大型化工厂给排水参考图

∅16.0∅16.0∅16.0图 例罐区(已建）车间(已建）车间(已建）车间二(已建）车间一(已建）综合楼(已建）新建变配电所新建宿舍楼绿化绿化新建锅炉房次入口主入口燃气锅炉房(已建）设计说明： 次入口次入口3.163.463.463.463.46门卫(已建）建筑用地红线建筑用地红线建筑用地红线3.463.463.463.4615.009.006.009.825.0011.309.009.007.0014.519.0015.009.005.007.307.0017.00消防车道消防车道消防车道消防车道防风砂石料堆场拟建厂房二二期成品堆场新建一期成品堆场（戊类）号路号路号路3.76(%%P0.000)号路3.760新建厂房（一期）3.76(%%P0.000)消防车道消防车道预留用地（绿化）3.76(%%P0.000)消防车道消防车道拟建厂房一(二期)CONSTRUCTIONFORISSUED施工图SPECIALITYNUMBER图纸编号名图TITLEISSUE业专设计阶段日月年出图日期DATE室外钢梯3部9.00m100.00m10.00m80.00m46.50m109.00m51.00m103.00mJ204J203J202J214J213J10770.0m64.0m10.0mJ103J104J10511.00m90.00m54.00m26.00m85.00m80.00m34.00mJ205J206J208J210J209J21259.00mJ102J101水表井J106接市政给水J20132.0m100.00mDN150DN150DN150J207DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200接市政给水DN200DN200DN200DN200厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线新建室外消防管线新建室外消防管线新建室外消防管线新建室外消防管线100.00m119.00mSS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓SS100/65-1.0新设室外消火栓J211SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓SS100/65-1.0\P原有室外消火栓厂区新建室外消防管线厂区原有供水管线新建建构筑物已建建构筑物拟建建构筑物厂区新建供水管线DN501.本图所注尺寸除管径以毫米为单位外，其余均以米为单位。\P2. 新设室外给水管材采用PE管,管系列为PE80-SDR13.6，电热熔或法兰连接，管基础为原素土夯实再做砂基础，做法见05S1-264。给水管道坡度与地面设计坡度相协调，全线覆土深度1.60米。管线敷设最高点设排气阀。室外消火栓距路边距离不大于1m。\P3. 地下闸阀型号为:SZ45T-1.0，阀门井做法见05S2-2。\P4. 本工程室外消防用水量为20L/S,市政管网水压不小于0.30MPa。\P5. 给水管道安装完毕后进行水压试验,试验压力为0.6MPa。\P6. 施工及验收执行《给水排水管道工程施工及验收规范》（GB50268-97）。\P7. 新建宿舍楼及新建厂房室外消防用水量均为20L/s。\P8. J101、J201为水表井，J102、J106、J109及J207为阀门井，J103~J107、J203~J214为消火栓阀门井。\P9. 其它未尽事宜,现场协商解决。给水管线局部减小埋深，\P管线标高为2.85m，做防冻处理DN80DN80DN100DN100-1给排水PLUMB阀门井室外消火栓室外场地整平标高X.XXX.XXX室内地坪设计标高J∅16.0∅16.0∅16.0罐区(已建）车间(已建）车间(已建)车间二(已建）车间一(已建）综合楼(已建）新建变配电所新建宿舍楼绿化新建锅炉房主入口燃气锅炉房(已建）设计说明： 次入口次入口3.1614813.4m23.46门卫(已建）建筑用地红线建筑用地红线15.006.009.825.009.009.007.001.50m9.009.005.007.307.0017.003.76(%%P0.000)3.7603.76(%%P0.000)3.76(%%P0.000)CONSTRUCTIONFORISSUED施工图SPECIALITYNUMBER图纸编号名图TITLEISSUE业专设计阶段DATEd300i=0.005L=6.9md300i=0.005L=17.0md300i=0.003L=22.0mL=4.5mL=2.7mL=7.2mL=8.3mL=6.4mL=7.2mL=7.8md300i=0.003L=28.5md300i=0.005L=6.0mL=2.2mL=5.7mL=7.5md300i=0.003L=20.8mL=7.2md300i=0.005L=9.2md300i=0.004L=15.6m3.243.453.413.433.454.063.273.413.393.443.313.283.343.443.413.383.413.383.213.353.383.393.553.513.503.463.573.533.493.533.493.643.543.533.583.573.623.673.503.463.473.433.483.523.513.553.413.403.393.383.413.403.583.583.712.462.122.45z8-25sfd600i=0.004L=19mi=0.004L=25md600i=0.004L=25md600i=0.003L=25md600i=0.003L=20md600i=0.003L=17md600i=0.003L=29md500i=0.003L=25md500i=0.003L=25md500i=0.003L=44md500i=0.003L=38md500i=0.003L=30md500i=0.003L=25md500i=0.003L=25md300i=0.003L=25md300i=0.003L=25md400i=0.003L=25md300i=0.003L=25md400i=0.003L=30md400i=0.003L=34md400d600i=0.006L=13mi=0.004L=25md300i=0.004L=30md300Yc19i=0.003L=25md300i=0.003L=30md300i=0.003L=30md300i=0.003L=25md300i=0.003L=20md300i=0.003L=27md300i=0.003L=27md500Yc3Ya1Yc1Yc2i=0.003L=25md300i=0.003L=27md500i=0.003L=27md500i=0.003L=25md400i=0.003L=30mi=0.003L=27mi=0.003L=27mi=0.003L=20mi=0.003L=34md600i=0.003L=27md600i=0.003L=28md600i=0.003L=25md600i=0.004L=25md600i=0.004L=22md600i=0.005L=28md600i=0.005L=25md600i=0.004L=27.5md300i=0.003L=23.5md3003.603.483.653.673.803.703.593.63Ya14Ya15Ya16Ya17Ya18Ya19Ya20i=0.003L=30mi=0.003L=30mi=0.003L=25mi=0.003L=30mi=0.003L=30mi=0.003L=20md300i=0.003L=25mYa6Ya7Ya8Ya9Ya10i=0.003L=25md500Ya11Ya12Ya13Ya21i=0.003L=27.3md500i=0.003L=27md600d600i=0.003L=25md400i=0.003L=25mi=0.003L=25mi=0.003L=25md600i=0.003L=25mi=0.003L=24mi=0.004L=14md600i=0.003L=21mYa2Ya3Ya4Ya5Yb6Yb7Yb8Yb9Yb10Yb11Yb12Yb13Yb14Yb15Yb16Yb17Yb18Yb19Yb20Yb21Yb22Yb23Yb24Yb25Yb26Yb27Yc4Yc5Yc6Yc7Yc8Yc9Yc10Yc11Yc12Yc13Yc14Yc15Yc16Yc17Yc18Yc20Yc21Yc22Yc23Yc24Yc25Yc26Yc270.6003.7403.3173.7802.0563.6602.3353.6502.1423.9002.7603.8601.9913.6001.1003.6202.6403.8401.9703.6501.5223.6201.2033.9001.1053.7000.5003.590假定市政雨水管位置0.50d400d400d400d400d300d300d300d500d500d600d600Yc5'Yc6'Yc7'i=0.003L=29md600i=0.003L=33.5md600d600d600d600i=0.003L=26.5md4002.670.382.600原有雨水管线新建雨水管线远期预留雨水管线Wa1Wa2Wa3Wa4Wa5Wa6Wa7Wa8Wa9Wa10Wa11Wa12Wa14Wa15Wa16Wa17Wa18Wa19Wa20Wa21Wa22Wa23Wa24Wa25Wb1Wb2Wb3Wb4Wa27Wa28Wb5Wb6Wb7Wb8Wa26L=8.0mL=14.6mi=0.005L=16.3md300i=0.005L=3.3md300i=0.005L=18.9md300i=0.005L=8.85md300i=0.005L=11.7md3002.461.502.231.342.081.273.583.432.1903.4403.6001、厂区内地形变化不大，场地标高从东北向西南方向缓慢均匀下降。\P2、因外网管线埋深条件未明确给出，因此无法给出连市政管线的管线标高。设置Yb6与Ya9为跌水井，现场确定实际埋深后，设定跌水井深度。Yc管线远期预建为Yc6~Yc18，现在只考虑厂房排水，因此临时用Yc5'~Yc7'接入厂区北面雨水排水管线。3、厂房雨水采用明沟排水因此采用0.003的坡度坡向暗管，明沟内加设铺衬。\P4、设计中标定的标高控制点为一期设计所绘制未做修改，边道植被标高假定比路面高出150mm。\P5、道路两边虚线为雨水口绘制辅助线，实际道路宽度及道路位置见建筑专业施工图。雨水口位置沿马路边缘布置，根据施工现场情况调整位置。\P6、管网距建筑、路边线距离已在本图中标出，施工时可根据现场实际适当调整，但必须考虑各种管线综合确定，雨污水管埋于道路下的最小覆土厚度为0.7m。\P7、新建锅炉房排水管线采用U-PVC双壁波纹管，Wd6检查井后采用钢筋混凝土管。厂房排水明沟厂房排水明沟i=0.003i=0.003厂房排水明沟厂房排水明沟i=0.003i=0.0032.3103.5101.0m1.0m1.5m150075003500防风砂石料堆场拟建厂房二(二期)二期成品堆场新建厂房（一期）拟建厂房一(二期水泵 7.5\fArial|b0|i0|c0|p32水泵 7.5\fArial|b0|i0|c0|p32水泵 7.5\fArial|b0|i0|c0|p32d400i=0.005L=16.6md300i=0.005L=29md500i=0.004L=11.6m1.811.420.840.79i=0.005L=25.0md30018.0md300i=0.005L=29mWa13W1W2W3W4W5Wa27i=0.003DN80DN8018.00m3.00m18.00m4.50m4.00mi=0.003L=20.0mDN200i=0.003L=10.0mDN200i=0.003-2给排水PLUMB350015001000图 例新建建构筑物已建建构筑物拟建建构筑物室外场地整平标高X.XXX.XXX室内地坪设计标高新建污水管线单箅雨水口/雨水检查口污水检查井/跌水井化粪池隔油池管径d(mm)坡度i(‰)长度L(m)管线标注X.XXX.XX地面标高（上）/管底标高（下）∅16.0∅16.0∅16.0罐区(已建）车间(已建）车间(已建)车间二(已建）车间一(已建）综合楼（已建）新建变配电所新建宿舍楼绿化新建锅炉房次入口主入口燃气锅炉房(已建）次入口次入口3.1614813.4m23.46门卫(已建)建筑用地红线建筑用地红线15.006.009.825.009.009.007.009.009.007.003.76(%%P0.000)3.7603.76(%%P0.000)3.76(%%P0.000)CONSTRUCTIONFORISSUED施工图-水施SPECIALITYNUMBER图纸编号名图TITLEISSUE业专设计阶段总3.243.453.413.433.454.063.273.413.393.443.313.283.343.443.413.383.413.383.213.353.383.393.553.513.503.463.573.533.493.533.493.643.543.533.583.573.623.673.503.463.473.433.483.523.513.553.413.403.393.383.413.403.583.583.712.122.458#8#过度井标准为津06S401，P16150034000d600d500d500d500d300d400d300d400d400d600d300Yc19d300d300d300d300d500Yc3Ya1Yc1Yc2d300d500d400d600d300d3003.603.483.653.673.803.703.593.63Ya14Ya15Ya16Ya17Ya18Ya19Ya20d300Ya6Ya7Ya8Ya9Ya10d500Ya11Ya12Ya13Ya21d500d600d600d400d600Ya2Ya3Ya4Ya5Yb6Yb7Yb8Yb9Yb10Yb11Yb12Yb13Yb14Yb15Yb16Yb17Yb18Yb19Yb21Yb22Yb23Yb24Yb25Yb26Yb27Yc4Yc5Yc6Yc7Yc8Yc9Yc10Yc11Yc12Yc13Yc14Yc15Yc16Yc17Yc18Yc20Yc21Yc22Yc23Yc24Yc25Yc26Yc270.6003.7402.0563.6602.1423.9002.7603.8601.5003.6202.8403.8402.2253.6502.0313.6202.2033.9001.1053.7000.5003.590假定市政雨水管位置0.50d400d400d300d500Yc5'Yc6'Yc7'd600d4002.67Wa1Wa2Wa3Wa4Wa5Wa6Wa7Wa8Wa9Wa10Wa11Wa12Wa14Wa15Wa16Wa17Wa18Wa19Wa20Wa21Wa22Wa23Wa24Wa25Wb1Wb2Wb3Wb4Wa27Wa28Wb5Wb6Wb7Wb8Wa262.0898.00m3.583.432.1903.440厂房排水明沟厂房排水明沟i=0.003i=0.003厂房排水明沟厂房排水明沟i=0.003i=0.0032.3103.5101.0m1.0m1.5m1.5m5.0m15001500350015.00m9.00m100.00m10.00m80.00m46.50m109.00m51.00m103.00m36.00m64.00m10.00m11.00m90.00m54.00m26.00m59.00m水表井接市政给水34.00m100.00mDN80DN80DN100DN100DN150DN150DN150DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200DN200接市政给水DN200DN200DN200DN200厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线厂区原有室外消防管线新建室外消防管线新建室外消防管线新建室外消防管线新建室外消防管线100.00m119.00m厂区新建室外消防管线DN503.783.78给水管线局部减小埋深，管线标高为2.85m,做防冻处理。防风砂石料堆场拟建厂房二(二期)成品堆场(新建厂房（一期）拟建厂房一(二期)拟建)d600d6001.5mYb20原有雨水管线新建雨水管线远期预留雨水管线图 例新建建构筑物已建建构筑物拟建建构筑物室外场地整平标高X.XXX.XXX室内地坪设计标高新建污水管线X.XXX.XX地面标高（上）/管底标高（下）厂区原有供水管线厂区新建供水管线J单箅雨水口污水检查井化粪池隔油池管径d(mm)坡度i(‰)长度L(m)管线标注室外消火栓阀门井30.00m25.50m水泵 7.5\fArial|b0|i0|c0|p32水泵 7.5\fArial|b0|i0|c0|p32雨水检查井（带沉泥）矩形雨水检查口污水跌水井雨水跌水井设计说明：\P} 1、厂房排水用于冲洗砂石料堆场，日水量为150立方米。由污水泵抽到2.75m的高度。从两侧进入砂石料堆场，属有压管线，因含有少量杂质扩大一号管径采用DN80镀锌钢管。\P 2、厂区给水环网在厂房处预留两个阀门井，\P 3、给水全线埋深1.60m，结合场地条件综合布置，厂区给水环网最高平整标高处，管线标高2.15m，与雨水管线交叉处局部提升管线标高改为2.85m，道路下埋深0.7m。\P 4、其它未尽事宜，现场协商解决。综合管线总平面图给排水PLUMBN4.003.002.001.00Yc193.6201.0500.7502.570Yc203.6301.1350.8352.495Yc213.6501.3150.9152.4352.335Yc5'3.8901.8061.2062.2842.084Yc6'3.9001.9062.6971.3062.0971.9941.203Yc7'3.7002.5951.9951.1054.003.002.00Yc13.8601.1000.8002.760Yc23.8701.4120.9122.6582.458Yc33.8801.4820.9822.398Yc43.8901.5731.0732.317Yc53.9001.7581.1582.2422.142Yc5'3.8901.7851.1852.105TITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-7厂区Yc1~Yc7'雨水管纵断面图4.003.002.001.000.00Yc253.5101.2000.9002.310Yc263.5401.3301.0302.210Yc273.5601.4701.1702.090Yc173.5901.6101.3101.9804.003.002.001.00Yc223.6101.1000.8002.510Yc233.6001.1650.8652.435Yc243.6101.2350.9352.375Yc103.6301.3131.0132.317厂区Yc1~Yc27雨水管纵断面图TITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-8TITLE图名图纸编号NUMBER专业SPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-6厂区Ya1~Ya21雨水管纵断面图4.003.002.001.00Ya143.8401.2000.9002.640Ya153.8201.2400.9402.580Ya163.8001.3101.0102.490Ya173.77051.1152.3252.225Ya193.7101.5601.1602.150Ya203.6801.6201.2202.060Ya213.6501.6801.2801.970Ya123.6201.7131.3131.9074.003.002.001.00Ya13.6001.0000.7002.600Ya23.5601.0500.7502.510Ya33.5401.1200.8202.420Ya43.5101.2650.8652.3452.245Ya53.4801.3100.9102.170Ya63.6001.6091.1092.0911.991Ya73.6001.6781.1781.922Ya83.6101.7631.2631.847Ya93.6101.9381.3381.7721.672Ya103.6202.0231.4231.597Ya113.6202.0981.4981.522Ya123.6202.1702.5201.5701.9201.4501.100Ya133.5002.4701.8701.030厂房排水管线4.003.002.001.000.00Yc13.8601.1000.8002.760Yc23.8701.4120.9122.6582.458Yc33.8801.4820.9822.398Yc43.8901.5731.0732.317Yc53.9001.7581.1582.2422.142Yc5'3.8901.7851.1852.105Yc63.6601.6041.0042.056Yc73.6501.6841.0841.966Yc83.6401.7551.1551.885Yc93.6301.8261.2261.804Yc103.6301.8861.8901.2861.2901.7441.740Yc113.6201.9821.3821.638Yc123.6202.0571.4571.563Yc133.6102.1311.5311.479Yc143.6102.2061.6061.404Yc153.6002.2961.6961.304Yc163.6002.3641.7641.236Yc173.5902.4442.9901.8442.3901.1460.600Yc183.5903.0632.4620.527TITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-说设计说明及材料表给水部分\P一、设计依据\P}1.建设单位提供的本工程用地红线附近的市政管线实况。\P2.原一期设计提供的厂区一期建设详图及建筑专业提供的总平面图。\P3.《室外给水设计规范》GB50013-2006\P4.《建筑设计防火规范》GB50016-2006\P{\H1.4x三、施工说明\P}（一）雨水部分\P1.雨排水管线采用承插式钢筋混凝土管，橡胶圈接口，180°砂石基础。基础施工参见国家建筑给水排水标准图集04S516《混凝土排水管道基础及接口》。\P2.雨水口采用单沟式单箅雨水口，连接管径d200、d300，坡度0.01。埋设深度与雨水井协调。施工参见国家建筑给水排水标准图集95S518-1《雨水口（一）》。\P3.雨水检查井参见标准图集02S515，按有地下水考虑。检查井井盖及井座均采用市售成品，井底均做流槽形式。构筑物一览表如下：\P4.施工前务请核实排水接纳点标高，尚未得到市政规划准确标高者，必须待标高已知后统筹考虑。必须与道路及其他管线的施工密切配合，协调无误后方可进行施工。\P5.排水管道在隐蔽或覆土之前做闭水试验。\P6.工程主要设备材料表仅供参考。\P（二）污水部分\P1.污水管线采用承插式钢筋混凝土管，橡胶圈接口，180°砂石基础。基础施工参见国家建筑给水排水标准图集04S516《混凝土排水管道基础及接口》。\P2.接入化粪池前污水管线设过度井过度井与化粪池相连管线用柔性连接管，施工做法参见国家建筑筑给水排水标准图集02S701。\P3.污水检查井参见标准图集02S515，按有地下室考虑。检查井井盖及井座均采用市售成品，井底均做流槽形式。主要材料一览表如下：排水部分\P一、设计依据\P\H0.7143xTITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-4厂区Wb1~Wb8、W1~W54.003.002.001.00Wb13.4601.0000.7002.460Wb23.4501.0340.7342.416Wb33.4501.0740.7742.376Wb43.4301.1271.9300.8271.6302.3031.500Wb53.4302.0111.7111.419Wb63.4202.0181.7181.402Wb73.4202.0761.7761.344Wb83.4002.1311.8311.2694.003.002.00Wa273.4301.2000.9002.230Wa283.4301.2950.9952.135Wa253.4201.3411.0412.0794.003.002.00Wa143.4501.0000.7002.450Wa153.4501.0310.7312.419Wa163.4501.0410.7412.409Wa173.4501.0700.7702.380Wa183.4501.1070.8072.343Wa193.4501.1450.8452.305Wa203.4501.1800.8802.270Wa213.4501.2160.9162.234Wa223.4401.2430.9432.197Wa233.4401.2790.9792.161Wa243.4301.3051.0042.126Wa253.4201.3411.0412.079Wa263.4001.3811.0812.0194.003.002.001.00Wa13.4601.0000.7002.460Wa23.4601.0350.7352.425Wa33.4601.0570.7572.403Wa43.4601.0710.7712.389Wa53.4601.1070.8072.353Wa63.4601.1480.8482.312Wa73.4601.1800.8802.280Wa83.4601.2160.9162.244Wa93.4601.2550.9552.205Wa103.4601.3441.0442.116Wa113.4501.4001.1002.050Wa123.4001.4361.1361.9644.003.002.001.000.00W13.4001.5901.2901.810W23.4001.7351.4351.665W33.4001.8801.9801.5801.5801.5201.420W43.4002.0632.5631.6632.0631.3370.837W53.2502.4591.9590.791TITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-3污水管纵断面图厂房给水管线厂房给水管线给水管线给水管线给水干管给水干管排水管线给水管线给水管线污水管线污水管线给水管线DN125排污降温池3#排污降温池6#DN40DN150DN200DN200DN200d300De160De160柔性连接管柔性连接管及过渡井2.4003.6802.2593.850TITLE图名图纸编号NUMBER设计阶段专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-5及雨水沟明渠接暗管详图格栅暗管 d400明渠挡土墙i=0.003长度大于3m45°i=0.003\W1DN150DN200DN200d300排污降温池排污降温池De160De160Wd1Wd2Wd3Wd4Wd5Wd2"Wd1"2.3223.6801.5003.850DN40TITLE图名图纸编号NUMBER专业ISSUESPECIALITY施工图ISSUEDFORCONSTRUCTION给排水PLUMB水施-9排水管线高程表污水管线高程：雨水管线高程：Wd6Wd7Wd8Wd9i=0.003L=12.0mDN150i=0.003L=14.0mDN150i=0.003厂区Wd1~Wd9污水管纵断面图 DN150DN150DN150DN150De160De160De160De160Wd1Wd2Wd3Wd4Wd5Wd2"Wd1"Wd6Wd7Wd8Wd98007000700020060020090020016003002507100720072005500550025033000250520074007400740025027900250390013007400740074002502790025045002600480024002700450055005500250330008001750350厂区Wa1~Wa28雨水管纵断面图7430042000水施排水工程总平面图水施给水工程总平面图34006009601300250780033002100630025040150018002304205003503505009501300180018008406031049014501800250480030001-1-1-3-7-6-8-5-4-4-2-1-1-1-1-7-7-7-3-4-9-DN125DN40JJJJJJJDN50DN501.151.201.193.5m3.5m3.5m3.5m5.0m2.4002.022.7402.5702.5103.6201.881.831.96i=0.003DN80DN80DN80DN80i=0.003JJJJJJJJJJJJJ1111.25111111说水施- 9水施- 8水施- 7水施- 6水施- 12111098725水施- 6水施- 3制 表年 月 日日 期审 核校 正354114水施- 1图 纸 名 称目 录设计有限公司12序号备 注图 号工 号页 号张数院 外院 内标准张0.2511水施- 总水施-目折合2#分 号实际重复使用图纸号图 号水施-目1221.2511小 计1214.75110设计说明及材料表综合管线总平面图给水工程总平面图排水工程总平面图厂区Wa1~Wa28雨水管纵断面图 厂区Wb1~Wb8、W1~W5污水管纵断面图 厂区Ya1~Ya21雨水管纵断面图厂区Wd1~Wd9污水管纵断面图及雨水沟明渠接暗管详图 厂区Yc1~Yc7'雨水管纵断面图厂区Yc1~Yc27雨水管纵断面图排水管线高程表10-121室外工程水施- 12水施- 30.00m25.50m10-8-8-10-10-10-3.5403.6102.1056.3m1.5m6.3m5.0m2.5m5.3m7.2m7-8-市政雨水管线市政污水管线市政雨水管线市政污水管线市政雨水管线市政污水管线市政雨水管线HC给水工程总平面图1:1000HC8#YCHCd3001.9800.6001.153L=11.00mL=18.00mHC排水工程总平面图1:1000HCYCHCYCZG-1HCd300HCYCYa5L=11.00m综合管线总平面图