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Document Version: 1.1, 2019

Vehicle Parking Provision In Developments

CHAPTER 1 : PROVISION OF PARKING LOTS

Overview
The Parking Places (Provision of Parking Places and Parking Lots) Rules stipulate the parking provision standards. This chapter illustrates the method adopted for the computation of the required number of parking lots a development should provide.

1.1

Parking Provision

The parking provision standards for the various development uses are given in Appendix A. Parking requirements are usually based on the quantum of the gross floor area or the number of units of the development uses.

Where a parking standard is not available for a proposed use, the QP may carry out his own assessment on the parking requirement and submit it with justification to the Authority for approval. This assessment should include the following information, where relevant:

  • Visitorship / staff strength and mode share;

  • Car / motor-cycle parking occupancy data of existing / similar developments;

  • Parking demand management measures (e.g. parking rates, allocation of parking lots);

  • Plans to improve first-last mile connectivity, travel and parking demand measures (e.g. shuttle bus services, car-pooling programmes, telecommuting initiatives);

  • Explanation of operations and/or operational needs of development

1.2

Zonal Standards

Singapore Island is divided into four (4) zones.

Zone 1 comprises of the city (Restricted Zone) and the Marina Bay.

Zone 2 refers to the areas within 400m radius from Rapid Transit System (RTS) stations outside Zone 1.

Zone 3 is the rest of the island, excluding Zones 1, 2 & 4.

Zone 4 refers to car-lite precincts.

The boundaries of Zones 1, 2 and 4 can be found in OneMap.

1.3

Car Parking

The Rules allow for a range-based parking provision for developments island-wide. Developers may propose a parking provision within the lower-bound and upper-bound, without the need for additional approval from the Authority.

Residential developments that provide fewer car parking lots than the number of dwelling units will have to inform buyers of the parking situation upfront in the Option to Purchase and Sales & Purchase Agreement.

1.4

Motor-Cycle Parking

Developers are required to provide motor-cycle parking lots within their developments to prevent indiscriminate parking of motor-cycles on walkways and carriageways.

Building owners are also encouraged to allow despatch riders to park temporarily at their loading/unloading bays to facilitate delivery by motorcycles.

1.5

Loading Bays, Coach and Other Heavy Vehicle Parking Facilities

There are requirements for loading bays, coach, bus and lorry parking for Office, Retail, Hotel, School, Industrial and Warehouse uses respectively. Designers shall ensure that such facilities are adequately and appropriately provided so that parking of these vehicles do not overspill onto the nearby roads, causing disamenity to the neighbourhood.

Although residential developments are not required to provide loading & unloading bays, designers should incorporate in their design sufficient area within the development to facilitate house moving / delivery by heavy vehicles.

Other than residential developments, if a premise is used for overnight parking of heavy vehicles, the owner is required by law to apply for a licence from LTA. Please visit OneMotoring.

1.6

Bicycle Parking

The Walk Cycle Ride SG vision aims to make walking, cycling and riding public transport the way of life for Singaporeans and a means of enhancing liveability in Singapore. To help realise this vision, developers are required to provide bicycle parking facilities within developments.

1.7

Other Considerations

Parking provision serving a development must be made concurrent or prior to the completion within the site of the development use. Temporary parking provision cannot be considered as provision to meet the lower- bound parking requirement of a permanent development.

Deletion and conversion of existing parking lots is permitted if it does not result in parking deficiency in the development. That is, after deletion and conversion, the remaining number of parking lots must be sufficient to meet the lower-bound requirement.

Prior approval from LTA is required before a developer / building owner carries out any changes to the approved / existing parking layout or provision.

Where existing parking lots serving building(s) are temporarily displaced for construction work, interim-parking provision in the vicinity of the building(s) shall be provided.

The requirement for the number of accessible parking lots provided in accordance with the BCA’s Code on Accessibility in the Built Environment (Accessibility Code) shall be over and above LTA’s minimum parking requirements.

Use of mechanised parking system and car lifts are allowed. Guidelines for provision of mechanised parking system and car lifts are given in Chapter 3.

1.8

Computation for the Number of Parking Lots Required

The parking provision standards in Appendix A shall be used to calculate the number of parking lots to provide. The calculation for the number of parking lots required for the lower and upper bound is to be rounded to the nearest integer. It is important to note that the rounding off is done for each use before adding up to obtain the total requirement for the development. Common areas shared by two or more uses, are computed together with main use of the development. Refer to sample computation of parking requirement in Appendix C.

Developments within car-lite precincts (Zone 4) are intended to cater for a lower level of private car transport usage and will have better support for alternative transport options. For Government Land Sales (GLS) sites within Zone 4, the number of parking lots to be provided will be stipulated in the sale conditions upon the launch of the GLS site. Developers intending to develop land within Zone 4 shall consult LTA on the planned parking provision for the plot.

For Additions & Alterations and/or Extension proposals where the floor area information of the existing development is not available, the computation for additional parking requirement will be based on the increase in floor area of the proposal.

For Change of Use proposals, the difference in parking requirements of the proposed use and the existing approved use of the development gives the additional number of parking lots to be provided. Please refer to sample car parking computation for a change of use proposal in Appendix C.

A fully-restored development in a gazetted conservation area is exempted from parking provision if the development is conserved according to URA conservation requirements. Clearance for parking provision from LTA is not required for a fully-conserved building.

However, new developments in conservation areas are required to comply with the parking provision for the whole development within the site. For conserved buildings with rear or side extension that comply with URA conservation requirements, the conserved portion of the building is exempted from parking provision. However, the extension is subject to normal parking requirements. A sample computation of the car parking requirement for a conserved building with rear extension is illustrated in Appendix C.

Fig 1.1 Conserved building with rear extension
Fig 1.1 Conserved building with rear extension
1.9

Review of Parking Provision

Developers/designers must make effort to comply with the parking standards within the development boundary. LTA has the discretion to review the parking provision for a development, below the lower bound, if it is satisfied that it is technically and physically impossible to make full parking provision. The QP / developer shall also demonstrate that the deficiency would not result in illegal/indiscriminate parking.

For provision of parking lots above the upper bound, the developer must provide justifications for the overprovision. Information such as nature of business, staff population, visitorship, parking / travel demand management measures, traffic & parking impact study, etc. shall be submitted for evaluation.

Application to LTA for review of the parking provision should be made prior to submission of the proposed development to the Competent Authority for approval. QPs are to keep developers informed of any application to review the requirements. To ensure that developer accepts the application, a letter of undertaking according to LTA’s standard format by the developer is to accompany the application.

Please refer to Chapter 5 for submission procedure for application for review of the number of parking lots to be provided.

If the application to review the parking provision is accepted by the Authority, the developer is required to pay a deficiency charge as shown in Table 1.1.

Types of Parking Lots

Deficiency Charge

Car Parking Lots

$16,000 per lot

Motorcycle Parking Lots

$5,500 per lot

Lorry, Loading & Unloading Bay and Coach Parking Lots

$40,000 per lot

Bicycle Parking Lots

$580 per lot

Table 1.1: Rates of Deficiency Charge

Where temporary written permission is granted by the Competent Authority, the deficiency charge payable for non-provision of the required parking lots is 20% of the full charge for each year or part thereof of the written permission up to 5 years.

CHAPTER 2: PARKING LAYOUT DIMENSIONS

Overview

The Parking Places (Provision of Parking Places and Parking Lots) Rules stipulate the minimum parking layout dimensions for cars, heavy vehicles, motor-cycles and bicycles parking places. When designing a parking place, QPs must ensure that all the geometric dimensions are complied with. Where necessary, provision in excess of the minimum dimensions should be made to meet the actual parking needs of the development.

Columns, ducts, services and other items that would affect the standard parking dimensions must be clearly indicated on the plans. These items, in a completed/constructed parking place, must not hinder the minimum dimensions specified in the Rules. QPs should also consider the good practices in Chapter 4 in their design and implementation of the parking place.

Terminology

Definitions

Accessway

refers to a driveway that provides access to the parking place. Accessway do not have adjacent parking lots.

Clearway Ramps

are inclined floors that provide access between two levels. Clearway ramps do not have parking lots adjacent to them.

Inside Lane of Curve

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

Inside Radius of Lane

of curved accessway and driveway is the distance measured from the inside curve edge to the centre point of the curve.

Multi-lane

is where more than one vehicle can pass through at any given time and there is no physical separation/divider, such as kerbs, railings, parapets or walls, between the lanes.

Maximum Gradient

is the steepest gradient of ramp measured along the centre line of the lane.

Outside Lane of Curve

refers to any lane positioned after the innermost lane.

Parking Lot

refers to the space for parking of one vehicle. The parking lot should be rectangular, with the longer side known as length and the shorter side is the width. In parallel parking, the longer side is parallel to the parking aisle or driveway.

Parking Aisle

refers to an access lane or driveway with adjacent parking lots.

Parking Angle

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

Parking Ramps

are   inclined floors that provide access to adjacent parking lots. These are sloping aisles with parking lots adjacent to them.

Single-lane

is a lane where only one vehicle can pass through at any given time.

Traffic Flow

refers to the direction of vehicle movement.

2.1

Car Parking Places

2.1.1

Minimum Dimensions of Parking Lots

The minimum dimensions required of a car parking lot are as follows:

Width

2.4m

Length

4.8m

Length for parallel parking

5.4m

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

Fig 2.1.1a Minimum Dimensions of Car Parking Lots
Fig 2.1.1a Minimum Dimensions of Car Parking Lots

Where there is an object or obstruction, adjacent to a lot, located within the middle 2800mm of the parking length, the parking lot shall be widened. If the obstruction is on one side, the minimum lot width shall be 2700mm. If the obstruction is on both sides, then the minimum lot width shall be 3000mm. Any large element above 175mm such as columns, walls or ducts constitutes an obstruction.

Fig 2.1.1b Parking lot obstructed by a wall
Fig 2.1.1b Parking lot obstructed by a wall

Fig 2.1.1c Parking lots with adjacent obstructions
Fig 2.1.1c Parking lots with adjacent obstructions

Lot A: without any obstruction within Obstruction Free Zone

Lot B: with obstruction on both sides

Lot C: with obstruction on one side

For parallel parking, where cars cannot be parked by reversing, minimum lot length must be 7.2 m. Where a lot is adjacent to any obstruction, the minimum lot length must be 6.0 m as shown in Fig 2.1.1d.

Fig 2.1.1d Width of parallel parking lots
Fig 2.1.1d Width of parallel parking lots

Motorists tend not to park their cars completely inside a parking lot. In areas where parking lots are designed perpendicularly to each other, this would restrict the cars from moving off or it becomes impossible for the lot to be occupied. To avoid such undesirable situations, perpendicular parking lots shall have 300mm gaps vertically and horizontally as shown in Fig 2.1.1e and Fig 2.1.1f.

Fig. 2.1.1e Plan showing increase width of perpendicular lots
Fig. 2.1.1e Plan showing increase width of perpendicular lots

Fig. 2.1.1f Increase width of perpendicular lots
Fig. 2.1.1f Increase width of perpendicular lots

Dead-end aisles should be avoided wherever possible, as manoeuvring and parking at those corner-ends would be difficult for drivers. If dead end aisles cannot be avoided, the end-lot shall be widened to 3000mm to facilitate parking.

Fig 2.1.1g Increase width of end-lot
Fig 2.1.1g Increase width of end-lot
2.1.2

Minimum Width of Parking Aisle

The minimum width of parking aisle shall be as follows

Parking Angle

1-way Traffic Flow

2-way Traffic Flow

Bays on 1 side

Bays on 2 sides

Bays on 1 or 2 sides

Parallel

3600mm

3600mm

6000mm

30°

3600mm

4200mm

6300mm

45°

4200mm

4800mm

6300mm

60°

4800mm

4800mm

6600mm

90°

6000mm

6000mm

6600mm

BAYS ON 1 SIDE — 1-WAY TRAFFIC
BAYS ON 1 SIDE — 1-WAY TRAFFIC
BAYS ON 2 SIDES — 1-WAY TRAFFIC
BAYS ON 2 SIDES — 1-WAY TRAFFIC
BAYS ON 2 SIDES — 2-WAY TRAFFIC
BAYS ON 2 SIDES — 2-WAY TRAFFIC
Fig 2.1.2a Extent of parking aisle
Fig 2.1.2a Extent of parking aisle
Fig 2.1.2b Clear width of parking aisle
Fig 2.1.2b Clear width of parking aisle
2.1.3

Minimum Dimensions of Clearway Ramps and Accessways

 

Single-lane

Multi-lanes

Width of straight clearway ramp and accessway

3600mm

3000mm per lane

Width of inside lane of curved

clearway ramp and accessway

4200mm

3600mm per lane

Width of outside lane of curved

clearway ramp and accessway

4200mm

3300mm per lane

Inside radius of curved clearway

ramp and accessway

4500mm

Gradient of clearway ramp and

accessway

1:10 (10%) Preferred

1:8.3 (12%) Maximum

Fig 2.1.3a Example of clearway ramp and accessway
Fig 2.1.3a Example of clearway ramp and accessway
Fig 2.1.3b For multi-lane, the gradient is measured along the centre-line of inner lane
Fig 2.1.3b For multi-lane, the gradient is measured along the centre-line of inner lane
Fig 2.1.3c Example of straight, single & multi-lanes
Fig 2.1.3c Example of straight, single & multi-lanes
Fig 2.1.3d Example of a single, straight lane
Fig 2.1.3d Example of a single, straight lane
Fig 2.1.3e Example of a straight, multi-lane
Fig 2.1.3e Example of a straight, multi-lane
Fig 2.1.3f Example of curved, single & multi-lanes
Fig 2.1.3f Example of curved, single & multi-lanes
Fig 2.1.3g Example of a single, curved lane
Fig 2.1.3g Example of a single, curved lane
Fig 2.1.3h Example of curved, single-lane separated by physical divider
Fig 2.1.3h Example of curved, single-lane separated by physical divider
Fig 2.1.3i Example of curved, multi-lane separated by physical divider
Fig 2.1.3i Example of curved, multi-lane separated by physical divider
Fig 2.1.3j Example of curved, outside single-lane separated by physical divider
Fig 2.1.3j Example of curved, outside single-lane separated by physical divider
Fig 2.1.3k Example of U-turns
Fig 2.1.3k Example of U-turns
Fig 2.1.3l Example of single, curved lanes
Fig 2.1.3l Example of single, curved lanes
Fig 2.1.3m Example of single curved lanes
Fig 2.1.3m Example of single curved lanes

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

Adequate transition of ramp grades at floor levels shall be provided.

Fig 2.1.3n Transition at the start & end of a ramp
Fig 2.1.3n Transition at the start & end of a ramp
2.1.4

Minimum Dimensions of Adjacent Parking Ramps (Sloping Floor)

The gradient of parking ramps shall preferably be 1:25 (4%) and the maximum gradient shall not be steeper than 1:20 (5%).

Fig 2.1.4a Example of a parking ramp
Fig 2.1.4a Example of a parking ramp
2.1.5

Minimum Headroom

The minimum headroom or height clearance from floor level to the underside of any projections including beams, direction signs, sprinkler heads, electrical fittings, etc. shall be 2200mm.

Fig 2.1.5a Minimum headroom clearance
Fig 2.1.5a Minimum headroom clearance
Fig 2.1.5b Example of minimum headroom clearance
Fig 2.1.5b Example of minimum headroom clearance
2.2

Heavy Vehicle Parking Provision

Heavy vehicle parking provision refers to lorry, coach and loading & unloading bays required under the Rules. They are categorised into three groups:

a) Rigid-framed vehicles of length < 7.5m

b) Rigid-framed vehicles of length > 7.5m

c) Articulated vehicles (eg. prime movers, 20',40' & 45' trailers)

2.2.1

Minimum Dimensions for Heavy Vehicle Parking

Items

Rigid-framed vehicles of length < 7.5m

Rigid-framed vehicles of length > 7.5m

Articulated vehicles (eg. prime

movers, 20',40'

& 45' trailers)

a) Parking Lot: Parallel parking Angled parking

 

9.3m x 3.0m

7.5m x 3.0m

 

14.0m x 3.3m 12.0m x 3.3m

 

19.0m x 3.3m 14.0m x 3.3m

b) Width of Parking Aisle:

Parallel parking 30°-parking 45°-parking 60°-parking 90°-parking

1-Way

 

4.5m

4.5m

5.0m

6.5m

9.0m

2-Way

 

7.4m

7.4m

7.4m

7.4m

9.0m

1-Way

 

4.5m

4.5m

5.5m

7.0m

11.0m

2-Way

 

7.4m

7.4m

7.4m

7.4m

11.0m

1-Way

 

4.5m

7.0m

9.5m

11.0m

12.0m

2-Way

 

7.4m

7.4m

9.5m

11.0m

12.0m

c) Width of Accessway: On Straight

1-way 4.5m

2-way 7.4m

1-way 4.5m

2-way 7.4m

1-way 4.5m

2-way 7.4m

On Curve

5.5m per lane

7.5m per lane

9.0m per lane for

40’ & 45’ trailer

 

6.0m per lane for 20' trailer

d) Inner Turning Radius of Curve

6.0m

6.0m

6.0m

e) Maximum Gradient of Ramp: Straight ramp Curved ramp

 

 

 

1:12

1:15

 

 

 

1:12

1:15

 

 

 

1:15

1:20

f)   Headroom Clearance

4.2m

4.2m

4.5m

(4.75m at ramps)

RIGID-FRAMED VEHICLES OF LENGTH < 7.5:

1-WAY TRAFFIC
1-WAY TRAFFIC
2-WAY TRAFFIC
2-WAY TRAFFIC

RIGID-FRAMED VEHICLES OF LENGTH > 7.5M

1-WAY TRAFFIC
1-WAY TRAFFIC
2-WAY TRAFFIC
2-WAY TRAFFIC

ARTICULATED VEHICLES (EG. PRIME MOVERS, 20',40' & 45' TRAILERS)

1-WAY TRAFFIC
1-WAY TRAFFIC
2-WAY TRAFFIC
2-WAY TRAFFIC
Fig 2.2.1a Headroom for clearance articulated heavy vehicles (eg. prime movers, 20', 40' & 45' trailers)
Fig 2.2.1a Headroom for clearance articulated heavy vehicles (eg. prime movers, 20', 40' & 45' trailers)

Heavy vehicles require a wider turning path, unlike cars. Due consideration shall be made to ensure that wider lane shall be provided for the entire curved path before gradually returning to the straight path. An example is shown in Fig 2.30.

Fig 2.2.1b Driveway design for heavy vehicles
Fig 2.2.1b Driveway design for heavy vehicles
2.3

Motor-cycle Parking Provision

 

Minimum

Preferred

Width

800mm

1000mm

Length

2400mm

2500mm

Developers are required to provide motor-cycle parking within their developments. These motor-cycle lots can be provided at corners or any available space within the parking place, preferably isolated from car parking. The lots should not obstruct movement of other vehicles and pedestrians. If provided next to car parking lots, it is recommended that a gap of 500mm be provided between car and motor-cycle lots.

Fig 2.3.1a Preferred dimensions of motor-cycle lots
Fig 2.3.1a Preferred dimensions of motor-cycle lots

Fig 2.3.1b Example of motor-cycle adjacent to car lot
Fig 2.3.1b Example of motor-cycle adjacent to car lot

Fig 2.3.1c Parking aisle for motor-cycle
Fig 2.3.1c Parking aisle for motor-cycle


2.4

Bicycle Parking Provision

Bicycle parking lots shall be ideally located at visible and convenient spots, taking into consideration of any cycling paths in the vicinity. If there are constraints to consolidate all bicycle parking lots in one location, it is acceptable to propose more than one bicycle parking location within a development. There should be, at least, 10 bicycle parking lots within a location.

Bicycle parking lots shall be separated from the car park area, where possible. The route taken for cyclists to reach the bicycle parking lots shall avoid vehicular ramps and driveways.

A bicycle parking rack shall be provided for each bicycle parking lot and anchored to the ground so as to allow cyclists to lock their bicycles with ease. The rack should support the bicycle upright by its frame. Designers should consider high density bicycle parking racks, where possible. Otherwise, designers may follow the common designs of single-tier or double-tier bicycle parking racks.

Providing end-of-trip facilities can improve user experience and promote the use of bicycles. Further details on end-of-trip facilities can be found in the section on Walking & Cycling Plan (WCP) found in the Code of Practice on Street Work Proposals Relating to Development Works.

Fig 2.4a Single-tier bicycle parking layout
Fig 2.4a Single-tier bicycle parking layout
Fig 2.4b Double-tier bicycle parking layout
Fig 2.4b Double-tier bicycle parking layout

CHAPTER 3: MECHANISED PARKING SYSTEMS & CAR LIFTS

Overview

This part explains the guidelines for the provision of mechanised parking system and lifts in parking places. As mechanical systems evolve with time, the guidelines are general in nature. Each parking proposal would be evaluated on its merit.

The Authority does not regulate the mechanism of the parking system and car lifts.

3.1

General

Mechanised parking systems are an innovative solution to provide parking needs. In using mechanised parking systems, typically space used for ramps and driveway is significantly reduced. Designers should take into consideration the user experience in selecting the most appropriate system. Essentially, any mechanised system should provide an acceptable level of comfort and convenience to users.

Mechanised systems should, generally, not cause limitations to the type of cars that can use the system as compared to conventional parking spaces. Developers should make known to purchasers or users upfront about the provision of mechanised parking in a development. All details and specifications of the proposed parking systems are to be stated in the Sales & Purchase Agreement.

Mechanised parking system can be broadly categorised under three groups:

  1. Fully-Automated Systems

  2. Vertical Systems

  3. Puzzle Systems

In fully-automated systems, a car is parked onto a platform in a car lobby. After the driver leaves the car lobby, the platform will transport the car automatically to an empty car storage space that is available within the mechanised parking area.

In vertical systems, cars are parked and then lifted vertically into storage spaces.

In puzzle systems, cars are parked on a platform at ground level. The top layer platforms can move up and down, lower layer platforms can move either left to right or up and down to position car into storage space.

Some examples of mechanised parking systems are given in Figures 3.1a to 3.1d.

Fig 3.1a Entry point of fully-automated system
Fig 3.1a Entry point of fully-automated system
Fig 3.1b Car storage space of a fully-automated system
Fig 3.1b Car storage space of a fully-automated system
Fig 3.1c Stack-type vertical system
Fig 3.1c Stack-type vertical system
Fig 3.1d Puzzle-type system
Fig 3.1d Puzzle-type system
3.2

Guidelines for Mechanised Parking Places

These guidelines deal with the car parking provision and layout aspects. Notwithstanding the guidelines, each mechanised parking proposal shall be evaluated on its own merit. Designers would be required to seek clearances or approvals on other operational aspects of the system, such as fire system, security etc. from other relevant authorities.

3.2.1

Requirements for Fully-Automated Systems

Car lobby internal dimension

6.2m long x 3.0m wide

Entrance width

2.6m clear

Platform size

5.4m long x 2.4m wide

Headroom clearance

2.2m clear

Holding bay

At entrance and exit

Queuing spaces

5% of total car lots

Table 3.2.1 Requirement of Fully-Automated systems

  1. A holding bay in Figure 3.2.1a is required for fully-automated systems that require vehicles to enter or exit from a closed chamber.

    Fig 3.2.1a Holding bay
    Fig 3.2.1a Holding bay
  2. At the ingress, queuing spaces shall be provided. The queue length shall be sufficient to hold 5% of the total number of parking spaces served by the mechanised system.

  3. Clearway access ramp up to the parking lot may be treated as a queuing space.

  4. Entire queuing space should be within the premises of the development as shown in Fig 3.2.1b.

    Fig 3.2.1b Queuing spaces to be within development boundary
    Fig 3.2.1b Queuing spaces to be within development boundary
3.2.2

Requirements for Stack & Puzzle Vertical Systems

Platform size (min)

5.4m long x 2.4m wide

Clear Width at entry/exit (min)

-    2.4m (no obstruction)

-    2.7m (obstruction on one side)

-    3.0m (obstruction on both sides)

Headroom clearance (min)

2.2m clear

Table 3.2.2 Requirements for stack & puzzle parking system

Fig 3.2.2a Critical dimensions for vertical parking system
Fig 3.2.2a Critical dimensions for vertical parking system
Fig 3.2.2b Critical dimensions for puzzle parking system
Fig 3.2.2b Critical dimensions for puzzle parking system
3.3

Provision of Car Lifts in Car Parking Places

Car lifts replace the access ramps for vertical transportation of cars to the parking floors. All the other requirements pertaining to the parking design remain the same as the conventional parking places and lots. mechanism of the system does not come under jurisdiction of the Authority.

3.3.1

Guidelines for Provision of Car Lifts

Car lift internal dimension

6.2m long x 2.6m wide

Entrance width

2.6m clear

Headroom clearance

2.2m clear

Minimum speed

30m/min

Minimum discharge capacity

30 cars/hr

Holding bay

At entrance and exit

Queuing spaces

15% of car lots served by car lift

Table 3.3.1 Requirements for car lifts

Fig 3.3.1a Car lift system
Fig 3.3.1a Car lift system

 

3.3.2

Ratio of car Lifts to Parking Capacity

  1. One car-lift for every 50 parking lots.

  2. Maximum number of parking lots to be served by car-lifts should not exceed 200

  3. Minimum of 2 lifts

3.3.3

Queuing Spaces and Holding Bays

  1. At the ingress, minimum queuing length should be 15% of the parking lots proposed.

  2. Entire queuing space should be within the development boundary.

  3. At the ingress, a holding bay of at least one car lot in front of each car-lift should be provided. Such holding bays must be within the development boundary.

  4. At the egress (where it is separate from ingress), a minimum of one car length holding space should be provided, which must be within the development boundary.

Fig 3.3.1b Queuing spaces and holding bays within development boundary
Fig 3.3.1b Queuing spaces and holding bays within development boundary

CHAPTER 4: GOOD PRACTICES

Overview

This chapter provides some examples of good practices in design and operation of parking places.

In designing a parking place, besides complying with the minimum parking dimensions, it is prudent for the designer to ensure that it is operationally friendly. Such good practices make it easier for motorists to find their way in parking places.

4.1

Vehicle Conflict with Other Users

An important consideration in the design of parking facilities is at the intersection of vehicles, cyclists and pedestrians movements. Separation of these user groups, through the development of special paths or walkways is advantageous. Parking network should be designed to reduce conflict in terms of exposure to risk and the relative speed and vulnerability of different user groups. Pedestrian and cyclists movement should be minimised on circulation roads/driveways since these primarily involve movement of vehicular traffic. It is also important to reduce the flow of vehicles in areas where the flow of pedestrian is high.

Fig 4.1a Provide safe crossing point for pedestrians along driveway
Fig 4.1a Provide safe crossing point for pedestrians along driveway
4.2

Provide Adequate Sight Distance

In the vicinity of driveways, adequate stopping sight distance should be provided. Adequate sight distances such as “clear sight distance triangles” or splay corners for exiting driveways should be provided in order to allow sufficient line of sight for motorists to see approaching pedestrians crossing the driveways and vice versa. No sign, wall or other obstruction should be erected within these clear sight distance triangles. Convex mirrors are also alternative safety measures to be located appropriately at sharp building edges and blind spot areas.

Fig 4.2a Improve visibility at car-park exit
Fig 4.2a Improve visibility at car-park exit
Fig 4.2b Improve visibility where there are walls
Fig 4.2b Improve visibility where there are walls
4.3

Provide Splay Corner at Bend or Turn

In situations where there is a bend or turn, a splay/curve corner should be provided in order to widen the turning manoeuvring space for vehicle to turn smoothly and safely without having to worry so much on accidentally hitting the wall or any obstruction.

Fig 4.3a Splay corner at bend for better manoeuvring space
Fig 4.3a Splay corner at bend for better manoeuvring space
Fig 4.3b Curved at bend for better manoeuvring space
Fig 4.3b Curved at bend for better manoeuvring space
4.4

Avoid Dead-End Aisles

Motorists have difficulty to park their car at the end-parking lot. By providing an additional manoeuvring parking aisle, it improves the manoeuvring space for motorist to park the car. An example of this scenario is shown in Fig 4.4a.

Fig. 4.4a Increase manoeuvring space for end lots
Fig. 4.4a Increase manoeuvring space for end lots
4.5

Increase Space Between Parking Lots and Wall

To avoid vehicle from hitting the wall or protrude into the driveway when parking, we recommend to have a 300mm gap from the car lot and adjacent to the rear wall as shown in Fig 4.5a.

Fig. 4.5a Parking lots with 300mm space to rear wall
Fig. 4.5a Parking lots with 300mm space to rear wall
4.6

Demarcation of Parking Lots

Parking lots should be clearly demarcated within the parking place. The demarcation lines guide drivers to park their vehicle in the centre of the parking lot. Some helpful demarcations of parking lots are shown in Fig 4.6 a and 4.6b.

Fig. 4.6a Various ways to demarcate parking lots and numbering
Fig. 4.6a Various ways to demarcate parking lots and numbering
Fig. 4.6b Demarcation of parking lots using different colour tone and serially numbered
Fig. 4.6b Demarcation of parking lots using different colour tone and serially numbered
4.7

Provide a Continuous Centre Line at Bend/Corner

In a turning situation at bend and corner within a 2-way driveway, drivers need to be guided to remain within their lane. QPs can design for a continuous white line and use appropriate chevron markings to guide drivers as illustrated in Fig. 4.7a.

Fig 4.7a Continuous centre white line at bend of 2-way driveway
Fig 4.7a Continuous centre white line at bend of 2-way driveway
4.8

Provide Clear Information to Motorists

Without clear directions, a driver can be disoriented. Adequate signage and road markings should be provided to guide motorists moving in the parking place. Chevron markings, guiding lines and use of different coloured or textured paving stones can be used to guide driver and vehicle in particular directions.

Direction of travel information should be provided at the entrances and throughout the parking facility. The use of signs can aid in providing information.

Signage for parking places should consist of a system of signs and graphics which will provide motorists with directional information, proper traffic flow and use of parking lots and present a coordinated appearance. Some of the signs are shown below.

Parkingavailabilitysignsattheentranceofcarparksandeachcarparking floor helps drivers to make decisions faster. This, in turn, prevents queuing at the car park entrance.

Fig. 4.8a Parking availability sign
Fig. 4.8a Parking availability sign

No-entry signs at the end of one-way aisles could aid in the reduction on movement in the wrong direction.

Fig. 4.8b No-entry sign
Fig. 4.8b No-entry sign

Directional arrows, markings on the floor surfaces and walls/columns aids motorists to pause and make decisions before moving off.

Fig. 4.8c “Stop” line at junction with clear, directional arrows
Fig. 4.8c “Stop” line at junction with clear, directional arrows

Height clearance signs serve to inform drivers of the presence of height restrictions in a car park. A clearance bar could also be suspended at the entrance, so that any tall vehicle or vehicles with protruding objects can reverse out of the car park.

Fig. 4.8d Example of height clearance bar and height-limit signs
Fig. 4.8d Example of height clearance bar and height-limit signs

Parking rates, operation hours and other restrictions, e.g. wheel clamping for unauthorised parking.

Fig. 4.8e Other useful information signs
Fig. 4.8e Other useful information signs
4.9

Reduce Visual Intrusion/Effect

Navigating in an enclosed space may be challenging for motorists. Designers could plan the choice of surface materials and the detailing of surfaces in enclosed areas. Large expanses of hard surface can be reduced in scale by the meaningful use of lines and areas of different colours and texture. Consideration could be given to the appropriate use of surface materials, lines, textures and colours. Care must be taken in the choice of the walls surrounding and within car parks to not introduce unsafe practice, reducing sight distance in crucial areas such as in circular access ramps. Adequate lighting levels shall also be provided within the car park driveways and parking lots.

Fig. 4.9a Using visuals along circular ramps
Fig. 4.9a Using visuals along circular ramps
Fig. 4.9b Use of traffic markings, painted kerbs along narrow driveway
Fig. 4.9b Use of traffic markings, painted kerbs along narrow driveway
Fig 4.9c Convex mirror can be provided at corners and blind spot areas to provide better visibility for motorists and pedestrian.
Fig 4.9c Convex mirror can be provided at corners and blind spot areas to provide better visibility for motorists and pedestrian.
4.10

Designing Spiral Ramps

As a guide, it is a good practice when designing spiral multi-storey ramps to limit the spiral ramps to not more than 4-storeys before entering the car park deck level.

Fig. 4.10a Continuous spiral ramps shall be limited to 4-stories
Fig. 4.10a Continuous spiral ramps shall be limited to 4-stories

It is also advisable to use different colours on different levels on the ramp walls, intermediate markings or information on the expected distance to the car park deck or to the exit. At least two different appropriate colour schemes on spiral wall ramps would give a better contrasting effect especially at the drivers’ eye level and would give drivers a sense of depth from the walls.

Fig. 4.10b Indicate distance for driver’s information
Fig. 4.10b Indicate distance for driver’s information
4.11

Efficient Parking Layout

Parking places that experience high turnover, eg shopping centres, entertainment establishments, town centres, food centres, etc. shall be designed for the most efficient layout. It is a good practice to separate the driveways for in-coming vehicles from the out-going vehicles. This helps to discharge cars faster from the property. Otherwise, a gridlock can occur such that the out-going vehicles are prevented from exiting the parking place by in-coming vehicles. Designers can choose to provide separate ramps for exiting vehicles or provide 2-way driveway throughout the parking place.

4.12

Designing at Entrance/Exit to Mechanised Car Lobby

For mechanised parking system where vehicle needs to enter or exit from a car lobby, the position of vehicle at the holding bay has to be straightened before entering the car lobby. Sufficient turning radius and length should be provided in order for vehicle to easily straighten the vehicle before entering and exiting smoothly from a car lobby as illustrated in fig 4.12a. There should not be any obstructions along the turning path of the vehicle.

Fig 4.12a Design for entry to car lobby
Fig 4.12a Design for entry to car lobby
4.13

Positioning Car-Park Barriers

The positioning of car-park barriers is critical as they allow for cars to queue within a development. Such an arrangement helps to prevent congestion along the main road and causing inconvenience to other motorists.

Typically drop-barriers shall be located as far inside a development to achieve the longest queue. In addition, the drop-barrier should not be positioned along an up-ramp as there are many cars that roll-backwards when starting off. Car-park barriers should not be located within circular ramp or immediately after a bend. These locations are not prominent and are inconvenient to motorists especially while waiting on the ramp.

Fig. 4.13a Example of single entry/exit point
Fig. 4.13a Example of single entry/exit point

Designers should also plan for multiple barriers at the entry or exit points to allow for better discharge.

Fig. 4.13b Example of multiple entry/exit points and long queuing space
Fig. 4.13b Example of multiple entry/exit points and long queuing space
4.14

Provide Short-term / Long-term Bicycle Parking Lots

Short-term bicycle parking lots cater mainly for visitors who park for three hours or less. This lot shall be easily accessible by public, located on the ground floor and near to entrances of a development.

Long-term bicycle parking lots cater mainly for employees working in a development. This parking lot shall be fully protected against inclement weather and designed for protection against vandalism and theft. Long- term bicycle parking lots may be located on any level of a development.

The proportion of short-term bicycle parking lots and long-term bike parking lots is recommended as follows:

Type

Use

Long term bicycle parking

Short term bicycle parking

1

Residential, Hotel, Office, Industrial

80%

20%

 

 

2

Retail, F&B, Health & Medical Care, Civic & Community Institutions, Places of worship, Sports & Recreation Facilities

 

 

40%

 

 

60%

CHAPTER 5: PLAN SUBMISSION PROCEDURE

Overview

Under the Parking Places (Provision of Parking Places and Parking Lots) Rules, developments are required to obtain the Authority’s approval for their parking proposal and plans.

5.1

Submission of Parking Proposal and Plans

All submissions to the Authority for approval of parking proposal and plans are to be submitted through CORENET e-Submission system using Form LTA-DBC_VEHICLE PARKING.XFDX. The submission will not be accepted unless all items of the form are fully completed. The submissions shall conform to requirements for CORENET submissions.

Where car park processing fee (i.e. base fee) and processing fee for repeated submissions (i.e. resubmission fee for fourth or subsequent iteration of the same application) are applicable, the QP or developer/owner will be required to make the payment after successful submission via CORENET. An email notification with payment details (e.g. amount to pay, verification code, payment link and payment due date) will be sent to the QP and developer/owner via their email addresses registered with CORENET. For base fees, QPs are to ensure that the information (i.e. GFA or number of review items) keyed in the declaration part of the e-Form is accurate as it will be used to compute the amount payable. The QP or developer/owner can click on the payment link in the email to access the OneMotoring web portal to make payment within 3 calendar days from the date of submission. The E-receipt can be printed and downloaded by the payer upon successful payment.

Submissions will be rejected if no payment is received after the payment due date. An email will be sent to the QP and developer/owner to notify that the submission has been rejected due to non-payment of the processing fee. The QP is to make a new submission to LTA if he/she would like to continue the application. LTA will process the submission only after payment has been received.

5.2

Application for Approval of Parking Proposal and Plans

(Application Type 1 in Form LTA-DBC_VEHICLE PARKING.XFDX)

All developments for Commercial, Residential and Mixed (Commercial & Residential) uses with indoor parking are to be submitted under Application Type 1. Other development types are to be lodged for approval under paragraph 5.3. This formal application for approval for the parking proposal and plans of development proposals is to be submitted upon obtaining approval from the URA. A copy of the approval from URA for the proposed development is to be enclosed in the submission.

Prior approval from the Authority is required for any subsequent change/addition & alteration to the existing/approved development that affect the gross floor area, uses, addition/deletion of parking lots and rearrangement of parking layout.

Parking provision in development proposals is required to comply with full parking guidelines and requirements in this Code of Practice.

A processing fee of $10 per 100sqm of the gross floor area involved in the proposal, subject to a minimum of $120, is applicable.

5.3

Lodgement for Approval of Proposal and Plans

(Application Type 2 in Form LTA-DBC_VEHICLE PARKING.XFDX)

Development types not covered under Application Type 1 (refer to paragraph 5.2) are to be submitted as lodgement for approval of parking proposal and plans.

A copy of the approval from URA (Written Permission/Acknowledgement of URA Plan lodgement Submission) for the proposed development is to be submitted with the lodgement.

It is the QP’s responsibility to check and ensure the accuracy and project deliverance for proposed plans lodged with the Authority. The proposal is required to comply fully with the requirements for provision of parking places and lots. The Authority may disapprove any proposals that deviated from the standard requirements.

Car park processing fees payable is same as indicated in paragraph 5.2.

5.4

Application for Certificate of Statutory Completion (CSC) Clearance

(Application Type 3 in Form LTA-DBC_VEHICLE PARKING.XFDX)

Upon completion of proposed parking places and lots, an application for CSC Clearance is required to be submitted to the Authority.

For single-user industrial/warehouse developments where the proposal involves open surface parking lots, and/or covered parking of 50 or less parking lots, photographs verifying completion of the parking place and lots are to accompany the submission. Site photographs for all parking lots shall be taken in a clear and systematic manner, capturing all the parking lots as provided on site and corresponding with the approved plans.

Deviation from the approved plans should be highlighted in the “as-built” plan. QP is required to ensure compliance with full parking guidelines and requirements in this Code of Practice and to indicate in the submission that the as-built parking place and lots were inspected and accepted by the owner/developer of the development.

For other development proposals, Authority’s officer will arrange with QP for a site inspection of the completed parking place and lots.

For provision of mechanised parking and car lifts, the QP is required to arrange for a demonstration on the operation of mechanised parking lots or car lifts during the site inspection to verify that the provided parking place is functioning properly in terms of practical accessibility and manoeuvrability. The QP shall also ensure that the parking system and parking lots are in accordance with the plans approved by the Authority.

5.5

Application for Review of Requirement on Layout Arrangement/Dimensions or Design of Parking Facilities

(Application Type 4 in Form LTA-DBC_VEHICLE PARKING.XFDX)

The layout arrangement/dimensions of parking facilities is required to comply with the guidelines and requirements in this Code of Practice. QP is required to submit an application to review the requirements if the layout arrangement/dimension deviates from the standards.

It is important that the owner/developer is informed and is agreeable with the parking proposal and any deviation from the requirements. In this connection, the developer is required to submit an undertaking of their awareness and responsibility on the deviation according to Form LTA-VP- LOU.

Any application to review the requirement on the minimum geometric dimensions should be supported robustly on technical grounds. The applications should be accompanied by technical assessments demonstrating clearly that various options have been studied. We encourage QPs to make use of appropriate design software to verify the turning path of vehicles to determine its practicality before making any applications to LTA. The developer will be required to obtain consent of the owners/purchasers for deviations from the approved plans.

A processing fee of $80 per requirement/item is payable for application to review the requirement on the layout arrangement/dimensions or design of parking facilities.

The Authority may disapprove the application if in the Authority’s assessment, the proposal may have adverse effect on the end users of the parking place or other road users.

5.6

Application for Review of Requirement on Number of Parking Lots to be Provided

(Application Type 5 in Form LTA-DBC_VEHICLE PARKING.XFDX)

The development proposal is required to comply with the parking requirements and guidelines in terms of the number of parking lots to provide.

Where the proposed number of parking lot is below the lower bound or beyond the upper bound, QP is required to submit an application to review the shortfall or surplus parking provision.

A processing fee of $120 per class of vehicles is payable for application to review the requirement on number of parking lots to be provided.

The Authority may disapprove the application if in the Authority’s assessment, the proposal may have adverse effect on the end users of the parking place or other road users.

5.7

Exemption from Vehicle Parking Submission

The Authority exempts certain types of developments from obtaining approval. The list of developments exempted from submission is given in Appendix D.

Table 5.1 – Submission Requirements

S/N

Type of Submission

Application Form (LTA-DBC_VEHICLE PARKING.XFDX)

URA’s WP/

PP/Advice

Parking Proposal Plans

Attachment Forms

Processing Fees

LTA-VP FORM

LTA-VP SCHR

LTA-VP LOU

LTA-VP OCC

LTA-VP DMGT

1.

Application for Approval of Parking Proposal and Plans

 

WP

 

 

 

 

 

 

See Note

(a) & (d)

2.

Lodgement for Approval of Proposal and Plans

WP

 

 

 

 

See Note

(a)

3.

Application for CSC Clearance

 

(As-built)

 

 

 

 

 

 

4.

Application for Review of Requirement on Layout Arrangement / Dimensions or Design of Parking Facilities

 

 

 

 

WP/PP/ Advice

 

 

 

 

 

 

 

 

 

 

See Note (b)

5.

Application for Review of Requirement on Number of Parking Lots to be Provided

 

 

WP/PP/ Advice

 

 

 

 

 

 

 

See Note (c)

Notes:

  • Application and attachment forms are obtainable from CORENET.

  • Fees schedule:

    1. $10 per 100 sqm of GFA involved in the proposal, subject to a minimum of $120, is applicable to the following type of proposals:

      • For new erections (based on total GFA of proposed development)

      • Amendments to approved plans, additions & alterations, re-lodgement and change of use proposals (only additional or affected GFA to be considered)

    2. $80   per   requirement/item is applicable for application for review of requirement on layout arrangement/dimensions or design of parking facilities.

    3. $120 per class of vehicles is applicable for application for review of requirement on number of parking lots to be provided.

    4. $300 per application is applicable for repeated submissions (i.e. resubmission fee for fourth or subsequent iteration of the same application).

APPENDIX A

Table 1: Range-Based Parking Provision Standards

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

1

Residential

Car

1 lot per 2 dwelling units

1 lot per 1.25 dwelling units

1 lot per 1.25 dwelling units

1 lot per dwelling unit

M/cycle

 

 

Bicycle

1 lot per 4 dwelling units

1 lot per 6 dwelling units

No Upper Bound

HV

 

 

2

Serviced apartments

Car

0

1 lot per 7.5 dwelling units

1 lot per 3.8 dwelling units

M/cycle

0

1 lot per 143 dwelling units

1 lot per 73 dwelling units

Bicycle

1 lot per 4 dwelling units

1 lot per 6 dwelling units

No Upper Bound

HV

 

 

3

Offices

Car

1 lot per 950m2

1 lot per 530m2

1 lot per 260m2

1 lot per 590m2

1 lot per 330m2

1 lot per 210m2

M/cycle

1 lot per

18,000m2

1 lot per

10,000m2

1 lot per

5,000m2

1 lot for the first 590m2 & 1 lot per subsequent 11,250m2

1 lot per

6,250m2

1 lot per

4,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 loading and unloading bay per 10,000m2 up to 50,000m2

No Upper Bound

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

4

(a) Shops and departmental stores

Car

1 lot per 840m2

1 lot per 420m2

1 lot per 200m2

1 lot per 530m2

1 lot per 210m2

1 lot per 160m2

M/cycle

1 lot per 16,000m2

1 lot per 8,000m2

1 lot per 3,750m2

1 lot for the 1st 530m2 & 1 lot per subsequent 10,000m2

1 lot per 4,000m2

1 lot per 3,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 loading and unloading bay per 4,000m2

of the sum of GFA under 4(a) & 4(b)

No Upper Bound

(b) Supermarkets with gross floor area ≥ 1,500m2

Car

1 lot per 530m2

1 lot per 80m2

1 lot per 70m2

1 lot per 420m2

1 lot per 60m2

1 lot per 50m2

M/cycle

1 lot per 10,000m2

1 lot per 1,500m2

1 lot per 1,250m2

1 lot every 8,000m2

1 lot per 1,200m2

1 lot per 1,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 loading and unloading bay per 4,000m2 of the sum of GFA under 4(a) & 4(b)

No Upper Bound

5

Hawker Centres

Car

 

3 lots per 5 stalls

1 lot per stall

 

3 lots per 2 stalls

2 lots per stall

M/cycle

 

3 lots per 100 stalls

1 lot per 20 stalls

 

2 lots per 25 stalls

1 lot per 10 stalls

Bicycle

Refer to Table 2, Category 1

Refer to Table

2, Category 2

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

6

Restaurants, night- clubs, coffee-houses, cars, cafeterias, eating- houses and canteens

Car

1 lot for the first 160m2

1 lot for the first 160m2

1 lot per subsequent 130m2

1 lot per subsequent 130m2

1 lot per subsequent 70m2

1 lot per subsequent 80m2

1 lot per subsequent 60m2

1 lot per subsequent 50m2

M/cycle

1 lot for the first 160m2

1 lot for the first 160m2

1 lot per subsequent 2,400m2

1 lot per subsequent 2,400m2

1 lot per subsequent 1,250m2

1 lot per subsequent 1,500m2

1 lot per subsequent 1,200m2

1 lot per subsequent 1,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table

2, Category 2

No Upper Bound

HV

 

 

7

Hotels and residential clubs

(including rooms, lobby, shop, restaurant, swimming pool, gymnasium and other related uses)

Car

1 lot per 530m2

1 lot per 530m2

1 lot per 260m2

1 lot per 330m2

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 10,000m2

1 lot per 10,000m2

1 lot per 5,000m2

1 lot for the 1st 330m2 & 1 lot per subsequent 6,250m2

1 lot per 5,000m2

1 lot per 4,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table

2, Category 2

No Upper Bound

HV

1 loading and unloading bay per 8,000m2 .

For hotels, 1 coach lot per 90 rooms.

No Upper Bound

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

8

Cinemas, theatres and

concert halls

Car

1 lot per 16 seats

1 lot per 13

seats

1 lot per 13 seats

1 lot per 11

seats

M/cycle

1 lot per 300 seats

1 lot per 250 seats

1 lot per 240 seats

1 lot per 200 seats

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

9

Warehouses

Car

 

 

M/cycle

 

 

Bicycle

 

 

HV

1 lorry/loading and unloading bay per 800m2

No Upper Bound

10

Factories

(a) Flatted factories / multi-user factories

(including areas used as offices up to a maximum of 25% of total floor area and ancillary storage space)

Car

1 lot per 460m2

1 lot per 370m2

M/cycle

1 lot per 8,750m2

1 lot per 7,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 lorry/loading and unloading bay per 3,000m2

No Upper Bound

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

 

Factories

(b) Terrace factories

(including areas used as offices up to a maximum of 25% of total floor area and ancillary storage space)

Car

1 lot for the first 840m2 and 1 lot per subsequent 460m2

1 lot per 320m2 for the first 840m2 and 1 lot per subsequent 370m2

M/cycle

1 lot for the first 840m2 and 1 lot per subsequent 8,750m2

1 lot per 320m2 for the first 840m2 and 1 lot per subsequent 7,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 lorry/loading and unloading bay per 1,500m2

No Upper Bound

Factories

(c) Detached factories / single-user factories

(including areas used as offices up to a maximum of 25% of total floor area and ancillary storage space)

Car

1 lot per 790m2

1 lot per 630m2

M/cycle

1 lot per 15,000m2

1 lot per 12,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

1 lorry/loading and unloading bay per 1,500m2 up to 13,500m2

No Upper Bound

Factories

(d) Office

(in excess of 25% of total floor area)

Car

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 5,000m2

1 lot per 4,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

11

Childcare centres, Nurseries and Kindergartens

Car

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 5,000m2

1 lot per 4,000m2

Bicycle

 

 

HV

 

 

12

Primary Schools (including foreign and special education schools)

Car

5 lots per 16 classrooms

2 lots per 5 classrooms

M/cycle

1 lot per 60 classrooms

1 lot per 48 classrooms

Bicycle

 

 

HV

4 coach lots

No Upper Bound

13

Secondary Schools (including foreign and special education schools)

Car

5 lots per 13 classrooms and

1 lot per 400m2 of workshops / labs

10 lots per 21 classrooms and

1 lot per 320m2 of workshops / labs

M/cycle

1 lot per 50 classrooms and

1 lot per 7,500m2 of workshops / labs

1 lot per 40 classrooms and

1 lot per 6,000m2 of workshops / labs

Bicycle

 

 

HV

4 coach lots

No Upper Bound

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

14

Junior Colleges

Car

1 lot per 40 day-time staff and student population

1 lot per 30 day-time staff and student population

M/cycle

1 lot per 750 day-time staff and student population

1 lot per 600 day-time staff and student population

Bicycle

 

 

HV

 

 

15

ITEs

Car

1 lot per 40 day-time staff and student population OR 1 lot per 30 night-time staff and student population (whichever is greater)

1 lot per 30 day-time staff and student population OR 1 lot per 20 night-time staff and student population (whichever is greater)

M/cycle

1 lot per 750 day-time staff and student population OR 1 lot per 500 night-time staff and student population (whichever is greater)

1 lot per 600 day-time staff and student population OR 1 lot per 400 night-time staff and student population (whichever is greater)

Bicycle

 

 

HV

 

 

16

Polytechnics and Universities

Car

1 lot per 30 staff and student population

1 lot per 20 staff and student population

M/cycle

1 lot per 500 staff and student population

1 lot per 400 staff and student population

Bicycle

 

 

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

17

Community Centers

Car

 

1 lot per 610m2

1 lot per 310m2

 

1 lot per 400m2

1 lot per 210m2

M/cycle

 

1 lot per 11,580m2

1 lot per 5,870m2

 

1 lot per 7,670m2

1 lot per 4,010m2

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

18

Welfare houses

(to exclude ancillary facilities within the premises that are exclusively used by the residents)

Car

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 5000m2

1 lot per 4000m2

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

19

Libraries

Car

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 5000m2

1 lot per 4000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot

Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

20

Churches, mosques, temples, etc

Car

Prayer areas with seats; 1 lot per 13 seats Prayer areas without seats; 1 lot per 70m2

Prayer areas with seats; 1 lot per 11 seats Prayer areas without seats; 1 lot per 50m2

M/cycle

Prayer areas with seats; 1 lot per 250 seats Prayer areas without seats; 1 lot per 1,250m2

Prayer areas with seats; 1 lot per 200 seats Prayer areas without seats; 1 lot per 1,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table

2, Category 2

No Upper Bound

HV

 

 

21

Columbarium (excluding columbarium that is built together with a place of worship)

Car

1 lot per 660 niches

1 lot per 530 niches

M/cycle

1 lot per 12,500m niches

1 lot per 10,000m niches

Bicycle

 

 

HV

 

 

22

Funeral parlours / crematoriums

Car

10 lots per 1.3 parlours/crematoriums

10 lots per parlours/crematoriums

M/cycle

10 lots per 25 parlours/crematoriums

10 lots per 20 parlours/crematoriums

Bicycle

 

 

HV

To cater for at least 1 hearse parking

 

 

Lower Bound                                                                 Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

23

Sports Complex

(a) Administrative areas and related uses

Car

Refer to Office use

Refer to Office use

M/cycle

Refer to Office use

Refer to Office use

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(b) Snack / coffee bar,

restaurant

Car

Refer to Restaurant use

Refer to Restaurant use

M/cycle

Refer to Restaurant use

Refer to Restaurant use

Bicycle

Refer to Table 2, Category 3

Refer to Table

2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(c) Multi-purpose halls with gymnasiums, indoor courts, etc

Car

1 lot per 400m2

1 lot per 320m2

M/cycle

1 lot per 7,500m2

1 lot per 6,000m2

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

 

Sports Complex

(d) Indoor games rooms, clubrooms, health clubs, etc

Car

1 lot per 200m2

1 lot per 160m2

M/cycle

1 lot per 3,750m2

1 lot per 3,000m2

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(e) Spectator galleries (for the largest spectator gallery only)

Car

1 lot per 13 seats

1 lot per 11 seats

M/cycle

1 lot per 250 seats

1 lot per 200 seats

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

Recreational facilities

(f) Tennis, squash, badminton, sepak takraw

Car

1 lots per 1.3 court

1 lot per court

M/cycle

1 lot per 25 courts

1 lot per 20 courts

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

 

Sports Complex

(g) Soccer fields, basketball courts

Car

1 lot per 0.325 field/court

1 lot per 0.25 field/court

M/cycle

1 lot per 6.25 fields/courts

1 lot per 5 fields/courts

Bicycle

Refer to Table 2, Category 3

Refer to Table

2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(h) Bowling alleys

Car

1 lot per 1.3 lanes

1 lot per lane

M/cycle

1 lot per 25 lanes

1 lot per 20 lanes

Bicycle

Refer to Table 2, Category 3

Refer to Table

2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(i) Swimming pool (excluding wading / children’s pool)

Car

1 lot per 50m2 of pool area

1 lot per 40m2 of pool area

M/cycle

1 lot per 1,000m2 of pool area

1 lot per 800m2 of pool area

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

 

Sports Complex

(j) Ice / roller-skating rinks

Car

1 lot per 70m2 of skating area

1 lot per 50m2 of skating area

M/cycle

1 lot per 1,250m2 of skating area

1 lot per 1,000m2 of skating area

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

Sports Complex

(k) Golf ranges

Car

1 lot per 1.3 tee

1 lot per tee

M/cycle

1 lot per 25 tees

1 lot per 20 tees

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

24

Clinics / Dispensaries

Car

1 lot per 200m2

1 lot per 160m2

M/cycle

1 lot per 3,750m2

1 lot per 3,000m2

Bicycle

Refer to Table 2, Category 3

Refer to Table 2, Category 4

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

25

Nursing homes

Car

1 lot per 16 beds

1 lot per 13 beds

M/cycle

1 lot per 300 beds

1 lot per 240 beds

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

26

Hospitals

Car

First 500 beds; 1 lot per 5 beds

Exceeding 500 beds; 1 lot per 7 beds

First 500 beds; 1 lot per 4 beds

Exceeding 500 beds; 1 lot per 5 beds

M/cycle

First 500 beds; 1 lot per 100 beds

Exceeding 500 beds; 1 lot per 125 beds

First 500 beds; 1 lot per 80 beds

Exceeding 500 beds; 1 lot per 100 beds

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

27

Retirement housing

Car

1 lot per 260m2

1 lot per 210m2

M/cycle

1 lot per 5,000m2

1 lot per 4,000m2

Bicycle

1 lot per 4 dwelling units

1 lot per 6 dwelling units

No Upper Bound

HV

 

 

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

28

Marina / Boat Sheds

(a) Where vessels can be carried to land for storage

Car

1 lot per 3 boats

1 lot per 2 boats

M/cycle

1 lot per 50 boats

1 lot per 40 boats

Bicycle

 

 

HV

 

 

Marina / Boat Sheds

(b) Where vessels cannot be removed from water

Car

1 lot per 1.3 boats

1 lot per boat

M/cycle

1 lot per 25 boats

1 lot per 20 boats

Bicycle

 

 

HV

 

 

29

Convention and exhibition

Car

1 lot per 70m2

1 lot per 50m2

M/cycle

 

 

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

c

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

30

Public parks

Car

9.7 lots per hectare

12 lots per hectare

M/cycle

0.5 lot per hectare

0.6 lot per hectare

Bicycle

 

 

HV

 

 

31

Plant Nurseries

Car

Covered areas; 1 lot per 260m2 Open areas; 1 lot per 860m2

(minimum of 3 lots if situated away from HDB estates;

minimum of 1 lot if situated within HDB estates)

Covered areas; 1 lot per 210m2 Open areas; 1 lot per 680m2

M/cycle

Covered areas; 1 lot per 5,000m2 Open areas; 1 lot per 16,250m2

Covered areas; 1 lot per 4,000m2 Open areas; 1 lot per 13,000m2

Bicycle

 

 

HV

 

 

32

Foreign workers dormitories

Car

 

 

M/cycle

 

 

Bicycle

Refer to Table 2, Category 3

Refer to Table

2, Category 4

No Upper Bound

HV

1 lot per 200 beds

No upper bound

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

33

Tourists attraction developments

Car

Applicant to submit proposal with relevant information such as expected daily visitors (tourists and locals), breakdown of uses, etc.

Applicant to submit proposal with relevant information such as expected daily visitors (tourists and locals), breakdown of uses, etc.

M/cycle

 

 

Bicycle

 

 

HV

1 coach lot per 100 tourists per day

No Upper Bound

34

Hostels

Car

1 lot per 920m2

1 lot per 740m2

M/cycle

1 lot per 17,500m2

1 lot per 14,000m2

Bicycle

Refer to Table 2, Category 1

Refer to Table 2, Category 2

No Upper Bound

HV

 

 

35

Business Parks

Car

Sum of individual parking requirements

Sum of individual parking requirements

M/cycle

Sum of individual parking requirements

Sum of individual parking requirements

Bicycle

Sum of individual parking requirements

No Upper Bound

HV

Sum of individual parking requirements

Sum of individual parking requirements

 

Lower Bound

Upper Bound

S/n

Uses

Lot Types

Zone 1

Zone 2

Zone 3

Zone 1

Zone 2

Zone 3

36

White sites

(a) Non-residential

Car

1 lot per 895m2

Sum of individual parking requirements

1 lot per 560m2

Sum of individual parking requirements

M/cycle

1 lot per 17,000m2

Sum of individual parking requirements

1 lot per 10,620m2

Sum of individual parking requirements

Bicycle

Sum of individual parking requirements

No Upper Bound

HV

First 50,000m2 1 lot per 7,000m2

Beyond 50,000m2 1 lot per 15,000m2

 

Sum of individual parking requirements

 

No Upper Bound

For Hotels, 1 coach lot per 90 rooms

White sites

(b) Residential

Car

Refer to Residential use

Refer to Residential use

M/cycle

Refer to Residential use

Refer to Residential use

Bicycle

Refer to Residential use

Refer to Residential use

HV

 

 

Table 2: Bicycle Parking Requirement Matrix

Development GFA

Category 1

Category 2

Category 3

Category 4

1,000m2 ≤ GFA ≤ 3,000m2

15 lots

10 lots

30 lots

20 lots

3,000m2 < GFA ≤ 15,000m2

1 lot per 200m2

1 lot per 300m2

1 lot per 100m2

1 lot per 150m2

GFA >15,000m2

75 lots plus 1 lot for every subsequent 600m2

50 lots plus 1 lot for every subsequent 1,000m2

150 lots plus 1 lot for every subsequent 300m2

100 lots plus 1 lot for every subsequent 500m2

APPENDIX B

Types of Developments Exempted from Payment of Deficiency Charge

  1. Development by non-profit making organisations.

  2. Development by charitable organisations.

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

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

NOTE: For developments by non-profit (not-for-profit) and charitable organisations where payment of deficiency charge is exempted, QP is required to provide documental evidence to verify their status.

APPENDIX C

Sample 1: General Computation of Parking Requirement

Sample 1: General Computation of Parking Requirement
Sample 1: General Computation of Parking Requirement

Sample 2: Car Parking Computation for Change of Use Proposals

Sample 2: Car Parking Computation for Change of Use Proposals
Sample 2: Car Parking Computation for Change of Use Proposals

Sample 3: Computation for Car Parking Requirement of a Conserved Building with Rear Extension

Sample 3: Computation for Car Parking Requirement of a Conserved Building with Rear Extension
Sample 3: Computation for Car Parking Requirement of a Conserved Building with Rear Extension

APPENDIX D

The following developments are exempted from obtaining Vehicle Parking clearance:

  1. Developments in off-shore islands;

  2. Bungalows/detached houses, semi-detached and terrace houses where at least 1 car porch is provided per house;

  3. Development of land for the purpose of farming;

  4. Amendments, additions and alterations which do not involve additional floor area, which do not involve conversion of use equal to or exceeding 160 sqm of floor area and which do not affect existing or approved parking layout or provision;

  5. Ancillary use of HDB void decks;

  6. Change of use of premises which involves less than 160 m2 of gross floor area;

  7. Developments within any rapid transit system stations;

  8. Renewal of written permission in respect of new erections;

  9. Additions or erections of covered linkways or walkways that do not affect existing or approved parking layout or provision;

  10. Development of public bus interchanges, bus depots and rapid transit system depots;

  11. Development of land within a conservation area designated under the Planning Act (Cap. 232) comprising solely the conservation of all the buildings on the land in accordance with the requirements of the conservation authority under that Act and for which written permission has been granted by the competent authority under that Act.