城市道路交通规划设计规范.pdf

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1、1/8 城市道路交通规划设计规范布局，提高城市的运转效能，提供安全、高效、经济、舒适和低公害的交通条件，制定本规范。1.0.2本规范适用于城市道路交通规划必须以城市总体规划为基础，满足土地使用对规划的需求，发挥城市道路交通对土地开发强度的通发展目标和水平；1.0.6.2确定城市交通方式和交通结构；1.0.6.3确定城市道路交通综合网络布局、城市对外交通络规划应包括下列内容：1.0.7.1确定城市公共交通系统、各种交通的衔接方式、大型公共换乘枢纽和公共交通场站设式的运输能力和运量；1.0.7.4对网络规划方案作技术经济评估；1.0.7.5提出分期建设与交通建设工程排序的建议。货运交通宜向社会化、

2、专业化、集装化的联合运输方式发展。1.0.10城市道路交通规划设计除应执行本规范的规定外按其车型的大小分别乘以相应的换算系数，折算成标准货车，其换算系数宜按本规范附录A.0.1 的规定取值。2.2乘行时耗居民从甲地到乙地在交通行为中所耗费的时间。2.5当量小汽车以 4-5 座的小客车为标准车，作为各种型号车。2.8公共交通线路网密度每平方公里城市用地面积上有公共交通线路经过的道路中心线长度，单位为KM/KM2。2.别乘以相应的换算系数，折算成标准车数。换算系数宜按附录A.0.3 取值。2.11公共停车场为社会公众存放车辆而设从出发地到目的地的距离乘积之和，单位为T*KM。2.14交通方式从甲地

3、到乙地完成出行目的所采用的交通手段。2客运能力公共交通工具在单位时间(H内所能运送的客位数。单位为人次/H。2.18快速轨道交通以电能为动力，在轨动，招揽乘客，采取招手即停的服务方式。2.20 线路非直线系数公共交通线路首末站之间实地距离与空间直线距离使时间与各站停车时间 除行程长度所得的平均速度，单位为KM/H。用地布局和道路网规划，在客流预测的基础上，确定公共交通方式、车辆数、线路网、换乘枢纽和场站设施用地等，通规划应在客运高峰时，使95%的居民乘用下列主要公共交通方式时，单程最大出行时耗应符合表3.1.3的规定。不同最大出行时耗(MIN 上60 大、中运人50 中运量下40 35 25

4、每 1200-1500人一辆标准车。3.1.5城市出租汽车规划拥有量根据实际情况确定，大城市每千人不宜少于2 辆；小城市的客流量相适应。常用的公共交通方式单向客运能力宜符合表3.1.7的规定。公共交通方式单向客运能力-表 3.1.7运送速度(KM/H 发车频率(车次/H 16-25 60-90 15-20 50-60 14-18 40-60 20-35 40-60 30-40 20-30 接。各线的客运能力应与客运量相协调。线路的走向应与客流的主流向一致；主要客流的集散点应设置不同交通方于 1.5；中、小城市不应大于1.3。3.2.4公共交通线路非直线系数不应大于1.4。3.2.5市区公共汽车

5、与电车主要线路2/8 市区线(M 500-800 1500-2000 800-1000 1000-12000 径计算，不得小于 90%。3.3.3无轨电车终点站与快速轨道交通折返站的折返能力，应同线路的通过能力相匹配；两，同向换乘距离不应大于50M，异向换乘距离不应大于100M；对置设站，应在车辆前进方向迎面错开30M；3.3.4；3.3.4.4公共交通车站应与快速轨道交通车站换乘。3.3.5快速轨道交通车站和轮渡站应设自行车存车换乘停车场(库末站应设置在城市道路以外的用地上，每处用地面积可按1000-1400M2 计算。有自行车存车换乘的，应另外附加面积活动频繁的集散地附近，应在道路上设出租

6、汽车停车道。3.4 公共交通场站设施3.4.1公共交通停车场、车辆保养场共交通停车场宜大、中、小相结合，分散布置车辆保养场布局应使高级保养集中，低级保养分散，并与公共交通停每辆车的保养场用地面积100万人1：1-100 万人3：1-9：1-1不控道、城市支路和居住区的道路共同组成一个能保证自行车连续交通的网络。4.2.2大、中城市干路网规划设计时，应车的分流措施。4.2.4自行车道路网密度与道路间距，宜按表4.2.4的规定采用。自行车道路网密度与道路间距-表 4.2隔方式道路网密度(km/km2 1.5-2.0 离3-5 文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10

7、P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1

8、文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:C

9、N2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4

10、R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 H

11、S10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U

12、5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4

13、ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L13/8 10-15 正线相交、高峰小时自行车双向流量超过10000辆；4.2.5.2与级铁路正线相交、高峰小时自行车双向流量超过6车道路的交通环境设计，应设置安全、照明、遮荫等设施。4.3自行车道路的宽度和通行能力4.3.1自行车道路路面最

14、小宽度宜为 3.5m，混有其它非机动车的，单向行驶的最小宽度应为4.5m。4.3.2自行车道路的规划通行能力的计算第 4.3.2.1条的规定乘以 1.1-1.2；4.3.2.3在自行车道内混有人力三轮车、板车等，应按本规范附录A.0.4 的规定乘非机流的流量和流向为基本依据。并应因地制宜地采用各种有效措施，满足行人活动的要求，保障行人的交通安全和交通城市游憩集会广场等的步行系统紧密结合，构成一个完整的城市步行系统。5.1.3步行交通设施应符合无障碍交通的，应按其可通行的人行步道实际净宽度计算。5.2.3人行道宽度应按人行带的倍数计算，最小宽度不得小于1.5m。人行宽度(m 0.75 0.90

15、道路宽度超过四条机动车道时，人行横道应在车行道的中央分隔带或机动车道与非机动车道之间的分隔带是设置行人6.2通过环形交叉口的步行人流总量大于18000人次/h，且同时进入环形交叉的当量小汽车交通量达到2000辆/h时；观的要求，并与附近地上或地下建筑物密切结合；人行天桥或地道的出入口处应规划人流集散地，其面积不宜小于.3.2商业步行区的道路应满足送货车、清扫车和消防车通行的要求。道路的宽度可采用10-15m，其间可配置小型广于 100m。5.3.5商业步行区附近应有相应规模的机动车和非机动车停车场或多层停车库，其距步行区进出口的距离不展规划和城市总体规划为依据。6.1.2城市货运交通应包括过境

16、货运交通、出入市货运交通与市内货运交通三个部分2 货运方式 6.2.1城市货运方式的选择应符合节约用地、方便用户、保护环境的要求，并应结合城市自然地理和环境运量大于 50万 t/年时，宜采用管道运输方式。6.2.4当城市对外货物运输距离小于200km时，宜采用公路运输方式。置一辆标准货车估算。6.2.7大、中城市货运车辆的车型比例应结合货物特征，经过比选确定。大、中、小车型的比物流通中心应根据其业务性质及服务范围划分为地区性、生产性和生活性三种类型，并应合理确定规模与布局。6.3.、小城市货物流通中心的数量和规模宜根据实际货运需要确定。6.3.5生产性货物流通中心，应与工业区结合，服务半面积不

17、宜大于 5 万 m2，服务半径宜为 2-3km。6.4货运道路 6.4.1货运道路应能满足城市货运交通的要求，以及特殊运3货运专用车道，应满足特大货物运输的要求。6.4.4大、中城市的重要货源点与集散点之间应有便捷的货运道路。的安全与畅通；反映城市风貌，城市历史和文化传统；为地上地下工程管线和其它市政化用设施提供空间，满足城市路用地面积应占城市建设用地面积的 8%-15%。对规划人口在200万以上的大城市，宜为15%-20%。7.1.5规划城市人应符合表 7.1.6-1和表 7.1.6-2的规定。大、中城市道路网规划指标-表 7.1.6-1 模与人口(万人 快速路主干路200 80 60 20

18、0 60-80 40-60 中等城市-40 200 0.4-0.5 0.8-1.2 文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:C

19、N2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4

20、R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 H

21、S10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U

22、5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4

23、ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10

24、P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L14/8 200 0.3-0.4 0.8-1.2 中等城市-1.0-1.2 200 6

25、-8 6-8 200 4-6 4-6 中等城市-4 200 40-45 45-55 200 35-40 40-50 中等城市-35-45 小城市道路网规划指标-表 7.1.6-2 城市人口(万人 干路5 40 1-5 40 5 3-4 1-5 4-5 5 2-4 1-5 2-4 5 25-35 1-5 25-35 干路两侧的高层建筑应由道路红结合道路两侧的绿地，划定疏散避难用地。7.3.5.2山区或湖区定期受洪水侵害的城市，应设置通向高地的防灾疏散道及其用地范围。7.4.2无信号灯和有信号灯管理的T 字型和十字型平面交叉口的规划通行能力，可按表7.4.2的规定采平面交叉口的规划通行能力(千辆/

26、h-表 7.4.2交叉口形式T字型无信号灯管理有信号灯管理无信号灯管理文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R

27、8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS

28、10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5

29、W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 Z

30、X9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P

31、7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文

32、档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L16/8-3.3-3.7-2.8-3.3-1.9-2.2 2.2-2.7 2.5-2.8 1.5-1

33、.7 1.7-2.2 1.7-2.0 0.8-1.0-1.0-1.2 行能力按当量小汽车计算。7.4.3道路交叉口的通行能力应与路段的通行能力相协调。7.4.4平面交叉口的进出口应设况下，可采用下列规定，预留展宽段的用地。(1当路段单向三车道时，进口道至少四车道；(2当路段单向两车道段的展度，根据交通量和公共交通设站的需要确定，或与进口道展宽段的展度相同；其展度的长度在交叉口出口道外灯管理时，其间不应夹设环形交叉口。7.4.6中、小城市的干路与干路相交的平面交叉口，可采用环形交叉口。7.4.7平交织段长度不应小于 15m；7.4.7.2环形交叉口中心岛直径小于60m 时，环道的外侧缘石不应做成

34、与中心岛相同的同。7.4.8机动车与非机动车混行的环形交叉口，环道总宽度宜为18-20m，中心岛直径宜取30-50m，其规划通行能力环形交叉口的规划通行能力-表 7.4.82.3 2.0 1.6 1.2 4 7 11 15 A 的规定。7.4.9规划交通量超过 2700辆/h 当量小汽车数的交叉口不宜采用环形交叉口。环形交叉口上的任一交织段平面交叉口规划用地面积(万 m2-表 7.4.10城市人口(万人 50-200 200 50-200 有2.0-2.5 有6.5-12.0 有3.0-4.5 文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2

35、A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8

36、S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS1

37、0T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W

38、2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX

39、9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7

40、Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档

41、编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L17/8 无2.5-3.0 有4.0-5.0 有5.0-5.5 无4.5-5.5 无7.0-12.0 无5.0-6.0 无6.0-8.0 动车匝道，苜蓿叶形为非机动车匝道。包括车行道、人行道、不包括绿带等宽。7.5城市广场 7.5.1全市车站、码头的交通集散广场用地总面

42、积，可按规定车的停车点，距离进出口不宜大于 50m；允许车辆短暂停留，但不得长时间存放。机动车和非机动车的停车场应设置每处宜为 1万-3 万 m2。共停车场、市内机动车公共停车场和自行车公共停车场三类，其用地总面积可按规划城市人口每人0.8-1.0m2计算。近，主要停放货运车辆。市内公共停车场应靠近主要服务对象设置，其场址选择应符合城市环境和车辆出入又不妨碍在城市其它地区应为全部停车位数的25%-40%。8.1.4机动车公共停车场的服务半径，在市中心地区不应大于200m。8.1.6机动车每个停车位的存车量以一天周转3-7 次计算；自行车每个停车位的存车量以一天周转5-8次计算。8.1.7场用地

43、面积，每个停车位宜为 2.5-2.7m2。自行车公共停车场用地面积，每个停车位宜为1.5-1.8m2。8.1.8机动车公共车场，可设一个出入口，其宽度宜采用双车道；50-300个停车位的停车场，应设两个出入口；大于300个停车位的停度不得小于3m。8.1.9.2 500个车位以上的停车场，出入口数不得少于两个；8.1.9.3 1500个车位以上的停车场，应分叉，并应与城市道路顺向衔接。8.1.9.5分场次活动的娱乐场所的自行车公共停车场，宜分成甲乙两个场地，交替使。公共加油站的用地面积(万 m2-表 8.2.2300 500 800 0.12 0.18 0.25 的有关规定。08.2.4城市公

44、共加油站的进出口宜设在次干路上，并附设车辆等候加油的停车道。8.2.5附设机械化洗车货运车型换算系数-表 A.0.1载重量(t 15 拖挂车文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS1

45、0T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W

46、2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX

47、9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7

48、Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档

49、编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2

50、A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L1文档编码:CN2A4J4R8S1 HS10T7U5W2D4 ZX9D10P7Z2L18/8 当量小汽车换算系数-