NEUPAVE. Permeable Pavers. A Permeable Eco-Friendly Beauty



Similar documents
Permeable Pavement Operation & Maintanence Guide

AUSTRALIAN PAVING CENTRE

Pervious Pavers. By: Rich Lahren. Hebron Brick & Block Supply

Permeable Pavement Construction Guide

APPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS

Permeable Paving System with StormAbsorb Technology

Porous Pavement Alternatives Cost Analysis

SECTION PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)

PICP Construction. Why PICPs The Big Picture. Key things to know about PICPs

Guidelines for. Permeable Pavement

Building Your Interlocking Concrete Pavement to Last a Lifetime

Interlocking Concrete Pavement Institute (ICPI) Model Stormwater Ordinance for Permeable Interlocking Concrete Pavements August 2010

Permeable Interlocking Concrete Pavements

Permeable Interlocking Concrete Pavements. The Stormwater Problem

pavements permeable GUIDE TO THE DESIGN, CONSTRUCTION AND MAINTENANCE OF CONCRETE BLOCK PERMEABLE PAVEMENTS

AquaPaver & SF-Rima Permeable Interlocking Concrete Pavers

Permeable Pavers. calstone.com. Permeable Interlocking Concrete Pavements (PICP s)

PE01 Permeable Interlocking Concrete Pavements - Design and Construction Guide

SECTION UNI PERMEABLE INTERLOCKING CONCRETE PAVEMENT

Division 2 Section Section 02795

GUIDE SPECIFICATIONS FOR CONSTRUCTION OF AQUAPAVE PERMEABLE STORMWATER MANAGEMENT SYSTEM

SUSTAINABLE URBAN DRAINAGE SYSTEMS

Caltrans non-standard Special Provisions Pervious Concrete. David Akers Feb 28, 2012

topmix permeable The ultimate concrete solution for surface and storm water management

Outlet stabilization structure

Installation PowerPoint for Grasscrete Formers

Planning, Health and Environment Division

ALKS SIDEW II. TK TK TK TK TK TK TK TK 40 BOSTON COMPLETE STREETS GUIDELINES DRAFT - JULY 2011 BOSTON TRANSPORTATION DEPARTMENT

BLUEPRINTS FOR SUSTAINABLE INFRASTRUCTURE CONFERENCE The Sustainability of Permeable Road Pavements The North Shore Experience

SUDAS Revision Submittal Form

PERMEABLE INTERLOCKING CONCRETE PAVEMENT

Storm Water Runoff. Managing. A Self-Assessment Guide for Wisconsin Businesses. Storm water runoff is coming. This guide provides businesses

Sustainable Drainage Systems (SUDS) A guide for developers

SECTION PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)

Permeable Interlocking Concrete Pavement (PICP) A Low Impact Development Tool Training for Schools and Universities

Guidelines for Control of Water Runoff on Small Lots. Revised 6/09

Solutions Library Solution 4: Permeable Pavement

Interlocking Concrete Paving Stones

GUIDE TO SETTLEMENT OF CANTERBURY FLAT LAND CLAIMS

Permeable Interlocking Concrete Pavements

Tree Pits Operation & Maintenance Guide

Guidance on the use of sustainable drainage systems (SUDS) and an overview of the adoption policy introduced by

INSTALLATION SPECIFICATIONS FOR AQUAPERM TM PAVER

August Uniclass L534:L217. understanding permeable. paving GUIDANCE FOR DESIGNERS, DEVELOPERS, PLANNERS AND LOCAL AUTHORITIES.

Permeable Interlocking Concrete Pavements

A Developer s Guide: Watershed-Wise Development

Permeable Pavement Treatment Capacity

CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT

Stormwater Credit Open House Q&A

Minimizes sediment and debris from entering storm drains that lead to waterways and watercourses.

Local Road Assessment and Improvement Drainage Manual

asphalt applications Construction and surfacing of footways and cycleways using asphalt mpa asphalt Asphalt Information Service

SECTION PERVIOUS INTERLOCKING CERAMIC PAVERS

SECTION PERMEABLE INTERLOCKING CONCRETE PAVEMENT

Pervious Pavement SYSTEMS THINKING. THE NEW DESIGN PROBLEM and the Role of the Civil Engineer. LOW IMPACT DEVELOPMENT Introduction

Pollution Control NEW! NEW! Stormwater Attenuation Systems Sustainable Urban Drainage Solutions for Domestic & Commercial Applications. klargester.

ICPI TECH SPEC NUMBER 10 Application Guide for Interlocking Concrete Pavements

Permeable Interlocking Concrete Pavement

LOW IMPACT DEVELOPMENT TOOLKIT. prepared for the city of mesa, arizona

Town of Beaumont. Lot Grading Guidelines

40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT

>S`[SOPZS 7\bS`Z]QYW\U 1]\Q`SbS >OdS[S\b

Installing Porous Pavement Waukesha County Dept. of Parks & Land Use Storm Water BMP Design and Installation Workshop March 11, 2009

WET/DAMP BASEMENTS ANSWER: BASEMENT WALLS AND FLOORS CAN BECOME WET BY A LEAK, CAPILLARY SUCTION OR CONDENSATION.

Pervious Pavement. An Infiltration BMP A LID Technique. Dan Huffman Vice President, National Resources National Ready Mixed Concrete Association

Low Impact Development Checklist

Permeable Clay Brick Pavements

(Source: Center for Neighborhood Technology)

APPROVAL AMENDMENT HISTORY

Emergency Spillways (Sediment basins)

City of Shelbyville Site Inspection Checklist

16. Storm water drainage

Concrete pavers with sand filled joints. Bedding sand 1-1/2 in. (25-40 mm) thick

KPC. building into the future since grass blocks INSTALLATION

Underground Injection Control Storm Water Information

Design, Construction and Maintenance of Permeable Pavements Case Studies and Technical Resources Robert Bowers, P. Eng.

Updates on Pervious Pavement Design and Construction. Jason T. Peterein, P.E. June 19, 2012

Vehicle Tracking Control (VTC)

Flash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes

Defra s Water Availability and Quality Evidence Programme. COMPARATVE COSTINGS FOR SURFACE WATER SEWERS & SuDS

Dave Laurie, CTR. Sales Manager, Commercial Sales DESIGNED TO CONNECT

9.00 THE USE OF HUNTER LAND DRAINAGE PERFORATED PIPES. Hunter Underground Systems

DEVELOPMENT OF AN ASCE STANDARD FOR PERMEABLE INTERLOCKING CONCRETE PAVEMENT

Guidance on the permeable surfacing of front gardens

DOÑA ANA COUNTY DESIGN STORM CRITERIA GUIDELINES FOR COMMERCIAL AND RESIDENTIAL SITES. Run-off Analysis Methods

Permeable Pavement Design Guidelines. Prepared for. September 2004 P001-A1

INFILTRATION CAPACITY OF INTERLOCKING CONCRETE PAVEMENT

City of Paso Robles Community Development Department Construction Site Storm Water Quality Requirements

The application site is on the edge of flood zones 1 and 2 with flood zone boundary cutting across part of the southern boundary of the site.

DESCRIPTION OF STORMWATER STRUCTURAL CONTROLS IN MS4 PERMITS

Stormwater Ponds. c ıty of a bı le ne st or m wat e r utı lıty dıv ısı on

CHAPTER 5. Storm Sewer

SECTION EARTH MOVING

CASFM Stormwater Quality Field Trip June 23rd, 2011

Permeable On-Site Stormwater Source Control System. A Paving System We Can All Live With

Sustainable Site Pavement Systems

Design and Construction of a Pavement for Tracked Military Vehicles

Scheduling Maintenance for Infiltration Basins and Trenches

Firth Ecopave system installation guide

ARTICLE 16 Retention Best Management Practices

Transcription:

NEUPAVE Permeable Pavers A Permeable Eco-Friendly Beauty

As the first in Malaysia to manufacture this new paving technology, is a paving alternative to more traditional types of hardscape flooring materials, An Introduction where water is now allowed to permeate through the surface to underlying soil. With more than 25 years experience in the paving industry, you can be assured of our expertise in advising you on the appropriate paving solutions for your home and landscaping project. Sunway Paving Solutions Sdn Bhd manufactures and supplies compressed concrete paving slabs, which are prominently featured along many of the streets and walkways throughout Malaysia. Our products are also exported regionally to Australia, Hong Kong, China and Singapore, leaving lasting impressions on the minds of those who walk on it. Malaysia Pavilion at Shanghai World Expo 2010, China

Normal concrete pavements do not allow much water to infiltrate particularly if they are mortared in place. The flowing water would normally hit the surface and then flow down to the nearest drainage channel, becoming storm water runoff. differs vastly from the above as its hard surfacing allows water to percolate to an underlying reservoir base. Permeable pavement can be used instead of standard concrete for surfacing sidewalks, driveways, parking areas and many types of pavement surfaces. As the usual concrete is considered to be impermeable, water that falls usually stays on the surface and cannot flow through the surface to the soils below, but rather runs to the lowest points to be drained away.

The Numerous Advantages of Reduces storm water runoff Reduces flooding Reduces erosion caused by flooding Increase storm water storage Promotes groundwater recharge Soil reinforcement and stabilisation Improving water quality by trapping and treating pollutants Irrigation techniques Landscaping techniques Thailand Pavilion at Shanghai World Expo 2010, China

Applications of Public parking lots Pedestrian paths Lay-bys Bicycle paths Pool decks Jogging & buggy tracks Rest service area driveway Residential car park area Emergency vehicle access lanes Subject to traffic volume and consultants specifications and requirements. Walkway at Shanghai World Expo 2010, China

Rough Finishing Brown Fine Finishing Grey Fine Finishing General Information & Specifications Efflorescence This phenomenon is commonly found in most cement-based products. However, the effect is usually disappears over time due to weathering. Typically it takes about six to twelve months to clear the efflorescence through rain water, and in the worst case scenario it could take about two years. Brown Rough Finishing Grey Rough Finishing Compressive Strength Thickness (mm) 60 80 Strength (MPa) 30 Typical Pavement Cross-Section edge restraint concrete haunching kerb Infiltration Rate The average infiltration rate is equal to: Finishing Liters/min/m 2 Available Colours & Profiles All permeable paving system designs are subjected to following criteria checking: Slope - Paving system slope should not exceed 1 in 20 (5%). Traffic Volume - Design traffic should be determined in advance, in order to avoid using permeable pavers in heavily trafficked roads. Land-Use - Permeable system should not be located downstream of high sediment generating activities. Stability - Infiltration from the base of permeable paving should not be undertaken where soils are susceptible to instability. Discharge Type - The no-infiltration method of permeable paving is to be adopted, except in circumstances where site soils are identified as suitable for infiltration. Tolerance Fine 150 Liters/min/m 2 Rough 300 Liters/min/m 2 Thickness of any paver shall be ± 3mm Colours shown in this brochure are reproduced as close to the actual colours of the pavers as printing technology allows. Grey Black Yellow Antique Brown Light Brown Peach Red Colours can be custom-made to suit your design and requirement preferences. It is also available in all profiles of Interlocking Concrete Pavers and Prime Pavers.

Types of Permeable Paving Systems A System A Full Filtration* System A Full Infiltration* Suitable for existing subgrade (ground) with good permeability, System A allows all water falling onto the pavement to infiltrate down through the constructed layers below and eventually into the subgrade. Some retention of the water will occur temporarily in the permeable sub-base layer allowing for initial storage before it eventually passes through. No water is discharged into conventional drainage systems, completely eliminating the need for pipes and gulley, and making it a particularly economic solution. B C System B Partial Filtration* System C No Filtration* Impermeable fiexible membrance *Subject to traffic volume and consultants specifications and requirements. Impermeable The illustrations above are adapted from Interpave, The Upper fiexible geotextile Precast Laying Concrete course Paving membrance And Kerb Association (January 2010). Impermeable fiexible membrance System B Partial Infiltration* Used where the existing subgrade (ground) may not be capable of absorbing all the water. A fixed amount of water is allowed to infiltrate which, in practice, often represents a large percentage of the rainfall. Outlet pipes are connected to the permeable sub-base and allow the excess water to be drained to other drainage devices, such as swales, ponds, water courses or sewers. This is one way of achieving the requirement for reducing the volume and rate of runoff and will most likely remove the need for any long term storage. System C No Infiltration* Where the existing subgrade (ground) permeability is poor or contains pollutants, System C allows for the complete capture of the water. It uses an impermeable, flexible membrane placed on top of the subgrade level and up the sides of the permeable sub-base to effectively form a storage tank. Outlet pipes are constructed through the impermeable membrane to transmit the water to other drainage devices, such as swales, ponds, watercourses or sewers. Importantly, the outlet pipes are designed to restrict flow so that water is temporarily stored within the pavement and discharge slowed. System C is particularly suitable for contaminated sites, as it prevents pollutants from being washed further down into the subgrade where they could reach groundwater.

1 Infiltration Test Installation Procedure 2 1. Basecourse 3. Laying The Blocks Taking the existing sub-grade/soil conditions and the anticipated traffic loading into consideration, and adequate thickness of well compacted base course must be provided to ensure good pavement performance. Existing bitumen or concrete surfaces need not be removed and can act as good sub-grade. Paving blocks are placed side by side on the sand bed with gaps of approximately 2mm between adjoining blocks. Fine sand is then spread and swept into the joints. Paving blocks can be cut to fit edges and awkward corners. 4. Pavers Compaction 3 2. Sand Bedding Layer A layer of sand should be loosely spread and screeded to uniform thickness such that its compacted thickness would be approximately 30mm - 50mm. The sand bedding should be compacted prior to installation of the pavers. The pavement is compacted with a hand-guided plate vibrator until it is firmly embedded. Note: For permeable (fine) finishes, a gunny sack (burlap) sheet is placed on top of the pavement before the compaction is done. 4 5. Completion Normal Paver The permeable pavement is now completed and fully functional. 5 Water does not infiltrate but flows sideways, becoming runoff. Water permeates through the surface.

HQ Sales & Marketing Office #3.2, Level 3, Menara Sunway, Jalan Lagoon Timur, Bandar Sunway 46150 Petaling Jaya, Selangor Darul Ehsan, Malaysia. Tel: (603) 5639 8282 Fax: (603) 5639 9600, 5639 9606 Factory: Batang Kali Lot 10071, Mukim Batang Kali, 44300 Daerah Ulu Selangor, Selangor Darul Ehsan, Malaysia. Tel: (603) 6057 2407 Fax: (603) 6057 2423 Northern Region Sales & Marketing Office: Nibong Tebal Lot 2788, 2796, 2797, Kawasan Perindustrian Bukit Panchor, Mukim 7, Nibong Tebal, Seberang Perai Selatan, 14300 Pulau Pinang, Malaysia. Tel: (604) 593 8697/8 Fax: (604) 593 8695 Southern Region Sales & Marketing Office: Senai PLO 6, Jalan Lapangan Terbang, Fasa 1, Kawasan Perindustrian Senai, 81400 Senai, Johor, Malaysia. Tel: (607) 599 5553 Fax: (607) 599 3827 Email: sbsales@sunway.com.my Website: www.sunwaypavingsolutions.com Information contained within this brochure is correct at the time of printing (Mar 2012). Certain photography and illustrations are simulated and impressions only. Colours shown are reproduced as close to actual colours as printing technology allows. Measurements are approximate. While every reasonable care has been taken in preparing this flyer, we cannot be held responsible for any inaccuracy.