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Type 1 Single Carriageway Pavement Detail A

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Type 1 Single Carriageway Pavement Detail A A1 A B C D E F G H I J K L M N O P DESIGN REPORT 1 Notes: 1. This Drawing is only to be used for the Design Element identified in the title box. All other information shown on the drawing is to be considered indicative only. 2. These drawings are to be read in conjunction with all other relevant design drawings. 3. All dimensions are in (m) & are typical dimensions which are subject to requirements for visibility & curve widening. 2 3 3.00(MIN.) VARIES 3.00 2.50 7.30 2.50 3.00 VARIES VARIES 3.00 (MIN) VERGE HARD CARRIAGEWAY HARD VERGE SHOULDER 3.65 3.65 SHOULDER TRAFFIC TRAFFIC 1.00 LANE LANE FENCE LINE ROUNDING 0.50 VERGE LINE CONCRETE CHANNEL 1.00 1.00 CUT LINE IN ACCORDANCE WITH FENCE LINE 4 1.00 RCD/500/22 ROUNDING ROUNDING 0.10 TOPSOIL ROUNDING NORMAL CROSS NORMAL CROSS 0.50 0.50 FALL FALL TOE OF 1 5% VERGE LINE EMBANKMENT FOR FURTHER DETAILS 3 ON EARTHWORKS, 1 1 1 1 SEALED CARRIER DRAIN 5 5 5 5 REFER TO THE A EARTHWORKS SERIES 600 CUT CONDITION FILL CONDITION 1 0.10 TOPSOIL 0.75 3 VARIES FIN OR NARROW FOR FURTHER DETAILS FILTER DRAIN ON ROAD EDGE DRAINAGE TYPES, (WHERE REQUIRED) FOR FURTHER DETAILS REFER TO THE DRAINAGE SERIES 500 5 ON EARTHWORKS, REFER TO THE VARIES EARTHWORKS SERIES 600 UNLINED INTERCEPTOR DRAIN WHERE REQUIRED TYPE 1 SINGLE CARRIAGEWAY SCALE 1:100 (A1) 6 7 PAVEMENT DETAIL A Type A: N6 Type Single Carriageway. R336 Bearna to Ballymoneen Road (25 MSA) 40mm STONE MASTIC ASPHALT 14 SURF PMB 65/105-60 des (Clause 5.1.3) 50mm ASPHALT CONCRETE 20 Dense base, Binder Course bin 40/60 (Clause 3.1.4) 8 200mm ASPHALT CONCRETE 32 Dense base, Base Course 40/60 (Clause 3.1.1) 150mm GRANULAR MATERIAL TYPE B (Clause 804) VARIES - CAPPING LAYER (DEPENDING ON CBR VALUE OR AS DIRECTED BY ENGINEER) (Clause 613) 9 10 Clients Consultant Job Title Drawing Title N6 Galway City Ring Road Typical Cross Sections Mainline Single Carraigeway Sheet 1 of 5 Drawing Status Scale As Shown For Information Corporate House Tel +353 (0)91 460675 I1 22/02/2018 AG GOD MH Job No Drawing No Issue Date: City East Business Park www.N6GalwayCity.ie February 2018 Ballybrit, Galway, Ireland. www.arup.ie Issue Date By Chkd Appd 233985 GCOB-100-D-300 I1 Do not scale © Arup J:\233000\233985-00\4. Internal\4-02 Drawings\4-02-8 Highways\8.3 Design Rep\100 Geometry\GCOB-100-D-300 to 304.dwg A1 A B C D E F G H I J K L M N O P DESIGN REPORT 1 Notes: 1. This Drawing is only to be used for the Design Element identified in the title box. All other information shown on the drawing is to be considered indicative only. 2. These drawings are to be read in conjunction with all other relevant design drawings. 3. All dimensions are in (m) & are typical dimensions which are subject to requirements for visibility & curve widening. 2 3.00 (MIN.) VARIES 3.00 (MIN.) 2.50 3.50 3.50 3.50 2.60 (MIN.) 3.50 3.50 3.50 2.50 3.00 (MIN.) VARIES 3.00 (MIN.) VERGE HARD CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY CENTRAL CARRIAGEWAY CARRIAGEWAY CARRIAGEWAY HARD VERGE SHOULDER RESERVE SHOULDER BOUNDARY FENCE LINE FOR FURTHER DETAILS 1.00 ON EARTHWORKS, 1.00 ROUNDING REFER TO THE VARIES EARTHWORKS SERIES 600 1.00 1.00 HARD HARD 1 1 ROUNDING STRIP STRIP 1.00 ROUNDING FOR FURTHER DETAILS 3 1 1 1.00 1.00 ON EARTHWORKS, 1 CONCRETE CHANNEL REFER TO THE 2 UNLINED INTERCEPTOR IN ACCORDANCE WITH EARTHWORKS SERIES 600 DRAIN WHERE REQUIRED 5% RCD/500/22 2.5% 2.5% 0.10 TOPSOIL 5% 1 1 1 1 SEALED CARRIER DRAIN 5 5 B 5 5 BOUNDARY FENCE LINE 0.10 TOPSOIL 1.00 FIN OR NARROW ROUNDING 1.00 FOR FURTHER DETAILS FILTER DRAIN 1 CUT CONDITION FILL CONDITION 4 ON ROAD EDGE DRAINAGE TYPES, (WHERE REQUIRED) 2 REFER TO THE DRAINAGE SERIES 500 VARIES STANDARD DUAL CARRIAGEWAY MOTORWAY 1 1 1 1 (3 LANE URBAN) 1.00 SCALE 1:100 (A1) UNLINED INTERCEPTOR DRAIN WHERE REQUIRED 5 3.00 (MIN.) VARIES 3.00 (MIN.) 2.50 3.50 3.50 2.60 (MIN.) 3.50 3.50 2.50 3.00 (MIN.) VARIES 3.00 (MIN.) VERGE HARD CARRIAGEWAY CARRIAGEWAY CENTRAL CARRIAGEWAY CARRIAGEWAY HARD VERGE SHOULDER RESERVE SHOULDER BOUNDARY FENCE LINE FOR FURTHER DETAILS 6 1.00 ON EARTHWORKS, 1.00 ROUNDING REFER TO THE EARTHWORKS SERIES 600 VARIES 1.00 1.00 HARD HARD 1 1 ROUNDING STRIP STRIP ROUNDING 1 1 1.00 FOR FURTHER DETAILS 1.00 1.00 ON EARTHWORKS, 1 CONCRETE CHANNEL REFER TO THE 2 UNLINED INTERCEPTOR IN ACCORDANCE WITH EARTHWORKS SERIES 600 2.5% DRAIN WHERE REQUIRED 5% RCD/500/22 2.5% 0.10 TOPSOIL 5% 7 1 1 1 1 SEALED CARRIER DRAIN 5 5 5 5 B BOUNDARY FENCE LINE 0.10 TOPSOIL 1.00 FIN OR NARROW ROUNDING 1.00 FOR FURTHER DETAILS FILTER DRAIN 1 ON ROAD EDGE DRAINAGE TYPES, (WHERE REQUIRED) CUT CONDITION FILL CONDITION 2 REFER TO THE DRAINAGE SERIES 500 VARIES 1 1 8 STANDARD DUAL CARRIAGEWAY MOTORWAY 1 1 (2 LANE URBAN) 1.00 SCALE 1:100 (A1) UNLINED INTERCEPTOR DRAIN WHERE REQUIRED 9 PAVEMENT DETAIL B Type B: N6 Urban Motorway Dual Carriageway Ballymoneen Road to N6/M6 (116 MSA 40mm STONE MASTIC ASPHALT 14 SURF PMB 65/105-60 des (Clause 5.1.3) 50mm ASPHALT CONCRETE 20 Dense base, Binder Course bin 40/60 (Clause 3.1.4) 260mm ASPHALT CONCRETE 32 Dense base, Base Course 40/60 (Clause 3.1.1) 150mm GRANULAR MATERIAL TYPE B (Clause 804) 10 VARIES - CAPPING LAYER (DEPENDING ON CBR VALUE OR AS DIRECTED BY ENGINEER) (Clause 613) Clients Consultant Job Title Drawing Title N6 Galway City Ring Road Typical Cross Sections Mainline- Dual Carriageway/ Urban Motorway Sheet 2 of 5 Drawing Status Scale As Shown For Information Corporate House Tel +353 (0)91 460675 I1 22/02/2018 AG GOD MH Job No Drawing No Issue Date: City East Business Park www.N6GalwayCity.ie February 2018 Ballybrit, Galway, Ireland. www.arup.ie Issue Date By Chkd Appd 233985 GCOB-100-D-301 I1 Do not scale © Arup J:\233000\233985-00\4. Internal\4-02 Drawings\4-02-8 Highways\8.3 Design Rep\100 Geometry\GCOB-100-D-300 to 304.dwg A1 A B C D E F G H I J K L M N O P DESIGN REPORT 1 Notes: 1. This Drawing is only to be used for the Design Element identified in the title box. All other information shown on the drawing is to be considered indicative only. 2. These drawings are to be read in conjunction with all other relevant design drawings. 3. All dimensions are in (m) & are typical dimensions which are subject to requirements 3.00(MIN.) VARIES 3.00 6.00-7.00 3.00 VARIES VARIES 3.00 (MIN) for visibility & curve widening. VERGE CARRIAGEWAY VERGE 3.00-3.50 3.00-3.50 2 TRAFFIC TRAFFIC FENCE LINE 1.00 LANE LANE ROUNDING 0.50 VERGE LINE CUT LINE 2.00 2.00 1.00 1.00 FENCE LINE 1.00 FOOTWAY FOOTWAY 0.10 TOPSOIL ROUNDING ROUNDING ROUNDING 0.50 0.50 NORMAL CROSS NORMAL CROSS 5% TOE OF 1 FALL FALL 5% VERGE LINE EMBANKMENT FOR FURTHER DETAILS 2 3 ON EARTHWORKS, REFER TO THE EARTHWORKS SERIES 600 C 0.10 TOPSOIL 1 0.75 VARIES FOR FURTHER DETAILS 2 FOR FURTHER DETAILS ON EARTHWORKS, ON ROAD EDGE DRAINAGE TYPES, CUT CONDITION FILL CONDITION REFER TO THE REFER TO THE DRAINAGE SERIES 500 EARTHWORKS SERIES 600 VARIES UNLINED INTERCEPTOR DRAIN WHERE REQUIRED 4 URBAN RELIEF ROAD SINGLE CARRIAGEWAY (With Footway) SCALE 1:100 (A1) 5 3.00(MIN.) VARIES 3.00 2.00 6.00-7.00 2.00 3.00 VARIES VARIES 3.00 (MIN) VERGE CYCLEWAY CARRIAGEWAY CYCLEWAY VERGE 3.00-3.50 3.00-3.50 TRAFFIC TRAFFIC FENCE LINE 1.00 LANE LANE ROUNDING 0.50 VERGE LINE ROUNDING ROUNDING CUT LINE 2.00 2.00 1.00 1.00 6 FENCE LINE 1.00 Footway Footway ROUNDING 0.50 0.50 NORMAL CROSS NORMAL CROSS 0.10 TOPSOIL TOE OF 1 5% FALL FALL 5% VERGE LINE EMBANKMENT FOR FURTHER DETAILS 2 ON EARTHWORKS, REFER TO THE EARTHWORKS SERIES 600 C 1 0.75 0.10 TOPSOIL 2 VARIES FOR FURTHER DETAILS CUT CONDITION FILL CONDITION ON ROAD EDGE DRAINAGE TYPES, FOR FURTHER DETAILS 7 REFER TO THE DRAINAGE SERIES 500 ON EARTHWORKS, REFER TO THE VARIES EARTHWORKS SERIES 600 UNLINED INTERCEPTOR DRAIN WHERE REQUIRED URBAN RELIEF ROAD SINGLE CARRIAGEWAY (With Footway & Cycleway) SCALE 1:100 (A1) 8 PAVEMENT DETAIL C Type C: N59 Road, Parkmore Link Road (22 MSA) 9 40mm STONE MASTIC ASPHALT 14 SURF PMB 65/105-60 des (Clause 5.1.3) 50mm ASPHALT CONCRETE 20 Dense base, Binder Course bin 40/60 (Clause 3.1.4) 190mm ASPHALT CONCRETE 32 Dense base, Base Course 40/60 (Clause 3.1.1) 150mm GRANULAR MATERIAL TYPE B (Clause 804) VARIES - CAPPING LAYER (DEPENDING ON CBR VALUE OR AS DIRECTED BY ENGINEER) (Clause 613) 10 Clients Consultant Job Title Drawing Title N6 Galway City Ring Road Typical Cross Sections Link Road Single Carraigeway Sheet 3 of 5 Drawing Status Scale As Shown For Information Corporate House Tel +353 (0)91 460675 I1 22/02/2018 AG GOD MH Job No Drawing No Issue Date: City East Business Park www.N6GalwayCity.ie February 2018 Ballybrit, Galway, Ireland.
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