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2011 '10' Mile TT - J10/1 (Chapel By-Pass)
Sett Valley Cycles is the High Peaks premier lightweight stockist 9 Union Road, New Mills, High Peak, Telephone (01663) 742 629 [email protected] Promoted for and on behalf of Cycling Time Trials under their Rules and Regulations 2011 '10' Mile TT - J10/1 (Chapel by-pass) Sunday 26th June 2011 Course HQ -Dog and Partridge Pub, Bridgemont, Whaley Bridge, High Peak, Derbyshire, SK23 7PB Event Promoter – Cian O’Leary, c/o Sett Valley Cycles, 9 Union Road, New Mills, SK22 3EL – 07594 845473 Timekeepers - Judith Soden & Tony Millington Prize List: (Prizes have been kindly donated by Sam Clark at Sett Valley Cycles) 1st - £18 plus - pair of Bio Racer Gloves 4th - £5.00 – Retro Mavic Cap 2nd - £12 plus - pair of BBB Winter Gloves 3rd - £10 plus a pair of BBB Winter Gloves Lantern Rouge – Bio Racer Cap In the interest of safety, Cycling Time Trials and the event promoters STRONGLY advise you to wear a HARD SHELL HELMET that meets with an internationally accepted standard. In accordance with Regulation 15, ALL JUNIOR competitors must wear protective HARD SHELL HELMETS. It is recommended that a working rear light, either flashing or constant is fitted to the machine in a position visible to following road users and is active whilst the machine is in use Course : J10/1 - 10 Miles Start in the lay-by on the A6 approximately 2.5 miles from the HQ heading towards Buxton. Proceed east to Boden Lane island (Chapel roundabout) Turn and retrace, heading west along the A6 to Bridgemont island (Whaley Bridge roundabout) Turn and head east back to Boden Lane island. -
Block Roads/ Pavings 110/115 Conventional Concrete Block Paving Overlay
The product information below is from the NBS Plus library of product clauses offered in NBS specification products. It has been created by NBS for Acheson & Glover Ltd. The clause is authored in NBS format and is intended for inclusion in project specifications. The clause can be copied and pasted into your project specification document. Please note that NBS product guidance is not a replacement for the manufacturer's literature and it is recommended that Acheson & Glover Ltd be consulted before specifying SPECIFICATION FOR SLAB/BRICK/SETT/COBBLE PAVINGS SECTION Q24/Q25 Q24 INTERLOCKING BRICK/ BLOCK ROADS/ PAVINGS 110/115 CONVENTIONAL CONCRETE BLOCK PAVING OVERLAY To be read with Preliminaries/General conditions. GENERALLY 120 UN-BOUND SUB BASE DETAIL (To be considered in event of services etc. requiring access) Granular sub-base: Highways Agency Specification for Highway Works Type 1. - Thickness: 120mm to 150mm. Base/ bedding: 3mm bedding grit or to engineers detail - Thickness: 50mm. Paving units: As detailed below 120 BOUND SUB BASE DETAIL (Pedestrian, Vehicular traffic and Services allowed for) CBM sub-base: Highways Agency Specification for Highway Works. - Thickness: 120mm to 150mm reinforced concrete slab Base/ bedding: BS 7533 recommended pure hydraulic bedding mortar which must include up to 70% crushed igneous rock, free of polymer & resin. Flexural strength 7N/mm2 - Thickness: 40mm. (can be 30mm to 70mm depending on engineer detail) Refer to Alan Smyth Consultancy 00353 86 1730156 Design Standard: BS 7533-1:2001 (Heavy Traffic) or BS 7533-2:2001 (Light Traffic) Laying Standard: BS 7533-3:2005 390 UNBOUND PAVING JOINTING MATERIAL Standard: To BS 7533-4, Kiln dried jointing material brushed to joints of paving. -
Courtenay House 16 Esplanade Road, Pentire Headland, Newquay, Cornwall
COURTENAY HOUSE 16 ESPLANADE ROAD, PENTIRE HEADLAND, NEWQUAY, CORNWALL COURTENAY HOUSE 16 ESPLANADE ROAD, PENTIRE HEADLAND, NEWQUAY, CORNWALL Located directly beside the internationally renowned Fistral surfing beach. A truly exceptional, contemporary coastal residence with over 5,000sq.ft. of beautifully proportioned accommodation. Commanding sensational unobstructed and unobstructable panoramic views encompassing Fistral Beach and across Fistral Bay to Towan Head and far along the north Cornish coastline to Trevose Head, a truly remarkable and everchanging vista. Having undergone a comprehensive schedule of remodelling/refurbishment, the property boasts excellent eco- credentials and includes 5 bedroomed, 5 reception roomed accommodation plus integral double garage and private gated access to its large garden plot of just over ½ an acre. One of Cornwall’s finest beachside homes. SUMMARY OF ACCOMMODATION Ground Floor: entrance hall, boot room, wc, triple aspect lounge (23’8” x 20’3”), kitchen/dining room (24’9” x 20’2”), full width balcony, music room, office, steps to lower ground floor. First Floor: landing, master bedroom with en-suite bath/shower room plus private sea facing balcony. Bedroom 2 with en-suite shower room, bedroom 3 with private sea view balcony, 4th double bedroom, family bathroom. Second Floor: bedroom (29’6” x 20’7”) with incredible apex window en-suite shower room, eaves storage cupboards. Lower Ground Floor: games room, boiler room, utility room, surfers shower room, wc. Integral double garage. Outside: electrically operated gated entrance with winding tarmacadam driveway with parking for numerous vehicles, sheltered granite sett terrace, lawned gardens and terrace, sunken trampoline. In all 0.55 of an acre. -
SCHEDULE 3 Reserves
SCHEDULE 3 Reserves Wairoa District Council Reserve Map Reference Name Legal Description and Location Underlying Zone Number Number Erepeti Road, Ruakituri. R1 8 Erepeti Road, Reserve. Conservation & Reserves. Sec 7 Blk XI Tuaha SD. Ruakituri Road, Te Reinga. R2 12 Local Purpose Reserve. Conservation & Reserves. Lots 20 & 21 DP 8660. Tiniroto Road. R3 17 Reserve. Conservation & Reserves. Lot 4 DP 6071. Wairoa. R4 47 Esplanade Reserve. Conservation & Reserves. Lot 5 DP 17077. Nuhaka-Opoutama Road, Nuhaka. R5 24/56 Cemetery. Conservation & Reserves. Pt Lot 1 DP 2000 Blk IX Nuhaka SD. Nuhaka-Opoutama Road, Nuhaka. R6 24 Esplanade Reserve. Conservation & Reserves. Lot 2 DP 17392 Blk X Nuhaka SD. Nuhaka. R7 55 Nuhaka Domain. Conservation & Reserves. Sec 16S Omana Sett. Mahia. R8 28/29 Esplanade Reserve. Conservation & Reserves. Lot 7 DP 23976. Village Road, Piripaua. R9 31 Reserve. Conservation & Reserves. Lots 11 & 12 DP 7768. Onepoto Road, Onepoto. R10 32 Reserve. Conservation & Reserves. Secs 26 & 27 Blk III Waiau SD. Spur Road, Tuai. R11 33 Recreation Reserve. Conservation & Reserves. Lot 47 & 49 DP 7990. Tuai Main Road, Tuai. R12 33 Esplanade Reserve. Conservation & Reserves. Lots 100-103 DP 7990. Reserve Map Reference Name Legal Description and Location Underlying Zone Number Number Waikaretaheke Street, Tuai. R13 33 Esplanade Reserve. Conservation & Reserves. Lot 91 DP 7991. Ruakituri Road, Te Reinga. R14 35 Esplanade Reserve. Conservation & Reserves. Lot 5 DP 8075. Mangapoike Road, Frasertown. R15 37 Cemetery Reserve. Conservation & Reserves. Paeroa 2F3B. Russell Parade North, Frasertown. R16 38 Frasertown Cemetery. Conservation & Reserves. Sec 151 Tn of Frasertown. Stout Street, Frasertown. R17 38 Frasertown Recreation Reserve. -
Multi-Modal Corridor Management Plan for the Eastern Penobscot Corridor UPDATE
Multi-Modal Corridor Management Plan for the Eastern Penobscot Corridor UPDATE Prepared by the Hancock County Planning Commission for the Maine Department of Transportation Winter 2015-16 Table of Contents 1.0 INTRODUCTION ............................................................................................................... 3 1.1 Overview of Corridor ....................................................................................................... 3 1.2 Purpose and Needs Statement .......................................................................................... 3 1.3 Public Participation .......................................................................................................... 4 2.0 EXISTING CONDITIONS .................................................................................................. 5 2.1 Transportation .................................................................................................................. 5 2.1.1 Highways in and adjacent to the Eastern Penobscot Corridor .................................. 5 2.1.2 Rail .......................................................................................................................... 12 2.1.3 Marine Transportation ............................................................................................ 14 2.1.4 Ferries ..................................................................................................................... 17 2.1.5 Air Transportation .................................................................................................. -
Buxton Cycling Club / Sett Valley Cycles Promoted for and on Behalf of Cycling Time Trials Under Their Rules and Regulations
Buxton Cycling Club / Sett Valley Cycles Promoted for and on behalf of Cycling Time Trials under their Rules and Regulations 2014 '10' MILE TT - J10/1 (CHAPEL BY-PASS) Incorporating Buxton CC/Sett Valley Cycles '10' Mile Club Championship SATURDAY 21ST JUNE 2014 Course HQ -Dog and PaBRIDGEMONT VILLAGE HALL,BRIDGEMONT,WHALEY BRIDGE,HIGH PEAK, SK23 7PB Timekeepers - Judith Soden & Tony Millington Prize List (One Man, One Prize, except for Teams) FASTEST MALE 1st £25 FASTEST FEMALE 1st £25 2nd £15 2nd £15.00 3rd £10 3rd £10.00 4th £10.00 FASTEST VET 1st £25 FASTEST TEAM (2 RIDERS) £10 EACH In the interest of safety, Cycling Time Trials and the event promoters STRONGLY advise you to wear a HARD SHELL HELMET that meets with an internationally accepted standard. In accordance with Regulation 15, ALL JUNIOR competitors must wear protective HARD SHELL HELMETS. It is recommended that a working rear light, either flashing or constant is fitted to the machine in a position visible to following road users and is active whilst the machine is in use. Course : J10/1 - 10 Miles Start in the lay-by on the A6 approximately 2.5 miles from the HQ heading towards Buxton. Proceed east to Boden Lane island (Chapel roundabout) Turn and retrace, heading west along the A6 to Bridgemont island (Whaley Bridge roundabout) Turn and head east back to Boden Lane island. Turn and return west along the A6. Finish at a point where the road bridge (Brookside) goes over the carriageway near Buxworth. Further course details - http://www.gmap-pedometer.com/?r=4501884/ Please ensure you leave sufficient time to reach the start line from HQ Numbers and Results Board at HQ There is NOWHERE to turn back until you reach the Chapel roundabout so please ensure you are ready to race when you enter the A6. -
Canterra-Spec.Pdf
The product information below is from the NBS Plus library of product clauses offered in NBS specification products. It has been created by NBS for Acheson & Glover Ltd. The clause is authored in NBS format and is intended for inclusion in project specifications. The clause can be copied and pasted into your project specification document. Please note that NBS product guidance is not a replacement for the manufacturer's literature and it is recommended that Acheson & Glover Ltd be consulted before specifying SPECIFICATION FOR SLAB/BRICK/SETT/COBBLE PAVINGS SECTION Q25/ Q24 INTERLOCKING BRICK/ BLOCK ROADS/ PAVINGS To be read with Preliminaries/General conditions. GENERALLY 120 UN-BOUND SUB BASE DETAIL (To be considered in event of services etc. requiring access) Granular sub-base: Highways Agency Specification for Highway Works Type 1. - Thickness: 120mm to 150mm. Base/ bedding: 3mm bedding grit or to engineers detail - Thickness: 50mm. Paving units: As detailed below 120 BOUND SUB BASE DETAIL (Pedestrian, Vehicular traffic and Services allowed for) CBM sub-base: Highways Agency Specification for Highway Works. - Thickness: 120mm to 150mm reinforced concrete slab Base/ bedding: BS 7533 recommended pure hydraulic bedding mortar which must include up to 70% crushed igneous rock, free of polymer & resin. Flexural strength 7N/mm2 - Thickness: 40mm. (can be 30mm to 70mm depending on engineer detail) Refer to Alan Smyth Consultancy 00353 86 1730156 Design Standard: BS 7533-1:2001 (Heavy Traffic) or BS 7533-2:2001 (Light Traffic) Laying Standard: BS 7533-3:2005 390 UNBOUND PAVING JOINTING MATERIAL Standard: To BS 7533-4, Kiln dried jointing material brushed to joints of paving. -
05/00723/Ful New Vehicular and Pedestrian Entrance
05/00723/FUL NEW VEHICULAR AND PEDESTRIAN ENTRANCE FROM SHERWOOD DRIVE TO SERVE BLETCHLEY PARK INCLUDING DETAILS OF SITING, LAYOUT AND ASSOCIATED LANDSCAPE WORKS 05/00584/TPO TREE PRESERVATION ORDER CONSENT TO FELL AND REMOVE ONE POPULUS ALBA TREE, ONE CEDRUS ATLANTICA GLAUCA, TWELVE ACER PSEUDOPLANTANUS TREES, ONE POPULUS NIGRA TREE AND SIX FRAXINUS EXCELSIOR TREES AT Bletchley Park, Wilton Avenue, Bletchley FOR English Partnerships INTRODUCTION The current access to Bletchley Park is from Wilton Avenue, a residential street, but the plans to develop the site for a museum and heritage centre, together with employment and residential uses, requires a new vehicular access from Sherwood Drive. A separate application for the upgrading of internal roads was received on 26 May 2005, ref 05/00840/FUL. CURRENT APPLICATIONS Application 05/00723/FUL proposes a new vehicular and pedestrian entrance from Sherwood Drive. Application 05/00/584/TPO seeks Tree Preservation Order consent to fell 21 trees within the site, in order for the access road to be laid out. The proposed new access would be a 35 metre stretch of road, with a footway on one side, and a verge on the other. Sherwood Drive would need to be widened to accommodate traffic islands in the centre of the road, and this will require relocation of the footpath on the railway side of Sherwood Drive. The position of the new access road is influenced by two main factors: (i) the requirement for a single access to serve both the Bletchley Park Museum and development land to the south; (ii) the presence of a badger sett. -
FHA604S01 Dover Court
FHA604S01 Dover Court NBS Landscape Specification - Issue C5 07 August 2017 This document includes: Code Section Revision Dated B91 Buildings in the landscape C3 20 Apr 2017 F10 Brick/ block walling C5 7 Aug 2017 L37 External stair, ramps, handrail and balustrades 0 10 Sep 2015 systems Q10 Kerbs/ edgings/ channels/ paving accessories C3 20 Apr 2017 Q22 Asphalt roads/ pavings 1 7 Sep 2015 Q23 Gravel/ Hoggin/ Woodchip/ Resin bound roads/ 2 20 Apr 2017 paving/ overlays Q25 Slab/brick/sett/cobble pavings C5 27 Jul 2017 Q26 Special surfacings/ pavings for sport/ general 1 20 Apr 2017 amenity Q28 Topsoil and soil ameliorants 1 10 Sep 2015 Q30 Seeding/turfing 1 7 Sep 2015 Q31 External planting C3 20 Apr 2017 Q35 Landscape maintenance C5 7 Aug 2017 Q37 Green roofs 0 10 Sep 2015 Q40 Fencing C5 7 Aug 2017 Q50 Site/street furniture/equipment C5 7 Aug 2017 Q52 Play and sports equipment C3 20 Apr 2017 Q55 External decks, boardwalks and bridges 0 10 Sep 2015 R13 Land drainage 0 10 Sep 2015 V91 Electrical systems - landscape C5 27 Jul 2017 Z10 Purpose made joinery 0 10 Sep 2015 Z11 Purpose made metalwork 0 10 Sep 2015 Z12 Preservative/ fire retardant treatment 0 10 Sep 2015 Z20 Fixings and adhesives 0 10 Sep 2015 Z21 Mortars 0 10 Sep 2015 Z31 Powder coatings 0 10 Sep 2015 Table of Contents Title Page B91 Buildings in the landscape 4 F10 Brick/ block walling 7 L37 External stair, ramps, handrail and balustrades systems 11 Q10 Kerbs/ edgings/ channels/ paving accessories 14 Q22 Asphalt roads/ pavings 20 Q23 Gravel/ Hoggin/ Woodchip/ Resin bound roads/ -
Ellsworth American
•v r No. 18. LOCAL AFFAIRS. elected president; Mrs. F. W. Uollim. vice-president; Mrs. J. H. Brimmer, secretary and treasurer. Rev. R. J IN YOUTH NEW ADVERTISEMENTS THIS WEEK. Mathews spoke interestingly on the r'fc In S Mitchell. NO bankruptcy—Irving in *• troubles 8PENDING IN AGE —Horatio D Wakefield. cent Turkey. Kefreshraen e New Tel &. Tel Co—Notice. were served. Food tt |( as WF grow older that we moot need and appreciate the comforts that England ,J |t Prank C Perkins—Real estate sale. WE INVITE your eaTlnga account, large or small. Last dividend y will buy. Mr*,<H E Davis—Housekeeper wanted. About twenty business men respondet cent. Deposits go on Interest June I. Eastern Co—Summer schedule. /rate of 4 per Steamship to the call for a at R. C. Haines Ellsworth Greenhouse. meeting healthful and nutri- Floyd Market— 8pecial sale. store Tuesday evening, for the purpose o Hancock Co Savings bank. a merchants’ Burrlll Nat’l Bank. forming association. Th tious when raised with cock County Savings Bank, RC Haines—Undertaking and furniture. matter was informally discussed, ah: Union Trust Co. it was decided to call a ELLSWORTH. MAINE. J A Haynes—Cash market. finally specie Tbbmont, Mb: meeting to be held at the aldermen’* ESAVING H RumUl—Notice of foreclosure- room it) Hancock hall, to-morrow Joseph evening Bucksport, Me: at 7 o’clock. Bucksport Nat'l bank. FOR SALE. There was a slight fire'at the home oi Banoor, Mb: Judge John B. Redman on Main streel ERstern Trust A Banking Co. Monday afternoon. -
Town of Bucksport Comprehensive Plan 2017
Town of Bucksport Comprehensive Plan 2017 Draft for State of Maine review Prepared by the Bucksport Comprehensive Plan Committee With Technical assistance from the Hancock County Planning Commission January 27, 2017 Ship “Providence”, Bucksport Waterfront Park and Marina by E. Des Jardins. Page 0 Town of Bucksport Comprehensive Plan January 27, 2017 Table of Contents Section I Inventory and Analysis PREFACE………………………………………………………………………………………………………2 1. POPULATION and DEMOGRAPHICS ............................................................... 5 2. ECONOMY ................................................................................................... 13 3. HOUSING..................................................................................................... 21 4. TRANSPORTATION ...................................................................................... 29 5. PUBLIC FACILITIES AND SERVICES ................................................................ 40 6. RECREATION and CULTURAL RESOURCES.................................................... 66 7. MARINE RESOURCES ................................................................................... 73 8. WATER RESOURCES..................................................................................... 79 9. NATURAL RESOURCES ................................................................................. 87 10. AGRICULTURAL and FOREST RESOURCES .................................................... 97 11. HISTORIC AND ARCHAEOLOGICAL RESOURCES ........................................ -
2014 Maine State Rail Plan
Maine State Rail Plan TABLE OF CONTENTSview Chapter 1 Framework of the Maine State Rail Plan 1.1 Purpose of the State Rail Plan 1.1 1.2 Visions, Goals, Objectives of the Maine State Rail Plan 1.3 1.3 Transportation and Rail Planning in Maine 1.6 . Figure 1-1: MaineDOT Organizational Chart 1.7 . Figure 1-2: Maine’s MPO Areas 1.10 . Figure 1-3: Regional Planning and Development Councils 1.11 1.4 Public and Stakeholder Involvement 1.12 1.5 Review of Freight and Passenger Rail Planning Studies 1.17 1.6 Evaluation Criteria 1.18 Chapter 2 Freight Rail System 2.1 Overview 2.1 . Figure 2-1: North American Class I Rail Connections 2.2 . Figure 2-2: Map of MM&A Abandonment 2.6 . Figure 2-3: State of Maine Owned Rail Status 2.10 2.2 Freight Rail Industry Development 2.10 2.3 Maine’s Freight Railroad Facilities 2.12 2.4 International, National and Regional Context 2.21 . Figure 2-4: Canadian Class I Connections to Maine System 2.21 . Figure 2-5: Northeast U.S. Rail Freight System 2.22 . Figure 2-6: NS, CP, PAS and PAR Corridors 2.23 . Figure 2-7: Railroad Return on Investment and Cost of Capital 2.24 2.5 Freight Rail Issues and System Constraints 2.24 . Figure 2-8: Estimated National Highway System Peak-Period Congestion 2.25 . Figure 2-9: Estimated Rail Freight Service Levels, 2035 2.25 . Figure 2-10: Rail Clearance and Weight Constraints 2.28 .