某公司总平面规划设计方案CAD图纸

建 筑电 气给 排 水结 构暖 通N号设 计苏州中材非金属矿工业设计研究院有限公司图纸内容:建设单位工程名称审 核工种负责人校 核共 张第 张苏州中城建筑设计工程咨询有限公司设计阶段日 期比 例图100008-SJ设 计顾 问甲2 0 0 2 年 4 月全站仪数字化成图。1 9 9 6 年版图式。1 9 8 5 国家高程基准，等高距为0.5米。1 9 5 4 年北京坐标系。检查员：孙炳金绘图员：张志刚测量员：朱仁民1:500工程勘察院5052.51.25鱼鱼7552.51.25江苏苏州地质 3.697II34 3.049II33A1665052.51.507552.51.50A177A167A157A156A176A175A165A155A1551:500苏2.512.51工院勘察程州质地苏苏江1 9 5 4 年北京坐标系。1 9 8 5 国家高程基准，等高距为0.5米。1 9 9 6 年版图式。2 0 0 2 年 4 月全站仪数字化成图。52.2551.503.213.212.852.863.213.213.283.282.751.872.392.402.402.552.382.422.402.412.382.351.87路3.193.193.193.193.19旺2.402.612.154.1051.7552.25A164A165A166A154A144A145A156A1462.312.302.522.532.303.763.763.763.763.762.292.542.302.282.442.292.632.382.382.382.482.712.682.722.692.372.382.432.52绘图员：张志刚检查员：孙炳金2.44测量员：朱仁民5052.51.502.422.412.402.352.712.452.472.462.302.294.012.302.302.302.302.303.693.693.693.693.692.372.362.372.282.312.372.362.372.362.982.802.362.352.362.3551.755052.A1561:500工院勘察程州质地苏苏江1 9 5 4 年北京坐标系。1 9 8 5 国家高程基准，等高距为0.5米。1 9 9 6 年版图式。2 0 0 2 年 4 月全站仪数字化成图。52.5051.50A16551.7552.50A166A167A155A145A146A157A147绘图员：张志刚检查员：孙炳金测量员：朱仁民7552.51.5051.757552.A1651:500工院勘察程州质地苏苏江1 9 5 4 年北京坐标系。1 9 8 5 国家高程基准，等高距为0.5米。1 9 9 6 年版图式。2 0 0 2 年 4 月全站仪数字化成图。52.2551.252.522.692.512.513.172.672.502.663.26A17451.5052.253.323.32A175A176A154A164A155A166A1563.241.21路旺2.632.652.40苏2.622.642.612.63绘图员：张志刚检查员：孙炳金测量员：朱仁民5052.51.252.602.612.63横五2.63路2.382.512.502.482.652.642.632.4451.505052.52453.45451703.65252340.39951457.29152351.33751448.32752317.30451690.14952477.53651460.843苏州海良精工科技有限公司用地图日期：2003.10.171:1000苏旺河河旺苏S=33333.4988平方米合50.000亩线心中中心线厂部总平面箱变116*60二号厂房传达室12消防水池网球场停车场2T绿化系数: 33%建筑密度: 42.7%新建建筑总面积: 30160.00m新建建筑占地面积: 14300.00m场地面积: 33333.41m容积率: 0.9技术指标:222厂区主入口厂区次入口苏州海良精工科技有限公司用地红线漏空围墙1一号厂房 8497m办公楼 3275m食堂 3288m二号厂房 15000m(其中2222其它 100m2)新建一号厂房2建筑红线用地红线厂区围墙2新建办公楼4停车场研发楼174.34°2.632.642.652.632.612.602.402.502.522.512.512.282.302.302.31线心中中心线河旺苏52.5051.502.44路2.63五横2.631.213.242552.2.673.172.512.512.695052.51.7551.505052.52.5051.752.352.362.352.362.802.982.362.372.362.372.312.282.292.352.402.412.4251.5052.502.442.292.443.763.763.763.763.762552.51.754.102.152.61旺3.193.193.193.193.19路1.872.351.872.753.283.283.213.212.862.853.213.21苏51.5052.50总平面布置图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装配包装车间%%p0.000仓库%%p0.000装卸平台1.100男厕男更衣上2t货梯上上上JLM6027FHJLM3636FHM2422FHM1822M1820FHM1822YM3636C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0924C0924C0924C0924地面抗震缝详建施5/11M0922M0922C0909C0909C0924C0924C0924C0924C7109C7109280*13YM3636甲梯乙梯丙梯C0909C0909220*6C0909C0909FHM1522M1536FHM1822FHM1822M1836道路YM3636-0.200C0909C0909C0909C0909地2地2外墙抗震缝详建施1/111.150楼2C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909C0909外墙抗震缝详建施2/11YM4236C0924C0924C0924C0924C0909C0909M0922FHM1522FHM1822女厕M0922M0922男厕女更衣生产车间%%p0.000地2男更衣C2709C2709C2709C2709仓库上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上R9000花岗岩R31500坡道ZC01办公室%%p0.000ZC01梯C-0.050上R13360花岗岩R13360-0.450不锈钢管包柱门厅%%p0.000BM4230ZC01ZC01休息区C0620M0922M1022开水房M1522M1828男厕C1520-0.030C0620落水管位置,离地300高穿外墙至室外,余同ZC01ZC01女厕M0922-0.030MD1522C0620C0620办公室M1522M1522M1522ZC05洽谈室接待轻质隔断建设方自理服务台见二次装修接待R9000花岗岩-0.450坡道R31500ZC01ZC01办公室%%p0.000C0620ZC01办公室FHM1822M1522M1522M1522办公室M1522C0620C0620上M1522梯AM1730C1506C0620M1022-0.300280X11280X2接待174.34°174.34°R6.0R9.0R6.0R6.0R6.0R9.0R9.014142R9.0R9.0R9.0R9.0R6.0R6.0R6.0R6.03m10mR9.0R9.0R6.04mR6.03.4002400108003000240030006003600360018001800360012000144006000240060060036001200200012000240900750240漏空围墙M-1MC-11.800休息室0.9001.800M0721卫生间M0921%%p0.000传达室1.800-0.200-0.050花坛漏空围墙31:10021045M1510502025M接待(二期)3.100210051005700360036003600360036003600360036003600360036003600360021003000105015001050200200320032002002002002003200320020032002002002002003200200280312020028031202001200120012001800120015001200150012001200450180015004501200128024090024090024010002360100023602409009001800900900180024602460900188072010001500120010001207501500750300900125025016202502100174005700510012001200150018003000150025010002507501500750售饭菜做法参苏J8061-22,23M1527门厅C1520C3225M1827-0.050C3125C3225C3225MC-1操作台LM1022上甲梯1600*2700M0822洗碗间M08221000*2200M1522LM10221000*2200卫A餐厅ZC-1%%p0.000-0.050厨房LM1022LM1022M1522配餐间C2710C0912-0.350主辅食加工LM1022C0912C1520C2710C1820C1820仓库熟食加工间室内浅地沟参苏J9507-1B/34铸铁盖板门厅M1527C1520C3225C3225C3125C3225NM1827-0.050餐厅M1022M1022M1222M1022M1022上乙梯1600*2700C1020M0822M0822M1522卫BC1820小餐厅C1820小餐厅C1820C1820小餐厅小餐厅C0912C09121204m3.1003.1003.400新建一号厂房新建研发楼3.6003.7003.20031.260i=0.3%i=0.3%31.2603.15014.880i=0.3%3.15012.88m3.12m20m22.8m3.290i=0.3%46.3703.29048.000i=0.4%9m3.20030.000i=0.3%i=0.38%23.7506m2m2m4m4m3.12m2m2m3.25031.260i=0.3%31.260i=0.3%48.000i=0.4%3.290i=0.38%23.7503.200i=0.3%30.0003.29046.370i=0.3%3.1503.25029.000i=0.34%34.300i=0.37%2m3m3.29035.650i=0.3%3.18027.650i=0.4%46.000i=0.3%2m3.090i=0.46%43.1002m2m2mi=0.3%63.3003.400说明:路面伸缩缝参苏J9508-46.(2).20厚粗砂垫层.2.图中所注标高均为黄海高程.新建建筑定位均以轴线为准4.道路横剖面参苏J9508-1/46.路沿石参苏J9508-A/46.3.新建道路采用混凝土整体路面(苏J9501-1/10)(4).路基碾压密实>98%(环刀取样)(3).200厚卵石或碎石灌M2.5号混合砂浆.每块路面长不大于6M,沥青砂子或沥青处理松木条嵌缝).(1).200厚C25号混凝土面层(分块捣实,震捣密实,随打随抹平,5.停车场地面为植草砖,做法详苏J9501-5/101.本图中座标系以建设方提供场地定位座标系为准说明:路面伸缩缝参苏J9508-46.(2).20厚粗砂垫层.2.图中所注标高均为黄海高程.新建建筑定位均以轴线为准4.道路横剖面参苏J9508-1/46.路沿石参苏J9508-A/46.3.新建道路采用混凝土整体路面(苏J9501-1/10)(4).路基碾压密实>98%(环刀取样)(3).200厚卵石或碎石灌M2.5号混合砂浆.每块路面长不大于6M,沥青砂子或沥青处理松木条嵌缝).(1).200厚C25号混凝土面层(分块捣实,震捣密实,随打随抹平,5.停车场地面为植草砖,做法详苏J9501-5/101.本图中座标系以建设方提供场地定位座标系为准3.1003.1003.30062.910i=0.3%62.910i=0.3%3.250i=0.4%38.06038.060i=0.4%38.060i=0.4%3.250i=0.4%38.0603.2503.250243.2506.雨水