30 95 15 20mm Radius x 100 white painted Timber post 900 700 125 dia Timber Post Ground Level 500 500 TYPE I TYPE ll NOTES: 1. Type I Bollards are generally to be installed in grass verge areas. 2. Type II Bollards are generally to be installed in footpath areas. 3. All Bollards are to have a 600mm clearance to the kerb face. 4. For the installation of Type II Bollards, the surrounding surface is to be reinstated. 5. The soil is to be well compacted around the timber bollard. 6. Timber to be H.4 treated. 7. Bollards to be installed at pedestrian crossings are to be Type II but without the groove at the top. Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn TIMBER BOLLARDS TS 334
As Specified 50 N.B. Tube 250mm of high intensity white reflective tape 200 Rad. Weld all round 40 N.B. Tube (Optional as directed by the Engineer) 400 900 600 min. cast in 1000 TS 330 300 o concrete 50 All tubing to be galvanised and powder coated white after fabrication Refer TS 337 Refer TS 372 Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn PEDESTRIAN HANDRAIL TS 336
Nominal 800mm 75 500 Spacing as specified 50 (nominal 1.5m) 325mm 17.5 MPa Concrete Footing 60mm dia x 3 aluminium tubes, powder coated as specified, rail is to be curved 62mm Standard 125mm ł aluminium bollard with dome top - colour as specified drill holes (as appropriate) to connect End bollards are to be drilled on one side only Weld lug on inside of bollard 10mm bolt welded to lug (bolt length 100mm) FIXING DETAIL Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn PEDESTRIAN BARRIERS TS 337
1860 nominal 300 62 o OD Galvanised pipe, powder coated 1000 footpath/ paving Topsoil/Grass 300 260 o min 260 o min Type A - Footpath/Paving Type B - Grass/Topsoil 62 o pipe 650 min 100 Concrete encasement 650 min 50 min 100 min 100 min 100 min 100 min NOTE: Colour to be confirmed by Engineer Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn BIKE RACK - RIBBON STYLE TS 338
4000 450 400 3 Varies to suit 100 800 Column Height Belisha Beacon (Central Islands) Columns 100 o x 2mm wal thickness. Galvanised after fabrication 750-1000 Carriageway W idth Ducting between behisha s Floodlight 300-600 Belisha Beacon Gear Opening Cable Entry Set Columns in 400 Concrete NOTE: Signs and markings to comply with TNZ MOTSAM Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn PEDESTRIAN BELISHA & FLOODLIGHTING TS 342
Top of Pole Powder Coated White Powder Coated Black Powder Coated White Hinge Hinge 1000 300 2000 4000 White High Intensity relective bands Top of Pole Top of Pole W arning Globe FOLD DOW N STANDARD FOLD DOW N BELISHA REFUGE LIGHT White High Intensity Reflective Band White High Intensity Reflective Band White High Intensity Reflective Band White High Intensity relective bands NOTE: Signs and markings to comply with TNZ MOTSAM 300 2000 800 2500 Ground Level 1000 3 1130 750 2500 FREE STANDING BELISHA FLOODLIGHT BELISHA & FLOODLIGHT STANDARD ROAD Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn SPECIFIC STREET LIGHTING & WARNING GLOBE DETAIL TS 343
NOTES: 1. C.B.R. values obtained from the ground are not applicable where material contains aggregate greater than 10mm in size. 2. Penetration readings are valid after 75mm of penetration into firm material being tested. 3. To use graph below, count number of blows for each 100mm (10cm) approx. of penetration and divide by number of drops. This gives Penetration (cm per blow). 4. Graphs show C.B.R. (California Bearing Ratio) equivalent values on Hamilton Sand Silt materials. 5. Plot is based on research work undertaken by J.F. Briggs, Senior Engineer, M.W.D., Hamilton. 50 40 30 20 15 C.B.R. 10 9 8 7 6 5 4 3 2 0.5 0.7 1 1.5 2 3 4 5 6 7 8 910 Penetration - cm Per Drop SCALA PENETROMETER (9kg Hammer) Path: g:\hccmap\standards\technical spec\roading\dwgs.dgn C.B.R. v PENETRATION GRAPHS FOR HAMILTON SAND SILT MATERIALS TS 345
A 347 0 (typical) Footpath Footpath dish channel in berm. Refer to drawing TS308 300 Invert 475 2500 radius (approx.) 0 400 0 PLAN Cast iron grate to fit socket of 225 RCRRJ pipe see note 1 200 200 0 (typical) Footpath 200 In-situ concrete apron 700 min. 225 RCRRJ - class 4 pipe 500 min. upvc pipe on type HS2 bedding 1:100 grade (min.) 225 In-situ concrete base NOTES: 1. Top of 225 RCRRJ pipe and cast iron grate set 25mm below invert of dish channel. SECTION A 347 2. All in-situ concrete shall have a minimum 28 day strength of 20MPa. FOOTPATH BERM CATCHPIT DETAILS TS 347 Path g:\hccmap\standards\technical spec\roading\dwgs.dgn
C 100 min. 600 min. C SECTION C - C ELEVATION PRECAST KERB COMPONENT Scale 1:10 480 100 230 90 min. Precast back-entry kerb component see above Catchpit grate and frame angled to match channel profile Berm/Footpath Cariageway In-situ concrete inside face shaped to direct flow A 348 In-situ concrete 675 X 450 precast concrete sump BACK ENTRY CATCHPIT Concrete haunching 10mm Plate across Catchpit barrel adjacent line of both lip and kerb of channel DETAIL A 348 Path g:\hccmap\standards\tech spec\roading\dwgs.dgn CATCHPIT DETAILS TS 348
Appropriate Symbol (refer TS 350) Precast back entry kerb component 300 to ID (i.e back of grate central over pipe) KERB CHANNEL FALL 500 PLAN Steel plate Precast kerb component with no back- entry cavity (on upstream pit) Appropriate Degreased Aluminium Symbol See TS 350 Precast back-entry kerb component with no bar Min 300ł RC Pipe outlet 600 min Construction details see TS 348 WATER LEVEL 1800 Floatables baffle See TS 351 700 Min 600mm Class 2 or 675 x 450 Precast unit 225 450 Min 300 RC Pipe 400 Cast insitu concrete base SECTION NOTES: 1. Cast iron grate with parallel slots shown in drawing refer to development manual vol 2 pt 3.8.5 for correct catchpit grate selection. 2. Epoxy product to be "ramset epcon C6" 2 pot epoxy or approved equivalent. 3. All in-situ concrete shall have a minimum 28 day strength of 20MPa 4. For details see TS 348 Alternative cast iron grate configuration (Perpendicular slots), for cycle routes City Council Development Manual Works & Services Group City Unit Path g:\hccmap\standards\tech spec\roading\dwgs.dgn DOUBLE SUMP CATCHPIT DESIGN Approved by: City TS 349 Version: August 2010
75mm 75mm 70-80mm BUBBLE UP 220 mm SO AK AW AY Cast Aluminium GIANT KOKOPU City Council Development Manual Works & Services Group City Unit ALUMINUM SYMBOLS FOR CATCHPITS Approved by: City TS 350 Version: August 2010 Path g:\hccmap\standards\tech spec\roading\dwgs.dgn
Appropriate Aluminium symbol B Kerb A A Catchpit Sump Grate and Frame Channel Carriageway Degreased Appropriate Aluminium symbol Stiff brush clean prior to fixing Symbol. See TS 350 500 B PLAN SCALE 1:25 Top of Kerb 1.6mm Stainless Steel Sheet Holes to match rod alignment Grate set flush with normal grade Floatables baffle fixed to chamber wall with 6mm galvanised rods, nut & spring washer, epoxied into sump wall 600 Class 2 or 675 x 450 precast unit Minimum outlet 225mm 50 600 FLOATABLES BAFFLE DETAIL N.T.S. SECTION A-A SCALE 1:25 Cariageway Alternative cast iron grate configuration (perpendicular slots) for cycle routes 600 min Floatables baffle top to be level with soffit of outlet NOTES: 1800 1. Cast iron grate with parallel slots shown in drawing refer to development manual vol 2 pt 3.8.5 for correct catchpit grate selection. 225 600 min 2. Epoxy product to be "Ramset Epcon C6" 2 pot epoxy or approved equivalent. 3. All in-situ concrete shall have a minimum 28 day strength of 20MPa. SECTION B-B SCALE 1:25 City Council Development Manual Works & Services Group City Unit Path g:\hccmap\standards\tech spec\roading\dwgs.dgn VERTICAL ENTRY CATCHPIT Approved by: City TS 351 Version: August 2010
2/6 Tek Screws Street Sign Mount M12 Bolt 2/M6 Set Bolts NB 50 Pole N.B. 50 Pole See Note 4 2/6 Tek Screws Street Name Sign Blade Pole Cap 6 Tek Screw Pole Cap M12 Bolt M6 Set Bolt 200mm I section sign blade Street Sign Mount M6 Set Bolt 3.7m Of N.B.50 white powder coated 6 Tek Screw M12 Bolt Galtube Plus Pole NOTES: 1. Plastic washers are to be used against the sign face. Bolts are to be tightened in a manner which will not tear the reflective sheeting 2. The distance between the ground and the top of the top sign blade shall be 3.0m. 3. Lettering on the sign blade to finish not less than 30mm from blade end to allow complete visibility of the sign. 4. Where street name signs are to be attached to other than N.B.50 Poles, the street sign mount is to be slotted top and bottom and strapped to pole with stainless steel bands. 5. Cut notch into I section sign blade (top and bottom) to enable sign to sit flat against pole. 6. No Exit supplements are to be taped to bottom flange of sign. 7. "Sign fix" brackets shall be used for end mounted signs longer than 1.2m Path: g:\hccmap\standards\tech spec\roading\dwgs.dgn ATTACHMENT OF STREET NAME SIGN BLADES TO POLES TS 358
100 N.B. Med. Tube (Galvanised) (N.B. 80) 65 N.B. Med. Tube (Galvanised) N.B. 50 Galtube Ground (Refer Note 1. 1000 N.B. 100 1300 600 N.B. 80 1100 50 50 300ł 50 400ł S.D. 3 400ł S.D. 2 S.D. 1 NOTES: 1. This detail is for grass berm and planting areas only. In all other situations the concrete is to be recessed to allow reinstatement of the surrounding surface up to the pole. 2. Concrete to have 20 MPa in place strength at 28 days. 3. Poles are to be powder coated white. 4. All poles to be capped Path: g:\hccmap\standards\tech spec\roading\dwgs.dgn N.B. 100, 80, 65, 50 POLE FOUNDATIONS TS 360