DUNOON - Argyll and Bute · dunoon esplanade location plan ... ch18+00 ch19+00 ch20+00 ... three...
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ch00+00 ch01+00 ch02+00 ch03+00 ch04+00 ch05+00 ch07+00 ch08+00 ch09+00 ch10+00 ch11+00 ch12+00 ch13+00 ch14+00 ch15+00 ch16+00 ch17+00 ch18+00 ch19+00 ch20+00 ch21+00 ch22+00 ch23+00 ch24+00 ch25+00 ch26+00 ch27+00 ch06+00 0m DUNOON ESPLANADE LOCATION PLAN SCALE 1:5,000@A1 100m 200m 300m 400m 500m DUNOON KIRN Date Rev Description By Chk`d Approved Purpose of Issue Notes : Client Rev Project Title Scale Drawn Date Checked Date Date Approved Drawing No. ARGYLL AND BUTE AREA GENERAL LOCATION PLAN SHOWING LOCATION OF DUNOON SCALE AS SHOWN 5HSURGXFHG E\ SHUPLVVLRQ RI 2UGQDQFH 6XUYH\ RQ EHKDOI RI +062 &URZQ &RS\ULJKW DQG GDWDEDVH ULJKW $OO ULJKWV UHVHUYHG 2UGQDQFH 6XUYH\ /LFHQFH QXPEHU Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
Transcript of DUNOON - Argyll and Bute · dunoon esplanade location plan ... ch18+00 ch19+00 ch20+00 ... three...
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DUNOON ESPLANADE
LOCATION PLAN
SCALE 1:5,000@A1
100m 200m 300m 400m 500m
DUNOON
KIRN
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
ARGYLL AND BUTE AREA
GENERAL LOCATION PLAN SHOWING LOCATION OF DUNOON
SCALE AS SHOWN
Reproduced by permission of Ordnance Survey® on behalf of HMSO. © Crown Copyright and database right 2014. All rights reserved. Ordnance Survey® Licence number 100023368.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
27m²
6m²
7m²
13m²
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DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
Reproduced by permission of Ordnance Survey® on behalf of HMSO. © Crown Copyright and database right 2014. All rights reserved. Ordnance Survey® Licence number 100023368.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
248m²
c
h
0
3
+
0
0
126m²
3.58m
AS PART OF A SEPARATE MAINTENANCE
CONTRACT, DISMANTLE, REMOVE FROM
SITE, RESTORE AND RETAIN FOR REUSE
THREE SECTIONAL CAST IRON WAITING
SHELTERS.
EXTEND TO PROVIDE 4.0m WIDE
FOOTWAY.
ORANGE HATCHED 37m² AREA IS THE
PROPOSED INCURSION INTO THE QUEEN'S
HALL COMMON REALM DEVELOPMENT.
W
A
I
T
I
N
G
S
H
E
L
T
E
R
1
W
A
I
T
I
N
G
S
H
E
L
T
E
R
2
W
A
IT
IN
G
S
H
E
L
T
E
R
3
ORANGE SHADED 37m² AREA IS THE
EXTENSION TO THE EXISTING FOOTWAY.
ORIGINAL AND EXTENDED FOOTWAY OF
372m² REPROFILED USING 30mm HOT
ROLLED ASPHALT WITH 14mm RED
COLOURED CHIP AS SPECIFIED FOR
EXISTING 'CHORD' SURFACING
TREATMENTS.
0m 2m 4m 6m 8m
DETAIL A
PLAN VIEW
QUEENS HALL COMMON REALM
SCALE 1:100@A1
10m
INSTALL 3x0.915m
BULL-NOSE KERBS AS
DROPPED KERBS
(FLUSH - MAX.
UPSTAND 6mm)
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL H.
INSTALL 400x400mm BUFF
BLISTER TACTILE PAVING
SIX WIDE (x18 APPROX)
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL I.
INSTALL 50x150mm
PRECAST CONCRETE
FLAT-TOPPED EDGING
KERB FOR 4.90m
APPROX.
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL I.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL H.
BEGIN EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 4.0m
WIDE 71.00m LONG
SHARED-USE PATH
AT CH 02+56
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION A-A.
BEGIN REPROFILING
OF EXISTING
FOOTWAY TO
EXISTING WIDTH TO
PROVIDE 99.99m LONG
SHARED-USE PATH
AT CH 03+29
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION D-D.
END EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 4.0m
WIDE 71.00m LONG
SHARED-USE PATH
AT CH 03+29
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION A-A.
A
A
℄
℄℄
℄
℄
℄
℄
M
A
T
C
H
L
I
N
E
WITHIN HATCHED
AREA, BEGIN
REMOVAL AND
DISPOSAL TO AN
AGREED SITE
EXISTING SLABBED
FOOTWAY SURFACE
AND PREPARE FOR
REPROFILING TO
PROVIDE 99.99m LONG
SHARED-USE PATH
AT CH 03+27
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION C-C.
BEGIN REMOVAL OF
EXISTING FOOTWAY
BUILD-OUT TO
PROVIDE 4.0m WIDE
SHARED-USE PATH
AT CH 02+64
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION B-B.
MAKE-GOOD 3m² OF
MUSTER-AREA
SURFACE TO MATCH
EXISTING.
END REMOVAL OF
EXISTING FOOTWAY
BUILD-OUT TO
PROVIDE 4.0m WIDE
SHARED-USE PATH
AT CH 02+71
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION B-B.
MAKE-GOOD 3m² OF
MUSTER-AREA
SURFACE TO MATCH
EXISTING.
END EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 4.0m
WIDE 71.00m LONG
SHARED-USE PATH
AT CH 02+64
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION A-A.
BEGIN EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 4.0m
WIDE 71.00m LONG
SHARED-USE PATH
AT CH 02+71
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION A-A.
M
A
T
C
H
L
I
N
E
D
D
B
B
C
C
EXISTING LIGHTING COLUMN.
AFFIX
2 OFF 450mm Ø TSRGD 956 'SHARED
SURFACE' SIGNS TO EITHER SIDE FACING
ALONG PATH AXIS.
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
Reproduced by permission of Ordnance Survey® on behalf of HMSO. © Crown Copyright and database right 2014. All rights reserved. Ordnance Survey® Licence number 100023368.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
M
A
T
C
H
L
I
N
E
POTENTIAL POSITION
OF CROSSING
FACILITY TO BE
COMPLETED AS PART
OF A LATER CHORD
DEVELOPMENT
PROJECT.
M
A
T
C
H
L
I
N
E
0m 2m 4m 6m 8m
DETAIL B
PLAN VIEW- -SLABBED AREA
SCALE 1:100@A1
10m
D
D
C
WITHIN HATCHED
AREAS CONTINUE
REPROFILING OF
EXISTING FOOTWAY
TO EXISTING WIDTH
TO PROVIDE 99.99m
LONG SHARED-USE
PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION D-D.
WITHIN HATCHED
AREAS CONTINUE
REMOVAL AND
DISPOSAL TO AN
AGREED SITE
EXISTING SLABBED
FOOTWAY SURFACE
AND PREPARE FOR
REPROFILING TO
PROVIDE 99.99m LONG
SHARED-USE PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION C-C.
0m 2m 4m 6m 8m
DETAIL C
PLAN VIEW - COAL PIER CAR PARK
SCALE 1:100@A1
10m
INSTALL 3x0.915m
BULL-NOSE KERBS AS
DROPPED KERBS
(FLUSH - MAX.
UPSTAND 6mm)
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL H.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL H.
INSTALL 50x150mm
PRECAST CONCRETE
FLAT-TOPPED EDGING
KERB FOR 5.00m
APPROX.
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL H.
INSTALL 400x400mm
BUFF BLISTER TACTILE
PAVING EIGHT WIDE
(x16 APPROX)
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL I.
INSTALL 400x400mm
BUFF BLISTER TACTILE
PAVING EIGHT WIDE
(x24 APPROX)
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL I.
INSTALL 50x150mm
PRECAST CONCRETE
FLAT-TOPPED EDGING
KERB FOR 5.20m
APPROX.
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL I.
WITHIN HATCHED
AREAS CONTINUE
REPROFILING OF
EXISTING FOOTWAY
TO EXISTING WIDTH
TO PROVIDE 99.99m
LONG SHARED-USE
PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION D-D.
WITHIN HATCHED
AREAS CONTINUE
REMOVAL AND
DISPOSAL TO AN
AGREED SITE
EXISTING SLABBED
FOOTWAY SURFACE
AND PREPARE FOR
REPROFILING TO
PROVIDE 99.99m LONG
SHARED-USE PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION C-C.
APPLY WHITE
THERMOPLASTIC
ROADLINING TO TSRGD
1023, 1003, 1009, 1004
TO FORM TWO 'GIVE
WAY' LINE SETS.
TSRGD
1009
TSRGD
1009
TSRGD
1004
TSRGD
1004
TSRGD
1023
TSRGD
1023
TSRGD
1003
TSRGD
1003
BEGIN EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 5.43m
WIDE 30.00m LONG
SHARED-USE PATH
AT CH 05+30
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION E-E.
E
E
END EXTENSION OF
EXISTING FOOTWAY
TO PROVIDE 5.40m
WIDE 30.00m LONG
SHARED-USE PATH
AT CH 05+60
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION E-E.
REMOVE
BUS STOP
SIGN AND
POLE.
℄
℄
℄
℄
℄
0m 2m 4m 6m 8m
DETAIL D
PLAN VIEW - REMOVAL OF BUS PULL-IN
SCALE 1:100@A1
10m
INSTALL SUITABLE
BUS SHELTER WITH
INTEGRATED BUS
STOP SIGN FLAG AS
AGREED WITH
ENGINEER
REPRESENTATIVE.
MIN. 0.45m
CLEARANCE FROM
EXTENDED KERB
EDGE.
WITHIN HATCHED
AREAS CONTINUE
REPROFILING OF
EXISTING FOOTWAY
TO EXISTING WIDTH
TO PROVIDE 99.99m
LONG SHARED-USE
PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION D-D.
WITHIN HATCHED
AREAS CONTINUE
REMOVAL AND
DISPOSAL TO AN
AGREED SITE
EXISTING SLABBED
FOOTWAY SURFACE
AND PREPARE FOR
REPROFILING TO
PROVIDE 99.99m LONG
SHARED-USE PATH
IN ACCORDANCE WITH
DWG. 706/10/04/0006
SECTION C-C.
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
Reproduced by permission of Ordnance Survey® on behalf of HMSO. © Crown Copyright and database right 2014. All rights reserved. Ordnance Survey® Licence number 100023368.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
7.08m
3.00m
10.57m
℄
℄
℄
℄
℄
BEGIN CONSTRUCTION OF
FOOTPATH TERMINATION
FEATURE
AT CH 20+34
IN ACCORDANCE WITH
DWG. 706/10/04/0003
DETAIL A
AND
DWG. 706/10/04/0008
SECTION I-I.
END CONSTRUCTION OF
FOOTPATH TERMINATION
FEATURE
AT CH 20+45.
END REPROFILING OF
EXISTING FOOTPATH
AT CH 20+49
IN ACCORDANCE WITH
DWG. 706/10/04/0008
SECTION I-I.
END PROJECT
AT CH 20+49.
LENGTH 1,793m
0.75m
SAW-CUT EXISTING
CAST-IN-SITU MASS
CONCRETE FOOTWAY
SLAB FOR A LENGTH
OF 8.21m, BREAK OUT
CONCRETE IN
HATCHED AREA AND
REMOVE ALL
DOWNTAKINGS TO AN
ACCEPTABLE WASTE
DISPOSAL FACILITY.
INSTALL TWO OFF
305x305mm QUADRANT
BULLNOSE
CARRIAGEWAY KERBS
AGAINST CUT EDGE OF
CAST-IN-SITU MASS
CONCRETE FOOTWAY
SLAB.
INSTALL 40mm LENGTH
OF SAW-CUT 915x50x150
FLAT-TOP EDGE KERB
AS CLOSURE PIECE.
FILL VOID WITH
GRANOLITHIC
CONCRETE.
TIE-IN REPROFILED
SURFACE TO EXISTING
CARRIAGEWAY ALONG
6.99m LENGTH.
3m0m 1m 2m
DETAIL G
PLAN VIEW - REVISED FOOTWAY NIB DETAIL
SCALE 1:50@A1
4m 5m
1.50m
1.50m
HATCHED AREA
INDICATES CURRENT 6m²
EXTENT OF EXISTING
CAST-IN-SITU MASS
CONCRETE FOOTWAY
SLAB TO BE BROKEN-OUT.
.
INSTALL GLASDON
'MINI-ENSIGN'™ 'REBOUND'™
OR SUITABLE EQUIVALENT
BOLLARD TO BE AGREED WITH
ENGINEER REPRESENTATIVE
IN ACCORDANCE WITH
DWG. 706/10/04/0009
DETAIL J.
ALLOW MIN. 1.5m CLEARANCE
ON EITHER SIDE TO ALLOW
WHEELCHAIR ACCESS.
SIGNAGE TO BE
TSRGD 956 'SHARED SURFACE'
ON NORTH FACING SIDE
TSRGD 602 'GIVE WAY'
ON SOUTH FACING SIDE.
EXISTING LIGHTING COLUMN.
AFFIX
1 OFF 450mm Ø TSRGD 956
'SHARED SURFACE' SIGN
ON NORTH FACING SIDE AND
1 OFF TSRGD 966
'CYCLISTS REJOIN CARRIAGEWAY'
SIGN (30mm X-HEIGHT)
ON SOUTH FACING SIDE
REINSTATE FOOTWAY
CONSTRUCTION WITHIN
HATCHED AREA OF OF
FORMER CAST-IN-SITU
MASS CONCRETE
FOOTWAY SLAB 6m² IN
EXTENT
IN ACCORDANCE WITH
DWG. 706/10/04/0008
SECTION I-I.
I
I
END REPROFILING OF
EXISTING FOOTPATH
AT CH 20+34
IN ACCORDANCE WITH
DWG. 706/10/04/0007
SECTION F-F.
EXISTING THROUGH-PASS
IN CAST-IN-SITU MASS
CONCRETE FOOTWAY SLAB
PUBLIC GARDENS AT
JUNCTION BETWEEN
DHAILLING ROAD AND
ALEXANDRA PARADE
0m 2m 4m 6m 8m
DETAIL E
PLAN VIEW - DHAILLING ROAD DROP KERBS
SCALE 1:100@A1
10m
INSTALL 3x0.915m
BULL-NOSE KERBS AS
DROPPED KERBS
(FLUSH - MAX.
UPSTAND 6mm)
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D-D.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D-D.
FOOTWAY
ESPLANADE
CARRIAGEWAY OF
ALEXANDRA PARADE
FOOTWAY
0m 2m 4m 6m 8m
DETAIL F
PLAN VIEW - CROSSING FACILITY NEAR ASHGROVE
SCALE 1:100@A1
10m
BREAK OUT 6.75m LENGTH OF
CAST-IN-SITU MASS CONCRETE
FOOTWAY SLAB AND
SUPPORTING MASONRY AS
REQUIRED AND FORM
CAST-IN-SITU CONCRETE
RAMPED THROUGH-PASS
FLUSH TO CARRIAGEWAY AND
TO ESPLANADE IN
ACCORDANCE WITH
DWG. 706/10/04/0008
SECTION G-G AND
SECTION H-H.
NUMBERS
217 TO 223
ALEXANDRA
PARADE
NUMBER 225
ALEXANDRA
PARADE
NUMBER 227
ALEXANDRA
PARADE
FOOTWAY
ESPLANADE
FOOTWAY
CARRIAGEWAY OF
ALEXANDRA PARADE
INSTALL 3x0.915m
BULL-NOSE KERBS AS
DROPPED KERBS
(FLUSH - MAX.
UPSTAND 6mm)
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D-D.
INSTALL 2x0.915m
TRANSITION KERBS
IN ACCORDANCE WITH
DWG. 706/10/04/0004
DETAIL D-D.
G
G
H
H
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
Reproduced by permission of Ordnance Survey® on behalf of HMSO. © Crown Copyright and database right 2014. All rights reserved. Ordnance Survey® Licence number 100023368.
Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings.
RETAIN EXISTING CROSSFALL
EXISTING CONSTRUCTION
UNKNOWN. EXCAVATE
TO MAXIMUM 230mm AS
REQUIRED AND FILL ANY
VOIDS WITH TYPE 1
SUB-BASE MATERIAL TO
ESTABLISH A FIRM BASE.
150mm
TYPE 1
SUB-BASE.
SECTION A-A
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
INSTALL
NEW
HALF-BATTER
CARRIAGEWAY
KERB.
0.5m0m 1.0m 1.5m 2.0m
ST1 CONCRETE
HAUNCH AND
FOUNDATION WITH
25mm MORTAR
BED.
SURFACE OF
FORMER CAR
FERRY
MARSHALLING
YARD.
VARIES
EXISTING
CONSTRUCTION
UNKNOWN.
EXCAVATE
SURFACE TO A
LIMITED DEPTH
OF MAXIMUM
30mm AND
APPLY TACK
COAT.
BREAK OUT AND
DISPOSE OF
OFF-SITE EXISTING
HALF-BATTER
CARRIAGEWAY
KERB.
4.00m
0.25m
EXCAVATE SURFACE
TO A LIMITED DEPTH
OF MAXIMUM 80mm
FOR A WIDTH OF
250mm TO ESTABLISH
A STRUCTURAL BOND.
APPLY TACK COAT.
BINDER COURSE 50mm
ASPHALT CONCRETE
(DBM) WITH 20mm
AGGREGATE AC20
DENSE BIN 100/150
(55PSV).
TIE-IN WITH EXISTING
CONSTRUCTION.
VARIES
SINGLE REPROFILING COURSE 30mm
30/10F HRA SURFACE COURSE (+ 14
PRECOATED CHIPPINGS) (RED
COLOURED) OR AGREED SIMILAR AS
SPECIFIED FOR EXISTING 'CHORD'
SURFACING TREATMENTS
RETAIN EXISTING CROSSFALL
SECTION B-B
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
INSTALL
NEW
HALF-BATTER
CARRIAGEWAY
KERB.
0.5m0m 1.0m 1.5m 2.0m
ST1 CONCRETE
HAUNCH AND
FOUNDATION WITH
25mm MORTAR
BED.
SURFACE OF
FORMER CAR
FERRY
MUSTER AREA.
BREAK OUT
AND
DISPOSE OF
OFF-SITE
EXISTING
HALF-BATTER
CARRIAGEWAY
KERB.
4.40m
4.00m
MAKE GOOD TO
MATCH EXISTING
CONSTRUCTION OF
FORMER CAR
FERRY MUSTER
AREA
MAKE GOOD TO
MATCH EXISTING
CONSTRUCTION OF
ESPLANADE
EXISTING ESPLANADE
CONSTRUCTION
UNKNOWN. EXCAVATE
SURFACE TO A LIMITED
DEPTH OF MAXIMUM
30mm AND APPLY TACK
COAT.
SINGLE REPROFILING COURSE 30mm
30/10F HRA SURFACE COURSE (+ 14
PRECOATED CHIPPINGS) (RED
COLOURED) OR AGREED SIMILAR AS
SPECIFIED FOR EXISTING 'CHORD'
SURFACING TREATMENTS
RETAIN EXISTING CROSSFALL
EXISTING CONSTRUCTION
UNKNOWN. EXCAVATE
TO MAXIMUM 230mm AS
REQUIRED AND FILL ANY
VOIDS WITH TYPE 1
SUB-BASE MATERIAL TO
ESTABLISH A FIRM BASE.
150mm
TYPE 1
SUB-
BASE.
SECTION C-C
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
INSTALL
NEW
HALF-BATTER
CARRIAGEWAY
KERB.
0.5m0m 1.0m 1.5m 2.0m
ST1 CONCRETE
HAUNCH AND
FOUNDATION WITH
25mm MORTAR
BED.
SURFACE OF
FORMER CAR
FERRY
MARSHALLING
YARD.
VARIES
REMOVE TO STORAGE FOR REUSE EXISTING
440x440x50mm YELLOW PCC PAVING SLABS,
SCRAPE OUT EXISTING SAND BLINDING
AND EXCAVATE TO A MAXIMUM 230mm AS
REQUIRED, FILLING ANY VOIDS WITH TYPE 1
SUB-BASE MATERIAL TO ESTABLISH A FIRM
BASE.
BREAK OUT AND
DISPOSE OF
OFF-SITE EXISTING
HALF-BATTER
CARRIAGEWAY
KERB.
4.00m
0.25m
EXCAVATE SURFACE
TO A LIMITED DEPTH
OF MAXIMUM 80mm
FOR A WIDTH OF
250mm TO ESTABLISH
A STRUCTURAL BOND.
APPLY TACK COAT.
VARIES
NOTE: SECTION C-C DETAILS REMOVALS
AND PREPARATIONS FOR REPROFILING
ONLY.
REPROFILING WORK WILL BE COMPLETED IN
ACCORDANCE WITH DWG 706/10/04/0007
SECTION D-D.
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
RETAIN EXISTING CROSSFALL
SECTION D-D
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
ALEXANDRA
PARADE
CARRIAGEWAY.
REMOVE TO STORAGE FOR REUSE EXISTING
440x440x50mm YELLOW PCC PAVING SLABS,
SCRAPE OUT EXISTING SAND BLINDING AND
EXCAVATE TO A MAXIMUM 230mm AS
REQUIRED, FILLING ANY VOIDS WITH TYPE 1
SUB-BASE MATERIAL TO ESTABLISH A FIRM
BASE.
RETAIN EXISTING
HALF-BATTER
CARRIAGEWAY
KERB.
5.09m
BINDER COURSE 50mm
ASPHALT CONCRETE
(DBM) WITH 20mm
AGGREGATE AC20
DENSE BIN 100/150.
MAXIMUM 150mm TYPE 1
SUB-BASE AS REQUIRED TO
ESTABLISH A COMPETENT
SUB BASE.
SINGLE REPROFILING COURSE 30mm
30/10F HRA SURFACE COURSE (+ 14
PRECOATED CHIPPINGS) (RED
COLOURED) OR AGREED SIMILAR AS
SPECIFIED FOR EXISTING 'CHORD'
SURFACING TREATMENTS
SECTION E-E
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
RETAIN EXISTING CROSSFALL
EXISTING CARRIAGEWAY CONSTRUCTION
UNKNOWN. EXCAVATE TO MAXIMUM 230mm
BELOW EXISTING KERB LEVEL AS REQUIRED
AND FILL ANY VOIDS WITH TYPE 1 SUB-BASE
MATERIAL TO ESTABLISH A FIRM BASE.
150mm TYPE
1 SUB-BASE.
INSTALL
NEW
HALF-BATTER
CARRIAGEWAY
KERB.
ST1 CONCRETE
HAUNCH AND
FOUNDATION WITH
25mm MORTAR
BED.
VARIES
BREAK OUT AND
DISPOSE OF OFF-SITE
EXISTING HALF-BATTER
CARRIAGEWAY KERB.
5.41m
BINDER COURSE 50mm
ASPHALT CONCRETE
(DBM) WITH 20mm
AGGREGATE AC20
DENSE BIN 100/150
(55PSV).
TIE-IN WITH EXISTING
CONSTRUCTION.
VARIES
REMOVE TO STORAGE FOR REUSE EXISTING
440x440x50mm YELLOW PCC PAVING SLABS,
SCRAPE OUT EXISTING SAND BLINDING
AND EXCAVATE TO A MAXIMUM 230mm AS
REQUIRED, FILLING ANY VOIDS WITH TYPE 1
SUB-BASE MATERIAL TO ESTABLISH A FIRM
BASE.
ALEXANDRA
PARADE
CARRIAGEWAY.
SINGLE REPROFILING COURSE 30mm
30/10F HRA SURFACE COURSE (+ 14
PRECOATED CHIPPINGS) (RED
COLOURED) OR AGREED SIMILAR AS
SPECIFIED FOR EXISTING 'CHORD'
SURFACING TREATMENTS
SECTION F-F
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
EXISTING CONSTRUCTION
UNKNOWN. EXCAVATE
SURFACE TO A LIMITED
DEPTH OF MAXIMUM
30mm AND APPLY TACK
COAT.
4.00m MEAN WIDTH
RETAIN EXISTING CROSSFALL
SINGLE REPROFILING COURSE 30mm
30/10F HRA SURFACE COURSE (+ 14
PRECOATED CHIPPINGS) (RED
COLOURED) OR AGREED SIMILAR AS
SPECIFIED FOR EXISTING 'CHORD'
SURFACING TREATMENTS
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
EXISTING CAST-IN-SITU
MASS CONCRETE
FOOTWAY SLAB
THE GRADIENT OF
RAMPS SHOULD BE
A MAXIMUM OF 1:12.
1
12
SECTION G-G
CAST-IN-SITU CONCRETE
RAMPED THROUGH-PASS
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
CONSTRUCT CAST-IN-SITU
MASS CONCRETE FOOTWAY
RAMP TO MATCH EXISTING.
2.75m2.00m 2.00m
LEVEL OF
ESPLANADE
150mm
TYPE 1
SUB-BASE.
BINDER COURSE 50mm ASPHALT
CONCRETE (DBM) WITH 20mm
AGGREGATE AC20 DENSE BIN
100/150.
TIE-IN WITH EXISTING ASPHALT
CONSTRUCTION TO ESPLANADE
SIDE.
SURFACE COURSE 30mm HOT ROLLED
ASPHALT WITH 14mm RED COLOURED
CHIP AS SPECIFIED FOR EXISTING
'CHORD' SURFACING TREATMENTS.
TIE-IN WITH EXISTING ASPHALT
CONSTRUCTION TO ESPLANADE SIDE.
LEVEL OF FORMER
CAST-IN-SITU MASS
CONCRETE FOOTWAY
SLAB
EXISTING CAST-IN-SITU
MASS CONCRETE
FOOTWAY SLAB
SAW CUT EXISTING CAST-IN-SITU MASS CONCRETE FOOTWAY SLAB,
BREAK OUT CONCRETE,SUPPORTING MASONRY AND CARRIAGEWAY
KERBS AS REQUIRED AND REMOVE ALL DOWNTAKINGS TO AN
ACCEPTABLE WASTE DISPOSAL FACILITY.
EXCAVATE TO A MAXIMUM OF 230mm BELOW ESPLANADE LEVEL AS
REQUIRED AND FILL ANY VOIDS WITH TYPE 1 SUB-BASE MATERIAL
AS A REGULATING LAYER TO ESTABLISH A FIRM BASE.
SAW CUT EXISTING
CAST-IN-SITU
MASS CONCRETE
FOOTWAY SLAB
EXISTING
CONSTRUCTION
UNKNOWN.
CONSTRUCT CAST-IN-SITU
MASS CONCRETE FOOTWAY
RAMP TO MATCH EXISTING.
SECTION H-H
CAST-IN-SITU CONCRETE
RAMPED THROUGH-PASS
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
LEVEL OF
ESPLANADE
150mm
TYPE 1
SUB-BASE.
BINDER COURSE 50mm ASPHALT CONCRETE
(DBM) WITH 20mm AGGREGATE AC20 DENSE
BIN 100/150 (55PSV).
TIE-IN WITH EXISTING ASPHALT
CONSTRUCTION TO ESPLANADE SIDE.
SURFACE COURSE 30mm
HOT ROLLED ASPHALT WITH
14mm RED COLOURED CHIP
AS SPECIFIED FOR EXISTING
'CHORD' SURFACING
TREATMENTS.
TIE-IN WITH EXISTING
ASPHALT CONSTRUCTION
TO ESPLANADE SIDE.
LEVEL OF EXISTING
CAST-IN-SITU MASS
CONCRETE FOOTWAY
SLAB
EXISTING
CONSTRUCTION
UNKNOWN.
ALEXANDRA
PARADE
CARRIAGEWAY.
DROPPED PCC
BULL NOSE
CARRIAGEWAY
KERB.
MAINTAIN EXISTING CROSSFALL
HALF-BATTER
DOUBLE
TRANSITION
CARRIAGEWAY
KERBS.
CONSTRUCT
CAST-IN-SITU MASS
CONCRETE FOOTWAY
RAMP ON BOTH SIDES.
ST1 CONCRETE
HAUNCH AND
FOUNDATION WITH
25mm MORTAR
BED.
SECTION I-I
TYPICAL CROSS SECTION OF
SHARED-USE PATH
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
EXISTING CONSTRUCTION
UNKNOWN. EXCAVATE
SURFACE TO A LIMITED
DEPTH OF MAXIMUM
40mm AND APPLY TACK
COAT.
2.24m
REPROFILING COURSE 40mm
HOT ROLLED ASPHALT WITH
14mm RED COLOURED CHIP
AS SPECIFIED FOR EXISTING
'CHORD' SURFACING
TREATMENTS.
TIE-IN WITH EXISTING
SURFACING AT CARRIAGEWAY
EDGE.
1.34m
SAW CUT EXISTING CAST-IN-SITU MASS
CONCRETE FOOTWAY SLAB, BREAK OUT
CONCRETE,SUPPORTING MASONRY AND
CARRIAGEWAY KERBS AS REQUIRED AND
REMOVE ALL DOWNTAKINGS TO AN
ACCEPTABLE WASTE DISPOSAL FACILITY.
EXCAVATE TO A MAXIMUM OF 250mm
BELOW ESPLANADE LEVEL AS REQUIRED
AND FILL ANY VOIDS WITH TYPE 1
SUB-BASE MATERIAL AS A REGULATING
LAYER TO ESTABLISH A FIRM BASE.
EXISTING CONSTRUCTION
UNKNOWN.
0.25m 0.25m
EXISTING
CARRIAGEWAY
KERBS
EXISTING
CAST-IN-SITU
MASS CONCRETE
FOOTWAY SLAB
ALEXANDRA
PARADE
CARRIAGEWAY
BINDER COURSE 60mm
ASPHALT CONCRETE
(DBM) WITH 20mm
AGGREGATE AC20
DENSE BIN 100/150.
TIE-IN WITH EXISTING
CONSTRUCTION.
150mm
TYPE 1
SUB-BASE.
1.30m
EXISTING CONSTRUCTION REQUIRED CONSTRUCTION
EXCAVATE SURFACE
TO A LIMITED DEPTH
OF MAXIMUM 100mm
FOR A WIDTH OF
250mm TO ESTABLISH
A STRUCTURAL BOND.
APPLY TACK COAT.
EXCAVATE SURFACE
TO A LIMITED DEPTH
OF MAXIMUM 100mm
FOR A WIDTH OF
250mm TO ESTABLISH
A STRUCTURAL BOND.
APPLY TACK COAT.
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
TOP
OF
KERB.
CHANNEL
LEVEL.
1
20
THE GRADIENT OF
FLARES SHOULD BE
A MAXIMUM OF 1:12.
1
12
1
20
DETAIL H
DROPPED KERB PROFILE
SCALE 1:20@A1
0.5m0m 1.0m 1.5m 2.0m
3 OFF DROPPED KERBS
OVER CROSSING.
2 OFF TRANSITION KERBS.
6mm MAXIMUM UPSTAND.
2 OFF TRANSITION KERBS.
50x150x915mm
PRECAST
CONCRETE FLAT
TOPPED EDGING
KERB
C20 CONCRETE
KERB
FOUNDATION
C20 CONCRETE
HAUNCH
25mm MORTAR
BED
100mm GRANULAR
TYPE 1 SUBBASE
25mm CEMENT
SAND DRY MIX
BEDDING LAYER
400X400X50mm
PRECAST
CONCRETE BUFF
COLOURED
TACTILE BLISTER
PAVING FLAGS
DETAIL I
TYPICAL CROSS SECTION OF
TACTILE PAVING
SCALE 1:20@A1
0.22m
0.10m
0.5m0m 1.0m 1.5m 2.0m
20MM WHITE/ RED
REFLECTIVE BANDING
RED ASPECT TO FACE
DIRECTION OF ON-COMING TRAFFIC
FOOTPATH
CONSTRUCTION
DETAIL J
TYPICAL BOLLARD INSTALLATIONS
SCALE 1:20@A1
0m 0.5m 1m 1.5m
TYPICAL SECTION AT
MINI-ENSIGN™ REBOUND™
BOLLARD
TSRGD 956 'SHARED SURFACE' ON NORTH FACING SIDE
TSRGD 602 'GIVE WAY' ON SOUTH FACING SIDE
350 X 150MM THICK
CLASS ST4 CONCRETE
FOUNDATION & HAUNCHING
DateRev Description By Chk`d Approved Purpose of Issue
Notes : Client
Rev
Project
Title
Scale Drawn
Date
Checked
Date Date
Approved Drawing No.
![ChileCherries.ppt [Modo de compatibilidad]biblioteca.inia.cl/medios/rayentue/centrocarozo/ChileCherries.pdf · Density 2,353 trees/ha Author: Graham Moore Prepared for: INIA 4.0m](https://static.fdocuments.us/doc/165x107/5fba93abecc42b1e19510bfd/modo-de-compatibilidadbibliotecainiaclmediosrayentuecentrocarozochilecherriespdf.jpg)
