6 Traffic Assessment - City of Yarra · 6 Traffic Assessment 6.1 Traffic Generation ... To .04o No....
Transcript of 6 Traffic Assessment - City of Yarra · 6 Traffic Assessment 6.1 Traffic Generation ... To .04o No....
6 Traffic Assessment
6.1 Traffic Generation
In consideration of the locality of the site and good level of accessibility to public transport, it is estimated that the residential component of the development will generate traffic at a rate of 3 vehicle movements per apartment with a parking space per day or 0.3 trips per apartment per hour during peak hours.
The majority of the traffic generated by the residential development during the morning peak period will be residents departing the subject site (80 percent out and 20 percent in) and the majority of the traffic during the evening peak period will be residents arriving to the subject site (40 percent out and 60 percent in).
The application of the above rates to the 82 apartments that will be provided with car parking generates an expected level of traffic generation as per Table 6.1 below:
Table 6.1: Residential Traffic Generation
AM Peak PM Peak
Arriving trips: 5 15
Departing trips: 20 10
Total trips: 25 25
6.2 Traffic Distribution
The level of additional traffic generated by the proposed development will flow directly onto Hodgson Street. Based on site observations, the surrounding road network has the ability to accommodate the expected increase in traffic volume (in the order of 25 vehicle movements in AM and PM peak hours) associated with the proposed development. Further, Given that all vehicles will able to exit the site in a forward direction onto Hodgson Street, it is expected that the development will not create any traffic safety or operational concerns.
ratio MENU 250 Gore Street & 221 Moor Street, Fitzroy — Traffic Assessment Report 24
7 Conclusion Based on the analysis and discussions presented within this report, the following conclusions are made.
■ The proposed development generates a statutory requirement of 118 parking spaces.
■ The provision of 83 spaces for residents requires a reduction of 16 spaces against the statutory requirements. 16 apartments will be sold without a parking space on-site which represents 18% of the one bedroom apartments proposed and is much less than the 42% of one-bedroom apartments in the area that do not own a vehicle. Parking is heavily restricted on the surrounding streets, which will assist in ensuring that those that purchase an apartment without a parking space do not park on-street instead.
■ No parking is provided on-site for visitors. Visitors are expected to generate a demand of 7 spaces during weekdays and up to 12 spaces during weeknights and on weekends when their demands are at their peak. Parking surveys indicate that there is sufficient capacity within the surrounding on-street supply to cater for this demand and is considered an appropriate arrangement in this location.
■ The use of car stackers is considered to be acceptable and has been independently assessed by Klaus Multiparking.
■ The provision of bicycle parking satisfies the Planning Scheme requirements for residents. The Applicant also proposes to provide funding to Council towards the installation of bicycle parking rails to be installed on the footpath in the vicinity of the site, which will cater for the bicycle parking needs of customers and visitors to the site.
■ The subject site has excellent access to a range of facilities and services that will reduce individuals' dependence on private motor vehicle ownership and travel.
■ Up to 25 vehicular trips per hour will be generated along Hodgson Street during AM and PM peak periods by the proposed development. Traffic will be dispersed onto the surrounding road network, which has the capacity to accommodate the additional traffic volumes in a safe and satisfactory manner.
■ Waste and recyclables collections are to be performed by a private contractor as specified in the Waste Management Plan prepared by Leigh Design.
Overall, the proposed development is not expected to create adverse traffic or parking impacts in the precinct.
ratio NNE. 250 Gore Street & 221 Moor Street. Fitzroy - Traffic Assessment Report 25
APPENDIX A
Survey Results
ratio Milli 250 Gore Street & 221 Moor Street. Fitzroy - Traffic Assessment Report
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FIGURE 22 Project : 12116 June 2014
PARKING SURVEY AREAS
Table 7 1
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Location 250 Gore St. Rtorey Date Saturday. 21 June 2014 Weal r Mild And Overcast
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PUBLIC CAPACITY 353 353 353 363 355 346 335
PUBLIC OCCUPANOES II1 204 211 ao 176 105 150
PUBLIC VACANCIES 172 150 142 162 180 183 190
PUBLIC X OCCUPANCIES 61% NI% 20% 67% 48% 411%
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Rata Consultants
APPENDIX B
Swept Path Assessment
Access
Critical Spaces
Small Car Space locations
Waste Collection
ratio 111111111111 250 Gore Street & 22 I Moor Street Fitzroy - Traffic Assessment Report
1 BED 0,
.7.0 Ai, OE.
E 11 11 411k
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600 L 600 L 600 L 600 L SECTIONAL GA
WASTE 26.0 ni'
600L 600L 600L 2ir'REC,CLING
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JOInm CLEARANCE LORIVAR12)
VEHICLE ENVELOPE (REVERSE)
30Orrin CLEARANCE IDERSE) 4.910m 1.870m 1.421m 0.1b9m 1.770m 4.00 sec 5.750m
4.91
0.92 2.8 .1
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I
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1 ASILI
3 WEI WZD(70_ 503nyn CLEARANCE LORWARg
*mar ENVELOPE (REVERSE)
300mm CLEARANCE (REVERSE) 0.95 3.05
NOTE: 1) Base Plan Supplied by Hoyball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
Overall Length 5.200m Overall Width 1.940m Overall Body Height 2.200m Min Body Ground Clearance 0.312m Track Width 1.840m Lock to Lock Time 4.00 sec Curb to Curb Turning Radius 6.250m
Stop- ■ 40. 440. 4**.-.• 0 #
ratio RATIO CONSULTANTS PTY LTD
ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD
RICHMOND. VICTORIA 3121
FACSIMILE ( 03) 9429 3011
TELEPHONE ( 03) 9429 3111
Fitzroy Residential Development 250 Gore Street / 221 Moor Street Ramp Passing — B99+B85 Together
OUR REF SHEET No. SCALE DATE 12116AT/BY AT (1) 1:150444 20/08/2014
3'." 3fir .3* . 31.1?, it
341' 3111. 3
331 301 3,t
1 CAR STACKER
NOTE: 1) Base Plan Supplied by Hayball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
II
I n p300..cc2.04,4
PROPFRT BOUNDA
1:14 GRADIENT
RAMP
1:14 GRADI NT
RAM
600 L § ,
26.0 m' I 1600 L 600 L 600 L
600 L 600 L
1 600 L 600 L 600 L 600 L
WASTE
1 BED ol
4!.0 in
'1
2500 SERVICES
// CAR STAC
BASEMENT CAR PARK
69 STORES
83 CARPARKS
26 BIKE RACKS
30,000L RAIN WATER SANK BELOW STORAGE
A63'3
".("1".°44 P451.\-n
YSTEM C
// U
CAR STACKER SY1-
/
J
JOSTA 2-TIER
BICYCLE RACKS
(16)
B85 Vehicle ( AS/NZS2890.1:2004)
• ratio
VEHICLE NYACK (FORWARD)
300mrs CLEARANCE (FORWARD)
WHIM ENVELOPE (REVERSE)
300rom CLEARANCE 2LEVERS1)
4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.750m
4 91
la45&1
0.92 2.8 .1
Overall Length Overall Width Overall Body Height Min Body Ground-Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius
_ Acw:43:40■ 441.41%.
RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALM FIRST FLOOR 649 BRIDGE ROAD
RICHMOND, VICTORIA 3121
FACSIMILE ( 03) 9429 3011 TELEPHONE ( 03) 9429 3111
Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Entry
OUR REF SHEET No. SCALE DATE 12116AT/BY AT (2) 1:150(§A4 20/08/2014
J J
3‘m
1:14 GRADIENT
RAMP
3WV 3A1
600 L 600 L 600 L
600 L 600L 600L 8 3 3M,'
-25i) 2700 _ ,uo
CAR STACKER SY
CAR STACKER
3PO5
SERVICES
69 STORES
83 CARPARKS
26 BIKE RACKS
30,000L RAIN WATER TANK BELOW STORAGE ROOM
CAR STACKER SYSTEM C
/ •
*1'.‘ •
•. . . • .
2700
1 BED 01
47.0 rn
3. 0
g 3
LD F 600 L 600 L 600 L 600 L
1,1,
1:14 GRADIENT
RAMP
PROPFRI RCANDA-
20110
„.•
atm
4
JOSTA 2- TIER
BICYCLE RACK
(16)
NOTE: 1) Bose Plan Supplied by Hoyball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
192 / 2.8
Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius
RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK FIRST FLOOR 649 BRIDGE ROAD
RICHMOND. VICTORIA 3121
FACSIMILE ( 03) 9429 3011
TELEPHONE ; 03) 9429 3111
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ratio
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30Ornm CLEARANCE Lanus) VEHICLE ENVELOPE (REVERSE)
300mm CLEARANCE EVERSE)
4.910m 1.870m 1.421m 0.1b9m 1.770m 4.00 sec 5.750m
Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Egress
OUR REF
SHEET No. SCALE
DATE 12116AT/BY
AT (3)
1:150@A4
20/08/2014
s.0J p9.0
-0 1A\
U /
/
CAR STACKER SYSTEM A
CAR STACKER SYSTEM B !mu
BASEMENT CAR PARK
SERVICES
69 STORES
83 CARPARKS
26 BIKE RACKS
30,000L RAIN WATER TANK BELOW STORAGE ROOM
1:14
1'14 GRADIENT
GRADIENT
RAMP
RAMP
PROPFRT BOUNDA,,
JOSTA 2-TIER
BICYCE F RACKS
(16)
3<
II , BED p
L. I
600 L 600 L 600 L 600 L
WASTE
26.0 "1' [! 600 L
600L
3m'
600 L
BOO L 600 L
600 L
_ 4141•11,1101%*
ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK• FIRST FLOOR 649 BRIDGE ROAD
RICHMOND, VICTORIA 3121
FACSIMILE 03) A429 3011
TELEPHONE ( 03) 9429 31' I
B35 Vehicle ( Typical Small Car) 4.45 VEHICLE ENVELOPE (FORWARD)
300nim CLEARANCE LORWARDi
VEHICLE ENVELOPE (REVERSE)
30Ornm CLEARANCE (REVERS
4.450m 1.700m 1.486m 0.248m 1.700m 4.00 sec 5.250m
0.9 2.65 Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius
NOTE: 1) Base Plan Supplied by Hayball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
CAR STACKER SYSTEM C //
= III Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street End Space Ingress (Small Car)
OUR REF SHEET No. SCALE DATE 12116A-1/BY AT (4) 1:150@A4 20/08/2014
411
SERVICES
1 I.
1 BED 01
47.O m'
600 L 600 L 600 L 600 L
WASTE
600 L 600 L 600 L.
PO°
2500
11
/
AR STACKER SYSTEM A
BASEMENT CAR PARK
69 STORES
83 CARPARKS
26 BIKE RACKS
30,000L RAIN WATER TANK BELOW STORAGE ROOM
1:14 GRADIENT
RAMP
1:14 GRADIENT
RAMP
\ \
NOTE:
1) Base Plan Supplied by HaybaII Architects on 20-08-2014
2) Maximum Design Speed 10km/h
CAR STACKER SYSTEM B CAR STACKER
-
SYSTEM C II
JOSTA TIER
PROPER/ ADUNDAY,
E
\.• 4°4-
BICYCLE RACKS.
(16)
ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD
RICHMOND. VICTORIA 3121
FACSIMILE 03) 9429 3011 TELEPHONE r 03) 942931'1
B35 Vehicle ( Typical Small Car) 4.45 VEHICLE MUCK (FORWARD) Fitzroy Residential Development — Swept
250 Gore Street / 221 Moor Street
End Space Egress (Small Car)
Paths
300mm aF.Annicx (L-CfM4(1)1
VEHICLE ENVELOPE (REVERSE)
300inm ellARMICE iRENTRT 4.450m 1.700m 1.486m 0.248m 1.700m 4.00 sec 5.250m
0.9 2.65 Overal Length Overal Width Overal Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius
OUR REF 12116AT/BY
SHEET No. AT (5)
SCALE 1:150@A4
DATE 20/08/2014
69 STORES
83 CARPARKS
26 BIKE RACKS
30,000L RAIN WATER TANK BELOW STORAGE ROOM
CKER SYSTEM A
BASEMENT CAR PARK
nEn
1:14 GRADIENT
RAMP
CAR STACKER SYSTEM C
I
.n)
. 01 600 L 600 L 600 L Vr1
IN A ST F
600 L 600 L
600 L 6001_
SERVICES
/
600 L
600 L
EfOOL
1:14 GRADIENT
RAMP
\o 4°°° r9s
a
JOSTA 2-TIER
BICYCI F RACKS
(16)
B85 Vehicle ( AS/NZS2890.1:2004)
4.91
VENUE ENVELOPE (FORWARD)
30Ornm CLEARANCE LORAN())
VEHICLE ENVELOPE (REVERSE)
Mem CLEARANCE (REVERSE)
(41-IgilPiNsp (.92 / 2.8
Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock T me Curb to Curt) Turning Radus
4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.75Dm
/
J
NOTE:
1) Base Plan Supplied by HaybaII Architects on 20-08-2014
2) Maximum Design Speed 10km/h
PRCPFR1 9:1040A,.
Fitzroy Residential Development — Swept Paths
4 1
250 Gore Street / 221 Moor Street Standard Space Entry
OUR REF SHEET No. SCALE DATE 12116AT/BY AT (6) 1:150@A4 20/08/2014 ratio
ICI."---■IV24:•.-f VP. AO' -410111. 1110■:-.4111■ 411a■
1401. RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BR1DGC ROAD
RICHMOND VICTORIA 312'
I ACSIM1LE ( 03) 9429 3011
TELEPHONE ' 03) 9429 3r 1
3Pre 3PN
3re'l
3
7
34-1' 3,m
On
1 BED
47.0 in
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PROPER1 SOUND*
ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD
RICHMOND. VICTORIA 3121
FACSIMILE ( 03) 9429 3011
TE.EPHONE ( 03; 942931 .̀ 1
B85 Vehicle ( AS/NZS2890.1:2004)
600 L 600 L 600 L 600 L
WASTE
600 L 600 L 600 L
3
69 STORES
83 CARPARKS 1:14 1:14 BASEMENT 26 BIKE RACKS GRADIENT GRADIENT CAR PARK
10F.P..: 30,000L RAIN WATER / I
9 TANK BELOW STORAGE ROOM RAMP RAMP
STACKER SYSTEM B
NOTE: 1) Base Plan Supplied by Hayball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
CAR STACKER SYSTEM C
■
JOSTA 2-TIER
BICYCLE RACKS
(16)
VEHICLE ENVELOPE (FORWARD)
300mm CLEARANCE LORWARI3)
VEHICLE ENVELOPE (REVERSE)
300mrn CLEARANCE IEVERSE)
4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.750m
Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Egress
OUR REF SHEET No. SCALE DATE
12116AT/BY AT (7) 1:150@A4 20/08/2014
3
3,Pa'
-70:-••■ '4144,111■ ..qe" ■411k.
4 91
192 I 2.8
Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius
1. 13
03 fi
•
RICHES
113 GAN.
NACKS
:10.0071 RN 1(
AISTOMGE
RCAPA
CAR STACKER SYSTEM C , .4
GRLINT
H 1111
NXPRIT mg MAO,
MOOR STRFFT
Fitzroy Residential Development 250 Gore Street / 221 Moor Street Identification of Small Car Spaces
OUR REF SHEET No. SCALE DATE 12116AT/BY AT (8) 1:300@A4 20/08/2014
NOTE: 1) Base Plan Supplied by Hayball Architects on 20-08-2014 2) Maximum Design Speed 10km/h
01
- -7
406.414/10401b.:741.400.44.44#■7
-at 4111.
14IPP' RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD RICHMOND. VICTORIA 3' 21
FACSIMILE ;03) 9429 3011
TELERHONE ( 03) 9429 31 1 rat' o
01 N N
CAR STACKER SYSTEM B
2500
1P CAR STACKER SYSTEM A
SHEET No. AT (1)
OUR REF 12116AT—Waste
512001 - 1250012116 250 Gore 5Pael a 771 Nov Sreet. FtwoylRe510ent1610avelarmen0Sweot Patre11(114(38-2017116A--waste 0%.9
I RED 1 BED
c.o7 52.5 m,
NOTE: 1) Base Plan Supplied by Hayball Architects on 20/08/2014 2) Maximum Design Speed 10km/h
Fitzroy Residential Development 250 Gore Street / 221 Moor Street Waste truck turnaround
ratio
46- .416
■ 40. is, .46, .4%;;4• 4W
10010■
FACSIMILE ( 03) 9429 30.1
TELEPHONE (03) 9429 3,
RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVE RWAt II FIRST FLOOR 649 BRIDGF ROAD
RICHMOND. VICTORIA 3121
Waste Wise Truck
6345 11:111CLE ENVELOPE (FORWARD)
300mm CLEARNICE (FORWARD)
VEHICLE B1f.L0PE (REVERSE)
300mm CLEARANCE (REVERSE)
Overal Longa, Overal Width Overal Body Hetht Mln Body Ground Clearance Track Wk1th Lock to Lock Time Curb to Curb Turning Radius
6.345m 2.330m 2.080m 0205m 2.330m 4.00 sec 7.100m
SCALE 1: 150@A4
DATE 20/08/2014
Page 1 Section Dimensions Car data
Page 2 Width dimensions
Page 3 Width dimensions Approach Free spaces
Page 4 Function Load plan
Page 5
Rails
Page 6 Electrical installation
Technical data
KZ Al a multiparking
Free space
Lo ,/ UF (upper floor)
KLAUS Multiparking GmbH Hermann-Krum-Strane 2 D-88319 Aitrach
Fon +49 (0) 75 65 5 08-0 Fax +49 (0) 75 65 5 08-88
[email protected] www.multiparking.com
t354 5t Free space
at rn as o.
Det
ail d
oors
•
a)
2
GF (ground floor)
Grounding 6
125 4 300 4 Rail system •
s 560+8 for vehicle up to 5.00 m = 16'4" lone: Page 5
(580 -1 for vehicle up to 5.20 m = 17' lop)
40 30
Page 7
To be peiroi - ined by the customer
Description
Page 8
Description
4000-160
car height UF GF
150 150
4000-185
car height , height „ UF GF
, 345 „ 150 165
4000-210
4000-180
• O
car height height UF GF
370 170 170 ,
-1M11111.1111
car height
, height „ UF GF
380 175 175 ,
11
car height UF GF 0
175 200 , height 405
Combination 4200 with 4000 Combination 4100 with 4000
560 (580) .-550 (570)
11
car height GF EG
205 205
(-550 (570) l 560 (580)
height 440
height 330
PRODUCT DATA
trendvarioemoo
2000 kg 1 / 2600 kg.
Loadable up to 2600 kg!
Single parking spaces can also be upgraded to handle heavier loads at a later date!
Dimensions
Tolerances for space requirements -it • Dimensions in cm.
Number of 4- rkin • s • aces
Min. 3 to max. 19 vehicles.
Suitable for
Standard passenger cars: Limousine, station wagon, SUV, van according to clearance and maximal surface load.
, Standard „ Special 0, width 190 cm • t , 190 cm • ,
weight , max. 2000 kg, imax. 2600 kg,
,wheel load, , max. 500 kg, , max. 650 kg,
Clearance profile
160
Tre
ndV
ario
4000 I C
ode
num
ber 5
85.8
4.71
0-00
2 I V
ersio
• Standard type • Special system: maximum load for extra charge. • To follow the minimum finished dimensions, make sure
to consider the tolerances according to VOB, part C (DIN 18330 and 18331) and the DIN 18202.
• Car width for platform width 230 cm. If wider platforms are used it is also possible to park wider cars.
• If height H is larger, vehicles with the maximum height as applicable for the GF can be parked on the UF, otherwise there will be free space available on the ceiling.
• Potential equalization from foundation grounding connection to system (provided by the customer).
• Tolerances for the evenness of the carriageway (floor) must be strictly complied with in accordance with DIN (=German Industrial Standard) No. 18202, chart 3, line 3.
• On the standard version without door, a 10 cm wide yellow-black markings compliant to ISO 3864must be applied by the customer to the edge of the platform in the access area to mark the danger zone in compliance with DIN EN 14 010 (see Width Dimensions on page 2).
• For convenient use of your parking space and due to the fact that the cars keep becoming longer we recommend a pit length of 580 cm.
If sprinklers are required make sure to provide the necessary free spaces during the planning stage.
TrendVario 4000 I Code number 585.84.710-0021 Version 11.2012
Page 2 of 8
Lowering of the platforms: via hold-to-run-device, lifting and shifting of the platforms: automatically.
Columns every second grid unit
- —1-- -r ' RB ' RB ' RB ' RB ' 10
i—(B4) t. B3 B4 r no. of grids x RB + 20
usable platform width , UF GF „ RAO
230 220250 240 230 ' 250 240 '
260 250 ' ,280 560 540 270 260 ,
B3 B4 500 480
260 520 500 270 540 520
290 580 560
(B4) B3 B4 no. of grids x RB + 20
usable platform width OF GF 230 220 240 230 250 240 260 250 270 260
RBI) B3 250 500 260 520 270 540 280 560 290 580
65 480 500 520 540 560
RB 1 RB I RB I RB
10
or
4—(B4) B3 tt B4 no. of grids x RB + 20
usable platform width OF GF 230 220 240 230 250 240 260 250 270 260
RE. B3 250 500 260 520 270, r 540 , 280 560 290 580
Columns eve second grid unit
RB 1 RB 1 RB
10
1 20
Columns every second grid unit
134 480 500 520 540 560
Columns • - r each • lid unit
1 ----1--
t 10 t
RB ' RB RB ;
Columns • er each • rid unit
7-- RB ' RB i RB RB
10
-rr
tI 11) 4-032)
B1 B2-4. no. of grids x RB + 20
usable platform width UF GF RBIll B1 230 220 250 250 240 230 260 260 250 240 270 270 250 260 250 280 280 260 270 260
Columns • - r each grid unit
Not available!
c.) c co 7?
:4, usable platform width ki -..
UF GF , RBI B3 B4 .5 5 0) 230 220 250 500 480 co ›.. II' 3 240 230 260 520 500 0 To
a) (-) 250 240 270 540 520 .5 2 260 250 280 560 L sao -c ----i 270 260 zoo sso soo 0 -§I
Columns per each grid unit
B2 230 240
290 290 270
4—(B4) B3
B4 no. of grids x RB + 20
.es
Without door
4
560 (580) —4 , Type , H H1 H2 4000-160 330 150 210 4000-175 345 165 210 4000-180 370 170 210 4000-185 380 175 210 4000-210 405 200 220 4000-215 440 205 225
Columns per each grid unit
t 10
RB ' RB RB Marking •
-(B2)-41 20
B1 B24 no. of grids x RB + 20
usable platform width UF GF 111391,E11, 230 220 250 250 240 230 250 240 260 250 270 260 , 290 290
Page 1 Section
Diinensions
Cai data
---- -
Page 2 Width dimensions
Page 3
Width dimensions Approach
Free spaces
Page 4
Function Load Olar.
260 260 270 270 280 280
B2 230 240 250 260 270
!Page
Pails
Lowering, lifting and shifting of the platforms: automatically.
Page E,
Electrical !installation
Technical data
!Page 7
To be perloi 'crieil by tho icustomei
Descriptor,
Page 8
Desci linos
Sildin • door behind columns
2513 1
•
0
4— 560 (580) —4 , Type , H H1 H2 4000-160 330 150 210 4000-175 345 165 210 4000-180 370 170 210 4000-185 380 175 210 4000-210 405 200 220 4000-215 440 205 225
Sliding door between columns
4— 560 (580) Type H H1 H2
4000-160 330 , 150 220 , 4000-175 345 165 220 4000-180 370 170 220 4000-185 380 175 220 4000-210 405 200 230 4000-215 440 205 235
Sliding door in front of columns
4— 560 (580) —4
Type , H H1 H2 H3 4000-160 330 150 210 2201 4000-175 345 165 210 220 4000-180 370 L 170 210 220 4000-185 380 175 210 220 4000-210 405 200 220 230 4000-215 440 205 225 235
B1 B2-4 2
no. of grids x RB + 20 a 12 ?„
usable platform width § .c5 co 'IT,
UF GF „ RBI, B1 B2 C.3 230 220 , 250 250 230
1
>.0) os E
i
240 230 260 260 240 3 Tr, 250 240 270 270 250 §,g 260 250 280 280 260 z 270 260 290 290 270 0
, co.
O
For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm. Please consider adjoining grids. Problems may occur if smaller platform widths are used (depending on car type, access and individual driving behaviour and capability).
For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).
H1 = Heigth of the vehicle on ground floor platform.
RB = Grid unit width must strictly conform to dimensions quoted!
12 Marking compliant to ISO 3864 (colors used in this illustration are not ISO 3864 compliant) 13 Only applies to manually operated doors. The electrically driven doors must have 35 cm.
41100 or 4200 or 4300
: ::
I 4000
I
operating device
• H1 = Heigth of the vehicle on ground floor platform.
• RB = Grid unit width must strictly conform to dimensions quoted!
For 3 rows max. 4 grids
4100 or 4200 or 4300
1 4000 1
40100
For 2 rows max. 6 grids
operating device
Page 7
To be perloi-rned by the customer
Description
Page 8
Description
10 RB• RB RB RB Longitudinal free space
Upper floor
Ground floor Entrance level
■ 2(4
Empty space
TrendVario 4000 I Code number 585.84.710-002 I Version 11.2012
Page 3 of 8
Page 1
Section
Dimensions
Cat data
Page 2
Width dimensions
Page 3 Width dimensions Appioach Free spaces
Page 4
Function
Load plan
Page 5
Rails
Page 6
Electrical installation
Technical data
Roll door behind columns
t 120 20 20 i 20 B5 B5—.
no. of grids x RB + 20
roll door , Type , H H1 H2 , height , 4000-160 330 150 210 263
, 4000-175 , 345 165 210 263 4000-180 370 170 210 263 4000-185 380 175 210 263 4000-210 405 200 220 300 4000-215 440 205 225 300
For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm. Please consider adjoining grids. Problems may occur if smaller platform widths are used (depending on car type, access and individual driving behaviour and capability).
For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).
Columns r each grid unit
1545
560 (580) 4
usable platform width UF B5 GF RBO
, 230 220 250 230 240 230 260 240 250 240 270 250 260 250 280 260 270 260 290 270
RB RB RB T
t t 10 '
—IL `8
8 2
•g ›,en co 112 3 — at a gq3
maximum
maximum descending
ascending slope 3 %
slope 5 %
0 The illustrated maximum approach angles must not be exceeded. Incorrect approach angles will cause serious maneouvring & positioning problems on the parking system for which the local agency of KLAUS Multiparking accepts no responsibility.
• RB = Grid unit width must strictly conform to dimensions quoted!