600 OR 900 (REFER TO TABLE) 600 SL92 150 150 SECTION A-A INVERT BACK OF KERB A A B B LIP OF KERB 600 OR 900 (REFER TO TABLE) 600 150 150 SECTION B-B SL92 SHAPE INVERT OF PIT WITH MASS CONCRETE TO PROVIDE SMOOTH TRANSITION 50 MIN 65 MIN 35 INVERT DEPRESSION 35 PLAN 600 600 OR 900 (REFER TO TABLE) 600 INVERT DEPRESSION "ELTHAM" PRECAST CONCRETE LINTEL TO MATCH COLOUR OF EXISTING KERB & CHANNEL OR EQUIVALENT APPROVED BY THE SUPERINTENDENT "ELTHAM" PRECAST CONCRETE LINTEL TO MATCH COLOUR OF EXISTING KERB & CHANNEL OR EQUIVALENT APPROVED BY THE SUPERINTENDENT CITYOFPORTPHILLIP INFRASTRUCTURESERVICES PIT DEPTH PIT COVER STEP IRONS <=1000mm R&S GRATING WEAVED35 NO (PIT CLEAR OR EQUIVALENT APPROVED OPENING BY SUPERINTENDENT 600 x 600) >1000mm R&S GRATING WEAVED55 YES (PIT CLEAR OR EQUIVALENT APPROVED REFER TO OPENING BY SUPERINTENDENT SD2101 900 x 600) NOTES: 1. USE SL92 REINFORCEMENT WITH 300MM MINIMUM LAP LENGTH AND CLEAR COVER OF 65MM. CORNER RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS. 2. CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS. 3. PITS LOCATED IN MARINE ENVIRONMENTS SHALL HAVE CONCRETE STRENGTH OF 40MPa AT 28 DAYS. 4. PITS DEEPER THAN 1000MM SHALL BE FITTED WITH STEP IRONS. REFER TO SD 2101. 5. MAXIMUM PIPE DIAMETER FOR THIS PIT IS 450MM. 6. MINIMUM FALL ACROSS PIT BASE TO BE 30MM. 7. FOR PITS DEEPER THAN 1200MM USE FABRIC SL918. 8. GROUT: 2 PARTS SAND, 1 PART CEMENT AND SUFFICIENT WATER TO PRODUCE MIX OF SUITABLE CONSISTENCY.
11
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ELTHAM PRECAST CONCRETE LINTEL APPROVED BY THE ... · "ELTHAM" PRECAST CONCRETE LINTEL TO MATCH COLOUR OF EXISTING KERB & CHANNEL OR EQUIVALENT APPROVED BY THE SUPERINTENDENT "ELTHAM"
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600 OR 900 (REFER TO TABLE)
600
SL92
150150
SECTION A-A
INVERT
BACK OF KERB
A A
BB
LIP OF KERB
600 OR 900 (REFER TO TABLE)
600150 150
SECTION B-B
SL92
SHAPE INVERT OF PIT
WITH MASS CONCRETE
TO PROVIDE SMOOTH
TRANSITION
50 MIN
6
5
M
I
N
35 IN
VERT
DEPRESSIO
N
35
PLAN
600
600 OR 900 (REFER TO TABLE)
600
INVERT DEPRESSION
"ELTHAM" PRECAST CONCRETE LINTEL
TO MATCH COLOUR OF EXISTING
KERB & CHANNEL OR EQUIVALENT
APPROVED BY THE SUPERINTENDENT
"ELTHAM" PRECAST CONCRETE LINTEL
TO MATCH COLOUR OF EXISTING
KERB & CHANNEL OR EQUIVALENT
APPROVED BY THE SUPERINTENDENT
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
PIT DEPTH PIT COVER STEP IRONS
<=1000mm R&S GRATING WEAVED35 NO
(PIT CLEAR OR EQUIVALENT APPROVED
OPENING BY SUPERINTENDENT
600 x 600)
>1000mm R&S GRATING WEAVED55 YES
(PIT CLEAR OR EQUIVALENT APPROVED REFER TO
OPENING BY SUPERINTENDENT SD2101
900 x 600)
NOTES:
1. USE SL92 REINFORCEMENT WITH 300MM MINIMUM LAP LENGTH
AND CLEAR COVER OF 65MM. CORNER RETURN REINFORCEMENT
MAY BE FABRIC OR EQUIVALENT BARS.
2. CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS.
3. PITS LOCATED IN MARINE ENVIRONMENTS SHALL HAVE CONCRETE
STRENGTH OF 40MPa AT 28 DAYS.
4. PITS DEEPER THAN 1000MM SHALL BE FITTED WITH STEP IRONS.
REFER TO SD 2101.
5. MAXIMUM PIPE DIAMETER FOR THIS PIT IS 450MM.
6. MINIMUM FALL ACROSS PIT BASE TO BE 30MM.
7. FOR PITS DEEPER THAN 1200MM USE FABRIC SL918.
8. GROUT: 2 PARTS SAND, 1 PART CEMENT AND SUFFICIENT WATER
TO PRODUCE MIX OF SUITABLE CONSISTENCY.
SAWCUT KERB AND REINSTATE
WITH 40MPa NON SHRINK GROUT
COLOURED TO MATCH KERB
REFER TO NOTE 2.0
BLUESTONE KERB
PLAN
BLUESTONE KERB
EXISTING KERB
AND CHANNEL
BREAK INTO EXISTING
STORMWATER PIPE
* 100MMØ GALVANISED STEEL
PIPE AT MIN GRADE 1 IN 50
* UPVC SEWER GRADE PIPE MAY BE
USED SUBJECT TO COVER EXCEEDING
400mm AND THE APPROVAL OF THE
SUPERINTENDENT
90° SADDLE
CONNECTION
PRO
PERTY LIN
E
75MM MIN DEPTH, 20mm CLASS CC2
CRUSHED CONCRETE
TEE CONNECTION
CAPS (THREADED ACCESS)
CONNECTION TO STORMWATER PIPE
300m
m M
IN
.
HOUSE DRAIN CONNECTION
TO BLUESTONE KERB
EXISTING KERB
AND CHANNEL
CONNECT TO HOUSE DRAIN
USING SEWER GRADE RUBBER
SLEEVES AND CIRCLIPS
PRO
PERTY LIN
E
CHARCOAL COLOURED CONCRETE
TO MATCH WIDTH OF BLUESTONE KERB.
REFER TO NOTE 2.0
100MMØ GALVANISED STEEL
PIPE AT MIN GRADE 1 IN 50
CONNECT TO HOUSE DRAIN
USING SEWER GRADE RUBBER
SLEEVES AND CIRCLIPS
75MM MIN DEPTH, 20mm CLASS CC2
CRUSHED CONCRETE
CHARCOAL COLOURED CONCRETE
FOOTPATH
FOOTPATH
CONNECTION TO KERB & CHANNEL
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
NOTES:
1. FOOTPATH:
ASPHALT - 15% RAP HOT MIX 30mm MIN. THICK
SIZE 7, TYPE L ASPHALT ON A 75mm MIN. 20mm CLASS CC2
CRUSHED CONCRETE COMPACTED TO 95% MOD.
CONCRETE - 75mm MIN. THICK, CONCRETE
STRENGTH TO BE F'c = 32Mpa @ 28 DAYS.
2. CONCRETE COLOUR TO BE CHARCOAL HANSON "EBONY"
COLOUR OR 15kg "BLACK OXIDE" BAYER 318 PER CUBIC
METRE CONCRETE OR APPROVED EQUIVALENT.
APPROVAL ON THE COLOUR MUST BE OBTAINED FROM THE
COUNCIL'S SUPERINTENDENT PRIOR TO COMMENCEMENT
OF ANY CONCRETE WORKS.
3. WHERE HOUSE DRAIN IS TO BE CONNECTED TO
COUNCIL'S UNDERGROUND DRAIN, HOUSE DRAIN
PIPE SHALL NOT PROTRUDE INTO EXISTING DRAIN.
4. KERB ADAPTORS MAY BE USED IN SOME CASES SUBJECT TO
APPROVAL BY THE SUPERINTENDENT. KERB ADAPTOR TO BE
R&S GRATING "RECYCLED RUBBER FOR B2 CONCRETE KERB
AND CHANNEL".
5. PIPE:
100mm DIA. GALVANIZED STEEL PIPE, 4.5mm
WALL THICKNESS - AS1074.
SECTION
D
250
250
4D
H
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
PRO
PERTY LIN
E
GAP BETWEEN
STONES
MIN 10mm;
MAX 30mm
CO
MPACTED
FIN
E C
RU
SH
ED
RO
CK
CO
NCRETE
PRO
PERTY LIN
E
75
150
150
(TYP.)
CARRIAGEWAY PITCHERS TO BE
LAID IN STRETCHER BOND PATTERN
PITCHER PAVING DETAIL
TYPICAL CROSS SECTION
75mm MIN DEPTH
25Mpa CONCRETE
150mm MIN THICKNESS
20mm CLASS 3, 3% CTCR
VARIES VARIES
CUT BLUESTONE PITCHERS
TO MATCH PROPERTY LINE
CUT BLUESTONE PITCHERS
TO MATCH PROPERTY LINE
25
25mm DROP FROM LIP LEVEL
TO INVERT LEVEL FOR THE
THREE PITCHER SPOON DRAIN
3 PITCHER
SPOON DRAIN
APPROVED SUBGRADE
NOTES:
1. LIFT BLUESTONE PITCHERS & EXCAVATE TO
REQUIRED DEPTH.
2. CLEAN & RESET BLUESTONE PITCHERS ON 25 MPa
CONCRETE BASE AND 3% CEMENT TREATED CRUSHED
ROCK SUB-BASE.
3. BLUESTONE JOINTS TO BE FILLED WITH A GROUT MIX OF:
AND 1% LIME WITH BAYER SYNTHETIC COLOUR OXIDE ADDED
AT A RATE OF 40 KG/M ³ THOROUGHLY MIXED THROUGH THE GROUT.
(CHARCOAL COLOURED GROUT)
4. TYPICAL PITCHER SIZE OF 150MM X 200MM IS AN
AVERAGE SIZE ONLY.
5. ALL GROUTED JOINTS TO BE A MAXIMUM OF 30mm
WIDE TO FULL DEPTH OF PITCHER.
6. ALL EXCESS GROUT TO BE REMOVED FROM THE
SURFACE OF THE BLUESTONE.
7. CONCRETE COMPRESSIVE STRENGTH SHALL BE
25 MPa AT 28 DAYS.
8. ALL DIMENSIONS ARE IN MILLIMETRES.
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
"WARM MIX" SIZE 10mm,
TYPE N ASPHALT
15% RAP HOT MIX
SIZE 7mm, TYPE L ASPHALT
SIZE 7mm, TYPE L ASPHALT
APPROVED SUB-GRADE
APPROVED SUB-GRADE
APPROVED SUB-GRADE
CONCRETE STRENGTH
25MPa AT 28 DAYS
40
250 U
.N
.O
.
30
75
40
100
75
75
LIGHT DUTY
ROAD PAVEMENT
COMMERCIAL ASPHALT
FOOTPATH
CONCRETE FOOTPATH
RESIDENTIAL ASPHALT
FOOTPATH
TRENCH REINSTATEMENT
(FOR OTHER UTILITIES
SERVICES)
APPROVED SUB-GRADE
SIZE 20mm CLASS 2 FCR
(COMPACTED TO 95% MOD TEST)
ASPHALT REINSTATEMENT WITH
SIZE 10mm TYPE N ASPHALT,
NOMINAL 75mm THICKNESS
(IN TWO LAYERS)
TRENCH BACKFILLED
AND COMPACTED BY OTHERS
SIZE 20mm CLASS CC2
CRUSHED CONCRETE
(COMPACTED TO 95%
MOD TEST)
NOTE:
USE EMOLEUM "LATTEPHALT" OR EQUIVALENT
APPROVED BY THE SUPERINTENDENT, IN
SHOPPING STRIPS.
(IN
TW
O LAYERS)
SIZE 20mm CLASS 2 FCR
(COMPACTED TO 95% MOD TEST)
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
BEDDING MATERIAL: 100mm THICK,
SIZE 20mm, CLASS 2 FCR, COMPACTED
TO 95% MOD TEST
DRAIN
AG
E TREN
CH
D
EPTH
VARIES
BACKFILL MATERIAL: SIZE 20mm,
CLASS 2 FCR, COMPACTED TO 95%
MOD TEST, IN 150mm LAYERS
EXISTING ROAD SURFACE LEVEL
DRAINAGE TRENCH
40mm, SIZE 10, TYPE N ASPHALT
250mm (IN TWO LAYERS),
SIZE 20, CLASS 2 FCR, COMPACTED
TO 95% MOD TEST
SAW
CU
T LIN
E
SAW
CU
T LIN
E
CRACK SEAL ALONG
THE JOINT (TYPICAL)
APPROVED SUBGRADE
300mm MIN.
300mm MIN.
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
NOTES:
1. THE EDGES OF THE TRENCH ARE TO BE NEATLY SAWCUT PRIOR TO
EXCAVATION WORKS.
2. CRUSHED ROCK TO BE APPROVED BY THE SUPERINTENDENT PRIOR TO
COMMENCEMENT OF BACKFILL WORKS.
W
ID
TH
2.5M
PRO
PERTY LIN
E
PLAN
CO
NSTRU
CT CH
AN
NEL TO
M
ATCH
EXISTIN
G M
ATERIAL
0.5M
RADIUS
(ROLLOVER)
FO
OTPATH
B C
D
FACE O
F KERB
A A
FO
OTPATH
BACK O
F KERB
LIP LIN
E
REFER TO NOTE 2 FOR
RESIDENTIAL AND COMMERCIAL
VEHICLE CROSSINGS
D
SECTION A-A
230
25mm CHAMFER
300
500
270
DEPTH
B C
NO BULLNOSE
75mm THICK OF
20mm CLASS 2 FCR
COMPACTED TO 95%
MOD TEST
REINFORCEMENT
AS PER NOTE 1 SET
ON BAR CHAIRS
EACH OF THE RELATIVE GRADE CHANGES BETWEEN THE ROAD, SECTION C,
SECTION B, AND INSIDE THE PROPERTY LINE SHALL NOT EXCEED 12%.
JO
IN
TS
0.5M
RADIUS
(ROLLOVER)
PAVEM
EN
T
CONSTRUCT CHANNEL TO
MATCH EXISTING MATERIAL
INDUSTRIAL
COMMERCIAL
RESIDENTIAL
NOTES:
SL82 185mm
2. RESIDENTIAL AND COMMERCIAL VEHICLE CROSSINGS
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
SL92
SL92
215mm
230mm
1. CONCRETE DETAIL
CONCRETE STRENGTH: 32MPa AT 28 DAYS.
PLACE REINFORCEMENT 50mm ABOVE CRUSHED ROCK BASE, ON BAR CHAIRS.
SURFACE FINISH: TROWELLED AND GROOVED AT CHANGES OF GRADE.
TYPE
REINFORCEMENT
DEPTH OF SLAB
FOOTPATH RESERVE WITH NATURE STRIP
D B* C
EXISTING FOOTPATH
RESERVE WIDTH
DIMENSION B AND C ARE GOVERNED BY THE EXISTING
FOOTPATH AND NATURE STRIP WIDTHS.
MATERIAL: ASPHALT*
OR CONCRETE TO MATCH
FOOTPATH MATERIAL.
MATERIAL: CONCRETE TO
MATCH COLOUR OF KERB
AND CHANNEL.
FOOTPATH RESERVE WITHOUT NATURE STRIP
D B* C
IF D IS BETWEEN 1.75m
AND 2.25m.
IF D IS LESS THAN 1.75m.
IF D IS BETWEEN 2.25m
AND 5.00m.
IF D IS GREATER THAN
5.00m.
MATERIAL: CONCRETE TO
MATCH COLOUR OF KERB
AND CHANNEL.
MATERIAL: CONSTRUCT ENTIRE VEHICLE CROSSING
IN CONCRETE TO MATCH COLOUR OF FOOTPATH.
VARIES 0.75m
VARIES
VARIES
1.50m
3.50m
B* IF SECTION B OF THE CROSSING IS TO BE CONSTRUCTED IN ASPHALT,
THEN REBATE CONCRETE BY 35mm (MIN.) TO ALLOW FOR ASPHALT
WEARING COURSE.
FOR RESIDENTIAL: USE SIZE 7, TYPE L ASPHALT.
FOR COMMERCIAL: USE SIZE 10, TYPE N ASPHALT.
3. INDUSTRIAL VEHICLE CROSSINGS
DIMENSIONS B AND C: REFER TO NOTE 2 ABOVE.
MATERIAL: CONSTRUCT ENTIRE VEHICLE CROSSING IN CONCRETE TO MATCH
COLOUR OF FOOTPATH.
4. GENERAL
- THE COLOUR OF CONCRETE TO BE USED IS EITHER PLAIN OR CHARCOAL
COLOURED DEPENDING ON THE COLOUR OF MATERIAL REQUIRED TO BE
MATCHED.
- FOR CHARCOAL COLOURED CONCRETE USE HANSON "EBONY" COLOUR
OR 15kg "BLACK OXIDE" BAYER 318 PER CUBIC METRE CONCRETE OR
APPROVED EQUIVALENT.
- APPROVAL ON THE COLOUR MUST BE OBTAINED FROM COUNCIL'S
SUPERINTENDENT PRIOR TO COMMENCEMENT OF ANY VEHICLE CROSSING
WORKS.
- ALL CROSSINGS SHALL HAVE A MINIMUM RISE OF 150mm FROM THE
CHANNEL INVERT TO THE PROPERTY LINE.
- REFER TO AS/NZS 2890.1 FOR WIDER CROSSINGS, MAXIMUM 5.5m.
MATERIAL: ASPHALT*
OR CONCRETE TO MATCH
FOOTPATH MATERIAL.
SD4108
2.0 WIDE PEDESTRIAN PATH
COLOURED SURFACE TREATMENT
PAVEMENT
SURFACE
PAVEMENT
SURFACE
80
(TYP)
80
(TYP)
SAW
CU
T
LIN
E
SAW
CU
T
LIN
E
CROSS SECTION A-A
40
(TYP)
40
(TYP)
SIZE 10, TYPE N WARM MIX
ASPHALT WEARING COURSE
SIZE 10, TYPE N WARM MIX
ASPHALT WEARING COURSE
COLOURED SURFACE TREATMENT
PLAN
A A
CITY OF PORT PHILLIP
INFRASTRUCTURE SERVICES
NOTES:
1. COLOURED SURFACE TREATMENT: USE YELLOW OMNIGRIP CST OR
EQUIVALENT AS APPROVED BY THE SUPERINTENDENT
SKID RESISTANCE VALUE (SRV) > 54BPN.
2. ALL DIMENSIONS ARE IN MILLIMETRES.
x7 Ca
x10 Dc
x7 Dt
x7 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x8 Ca
x12 Dc
x8 Dt
x8 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x4 Lt
x4 Pm
x9 Lt
x9 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x7 Lt
x7 Pm
x7 Lt
x7 Pm
x3 Lt
x3 Pm
x12 Lt
x12 Pm
x33 Lt
x33 Pm
x45 Lt
x45 Pm
x29 Lt
x29 Pm
x19 Lt
x19 Pm
x6 Lt
x6 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x4 Lt
x4 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x70 Cp
x18 Cv
x25 Cp
x6 Cv
x6 Lf
x26 Mp
C. ficifolia
A. heterophylla
x3 Wd x11 Wd
x7 Ca
x10 Dc
x7 Dt
x7 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x8 Ca
x12 Dc
x8 Dt
x8 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x45 Ca
x68 Dc
x45 Dt
x45 Ll
x20 Ca
x30 Dc
x20 Dt
x20 Ll
x15 Ca
x23 Dc
x15 Dt
x15 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x11 Ca
x17 Dc
x11 Dt
x11 Ll
x16 Ca
x24 Dc
x16 Dt
x16 Ll
x14 Ca
x21 Dc
x14 Dt
x14 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x10 Ca
x15 Dc
x10 Dt
x10 Ll
x9 Wd x4 Wd
x10 Wd
x4 Wd
x10 Wd
x4 Lt
x4 Pm
x9 Lt
x9 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x7 Lt
x7 Pm
x7 Lt
x7 Pm
x3 Lt
x3 Pm
x19 Lt
x19 Pm
x19 Lt
x19 Pm x10 Lt
x10 Pm
x8 Lt
x8 Pm
x9 Lt
x9 Pm
x11 Lt
x11 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x10 Lt
x10 Pm
x9 Lt
x9 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x11 Lt
x11 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x8 Lt
x8 Pm
x7 Lt
x7 Pm
x17 Lt
x17 Pm
x15 Lt
x15 Pm
x46 Lt
x46 Pm
x12 Lt
x12 Pm
x33 Lt
x33 Pm
x45 Lt
x45 Pm
x29 Lt
x29 Pm
x19 Lt
x19 Pm
x6 Lt
x6 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x4 Lt
x4 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x70 Cp
x18 Cv
x25 Cp
x6 Cv
x44 Cp
x11 Cv
x12 Cp
x3 Cv
x12 Cp
x3 Cv
x15 Cp
x4 Cv
x20 Cp
x5 Cv
x10 Cp
x3 Cv
x15 Cp
x4 Cv
x15 Cp
x4 Cv
x9 Cp
x3 Cv
x14 Cp
x4 Cv
x32 Cp
x8 Cv
x6 Lf x6 Lf x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x26 Mp
C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia
C. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifolia
Note: Plants marked * are to be local provenance stock, purchased from a local indigenous nursery .
Site Plan
Scale N.T.S
Sheet 1
Sheet 2
Sheet 3 Sheet 4
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x8 Ca
x12 Dc
x8 Dt
x8 Ll
x45 Ca
x68 Dc
x45 Dt
x45 Ll
x20 Ca
x30 Dc
x20 Dt
x20 Ll
x15 Ca
x23 Dc
x15 Dt
x15 Ll
x9 Wdx4 Wd
x10 Wd
x10 Lt
x10 Pm
x3 Lt
x3 Pm
x19 Lt
x19 Pm
x19 Lt
x19 Pmx10 Lt
x10 Pm
x8 Lt
x8 Pm
x9 Lt
x9 Pm
x11 Lt
x11 Pm
x46 Lt
x46 Pm
x12 Lt
x12 Pm
x33 Lt
x33 Pm
x44 Cp
x11 Cv
x12 Cp
x3 Cv
x12 Cp
x3 Cv
x6 Lf x6 Lf x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf
x26 Mp
C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia
x4 Lfx4 Lf
x4 Lf
x3 Wd x11 Wd x8 Wd x10 Wd x5 Wd x7 Wd
x4 Wd
x4 Lf
C. ficifolia
x7 Ca
x10 Dc
x7 Dt
x7 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x8 Ca
x12 Dc
x8 Dt
x8 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x45 Ca
x68 Dc
x45 Dt
x45 Ll
x20 Ca
x30 Dc
x20 Dt
x20 Ll
x15 Ca
x23 Dc
x15 Dt
x15 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x11 Ca
x17 Dc
x11 Dt
x11 Ll
x16 Ca
x24 Dc
x16 Dt
x16 Ll
x14 Ca
x21 Dc
x14 Dt
x14 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x10 Ca
x15 Dc
x10 Dt
x10 Ll
x9 Wd x4 Wd
x10 Wd
x4 Wd
x10 Wd
x4 Lt
x4 Pm
x9 Lt
x9 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x7 Lt
x7 Pm
x7 Lt
x7 Pm
x3 Lt
x3 Pm
x19 Lt
x19 Pm
x19 Lt
x19 Pm
x10 Lt
x10 Pm
x8 Lt
x8 Pm
x9 Lt
x9 Pm
x11 Lt
x11 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x10 Lt
x10 Pm
x9 Lt
x9 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x11 Lt
x11 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x8 Lt
x8 Pm
x7 Lt
x7 Pm
x17 Lt
x17 Pm
x15 Lt
x15 Pm
x46 Lt
x46 Pm
x12 Lt
x12 Pm
x33 Lt
x33 Pm
x45 Lt
x45 Pm
x29 Lt
x29 Pm
x19 Lt
x19 Pm
x6 Lt
x6 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x4 Lt
x4 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x70 Cp
x18 Cv
x25 Cp
x6 Cv
x44 Cp
x11 Cv
x12 Cp
x3 Cv
x12 Cp
x3 Cv
x15 Cp
x4 Cv
x20 Cp
x5 Cv
x10 Cp
x3 Cv
x15 Cp
x4 Cv
x15 Cp
x4 Cv
x9 Cp
x3 Cv
x14 Cp
x4 Cv
x32 Cp
x8 Cv
x6 Lf x6 Lf x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf
x26 Mp
C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia
C. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifolia
C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia
C. ficifoliaC. ficifoliaC. ficifolia
x4 Lfx4 Lf
x4 Lfx4 Lf
x13 Wd
x4 Wd
x1 Wd
x7 Ca
x10 Dc
x7 Dt
x7 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x8 Ca
x12 Dc
x8 Dt
x8 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x1 Ca
x2 Dc
x1 Dt
x1 Ll
x45 Ca
x68 Dc
x45 Dt
x45 Ll
x20 Ca
x30 Dc
x20 Dt
x20 Ll
x15 Ca
x23 Dc
x15 Dt
x15 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x12 Ca
x18 Dc
x12 Dt
x12 Ll
x11 Ca
x17 Dc
x11 Dt
x11 Ll
x16 Ca
x24 Dc
x16 Dt
x16 Ll
x14 Ca
x21 Dc
x14 Dt
x14 Ll
x3 Ca
x5 Dc
x3 Dt
x3 Ll
x10 Ca
x15 Dc
x10 Dt
x10 Ll
x9 Wd
x4 Wd
x10 Wd
x4 Wd
x10 Wd
x4 Lt
x4 Pm
x9 Lt
x9 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x7 Lt
x7 Pm
x7 Lt
x7 Pm
x3 Lt
x3 Pm
x19 Lt
x19 Pm
x19 Lt
x19 Pm x10 Lt
x10 Pm
x8 Lt
x8 Pm
x9 Lt
x9 Pm
x11 Lt
x11 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x10 Lt
x10 Pm
x9 Lt
x9 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x11 Lt
x11 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x8 Lt
x8 Pm
x8 Lt
x8 Pm
x7 Lt
x7 Pm
x17 Lt
x17 Pm
x15 Lt
x15 Pm
x46 Lt
x46 Pm
x12 Lt
x12 Pm
x33 Lt
x33 Pm
x45 Lt
x45 Pm
x29 Lt
x29 Pm
x19 Lt
x19 Pm
x6 Lt
x6 Pm
x10 Lt
x10 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x10 Lt
x10 Pm
x6 Lt
x6 Pm
x6 Lt
x6 Pm
x4 Lt
x4 Pm
x6 Lt
x6 Pm
x5 Lt
x5 Pm
x70 Cp
x18 Cv
x25 Cp
x6 Cv
x44 Cp
x11 Cv
x12 Cp
x3 Cv
x12 Cp
x3 Cv
x15 Cp
x4 Cv
x20 Cp
x5 Cv
x10 Cp
x3 Cv
x15 Cp
x4 Cv
x15 Cp
x4 Cv
x9 Cp
x3 Cv
x14 Cp
x4 Cv
x32 Cp
x8 Cv
x6 Lf x6 Lf x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x6 Lf
x6 Lf
x6 Lf x6 Lf
x26 Mp
C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia C. ficifolia
C. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifoliaC. ficifolia