATH
6500
513
565
517 518
525526
531 532 533530
LOT LEVEL 57.41
INV LEVEL 56.77
BASE OF OVERLAND FLOW PATH(FROM 56.93 TO 57.56 LEVEL)
OVERLAND FLOW PATH CHANNEL(SLOPING SIDES GRADE VARIES)
BASE LEVEL 56.93
LOT LEVEL 57.87
LOT LEVEL 57.00
SINGLE KERB LETDOWN FOR OVERLANDFLOW PATH (MIN 2.0m WIDE)
SINGLE KERB LETDOWN FOR OVERLANDFLOW PATH (MIN 2.0m WIDE)
LOWER FOOTPATH 100mm TO ENABLEOVERLAND FLOW PATH. ENSUREAPPROACH GRADES DO NOT EXCEED 1:12
INV LEVEL 57.63
INV LEVEL 57.64
BASE LEVEL 57.56
FALL
LOWER FOOTPATH 100mm TO ENABLEOVERLAND FLOW PATH. ENSUREAPPROACH GRADES DO NOT EXCEED 1:12
BASE LEVEL 57.24
CHAINAGES
DEPTH
DESIGN LEVEL
CHANNEL INVERTDatum 56.0
OVERLAND FLOW PATH LONGITUDINAL SECTION1:250 HORIZ1:25 VERT
0.00
0.00
57.63
57.63
0.03
0.08
57.75
57.67
3.29
0.14
57.81
57.67
7.01
0.31
57.87
57.56
41.00
0.49
57.41
56.92
42.80
0.10
56.97
56.87
46.00
0.09
56.90
56.81
46.02
0.00
56.77
56.77
23.99
0.40
57.64
57.24
INVERT OF OVERLANDFLOW PATH
DESIGN SURFACE
KERB
LETD
OWN
RD10
KERB
LETD
OWN
RD07
BOUN
DARY
(SEC
TION
A)BO
UNDA
RY(S
ECTI
ON B
)
FOOT
PATH
LOTS 516 & 517 LOTS 526 & 527 FPBERMBERMFP-1.9% -1.9% -2.0%-3.0%-3.0%0.0%
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SCALE 1:250
2.5 5 10m
NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNOVERLAND FLOW PATH DETAILS
245883 0000 DRG CC 2302 2
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR02.10.17
0 02.10.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
SECTION A-1:20
SECTION B-1:20
B-
A-
0
SCALE 1:20
200 400 800mm
PLAN1:250
ROAD 7
ROAD 10
0
SCALE 1:25
500250 1000mm
STORMWATER LINE AA1:500 HORIZ1:100 VERT
46.0
2%
10.95
54.77
0.00
52.75
52.75
2.02
2.02
OPUS
19A
150m
m IL
54.57
150m
m IL
55.17
150m
m IL
55.80
375mmØRCRRJ CLASS 23.6%
53.32
55.19
10.95
52.97
53.04
2.22
2.15
C1
150m
m IL
56.27
300mmØRCRRJ CLASS 21.39%
30.47
57.01
64.27
54.96
55.04
2.04
1.97
AA2
57.44
94.74
55.46
1.97
AA3
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
EXISTING NEW WORKS
450mmØRCRRJCLASS 2
STORMWATER LINE AC1:500 HORIZ1:100 VERT
48.0
150m
m IL
56.26
300mmØRCRRJ CLASS 20.7%
21.34
57.86
0.00
55.38
55.48
2.48
2.38
AB1
57.88
21.34
55.63
2.25
AC1
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
STORMWATER LINE AB1:500 HORIZ1:100 VERT
46.0
150m
m IL
52.43
150m
m IL
55.82
150m
m IL
54.75
375mmØRCRRJ CLASS 20.71%
49.21
57.01
0.00
54.96
55.03
2.04
1.98
AA2
150m
m IL
55.02
150m
m IL
55.34
375mmØRCRRJ CLASS 20.69%
54.83
57.86
49.21
55.38
55.46
2.48
2.40
AB1
150m
m IL
56.57
150m
m IL
56.76
300mmØRCRRJ CLASS 20.7%
35.73
58.21
104.0
455
.8455
.912.3
72.3
0AB
2
58.44
139.7
756
.162.2
7
AB3
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
STORMWATER LINE BA1:500 HORIZ1:100 VERT
FUTU
RE 15
0mm
IL 53
.44
0.56%
9.27
56.02
59.94
53.86
53.93
2.16
2.08
BA0
MH12
00
56.04
69.22
53.99
2.05
45.0825mmØRCRRJ CLASS 2
0.56%
43.06
54.03
2.01
BA1
MH12
00
150m
m IL
55.83
150m
m IL
56.16
525mmØRCRRJ CLASS 20.56%
98.27
56.56
112.2
854
.2654
.562.2
91.9
9BA
2MH
1050
150m
m IL
56.84
150m
m IL
56.99
450mmØRCRRJ CLASS 20.87%
48.56
57.46
210.5
455
.1155
.192.3
52.2
8BA
3MH
1050
150m
m IL
56.85
150m
m IL
56.79
300mmØRCRRJ CLASS 20.58%
56.35
58.27
259.1
055
.6155
.762.6
62.5
1BA
4MH
1500
57.80
315.4
556
.091.7
1BA
5MH
1050
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 825mmØRCRRJ
CLASS 2
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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11/5/
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4:00
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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSTORMWATER LONGITUDINAL SECTIONS
SHEET 1
245883 0000 DRG CC 2310 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
STORMWATER LINE BB1:500 HORIZ1:100 VERT
45.0
150m
m IL
54.00
0.56%
15.34
56.56
0.00
54.26
54.53
2.29
2.03
BA2
150m
m IL
55.52
150m
m IL
55.35
525mmØRCRRJ CLASS 20.57%
33.76
56.51
15.34
54.61
54.63
1.89
1.87
BB1
MH10
50
150m
m IL
55.68
150m
m IL
56.21
150m
m IL
56.07
450mmØRCRRJ CLASS 20.56%
49.35
56.89
49.10
54.82
54.90
2.06
1.99
BB2
MH10
50
57.43
98.46
55.17
2.26
BB3
MH10
5015
0mm
IL 55
.97
1.27%
15.80
55.25
2.18
150m
m IL
56.71
300mmØRCRRJ CLASS 21.05%
59.31
57.49
114.2
655
.4555
.522.0
41.9
7BB
4MH
1050
150m
m IL
57.14
150m
m IL
57.36
300mmØRCRRJ CLASS 21.34%
46.22
58.19
173.5
756
.1556
.192.0
42.0
0BB
5MH
1050
58.72
219.7
956
.811.9
1BB
6MH
1050
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
525mmØRCRRJCLASS 2
375mmØRCRRJCLASS 2
STORMWATER LINE BD1:500 HORIZ1:100 VERT
46.0
150m
m IL
53.12
150m
m IL
56.29
375mmØRCRRJ CLASS 20.91%
38.82
58.27
0.00
55.61
55.65
2.66
2.63
BA4
300mmØRCRRJ CLASS 20.79%
24.83
58.69
38.82
56.00
56.07
2.70
2.62
BD1
300mmØRCRRJ CLASS 20.91%
22.07
58.92
63.64
56.27
56.29
2.65
2.63
BD2
300mmØRCRRJ CLASS 20.63%
25.98
59.14
85.71
56.49
56.53
2.65
2.61
BD3
58.95
111.6
956
.692.2
5BD
4
150m
m IL
57.35
300mmØRCRRJ CLASS 20.71%
31.24
58.95
111.6
956
.6956
.752.2
52.1
9
58.70
142.9
356
.981.7
2BD
5
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
STORMWATER LINE BC1:500 HORIZ1:100 VERT
46.0
150m
m IL
54.45
0.56%
13.23
56.89
0.00
54.82
54.97
2.06
1.92
BB2
150m
m IL
56.09
300mmØRCRRJ CLASS 21.11%
63.92
56.87
13.23
55.04
55.12
1.82
1.75
BC1
150m
m IL
56.49
300mmØRCRRJ CLASS 41.05%
27.40
57.70
77.15
55.83
55.85
1.88
1.86
BC2
58.09
104.5
656
.131.9
5BC
3
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
375mmØRCRRJCLASS 2
STORMWATER LINE BE1:500 HORIZ1:100 VERT
49.0300mmØRCRRJ CLASS 2
0.86%
20.96
58.69
0.00
56.00
56.10
2.70
2.59
BD1
150m
m IL
57.17
300mmØRCRRJ CLASS 20.77%
39.16
58.51
20.96
56.28
56.32
2.23
2.19
BE1
58.20
60.11
56.62
1.58
BE2
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSTORMWATER LONGITUDINAL SECTIONS
SHEET 2
245883 0000 DRG CC 2311 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
CATCHPIT LEADS1:500 HORIZ1:100 VERT
44.0
40.86%
2.42
56.69
0.00
54.77
54.77
1.92
1.92
DC
56.51
2.42
55.76
0.75
CP7/6
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 43.0
SS9 1
50mm
IL 53
.87
10.97%
8.37
56.77
0.00
54.82
54.82
1.95
1.95
DC
56.57
8.37
55.74
0.84
CP7/5
44.0
21.27%
3.67
56.51
0.00
54.84
54.84
1.67
1.67
BB1
56.34
3.67
55.62
0.72
CP9/2
43.0
SS12
150m
m IL
54.23
7.47%
8.8356
.510.0
054
.8454
.841.6
71.6
7BB
1
56.34
8.83
55.50
0.85
CP9/1
45.0
SS13
150m
m IL
54.74
6.94%
9.78
56.87
0.00
55.17
1.69
BC1
56.69
9.78
55.85
55.85
0.84
0.84
CP11
/2
45.0
13.96%
5.52
56.87
-8.64
55.17
55.17
1.69
1.69
BC1
56.70
-3.12
55.94
0.76
CP11
/1
46.0
17.5%
9.16
58.92
0.00
56.32
56.32
2.60
2.60
BD2
58.78
9.16
57.92
0.86
CP8/3
43.0
27.83%
2.69
56.04
0.00
54.37
54.37
1.67
1.67
BA1
55.87
2.69
55.11
0.75
CP7/1
0
43.0
SS9 1
50mm
IL 54
.24
7.62%
8.50
56.04
0.00
54.37
54.37
1.67
1.67
BA1
55.87
8.50
55.02
0.85
CP7/9
45.0
16.51%
7.68
57.46
0.00
55.44
55.44
2.02
2.02
BA3
57.63
7.68
56.71
0.92
CP7/4
44.0
SS9 1
50mm
IL 53
.37
12.48%
10.58
57.46
0.00
55.44
55.44
2.02
2.02
BA3
57.62
10.58
56.76
0.86
CP7/3
44.0
36.92%
2.75
57.44
0.00
55.50
55.50
1.94
1.94
AA3
57.26
2.75
56.51
0.75
CP7/2
43.0
SS9 1
50mm
IL 52
.61
10.74%
8.42
57.44
0.00
55.50
55.50
1.93
1.93
AA3
57.26
8.42
56.41
0.85
CP7/1
42.0
31.37%
3.30
55.19
0.00
53.25
53.25
1.94
1.94
C1
55.10
3.30
54.29
0.81
DCP7
/2
43.0
9.72%
9.66
55.19
0.00
53.25
53.25
1.94
1.94
C1
55.03
9.66
54.19
0.84
DCP7
/1
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
CATCHPIT LEADS1:500 HORIZ1:100 VERT
45.0
SS9 1
50mm
IL 53
.11
SS9C
150m
m IL
56.26
ROAD
CRO
SSIN
G 15
0mm
IL 56
.98
300mmØRCRRJ CLASS 44.72%
19.99
58.27
0.00
56.50
56.50
1.77
1.77
BA4
58.31
19.99
57.44
0.87
CP8/1
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 44.0
SS9 1
50mm
IL 53
.12
SS9C
150m
m IL
56.28
ROAD
CRO
SSIN
G 15
0mm
IL 57
.00
300mmØRCRRJ CLASS 45.12%
18.30
58.27
0.00
56.50
56.50
1.77
1.77
BA4
58.31
18.30
57.44
0.87
CP8/2
46.0
38.4%
4.42
58.92
0.00
56.32
56.32
2.60
2.60
BD2
58.90
4.42
58.01
0.89
CP8/3
46.0SS
12 15
0mm
IL 55
.77
6.96%
9.03
57.49
0.00
55.82
55.82
1.67
1.67
BB4
57.30
9.03
56.45
0.85
CP9/3
46.0
31.93%
2.35
57.49
0.00
55.82
55.82
1.67
1.67
BB4
57.32
2.35
56.57
0.75
CP9/4
45.0 44.0
SS11
150m
m IL
55.07
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
SS13
150m
m IL
55.70
8.73%
8.42
57.70
0.00
55.93
55.93
1.77
1.77
BC2
57.52
8.42
56.67
0.85
CP11
/4
46.0
SS12
150m
m IL
56.40
10.23%
9.24
58.19
0.00
56.25
56.25
1.94
1.94
BB5
58.05
9.24
57.20
0.85
CP9/5
46.0
36.52%
2.47
58.19
0.00
56.25
56.25
1.94
1.94
BB5
58.00
2.47
57.15
0.85
CP9/6
46.0
24.17%
3.16
57.70
0.00
55.93
55.93
1.77
1.77
BC2
57.54
3.16
56.69
0.85
CP11
/3
45.0300mmØRCRRJ
CLASS 4300mmØRCRRJ
CLASS 4300mmØRCRRJ
CLASS 4300mmØRCRRJ
CLASS 4
15.53%
5.02
57.86
0.00
56.10
56.10
1.76
1.76
AB1
57.63
5.02
56.88
0.75
DCP1
0/1
5.7%
11.93
57.86
0.00
56.10
56.10
1.76
1.76
AB1
57.62
11.93
56.78
0.84
DCP1
0/2
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 445.0
45.98%
2.66
58.44
0.00
56.26
56.26
2.18
2.18
AB3
58.26
2.66
57.48
0.77
CP10
/2
45.0
SS10
150m
m IL
55.80
13.53%
8.43
58.44
0.00
56.26
56.26
2.18
2.18
AB3
58.25
8.43
57.40
0.85
CP10
/3
300mmØRCRRJCLASS 4
300mmØRCRRJCLASS 4
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
312.D
WG
11/5/
2018
4:00
:55 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSTORMWATER LONGITUDINAL SECTIONS
SHEET 3 - CATCHPIT LEADS
245883 0000 DRG CC 2312 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SANITARY SEWER LINE 91:500 HORIZ1:100 VERT
45.0
0.56%
8.49
0.00
51.99
3.69
3.69
OPUS
1
150m
m IL
54.45
150mm uPVC SN160.54%
20.96
55.25
8.49
52.04
52.09
3.21
3.16
9/1
150m
m IL
55.31
150mm uPVC SN160.56%
28.49
55.84
29.45
52.20
52.23
3.63
3.60
9/2 12
00Ø
450m
m IL
55.08
150m
m IL
56.42
150m
m IL
56.28
150mm uPVC SN160.56%
90.47
56.82
57.94
52.39
52.42
4.43
4.40
9/3 12
00Ø
375m
m IL
55.69
150m
m IL
55.97
150mm uPVC SN160.55%
90.45
57.97
148.4
152
.9252
.955.0
55.0
29/4
150m
m IL
55.85
150m
m IL
55.60
150mm uPVC SN160.56%
81.80
57.48
238.8
553
.4553
.484.0
34.0
09/5
525m
m IL
54.43
150mm uPVC SN16
56.50
320.6
553
.9453
.972.5
72.5
49/6
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
29.35
2.03
350.0
056
.1654
.13EN
D CA
P
55.68
51.94
3.74
150mmØuPVC SN16
EXISTING NEW WORKS
0.56%
1.67%
4.10
56.82
0.00
52.39
54.55
4.43
2.27
9/3 12
00Ø
450m
m IL
55.11
150m
m IL
56.46
150m
m IL
56.36
150mm uPVC SN161%
90.44
56.94
4.10
54.62
55.80
2.32
1.14
9B/3
58.09
94.54
56.70
1.38
2.11
9B/4
1.67%
4.07
57.97
0.00
52.92
55.90
5.05
2.07
9/4
375m
m IL
55.73
150m
m IL
56.17
150mm uPVC SN160.71%
90.35
58.09
4.07
55.97
56.07
2.11
2.01
9B/4
57.60
94.42
56.72
0.88
2.53
9B/5
1.67%
4.11
57.48
0.00
53.45
55.01
4.03
2.47
9/5
150m
m IL
56.18
150m
m IL
55.96
150mm uPVC SN160.71%
54.77
57.60
4.11
55.08
55.18
2.53
2.43
9B/5
56.95
58.88
55.57
1.38
9B/6
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 150mmØ
uPVC SN16150mmØ
uPVC SN16150mmØ
uPVC SN1647.0 47.0 47.0
SANITARY SEWER LINE 9b1:500 HORIZ1:100 VERT
SANITARY SEWER LINE 9c1:500 HORIZ1:100 VERT
SANITARY SEWER LINE 9d1:500 HORIZ1:100 VERT
INTERNAL DROPREFER TCC IDC T608
EXTERNAL DROPREFER TCC IDC T609
EXTERNAL DROPREFER TCC IDC T609
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
320.D
WG
11/5/
2018
4:01
:03 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSANITARY SEWER LONGITUDINAL SECTIONS
SHEET 1
245883 0000 DRG CC 2320 1
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
SANITARY SEWER LINE 111:500 HORIZ1:100 VERT
375m
m IL
55.49
150m
m IL
56.42
150m
m IL
56.72
150mm uPVC SN16-1.35%
83.56
57.84
0.00
55.00
2.84
2.94
10/1
58.29
83.56
56.12
56.12
2.16
2.16
11/1
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
45.0Datum
SANITARY SEWER LINE 131:500 HORIZ1:100 VERT
150m
m IL
55.76
150mmØRCRRJ C21.55%
61.87
56.87
0.00
54.48
54.58
2.39
2.29
12/1
150m
m IL
56.24
150m
m IL
56.63
150mmØRCRRJ CLASS 21.43%
55.61
57.49
61.87
55.54
55.57
1.95
1.92
13/1
58.26
117.4
856
.361.9
113
/2
46.0
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
SANITARY SEWER LINE 121:500 HORIZ1:100 VERT
150m
m IL
55.24
375m
m IL
54.90
150mm uPVC SN160.65%
47.84
56.50
0.00
53.94
54.17
2.57
2.34
9/6
150m
m IL
55.77
150mm uPVC SN162.42%
44.12
56.87
47.84
54.48
54.51
2.39
2.36
12/1 12
/2
46.0
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum
150m
m IL
56.31
150m
m IL
56.50
150m
m IL
56.67
150mmØRCRRJ C21.02%
77.89
57.36
91.96
55.58
55.68
1.78
1.68
150m
m IL
57.07
150mmØRCRRJ CLASS 20.91%
40.29
58.22
169.8
656
.4756
.501.7
51.7
212
/3
58.68
210.1
556
.861.8
212
/4
SANITARY SEWER LINE 101:500 HORIZ1:100 VERT
45.0
1 DRA
FT S
TOW
MWAT
ER LA
TERA
LSD6
1 150
mm IL
56.67
0.55%
40.67
56.94
0.00
54.62
54.66
2.32
2.28
9B/3
150mmØuPVC SN8 RRJ0.56%
3.1157
.8440
.6754
.8854
.882.9
62.9
614
/1
1 DRA
FT S
TOW
MWAT
ER LA
TERA
LSD6
0 150
mm IL
56.10
0.71%
44.08
57.78
43.78
54.90
54.93
2.88
2.85
10/1 10
/2SW
-AB
375m
m IL
55.80
1 DRA
FT S
TOW
MWAT
ER LA
TERA
LSD7
6 150
mm IL
56.82
1 DRA
FT S
TOW
MWAT
ER LA
TERA
LSD7
9 150
mm IL
57.22
1 DRA
FT S
TOW
MWAT
ER LA
TERA
LSD8
0 150
mm IL
57.52
1.25%
87.12
58.09
87.86
55.24
55.32
2.85
2.77
10/2
58.75
174.9
856
.412.3
410
/3
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 150mmØuPVC SN8 RRJ 150mmØuPVC SN8 RRJ 150mmØuPVC SN8 RRJ
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
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OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
321.D
WG
11/5/
2018
4:01
:12 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSANITARY SEWER LONGITUDINAL SECTIONS
SHEET 2
245883 0000 DRG CC 2321 2
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
1:500 HORIZ1:100 VERT
43.0
1.02%
4.94
57.84
-30.6
354
.8854
.972.9
62.8
814
/1
0.71%
24.55
57.88
-25.6
955
.0255
.052.8
72.8
4
14/2
1.51%
51.6357
.00-1
.1455
.2255
.301.7
81.7
014
/3
57.50
50.49
56.08
1.42
14/4
CHAINAGE
DESIGN SURFACE
INVERT LEVEL
DEPTH TO INVERT
Datum 150mmØuPVC SN8 RRJ150mmØuPVC SN8 RRJ
SANITARY SEWER LINE 14
150mmØuPVC SN8
RRJ
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
322.D
WG
11/5/
2018
4:01
:17 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNSANITARY SEWER LONGITUDINAL SECTIONS
SHEET 3
245883 0000 DRG CC 2322 2
AS SHOWN (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
0
SCALE 1:500
5 10 20m 0
SCALE 1:100
1 4m2
NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
NOTE:1. REFER TO DRAWINGS CC-2300 FOR DRAINAGE
LAYOUT PLAN.
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNDRAINAGE DETAILS
245883 0000 DRG CC 2330 1
NOT TO SCALEFOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR29.09.17
0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
KENN
EDY
ROAD
ROAD 2 (TE RANGA MEMORIAL DRIVE)ROAD 2 (TE RANGA MEMORIAL DRIVE)
552553554555556557558559501502503504506507508
510
512
514
6500
509
511
513
565
564 563 562
517 518 519520 521
522523524525526
529
546
547
548
549
550
551
567 568 569
505
531 532 533 534 535 536 537 538
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
530540
566
561 560
539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B1 STAGE 3B2
STAGE3B2
STAGE3B1
STAGE3B2
STAGE3B1
HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL
ROAD 2
ROAD 10
ROAD 10
ROAD 7
ROAD 9
ROAD 11
ROAD
8
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
W W W W W W W W W W W W W W W W W W
WW
W
WWWWWWWWWWWWWWWWWWWW
W
W
WW
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWW
WW
W
W W W W W W W W W W W W W W W W W W W
WW
W
WWWWWWWWWWW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W W
63mmØ MDPE
150m
mØ uP
VC
100mmØ uPVC
100mmØ uPVC 125mm OD PN12.5 PE 80 SDR11
125m
m OD
PN1
2.5 P
E 80
SDR
11
100m
mØ uP
VC
63mmØ MDPE
63mmØ MDPE
63mmØ MDPE
63mmØ MDPE
125mm OD PN12.5 PE 80 SDR11
W18
0mm
OD P
N12.5
PE
100 S
DR 13
.6
WW
WW
WW
WW
WW
DN12
5 PE1
00 S
DR13
.6 (T
CC C
ONTR
ACTO
R)
150m
mØ uP
VC (T
CC C
ONTR
ACTO
R)
180mm OD PN12.5 PE 100 SDR 13.6 180mm OD PN12.5 PE 100 SDR 13.6
150m
mØ uP
VC15
0mmØ
uPVC
EX 63mmØ MDPE
EX 200mmØ uPVC
63mmØ MDPE
150mmØ uPVC
63mmØ MDPE
W W W W W W
W
W W W W W W W W W W W W W
W
WW
WW
WW
WW
WW
W
W
W
W EX15
0mmØ
uPVC
WW
WW
WW
WW
WW
63mm
Ø MD
PE
100m
mØ uP
VC
63mmØ 63mmØ
63mm
Ø MD
PE
CONNECT TO TCC DN125PE100 WATERMAIN
CONNECT TO TCC DN125 PE100 WATERMAIN
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
CONNECT TO TCC DN125PE100 WATERMAIN
CONNECT TO TCC63mmØ MDPE
CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN
CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN
REMOVE BLANK END AND THRUST ANDCONNECT TO EXISTING TCC 150mmØ uPVC
CONNECT TO 3B1 150mmØ uPVC WITH180mm OD PN12.5 PE 100 SDR 13.6
CONNECT TO 3B1 100mmØ uPVCWITH 125mm OD PN12.5 PE 80SDR11
CONNECT TO 3B1100mmØ uPVCWITH 125mm OD PN12.5 PE 80 SDR11
REMOVE 2x WATERCONNECTIONS
REMOVE WATERCONNECTION
NEW WATER METERCONNECTION
EXISTING WATERCONNECTION TO REMAIN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
400.D
WG
11/5/
2018
4:01
:33 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN
245883 0000 DRG CC 2400 2
1:500 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY
WW
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER
UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER
UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE
WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.0
SCALE 1:500
5 10 20m
512
514
6500
511
513
565
564 563562
517 518 519
520521
522523524525526
529
567 568 569
531 532 533 534 535 536 537 538530
566
561 560
539
STAGE 3B1
ROAD 10
ROAD 7
ROAD
8
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWWWWWWWWWW
W
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
63mmØ MDPE
150m
mØ uP
VC
100mmØ uPVC
63mmØ MDPE
WW
WW
WW
WW
WW
WW
WW
DN12
5 PE1
00 S
DR13
.6 (T
CC C
ONTR
ACTO
R)
150m
mØ uP
VC (T
CC C
ONTR
ACTO
R)
150m
mØ uP
VC
63mmØ MDPE
150mmØ uPVC
CONT
INUE
D SH
EET
2
CONT
INUE
D SH
EET
1
CONTINUED SHEET 3
CONTINUED SHEET 1
W
W W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
63mm
Ø MD
PE
100m
mØ uP
VC
63mmØ
63mm
Ø MD
PE
CONNECT TO TCC DN125 PE100 WATERMAIN
CONNECT TO TCC DN125 PE100 WATERMAIN
CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN
REMOVE 2x WATERCONNECTIONS
REMOVE WATERCONNECTION
EXISTING WATERCONNECTION TO REMAIN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
401.D
WG
11/5/
2018
4:01
:39 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN
SHEET 1 OF 4
245883 0000 DRG CC 2401 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY
WW
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER
UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER
UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE
WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.
0
SCALE 1:250
2.5 5 10m
546
547
548
549
550
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
540539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B2
STAGE3B2
STAGE3B1
HATCHED AREA INDICATES EXTENT OF FUTUREDESIGN NOT INCLUDED IN THIS APPROVAL
ROAD 11
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
WW
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
WW
WW
W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
WW
WW
W
W W W W W W W W W W W W W W W W W W W W W W W W W
150m
mØ uP
VC
125m
m OD
PN1
2.5 P
E 80
SDR
11
63mmØ MDPE
125mm OD PN12.5 PE 80 SDR11
WW
W18
0mm
OD P
N12.5
PE
100 S
DR 13
.6
180mm OD PN12.5 PE 100 SDR 13.6 180mm OD PN12.5 PE 100 SDR 13.6
150m
mØ uP
VC
63mmØ MDPE
CONT
INUE
D SH
EET
1
CONTINUED SHEET 4
W
W W W W W W W W W W W
WW
W W W W W W W
W
W W
W63mmØ
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B2
CONNECT TO 3B1 150mmØ uPVC WITH180mm OD PN12.5 PE 100 SDR 13.6
CONNECT TO 3B1100mmØ uPVCWITH 125mm OD PN12.5 PE 80 SDR11
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
402.D
WG
11/5/
2018
4:01
:47 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN
SHEET 2 OF 4
245883 0000 DRG CC 2402 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR
LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY
WW
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER
UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER
UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE
WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.
0
SCALE 1:250
2.5 5 10m
KENN
EDY
ROAD
ROAD 2 (TE RANGA MEMORIAL DRIVE)
501502
503504506507508
510
512
514
509
511
513
565
564 563562
517 518 519
520521
567 568 569
505
566
561 560
STAGE 3B1
ROAD 2
ROAD 10
ROAD 10
ROAD
8
W W W W W W W W W W W W W W W W
WW
W
W
WW
WW
WW
WWWWWWWWWWWWWWWW
W
WW
WW
W
W
W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
W
W W W W W W W W W W W W W W W W W W W W W W
150m
mØ uP
VC
100mmØ uPVC
100mmØ uPVC
100m
mØ uP
VC
63mmØ MDPE
63mmØ MDPE
WW
WW
WW
WW
WW
W
150m
mØ uP
VC
CONTINUED SHEET 1
CONT
INUE
D SH
EET
4
WW
WW
WW
WW
WW
W W W
W
W
W W EX
150m
mØ
WW
WW
WW
WW
WW
WW
WW
WW
W
W
63mm
Ø MD
PE
100m
mØ uP
VC
63mmØ
63mm
Ø MD
PE
CONNECT TO TCC DN125 PE100 WATERMAIN
CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN
CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN
NEW WATER METERCONNECTION
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
403.D
WG
11/5/
2018
4:01
:53 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN
SHEET 3 OF 4
245883 0000 DRG CC 2403 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY
WW
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER
UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER
UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE
WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.
0
SCALE 1:250
2.5 5 10m
ROAD 2 (TE RANGA MEMORIAL DRIVE)
552553554555556557558559
548
549
550
551
577
570 571 572 573 574 576575
583 582 581 580 579 578
584 585 586 587 588 589 590
STAGE 3B2
STAGE3B2
STAGE3B1
ROAD 9
ROAD 11
W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
W
WW
WW
W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWW
W W W W W W W W W W W W W W W W W W W W W W W W W
150m
mØ uP
VC
125mm OD PN12.5 PE 80 SDR11
125m
m OD
PN1
2.5 P
E 80
SDR
11
63mmØ MDPE
63mmØ MDPE
125mm OD PN12.5 PE 80 SDR11
150m
mØ uP
VC
EX 63mmØ MDPE
CONTINUED SHEET 2
CONT
INUE
D SH
EET
4EX
150m
mØ
uPVC
W
CONT
INUE
D SH
EET
3
63mmØ
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
REMOVE BLANK END ANDTHRUST AND CONNECT TOEXISTING TCC 150mmØ uPVC
CONNECT TO 3B1 100mmØ uPVCWITH 125mm OD PN12.5 PE 80SDR11
CONNECT TO 3B1100mmØ uPVCWITH 125mm OD PN12.5 PE 80 SDR11
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
404.D
WG
11/5/
2018
4:01
:59 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN
SHEET 4 OF 4
245883 0000 DRG CC 2404 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR
LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY
WW
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER
UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER
UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE
WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.
0
SCALE 1:250
2.5 5 10m
512
514
6500
511
513
565
564 563562
517 518 519
520521
522523524525526
529
567 568 569
531 532 533 534 535 536 537 538530
566
561 560
539
STAGE 3B1
ROAD 10
ROAD 7
ROAD
8
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWWWWWWWWWWW
W
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
CONT
INUE
D SH
EET
2
CONT
INUE
D SH
EET
1
CONTINUED SHEET 3
CONTINUED SHEET 1
W
W W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
SWSWSWSWSWSWSWSWSWSW SW SW SW SW SW SW SW SW SW SW SW SW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SW SW SW
SWSWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SW
SW
SW
SW
SWSWSWSWSWSW
SS
SS
SS
SS
SS
SS
S
S S S S S S S S S S S S S S
SS
SS
S
9/1
9/2 9/3
10/1
9/4
11/1
BA4
BE2
AA3
AC1AB1
AA2C1BA5
SW
SW
SW
SWSW
SW
SW
SW
SWSW
SW
SW
SWSWSWSW
SWSW
SWSW
SWSW
SWSW
SW
SW
SW
SWSW
SWSW
SW
SW
SW
SW
SWSW
SW
SW
SW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
14/1
SW
BE1SSSSSSSSSSSSSSSSSSSS
9B/39B/4
SW
S
SWSW
CP7/2
CP7/1
DCP7/2
DCP7/1
DCP10/1
DCP10/2
CP8/3CP8/3
CP8/2CP8/1
SS
SS S S S S S S S S S S S S S S S S S S S S S S S S S
S S S S S14/214/3
XX
XX
XX
XX
XX
XX
XX
X
CONNECT TO TCC DN125PE100 WATERMAIN
CONNECT TO TCC DN125PE100 WATERMAIN
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
500.D
WG
11/5/
2018
4:02
:10 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNCOMBINED SERVICES PLAN
SHEET 1 OF 4
245883 0000 DRG CC 2500 2
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTORMWATER MANHOLESTORMWATER LINESTORMWATER MANHOLE LABELCATCHPITSANITARY SEWER MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLE LABELWATER MAINWATER VALVEFIRE HYDRANTWATER METER (SINGLE)WATER METER DOUBLE)150/100 REDUCERTHRUST BLOCKPROPOSED STREETLIGHTPROPOSED TREE LOCATIONSTAGE BOUNDARY
W
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.
EXISTING SERVICES COLOURED GREY
SW
S
A6
8/1
0
SCALE 1:250
2.5 5 10m
546
547
548
549
550
577
570 571 572 573 574 576575
583 582 581 580 579 578
584
597
585 586 587 588 589 590
592 591593594595596
541 542 544543 545 6001
TO VEST AS LOCALPURPOSE RESERVE
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
540539
PROPOSED FUTURELOCAL PURPOSERESERVE AREA
STAGE 3B2
STAGE3B2
STAGE3B1
HATCHED AREA INDICATES EXTENT OF FUTUREDESIGN NOT INCLUDED IN THIS APPROVAL
ROAD 11
STAR
T OF
ROA
DCO
NSTR
UCTI
ON C
H ≈3
53m
WW
WW
WW
WW
WW
WW
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWW
WW
WW
W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
WW
WW
W
W W W W W W W W W W W W W W W W W W W W W W W W W
WW
W
CONT
INUE
D SH
EET
1
CONTINUED SHEET 4
W
W W W W W W W W W W W
WW
W W W W W W W
W
W W
W
SWSW
SWSW
SW
SW
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SW
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SW
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
S S S S S S S S S13/2
12/1
9/69/5BA1
BA2
BB2BC3
BA3BA4
BD1
BB1
BC1
SW
SWSW
SWSW
SW SW
SWSW
SWSW
SW
SW
SWSW SW SW
SW
SWSW
SWSW
SWSW
SWSW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SWSW
SW
BD3
BD2
SSSSSSSSSSSSSSSSSSS
9B/5
9B/6
CP7/6
CP7/5
CP9/2CP9/1
CP11/2
CP7/4
CP7/3
CP11/1
S S S S S S S S S S S S S S S S S S S S S S S S
BA0
13/1
SW
BC2
CP11/4
CP11/3
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
501.D
WG
11/5/
2018
4:02
:18 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNCOMBINED SERVICES PLAN
SHEET 2 OF 4
245883 0000 DRG CC 2501 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTORMWATER MANHOLESTORMWATER LINESTORMWATER MANHOLE LABELCATCHPITSANITARY SEWER MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLE LABELWATER MAINWATER VALVEFIRE HYDRANTWATER METER (SINGLE)WATER METER DOUBLE)150/100 REDUCERTHRUST BLOCKPROPOSED STREETLIGHTPROPOSED TREE LOCATIONSTAGE BOUNDARY
W
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.
EXISTING SERVICES COLOURED GREY
SW
S
A6
8/1
0
SCALE 1:250
2.5 5 10m
KENN
EDY
ROAD
ROAD 2 (TE RANGA MEMORIAL DRIVE)
501502
503504506507508
510
512
514
509
511
513
565
564 563562
517 518 519
520521
567 568 569
505
566
561 560
STAGE 3B1
ROAD 2
ROAD 10
ROAD 10
ROAD
8
W W W W W W W W W W W W W W W W
WW
W
W
WW
WW
WW
WW
W
WWWWWWWWWWWWWWWW
W
WW
WW
W
W
W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
W
W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
W
CONTINUED SHEET 1
CONT
INUE
D SH
EET
4
WW
WW
WW
WW
WW
W W W
W
W
W W
WW
WW
WW
WW
WW
WW
WW
WW
W
W
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SW SW SW SW SW
SW SW SW
SWSW
SWSW
SWSW
SWSW
SW
SW
SW
SW
SWSWSWSWSW
SW
SW
SW
SWSWSWSWSWSW
SS
SS
SS
SS
SS
S
S S S S S S S S S S S S S S S
S S S S S S S S S S S S S S
SS
SS
SS
SS
10/1
10/210/3
11/1
BD4
BE2
BD5
AC1AB1
AB2AB3
BD1
SW
SW
SW
SW
SW
SW
SWSW
SWSW
SW
SW
SW
SW
SW SW
SWSWSWSW
SWSW
SW
SW
SW
SWSW
SWSW
SWSW
SWSW
SWSW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
14/1
SW
SW
SW
SWSW
SW
SW
BE1
SW
DCP10/1
DCP10/2
CP10/3
CP10/2
CP8/3CP8/3
SW
SW SWSW SWS S S S S
14/214/3
14/4
XX
XX
XX
X
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
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\PRO
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\CIV
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GE 3B
\2458
83-0
000-
DRG-
CC-2
502.D
WG
11/5/
2018
4:29
:40 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNCOMBINED SERVICES PLAN
SHEET 3 OF 4
245883 0000 DRG CC 2502 3
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 LOT 506 DRAINAGE CONNECTIONS ADDED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER
LEGENDSTORMWATER MANHOLESTORMWATER LINESTORMWATER MANHOLE LABELCATCHPITSANITARY SEWER MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLE LABELWATER MAINWATER VALVEFIRE HYDRANTWATER METER (SINGLE)WATER METER DOUBLE)150/100 REDUCERTHRUST BLOCKPROPOSED STREETLIGHTPROPOSED TREE LOCATIONSTAGE BOUNDARY
W
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.
EXISTING SERVICES COLOURED GREY
SW
S
A6
8/1
0
SCALE 1:250
2.5 5 10m
ROAD 2 (TE RANGA MEMORIAL DRIVE)
552553554555556557558559
548
549
550
551
577
570 571 572 573 574 576575
583 582 581 580 579 578
584 585 586 587 588 589 590
STAGE 3B2
STAGE3B2
STAGE3B1
ROAD 9
ROAD 11
W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
W
WW
WW
W
WWWWWWWWWWWWWWWWWWWWWW
WW
WW
WW
WW
WW
WW
WWWWWWWWWWWWWWWWWWWWWWWW
W W W W W W W W W W W W W W W W W W W W W W W W W
CONTINUED SHEET 2
W
CONT
INUE
D SH
EET
3
SWSW
SWSW
SWSW
SWSW
SWSW
SW
SW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
SWSW
SWSW
SWSW
SWSW
SW
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSS
13/2
12/4 12/2
12/1
BB2
BB3
BC3
BD1
BC1
SW
SW
SWSWSW
SWSW
SW SW
SW
SWSW SW SW
SWSW
SW SW SW
SW
SW
SW
SW
SW
SW
SW
SW
BD3
BD2
BB6
SW SW
BB4
CP11/2
CP9/4
CP9/3
CP11/1
12/3
13/1
SW
SW
BC2
BB5
CP9/6
CP9/5
CP11/4
CP11/3
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1
CLIENT
DATE
TITLE
REVISION DETAILSDATEREV APPROVED
CHECKED
APPROVED
PROJECT
DRAWN
DESIGNED
PROJECT No. TYPE REVWBS DISC NUMBER
DRAWING No.
SCALE SIZE
A1
.PARADISO HOLDINGS LTD
Filen
ame:
Plot
Date:
Offic
e:P:
\PRO
JECT
S\24
5883
- KE
NNED
Y RO
AD D
EVEL
OPME
NT\C
ADD\
DRGS
\CIV
\STA
GE 3B
\2458
83-0
000-
DRG-
CC-2
503.D
WG
11/5/
2018
4:02
:35 P
MNZ
TRG
KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA
STAGE 3B CIVIL DESIGNCOMBINED SERVICES PLAN
SHEET 4 OF 4
245883 0000 DRG CC 2503 1
1:250 (A1) FOR CONSTRUCTION
L.O'SULLIVAN
C.CHOW
R.T.KERNOT N.RAYNOR
N.RAYNOR14.11.17
1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR
LEGENDSTORMWATER MANHOLESTORMWATER LINESTORMWATER MANHOLE LABELCATCHPITSANITARY SEWER MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLE LABELWATER MAINWATER VALVEFIRE HYDRANTWATER METER (SINGLE)WATER METER DOUBLE)150/100 REDUCERTHRUST BLOCKPROPOSED STREETLIGHTPROPOSED TREE LOCATIONSTAGE BOUNDARY
W
NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.
EXISTING SERVICES COLOURED GREY
SW
S
A6
8/1
0
SCALE 1:250
2.5 5 10m