SV

SV

SV

SV

FL

FL

FL

CTV

CTV

CTV

G

G

G

G

FH

DP

DP

67

STNA

ASPHALT

ASPHALT

BT

IC

IC

CB

IC

26.51

26.585

26.26

26.38

26.405

26.475

26.50

26.565

26.59

26.49

26.61

26.68

26.60

26.674

26.699

26.45

SV

SV

SV

SV

FL

FL

FL

CTV

CTV

CTV

G

G

G

G

FH

DP

DP

67

STNA

ASPHALT

ASPHALT

BT

IC

IC

CB

IC

26.70

26.66

26.53

26.59

26.40

26.35

26.35

26.40

26.34

26.66

26.73

SV

SV

CTV

G

FH

DP

ASPHALT

BT

IC

IC

CB

IC

26.80

26.95

SV

SV

CTV

G

FH

BT

IC

IC

CB

IC

SV

SV

CTV

G

FH

BT

IC

IC

CB

IC

HUMP HEIGHT 75mm

ABOVE EXISTING C'WAY

1:14 RAMP GRADIENT IN CARRIAGEWAY

1050mm

6000mm

40mm THICK AC10 CLOSE SURF TO BS EN 13108-1

1050mm

SV

SV

CTV

G

FH

ASPHALT

BT

IC

IC

CB

IC

6.30M

3.00M2.70M

1.20M

6.00M

1.05M

1.05M

26.51

26.585

26.26

26.38

26.405

26.475

26.50

26.565

26.59

26.4926.61

26.68

26.60

26.674

26.699

26.45

4.00M

4.00M

26.70

26.66

26.53

26.59

26.40

26.35

26.35

26.40

26.34

26.66

26.73

SV

SV

CTV

G

FH

26.3026.35

26.46

26.16

26.21

26.49

26.42

26.39

26.49

26.65

26.68

26.78

2

6

.

8

0

26.95

26.72

26.84

26.72

26.6126.72

2

6

.

6

6

26.56

26.57

2

6

.

5

9

26.53

26.52

26.40

26.40

26.4326.39 2

6.43

26.56

26.63

2

6

.

3

4

2

6

.

4

0

26.35

26.29

26.1926.23

26.3126.26

26.35 2

6.41

2

6

.

4

1

26.35

26.27

2

6

.

3

2

26.20

26.14

ASPHALT

BT

IC

IC

CB

IC

26.68

26.60

26.50

26.39

26.26

26.31

26.80

26.95

SV

SV

CTV

G

FH

BT

IC

IC

CB

IC

CYNGOR DINAS CAERDYDD THE CITY OF CARDIFF COUNCIL

except for planning do not scale drawing

COPYRIGHT OF CARDIFFCOUNCIL.ALL RIGHTS RESERVED.C

DRAWING CAN BE SCALEDFOR PLANNING APPLICATION PURPOSES ONLY.

© Crown copyright and database rights (2011) Ordnance Survey 100023376.© Hawlfraint y Goron a hawliau cronfa ddata (2011) Arolwg Ordnans 100023376.C CAERDYDD

CARDIFF

DESIGN CONTRACTS AND DELIVERY

DYLUNIO CONTRACTAU A DARPARU

Andrew GregoryDIRECTOR FOR PLANNING, TRANSPORT ANDENVIRONMENT

CYNLLUNIO, TRAFNIDIATH A'R AMGYLCHEDD

PROPOSED NEW TREE LOCATION AND SILVA CELL ROOT SYSTEM

EXISTING TREE TO REMAIN

PROPOSED UNCONTROLLED TACTILE CROSSING

K E Y P L A N

A

H

K

SILVA CELL SYSTEM (DECK, BASE, AND POSTS)

BDEEPROOT UB18-2 ROOT BARRIER. INSTALL DIRECTLY ADJACENT TO CONCRETE

EDGE RESTRAINT

C

D

E

F

G

I

J

L

M

N

O

P

N O T E S

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS

2. DO NOT SCALE DRAWINGS

3. PROVIDE SUPPLEMENTAL IRRIGATION FOR SEASONAL DROUGHT SUPPORT OF

TREES & SOIL

TREE ROOT PACKAGE, SIZE VARIES

KBI FLEXIPAVE OR SIMILAR APPROVED AS PER LANDSCAPING SPECIFICATION.

300MM MIN AGGREGATE BASE COURSE

GEOTEXTILE 450MM MIN OVERLAP PAST EXCAVATION

BACKFILL, PER PROJECT SPECIFICATIONS

GEOGRID TO LINE PERIMETER OF SYSTEM WITH 150MM TOE (OUTWARD FROM

BASE)

CABLE TIE, ATTACHING GEOGRID TO SILVA CELL AT BASE OF UPPER LEG FLARE

PLANTING SOIL, PER PROJECT SPECIFICATIONS. COMPACTED TO 70-80%

PROCTOR.

PIN, PER SILVA CELL SPECIFICATIONS

25-100MM SPACING BETWEEN SILVA CELLS AT BASE

100MM MIN AGGREGATE SUB BASE, COMPACTED TO 95% PROCTOR.

GEOTEXTILE FABRIC, PLACED BELOW AGGREGATE SUB BASE

SUBGRADE, COMPACTED TO 95% PROCTOR

PAVERS OR ASPHALT, PER PROJECT

Q SILVA CELL BASE SLOPE, 7% MAX

R PLANTING SOIL BELOW TREE ROOT PACKAGE, COMPACTED TO 85-90% PROCTOR

S CONCRETE EDGE RESTRAINT BETWEEN AGGREGATE BASE COURSE AND TREE

OPENING

TYPICAL CONDITION | TREE OPENINGTYPICAL CONDITION | BACK OF CURB TYPICAL CONDITION | EDGE OF SILVA CELL GROUPTYPICAL CONDITION |PAVEMENT SECTION

R

STREETSCAPE APPLICATION | FLEXIBLE.2x | 2x SILVA CELL SYSTEM FOR PAVERS OR ASPHALT PAVING ON AGGREGATE BASE - SECTION

FOR INFORMATIONAL USE ONLY - NOT FOR CONSTRUCTION

NOT TO SCALE

STREET ADJACENT WALK

OR BUILDING

PROPOSED PRECAST CONCRETE TRAPPED SG GULLY WITH D400

COVER AND FRAME AS SD 508.010 WITH 150mm INTERNAL DIAMETER

DRAIN. SPECIFIED AS TYPE Z OF STANDARD DETAIL HSM/HO/PC/502-002

PG

PROPOSED 150mm DIA 'THERMOPLASTIC STRUCTURED WALL PIPE' WITH

'Y' CONNECTION TO EXISTING GULLY

PROPOSED TABLED CROSSING CONSTRUCTION.

AC10 DENSE SURFACE COURSE 100/150 PMB (POLYMER MODIFIED BINDER),

40mm THICK. AC20 DENSE BINDER 100/150 , 40mm THICK

(AS PER RAISED TABLE SECTION)

SORBUS AUCUPARIA 'CARDINAL ROYAL' 16-18 GIRTH. EXTRA HEAVY

STANDARD, ROOT BALLED IN SILVER CELLWEB SYSTEM.

(TO BE CONSTRUCTED AS PER MANUFACTURERS SPECIFICATIONS

PRIOR TO INSTALLATION

PROPOSED FULL FOOTWAY CONSTRUCTION COMPRISING OFAC6 DENSE SURFACE

COURSE 100/150 , 25mm THICK AC20 DENSE BINDER 100/150, EXISTING SUB'BASE TO BE

MAINTAINED AND TRIMMED UP TO SUIT NEW PROPOSED LEVELS .

PROPOSED 400 X 400 X 65mm TACTILE PAVING,

COLOUR BUFF (BLISTERED) LAID ON

30mm BEDDING SAND ON 100mm TYPE 2 SUB BASE

SILVA CELL SYSYTEM (DECK, BASE AND POSTS)

INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS.

Key:-

TS3 - (PLEASE REFER TO

CCC SIGN DETAILS FOR

PLATE AND POST SIZES)

TS1 - (PLEASE REFER TO

CCC SIGN DETAILS FOR

PLATE AND POST SIZES)

TS2 - (PLEASE REFER TO

CCC SIGN DETAILS FOR

PLATE AND POST SIZES)

TS3

TS3

TS3

TS1

TS2

TS2

PROPOSED NEW SIGNAGE

SIGNAGE LOCATIONS

1:1000

SETTING OUT ( PROPOSED LEVELS AND DIMENSIONS)

1:100

GENERAL ARRANGEMENT

1:100

SILVA CELL ROOT PROTECTION SYSTEM

NTS

PROPOSED SECTION OF RAISED TABLE

NTS

TIE-IN POINT TO EXISTING KERBS

HB2

HB2

BN6

TK

TK

HB2

HB2

BN6

TK

TK

TIE-IN POINT TO EXISTING KERBS

TIE-IN POINT TO EXISTING KERBS

PROPOSED PRE-CAST CONCRETE CHANNEL (S) TYPE CF (FLUTED) LAID ON C30

CONCRETE

TIE-IN POINT TO EXISTING KERBS

SITE CLEARANCE

1:150

EXISTING KERBLINE TO BE

REMOVED AND TAKEN TO TIP

Key:-

KBI FLEXIPAVE OR SIMILAR APPROVED AS PER LANDSCAPING SPECIFICATION.

PCC PATH EDGING FLAT TOP TO BE USED AS AN EGDE RESTRAINT.

CARRIAGEWAY TO BE BROKEN OUT AND REPLACED WITH ;

AC10 DENSE SURFACE COURSE 100/150 PMB(POLYMER MODIFIED BINDER) 35mm THICK

60mm THICK.AC20 DENSE BINDER 100/150 , 200mm THICKAC32 BASE 40/60, 225mm THICK

TYPE 1 SUB BASE

PG

HB2

DIA

G.1

004

DIA

G.1

003

DIA

G.1

009

DIA

G.1

023B

DIA

G.1

062

DIA

G.1

062

DIA

G.1

004

DIA

G.1

003

DIA

G.1

009

DIA

G.1

023B

DIA

G.1

004

DIA

G.1

004

KEY:-

TANGENT POINT

PROPOSED CONSTRUCTION LEVEL

10 X 5 HALF BATTERED KERB

6 X 5 BULLNOSE KERB

TRANSITION KERB

EDGING KERB

DIMENSIONS

26.53

BN6

1.05M

EK

TK

EK

AC10 DENSE SURFACE COURSE 35mm THICK

100/150 PMB(POLYMER MODIFIED BINDER)

60mm THICK.AC20

DENSE BINDER 100/150

200mm THICKAC32 BASE 40/60

225mm THICK TYPE 1 SUB BASE

PROPOSED FOOTWAY CONSTRUCTION COMPRISING OFAC6 DENSE SURFACE COURSE

100/150 25mm THICK. AC20 DENSE BINDER 100 / 150 50mm THICK ON 25mm TYPE 1

SUB-BASE

1.05M

PROPOSED TABLED CROSSING CONSTRUCTION.

AC10 DENSE SURFACE COURSE 100/150 PMB (POLYMER MODIFIED BINDER),

40mm THICK. AC20 DENSE BINDER 100/150 , 40mm THICK

(AS PER RAISED TABLE SECTION)

EXTENTS OF EXCAVATION FOR

PROPOSED SILVA CELL PROTECTION

SYSTEM

DIA

G.1

027.1

DIA

G.1

027.1

DIA

G.1

027.1

DIA

G.1

027.1

CONSTRUCTION