KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
23
39
24 38
25 37
26 36
35
27
34 28 33
BEACH ROAD 32
29 30
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
31
BEACH ROA
D
TIE START OF NEW PATH INTO END OF EXISTING FOOTPATH
80
70
EXISTING WATER COURSE
60
ADJOINIG SHEET 24
0
AD
INSTALL NEW
50
PA H
RO
CULVERT
40
10
30 20 NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE
T 25
EXISTING SW MH
SHEE
EXISTING SW SUMP EXISTING SANITARY SEWER
EXISTING POWER CABLE UNDERGROUND
NEW PATH OFFSET 2.0m FROM EDGE OF BOLLARDS
BEACH ROAD
EXISTING TELECOM CABLE
A DJ O INIG
EXISTING SW MH
EXISTING LINE OF BOLLARDS
EXISTING POWER POLE
150
140
130 120
160
110
REPLACE BOLLARDS AS REQUIRED IN NEW PATH
100
NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
90
170
NEW PATH TO BE 100mm THICK WITH 663 MESH ACROSS ENTRANCE TO BOAT LAUNCHING AREA
80
ADJOINIG SHEET 23
CULVERT
EXISTING LINE OF BOLLARDS
BOAT LAUNCHING AREA
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND
BEACH ROAD
EXISTING TELECOM CABLE
EXISTING SEWAGE PUMP STATION
EXISTING POWER POLE
200
EXISTING LINE OF BOLLARDS
210
220
NEW PATH OFFSET 2.0m FROM EDGE OF BOLLARDS
230
250
240
190 NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
6
180
AD JO
INIG
SH EE T2
170
24 EET
IG SH
IN ADJO
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
OINIG ADJ SHE 7
ET 2
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
BEACH ROAD
CONSTRUCT SAND BRIDGE UNDER TREE DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
280
290
300
310
NEW 100mm WIDE WHITE LINE OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
320
330
340
270
260
250
INSTALL NEW CULVERT
EXISTING WATERCOURSE
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL 340
350
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
BEACH ROAD
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
360 420
370 390
410 400
ADJ
OINIG
SHE
ET 2
6
380
INIG
JO AD ET
E SH
INSTALL NEW ROCK RETAINING WALL 12m LONG 0.6m HIGH
28
TREE TO BE REMOVED
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
420
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
430
BEACH R
440
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
OAD
450
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
7
460
HE
ET 2
470
480
500
510
AD
JO IN
IG S
490
ADJ 9
T2
HEE
IG S
OIN
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE
63
EXISTING POWER POLE
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
510
BEACH R
520
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
OAD
530
EXISTING METAL AREA
TRANSITION BETWEEN 3.0 AND 2.5m PATH WIDTH
540
NEW 2.5m WIDE 100mm THICK CONCRETE WITH 663 MESH WALKWAY/CYCLEWAY BEHIND METAL AREA
ADJ
OIN
IG S
HEE T 28
550 560 570
REMOVE LIMBS AS REQUIRED AND CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
580 600
590
TREE TO BE REMOVED
INIG
JO AD ET
E SH
1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
30
NOTES 4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES
ADJOINIG SHEET 31
EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
BEAC H RO
AD
EXISTING METAL AREA
600
NEW 2.5m WIDE 100mm THICK CONCRETE WITH 663 MESH WALKWAY/CYCLEWAY BEHIND METAL AREA
610
TRANSITION BETWEEN 2.5 AND 3.0m PATH WIDTH
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL ADJACENT TO TREE
620
650
29
630
660
670
690
680
HE
ET
640
AD
JO
INI
GS
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF METAL
TREE TO BE REMOVED TREE TO BE REMOVED
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
REMOVE APPROX. HALF OF TREE TO PROVIDE CLEAR PATH. CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL
EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
PVC CULVERT
690
680
BEACH ROAD
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL ADJACENT TO TREE
700
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
710
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
TRANSITION BETWEEN 3.0m AND 2.5m PATH WIDTH
EXISTING LINE OF BOLLARDS
750
720
730
740
760
ADJOINIG SHEET 30
770
REPLACE BOLLARDS AS REQUIRED IN NEW PATH
REMOVE LARGE LIMB TO PROVIDE CLEAR PATH. CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE) TREE TO BE REMOVED
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN
EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE
63
EXISTING POWER POLE
ADJOINIG SHEET 31
EXISTING NORFOLK PIPE AND ROCK
EXISTING LINE OF BOLLARDS
D
A BEACH RO
860
EXISTING LINE OF BOLLARDS
850 NEW PATH OFFSET 2.0m FROM EDGE OF BOLLARDS 840
770
830
780
790
800
NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
810
820
NEW PATH OFFSET 2.0m FROM EDGE OF EXISTING BOLLARDS
NEW PATH OFFSET 2.0m FROM ROCK
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
BEACH ROAD NEW PATH TO BE 2.5m WIDE AT TOP OF STEPS WITH 0mm OFFSET FROM EXISTING EDGE OF SEAL
870
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL ADJACENT TO TREE. CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
880
890
900
910
920
930
860
850
EXISTING ROCKS TO BE AND REPLACED WITH BOLLARDS AS REQUIRED
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY REMOVE LIMB TO CREATE CLEAR PATHWAY. CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
EXISTING STEPS DOWN TO FORESHORE ADJOINIG SHEET 34
ADJOINIG
SHEET 32
TRANSITIION FROM 2.5 TO 3.0 PATH WIDTH AFTER TREE DRIP LINE
940
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE
63
EXISTING POWER POLE
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
NEW 2.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY WHERE SPACE IS LIMITED PAST TREES
BEACH ROAD
960
970
950
TRANSITION FROM 3.0 TO 2.0m PATH WIDTH
TRANSITION BETWEEN 2.0 AND 2.5m PATH WIDTH
EXISTING SEWAGE PUMP STATION
ADJOINIG SHEET 33
ET
HE
GS
TRIM TREE LIMBS AS REQUIRED TO CREATE CLEAR PATH WITH SAND BRIDE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
INI
TRIM TREE LIMBS AS REQUIRED TO CREATE CLEAR PATH WITH SAND BRIDE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
JO AD 35
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
1020
TREE TO BE REMOVED
NOTES
3.
1000 1010
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
2.
990
940
930
1.
980
NEW 2.5m WIDE 100mm THICK CONCRETE WITH 665 MESH IN FRONT OF PUMP STATION WALKWAY/CYCLEWAY
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN
SH EE T3
4
EXISTING STORMWATER PIPE EXISTING SW MH
OIN IG
EXISTING SW SUMP EXISTING SANITARY SEWER
SHEET 36 ADJOINIG
AD J
EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
NEW 2.5m WIDE 100mm THICK CONCRETE WITH 665 MESH IN FRONT OF PUMP STATION WALKWAY/CYCLEWAY
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
EXISTING METAL AREA
BEACH 10
20
103
0
1050
1040
EXISTING SEWAGE PUMP STATION
ROAD
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
1060
CONSTRUCT SAND BRIDGE UNDER DRIP LINE (100mm THICK CONCRETE WITH 663 MESH AND SAND BASE)
1070
1080
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
1100
1090
TRANSITION BETWEEN 2.5 AND 3.0m WIDE PATH
EXISTING NORFOLK PINE
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
1110
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE EXISTING POWER POLE
NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
NEW 3.0m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
BEACH ROAD
1100
1110 1140
1150
1160
IG SHE ADJOIN
EXISTING METAL AREA REMOVE LIMB OF TREE TO CREATE CLEAR PATHWAY.
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
1190
1180
1170
ADJOINIG SHEET 37
1130
ET 35
1120
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND
NEW 100mm WIDE WHITE LINE - OFFSET 0.5m FROM EXISTING EDGE OF SEAL TO DEFINE EDGE OF WALKWAY/CYCLEWAY
EXISTING TELECOM CABLE EXISTING POWER POLE
START OF EXISTING KERB AND CHANNEL NEW PATH OFFSET 0mm FROM EXISTING EDGE OF SEAL
BEACH ROAD
1200
1190
EXISTING LOW TIMBER RAIL FENCE
EXISTING KERB AND CHANNEL
NEW PATH OFFSET 2.0m FROM EXISTING LOW TIMBER RAIL FENCE
1210 1220
1230 1240
1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
1270
NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY EXISTING METAL AREA
NOTES
1260
ADJOINIG SHEET 38
ADJOINIG SHEET 36
TRANSITION BETWEEN 3.0 AND 2.5m PATH WIDTH
1250
1280
KEY: NEW FEATURES NEW KERB AND CHANNEL NEW SW CULVERT NEW SW MH NEW SW SUMP EXISTING FEATURES EXISTING KERB AND CHANNEL EXISTING BOUNDARY EXISTING FENCE EXISTING TELECOM CABLE EXISTING WATERMAIN EXISTING STORMWATER PIPE EXISTING SW MH EXISTING SW SUMP EXISTING SANITARY SEWER EXISTING SW MH EXISTING POWER CABLE UNDERGROUND EXISTING TELECOM CABLE
63
EXISTING POWER POLE
EXISTING LOW TIMBER RAIL FENCE
NEW PATH OFFSET 2.0m FROM EXISTING LOW TIMBER RAIL FENCE
BEACH ROAD NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
1270
1280
1290
1300
EXISTING KERB AND CHANNEL
RELOCATE EXISTING SIGN BEHIND NEW PATHWAY
1360 1310 1320
ADJOINIG SHEET 37
RELOCATE EXISTING SIGN BEHIND NEW PATHWAY
1350 1330
1340
REMOVE SECTION OF EXISTING TIMBER FENCE AS REQUIRED TO ALLOW CONSTRUCTION OF NEW PATHWAY
LOCATE PATHWAY CENTRALLY BETWEEN EXISTING LOW TIMBER FENCE AND PLAYGROUND AREA EXISTING PLAYGROUND
LOCATE PATHWAY CENTRALLY BETWEEN EXISTING LOW TIMBER FENCE AND PLAYGROUND AREA
ADJOINIG SHEET 39
EXISTING PLAYGROUND
NOTES 1. 2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
EXISTING TOILET BLOCK
KEY: NEW FEATURES
2.50 NEW KERB AND CHANNEL
EXISTING ROAD (SEAL WIDTH)
NEW SW CULVERT NEW SW MH
100mm WIDE PAINTED WHITE LINE WHERE INDICATED
NEW SW SUMP EXISTING FEATURES
2% CROSSFALL
0.50 100mm THICK CONCRETE
2.50
50mm MIN. SAND BASE
SAW CUT ALONG EXISTING EDGE OF SEAL
EXISTING KERB AND CHANNEL
2% CROSSFALL
EXISTING BOUNDARY
TYPICAL CROSS SECTION - SEPARATED FROM ROAD
EXISTING FENCE
SCALE: NTS (A3)
EXISTING TELECOM CABLE
100mm THICK CONCRETE
EXISTING WATERMAIN
50mm MIN. SAND BASE
EXISTING STORMWATER PIPE EXISTING SW MH
TYPICAL CROSS SECTION - AT ROAD EDGE
EXISTING SW SUMP
SCALE: NTS (A3)
EXISTING SANITARY SEWER
EXISTING TREE BEHIND NEW PATH
EXISTING SW MH EXISTING POWER CABLE UNDERGROUND
100mm THICK CONCRETE EACH END
EXISTING TELECOM CABLE
MARRY INTO EXISTING GROUND LEVEL VIA VERTICAL CURVE EACH END
EXISTING POWER POLE
EXISTING GROUND LEVEL
REMOVE SECTION OF EXISTING TIMBER FENCE AS REQUIRED TO ALLOW CONSTRUCTION OF NEW PATHWAY
NEW 2.5m WIDE 100mm THICK CONCRETE WALKWAY/CYCLEWAY
TREE ROOTS
BEACH ROAD
RELOCATE EXISTING SIGN BEHIND NEW PATHWAY
CONSTRUCT NEW PRAM CROSSING
1360
1369.89
SAND BASE LAID AND SHAPED ON EXISTING GROUND UNDER TREE DRIP LINES - SAND DEPTH VARIES
100mm THICK CONCRETE WITH 663 MESH - UNDER TREE DRIP LINES. REINFORCED BRIDGE SLAB 6m LONG
TYPICAL LONG SECTION - SAND BRIDGE
1350
SCALE: NTS (A3)
EXISTING KERB AND CHANNEL EXISTING TREE. TRIM/REMOVE LIMBS AS REQUIRED TO CREATE CLEAR PATH PARKING AREA
EXISTING TOILET BLOCK
ADJOINIG SHEET 38
EXISTING ROAD (SEAL WIDTH)
2.
3.
EXTREME CAUTION SHOULD BE TAKEN DURING EXCAVATIONS. THE CONTRACTOR SHALL CHECK FOR AND BE RESPONSIBLE FOR ALL UNDERGROUND AND/ OR OVERHEAD SERVICES. ALL SETTING OUT TO BE CONFIRMED ON SITE WITH THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION WORK.
SAW CUT ALONG EXISTING EDGE OF SEAL
0.50
EXISTING SEA WALL
2.50 2% CROSSFALL
100mm THICK CONCRETE WITH 663 MESH PLACED CENTRALLY - UNDER TREE DRIP LINES
NOTES 1.
100mm WIDE PAINTED WHITE LINE WHERE INDICATED
4
5 6
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH WDC ENVIRONMENTAL ENGINEERING STANDARDS. DO NOT SCALE DRAWING. NOMINAL SCALE IS SHOWN FOR A3 SIZE UNLESS SHOWN OTHERWISE.
c:\pds design\clients\kennedy and associates\ldd projects\1415\dwg\1415-23a_40-r1.dwg
SAND BASE UNDER TREE DRIP LINES - DEPTH VARIES TREE ROOTS