33 Parking Handbook Singapore LTA

8/13/2019 33 Parking Handbook Singapore LTA

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Handbook on VEHICLE PARKING PROVISIONin development proposals

2005 Edition

Development & Building Control DivisionRoads Group


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Handbook on Vehicle Parking Provision in Development Proposals 2005 Edition

PREFACE

The Parking Places (Provision of Parking Places and Parking Spaces) Rulesstipulate the minimum number of parking spaces to be provided for the variousland and building uses, the minimum dimensions of such parking spaces,circulation aisle, access ramps and other details on the arrangement of the

parking place and spaces. It also states the conditions, including payment of money under which the Authority may grant a waiver on the parking provision.

The objective of this handbook is to explain the requirements for provision of parking places and spaces stipulated in the rules and the guidelines made under the rules. Sketches and photographs are used to exemplify some of the parkingrequirements.

The information and materials contained in the handbook are provided asavailable at the time of publication.

2005 Edition


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Handbook on Vehicle Parking Provision in Development Proposals -2005 Edition

Contents Page

Guide to Users of Handbook 4

Chapter 1 Submission Procedure 6

Chapter 2 Policy for Parking Provision 8

Chapter 3 Computation of Minimum Number of Parking 11Spaces Provision

Chapter 4 Parking Layout Arrangement 14

4.1 Car Parking Places4.1.1 Minimum dimensions of parking stalls4.1.2 Minimum Width of Parking Aisle4.1.3 Minimum dimensions of Clearway Ramps

and Accessways4.1.4 Minimum dimensions of adjacent parking

ramps (sloping floor)4.1.5 Minimum headroom4.1.6 Conditions of Parking Provision Arrangement

4.2 Heavy Vehicle Parking Places4.2.1 Minimum dimensions for heavy vehicle

parking

4.3 Motor-cycle Parking Places

4.3.1 Minimum dimension for motor-cycle parkingstall

Chapter 5 Mechanised Parking Systems & Car Lifts 355.1 Mechanised Parking Systems5.2 Provision of Car Lifts in Car Parking Places

Appendices

Appendix A: Parking Provision Standards

Appendix B: Map showing Zone 1

Appendix C: Maps showing Zone 2

Appendix D: Types of developments exempted from deficiencycharge

Appendix E: Map showing the Central Area for the rates of deficiency charge


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Guide to Users of Handbook

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1. Introduction

When designing a parking place, there are two important factors toconsider. The first is that the parking demand must be ascertained and thesecond is that the layout arrangement for the number of parking spaces to

be provided.

Actual number of parking spaces provided in a development should bethe parking demand that the use of the development will likely generate.However, the number should not be lesser than the requirement under theParking Places (Provision of Parking Places and Parking Spaces) Rules.

Heavy vehicle parking is not permitted in residential developments under

the Parking Places (Parking of Heavy Vehicles) Rules.Consultants should design a parking place and its parking spaces to meetthe need of the development. Where necessary, provision in excess of theminimum dimensions for driveways and parking stall size may be made .

The arrangement of a parking place should harmonise with itssurroundings, convenient to users and allows smooth and safe circulationof vehicles.

Mechanised parking systems create more storage space for parking of

cars. Car lifts replace the conventional ramp system for access to the parking place. They can be incorporated in a parking place so long asthey can satisfy the guidelines and environmental need of thedevelopment. Mechanism of the parking system does not come under

jurisdiction of the Authority.

2 Structure of Handbook

Chapter 1 - Submission procedure: This chapter states the submissionrequirements of plans for provision of parking places and spaces.

Chapter 2 Policy for parking provision: It outlines the policy for parking provision, minimum number of parking spaces to provide and thecondition under which a waiver can be granted.

Chapter 3 - Computation of Minimum Number of Parking SpacesProvision: This shows the method adopted to calculate the number of

parking spaces required under the parking provision standards.

Chapter 4 Parking Layout Arrangement: This illustrates theinterpretation of the minimum parking layout dimensions of parking


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spaces, circulation aisle, access ramps and other details on thearrangement.

Chapter 5 - Mechanised parking and car lifts. This provides generalguidelines for provision of mechanised parking systems and car lifts.

3 Definitions

Unless the context otherwise requires:

Authority: means the Land Transport Authority (LTA);

Competent Authority: means the Competent Authority appointed under the Planning Act;

QP: means a person who is registered as:a) an architect under the Architects Act; or

b) a professional engineer under the Professional

Engineers Actand holds valid practicing certificate.

4 All dimensions shown in this handbook are in mm unless otherwisestated.


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Chapter 1

Submission Procedure

Quick preview

Parking Places (Provision of Parking Places and Parking Spaces) Rules requiredevelopers to submit plans for provision of parking places and parking spaces toLTA immediately upon obtaining approval from the Competent Authority for the

proposed development.

1.1 When to Submit

After obtaining approval from the Competent Authority (URA), the plansfor provision of parking places and spaces are to be submitted to LTA for

approval.

1.2 Submission Forms

Form LTA/VP-bpFor the following types of developments, the plans for provision of

parking places and spaces are to be submitted accompanying dulycompleted Form LTA/VP-bp.

1.2.1 Residential developments with indoor parking provision;1.2.2 Commercial developments with indoor parking provision and

1.2.3 Mixed Commercial and Residential developments with indoor parking provision.

Sub-division of land/building proposal is to be submitted on FormLTA/VP-bp. A certification/ undertaking that the parking place andspaces have been/will be completed at Temporary Occupation Permitstage is to accompany the submission. Where strata parking spaces areinvolved, a plan of the parking provision must be submitted to show therequired parking spaces.

Form LTA/VP-lodgement

All other development proposals are to be lodged on Form LTA/VP-lodgement. For such submissions, the qualified person (QP) is required to prepare the vehicle parking plans and declare compliance with theParking Places (Provision of Parking Places and Parking Spaces) Ruleswhen he lodges the parking plans with LTA. The vehicle parking plan isdeemed approved upon lodgement of the plans. LTA will issue anacknowledgement to the QP for the lodgement of the plans.


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Form LTA/VP-cscUpon completion of the parking place and spaces, to obtain CSCclearance for Vehicle Parking please complete and submit FormLTA/VP-csc. For proposal with open surface parking spaces, photographsverifying completion of the parking spaces are to accompany thesubmission.

Form LTA/VP-waiverThe parking places and spaces provided shall comply with fullrequirements of with the Parking Places (Provision of the parking Placesand Parking Spaces) Rules. If the development is unable to comply withfull requirements of the rules, please consult or ask the department for waiver /modification on the provision prior to submission. Submission for waiver/modification is to be made on Form LTA/VP-waiver.

1.3 The submissions are to comply with CORENET e-submission procedures.

1.4 Processing Fees:

For submission on Form LTA/VP-bp and Form LTA/VP-lodgement, a processing fee must be computed and submitted to LTA.

1.4.1 The rate of processing fee payable for new erection, amendment toapproved plans, additions & alterations and change of use proposalsis $10 per 100 sq m of the gross floor area involved in the proposal.The processing fee shall be rounded off to 2 decimal points and issubject to a minimum of $120. Examples of the rounding off are:

If the processing fee amounts to $342.448, the processing fee payable would be $342.45.



1.4.2 For Regularisation of Parking Layout and Subdivision of land/building proposal, the rate is $70 per application.

1.4.3 Payment by cheque shall be crossed and addressed to LandTransport Authority. GST is not applicable. Only CTS cheque isacceptable.


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Chapter 2

Policy for Parking Provision

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Quick preview

Developments have to provide parking spaces to meet their own parkingdemand. The current parking policy enforces minimum parking provisions ondevelopments. Deficiency charge is imposed on developers who failed to meetthe parking requirement. This chapter outlines the policy and computation on thenumber of parking spaces a development is required to provide.

2.1 Number of parking spaces to provide

The Parking Places (Provision of Parking Places and Parking Spaces)Rules requires developments to provide parking spaces in their developments to serve their own demand. The parking provisionstandards for the various development uses are given in Appendix A .Where a parking standard is not available for a proposed use, the QP mayconsult the Authority on the parking requirement.

Parking requirements are usually based on the gross floor area quantumor the number of units of the development uses. Developers may provide

more parking spaces than the stipulated parking standard to meet thedemand of the development.

Parking provision serving a development must be made concurrent or prior to the completion of the development within the site.

Temporary parking provision cannot be considered as provision to meetthe minimum parking requirement of a permanent development.

Deletion and conversion of existing parking spaces is not permitted if itresults in parking deficiency in the development. That is, after deletion

and conversion, the remaining number of parking spaces must besufficient to meet the minimum requirement of the existing, proposed andapproved development.

Where existing parking spaces serving building/s are temporarilydisplaced for construction work, interim-parking provision in the vicinityof the building/s should be provided.

Use of mechanised parking system to create more storage space for carsand car lifts to replace the conventional ramps are allowed. For new

parking proposals parking lots provided with approved mechanised


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parking systems, would be considered as provision for meeting therequirement under the Parking Places (Provision of Parking Places andParking Spaces) Rules. In existing car parks, if additional parking spaces

provision is made with mechanised parking system, any deficiencycharges previously paid would not be refundable. Guidelines for

provision of mechanised parking system and car lifts are given inChapter5.

2.2 Range-based Car Parking Standards

The rules stipulate a range-based car parking standard for non-residentialdevelopments island-wide and residential developments in Zones 1 and 2with an allowance for a lower level of provision of up to 20% below thestipulated standard. This allowance in car parking provision is notapplicable to public housing.

Residential developments that provide car parking spaces lesser than thenumber of dwelling units will have to inform buyers of the parking

situation in their Sales & Purchase Agreement.

2.3 Zonal Car Parking Standards

Zonal car parking requirements are stipulated for commercial and major entertainment uses. For this purpose, Singapore island is divided intothree (3) zones. Zone 1 comprises of the city (Restricted Zone) and theMarina Bay. Zone 2 refers to the areas in close proximity of rapid transitsystem (RTS) stations outside Zone 1. The rest of the island forms Zone3. The maps showing the Zone l and 2 are given in Appendix B and C respectively.

2.4 Deficiency charge for non-parking provision

If a QP is unable to provide the required number of parking spaces in adevelopment, he should consult LTA for waiver on the provision prior tosubmission of the proposed development to the Competent Authority for approval. Where site constraints make it physically impossible to makefull provision, LTA may waive provision for the number of deficient

parking spaces. Unless exempted under the rules (see Appendix D for thetypes of developments exempted), deficiency charge is required in lieu of the deficient number of parking spaces waived by LTA.

Where temporary written permission is granted by the CompetentAuthority, the deficiency charge payable for non-provision of therequired parking spaces is 20% of the full charge for each year or partthereof of the written permission.

The rates of deficiency charge for non-provision of the minimumrequired number of parking spaces are given in Table 1 .


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Table 1: Rates of Deficiency Charge

Location of Development Proposal Rate of Deficiency Charge

i) Within Central Area(refer to Appendix E for map of

Central Area)

$32,000.00 per deficient car parking space.

ii) Outside the Central Area $16,000.00 per deficient car parking space.

iii) Whole of Singapore $40,000.00 per deficient lorry, loading/unloading or coach space.


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3.3 For Change of Use proposal, the difference in parking requirements of the proposed use and the original approved use of the development gives theadditional number of parking spaces to be provided. Refer to sample car

parking computation for a change of use proposal in Table 3.

Table 3: Sample Car Parking Computation for a Change Of Use

Proposal.

Number of car spacesrequiredUsage

Gross Floor areain sq.m Car Parking Standard

Required +MinimumAllowableProvision

OriginalUse

Shop 468.80Zone 3:1 car space/150 sq.m 3

(3.12)(a) Requirement of the existing original use 3

ProposedUse

EatingHouse

468.80 1 car space/150 sq.m(for 1 st 150 sq m)

1 car space/50 sq.m(after 1 st 150 sq m)

7(1+6.37

= 7.37 )

(b) Requirement of the new use 7

Additional Requirement for the Change of use 4(b) (a)

3

+ Non-residential developments and residential developments in Zones 1 and 2 are allowed to provide up to20% below the car parking requirement. This allowance is not applicable to public housing, lorry, loading/unloading and coach parking requirements.

3.4 Development in a gazetted conservation area need not comply with the parking provision if the development is to be fully restored according toURA conservation requirements. Clearance for parking provision from

LTA is not required for a fully conservation building.

However, the following types of conservation developments would berequired to make provision for parking:

i) New development within URA's envelope control site andii) Extension of conserved buildings.

The number of parking spaces to provide shall be in accordance with the parking standards in Appendix A . Non-residential developments andresidential developments in Zones 1 and 2 are allowed to provide up to20% below the car parking requirement. This allowance is not applicable

to lorry, loading/ unloading and coach parking requirements.

New developments are required to comply with the parking provision for the whole development within the site. For conserved buildings with rear extension that comply with URA conservation requirements, theconserved portion of the building is exempted from parking provision.However, the extension is subject to normal parking requirements. Asample computation of the car parking requirement for a conserved

building with rear extension is illustrated in Table 4.


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Table 4: Sample Computation for car parking requirement of a conserved building with rear extension.

Number of car spaces requiredUsage

Gross Floor areain sq.m

Car ParkingStandard

Required +MinimumAllowableProvision

Proposeddevelopment(WholeDevelopment)

Eating 258.90 1 car space/150 sq.m(for 1 st 150 sq m)1 car space/50 sq.m(after 1 st 150 sq m)

3(3.17)

Office 650.80 Zone 2:1 car space/250 sq.m

3(2.60)

(a) Requirement of the whole development 6

Conserved portion

Eating 129.80 1 car space/150 sq.m(for 1 st 150 sq m)1 car space/50 sq.m(after 1 st 150 sq m)

1(0.86)

Office 162.50 Zone 2: car space/250 sq.m

1( 0..65)

(b) Requirement of the Conserved Portion 2

(c) Requirement of the Rear Extension (a) (b) = 4 3

+ Non-residential developments and residential developments in Zones 1 and 2 are allowed to provide up to20% below the car parking requirement. This allowance is not applicable to public housing, lorry,loading/ unloading and coach parking requirements.

REAR CONSERVED PORTION EXTENSION


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Chapter 4

Parking Layout Arrangement

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Quick preview

The rules stipulate the minimum parking layout dimensions for the car, heavyvehicle and motor-cycle parking places.

4.1 Car Parking Places

4.1.1 Minimum dimensions of parking stalls

A Parking Stall refers to the space for parking of one motor car,that is, a car parking lot. The space of the stall should berectangular. The longer side is known as length and the shorter sideis the width. In parallel parking, the longer side is parallel to the

parking aisle or driveway .

The minimum dimensions required of a car parking stall are asfollows:Stall width: 2400Stall length: 4800

Stall length for parallel parking: 5400 (Diagram C-1)

The area of each stall shall be flat and free from kerbs and other encumbrances.

2 4 0 0

5 4 0 0

2400PARKING AISLEor DRIVE WAY

STALL

P A R A L L E L P A R K I N G

A N G L E D

P A R K I N G

4800

Diagram C-1: Minimum Dimensions of Car Parking Stalls


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For angled parking, where a stall is adjacent to an obstructionlocated within the middle 2800 of the parking length, the minimumstall width shall be 2700 if obstruction is on one side and 3000 if obstruction is on both sides. (Diagram C-2 and C-3) Obstructionsrefer to any large element such as column, wall or duct, 175 or moreabove floor level.

AISLE

2 8 0 0

OBSTRUCTION FREE ZONE

3000 2700 2400

4 8 0 0

24002400

Stall A : without obstruction within OBSTRUCTION FREE ZONEStall B : with obstruction within OBSTRUCTION FREE ZONE on both sidesStall C : with obstruction within OBSTRUCTION FREE ZONE on one side

Diagram C-2: Parking stalls with adjacent obstructions (Scenario 1)

FIG. 1: Obstructions adjacent to parking stalls refer to large elements such as wall, column and duct, 175 or more above floor level.


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OBSTRUCTION FREE ZONE 2 8 0 0

4 8 0 0

aisle

ACB

WALL

3000 2700 2400

Stall A : without obstruction within OBSTRUCTION FREE ZONEStall B : with obstruction within OBSTRUCTION FREE ZONE on both sidesStall C : with obstruction within OBSTRUCTION FREE ZONE on one side

Diagram C-3: Parking stalls with adjacent obstructions (Scenario 2)

For parallel parking, where cars cannot be parked by reversing,minimum stall length shall be 7200. (Diagram C-4)

PARKINGPARKING STALLS

PARALLEL PARKING STALLS

AISLE

7200CAN'T PARKBY REVERSING

2 4 0 0

5400

Wall

Wall

Diagram C-4:

Parking stalls that cannot park by reversing


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Diagram C-5: Parking stalls arranged perpendicular to each other

4.1.2 Minimum Width of Parking Aisle

A parking aisle refers to an access lane or driveway with adjacent parking stalls.

Parking angle is the angle measured between the longer side of the parking stall and the line of traffic flow of the aisle.

Traffic Flow refers to the direction of vehicle movement.

The minimum width of parking aisle shall be as follows: (Diagram C-6 to C-10)

One-way Traffic Flow Two-way Traffic Flow Parking Angle Bays on 1 side Bays on 2 sides Bays on 1 or 2 sides

Parallel 3600 3600 6000

30 3600 4200 6300

45 4200 4800 6300

60 4800 4800 6600

90 6000 6000 6600

300 allowancerecommended

For parking spaces arranged perpendicular to each other, a300mm allowance is recommended to be provided in-

between the car spaces (Diagram C-5)

300 300


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.

6 0 0 036003600

T R A F F I C F L O W

Bays on 1 side Bays on 2 sides Two-way traffic flow

One-way traffic flow One-way traffic flow

Diagram C-6: Parallel Parking Aisle

3600 4200

3030

6300

30

30

TRAFFIC FLOW



Diagram C-7:30 0 -Angled Parking Aisle


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630048004200

TRAFFIC FLOW

4 5 4 5 4 5




6600

TRAFFIC FLOW

4800 4800

6 0

6 0





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6600

TRAFFIC FLOW

6000 6000




90 0-angled car parking stalls

Parking Aisle

FIG. 2: Example of a parking aisle and car parking stalls


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4.1.3 Minimum dimensions of Clearway Ramps and Accessways

a) Width of straightclearway ramp and

accessway :

3600 for single-lane;

3000 (per lane) for multi lanes.

(Diagram C-11 to C-12)

b) Width of inside laneof curved clearwayramp and accessway:

4200 for single-lane;

3600m (per lane) for multi lanes(Diagram C-13 - C-18)

c) Width of outside laneof curved clearwayramp and accessway:

-4200 for single-lane

3300 (per lane) for multi lanes(Diagram C-13 - C-18)

d) Inside radius of curved clearway rampand accessway:

4500(Diagram C-13 - C-18)

e) Absolute maximumgradient of clearwayramp and accessway:

1:8.3 (12%).

Preferred gradient 1:10 (10%).

(Diagram C-11 & C-19)

Clearway ramps are inclined floors that provide access betweentwo levels. Clearway ramps are ramps that do not have parkingstalls adjacent to them.

Accessway refers to driveway that provides access to the parking place. These do not have parking stalls adjacent to them.

Single-lane is a lane where only one vehicle can pass through atany given time.

Multi-lane is where more than one vehicle can pass through at anygiven time and there is no physical separation/divider between thelanes. Divider may be in the form of kerbs, railings, parapet andwalls.

Inside lane of curve is to the innermost lane, nearest to the centre point of curve.


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Outside lane of curve refers to any lane positioned after theinnermost lane.

Inside radius of lane of curved accessway and driveway is thedistance measured from the inside curve edge to the centre point of the curve.

Maximum gradient is the steepest gradient of ramp measured alongthe centre line of the ramp. Gradient refers to the ratio of theinclination of the ramp (height:length).

PARKING STALLS

A C C E S S W A Y

THIS PART IS AN ACCESSWAY

S T R A I G H T

CLEARWAY ACCESSWAY

INSIDE RADIUS Min. 4.5 m

STRAIGHT

Clearway Ramp1: 8.3 (MAX)

Diagram C-11: Example of Clearway Ramp and Accessway.

N u m b e r o f L a n e d o e s n o t d e p e n d o n t h e d i re c ti o n o f Tr a f fi c f lo w a n d h a s n o p h y s i c a l d iv i d e r.

M o r e th a n o n e L a n e i s c o n s i d e r e d M u l ti L a n eN O T E :

S I N G L E L A N E M U LT I L A N E

3 6 0 0 3 0 0 0 3 0 0 0

Diagram C-12: Example of straight single and multi lanes.


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Min. 3600(single lane, on straight)

FIG. 3: Example of a single, straight lane

3600 min .

Min. 3600 per lane (single-lane on straight)

separated by divider

FIG. 4: Example of single, straight lanes

Min. 3000 per lane(multi-lane on straight,)

no physical divider

FIG. 5: Example of a multi, straight lane


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Min.4.5 M

4 2 0 0

4 2 0 0

Min.4.5 M

4 2 0 0

DIVIDER

is considered as Multi Lane and It doesn't dependMore than one Lane without physical separation

on direction of traffic flow

NOTE:

Inside Single - Lane

I n s i

d e O u t s i

d e

I n s i

d e

Singlelane

Singlelane

Diagram C-13:

Example of curved single and multi lanes

Min. 4200(Single-lane curved driveway)

FIG. 6: Example of a single, curved lane

Min. 4200(single-lane, on curve)

FIG. 7: Example of a single, curved lane


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Min.4.5 M

Min. 4.5 M

DIVIDER DIVIDER

4 2 0 0

4 2 0 0

4 2 0 0

4 2 0 0

I N S I D E

I N S I D E

Diagram. C-14: Example of curved single lane separated by physical divider

Min.4.5 M

Min.4.5 M

3 6 0 0

3 3 0 0

3 3 0 0

3 3 0 0

I n s i

d e

O u t s i

d e l a n e sDIVIDER

3 6 0 0

3 3 0 0

3 3 0 0

3 3 0 0DIVIDER

Number of Lane does not depend on the direction of Traffic flowMore than one Lane is considered Multi Lane

NOTE:

I n s i

d e o u

t s i d e l a n e s

Min.4. 5 M

Min.4.5 M

Diagram C-15: Example of curved multi-lane separated by physical divider

O u t s i

d e 4 2 0 0

4.5 MMin.

4 2 0 0

4 2 0 0

I n s i

d e

DIVIDER

is considered as Multi Lane and It doesn't dependMore than one Lane with out physical separation

Outside Single - Lane

on direction of traffic flow

NOTE:

DIVIDER

O u t s i

d e

3 3 0 0

3 6 0 0

Min.4.5 M

I n s i

d e

4 2 0 0

Diagram C-16: Example of curved outside single- lane separated by physical divider.


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4500 3600 clear 3300 clear

(inner radius) (inner lane) (outer lane) r

No physical divider

Diagram C-17: Example of a U-turn (curved 2-lane ram ).

4500 4200 clear 4200 clear (inner radius) (inner lane) (outer lane)

Physical Divider

Diagram C-18: Example of a U-turn (curved single-lane ram , separated by a divider).


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FIG.8: Example of single, curved lanes

FIG.9: Example of single curved lanes

Min. 4200(Single curved lane)

Min. 4200 (Single, inner curved lane)

Min.4500 (inner radius of curve)

Separated by wall

Min. 4200 Min. 4200 Min. 4500(Single, outer lane) (Single, inner lane) (Inner radius

of curve)

wall/kerbdivider


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PARKING STALLS

A d e q u a t e

t r a n s i

t i o n

INSIDE RADIUS Min. 4.5 M

M ARP

Clearway Ramp1: 8.3 (max)at centre of path

TRANSITION POINT TO BE BEYOND THIS POINT(tangent point of curve)

Diagram C-19: Example of gradient of clearway rampThe slope (gradient) of the curved ramp shall be that of the centre line of its path.

Tangent line

Tangent line

Where a curve ramp/driveway meets a straight ramp/driveway, theoint must be extended beyond the tangent point of the curve.


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4.1.4 Minimum dimensions of adjacent parking ramps(sloping floor) (Diagram C-20)

a) Width of parking ramp: Same as for parking aisle in paragraph 2.1.2 .

(Diagram C-6 to C-10)

b) Inside radius of curvedramp:

4.5m.

c) Absolute maximumgradient of parking ramp

1: 20 (5%).Preferred gradient, 1:25 (4%).

Parking ramps are inclined floors that provide access to adjacent parking stalls. These are sloping aisles with parking stalls adjacent tothem.

TRAFFIC

INSIDE RADIUS Min. 4.5

PARKING

ADJACENT PARKING RAMPS

Max. 1: 20 (5%).Preferred gradient, 1:25 (4%).

Diagram C-20: Example of a parking rampThe slope (gradient) of the curved ramp shall that of the centre of its path.


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4.1.5 Minimum headroom (Diagram C-21)

Height clearance from floor level to underside of ceiling shall be of minimum 2400.

Height clearance from floor level to underside of beams, directionsigns, sprinkler heads, electrical fittings and other similar

projections from the ceiling shall be minimum 2200.

2 2 0 0

2 4 0 0

IMAGINARY LINE OF HEADROOM

SLAB ABOVE

PARKING STALL

Diagram C-21:

Minimum headroom clearance

Minimum 2200

FIG.10: Example of minimum headroom clearance


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4.1.6 Conditions of Parking Provision Arrangement (Diagram C-22)

The parking stalls, width of aisles and ramps must be free fromkerbs and other encumbrances.

Adequate transition of ramp grades at floor levels shall be provided. This can be satisfactorily achieved by the provisionof a straight slope 3.0 m to 3.6 m long at half the grade of theramps.

The slope of a curved ramp shall be that of the centre line of its path.

PARKING STALLS

C L E A R W A Y

A C C E S S W A Y

S T R A I G H T

1:163000 - 3600

INSIDE RADIUS Min. 4.5 M

M ARP

Clearway Ramp

1: 8.3 (max)at centre of path

ADEQUATE TRANSITION

Diagram C-22

FIG. 11: Example of a parking stall encumbered by kerbs


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4.2 Heavy Vehicle Parking Provision

Heavy vehicles include lorries, trailers, containers, coaches and other similar commercial vehicles. They are categorised into three groups.

a) Rigid -framed vehicles of length < 7.5m

b) Rigid -framed vehicles of length > 7.5mc) Articulated vehicles (eg. prime movers, 20',40' & 45' trailers)

4.2.1 Minimum Dimensions for heavy vehicle parking (Diagram H-1 to H-3)

ItemsRigid -framed

vehicles of length < 7.5m

Rigid -framedvehicles of

length > 7.5m

Articulated vehicles(eg. prime movers,

20',40' & 45' trailers)

a) Dimensions of parking stall:

- Parallel parking- Angled parking 9.3m x 3.0m7.5m x 3.0m 14.0m x 3.3m12.0m x 3.3m 19.0m x 3.3m14.0m x 3.3m

b) Width of parkingaisle:- Parallel parking- 300-parking- 450-parking- 600-parking- 900-parking

1-Wayflow

3.6m3.6m5.0m6.5m9.0m

2-Wayflow

7.4m7.4m7.4m7.4m9.0m

1-Wayflow

4.5m4.5m5.5m7.0m

11.0m

2-Wayflow

7.4m7.4m7.4m7.4m

11.0m

1-Way flow

4.5m7.0m9.5m

11.0m12.0m

2-Wayflow

7.4m7.4m9.5m

11.0m12.0m

c) Width of clearway Accessway (per lane)

- On Straight

- On Curve

1-way traffic flow:4.5m


5.5m



7.5m



9.0m(6.0m for 20' trailer)

d) Inside turningradius of curve

6.0m 6.0m 6.0m

e) Maximum gradientof ramp:- Straight ramp- Curved ramp

1:121:15

1:121:15

1:151:20

f) Headroomclearance

4.2m 4.2m(exclude double -

decker)

4.5m(4.75m at ramps)


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A A

3030

A

30

30

TRAFFIC FLOW

Diagram H-1 Example of a 30 0 parking. (A) refers to the width of the parking aisle. Parking aisle is a driveway with parking stalls adjacent to it.

E E ESingle lane Multi-laneno centre divider

Diagram H-2 Example of clearway accessway (E) refers to the width of the accessway.Clearway accessway is a driveway with no parking stalls adjacent it

Diagram H-3Headroom clearance for articulated heavy vehicles(eg. prime movers, 20',40' & 45' trailers)

On flat:Minimum 4500

On ramp:Minimum 4750


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4.3 Motor-cycle Parking Provision

4.3.1 Minimum dimensions of motor-cycle parking stall: 800 x 2400

Preferred dimensions of motor-cycle parking stall: 1000 x 2500

Motor-cycle parking stalls can be provided at corners or any availablespace within the parking place. They should not obstruct movement of other vehicles and pedestrians.

FIG. M-1 Example of motor-cycle provision

FIG.12: Example of motor-cycle stalls

2400

800

Parking Aisle

Motor-cycle stalls

2400

800


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Chapter 5

Mechanised Parking Systems & Car Lifts

______________________________________________________

Quick preview

This chapter explains the guidelines for provision mechanised parking system and car lifts in car parking places. The guidelines are general in nature. Each parking proposalwould be evaluated on its merit.

5.1 Mechanised Parking Systems

5.1.1 General

Where a site is restricted such that a conventional type of parkingspaces is not technically feasible because of inadequate space for rampsystem or a proper designed parking layout, mechanised parkingsystem could be considered. Mechanised parking systems can be

broadly categorised under two groups:

a. Lateral Displacement Systems and b. Vertical Systems.

In the lateral displacement system, cars are parked on moveable platforms that move automatically along guide rails laid flat on thefloor to make passageway for unimpeded access and driving away.

In the vertical system, cars are parked on vertical ferries wheel or lifted vertically and positioned into lots. Such system allows cars to be

parked and retrieved automatically.

For new parking proposals, parking lots provided with approvedmechanised parking systems would be considered as provision for meeting the requirement under the Parking Places (Provision of Parking Places and Parking Spaces) Rules.

In existing car parks, if additional parking spaces were provided withmechanised parking system, any deficiency charges previously paidwould not be refundable.

Some examples of mechanised parking systems are given inFIG.13 to 16.


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FIG.13: Vertical Parking (stack systems)

FIG.14: Lateral Displacement System

FIG. 16: More sophiscated system involving vertical and lateral parking.

FIG.15: Vertical Parking (Tower System)


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5.1.2 Guidelines for mechanised parking places

Guidelines are general in nature. Notwithstanding the guidelines,each parking proposal should be evaluated on its merit.

These guidelines deal with the car parking provision and layout

aspect and the applicant is required to get the clearance or approvalon other operational aspects of the system, such as fire system,security etc. from the relevant authorities. The mechanism of thesystem does not come under the jurisdiction of the Authority.

Special conditions for lateral displacement system

Geometric

a. Minimum head distance: 5.0m (Diagram MS-1)

b. Minimum manoeuvring space (sideways): 3.0m (Diagram MS-2)c. Minimum manoeuvring space (lengthways)

for parallel parking: 7.2m(Diagram MS- 3)

d. Minimum clear driveway width (after installation)- One way traffic: 3.6m- Two way traffic: 6.0m

e. Parking spaces not on platform should comply with theParking Places (Provision of Parking Places and ParkingSpaces) Rules.

Platform

a. Platform should be able to accommodate the cars using the parking place.

b. Parking platforms may be installed in individual or double platforms. When arranged in parallel to driveways, the platform should have slope on all four sided so that thevehicles can drive over them in all directions. (DiagramMS- 3)

Guiderail

a. Guiderail should not protrude beyond 20mm from finishedfloor level.


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Queuing space

a. At the ingress, minimum queuing length should be 5% of the total number of parking spaces proposed. (DiagramMS-4, 5 & 6)

b. Clearway access ramp up to the parking lot may be treated

as a queuing space. (Diagram MS 4)

c. Entire queuing space shall preferably be within the premises of the development and not spill onto publicstreet. If the queuing spaces are permitted to spill-over onto a public service road, it should not extend beyond the

boundary of the adjacent lot (Diagram MS- 5). The queueshould not impact the traffic flow along the service road.

Special conditions for Vertical Systems

Geometric

a. Minimum internal dimension of cage or platform: 2.6m x 6.2m

b. Minimum load: 2600 kg

c. At the ingress, a holding bay of at least one car space infront of each car-lift should be provided. Such holding baysmust be within the premises of the development. (DiagramMS- 6)

d. At the egress (where it is separate from ingress), aminimum of one car length holding space should be provided, which must be within the premises of thedevelopment. (Diagram MS- 7)

Queuing space

a. At the ingress, minimum queuing length should be 5% of the total number of parking spaces proposed.(Diagram MS-5 & 6)

b. Entire queuing space should preferably be within the premises of the development and not spill onto publicstreet. If the queuing spaces are permitted to spill-over on toa public service road, it should not extend beyond the

boundary of the adjacent lot (Diagram MS-5 & 6). Thequeue should not impact the traffic flow along the serviceroad.


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Diagram MS-1: Minimum Head Distance. Minimum Manoeuvring Space (Length-Ways)

Diagram MS-2 : Minimum Manoeuvring Space (Side-Ways)

5.0m MINIMUM HEAD DISTANCE

MINIMUM MANOEUVERING SPACE 7.2m (LENGTH-WAYS)

MINIMUM MANOEUVRINGSPACE (SIDE-WAYS) 3.0m

SLOPE

SLOPE

SLOPE

SLOPE


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Diagram MS3:- Platform with Slope On All Sides

Diagram MS-4 : Queuing Space (Lateral Displacement System)

FIG. MS-5: Queueing Space (Lateral Displacement System)

Situation: Ingress/egress from/to m ajor/minor road,queuing space entirely within the access drivewa

PERMISSIBLE QUEUEING SPACE


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FIG. MS-6:- Queueing Space (Lateral Displacement System)

Situation: Ingress/egress from/to public service road, queuingspace within public service road if permitted mustnot extend beyond subject lot boundary

Situation: Ingress/egress from/to public service road,queuing space if permitted must not extendbeyond the subject site boundary.Loading/unloading position of minimum onecar space for each lift must be provided withinthe subject development.


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FIG. MS-7: Queueing Space (Vertical System)

FIG.MS-8: Queuing Space (Vertical System)

5.2 Provision of Car Lifts in Car Parking Places

5.2.1 General

Car lifts replace the access ramps for vertical transportation of carsto the parking floors. All the other requirements pertaining to the

parking design remain the same as the conventional parking placesand spaces. Mechanism of the system does not come under

jurisdiction of the Authority.

5.2.2 Guidelines for provision of car lifts in car parking places

Maximum number of parking spaces to be served by car-lifts

should not exceed 200.

Car Lifts shall comply with the following:

a. Minimum internal dimension : 2600mm x 6200mm

b. Minimum Load : 2600kg

Situation: Ingress from public service road and egress to major road,queuing space within public service road if permitted must

not extend beyond subject boundary.Separate loading/unloading positions. Unloading positionof minimum one car space of the egress for each lift.


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c. Minimum Speed : 30m/min

d. Maximum Rise : 18m (about five storeys)

e. Lift Openings : Both front and rear

f. Minimum discharge capacity : 30 vehicles/hour

Ratio of car Lifts to Parking Capacity

a. One car-lift for every 50 parking spaces.

b. Minimum provision : 2 lifts

Queuing Space and Loading/Unloading

a. At the ingress, minimum queuing length should be 15% of

the parking spaces proposed.

b. Entire queuing space should preferably be within the premises of the development. If the queuing spacesspill-over on to a public service road, it should notextend beyond the boundary of the adjacent lot (FIG.CL-1 & 2). The queue should not impact the traffic flowalong the service road.

c. All cars wishing to gain access from the main road to thecar-lifts should preferably be channelled through one

access road only. (FIG. CL-3 & 4).

d. At the ingress, a holding bay of at least one car space infront of each car-lift should be provided. Such holding baysmust be within the premises of the development. (FIG. CL-1).

e. At the egress (where it is separate from ingress), aminimum of one car length holding space should be

provided, which must be within the premises of thedevelopment. (FIG. CL-2).


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FIG. CL-1: Queuing spaces and loaing/unloading (Scenario1)

FIG. CL-2: Queuing spaces and loaing/unloading(Scenario 2)

Situation: Ingress from public service road and egress to major road, queuing space within public service road if permittedmust not extend beyond subject boundary.Separate loading/unloading positions. Unloading positionof minimum one car space of the egress for each lift

Situation: Ingress/egress from/to public service road, queuing space if permitted must not extend beyond subject boundary.Loading/unloading positions of minimum one car space for eachlift must be provided within development


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FIG.CL-3: Queuing spaces and loaing/unloading(Scenario 3)

FIG.CL-4: Queuing spaces and loaing/unloading(Scenario 4)

Situation: Ingress/egress from/to major/minor road and access tocar-lifts channelled through internal access driveway,queuing space must be within internal access driveway.Loading/unloading position of one car space for each car lift.

Situation: Ingress/egress from/to major road, queuing spaceand access to car lifts must be entirely withininternal access driveway.Loading/unloading positions to be provided for eachcar lift.


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APPENDICES

Appendix A: Parking Provision Standards

Appendix B: Map showing Zone 1

Appendix C: Maps showing Zone 2

Appendix D: Types of developments exempted from

payment of deficiency charge.

Appendix E: Map showing Central Area for rates of deficiency charge.


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APPENDIX A

Parking Provision Standards

Non-residential developments and residential developments in Zones 1 and 2 are allowed to provide up to 20% below the car parking requirement. This allowance is not applicable to public housing, lorry, loading/ unloadingand coach parking requirements.

Use Categories Parking Provision Standards(based on unit or gross floor area)1.0 Residential

Flats, non-flats, Service Apartments and home-office

2.0 Commercial(a) Offices

(b) Shops and departmentalstore (retail use)

(c) Restaurants, nightclub,coffeehouse, bar, cafeteria,eating house and canteen.

(d) Hotels and residential clubs(include restaurants,nightclubs, coffee houses,bars, cafeteria, function/convention rooms andadministration andsupporting areas of thehotel)

2.0 Cinema, theatre and concerthall

3.0 Warehouse/godown

4.0 Factory(a) Factory includes office, up to25% of total floor area, canteen

and ancillary storage(i) Flatted Type

(ii)Terrace Type

1 car space per 1 residential unit.

Zone 1: 1 car space per 450 sq.m.Zone 2: 1 car space per 250 sq.m.Zone 3: 1 car space per 200 sq.m. All Zones: 1 loading/unloading space per 10,000 sq.m (Up to 50,000 sq.m.)

Zone 1: 1 car space per 400 sq.m.Zone 2: 1 car space per 200 sq.m.Zone 3: 1 car space per 150 sq.m. All Zones: 1 loading/unloading space per 4,000 sq.m

For 1st 150 sq.m:- All Zones: 1 car space per 150 sq.mExceeding 1st 150 sq.m:-Zone 1 & 2: 1 car space per 60 sq.mZone 3: 1 car space per 50 sq.m

Zone 1 & 2: 1 car space per 250 sq.mZone 3: 1 car space per 200 sq.m All zones: 1 loading/unloading space per 8,000 sq.m. For hotel, 1 coach space per 90 guest rooms

Zone 1 & 2: 1 car space per 12 seatsZone 3: 1 car space per 10 seats

1 lorry/loading & unloading space per 800 sq.m.

1 car space per 350 sq.m1 lorry/loading & unloading space per 3,000 sq.m.

For 1st 800 sq.m: 1 car space per 300 sq.m. After 1st 800 sq.m: 1 car space per 350 sq.m.(subject to minimum 1 car space per unit of factory)1 lorry/loading & unloading space per 1,500 sq.m.


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(iii)Detached Type

(b) Office (in excess25% of total floor area)

1 car space per 600 sq.m(subject to minimum 1 car space per factory)1 lorry/loading & unloading space per 1,500 sq.m. ( up to 13,500 sq.m)

1 car space per 200 sq.m

5.0 Educational Institutions

51 Creche, NurserySchool/Kindergarten

1 car park per 200m2 (Gross)

5.2 Primary Schools 1 car park per 3 classroomsPlus 20% of standard requirementPlus 4 numbers mini buses

Classrooms exclude ECA rooms. Ancillary facilities such asassembly hall, canteen, sports andrecreational facilities, etc are alsoexcluded.

5.3 Secondary Schools 1 car park per 2 classrooms (for classrooms)1 car park per 300 m2 (Gross) (for workshops)Plus 20% of standard requirementPlus 4 numbers mini buses

Classrooms exclude ECA rooms,tutorial rooms and science labs. Ancillary facilities such asassembly hall, canteen, sports andrecreational facilities, etc are alsoexcluded.

5.4 Junior Colleges 1 car park per 30 day-time staff and studentpopulation

5.5 Vocational Institutions 1 car park per 30 day-time staff and studentpopulation OR1 car park per 20 night-time staff andstudent population

)) Whichever is greater ))

5.6 Polytechnics & Universities 1 car park per 20 staff and studentpopulation

Using the higher of the day-timeand night-time staff and student

population

5.7 Library 1 car park 200 m2

6.0 Cultural and Social WelfareInstitutions

6.1 Community Centres (a) If located within a residential estateand fronting access roads a nominalof 3 to 4 car parks be made.

(b) if away from residential development 1 car park per 200 m2

6.2 Welfare Houses 1 car park per 200 m2 Ancillary facilities within thepremises to be used exclusively bythe residents are excluded.

7.0 Religious and RelatedInstitutions

7.1 Churches, Mosques &Temples

(a) For church- 1 car park per 10 seats/ persons


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(b) For other religious places- 1 car park per 50 m2 of praying area

OR As worked out for other uses likeclassrooms, office, etc (all other usesattached to church/Temple)

Main prayer hall is to beconsidered as praying area.Parking requirement takewhichever is greater

7.2 Columbarium 1 car park per 500 niches Parking provision need only whenbuilt away from any related uses or public car parks

7.3 Funeral Parlour &Crematorium

1 hearse and 10 car parks per funeralparlour/crematorium

Parking provision could be reducedif funeral parlour is built close torelated uses or public car parks.

8.0 Recreational Facilities

8.1 Sports Complex (a) Administrative & related uses- 1 car park per 200 m2 (Gross)

(b) Snack/coffee bar, restaurant- 1 car park per 150 m2 for the 1st150m2- 1 car park per 50 m2 exceeding 150m2

(c) Multi-purpose hall with gymnasium,indoor courts, etc 1 car park per 300m2

Parking requirement for other usesnot specified should be consideredon merit.

(d) Indoor games rooms, clubrooms,health clubs and related uses 1 car park per 150 m2 (Gross)

Parking requirement for outdoor facilities to be provided inaccordance with the specifieduses.

(e) Spectators Gallery(If seats specified) 1 car park per 10seats(If no seats specified) 20% of therequirements for facilities to which thegallery is attached.

8.2 Tennis, Squash/ BadmintonCourts, Sepak Takraw

1 car park per court

8.3 Soccer/Basket Ball 4 cars park per field/court

8.4 Bowling Alley 1 car park per lane

8.5 Swimming Pool 1 car park per 40 m2 (Nett) of pool area Wading pool/childrens pool neednot be considered.

8.6 Ice/Roller Skating Rink 1 car park per 50 m2 (Nett) of skating area

8.7 Golf Range 1 car park per Tee


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9.0 Health Institutions

9.1 Clinic/Dispensary 1 car park per 150 m2 (Gross) Additional spaces should beprovided for Ambulances and other office vehicles.

9.2 Nursing Homes 1 car park per 8 beds

9.3 Hospitals (a) First 500 beds 1 car park per 4 beds Additional spaces should beprovided for Ambulances and other office vehicles.

(b) Beyond 500 beds 1 car park per 5beds

10.0 Retirement Housing 1 car space per 200 m2 Ancillary facilities for exclusive useof residents are excluded.

11.0 Eating house within IndustrialEstate

1 car park per 150 m2 for the 1st 150 m21 car park per 50 m2 exceeding 150 m2

12.0 Marina/Boat Sheds12.1 Where small vessels can be

carried to land for storage1 car space per 2 boats

12.2 Where large vessels are tooheavy to be removed fromwater 1 car park per boat

13.0 Electrical Sub-station andrelated use

1 car park per 400 m2 (for first 2000 m2)1 car park per 700 m2 (exceeding 2000 m2)

Where it is unmanned, parkingprovision is not required so long asthere is a driveway within the siteto accommodate service vehicle.

14.0 Fire Station

14.1 Offices/dormitories/Recreation

1 car park per 200 m2 (Gross)

14.2 Squash/Tennis Courts 1 car park per court

15.0 Convention/exhibition 1 car park per 50 m2 (Gross)

16.0 Public Park 12.7 car park per hectare

17.0 Nursery (a) For covered areas (offices, parkingareas etc):

1 parking space per 200 m2 (Gross)

Subject to a minimum provision of 3 parking spaces (1 space for the

operator and 2 spaces for visitors)

(b) For open areas :1 parking space per 650 m2 (Gross)

For sites located within HDBdevelopments where public car parks are available, parkingprovision is not necessary.Wherever possible 1 parking spaceshould be provided within thenursery for the operators use.


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18.0 Foreign WorkersDormitories


19.0 Tourist AttractionDevelopments

(a) 1 coach space per 100 tourists per day

20.0

21.0

22.0

23.0

24.0

25.0

26.0

Off-course betting centre

Petroleum, petrolchemical,chemical and elated industriesonJurong Island

White sites- Non-residential use

- Residential

Boarding Houses and hostelsa) Administration areas and

officesb) Function rooms and

exhibition areasc) Residential rooms

E-businessType 1 and Type 2

Industrial White

Showflat

aa) Car parking to be evaluated separately

1 car space per 10 seats

1 car space per 200 sq.m of office floor area

1 car space per 425 sqm.1 loading/unloading space per 7,000sq.m1 loading/unloading space per 15,000sq.m.

-refer to 'Residential' use category



1 car space per 700 sq.m[The minimum number of car spaces to be

provided is (a)+ (b) or (c) whichever isgreater)

Refer to Office use category

Refer to Factory use category

1 car space per 50 sq m

Applicant to submit relevantinformation:Eg : Daily expected number of

tourists and local visitors- Breakdown of floor area by

use of development- any other information

(up to 50,000 sq.m)(exceeding 50,000 sq.m)

NOTE: Please consult the Development and Building Control Department of LTA for development

use that parking provision standards are not specified.


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APPENDIX B

Refer to next page for map of Zone 1

Zone 1 boundary begins at a point on Nicoll Highway opposite the Peoples Association and proceeds along the North-western edge of Nicoll Highway to the Rochor Road flyover. I t then proceedsalong the South-western edge of Rochor Road and continues along the South-western edge of Rochor Canal Road to the junction of Selegie Road and Rochor Canal Road. It then continues along the South-eastern edge of Selegie Road to the junction of MacKenzie Road and Selegie Road where it then

proceeds along the South-western edge of MacKenzie Road to the junction of MacKenzie Road and theSouth-eastern boundary of Lot TS19-00480K. From here the boundary proceeds along the South-eastern boundary of Lot TS19-00480K to Mount Emily Road. It then proceeds along the North-easternboundary of Mount Emily Road and then continues along the South-western boundary of Lot TS19-00466L to the point where it meets the Eastern boundary of Lot TS19-99960P. It then proceeds along the Eastern boundary of Lot TS19-99960P up to the point where it meets Orchard Road. From here,the boundary proceeds along the Northern edge of Orchard Road to the point where the tunnel of Central Expressway intersects Orchard Road. The boundary then proceeds along the South-westernedge of Central Expressway to its intersection with the junction of Clemenceau Avenue North and Cairnhill Circle. From here, the boundary runs along the Southern edge of Cairnhill Circle until it reaches the Eastern boundary of Lot TS27-00874P. It then proceeds along the Eastern boundary of Lot TS27-00874P and the South-eastern and South-western boundaries of Lot TS27-00601W until it meets

Bideford Road. It then cuts across Bideford Road and runs along the Northern boundary of Lots TS27-00891P, TS27-01093A and TS27-01094K. The boundary then proceeds along the North-easternboundary of Lot TS27-00679P and the Eastern boundary of Lots TS27-00970N and TS27-01011V and cuts across Lot TS27-00720M. From here, the boundary runs along the Southern and Westernboundaries of Lot TS27-00770V until it meets the Northern boundary of Lot TS27-00552N. It then

proceeds along the Northern boundary of Lot TS27-00552N and the Eastern, Northern and North-western boundaries of Lot TS27-00620P until it meets Mount Elizabeth Road. It then follows theSouth-Western edge of Mount Elizabeth until it meets the Northern boundary of Lot TS27-00526W. It then proceeds along the Northern and Western boundaries of Lot TS27-00526W. From here, it turns to

follow the Northern and Western boundaries of Lot TS27-00496L and the Northern and North-westernboundaries of Lot TS27-99905M to a point where it meets Nutmeg Road. The line then runs along theSouth-Western edge of Nutmeg Road until it meets the South-eastern boundary of Lot TS27-00975W. It then proceeds along the South-eastern boundary of TS27-00975W and the Western boundary of Lots

TS27-00619A and TS27-D0023 until it meets Orchard Road. It then runs along the Northern edge of Orchard Road to the point where it meets Scotts Road. From here, the boundary runs along the

Eastern edge of Scotts Road across Orchard Road and along the Eastern edge of Paterson Road to a point where Paterson Road meets Orchard Boulevard. It then runs along the Northern edge of Orchard Boulevard, across Orchard Turn, Orchard Link and Grange Road and along the Northernedge of Devonshire Road, Exeter Road, Eber Road and Oxley Rise, to a point where Oxley Risecrosses Clemenceau Avenue. It then runs along the Eastern edge of Clemenceau Avenue across River Valley Road and continues along the Eastern edge of Clemenceau Avenue across Merchant Road,

Magazine Road, Havelock Road until it meets Upper Cross Street. From here, the boundary runsalong the Southern and Western edges of Upper Cross Street to the junction of Upper Cross Street and

Pearls Hill Road. It then proceeds along the Northern edge of Pearls Hill Road and then along theWestern boundary of Lots TS22-00127L and TS22-00168A until it meets Eu Tong Sen Street. It thenruns along the Western edge of Eu Tong Sen Street to the junction of Eu Tong Sen Street and

Cantonment Road. From here it proceeds along the Eastern edge of Cantonment Road to the junctionof Cantonment Road and Neil Road. Then it proceeds along the Southern edge of Neil Road to a point where Neil Road meets the Eastern boundary of Lot TS23-01022K. It then proceeds along the Easternboundary of Lot TS23-01022K, the Eastern and Southern boundaries of Lot TS23-00354M, to a point where it meets Cantonment Road. It then runs along the Eastern edge of Cantonment Road across Yan

Kit Road, Hoe Chiang Road and Lim Teck Kim Road until it meets Ayer Rajah Expressway. From hereit runs along the Northern edge of Ayer Rajah Expressway and East Coast Parkway until it meets the

projection of Marina Wharf to East Coast Parkway. It then cuts across East Coast Parkway, the sliproad from East Coast Parkway to Prince Edwards Road and Tanjong Pagar Terminal Avenue to runalong the coastline of Marina South and Marina Bay until it meets the Eastern edge of Esplanade

Bridge. It then runs along the Eastern edge of Esplanade Bridge and the coastline of Marina Centreand along the South-eastern edge of Nicoll Highway to a point opposite the Peoples Association.


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APPENDIX C

Refer to the maps in the following pages for the boundary of Zone 2

Zone 2 comprises of all cadastral lots that fall within or touch the circle of radius400m from a Mass Rapid Transit or Light Rail Transit station outside Zone 1. Thecentre of the circle is defined as the geometric centre of the two outermost platformsof the Mass Rapid Transit or Light Rail Transit station.

(The maps are arranged in alphabetical order by the name of the MRT/LRT stations)


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APPENDIX D

Types of developments exempted from payment of deficiency charge

1. Development by non-profit making organisations.

2. Development by religious organisations.

3. Development by charitable organisations.

4. Use of parking spaces or car waxing/polishing in developments with under-utilised parking spaces including developments where there is no surplus

parking provision.

5. Existing parking places affected by requirements of government departments.


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APPENDIX E

Map showing the Central Area for rates of deficiency charge

33 Parking Handbook Singapore LTA

Documents

Transcript of 33 Parking Handbook Singapore LTA