Landscaping and Fencing

Similar documents
Multi unit development

Sewerage network boundaries & responsibilities

Asset Protection Bond Information Sheet

Relocation of a water meter

Table Related Arlington County Standards, Specification and Policies

T a b l e o f C o n t e n t s

This guide only applies for sewer assets up to and including 225mm diameter.

City of St. Catharines Standard Drawings JULY Revised July 21, 2017 TES-ENG (SH)

Technical Standard Category A

Installation Guidelines

CITY OF FARGO SPECIFICATIONS ASPHALT LEVELING COURSE

Domestic meter installations

Manningham Works Code of Practice

CONSTRUCTION SPECIFICATION FOR KEYHOLE EXCAVATION AND PERMANENT REINSTATEMENT OF KEYHOLE CORES TABLE OF CONTENTS

Corporation & Owner Responsibility for Sewer Blockages Procedure

EXCAVATION WORK IN PUBLIC RIGHT-OF-WAY GENERAL NOTES

CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS

SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS

LAGRANGE TOWNSHIP 353 South center street p.o. box 565 lagrange ohio 44050

CITY OF SCHERTZ TEXAS ENGINEERING AND PUBLIC WORKS

UNDERGROUND UTILITY CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION

Tasman Retaining Wall System

Construction Specification for General Excavation

Customer Charter. What you can expect as an Icon Water iconwater.com.au.

COUNTY OF SUTTER ENCROACHMENT PERMIT

CITY OF SAFETY HARBOR 750 MAIN STREET, SAFETY HARBOR, FLORIDA PHONE: 727/ FAX: 727/

Design Specifications & Requirements Manual

PERMITTING AND CONSTRUCTION MANUAL

SPECIAL PROVISIONS - SP2014 BOOK Page 1 October 8, 2013

CONSTRUCTION SURVEY. Construction survey includes personnel, equipment, and supplies required for, but not limited to, the following:

GRADING, FILL, EXCAVATION AND LANDSCAPING 2012 EDITION

Design Specifications & Requirements Manual

THE REGIONAL MUNICIPALITY OF PEEL STANDARD SPECIFICATIONS FOR RESTORATION

Docs File G01/1274/1 Web Version. Water and sewerage service and installation rules

(D) Surface Slope Bituminous patch in front of the truncated domes must not exceed 5% measured perpendicular to the flow line or edge of roadway.

Complying Development

STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION TRENCHING AND BACKFILL

Chapter 3: Permit Procedures and Requirements

2.1.2 Minimum wall thickness shall be 90 mm Frames and covers shall be bitumen coated by dipping.

PUBLIC WORKS DEPARTMENT GENERAL NOTES

7. A saucer of soil shall be formed so that water is directed down through the roots or root ball rather than around the root ball.

Buildover Consent Guidelines. September 2017

freestone eco Prestige & quality DIY vertical wall Large blocks - 10/m 2 Smooth surface finish No concrete footings

SECTION A1 EXCAVATION AND BACKFILL GENERAL

Building in a Saline Environment

Public Works Department 305 West Third Street, East Wing, Third Floor Oxnard, California Tel

SEWER OVERFLOWS. Information on plumbing blockages and wet weather overflows

SECTION TRENCHING & BACKFILLING

DIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012

Permeable Pavement Facilities and Surfaces

BRIDGE DISTRICT. City of West Sacramento. Phase 1 Infrastructure Improvement Project. Monthly Status Report

CONSTRUCTION SPECIFICATION FOR CONCRETE SIDEWALK AND CONCRETE RAISED MEDIAN INDEX TS SCOPE...3 TS DEFINITIONS...3

SECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS.

Hamilton Rapid Transit Preliminary Design and Feasibility Study

DIVISION OF PLAN REVIEW & PERMITTING UTILITY PERMIT SPECIFICATIONS AND PERMIT APPLICATION

Retaining Guide. TerraFirm mm. 750mm (typical)

SOUTHSIDE TOWNSHIP ROADWAY STANDARDS POLICY Adopted September 7, 2004

GUIDELINES FOR THE INSTALLATION OF PERMEAPAVE DRAINAGE SYSTEMS. Domestic Application Only

INSTALLATION DETAILS FOR DRIVESETT ARGENT PRIORA PAVING

CITY OF FARGO SPECIFICATIONS REMOVALS

CITY OF FARGO SPECIFICATIONS REMOVALS

NOVEMBER 2016 GRANDWALL. retaining walls installation guide

The developer/contractor shall be responsible for replacing all fences which must be disturbed for the installation of sanitary sewer or water lines.

TOWNSHIP OF TINY LOT GRADING/DRAINAGE PLAN PROCEDURE

APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES

FENCES. This hand out is for REFERENCE ONLY. For more details see specific code sections.

CITY OF WINDSOR STANDARD SPECIFICATIONS JULY 2012 S-31 KEYHOLE EXCAVATION TABLE OF CONTENTS

CHESHIRE EAST COUNCIL. Highways Service. Abridged Conditions, Requirements and Specification of Workmanship and Materials for the Construction of

Tasman Retaining Wall System

EROSION CONTROL AND GRADING PERMIT APPLICATION

Procedure and Specification for the Construction of Vehicle Access Crossings over Footways and Verges April 2016

SECTION 16: GROUND ASSETS CONTENTS

IDAS form 6 Building or operational work assessable against a planning scheme

401 Sanitary Sewer System Design Criteria. The following additional design requirements shall also apply:

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS

CONSTRUCTION PLAN CHECKLIST

CONDITIONS OF APPROVAL. ATWORTH COMMONS PRELIMINARY PLAT and PLANNED UNIT DEVELOPMENT PPU & PPL th Court SW

GENERAL NOTES ROADWAY CONSTRUCTION RD0001-1A ISSUED:2017 REVISED: --

Section H - Site Plan Guidelines

Review the section Preparing for work, then complete the following.

FREESTONE ECOTM. Retaining Wall SystemTM. No one knows Blocks and Pavers better

REQUEST FOR TENDER - SERVICES RFT HOUSE DEMOLITION 7958 BEAVERDAMS RD., NIAGARA FALLS, ON.

Municipal Inspection and Construction Guidelines Section I Roadworks SECTION I ROADWORKS I-1 GENERAL

CHAPTER MANUFACTURED HOME PARKS

Introduction to the Guidance on Measuring and Pricing

MIXED ACTIVITY ZONE. Chapter 4. Mixed Activity Zone

CONSTRUCTION SPECIFICATION FOR SITE RESTORATION FOLLOWING INSTALLATION OF PIPELINES, UTILITIES, AND ASSOCIATED STRUCTURES

Demolition Permit Application

APPENDIX D INDEX, REFERENCES AND BIBLIOGRAPHY

SAFEGUARDS DURING CONSTRUCTION

GRAYSON COUNTY POLICY, PROCEDURES AND SPECIFICATIONS OF GRAYSON COUNTY, TEXAS FOR THE INSTALLATION OF DRIVEWAY

Construction Specification for Keyhole Excavation and Reinstatement of Keyhole Cores

PART 5 WATER SYSTEMS

Transcription:

Landscaping and Fencing Fences, driveways, paving, retaining walls, landscaping & other garden features To be read in conjunction with General Requirements: A guide to building on properties containing (or in close proximity to) Canberra s water and sewerage networks Icon Water Building Requirements 23

Disclaimer This Guide was prepared for Icon Water. It is provided for general reference only and is not intended as a legal guide or substitute for legal or other professional advice. Each set of factual circumstances will vary and must be considered individually. The Guide content is correct as at 1 October 2014. Referenced source documents and industry practices will be amended or otherwise vary from time to time so care must be taken to confirm currency at the relevant time. Copyright Icon Water. All rights reserved.

About this guide This guide is designed to be used in conjunction with the information contained in the guide General Building Requirements: A guide to building on properties containing (or in close proximity to) Canberra s water and sewerage networks. Contact us for information and advice. Phone: 02 6248 3111 Address: 12 Hoskins Street, Mitchell ACT 2911 Web: iconwater.com.au/buildingandrenovation Protection of water and sewer fittings garden areas Icon Water require access to operate and maintain essential water and sewerage equipment located on the verge and inside the boundaries of most Canberra properties. Fire hydrants, meter boxes, water valves, maintenance holes (manholes) and sanitary drainage (boundary) access shafts need to be accessible (day and night). A one metre radius safe work area must be kept free of obstruction (fences, retaining walls, trees, shrubs and debris). Maintenance access through retaining walls Retaining structures must be designed to ensure Icon Water s water and sewer networks can continue to be safely accessed, operated, repaired and replaced. Emergency and maintenance access passages must not be obstructed. Where a retaining wall obstructs maintenance or emergency access to the pipe protection of a sewer or water network, a ramp or stair constructed of materials capable of bearing the weight of excavation machinery is required over or through the wall. Figure 14 shows an example of this. pipe protection pipe protection boundary fence retaining wall boundary fence retaining wall natural ground level water or sewer network CROSS SECTION access to pipe protection through a retaining wall using a ramp or protected stair with a maximum 1 in 4 slope water or sewer network CROSS SECTION access to pipe protection from an excavated area requires a ramp or protected stair with a maximum 1 in 4 slope Figure 14 Ramped access 24 Icon Water Building Requirements

Lightweight fences Lightweight timber paling or sheet metal boundary fences are generally permitted to cross the zone of influence of a sewer or water network where maintenance access to the pipe protection is guaranteed from both sides of the fence. Posts are not to be located directly over a network asset. Figure 15 shows an example of this. pipe protection lightweight timber or metal boundary fence NO LOAD ZONE BURIED NO LOAD UTILITY ZONE ASSET water or sewer network 45 o CROSS SECTION maximum 300mm STEP (change in level) across the pipe protection (between properties) lightweight boundary fence not less than 600mm clearance between a sewer or water main and the footings of a fence or step NO LOAD ZONE sewer or water main LONGITUDINAL SECTION Figure 15 Lightweight fence requirements Icon Water Building Requirements 25

Masonry fences Heavyweight (masonry) fences or barriers may be approved to cross a pipe protection of a sewer or water network when, in the opinion of Icon Water, the structure complies with pipe protection, zone of influence, maintenance access, foundation stability and spoil setback requirements. Gates, bridging beams or special footing designs may be required. Figures 16 and 17 show examples of this. Figure 16 Masonry fence footings design Bridging is usually only acceptable where maintenance access to the pipe protection is guaranteed from both sides of the fence. masonry fence property boundary pipe protection 300mm maximum permissible intrusion into the pipe protection pier beam NO LOAD ZONE BURIED UTILITY ASSET NO LOAD ZONE 45 o water or sewer network Figure 17 Masonry fence footings outside PPE 26 Icon Water Building Requirements

Some minor intrusion into the pipe protection may be permitted where the pipe protection abuts the property boundary. This is to be approved in writing, by, and at the discretion of Icon Water. Retaining wall Retaining structures may be approved in writing by Icon Water to run in close proximity or bridge across a pipe protection of a sewer or water network where in the opinion of Icon Water, the structure complies with pipe protection, zone of Influence, maintenance access, foundation stability and spoil setback requirements. Figure 18 shows an example of this. natural ground level sewer or water main retaining wall cut limits apply bridging beam fill fill limits apply NO LOAD ZONE LONGITUDINAL SECTION piers must be outside the pipe protection pipe protection masonry concrete timber or steel retaining wall fill fill Acceptable solution: footing outside the NO LOAD ZONE NO LOAD ZONE BURIED UTILITY water ASSET or sewer network 45 o Acceptable solution: footings inside the NO LOAD ZONE supported by piers bored to the depth of the network pipe or to stable rock CROSS SECTION Figure 18 Retaining wall footing design Icon Water Building Requirements 27

Paving Icon Water will generally approve pedestrian and trafficable pavements such as cobble stone, brick or concrete pavers (laid on sand or scalpings) and bituminous pavement (laid on compacted road base) inside the pipe protection of a water or sewer network, subject to the following conditions: Reinforced concrete slabs no thicker than 100mm must be laid with grooved joints along the longitudinal edge of the pipe protection and a maximum spacing of 3m along the to facilitate ease of replacement Reinforced concrete slabs greater than 100mm in thickness must be designed (in consultation with Icon Water) in panels which bridge across the pipe protection and are fitted with lugs to facilitate the lifting of these panels when access is required. Weight limits will apply Concrete slabs and permanent structures must be separated by joints to permit the removal of slabs without damage to adjacent structures. Icon Water will generally replace pavements, removed for the purpose of repairing or replacing water or sewer infrastructure, where: Pavements are made from concrete cobble-stones, brick, bituminous cement, reinforced concrete or other similarly priced materials readily available from local suppliers Concrete slabs are no more than 100mm thick Damaged pavement panels are reinstated up to but not beyond the construction joint of the adjoining undamaged panel or 3 metres beyond a damaged edge, whichever is the lesser dimension Ornamental finishes are mandated by planning authorities (e.g. stamped, stencilled, exposed aggregate or acid-etched, driveways, etc.) however material, colour or pattern matching is not guaranteed for superseded products The landholder may be required to contribute to replacement costs which exceed these conditions. When given reasonable notice, the landholder is responsible to remove, or pay Icon Water to remove, pavement which fails to comply with the conditions listed above. 28 Icon Water Building Requirements

Ponding over surface fittings Alterations to surface levels is to be undertaken in a manner to prevent stormwater run-off ponding around sewer maintenance holes (manholes), water valves, hydrants and meters. The ingress of stormwater into the sewer network is not permitted as it significantly increases Icon Water operational costs which in turn are passed onto consumers. Figure 19 gives an example of how to prevent this. ponding sewer access pit sewer access pit Figure 19 Prevention of ponding over sewer maintenance hole (manhole) Trip hazards Care must be taken to prevent the creation of trip hazards when removing topsoil around surface fittings. Figure 20 shows an example of a trip hazard. manhole lid meter box sewer access pit Figure 20 Potential trip hazards involving sewer and water assets Icon Water Building Requirements 29

Protection of surface fittings in driveways Sewer manholes and water meter pits are not permitted to be located in driveways, unless authorised in writing by Icon Water, when permitted, they must be fitted with trafficable lids fitted by Icon Water at the landholders cost. The rim and lid must be flush with the surface (trip-free) as shown in Figure 21. Water valves and fire hydrants are not permitted in driveways or trafficable areas where vehicles may park. Figure 21 Sewer maintenance hole (manhole) in driveway 30 Icon Water Building Requirements

Trees and shrubs near water and sewer pipes Trees and large shrubs should be planted so that the mature canopy does not encroach into or over the pipe protection of a sewer or water network as shown in Figure 22. pipe protection mature canopy setback sewer or water network Figure 22 Tree canopy clear of pipe protection Consultation with a plant nursery may be necessary when choosing trees and shrubs. Some plant species have very invasive and wide spreading root systems. These varieties should not be planted in close proximity to water or sewer networks. The land holder may be required to remove trees and plants which obstruct access to Icon Water s assets. Icon Water Building Requirements 31

Sewage surcharges overland flow As shown in Figure 23, utility sewer networks and private sanitary drainage systems are designed to relieve the buildup of sewage surcharge via utility maintenance holes (manholes) or discharging from private overflow relief gullies (ORG). These relief mechanisms decrease the likelihood of sewage flooding the interior of buildings if properly built and maintained. The fall of land and placement of landscape features within a property must also be designed to ensure the overland flow path of sewage discharged from a sewer manhole or ORG does not pond in confined spaces, spill into habitable rooms, pools/ponds or flow into below ground carparks or basements. The overland flow path of a sewage discharge should be directed towards open spaces or roadways. It is the landholder s responsibility to ensure sewer manhole covers and ORG are not obstructed or made inaccessible. Figure 23 Discharge points for sewer surcharges 32 Icon Water Building Requirements

Contact details: iconwater.com.au Phone Icon Water: (02) 6248 3111 Option 1 Faults and emergencies (24 hour) Option 2 Account enquiries (8.00am 6.00pm Monday to Friday) Option 3 General enquiries and complaints (8.30am 5.00pm Monday to Friday) Postal address Icon Water GPO Box 366 Canberra City ACT 2601 Email talktous@iconwater.com.au Dial-Before-You-Dig Phone: 1100 Web address: www.1100.com.au Language assistance 13 14 50 24 hours