Strood Draft Action Plan Consultation Report Transforming Strood Town Centre Medway Council October 2016
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1 Star Hill to Sun Pier Conservation Area Appraisal Pre Consultation DRAFT August 2016
STAR HILL TO SUN PIER CONSERVATION AREA APPRAISAL Pre consultation draft Aug 2016 V5 1 Star Hill to Sun Pier Conservation Area Appraisal Pre consultation DRAFT August 2016 1 Introduction Page - 1.1 Purpose of the document 3 - 1.2 The Area 3 - 1.3 Planning Context 5 2 Location and topography 7 3 Historic development and archaeology - 3.1 Historic development 8 - 3.2 Archaeology 12 4 Views 13 5 The character of the conservation area East of the railway bridge (Chatham Intra) - 5.1 Character area 1: High Street 16 - 5.2 Character area 2: Historic Wharves 24 - 5.3 Issues and Opportunities 29 West of the Railway Bridge (St Margaret’s Banks and the High Street) - 5.4 Character Area 3: Rochester suburbs 33 - 5.5 Issues and Opportunities 39 6 Management Plan - 6.1 Introduction 40 - 6.2 Policies and actions 40 - 6.3 Boundary review 48 Appendix: Listed buildings within the conservation area 2 1. INTRODUCTION 1.1 Purpose of document Section 69 of the Planning (Listed Buildings and Conservation Areas) Act 1990 defines a conservation area as: 'an area of special architectural or historic interest, the character and appearance of which it is desirable to preserve or enhance’. The Star Hill to Sun Pier Conservation Area was designated a conservation area by the City Council of Rochester Upon Medway in 1995. This document is the first full appraisal of its special qualities since designation. By laying out what is important about the area, this appraisal will: 1) assist the Council and others in judging whether development proposals preserve or enhance the character or appearance of the area; and 2) help to ensure that the architectural and historic significance of the area is taken into account when considering development proposals. -
The Gibraltar Highway Code
P ! CONTENTS Introduction Rules for pedestrians 3 Rules for users of powered wheelchairs and mobility scooters 10 Rules about animals 12 Rules for cyclists 13 Rules for motorcyclists 17 Rules for drivers and motorcyclists 19 General rules, techniques and advice for all drivers and riders 25 Road users requiring extra care 60 Driving in adverse weather conditions 66 Waiting and parking 70 Motorways 74 Breakdowns and incidents 79 Road works, level crossings and tramways 85 Light signals controlling traffic 92 Signals by authorised persons 93 Signals to other road users 94 Traffic signs 96 Road markings 105 Vehicle markings 109 Annexes 1. You and your bicycle 112 2. Vehicle maintenance and safety 113 3. Vehicle security 116 4. First aid on the road 116 5. Safety code for new drivers 119 1 Introduction This Highway Code applies to Gibraltar. However it also focuses on Traffic Signs and Road Situations outside Gibraltar, that as a driver you will come across most often. The most vulnerable road users are pedestrians, particularly children, older or disabled people, cyclists, motorcyclists and horse riders. It is important that all road users are aware of The Code and are considerate towards each other. This applies to pedestrians as much as to drivers and riders. Many of the rules in the Code are legal requirements, and if you disobey these rules you are committing a criminal offence. You may be fined, or be disqualified from driving. In the most serious cases you may be sent to prison. Such rules are identified by the use of the words ‘MUST/ MUST NOT’. -
Scope of Services Template
November 2018 SCOPE OF SERVICES FOR FINANCIAL PROJECT ID(S). To Be Determined by Task Work Order Continuing Services Existing Roadway Condition Assessment Report (ERCAR) Development District-Wide Florida’s Turnpike Enterprise 1 PURPOSE ............................................................................................................................. 4 2 PROJECT DESCRIPTION ................................................................................................. 6 3 PROJECT COMMON AND PROJECT GENERAL TASKS....................................... 34 4 ROADWAY ANALYSIS ................................................................................................... 44 5 ROADWAY PLANS .......................................................................................................... 51 6A DRAINAGE ANALYSIS ................................................................................................... 52 6B DRAINAGE PLANS .......................................................................................................... 56 7 UTILITIES .......................................................................................................................... 57 8 ENVIRONMENTAL PERMITS, COMPLIANCE, AND ENVIRONMENTAL CLEARANCES .................................................................................................................. 61 9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS ............................................................................................................................................. -
Formalisation and Implementation of Road Junction Rules on an Autonomous Vehicle Modelled As an Agent
Formalisation and Implementation of Road Junction Rules on an Autonomous Vehicle Modelled as an Agent Gleifer Vaz Alves1[0000−0002−5937−8193], Louise Dennis2[0000−0003−1426−1896], and Michael Fisher2[0000−0002−0875−3862] 1 UTFPR - Universidade Tecnol´ogicaFederal do Paran´a- Brazil [email protected] 2 Department of Computer Science, Univ. Liverpool, UK fL.A.Dennis, [email protected] Abstract. The design of autonomous vehicles includes obstacle detec- tion and avoidance, route planning, speed control, etc. However, there is a lack of an explicitely representation of the rules of the road on an autonomous vehicle. Additionally, it is necessary to understand the be- haviour of an autonomous vehicle in order to check whether or not it works according to the rules of the road. Here, we propose an agent- based architecture to embed the rules of the road into an agent repre- senting the behaviour of an autonomous vehicle. We use temporal logic to formally represent the rules of the road in a way it should be possible to capture when and how a given rule of the road can be applied. Our contributions include: i. suggestion of changes in the rules of the road; ii. representation of rules in a suitable way for an autonomous vehicle agent; iii. dealing with indeterminate terms in the Highway Code. Keywords: Agent · Autonomous Vehicles · Temporal Logic · Rules of the Road. 1 Introduction Usually, the design of current control software in autonomous vehicle does not explicitely implement the rules of the road. Here, we propose an architecture, where an agent represents the behaviour of an autonomous vehicle and temporal logic is used to formally specify a subset from the rules of the road. -
Road Markings
Road Markings Sketch A [A] Painted Island Marking [E] Mandatory Direction Arrows [I] Guideline Listing Markings [B] Edge Line Marking [F] Lane Line Markings [J] Pedestrian Crossing Lines [C] Furcation Arrow Markings [G] Lane Reduction Arrow Markings [K] Channelizing Line Marking [D] Mandatory Direction Arrows [H] Lane Line Markings EXCLUSIVE PARKING BAY MARKINGS L (Loading Bay) F (Fire Fighting Vehicles) A (Ambulances) B (Busses) T (Taxis) MB (Mini-Busses) Pedestrian Crossing Line Yellow Island Marking Yield Road Marking Boundary and Lane Line Markings Block Pedestrian Crossing No Overtaking or Crossing Lines Bus Lane No Overtaking Line Markings Box Junction Mandatory Direction Arrows Ahead Mandatory Direction Arrows Escape Road Ahead No overtaking/crossing ahead Arrester Bed Ahead Information Arrow Information Arrow Increase in Number of Lanes Increase in Number of Lanes Increase in Number of Lanes Ahead Ahead Ahead Word Marking for additional Word Marking for additional Guidance Guidance Painted Island vehicle may not Painted Island vehicle may not cross or stop on this marking cross or stop on this marking No Stopping Line No Parking Line No Overtaking Line Q When you approach this road marking: Ans Stop before the line & drive on when it is safe to do so Q In Sketch A above - when you are driving & want to change lanes from G to H - you must.. Only change lanes when safe to do so. Switch your indicators on in time to show what you are going to do. Ans Use the mirrors of your vehicle to ensure that you know of other traffic. Q In this Sketch: Vehicle B must stop behind vehicle A Drive nearer if that vehicle has driven off stop immediately behind the Ans stop line & drive on when is safe to do so Q In Sketch A - Label B is pointing to.. -
Cedral Lap Vertical Construction Details New Zealand
Cedral Lap Vertical Construction Details New Zealand Table of contents General information 3 Ventilation 4 General components 5 Cedral Lap Vertical with timber batten construction 8 Cedral Lap Vertical with metal top hat construction 24 2 General information This document provides generic construction details for Cedral Lap façade systems to assist with the design of Cedral Lap façade. Construction details in this document have been independently certified for the purpose of compliance with Clause E2, External moisture, of the New Zealand Building Code within the scope of E2/VM1. The weatherproofing performance of any project specific detail or application that is different from or not included in the construction details of this document shall be evaluated by the project engineer or consultant. It is the responsibility of the project designer, architect and engineer to ensure that the information and construction details provided in this document are appropriate for the intended application. Cladding support frame and its connection to substructure shall be designed by the project engineer in accordance with the relevant standards. The support frame maximum deflection under the influence of load shall be limited to Span/250. The support frame, fixings, flashings and the like shall be of adequate corrosion resistance appropriate to the corrosivity category of the project location. Non-proprietary flashings and capping shall be designed with respect to project wind loading, relevant standards and regulations. This document is not designed to serve as an installation guide, and is intended to be used in conjunction with other relevant technical and installation documents. Construction details contained in this document are not to a specific scale, and are for illustration purposes only. -
The Rochester Bridge Trust and the Royal Engineers
The Rochester Bridge Trust and the Royal Engineers: The Explosive Case of Colonel Sandham and the Demolition of Rochester Bridge The Rochester Bridge Trust The first bridge at Rochester was built by the Romans soon after the invasion of 43 AD. During the early Middle Ages, the parishes, manors, and estates surrounding Rochester shared the responsibility by ancient custom for repairing and maintaining the bridge. In 1381, the River Medway froze solid, and when the ice melted in February, the combined pressure of flood waters and ice carried away “the great part of the bridge.” A new stone bridge was built between 1387 and 1391 by Sir Robert Knolles and Sir John de Cobham, the founders and benefactors of the Rochester Bridge Trust, which was established by Richard II in 1399 to maintain the bridge. The medieval bridge remained in use for centuries, until the cost of maintenance and the increased road and river traffic led to its eventual replacement in 1856 by an elegant cast iron structure designed by Sir William Cubitt. As the new Victorian bridge neared completion, the Wardens and Assistants began to plan for the demolition of the old medieval bridge that had crossed the river for over 465 years. The heavy stone arches and stone piers of the medieval bridge rested on huge protective platforms called starlings, consisting of hundreds of piles driven into the riverbed, packed with chalk, and covered with elm planking. Particularly at low tide the massive structure of the medieval starlings and stonework severely restricted river traffic in contrast to the graceful, open structure of the new cast iron bridge. -
Rules of Harris County, Texas
RULES OF HARRIS COUNTY, INCLUDING THE HARRIS COUNTY TOLL ROAD AUTHORITY, A DIVISION OF HARRIS COUNTY, AND THE HARRIS COUNTY FLOOD CONTROL DISTRICT FOR THE CONSTRUCTION OF FACILITIES WITHIN HARRIS COUNTY AND THE HARRIS COUNTY FLOOD CONTROL DISTRICT RIGHTS-OF-WAY JOHN R. BLOUNT, P.E. HARRIS COUNTY ENGINEER GARY K. TRIETSCH, P.E. HCTRA EXECUTIVE DIRECTOR RUSSELL A. POPPE, P.E. EXECUTIVE DIRECTOR - FLOOD CONTROL DISTRICT Formatted: Normal, Left, Border: Top: (No border), Bottom: (No border), Left: (No border), Right: (No border) Formatted: Font: (Default) Courier New, Not Bold, Not Expanded by / Condensed by 1 AS AMENDED: EFFECTIVE: 2 I N D E X SECTION 1 AUTHORITY SECTION 2 JURISDICTION SECTION 3 PURPOSE SECTION 4 CONSTRUCTION OF RULES SECTION 5 DEFINITIONS SECTION 6 RIGHT-OF-ENTRY TO COUNTY OR HCFCD ROW SECTION 7 CONSTRUCTION DRAWING SUBMITTALS SECTION 8 TRAFFIC CONTROL SECTION 9 SEALING OF CONSTRUCTION DRAWINGS SECTION 10 CERTIFICATES, FEES AND BONDS SECTION 11 EMERGENCY REPAIRS SECTION 12 INTERFERENCE WITH USE OF THE ROW SECTION 13 TRENCHING SECTION 14 USE OF THE ROADWAY SECTION 15 NOTIFICATION PRIOR TO WORK SECTION 16 UTILITIES SECTION 17 UTILITY POLES SECTION 18 PERMANENT UTILITIES SECTION 19 HIGH PRESSURE PIPELINES SECTION 20 EXCAVATION AND BACKFILL SECTION 21 PAVING SECTION 22 MONUMENTS SECTION 23 SOIL BORING AND MONITORING WELL REQUIREMENTS SECTION 24 DAMAGE TO HARRIS COUNTY OR HCFCD ROW SECTION 25 VEGETATION MANAGEMENT SECTION 26 LIABILITY SECTION 27 VARIANCES SECTION 28 CONSTRUCTION PER DRAWINGS SECTION 29 INSPECTIONS SECTION 30 -
Sheet 5 of 5
DEPARTMENT SHEET OF 5 OF TRANSPORT © N a t i o n a l D e p a r t m e n t o f Tr a n s p o r t , 2 0 0 0 5 2 0 0 0 REGULATORY SIGNS Control signs R 1 Stop sign R226 Midibus prohibited sign R341 Tram stop reservation sign TRAFFIC SIGNALS R 1 . 1 S t o p s i g n R227 Bus prohibited sign R342 Bus & tram reservation sign Standard traffic signal faces (S1-S15) Steady “red man” signal R 1 . 2 Stop/Yield R228 Delivery vehicle prohibited sign R343 Bus & tram lane reservation sign Steady red disc Indicates to pedestrians to remain stationary on the sidewalk R 1 . 3 3 -Wa y s t o p s i g n R229 Goods vehicle prohibited sign R344 Bus & tram lane reservation begins sign Stop vehicle behind line until green signal is displayed, then until a “green man “ signal is displayed R 1 . 4 4 -Wa y s t o p s i g n R230 Goods vehicle over indicated GVM prohibited sign R345 Bus, minibus & tram reservation sign proceed with caution R 1 . 5 S t o p / G o s i g n R231 Construction vehicle prohibited sign R346 Bus, minibus & tram lane reservation sign Flashing “red man” signal indicates to pedestrians R 2 Y i e l d s i g n R232 Vehicle conveying dangerous goods prohibited sign R347 Bus, minibus & tram lane reservation begins sign Flashing red disc signal 1 who have not yet started to cross road to remain R 2 . -
313-Warren-20-2055 with Addenda
eProposal Jan-2009 CALL NO. 313 CONTRACT ID. 202055 WARREN COUNTY FED/STATE PROJECT NUMBER FD05 114 031W 014-017 DESCRIPTION LOUISVILLE ROAD (US 31W) WORK TYPE ASPHALT SURFACING ULTRA THIN PRIMARY COMPLETION DATE 9/30/2020 LETTING DATE: February 21,2020 Sealed Bids will be received electronically through the Bid Express bidding service until 10:00 am EASTERN STANDARD TIME February 21,2020. Bids will be publicly announced at 10:00 am EASTERN STANDARD TIME. NO PLANS ASSOCIATED WITH THIS PROJECT. DEFERRED PAYMENT REQUIRED BID PROPOSALUNOFFICIAL GUARANTY: Not less than 5% of the total bid. WARREN COUNTY Contract ID: 202055 FD05 114 031W 014-017 Page 2 of 54 TABLE OF CONTENTS PART I SCOPE OF WORK · PROJECT(S), COMPLETION DATE(S), & LIQUIDATED DAMAGES · CONTRACT NOTES · STATE CONTRACT NOTES · DEFERRED PAYMENT · NATIONAL HIGHWAY · SURFACING AREAS · ASPHALT MIXTURE · INCIDENTAL SURFACING · COMPACTION OPTION B · SPECIAL NOTE(S) APPLICABLE TO PROJECT · LIQUIDATED DAMAGES · AWARD OF CONTRACT · ASPHALT MIX PAVEMENT WEDGE MONOLITHIC OPERATION · EDGE KEY (BY LINEAR FEET) · TYPICAL SECTION DIMENSIONS · TRAFFIC CONTROL PLAN 4 LANE · SKETCH MAP(S) · SUMMARY SHEET(S) · TYPICAL SECTION(S) PART II SPECIFICATIONS AND STANDARD DRAWINGS · SPECIFICATIONS REFERENCE · SUPPLEMENTAL SPECIFICATION · [SN-1I] PORTABLE CHANGEABLE SIGNS · 2016 STANDARD DRAWINGS THAT APPLY PART III EMPLOYMENT, WAGE AND RECORD REQUIREMENTS · LABOR AND WAGE REQUIREMENTS · EXECUTIVE BRANCH CODE OF ETHICS · KENTUCKY EQUAL EMPLOYMENT OPPORTUNITY ACT OF 1978 LOCALITY / STATE · PROJECT WAGE -
Excavation Application
APPLICATION TO EXCAVATE IN PUBLIC RIGHT-OF-WAY DATE: APPLICANT NAME: ADDRESS : CONTACT NUMBER : EMAIL : CONTRACTOR INFORMATION: CONTRACTOR NAME: LOCATION / ADDRESS : CONTACT PERSON : CONTACT NUMBER : PROPOSED WORK: ESTIMATED START DATE: ESTIMATED COMPLETION DATE: LOCATION / ADDRESS : PURPOSE OF WORK: REPAIR REPLACE CABLE INSTALL CUT OFF TELECOMMUNICATIONS OTHER DESCRIBE: I HAVE READ AND REVIEWED THE ATTACHED ORDINANCE # 2018-6 DATE: Permit Fees payable to: Town of Osgood SIGNATURE: 147 West Ripley Street Osgood , IN 47037 FOR OFFICE USE ONLY : PERMIT APPROVED BY: APPROVED DENIED DATE RECEIVED: STEVE WILHOIT GAS / STREET SUPERINTENDENT PERMIT NUMBER : FEES COLLECTED: TONY WOOD WATER / SEWER SUPERINTENDENT ORDINANCE NO. 2018-6 AN ORDINANCE ESTABLISHING CUT PERMITS FOR PUBLIC WAY AND RESTORATION OF PUBLIC WAY WHEREAS, the Town of Osgood, Indiana, has determined that it is in the best interest of the town to adopt an ordinance to provide for the method and manner of construction, repair, replacement, of utilities and driveways within the streets or street ROW's of the town and provide for the method and manner of allocating the cost there of: NOW THEREFORE, BE IT HEREBY ORDAINED BY THE TOWN COUNCIL FOR THE TOWN OF OSGOOD, INDIANA, TITLE IX, CHAPTER 94, OF THE TOWN OF OSGOOD, INDIANA CODE OF ORDINANCES, IS ESTABLISHED AS FOLLOWS: 94.01 GENERAL PROVISIONS. It shall be unlawful to occupy areas along, under, upon, and across the streets, highways, or other public property within the Town of Osgood, Indiana, without having first fully complied with the provisions of this subchapter. 94.02 NEW INSTALLATIONS. No person or entity, including a public or private utility, may install or maintain any cable, wire, conduits, or other attachments or equipment over, on or under any such location, unless and until a permit for such installation shall have first been obtained from the Town. -
GPR and Insar Techniques
Health Monitoring of Masonry Arch Bridges by Integration of GPR and InSAR Techniques Valerio Gagliardi1, Luca Bianchini Ciampoli1, Fabio Tosti2, Andrea Benedetto1, Amir M. Alani2 1Department of Engineering, Roma Tre University, Via Vito Volterra 62, 00146, Rome, Italy 2School of Computing and Engineering, University of West London (UWL), St Mary's Road, Ealing, London Health Monitoring of Masonry Arch Bridges by Integration of GPR and InSAR Techniques 1. Introduction By looking at the amount of funds allocated on maintenance of transport infrastructures and bridges, it is evident that there is a NEED FOR OPTIMISING THE MAINTENANCE ACTIVITIES The major challanges are represented by: ➢ Multiple sources of damage ➢ Different required inspection accuracy ➢ General lack of network-scale monitoring techniques ➢ Lack of integrated solutions the Old Aylesford Bridge in Kent, UK – a 13th century bridge, crossing the river Medway Health Monitoring of Masonry Arch Bridges by Integration of GPR and InSAR Techniques •2. Aims & Objectives Aims & Evaluating the effectiveness of the integration of InSAR and GPR methodologies for monitoring Objectives linear transport infrastructures, Masonry Arch Bridges Methodology: Integration of information Non-destructive testing (NDT) InSAR Satellite Remote-Sensing ground based techniques InSAR: Synthetic Aperture GPR: Ground Penetrating Radar Interferometry Radar «Data Fusion» - Advantages of an integrated approach ➢ Flexibility of the analysis (multi-resolution) ➢ Full knowledge of the asset condition GPR ➢ Assessment