[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction

Uploaded on: 2018-10-24 14:20:00

zero

3 points

The drawings refer to the construction drawing design of power engineering for urban trunk road reconstruction, with a total of 31 sheets, including the general layout plan of power channel engineering, the cross section of cable trench layout, the layout plan of power engineering, the detailed drawing of four-way power tube well, and the detailed drawing of power tube laying.

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 1

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 2

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 3

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 4

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 5

[Sichuan] Construction Drawing Design of Electric Shallow Ditch Project for Urban Trunk Road Reconstruction - Figure 6

Click to download the source file now

Special statement: This material belongs to the sharing uploaded by users Downloaded content, only for learning, not for commercial use. If there is any copyright problem, please timely contact Station delete!

Collection

WeChat code scanning and sharing

Click to share

Related recommendations

Set of Design Drawings for Central Guardrail of New Urban Trunk Road (12 sheets)

Project overview: The total length of bid section I and II of the project is 4.08km and 2.54km respectively, which are reconstructed and newly built sections using the old road. The design speed of the main road is 60km/h, the design speed of the auxiliary road is 40km/h, the width of the bus stop platform is 2m, the length is 30m, and the pavement is the same as the pavement of the sidewalk; For those with harbor stops, the deceleration section is 25m long, the acceleration section is 40m long, and the lane is 3.5m wide. 　　...... Technical indicators: road class: trunk road class I Traffic class: heavy calculated driving speed: main road 60/auxiliary road 40Km/h Vehicle load class: highway class I Designed in 2011, there are 12 CAD design drawings in total. 　　

Topic: Urban trunk road New road Road guardrail design
[ Construction plans ][Anhui] Urban trunk road project Construction plans 218 pieces designed
The project is located in the northeast of Feidong County, starting from Qiaotouji Road in the west and ending at G329 in the south. The total length of the road is about 6.75 kilometers. It is planned to be an urban expressway. Recently, it will be implemented as an urban trunk road, with a design speed of 60 km/h, a planned red line width of 60 meters, and a green line on both sides of 20 meters. As there are some break points between several circular curves in the original lineation of Weiwu Road, and the alignment at the starting and ending points has been adjusted, the planned alignment is optimized in this design. Considering that Weiwu Road is planned to be an expressway, this time the horizontal alignment is arranged according to the design speed of 80km/h. The starting point is connected with the center line of Weiwu Road in the west of Qiaotouji Road, and the ending point is connected with the center line of G329 (Longxing Avenue) under construction. After optimization, the whole line is composed of three circular curves with radius of 4500m, 1000m and 2500m. According to the specification, transition curves with length of 150m are set at both ends of circular curves with radius of 1000m.

Topic: Road construction drawing Construction Drawing of Community Road Construction Drawing of Keyuan Road
Urban trunk road in an economic development zone Construction plans (Well known company)

one Project scale
The starting point of the project is at the intersection with Jingang Avenue (the intersection is not included in the design scope), and the design end point is at the intersection with Binhai North Road (the intersection

Included in the scope of this design). The project is 1450.86m long. The planned width of the road is 37m. The project includes the design of roads, rainwater and sewage pipes.

2. The project is 1450.86m long. The planned width of the road is 37m. Grade II standard for urban trunk roads, the calculated driving speed of the roadway is 50Km/h (the calculated driving speed in the intersection is 35Km/h for straight driving and 25Km/h for turning vehicles). During the subgrade design, it is considered to remove 15 cm thick surface arable soil on average, and remove weeds, root rot plants and other sundries within the subgrade range. The surface cleared soil will be used as the surface soil of the green belt after treatment. For the subgrade located in the motorway, the general road section after surface cleaning shall be excavated to the bottom elevation of the road trough and continue to excavate 45cm. The original ground shall be scarified for 15cm and mixed with 4% cement soil for rolling compaction. After rolling compaction, the 2.0% cross slope shall be formed and then backfilled with 15cm6% lime soil in three layers for rolling compaction. The compactness shall meet the corresponding standards. For the subgrade located in the non motorway part, after the general road section is excavated to the bottom elevation of the road trough after surface cleaning, the original ground is scarified for 15cm and mixed with 4% cement soil for rolling compaction. After rolling compaction, a 2.0% cross slope is formed, and the compactness reaches the corresponding standard. According to the geological survey report along the road, the unfavorable geology along the road is mainly ditch pond section and 1-1 and 2 layers of soil. For subgrade treatment of ditch and pond section, if necessary, well point or deep well dewatering method can be used for drainage and dewatering, and then desilting can be carried out until good soil is excavated. River and pond scarps (steeper than 1:5) can be excavated into steps with a width of more than 100cm and a height of less than 50cm. After that, the filling shall be carried out according to the subgrade treatment drawing of ditch pond section. The thickness of each layer shall not be more than 20cm, and the compactness shall meet the requirements of urban road subgrade design specifications. Filling to the original ground or the bottom of the subgrade treatment layer...... 25 pieces in total, designed in 2011

Topic: Urban trunk road Well known universities Well known in Beijing
Construction Scheme for Widening and Paving a 3173m Urban Main Road
This section of Shaning Road is located in the core area of Zengcheng Economic and Technological Development Zone and is planned as an urban trunk road, so the road grade after this reconstruction is determined as an urban trunk road. On the basis of the existing roads, the design broadens the carriageway, paves asphalt concrete pavement, and adds sidewalks and drainage facilities. Shaning Road is located in the east of the core area of Zengcheng Economic Development Zone. The road is generally north-south, starting from Lixin Road in the south. The road along the line intersects with the entrance and exit connecting roads of the Guangzhou Huizhou Expressway toll station, Guangzhou Huizhou Expressway, Chuangqiang Road, Chuangye Avenue and Chuangyou Road in turn, and ends at Yongning Avenue in the north. The current motorway is two-way four lane, cement concrete pavement, 4.0m wide green belts on both sides, and no pedestrian and non motorway. After reconstruction, the motorway is two-way six lane, with asphalt concrete pavement. The total length of the road is about 3173.48m, the width of the red line is 40m, the road class is urban trunk road, the design speed is 60km/h, and the whole line includes a bridge with 5 spans and 20m. The construction includes road works, bridge works, water supply works, drainage works, lighting works, traffic works, power pipe gallery works, etc.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
Urban trunk road box culvert works Construction plans Design 9 sheets
Data List Construction Drawing Description Box Culvert Layout Plan Box Culvert Structural Drawing Box Culvert Structural Reinforcement Drawing Box Culvert Settlement Joint Details

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Special construction document of urban trunk road earthwork subgrade test section
XX Avenue in XX District of XX County is generally in accordance with the Conceptual Detailed Road Network Planning of XX Ecological Demonstration Zone in XX County. Its starting point is connected to the extension line of Jiangmei Road under construction, and it crosses the planned K0+538.7 Road, Taibai Road, Jingxian Road, K1+930.788 roundabout, and its ending point is connected to the roundabout, with a total length of 1.94km. The whole line is designed according to the secondary standard of urban trunk road, the calculated driving speed is 50Km/h, and the pavement design load is BZZ-100 standard axle load (double wheel set single axle). The width of red line is 50.0m, four roads, two-way six lane. The earthwork subgrade test section of this contract section is set at K0+780~K0+980, with a length of 200 meters. The geological conditions and section type of the route are representative. The maximum filling height of this section is 3.5m, and the average filling height is about 3.0m. The total filling volume of this section is 26418.66m3. For filling, coarse sand gravel in the excavated artificial lake shall be used for filling. The test section line is located on the straight section. The operation mode is excavator and dump truck.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
Construction Scheme for Temporary Access Road of Urban Trunk Road, Bridge and Culvert
This data is the construction plan for temporary access roads of urban trunk roads, bridges and culverts. There are 12 pages in total to ensure K0+946 During the construction of the two bridges at K1+349, the traffic on Yansha Road was normal. In this design, a temporary access road was built outside the bridge construction area for vehicles to pass. Access road L1 was set on the west side of Yanglinggang Bridge road. The center line was 15m away from the bridge sideline. Access road L1 was 7m wide, and 0.25m wide earth shoulders were set on both sides of the road, with a total length of 167.621. The filling slope ratio is 1:1.5, and the excavation slope ratio is 1:1. Spray seeding and grass planting are adopted for protection. Access road L2 is set on the east side of Mayuangang Bridge. The center line is 15m away from the side line of the bridge. Access road L2 is 7m wide, and 0.25m wide earth shoulders are set on both sides of the road, with a total length of 174.692. The filling slope ratio is 1:1.5, and the excavation slope ratio is 1:1. Spray seeding and grass planting are adopted for protection.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
[Guangdong] Construction organization design of urban trunk road upgrading project
Construction works include new road works and new tunnel works. The new road project starts from the intersection in the south and ends under the high-speed bridge in the north, with a total length of about 2.12km. The planning level of the north of the main road is urban trunk road, and the design speed of two-way eight lane road is 60km/h; The planned branch road is a branch road, starting from Kaifang Avenue in the north and ending at Tunnan Road in the south, with a length of about 0.218km, two-way three lane, and a design speed of 30km/h.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
Construction Scheme of 8900m Expressway and Main Road Works
The north second section of the east longitudinal line of the project is located in Gui'an New Area, which is responsible for the important vertical rapid transportation in the core area of Gui'an, serving the development and construction along the line, and alleviating the traffic pressure in the core area. The starting point of the project is connected to the completed Jinma Road parallel section, and the ending point is located in the east of the Southwest Grain City, with a total length of 8900m; The road is positioned as an urban expressway and main road, with a design speed of 80km/h for the main road and 40km/h for the auxiliary road. This section is the second section, with the starting and ending chainages of K2+400-K5+000 and a total length of 2600m, including Yuanfang Interchange Project (the scope is the main line chainages of K3+140~K3+900) and Tianhetan Road pipeline reconstruction project within the scope of Yuanfang Interchange. At K3+520, it intersects Tianhetan Road, and this intersection adopts the clover Yequan Interchange that spans the main line; At K4+140 and K4+240, the planned trunk roads Xixian Road and Sancha River are respectively crossed; It intersects Jing'an Avenue at K4+800, and the intersection is a diamond interchange crossing the auxiliary road on the main line. This section includes the following unit works: road subgrade works, drainage works, water supply works, reclaimed water works, power pipeline works, bridge and culvert works. Main quantities: road area 228234m2, total subgrade excavation 354543m3, total filling 1385124m3; There are 7 bridges, including Xixian Road Viaduct (including left and right auxiliary road bridges), Binhai Road Viaduct (including Lanzhou Road portal bridge), 4 Yuanfang Interchange Ramp Bridges, and the bridge over Tianhetan Road at Yuanfang Interchange, with a total length of 2240m and a bridge area of 78593m2; There are 2 box culverts underneath, 93m long; 3 tunnels, with a total length of 653.8m; The road part does not include the structural layer of the roadway, the curb, the structural layer of the sidewalk, and the corrugated guardrail; The bridge part does not include waterproof layer, expansion joint and sidewalk tile; The pipe integration part does not include the fabrication and installation of water supply, reclaimed water, rainwater and sewage well ring covers, and does not include the fabrication and installation of road rainwater grates.

Topic: Construction Scheme of Trunk Road Project Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings
Construction Scheme of 8900m Expressway and Main Road Works
The north second section of the east longitudinal line of the project is located in Gui'an New Area, which is responsible for the important vertical rapid transportation in the core area of Gui'an, serving the development and construction along the line, and alleviating the traffic pressure in the core area. The starting point of the project is connected to the completed Jinma Road parallel section, and the ending point is located in the east of the Southwest Grain City, with a total length of 8900m; The road is positioned as an urban expressway and main road, with a design speed of 80km/h for the main road and 40km/h for the auxiliary road. This section is the second section, with the starting and ending chainages of K2+400-K5+000 and a total length of 2600m, including Yuanfang Interchange Project (the scope is the main line chainages of K3+140~K3+900) and Tianhetan Road pipeline reconstruction project within the scope of Yuanfang Interchange. At K3+520, it intersects Tianhetan Road, and this intersection adopts the clover Yequan Interchange that spans the main line; At K4+140 and K4+240, the planned trunk roads Xixian Road and Sancha River are respectively crossed; It intersects Jing'an Avenue at K4+800, and the intersection is a diamond interchange crossing the auxiliary road on the main line. This section includes the following unit works: road subgrade works, drainage works, water supply works, reclaimed water works, power pipeline works, bridge and culvert works. Main quantities: road area 228234m2, total subgrade excavation 354543m3, total filling 1385124m3; There are 7 bridges, including Xixian Road Viaduct (including left and right auxiliary road bridges), Binhai Road Viaduct (including Lanzhou Road portal bridge), 4 Yuanfang Interchange Ramp Bridges, and the bridge over Tianhetan Road at Yuanfang Interchange, with a total length of 2240m and a bridge area of 78593m2; There are 2 box culverts underneath, 93m long; 3 tunnels, with a total length of 653.8m; The road part does not include the structural layer of the roadway, the curb, the structural layer of the sidewalk, and the corrugated guardrail; The bridge part does not include waterproof layer, expansion joint and sidewalk tile; The pipe integration part does not include the fabrication and installation of water supply, reclaimed water, rainwater and sewage well ring covers, and does not include the fabrication and installation of road rainwater grates.

Topic: Construction Scheme of Trunk Road Project Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings
[Zhejiang] Eight lane municipal road urban trunk road project Construction plans

Road nature: urban trunk road; Calculated driving speed: 50Km/h; Standard axle load: BZZ-100; Pavement type: asphalt concrete pavement; Traffic class: designed according to medium traffic class; Design life: 15 years for asphalt pavement. It is planned to be 42m (to be implemented in the long term), and 30m in the middle will be implemented in the short term. The road is north-south with a total length of 2578.231m. The bridge has three spans of 10+13+10=33m, and the existing bridge crossing the river has three spans of 13+13+13=39m. In this design, the road is considered to be connected with the existing bridge.

The standard cross section of 30m road is determined as: 12.5m (roadway)+5m (median)+12.5m (roadway).

Surface cross slope: 2.5% of roadway. Gravity retaining wall is set on the roadside. For the standard cross section of relevant roads, refer to the cross section form in the Regional Regulatory Detailed Planning of Railway Passenger Station in XX City. Pavement structure of the road for vehicles: 4cm fine grained asphalt concrete (AC-13C)+8cm coarse grained asphalt concrete (AC-25C)+0.6cm emulsified asphalt lower seal layer+24cm cement stabilized macadam layer (cement content 5%)+25cm cement stabilized macadam layer (cement content 4%)+≥ 80cm stone ballast; Pavement structure of the carriageway: 4cm fine grained asphalt concrete (AC-13C)+8cm coarse grained asphalt concrete (AC-25C)+0.6cm emulsified asphalt lower seal layer+30cm cement stabilized macadam layer (cement content 5%)+19cm cement stabilized macadam layer (cement content 4%)+≥ 80cm stone ballast.

A. The characteristic value of bearing capacity of B-type retaining wall foundation after treatment shall not be less than 100KPA. The characteristic value of bearing capacity of type B retaining wall shall not be less than 80KPA. The characteristic value of bearing capacity of C-type retaining wall shall not be less than 55KPA. U-shaped groove load: highway grade I, concrete strength is C30. Characteristic value of foundation bearing capacity after treatment: the characteristic value of 80kpa single pile bearing capacity is not less than 80KN. The pipeline construction of drainage works shall be laid by excavation and direct burial, and the pipeline excavation construction shall adopt secondary excavation after the subgrade ballast layer is filled and compacted. High density polyethylene (HDPE) winding structure wall pipe (type B) shall be used for excavation pipe with pipe diameter ≤ 800, and sand foundation shall be used for foundation.

The bridge is 33m long, 39m long, 20m wide, with 10+13+10m spans and 13+13+13m spans. The cross section layout of both bridges is 0.25m railing+2.75m non shared slab+14m motorway+2.75m non shared slab+0.25m railing. Precast concrete slabs are used for pedestrian and non pedestrian slab roads, which are built on small longitudinal beams. The small longitudinal beams are 30cm higher than the driving lane, and the cross slope is 2.5%. The hole arrangement of box culvert is a 4m box culvert with one hole. The central stake number of the culvert is 1+874. The center line of the box culvert is orthogonal to the road heading direction. The cross section of box culvert is arranged as 0.25m railing+3.5m sidewalk+3.5m non motorized lane+11.5m motorway+2m median+17.25m motorway+3.5m non motorized lane+3.5m sidewalk+0.25m railing=45.25m. A DN300 sewage pipe interface is reserved at certain intervals along the road plot. The diameter of the sewage main pipe is DN400, and the total length of the pipeline is about 3115 meters. There are 101 pieces in total, designed in 2011

Topic: Construction drawing of municipal road works Municipal roads Municipal road engineering design
[Guangxi] Urban trunk road project Construction plans Designed 140 sheets (including retaining wall)

The standard cross section of the road is in the form of four plates, separating the motorway from the non motorway. The specific layout is as follows: 4m (sidewalk)+4.5m (non motorway)+1.5m (side strip)+11.5m (motorway)+7.0m (central strip)+11.5m (motorway)+1.5m (side strip)+4.5m (non motorway)+4m (sidewalk)=50.0m (red line width). ...... Road grade: design speed of urban trunk road: V=50km/h Design life: 20 years when the traffic volume reaches the saturation state; The design service life of cement concrete pavement structure is 30 years. ...... Quality control standards for rock fill embankment: the stone excavation allowance of this project is large. In order to reduce the number of spoils and borrowings and save project investment, it is proposed to deploy and utilize the excavated moderately weathered sandstone and strongly weathered sandstone longitudinally. Rock fill embankment adopts the same embankment section form and slope rate of soil embankment. In this project, the filling of stone filled embankment is carried out according to the ratio of soil to stone 3:7, and the earthwork is borrowed subgrade filling soil. ... 140 sheets in total, prepared in 2015.

Topic: Construction drawing of road retaining wall Road construction drawing Design of road retaining wall
[Guangxi] Urban trunk road lighting project Construction plans Design

Street lamp layout scheme: road sections with motorway width of 2x11.5m: street lamps are arranged symmetrically on both sides. Double arm street lamps are installed on the side strip of the road, and the installation spacing on the same side is 42m. Appropriate adjustments can be made according to the specific circumstances (such as the conflict between the position of street lamps and green trees). The side light source of the motorway is 1x400W high-pressure sodium lamp,...... 20 pieces in total

Topic: Xicheng Villa Urban lighting construction Guangxi Interior Construction Drawing Design
Design Drawing for Installation and Construction of Sidestone of Urban Trunk Road (8 sheets)

Project overview: The total length of bid section I and II of the project is 4.08km and 2.54km respectively, which are reconstructed and newly built sections using the old road. The design speed of the main road is 60km/h, the design speed of the auxiliary road is 40km/h, the width of the bus stop platform is 2m, the length is 30m, and the pavement is the same as the pavement of the sidewalk; For those with harbor stops, the deceleration section is 25m long, the acceleration section is 40m long, and the lane is 3.5m wide. 　　...... Technical indicators: road class: trunk road Class I Traffic class: heavy calculated driving speed: main road 60/auxiliary road 40Km/h Vehicle load class: highway Class I Designed in 2011, there are 8 CAD design drawings in total.

Topic: Urban trunk road Design drawing of filter at fish tank side Fire side sprinkler design atlas
Drainage construction design drawing for reconstruction of old urban trunk road (119 sheets)

Project overview: The total length of bid section I and II of the project is 4.08km and 2.54km respectively, which are reconstructed and newly built sections using the old road. The design speed of the main road is 60km/h, the design speed of the auxiliary road is 40km/h, the width of the bus stop platform is 2m, the length is 30m, and the pavement is the same as the pavement of the sidewalk; For those with harbor stops, the deceleration section is 25m long, the acceleration section is 40m long, and the lane is 3.5m wide. 　　...... Technical indicators: road class: trunk road class I Traffic class: heavy calculated driving speed: main road 60/auxiliary road 40Km/h Vehicle load class: highway class I Designed in 2011, 119 CAD drawings in total.

Topic: Urban drainage planning Urban drainage system Urban drainage system
[Chongqing] Full set of urban trunk roads Construction plans 128 designs

Technical indicators: road grade: urban trunk road design life: traffic saturation design life of 20 years, asphalt concrete pavement structure design life of 15 years Design speed: 50km/h Standard road width: B=6.5m (sidewalk)+12m (roadway)+7.0m (median)+12m (roadway)+6.5m (sidewalk) ＝ 44m Road length: 1022.744m Minimum radius of circular curve: the whole line is straight line Maximum longitudinal slope: 1.6% Parking sight distance: ≥ 60m Bridge and culvert load level: urban - class A crowd load: 4.0KN/m2 Pavement structure design load: BZZ-100 standard vehicle Seismic intensity: seismic intensity is 6 degrees; Structural fortification...... This project is designed for permanent municipal drainage engineering, and the scale of drainage system is designed according to long-term planning. The drainage system adopts the separate flow system of rain and sewage, and the rain and sewage pipe networks form their own systems. Structural design of drainage box culvert: the section where the tunnel is located is the fill section, and the closed frame structure is adopted. The thickness of the roof of the frame structure is 0.3m, and the thickness of the side wall is 0.3mm. 30 × 30cm chamfer shall be set at the upper and lower stem axils of the portal frame structure; The structural height of the tunnel is 2.5m, the tunnel width is 3m, and the most unfavorable headroom height of the tunnel is not less than. Settlement joints are set in sections of the tunnel, with a width of 2cm. ... The road lighting of this project adopts conventional low pole lamps, and the light sources all adopt high luminous efficiency high-pressure sodium lamps. The light poles are symmetrically arranged on the sidewalks on both sides. Single arm light poles are selected. The height of the light pole is 12m, the power of the lamps is 400W, the overhanging length of the light pole is 2.0m, and the elevation angle is 10 °; The distance between lamp poles is about 35m. Double light source lamps are used in some widened sections of roads and intersections, and the lamp power is 40W+250W. The specific layout of street lamps is detailed in the lighting plan. ... 128 sheets in total, prepared in 2014.

Topic: Urban trunk road Chongqing decoration construction drawing design Chongqing Interior Construction Drawing Design
Traffic engineering signs and markings of urban trunk roads Construction plans Design

The drawings refer to the construction drawing design of the traffic engineering for the reconstruction of urban trunk roads, including the detailed drawing of traffic markings, layout design of guide signs, layout design of directional driving signs, layout design of prohibition signs, structural design of 500cm × 180cm signs, structural design of 500cm × 350cm signs, structural design of gantry signs, structural design of road nameplates, etc. 　

Topic: Traffic signs and markings Complete set of traffic markings Traffic sign design
Urban trunk road gas engineering Construction plans Design 15 sheets
This is the construction drawing design of the natural gas pipeline in the section B of xx Road of a county immigration ecological industrial park. The main gas pipe diameter along the design road is De160, De90, and the reserved branch pipe diameter is De90. In consideration of the land use and development function of the surrounding land, branch pipes are reserved at each intersection to facilitate the gas consumption of the surrounding users. Basic parameters: 1. Design medium: transmission medium is natural gas; 2. Design pressure: the design pressure of medium pressure pipeline is 0.4MPa; 3. Design temperature: normal temperature; 4. Total natural gas consumption of xx County Immigration Ecological Industrial Park: 9.75 million m3/year; 5. All dimensions in the drawing are in meters except for pipe diameter in millimeters.

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Urban trunk road lighting works Construction plans 43 design sheets
Conventional low pole lamps are used for road lighting in this project, and the light sources are high efficiency high-pressure sodium lamps. The light poles are symmetrically arranged on the sidewalks on both sides. Single arm light poles are selected. The height of the light pole is 12m, the power of the lamps is 400W, the overhanging length of the light pole is 2.0m, and the elevation angle is 10 °; The distance between lamp poles is about 35m. Double light source lamps are used in some widened sections of roads and intersections, and the lamp power is 40W+250W. The specific layout of street lamps is detailed in the lighting plan.

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Urban trunk road lighting works Construction plans Design 20 sheets
Data Catalog 1 Lighting Engineering Design Description 2 Road Lighting Plan 3 Road Lighting Standard Cross Section 4 10kV/0.4kV Power Distribution System Diagram of 1 # Box Transformer Substation 5 Schematic Diagram of Double Arm Light Pole II (III) Schematic Diagram of Fire Flood Light Pole

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Construction Scheme of Vibratory Tube sinking Gravel Pile for Urban Trunk Road
This data is the construction scheme of vibro sinking crushed stone pile for urban trunk road. There are 11 pages in total. The range of stake numbers of this project is K0+045-K2+445. The total length of the route is 2.4km. It is planned to be an urban trunk road, with the red line width of 50m. The whole line is an existing road widening and reconstruction project. The weak foundation in the widening section is reinforced by vibrating tube sinking crushed stone piles with a diameter of 0.5m, arranged in an equilateral triangle, with a pile spacing of 1.2m within the motorway and 1.4m within the sidewalk and non motorway. The construction sequence is from the side widening side of the existing embankment to 2.5m outside the slope line. The total pile length of the whole line is 140810m······ 1. Project overview 2. Preparation basis 3. Overall construction plan 4. Configuration and requirements of construction equipment 5. Construction technology of crushed stone piles 6. Quality control and inspection of vibrating tube sinking compacted crushed stone piles 7. Safety technical measures 8. Civilized construction measures

Topic: Construction Scheme of Vibratory Gravel Pile Project Pipe sinking construction scheme Construction Scheme of Urban Trunk Road
Special construction scheme for urban trunk road earthwork subgrade test section
XX Avenue in XX District of XX County is generally in accordance with the Conceptual Detailed Road Network Planning of XX Ecological Demonstration Zone in XX County. Its starting point is connected to the extension line of Jiangmei Road under construction, and it crosses the planned K0+538.7 Road, Taibai Road, Jingxian Road, K1+930.788 roundabout, and its ending point is connected to the roundabout, with a total length of 1.94km. The whole line is designed according to the secondary standard of urban trunk road, the calculated driving speed is 50Km/h, and the pavement design load is BZZ-100 standard axle load (double wheel set single axle). The width of red line is 50.0m, four roads, two-way six lane.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Construction Scheme for Test Section of Earthwork Subgrade
Construction Organization Design of Urban Trunk Road Project Page 171 (cement mixing piles, road and bridge drainage ancillary facilities) _word
Page 171 of construction organization design of urban trunk road works (cement mixing piles, road and bridge drainage auxiliary facilities) _word Page 171 of construction organization design of urban trunk road works (cement mixing piles, road and bridge drainage auxiliary facilities) _word

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
Urban trunk road reconstruction project Construction plans 164 pieces designed (road platoon green lighting pipeline)

This drawing is a complete set of construction drawing design for urban trunk road reconstruction project, covering design description, route, road structure, drainage, lighting, ancillary facilities, greening works, comprehensive pipelines, etc.

Main technical indicators:

Road grade: Grade II urban trunk road

Width of right of way (m): 60

Road length (m): 705.05

Design life (year): 15

Design speed (km/h): 40

Pavement type: asphalt concrete

Central green belt (m): 6

Motorway (m): 6 × 3.75

Green separation belt between motorway and non motorway (m): 2 × 3

Non motorized lane (m): 2 × 4.75

Sidewalk (m): 2 × 3

Green belt on both sides (m): 2 × 5

Road area (mu): 70.06

Topic: Road lighting Urban and road lighting Greening theme
Detailed design drawing of trunk road guide sign board
The design details of the main road guide sign board of the project include the design drawings of the guide sign board, the design drawings of the main road guide sign board, the design drawings of the tunnel guide sign board, etc. The contents of the drawings are complete, the expression is clear, and the drawing is rigorous. Designers are welcome to download and use them.

Topic: Detail sign House type diagram sign Guide board design
[Guangxi] Urban trunk road greening project Construction plans Design

Road grade: design speed of urban trunk road: V=50km/h Design life: 20 years when the traffic volume reaches the saturation state; The design service life of cement concrete pavement structure is 30 years. 1. The species, specifications and quantity of seedlings for greening in this planting design shall be subject to the nursery stock table. Due to the influence of growth environment factors in each nursery, the purchase of trees in the nursery stock table is mainly based on diameter at breast height 22 sheets in total

Topic: Construction of urban greening works Construction drawing design of chemical engineering Xicheng Villa
Set of design drawings for barrier free sidewalks of urban arterial road works

This data is the barrier free design drawing of the sidewalk of the urban trunk road project. The design is accurate and the drawing is complete, which is worth using for reference. 　　...... Technical indicators: road class: trunk road class I Traffic class: heavy calculated driving speed: main road 60/auxiliary road 40Km/h Vehicle load class: highway class I Designed in 2011, there are 4 CAD design drawings in total.

Topic: The sidewalk is free of obstacles Sidewalk Sidewalk design
CAD for Layout Design of Traffic Signs on Urban Trunk Roads

Notes: 1. All dimensions in this drawing are in mm. 2. The sign text and graphic direction shall be arranged according to the "National Standard GB5768-1999". 3. Traffic signs are super strong reflective film, 2.0mm aluminum plate. 4. The surface of the marker post shall be sprayed with aluminum and ivory paint. ...... Drawings include: Detailed drawing of guide signs Detailed drawing of driving direction signs on carriageway Detailed drawing of temporary or long-term stop signs Speed limit signs Height limit signs Confluence warning signs Linear guidance signs Dimension standard drawing No honking and turning around signs...... 3 signs in total

Topic: Traffic sign map Traffic sign design Layout
Fire fighting engineering of urban trunk road in Luoyang Construction plans Design
In this design, the underground fire hydrant is adopted, and the model is SA100/65. The fire hydrants are staggered along both sides of the road. The spacing is about 100 meters, and the maximum spacing is not more than 120 meters. The fire hydrant well cover should have obvious words of "fire protection", and red paint should be sprayed. The fire hydrant indicator board is arranged at the side of the fire hydrant well near the road centerline (0.5m away from the curb), and the front of the sign board is opposite to the direction of traffic flow.

Topic: Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project Code for design of municipal trunk road openings
Urban trunk road greening project Construction plans Design 22 sheets
Road grade: design speed of urban trunk road: V=50km/h Design life: 20 years when the traffic volume reaches the saturation state; The design service life of cement concrete pavement structure is 30 years The sidewalk in the north section uses almonds as street trees, with a plant spacing of 6m. The tree pool of the sidewalk is fully paved with grass along the steps; The upper layer of the lateral zone is lagerstroemia specious, and the middle layer is olive clover and red leaf heather. The planting layer is Honghua Jimu and Huangjinrong, and the planting standard unit length is 12 meters; In the middle separation zone, the upper layer plants are Phoenix Wood and Sophora pseudoacacia, the middle layer plants are pieces of Olive Melilotus, Longchuanhua, Metalobium, Fusarium, Sisal hemp, and the ground cover is Fujian tea, Huangjinrong, Manila grass.

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
[Hebei] Urban trunk road traffic engineering Construction plans Design
This document is the construction drawing design of [Hebei] urban trunk road traffic engineering. Content introduction: the road length is 3592.475m; The road grade is urban trunk road, and the width of red line is 40m. The design mainly includes traffic signs, markings and traffic signals.

Topic: Traffic engineering construction Traffic engineering design Traffic Engineering
[Anhui] Urban trunk road traffic engineering Construction plans Design
This document is the construction drawing design of [Anhui] urban trunk road traffic engineering. Content introduction: the design content of this traffic engineering includes the detailed drawing of markings, the structural drawing of signs, the detailed drawing of street lights, the detailed drawing of monitoring, etc.

Topic: Anhui Traffic Engineering Traffic engineering construction Highway traffic engineering construction
Supervision Plan for Main Road Reconstruction of Huancheng Road Municipal Landscape Engineering (113 pages in total)
Region: Sichuan Supervision control measures: quality control, progress control, cost control, safety control Quality acceptance content: with supervision flow chart: 10~20

Topic: Code for design of municipal trunk road openings Construction Organization Design of Urban Trunk Road Construction Scheme of Trunk Road Project
[Zhejiang] Urban trunk road communication project Construction plans Design

Pipeline location: the communication pipeline is arranged under the sidewalk 19m or 17.2m north of the road centerline. Burial depth of pipeline: the thickness of pipeline covering soil is generally controlled at about 0.7m, subject to the top of the pipeline and the ground elevation; Pipeline crossing shall be subject to pipeline integration. Pipeline foundation: C15 concrete foundation is adopted for the pipeline, 80mm thick, and 100mm thick gravel cushion is set below. See the structural drawing for details. ...... 17 sheets in total

Topic: communication engineering Detailed drawing of communication engineering Communication construction drawing
[Zhejiang] Urban arterial road project Construction plans 151 designs

Main technical indicators: 1. Design road grade: urban trunk road. 2. Design calculation load: BZZ-100 standard vehicle axle load. 3. Design speed: V ＝ 60Km/h. 4. Design life: asphalt pavement T=15 years. ... The design cross section of the road is divided into two standard cross sections according to the different restrictions of the plots on both sides: 35.5m standard cross section: 4.75m (people and non people are coplanar)+1.5m (motor vehicle and non people separation belt)+10.5m (motor vehicle lane)+2m (central green belt)+10.5m (motor vehicle lane)+1.5m (machine and non people separation belt)+4.75m (people and non people are coplanar)=35.5m. 40m standard section: 3m (sidewalk)+3.5m (non motorway)+1.5m (motorway and non motorway separation belt)+10.5m (motorway)+3m (central green belt)+10.5m (motorway)+1.5m (motorway and non motorway separation belt)+3.5m (non motorway separation belt)+3m (sidewalk)=40m. The cross slope of the standard road section is 1.5%, and the slope faces the sidewalk. ...... Rainwater engineering design: 1 Pipe location design: the new rainwater pipe is located at the road centerline; 2. Rainwater pipeline design: rainwater is divided into two systems. Rainwater from roads and plots on both sides is collected in the form of rainwater pipeline and discharged into Shenjiadou Port after collection. The design rainwater pipe diameter is D300~D1500, and the maximum buried depth of the pipe is about 4.5m. ... 151 sheets in total, prepared in 2014.

Topic: Urban trunk road Zhejiang Decoration Design Shop Drawing Zhejiang decoration construction drawing design
Urban trunk road communication project Construction plans Design 11 sheets
Road grade: design speed of urban trunk road: V=50km/h Design life: 20 years when the traffic volume reaches the saturation state; The design service life of cement concrete pavement structure is 30 years In order to facilitate the buried laying of various lines in the future, 3? 150 galvanized steel pipe is used as the crossing pipe, and the pipe top is covered with 0.7m soil. The working well shall be set at the turning of the road, at the intersection and at an interval of about 100m. When it is laid in parallel with other underground pipelines, the position of the working well shall be staggered from the position of the inspection well of other pipelines, and other underground pipelines shall not cross the working well A total of 11 sheets were prepared in 2015.

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Urban trunk road communication project Construction plans Design 17 sheets
List of Data General Description of Construction Drawing Design of Communication Pipeline Pipeline Location Map (I)~(III) Communication Pipeline Plane Design Drawing (I)~(IV) Communication Bill of Quantities Pipeline Trench Section

Topic: Construction Organization Design of Urban Trunk Road Code for design of municipal trunk road openings Construction Scheme of Trunk Road Project
Set of design drawings of urban trunk road full interchange multi scheme overpass (39 sheets)
This road is designed as an urban trunk road with a length of 3383.401 meters, a standard road width of 50/60 meters, a design driving speed of 50 km/h, and intersects with the middle ring road near K0+463. The planning scheme is level crossing. The middle ring road is designed as an urban expressway. According to the specifications, interchange conversion shall be designed at the intersection Scheme Design: Scheme I: Rectangular Interchange (Recommended Scheme) Scheme II: Circular Interchange Scheme (Comparison)

Topic: Interchange Flyover Interchange design
Municipal water supply and drainage project of a city trunk road Construction plans
The construction drawing of municipal water supply and drainage works of an urban trunk road, where all pipelines are arranged on both sides, includes: design specification, pipeline layout plan, water supply level plan and profile, rainwater plan and profile, sewage plan and profile, standard cross section of road pipelines (including normal sections and intersection channelized sections) Trench excavation section (water supply, sewage and rainwater) and water supply node details.

Topic: Construction of municipal water supply and drainage works Construction drawing of an indoor water supply and drainage project Construction drawing of indoor water supply and drainage works
CAD Layout Reference Drawing of Traffic Engineering of a Urban Trunk Road
This project is the CAD layout reference drawing of a certain urban trunk road traffic engineering, including the sign and marking plan drawing, the sign and marking detail drawing, the bar foundation detail drawing, etc. The content of the drawing is complete, the expression is clear, and the drawing is rigorous. Designers are welcome to download and use it.

Topic: Urban trunk road Urban traffic tunnel urban public transport