NEODUR Paving Joint Grout

Total Page:16

File Type:pdf, Size:1020Kb

NEODUR Paving Joint Grout NEODUR Paving joint grout durable. water permeable. non-slip. Paving joint grout on synthetic resin basis NEODUR PFM 1-K Easyfix NEODUR PFM-EP NEODUR PFM-PU 1-component paving joint grout 2-component EP paving joint grout 2-component PU paving joint grout ready-to use UV-resistant colors: sand, grey, basalt colors: sand, grey colors: sand, grey, basalt Description / A pplication NEODUR PFM 1-K Easyfix is a NEODUR PFM-EP is a NEODUR PFM-PU is a ready-to-use, vacuum-packed, ready formulated, water permeable ready formulated, highly water water permeable, 1-component 2-component epoxy resin grout. permeable, 2-component joint grout paving joint grout. on polyurethane resin basis. For the pointing and repair of For the new pointing and joint repair Especially for the pointing and paving areas such as pedestrian of natural, concrete and repair of coated, sensitive areas etc. clinker stone paving in concrete tiles and sett paving, For joint width from 5 mm on and pedestrian zones, gardening areas, natural stone tiles and sett paving, joint depth from 30 mm on. walkways, interior court yards, clinker stone paving, e.g. for The grouted stone surface remains garage drive ways and road paving. pedestrian areas, terraces, nearly free of resin film. For light and medium stress. walkways. For joint width from 5 mm on and joint depth from 30 mm on. Techni cal Data hardened mortar density: 1,37 kg/dm³ hardened mortar density: 1,60 kg/dm³ hardened mortar density: 1,59 kg/dm³ flexural strength: 2,2 N/mm² flexural strength: 8,0 N/mm² flexural strength: 7,1 N/mm² compressive strength: 4,0 N/mm² compressive strength: 24,0 N/mm² compressive strength: 17,9 N/mm² static modulus of elasticity: 690 N/mm² static modulus of elasticity: 2.640 N/mm² static modulus of elasticity: 1.350 N/mm² water permeability value water permeability value water permeability value: 3,90 10³ m/s = 12 l/min/m² 4,96 10³ m/s = 15 l/min/m² 4,95 10³ m/s = 14,9 l/min/m² (at a joint proportion of 10 %) (at a joint proportion of 10 %) (at a joint proportion of 10 %) working time: approx. 20 - 30 Min. working time: approx. 20 - 30 Min. working time: approx. 20 - 30 Min. temperature of substrate: > +8 °C temperature of substrate: > 0° / +25 °C temperature of substrate: > +7 °C working temperature: > +10 °C ready for walking stress: after 24 h ready for walking stress: after 24 h ready for walking stress: after 24 h release of area: after 6 days release of area: after 6 days release of area: after 6 days Application example NEODUR PFM 1-K Easyfix – easy . safe . fast . paving joint grout spread the content use street broom or then use fine broom to in diagonal movement on prepared, uniformly on the area squeegee to brush the sweep off the surface to remove any grout pre-wet area grout into the joints - carefully, residues deep, solid, compact Paving joint grout on cement basis NEODUR PFM-ZE grau NEODUR PFM-ZE flex NEODUR PFM-ZE rapid Cementitious paving joint grout Cementitious, synthetic resin Cementitious, fast-setting paving modified paving joint grout, flexible joint grout for the pointing of paving areas for the pointing of sett paving areas For the pointing of paving areas in bound construction in bound construction in bound construction for medium to heavy stress for medium to heavy stress for heavy stress Description / A pplication NEODUR PFM-ZE grau NEODUR PFM-ZE flex NEODUR PFM-ZE rapid is a factory-produced dry mortar is a factory-produced dry mortar is a factory-produced dry mortar acc. to DIN 18557 on the basis of acc. to DIN 18557 on the basis of acc. to DIN 18557 on the basis of cement and natural sand (0-2 mm) cement and natural sand (0-2 mm) cement and natural sand (0-2 mm) with additives to improve the with additives to improve the with additives to improve the properties of the mortar. Frost and properties of the mortar. Frost and properties of the mortar. Frost and de-icer resistant acc. to CDF. de-icer resistant acc. to CDF. de-icer resistant acc. to CDF. Low chromate content acc. to Low chromate content acc. to Low chromate content acc. to TRGS 613. Non-combustible (A1) TRGS 613. Non-combustible (A1) TRGS 613. Non-combustible (A1) acc. to DIN 4102. acc. to DIN 4102. acc. to DIN 4102. For the new pointing of natural and For the new pointing of natural stone For the new pointing of natural concrete paving, pavement lines and concrete sett paving in stone and concrete paving, and gutters in bound construction, bound construction, construction pavement lines, in bound construction classes IV to VI. classes IV to VI. construction, also suitable for traffic circles and curves with high shear forces. Shall only be applied as system component with other NEODUR paving grouts. Technical Data compressive strength: > 50,0 N/mm² compressive strength :> 40,0 N/mm² compressive strength: > 60 N/mm² flexural strength: > 7,0 N/mm² flexural strength: > 7,0 N/mm² flexural strength: > 7 N/mm² bond strength: > 1,0 N/mm² bond strength: > 1,5 N/mm² bond strength: > 1 N/mm² working time: ca. 40 Min. working time: ca. 40 Min. working time: ca. 20 Min. working temperature: +5 ° / +25 °C working temperature: +5 ° / +25 °C working temperature: +5 ° / +25 °C ready for walking stress: after 24 h ready for walking stress: after 24 h ready for walking stress: after 24 h ready for light vehicle traffic: ready for light vehicle traffic: ready for light vehicle traffic: after 7 days after 7 days after 3 days ready for full stress: after 14 days ready for full stress : after 14 days ready for full stress after 7 days frost, de-icer resistant: R frost, decer resistant: R frost, de-icer resistant: R DNV demands: R DNV demands: R mineral/environmentally friendly: R mineral/environmentally friendly: R mineral/environmentally friendly: R Application example: NEODUR PFM-EP – water permeable . durable . high-strength pre-wet the prepared use rubber squeegee use street broom to then use fine broom to to remove any grout paving area to work in the mixed brush the grout into sweep off the surface residues grout the joints, deep and in diagonal movement compact Paving products NEODUR DM NEODUR NSK white Water permeable drainage mortar Natural stone adhesive on the basis of white cement for the production of cementitious beddings for for the fixing of natural, artificial and clinker stone paving paving stones and tiles in outdoor areas, with bedding mortar in bound construction for medium and heavy stress for medium and heavy stress Description / Application NEODUR DM is a factory-produced, ready-to-use NEODUR NSK white is a dry mortar on the basis of drainage mortar, consisting of special binding agents, white cement and silica sand, with additives to improve natural sands (acc. to DIN 4226 resp. DIN EN 12620), the mortar properties. For the fixing of calibrated natural trass, additives and admixtures. NEODUR DM stone tiles acc. to DIN 18332 on concrete, plaster and drainage mortar meets the demands of DNV and WTA. screed, for indoor and outdoor use. NEODUR DM has low chromate content acc. to TRGS 613 and is non-combustible (A1) acc. to DIN 4102. System component for the fixing of natural stone and For embedding and laying of paving stones or tiles in concrete tiles on drainage mortar for trafficable bound construction, construction classes IV, V surfaces in bound construction. and VI, for indoor and outdoor areas. Suitable for paving stones and tiles of natural stone, concrete and clinker. Technical D at a color: grey color: white compressive strength: ≥ 15 N/mm² compressive strength: > 25 N/mm² grain size: 3 - 6 mm flexural strength: > 7 N/mm² -5 water permeability (k f): ≥ 10 m/s bond strength: > 1,5 N/mm² void content: ≥ 20 % working time: approx. 20 Min. working temperature: +5° C / +25 °C working temperature: +5 °C / +25 °C Application example NEODUR DM Drainage Mortar per January 2015 KORODUR Westphal Hartbeton GmbH & Co. KG KORODUR International GmbH Head Office: Bochum -Wattenscheid Works : Wernher-von-Braun-Str. 4 Hohensteinstr. 19 92224 Amberg 44866 Bochum P.O. Box 1653 • 92206 Amberg P.O. Box 60 02 48 • 44842 Bochum Phone: +49 (0) 96 21 / 47 59 – 0 Phone: +49 (0) 23 27 / 94 57 – 0 Telefax: +49 (0) 96 21 / 3 23 41 Telefax: +49 (0) 23 27 / 32 10 84 [email protected] [email protected] .
Recommended publications
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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.
    [Show full text]
  • 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/
    [Show full text]
  • 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
    [Show full text]
  • Appendix 4 Schedule of Proposed Esplanade Reserves and Strips
    Appendix 4 Schedule of Proposed Esplanade Reserves and Strips Note: The true left or right bank refers to the respective bank of the stream or river when facing downstream. 1. An esplanade strip of 10m in width or 20m in width where topography dictates a wider strip is necessary to provide public access shall be set aside along the rivers and streams identified in the District Plan namely: (i) the true right bank of the Waiau River downstream from Waiau Road to Steele Road; (ii) Wairoa Stream above the confluence with the Waitengaue Stream, Woodlands Road; (iii) the true right bank of the Tuapiro Stream from the western end of Woodlands Road to the Tauranga Harbour and the true left bank upstream of MacMillan Road for a distance of approximately 350m; (iv) both banks of the Uretara Stream downstream of Wharawhara Road to the closed railway line, the true left bank upstream of the State Highway to the proposed Katikati bypass and the true left bank upstream of Wharawhara Road to the Wharawhara Water Treatment Plant; (v) the true right bank of the Te Rereatukahia Stream upstream of the Sapphire Springs Holiday Park to the Kaimai Mamaku Conservation Park and the true left bank downstream of State Highway 2 to the Tauranga Harbour; (vi) the true right bank of Aongatete Stream downstream of Hume Lane to the unformed roadline off Wrights Road north of Pine Ridge Lane; (vii) the true left bank of the Aongatete Stream downstream of Hume Lane to the confluence of the Kauritatahi Stream then up the true left bank of the Kauritatahi Stream to the
    [Show full text]
  • PAVING REVOLUTION Innovative Natural Stone Solution Get in Touch 01
    The PietraPave range is exclusively distributed throughout the UK by Bannister Hall, a dedicated and fully integrated supplier of nursery stock and landscaping materials. For additional information on how we can support your project, please call or email our sales team on: 01772 877087 [email protected] [email protected] Bannister Hall Landscape Supplies, Potter Lane, Higher Walton, Preston, Lancashire PR5 4EN Opening times: Mon – Fri 7am – 5.30pm www.pietrapave.co.uk PAVING REVOLUTION Innovative natural stone solution Get in touch 01 PietraPave is a revolutionary paving solution that opens boundless opportunities when embarking on a new paving project. We harness the beauty and durability of natural stone and present a simple process that empowers endless creativity. The whole concept enables a new state of mind, a completely fresh approach to pavement design. Contents 01 Introduction 02 Overview 04 The benefits of PietraPave 06 Permeable Paving 08 Linear Designs 12 Fan Designs 14 Circular Designs 16 Bespoke Design 18 Field Place Manor 20 St. Andrews Church 22 The Flower Bowl 24 Studio City 25 Residential 26 Paving Made Easy 28 Specification 29 PietraPoint 02 03 OVERVIEW “ PietraPave brings four distinctive benefits to many categories of Bespoke design pavement. It has a large palette of vibrant bespoke design opportunities, For more ambitious design projects, our bespoke CAD service allows you to its prefabricated nature leads to rapid low-cost installation and being take paving design to the limits of your natural stone it can accommodate a vast range of use and abuse. It is imagination. The PietraPave system accompanied with full pavement section design guidance that boasts can translate even the most intricate a permeable option for a small element natural stone surface.
    [Show full text]
  • DS.601 Structural Design of Pavement Upper Layers
    DS.601 Structural design of pavement upper layers Rev. Status Created by Date Approved by Date A Final D.Farnham/J.Howe 23.03.12 D.Waters 27.03.12 B Final D.Farnham 04.04.12 D.Waters 10.04.12 C Final D.Farnham 01.11.12 M.Hill 07.11.12 D Final D.Farnham 07.02.13 D.Waters 08.02.13 E Final D.Farnham 03.05.13 D.Waters 08.05.13 F Final D.Farnham 06.11.13 D.Waters 14.11.13 G Final D.Farnham 08.01.14 M.Hill 31.01.14 H Final G Lake 11.02.21 D Foden 01.07.19 Southwark Streetscape Design Manual SSDM/DSR Standard DS.601 1 Table of Contents 5.1.1 Conventional pavements............................ 17 5.1.2 Pervious pavements.................................. 18 1 Introduction....................................... 3 5.2 Design requirements............................ 19 1.1 Notes.................................................... 3 5.2.1 Conventional pavements........................... 19 5.2.2 Pervious pavements.................................. 21 2 General requirements for pavements of all types..................... 3 6 Precast concrete block, clay paver 2.1 Pavement Design Statements............. 3 or natural stone sett surfaced 2.2 Surface landscaping of modular unit pavements (bound surface).............. 23 pavements............................................ 3 6.1 Use requirements................................. 22 2.3 Commuted sums.................................. 4 6.2 Design requirements ............................ 24 2.3.1 Method of design ……............................... 4 2.3.2 Responsibility for maintaining pavements 7 Natural stone sett surfaced within serviceability limits………………… 4 pavements (unbound surface).......... 26 2.3.3 Increased maintenance liabilities………..... 4 7.1 Use requirements................................. 26 2.3.4 Sustainable urban drainage ………………….
    [Show full text]