DS.601 Structural Design of Pavement Upper Layers
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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. -
Roundabouts Applying the 'System'
Roundabouts Applying the 'System' to Roundabouts Let us suppose that you are on a dual carriageway approaching a roundabout (400m away). You are currently in the left lane and you intend to turn right at the roundabout. Information: - Take - You see the roundabout and its triangular warning signs in the distance. There are no vehicles between you and the roundabout but you see vehicles on the roundabout. Mirror check. There are two vehicles behind, both in the left lane. - Use - You know that you have to change to the right lane and that you will need to signal to change lane and then to signal continuously on the approach and through the roundabout (the standard Highway Code procedure for turning right at a roundabout)- Give - After checking your mirrors you signal right to the vehicles behind. Position: The right signal remains on for a few seconds and then gradually you move to the right hand lane (Information-Use/Give). When the manoeuver is complete you cancel the signal. After a few more seconds the right signal is re-applied to confirm to the drivers behind that you intend to turn right at the roundabout. Information: The speed and position of the vehicles behind are monitored as you approach the roundabout. An assessment is made of the movement of vehicles on the roundabout and those approaching it from the right and left. You look over the roundabout to see, if possible, vehicles approaching it from the opposite direction (Information-Take). Speed: As you approach the roundabout you begin to brake and lose speed smoothly and progressively (Information-Give). -
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. -
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. -
TA 79/99 Amendment No 1 3
Chapter 3 Volume 5 Section 1 Determination of Urban Road Capacity Part 3 TA 79/99 Amendment No 1 3. DETERMINATION OF URBAN ROAD CAPACITY 3.1 Table 1 sets out the types of Urban Roads and the features that distinguish between them and affect their traffic capacity. Tables 2 & 3 give the flow capacity for each road type described in Table 1. 3.2 Table 4 gives the adjustments when the proportion of heavy vehicles in a one way flow exceeds 15%. A heavy vehicle is defined in this context as OGV1, OGV2 or Buses and Coaches as given in the COBA Manual (DMRB 13.1 Part 4, Chapter 8). 3.3 The flows for road type UM in Table 2 apply to urban motorways where junctions are closely spaced giving weaving lengths of less than 1 kilometre. Urban motorways with layout and junction spacing similar to rural motorways can carry higher flows and TA46/97 “Traffic Flow Ranges for Use in the Assessment of New Rural Roads” will be more applicable. 3.4 Flows for single carriageways are based upon a 60/40 directional split in the flow. The one-way flows shown in Table 2 represent the busiest flow 60% figure. 3.5 The capacities shown apply to gradients of up to 5-6%. Special consideration should be made for steeper gradients, which would reduce capacity. 3.6 On-road parking reduces the effective road width and disrupts flow, e.g. where parking restrictions are not applied on road type UAP2 the flows are likely to be similar to UAP3 where unrestricted parking applies, see Table 1, Similarly effective parking restrictions can lead to higher flows. -
Dual Carriageways Dual Carriageways – Know the Dangers
ROAD SAFETY EDUCATION Dual Carriageways Dual carriageways – know the dangers Never confuse a dual carriageway with a motorway. Both may have 2 or 3 lanes, a central reservation and a national speed limit of 70 mph, but that’s as far as the similarity goes. When driving on a dual carriageway there are many dangers you need to be aware of. Know the difference between dual carriageways and motorways Unlike motorways… • Dual carriageways may have variable speed limits; • Dual carriageways usually permit right turns; • Dual carriageways allow traffic to join from the left and cross from left to right; • Cyclists, mopeds, farm vehicles and pedestrians are allowed to use dual carriageways; • Dual carriageways may have Pelican Crossings, traffic lights, roundabouts and Zebra Crossings. 2 Know the speed limits Dual carriageways often have lower or variable speed limits shown by red circular signs. Rule 124 of The Highway Code NI says you MUST NOT exceed the maximum speed limits for the road and for your vehicle. The presence of street lights generally means that there is a 30 mph (48 km/h) speed limit unless otherwise specified. 3 Know your stopping distances (Rule 126) Always drive at a speed that will allow you to stop well within the distance you can see to be clear. Leave enough space between you and the vehicle in front so that you can pull up safely if it suddenly slows down or stops. Remember - • Never get closer than the overall stopping distance (see typical stopping distances table); • Always allow at least a two-second gap between you and the vehicle Know how to join a in front on roads carrying dual carriageway fast-moving traffic and in tunnels where visibility is reduced; When joining a dual carriageway • The two-second gap rule should obey signs and road markings. -
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/ -
Street Name Addressing Guide Tallahassee
TALLAHASSEE - LEON COUNTY STREET NAME ADDRESSING GUIDE Monday, June 14, 2021 ** Denotes Duplicate / Soundalike Street Name 6/14/2021Street Name Address Guide (SNAG) Page 1 of 245 ** Denotes Duplicate / Soundalike Street Name 6/14/2021Street Name Address Guide (SNAG) Page 2 of 245 STREET NAME SEGMENT LOW HIGH PAGE LOCATIO MAINT SUBDIVISION YEAR COMMENTS 10TH AVE M L KING - RICH ST 427 726 2125 CITY PUBLIC HIGHLAND HILLS 1ST AVE E BRONOUGH ST - MONROE ST 100 112 2125 CITY PUBLIC LONG GROVE 1ST AVE W BRONOUGH ST - DUVAL ST 206 227 2125 CITY PUBLIC LONG GROVE W 2ND AVE BRONOUGH ST - DUVAL ST 205 228 2125 CITY PUBLIC LONG GROVE 3RD AVE E DUVAL ST - THOMASVILLE R 104 221 2125 CITY PUBLIC LONG GROVE 3RD AVE W DUVAL ST - THOMASVILLE R 102 210 2125 CITY PUBLIC LONG GROVE E 4TH AVE WEST OFF ADAMS STREET T 704 742 2126 CITY PUBLIC LONG GROVE EAST BREAKS ON ADAMS S W 4TH AVE MONROE ST- ADAMS ST 102 677 2125 CITY PUBLIC CAPITAL HEIGHTS W 5TH AVE OLD BAINBRIDGE - MAGNOLI 102 686 2125 CITY PUBLIC NA E/ W RD BREAKS AT ADAM E 6TH AVE MITCHELL ST - TERRACE ST 404 1335 1130 CITY PUBLIC NA W 6TH AVE DEAD END - MAGNOLIA DR 110 689 2125 CITY PUBLIC NA W 6TH AVE TERRACE ST - THOMASVILLE 718 761 2126 CITY PUBLIC NA E 7TH AVE M.L. KING BLVD - MONROE S 413 1319 1130 CITY PUBLIC FOREST HILL W 7TH AVE OLD BAINBRIDGE - MAGNOLI 106 772 2125 CITY PUBLIC BETTON HILL E 8TH AVE GADSDEN ST - TERRACE ST 416 604 1130 CITY PUBLIC HIGHWAY PARK W 8TH AVE GIBBS DR - MONROE ST 104 651 2125 CITY PUBLIC HIGHWAY PARK E 9TH AVE BRANCH ST - DEAD END 401 749 1130 CITY PUBLIC HIGHWAY