Building and Roofing Stone Mineral Planning Factsheet
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Old Market Character Appraisal Is Available Deadline of 21 February 2008
Conservation Area 16 Old Market Character Appraisal July 2008 www.bristol.gov.uk/conservation SA Hostel WINSFORD STREET FROME BRIDGE 1 PH 32 8 THRISS 26 to 30 E ET 24 2 LLST Old Market Convervation Area 1 2 20 R WADE STREET STRE 1 7 EET 3 Works N HA L AN Mm STREET 14 EST 8 Car Park LTTLE 6 7 RIVER STREET 2.0m 17 City Business Park 3 6 PH 15 to 11 Boundary of Conservation Area 20 PH 10 PH St Nicholas Church St Nicholas PH E STREET Church l Sub Sta Unive GP 1to32 Ho St Nicholas Lawford's G te TLE ANN usersal House 6 1 LIT Library 1to o15 DS GATE Lawford 11 t E Gate WADE STREE A WFOR T 1to18 D Wessex House 13 46 The Old Vica ge 59 4m ta 5 Car Park T 5 50 PH El T 16 City Business Park ub S 16 STREET S 18 19 PH RIVER INGTON ROAD 17 15 1 ELL NSTREET 1to22 W to 3 1 loucester 11 G House GREAT GEORGE STREE Somerset rence House GREAT AN 1to22 Ca TEMPLE WAY H Po ts o use TRINITY ROAD o44 (Community Centre) Friends Meeting TRINITY WALK House EY TCB 1t ERSL Telephone Exchange 1to17 41 ANE El Sub S Holy Trinity TCB to 48 Church Bristol City Mission Tyndall House 1to44 Po ice Station BRICK STREET Police Station 1to CLARENCE ROAD 1 17 22 20 9 Warehouse PH Jude St Coach and Horse 1to40 (PH) 8 E h Ves The 8 2 CLOS 1 sHo 85 1to2 HAYES 8 2 Warehouse 1 St Matthias try 23 25 81 ST MATTHIAS PARK 2 cel 6 1to 12 LANE E Subta 28 Th 90 41 S 40 (PH) 5 Cha 19 39 BRAGG'S 88 he Nave 75 86 3 21 T ER LANE TCB 84 7 T The LB 82 House 8 1 ES Old 1 The Tow r 0 78 Tannery30 UC St Matthias 51a 2 Guild 65 Heritage 16 Park GLO 1 7 12 29 5 7 0 t 3 o 31 62 5 6 495 2 4 10 18 33 -
Stone Veneer Mortar High Strength, Polymer Modified Mortar
STONE VENEER MORTAR HIGH STRENGTH, POLYMER MODIFIED MORTAR DESCRIPTION: STONE VENEER MORTAR is polymer modified PLACEMENT: mortar designed to provide a high performance bond for veneer 1. Apply STONE VENEER MORTAR at approximately 3/8”-1/2” units to base surfaces. thick to the lath and surface. Before the mortar begins to harden, scratch or scarify the mortar surface with the appropri- USES: STONE VENEER MORTAR is ideal for grouting and placing ate scratching tool. thin clay brick, natural or artificial stone veneer units. It is de- 2. Trowel a thin layer on the scratch, brown or substrates, as signed to be cohesive with excellent workability and superior well, apply a thick layer of mortar to the back of each stone. bond strength. STONE VENEER MORTAR will create an aestheti- 3. Place and press the stone into place and allow the mortar to cally pleasing, non load bearing, exterior or interior stone veneer squeeze out around edges. In certain applications, the use of finished wall. temporary shims is needed between the stones until the mor- STONE VENEER MORTAR can be used as a: tar sets. This is to maintain even spacing between the stones. scratch or brown coat 4. After placing the stone and the mortar has set to thumb print bond coat hard (approximately 1 hour), remove the shims. Use a grout joint fill grout bag or pointing trowel to fill in joints where additional mortar is needed. ADVANTAGES: STONE VENEER MORTAR offers the fol- 5. Using a metal jointing tool, compact and seal edges around lowing advantages: stone and rake out excess mortar. -
Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia
University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 1990 Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia Kathryn Marit Sather University of Pennsylvania Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Sather, Kathryn Marit, "Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia" (1990). Theses (Historic Preservation). 307. https://repository.upenn.edu/hp_theses/307 Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Sather, Kathryn Marit (1990). Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/307 For more information, please contact [email protected]. Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia Disciplines Historic Preservation and Conservation Comments Copyright note: Penn School of Design permits distribution and display of this student work by University of Pennsylvania Libraries. Suggested Citation: Sather, Kathryn Marit (1990). Granite Deterioration in the Graveyard of Saint James the Less, Philadelphia. (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This thesis or dissertation is available at ScholarlyCommons: https://repository.upenn.edu/hp_theses/307 UNIVERSITVy PENNSYLVANIA. UBKARIES GRANITE DETERIORATION IN THE GRAVEYARD OF SAINT JAMES THE LESS, PHILADELPHIA Kathryn Marit Sather A THESIS in The Graduate Program in Historic Preservation Presented to the faculties of the University of Pennsylvania in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE 1990 Samuel Y. -
Determination of the Braking Factor in Bench Blasting for Dimension Stone Production: a Case Study of Crushed Rock Industry
DOI: http://dx.doi.org/10.4314/gjer.v12i1.10 GLOBAL JOURNAL OF ENGINEERING RESEARCH VOL 12, 2013: 85-92 COPYRIGHT© BACHUDO SCIENCE CO. LTD PRINTED IN NIGERIA. ISSN 1596-292x 85 www.globaljournalseries.com; [email protected] BENCH BLASTING DESIGN FOR OPTIMUM RECOVERY OF BLOCKS IN DIMENSION STONE QUARRIES: A CASE STUDY OF CRUSHED ROCK INDUSTRY, SUPARE-NIGERIA MUYIDEEN ALADE SALIU AND SHAIB ABDULAZEEZ SHEHU (Received 25, August 2011; Revision Accepted 28, March 2013) ABSRTACT Dimension stone quarry is believed to be type of mining operation that always result to low recovery since what is expected from the extracting operation is a cubical block with no fracture. It is noticed that majority of the damage in the natural blocks are always from poor extraction method. In aggregate quarry, series of work have been done on powder factor that gives economical blasting. In this research work, breaking factor is used in place of powder factor since breaking is required not powder. The aim of this research work is to establish a standard breaking factor for bench blasting in dimension quarries that will improve recovery. Two cases were considered. In case 1, gun powder is used for basal cutting. Of the seven patterns considered, pattern3 gives highest recovery (70%) with breaking factor of 23.15g/m3 (i.e. 5kg of Gun powder for (6 by 6 by 6) m bench design). In the case 2, dynacord is used for basal cutting. Of the four patterns considered, pattern 2 gives highest recovery (55%) with breaking factor of 15g/m3 ( i.e. 3.24kg of explosive for (6 by 6 by 6) m bench design. -
Murder-Suicide Ruled in Shooting a Homicide-Suicide Label Has Been Pinned on the Deaths Monday Morning of an Estranged St
-* •* J 112th Year, No: 17 ST. JOHNS, MICHIGAN - THURSDAY, AUGUST 17, 1967 2 SECTIONS - 32 PAGES 15 Cents Murder-suicide ruled in shooting A homicide-suicide label has been pinned on the deaths Monday morning of an estranged St. Johns couple whose divorce Victims had become, final less than an hour before the fatal shooting. The victims of the marital tragedy were: *Mrs Alice Shivley, 25, who was shot through the heart with a 45-caliber pistol bullet. •Russell L. Shivley, 32, who shot himself with the same gun minutes after shooting his wife. He died at Clinton Memorial Hospital about 1 1/2 hqurs after the shooting incident. The scene of the tragedy was Mrsy Shivley's home at 211 E. en name, Alice Hackett. Lincoln Street, at the corner Police reconstructed the of Oakland Street and across events this way. Lincoln from the Federal-Mo gul plant. It happened about AFTER LEAVING court in the 11:05 a.m. Monday. divorce hearing Monday morn ing, Mrs Shivley —now Alice POLICE OFFICER Lyle Hackett again—was driven home French said Mr Shivley appar by her mother, Mrs Ruth Pat ently shot himself just as he terson of 1013 1/2 S. Church (French) arrived at the home Street, Police said Mrs Shlv1 in answer to a call about a ley wanted to pick up some shooting phoned in fromtheFed- papers at her Lincoln Street eral-Mogul plant. He found Mr home. Shivley seriously wounded and She got out of the car and lying on the floor of a garage went in the front door* Mrs MRS ALICE SHIVLEY adjacent to -• the i house on the Patterson got out of-'the car east side. -
Bath City-Wide Character Appraisal
Bath and North East Somerset Planning Services Bath City-wide Character Appraisal Supplementary Planning Document Adopted 31 August 2005 Bath City-wide Character Appraisal Contents 1 Introduction 4 2 Designations that Demonstrate the Significance of Bath 4 3 Aims, Objectives and Methodology 5 4 Using the Bath City-wide Character Appraisal 5 5 Cultural and Historical Development of Bath 6 6 The Character of Bath 12 6.1 Landscape, Setting and Views 12 6.2 Influence of River Avon 13 6.3 High Quality Architecture and Urban Design 14 6.4 Height and Scale 16 6.5 Materials 18 6.6 Perceptual and Cultural Influences on the Character of Bath 19 7 Character Areas Location Map of the Bath City-wide Character Areas 21 Area 1: Weston 22 Area 2: Weston Park, Sion Hill and Upper Lansdown 26 Area 3: Fairfield Park and Larkhall 30 Area 4: Newbridge (north) Combe Park and Lower Weston (north) 34 Area 5: Lower Lansdown and Camden 38 Area 6: Grosvenor and Lambridge 42 Area 7: Brassmill Lane, Locksbrook and Western Riverside 46 Area 8: City Centre 50 Area 9: Bathwick 54 Area 10: Widcombe and the Kennet and Avon Canal 58 Area 11: Bathampton 62 Area 12: Twerton, Whiteway, Southdown and Moorlands 66 Area 13: Bear Flat and Oldfield Park 72 Area 14: Pulteney Road 76 Area 15: North Road and Cleveland Walk 80 Area 16: Bathampton Slopes 80 Area 17: Beechen Cliff and Alexandra Park 86 Bath City-wide Character Appraisal Area 18: Entry Hill, Perrymead and Prior Park 90 Area 19: Bathampton Down and Claverton Down 94 Area 20: Odd Down 98 Area 21: Foxhill 102 Area 22: Combe Down 106 8 Rural Fringes Rural Fringe: North of Bath 110 Rural Fringe: West of Bath 114 Rural Fringe: East and South East of Bath 118 Rural Fringe: South of Bath 122 Appendix 1: Earlier Studies Used to Inform the Bath City-wide Character Appraisal 126 Appendix 2: Survey Sheet 127 Notes 130 Bibliography 131 Bath City-wide Character Appraisal 1 Introduction 1.1 Bath has evolved over time in response to political, social and economic conditions and continues to evolve to this day. -
Hartham PSS V3 MW
HANSON UK HARTHAM BATH STONE MINE, CORSHAM NEW MINE ENTRANCE AND ANCILLARY SURFACE FACILITIES Construction of an inclined mine entrance from the surface into existing permitted mine workings, construction of ancillary surface facilities including access to highway, offices, workshop, covered storage, open storage, landscaping and restoration PLANNING SUPPORTING STATEMENT JANUARY 2015 Wardell Armstrong Sir Henry Doulton House, Forge Lane, Etruria, Stoke-on-Trent, ST1 5BD, United Kingdom Telephone: +44 (0)845 111 7777 Facsimile: +44 (0)845 111 8888 www.wardell-armstrong.com DATE ISSUED: January 2015 JOB NUMBER: ST13466 ELECTRONIC REFRENCE: REPORT NUMBER: RPT-010 HANSON UK HARTHAM BATH STONE MINE, NEW MINE ENTRANCE PLANNING SUPPORTING STATEMENT December 2014 PREPARED BY: David Bridgwood Technical Director APPROVED BY: Mike Walker Technical Director This report has been prepared by Wardell Armstrong LLP with all reasonable skill, care and diligence, within the terms of the Contract with the Client. The report is confidential to the Client and Wardell Armstrong LLP accepts no responsibility of whatever nature to third parties to whom this report may be made known. No part of this document may be reproduced without the prior written approval of Wardell Armstrong LLP. ENERGY AND CLIMATE CHANGE ENVIRONMENT AND SUSTAINABILITY INFRASTRUCTURE AND UTILITIES Wardell Armstrong is the trading name of Wardell Armstrong LLP, Registered in England No. OC307138. LAND AND PROPERTY MINING AND MINERAL PROCESSING Registered office: Sir Henry Doulton House, Forge Lane, Etruria, Stoke-on-Trent, ST1 5BD, United Kingdom MINERAL ESTATES AND QUARRYING UK Offices: Stoke-on-Trent, Birmingham, Cardiff, Carlisle, Edinburgh, Greater Manchester, London, Newcastle upon Tyne, Penryn, Sheffield, Truro, West Bromwich. -
CONTRACT- DE-14: Design, Supply, Installation, Testing
CONTRACT- DE-14: Design, Supply, Installation, Testing and Commissioning of 25 kV Overhead Equipment (OHE), 33 kV Auxiliary Power Supply for elevated section of Line-7 Ext. (Maujpur to Majlispark) and Augmentation works of Mukundpur depot of Delhi Metro MRTS Phase-IV. Addendum No.–4 (SUMMARY SHEET) Clause S. No. Document Reference In place of Please read as Remarks 1 Vol.1 NIT Key Details Page 3R1 of 19 Page 3R2 of 19 Key dates Modified 2 Vol.1 NIT Key Details Page 4R1 of 19 Page 4R2 of 19 Key dates Modified Clause 1.1.3.1 3 Vol.1 NIT Page 7R of 19 Page 7R1 of 19 Clause Modified vii b. Page 11R of 19 Page 11R1 of 19 4 Vol.1 NIT Clause 1.1.3.2 & & Clause Modified Page 12R of 19 Page 12R1 of 19 Clause 11.3 Sub- Correction slip no.2 5 Vol.2 GCC - - Clause added 11.3.1 Schedules 1 to 9 of Schedules SCC Replaced with 6 Vol.2 SCC 1 to 9 of - - Revised Schedule 1 to SCC 9 of SCC, Rev.01 as enclosed. Appendix-2D Replaced with Vol.4 Chapter-3 Page 4 of 142 Revised Appendix-2D 7 Particular Interface to - Interface Management Specification Appendix-2D Page 50 of 142 Document (Corrected upto 22.02.2021)as enclosed. Vol.4 Chapter-11A Page 5 of 50 Page 5R of 50 8 Particular Clause Modified Clause 1.3.1 Specification Pre-Bid clarifications has been added along with the 9 Pre-Bid Clarifications Addendum-4 NOTICE INVITING TENDER (NIT) (e-Tender) 1.1 GENERAL 1.1.1 Name of Work Delhi Metro Rail Corporation Ltd. -
1993 112 Kentish Rag and Other Kent Building Stones Worssam.Pdf
http://kentarchaeology.org.uk/research/archaeologia-cantiana/ Kent Archaeological Society is a registered charity number 223382 © 2017 Kent Archaeological Society KENTISH RAG AND OTHER KENT BUILDING STONES BERNARD C. WORSSAM and TIM TATTON-BROWN The name Kentish Rag, or Ragstone, suggests a building stone suitable only for rough walling purposes, a view expressed, for example, by Howe (1910, 264), who wrote of Kentish Rag: 'It has been extensively used in churches in the Home Counties in the form of random and coursed work; it cannot be dressed . .' From earlier periods than Howe's time of writing there are, however, many examples of dressed stonework as well as of ashlar and window tracery in Kentish Rag. It is one purpose of this paper to draw attention to the varied ways in which the stone has been used from time to time. Kentish Rag varies in lithology along its outcrop, such that it is possible in the case of many buildings to deduce the location from which their stone has been derived. Certain Middlesex churches (Robinson and Worssam 1990) provide instances. The paper, therefore, starts with an account of the geology of Kentish Rag. Descriptions are also included of three types of stone with some resemblance to Kentish Rag: the well-known Reigate stone, from Surrey; Folkestone stone, which is rarely recognised as a building stone; and Thanet Beds sandstone from east Kent, so little regarded that it has no familiar local name. THE GEOLOGY OF KENTISH BUILDING STONES Kentish Rag occurs in the Hythe Beds formation, which is part of the Lower Greensand, a group of formations of Lower Cretaceous age (see Table 1). -
Somerset Geology-A Good Rock Guide
SOMERSET GEOLOGY-A GOOD ROCK GUIDE Hugh Prudden The great unconformity figured by De la Beche WELCOME TO SOMERSET Welcome to green fields, wild flower meadows, farm cider, Cheddar cheese, picturesque villages, wild moorland, peat moors, a spectacular coastline, quiet country lanes…… To which we can add a wealth of geological features. The gorge and caves at Cheddar are well-known. Further east near Frome there are Silurian volcanics, Carboniferous Limestone outcrops, Variscan thrust tectonics, Permo-Triassic conglomerates, sediment-filled fissures, a classic unconformity, Jurassic clays and limestones, Cretaceous Greensand and Chalk topped with Tertiary remnants including sarsen stones-a veritable geological park! Elsewhere in Mendip are reminders of coal and lead mining both in the field and museums. Today the Mendips are a major source of aggregates. The Mesozoic formations curve in an arc through southwest and southeast Somerset creating vales and escarpments that define the landscape and clearly have influenced the patterns of soils, land use and settlement as at Porlock. The church building stones mark the outcrops. Wilder country can be found in the Quantocks, Brendon Hills and Exmoor which are underlain by rocks of Devonian age and within which lie sunken blocks (half-grabens) containing Permo-Triassic sediments. The coastline contains exposures of Devonian sediments and tectonics west of Minehead adjoining the classic exposures of Mesozoic sediments and structural features which extend eastward to the Parrett estuary. The predominance of wave energy from the west and the large tidal range of the Bristol Channel has resulted in rapid cliff erosion and longshore drift to the east where there is a full suite of accretionary landforms: sandy beaches, storm ridges, salt marsh, and sand dunes popular with summer visitors. -
Contractor License Definitions
Sec. 3-2-1. - Definitions. (a) General. As used in this chapter, "the board" will mean construction industry license board, and the following words and terms shall have meanings as found in F.S. section 489.105: certificate, certified contractors, contractor, contracting, air conditioning contractors (class A), air conditioning contractors (class B), air conditioning contractors (class C), building contractors, general contractors, mechanical contractors, plumbing contractors, residential contractors, roofing contractors, sheet metal contractors, commercial swimming pool/spa contractors, residential swimming pool/spa contractors, maintenance swimming pool/spa contractors, underground utility and excavation contractors, specialty contractors, primary qualifying agent, secondary qualifying agent, registered contractors, and registration. The term electrical contractor shall have the meaning as found in F.S. section 489.505. (b) Journeyman electrician means any person qualified to perform work in the electrical trade while employed and supervised by a master electrician and who is licensed under the provisions of this chapter. All electricians, whether master or journeyman will be issued cards indicating the type of license held and will be required to exhibit them upon the request of the building official, building inspectors or code compliance officers. (c) Local specialty contractors: Local specialty contractors are engaged in, but not necessarily limited to, one (1) or more of the following trades: (1) Acoustical and insulation contractors are those who are qualified to install, maintain, repair, alter, or extend any insulation primarily installed to prevent loss or gain of heat from rooms or buildings. They are also those who are qualified to install, maintain, repair, alter, or extend any insulation primarily installed to prevent loss or gain of heat from internal or external sources in pipes, vessels, ducts, or built-up refrigerated boxes or rooms. -
Denselement® Barrier System and NFPA 285 Acceptance Criteria
DensElement® Barrier System and NFPA 285 Acceptance Criteria Current and past building codes have generally required combustible water resistive barriers (WRBs) to be tested for compliance with NFPA 285 acceptance criteria. In 2018, IBC section 1402.5 was modified to clarify that “water-resistive barrier flashings and accessories at other locations, including through wall flashings shall not be considered part of the water resistive barrier” for purposes of the NFPA 285 testing requirement. Within the DensElement® Barrier System, the DensElement® Sheathing is noncombustible (per ASTM E136), and the DensDefy™ Liquid Flashing is the water-resistive barrier flashing that is no longer considered a part of the water-resistive barrier for purposes of the NFPA testing requirement under IBC section 1402.5. Thus, with this change, DensElement® Barrier System should be considered a non-combustible WRB, and the NFPA testing requirements in IBC Section 1402.5 for combustible water-resistive barriers should not be applicable, as DensElement® Sheathing is exempt from NFPA assembly testing under the 2018 IBC. However, not all jurisdictions have adopted the 2018 IBC. In those cases, the following tables list wall assemblies featuring DensElement® Barrier System that are included in NFPA 285 engineering evaluations. Brick, Natural Stone, Artificial Stone Priest & Associates Manufacturer Cladding Notes Project # reference Brick 10261K, Revision 4 Stucco 10261K, Revision 4 Limestone 10261K, Revision 4 Terracotta 10261K, Revision 4 Natural Stone Veneer 10261K,