1、1 成果资料目录成果资料目录 序号序号 项目内容项目内容 页数页数 起始页起始页 终止页终止页 1 资料目录 1 1 1 2 工程测量及管线探测成果说明 11 2 12 3 控制点成果表 1 12 12 4 地下管线点成果表 21 13 33 5 房屋外立面图及首层平面图 13 34 46 6 1:500 数字化地形图 5 T01 T05 7 1:500 数字化地下管线图 5 G01 G05 2 大岗镇环镇西路大岗镇环镇西路 11-17 号（单号）、珠江街丽雅花园等号（单号）、珠江街丽雅花园等 3 个老旧小区改造项目工程测量及管线探测成果说明个老旧小区改造项目工程测量及管线探测成果说明 一、工2、程简况一、工程简况 经广州市南沙区城市更新土地整备中心组织的招投标确定，由我司承担“大岗镇环镇西路 11-17 号（单号）、珠江街丽雅花园等 3 个老旧小区改造项目”勘察及设计任务。其中工程测量及管线探测是按照业主和相关规范要求，对指定区域内进行 1:500 地形图测量，并探测测区内的地下管线，查明测区内地形地貌及管线走向、管径、管材、位置、埋深等信息，为本工程设计、施工等阶段提供现势性良好的地形及地下管网基础资料。工作范围包括大岗镇环镇西路 11-17 号（单号）、大岗镇环镇西路 16-28号（双号）、珠江街丽雅花园等 3 个老旧小区项目范围，改造范围共约 2.12公顷，改造建筑面积约 2.3、24 万平方米，建筑平均层数 7 层。由于缺乏反映实际地貌地形及综合地下管线资料，必须对场地现状地形、建筑外立面及首层平面、树木信息、地下管线等进行实地测量及物探，为设计方案的可靠性、经济性、合理性和先进性提供内容齐全的现状地形及物探资料。测量的内容包括但不限于：1.地形测量（1）对各类建筑物、构筑物等进行测绘，并按现有的名称进行标注；对道路两侧及公共空间的大树进行测绘，并将其树径标注于图中。（2）道路及其附属物应按实际形状进行测绘。已建道路应测量路肩边线、人行道侧石线、路面边线、绿化带和设施带边线，标注路面类型及不同类型的分界位置；桥梁建筑物等处测散点高程，并标出路面结构类型。（3）测绘现状4、道路沿线出入口的标高、尺寸和位置，如街坊口、机关、企事业单位的地坪标高。（4）各种现状地物，如管线、高低压线、通讯线等应实测其支架或电杆的位置。高压线路应注明电压等级。（5）涉及水系、水底地形及其附属物的，应按其实际形状测绘，涵洞应测出孔径及高程。2.地下管线、障碍物探测（1）地下管线探测需探明地下管线的种类、位置、埋深、型号、管径和埋设年代等，并对架空管线进行调查，满足设计、施工过程中相关管线资料需求。（2）查明建（构）筑物结构形式、基础类型、埋深、分布等情况。（3）沿线各类管道（雨水、污水、上水、煤气、电力电信、煤气等市政管线）须实测管径、管位、管底高程、窨井及雨水口位置和高程。测区现状建5、筑较多，公路车辆较多，行走及通视条件比较困难，工程测量及管线探测综合困难程度为中等。本次工程测量及管线探测具体范围为设计人员及建设方提供，详见图1.11.3 项目范围图。3 图 1.1 大岗镇环镇西路 11-17 号（单号）项目范围图 图 1.2 大岗镇环镇西路 16-28 号（双号）项目范围图 图 1.3 珠江街丽雅花园项目范围图 二、作业时间及所完成的工程量二、作业时间及所完成的工程量 根据业主要求和设计的需要，我司自 2023 年 8 月 5 日进场进行工程测量和管线探测，到 2023 年 8 月 19 日完成甲方和设计规定范围内的工程测量及管线探测内外业工作，并将工程测量及管线探测成果6、资料提交给设计使用。本项目主要完成的工作量分别为：、控制测量；、1:500 地形测量；、建筑物测绘；、地下管线探测。实际完成工作量统计如表 2-1、2.2：完成工作量统计表表 2-1 作业种类 具体分类 单位 工作量 控制测量 E 级 GPS 控制点 点 4 地形测量 场地内地形测量 组日 9 建筑物测绘 建筑物平面图测绘 m2 5710.4 建筑物立面图测绘 m2 23009.3 地下管线探测 扫描（盲探）探测 m2 21181.0 地下电缆测量 km 1.06 上下水及暖气管道测量 km 6.67 三、作业依据三、作业依据 1.城市测量规范（CJJ/T 8-2011）；2.工程测量标准（G7、B 50026-2020）；3.1：500、1：1000、1：2000 地形图图式（GB/T 20257.1-2017）；4.卫星定位城市测量技术标准（CJJ/T73-2019）；5.城市地下管线探测技术规程（CJJ 61-2017）。四、利用起算点资料四、利用起算点资料 本工程平面控制测量采用网络 RTK 的作业方法，利用 GZCORS 和 GDCORS 进行观测。4 （一）坐标系统采用 1.平面：广州 2000 平面坐标系；2.高程：广州高程系统。（二）控制测量 依照规范规定结合测区实际情况和工程需要，本工程利用 GZCORS 系统网和 GDCORS 系统网的 CORS 站为起算点布设平面8、和高程控制，以供发展图根及日后施工使用。整个测区共布设 GPS 控制点 4 个，分别为：编号为 E01E04，用作工程测量及管线探测工作，点位均采用不锈钢圆点钉在混凝土上凿刻标识。平面控制测量采用网络 RTK 的作业方法，利用 GZCORS 和 GDCORS 进行观测。RTK 定位技术是基于载波相位观测的实时动态定位技术，它能够实时快速地提供测站点在指定坐标系中的三维定位结果，并达到厘米级精度。设站时，天线严格整平，对中误差小于 3mm；观测前按互为 120方向上量取天线高两次，其读数差小于 3mm，并将中数输入手簿中。按要求及时填写手簿的各项内容，观测过程中不得更改各参数、再启动、自测试、改9、变天线位置等，禁止在天线 10m 范围内使用电台、对讲机及手机等电磁发射设备；雷雨天气禁止观测；当日观测数据应及时下载转存至计算机硬盘。外业观测时，其作业条件应符合下表的规定。RTK 测量卫星状况的基本要求 观测窗口状态 15以上的卫星个数 PDOP 值 作业要求 良好 6 4 允许作业 RTK 一测回观测应符合如下规定：与 GZCORS 和 GDCORS 中心通信并获得用户许可，建立数据连接；观测前应对仪器进行初始化；观测值应在得到 RKT 固定解且收敛稳定后（观测前设置的平面收敛阈值2cm，垂直收敛阈值3cm）开始记录。每测回观测历元数应大于 20 个（一般数据采样间隔为 5s，模糊度置信10、度应设为 99.9%以上，观测时长2min）；经、纬度应记录到 0.00001，平面坐标及高程应记录到 0.001m；各测回间的平面坐标分量较差2cm，垂直坐标分量较差3cm，取符合要求的各测回结果的平均值作为最终观测成果。(三)地形图测绘 1:500 数字化地形测量使用全站仪或 GPS RTK，采用全野外自动采集数据，采集密度一般为 5m10m 左右一个点位，地形变化较大处则适当加密，采集数据的内容包括：碎部点的坐标、高程、点号以及地物的属性代码等，并现场绘制详细草图。本次测量严格按 1:500 数字化测图的精度和要求进行作业，对范围线内现有的建筑物、构筑物以及一些外露设施等的平面位置、标高11、等均进行了准确测量，并在地形图上以相应的图式符号加以表示。（1）野外数据采集的原则及技术要求 1）野外数据采集的原则 全野外数字化测绘，利用全站仪或 GPS RTK 采集地物、地形特征点的三维坐标，根据现场情况绘制外业工作草图。外业工作草图绘制时，应细致、认真，把握好地形、地物点相互关系，做到走到、看到、问到、画到，表示准确、不错、不漏。外业测量中发现的问题要及时解决，达到站站清、日日清的要求。5 2）野外采集数据的技术要求 全站仪外业采集要求 a.地形图测绘采用全站仪数字化成图法。施测碎部点可采用极坐标法、支距法或交会法。当采用全站仪无棱镜方式施测碎部点时，一定保证所测目标前面没有遮挡。b.12、地物点、地形点的测距最大长度分别为 160 米和 300 米。c.仪器的对中偏差不得大于 5mm，仪器高读数取至 1mm。定向完成后，观测另一控制点检核，算得检核点的平面位置误差不应大于图上 0.2mm，高程较差不应大于 1/5 基本等高距。GPS RTK 外业采集要求 a.坐标转换时联测不少于 3 个控制点，坐标转换参数和高程转换参数宜分别进行。b.每次测量前必须检测 12 个控制点，平面位置较差不应大于图上0.2mm，高程较差不应大于基本等高距的 1/5。c.有效卫星数不得少于 5 颗，PDOP 值不得大于 6，必须采用固定解成果。d.采用单次观测，RTK 测量控制手簿单次观测的平面收敛精13、度2cm,高程收敛精度4cm。e.碎部点观测不得少于 5 个历元。f.作业结束前，应进行已知点的检查。g.不同参考站作业时，应检测一定数量的地物重合点。点位较差不应大于图上 0.6mm，高程较差不应大于基本等高距的 1/3。（2）数据采集的内容和要求 1）居民地及附属设施 各类建（构）筑物及其主要附属设施均应进行测绘并如实反映建筑结构特征。建（构）筑物宜用其外轮廓表示，房屋外廓以墙角为准。房前屋后的个体牲畜圈、厕所不表示，临时性建筑可不表示。垣栅测绘应表示清楚，取舍得当。围墙、栅栏、栏杆、篱笆、铁丝网等，根据其永久性、规整性、重要性等综合取舍。路灯只表示主要街道和道路两边和主要桥梁、广场等处的14、照明用灯、照射灯。2）交通及附属设施 交通及附属设施的测绘，图上应准确反映道路的类别等级、附属设施的结构和关系，并调注铺面材料。道路与房屋边线重合时，用房屋边线代表路边线，道路边线与建筑物的接头处间隔 0.2mm。跨水域的桥梁，应实测桥头，桥身的位置，较大的桥应实测桥墩的位置，并注桥梁建筑结构。道路立交的涵桥、高架桥和隧道均应实测表示。路中、道路交叉处、桥面应测注高程。道路、街道其铺面材料分别以砼、沥、石、砖等注记。3）管线及附属设施 永久性的电力线、通讯线应准确测绘表示，多种线路在同一杆架上时，可只表示主要的，可不连线，但应绘出方向。主要的和永久性的电力线，不论是6 高压还是低压，均需表示。15、杆位、塔位位置准确绘出。架空的、地面上的、有管堤的管道均应表示，并应分别用相应的符号表示，注记注输送物质的名称。架空管道的支架表示实际位置，当支架密集时，直线部分的支架可适当取舍。在能通车的道路上和街坊中主要通道上的检修井应测绘表示，道口处较多而无法全部表示时，可适当取舍，各处的消防栓应实测表示。4）水系及附属设施 测出道路沿线河沟、池塘位置，水体流向等。河沟的水涯线以测量时的水位为准。池塘的水涯线沿池塘的上边沿绘出，若上边沿为坎，则以坎符号表示。水域只表示坡坎线、水涯线即可，水涯线与坡坎线之间坡地可适当测注高程。5）地貌与土质 斜坡在图上投影小于 2mm 的，以坎符号表示。坡、坎比高小于 016、.5m或者图上长度小于 5mm 的，可以不表示。坎比高大于 1m，一般应坎上和坎下测量高程或量注比高。坡、坎密集处，可适当取舍。土坎过密，当两坎间距在图上小于 5mm 时，可适当取舍。取舍时，最上的坎和最下的坎，中间比高较大的坎，以及与等高线有交接关系的坎和不同植被分界处的坎要优先选取。坡坎纵横零乱、地貌破碎区域，坡坎取舍选择主要的坡坎，其余用等高线表示。6）植被 正确反映出植被的类别特征和范围分布。同一地段生长有多种植物时，可按经济价值和数量适当取舍，符号配置连同土质符号不得超过三种。地形图测绘总面积 0.03 平方公里。内业首先将存储在全站仪里的外业采集数据传输到电脑，然后结合外业草图，使17、用南方 CASS9.1 版成图软件自动编辑处理成图，比例尺为 1:500。地形图采用标准图幅 A3 分幅。最终测绘成果的平面为广州 2000 坐标系，广州高程系统。(四)其它项目测量 按业主要求，为了充分摸清测区现状，为设计提供可靠而真实的依据。在测量地形图的同时，对房屋外立面及范围内树木的位置、尺寸等详细参数进行调查测量。1.房屋外立面测量（1）数据获取 首先考察测区的观测环境，在所测建筑周边选择合适的扫描站点，要求站点两两之间扫描范围有重叠的地方，并且在合适的地方贴上靶纸作为公共配准点，要求每两站之间至少有三个同名点作为配准点，在选择好的测站点架好三维激光扫描仪，然后调平设置好扫描参数进行18、扫描，扫面完成把仪器搬至下一站。（2）数据的后处理 对整个建筑扫描完成后，得到每一站的点云数据，使用点云处理软件进行数据处理，点云数据处理的步骤为去噪、提取兴趣区、拼接配准等。提取兴趣区 7 三维激光扫描仪水平方向是 360全方位的扫描，周围的地物信息都会被记录。因此要删除与高架桥不相关的地物，只留下相关的点云信息。这样既能减少数据量，又能使扫描区域更具有几何特征，方便配准。拼接配准 由于三维激光扫描仪扫描都是以仪器中心作为坐标原点得到每站的点云数据，所以每站的点云数据都是独立的坐标系，配准就是要把所有的测站的点云数据都统一到同一个坐标框架。在站与站之间选择至少三个同名点作为拼接配准点，选择好19、拼接配准点之后进行拼接配准。点云数据统一化及分割 点云数据经过拼接、去噪后，点云数据中存在不同测站的数据，点云数据的总量非常大，在不影响对象精度和密度的情况下，尽可能的减少点云的数量，即要对点云进行统一化和抽稀。因此在建模之前需要根据建筑表面的特征进行分割，以便对不同的部分采用合理的方法进行建模，最后将所有的模型拼接成一个整体。（3）三维建模 利用专业三维建模软件进行建模，本项目中把得到建筑的整体三维点云数据导入徕卡 Cyclone REGISTER 360 软件中进行三维建模。（4）绘制立面图 利用专业的软件可以对模型进行长度、面积等量测,同时可以勾勒出建筑的数字线划立面图。2.树木测量 树20、木测量使用全站仪，采用全野外自动采集数据，并现场绘制详细草图。本次测量严格按 1:500 数字化测图的精度和要求进行作业，并在地形图上以相应的图式符号和标注加以表示。六、六、管线调查、探测管线调查、探测 地下管线探测包括管线探查和管线测量两部分工作内容。前者是现场查明各种地下管线的敷设现状及在地面的投影位置，埋深、规格、管线类别、材质等属性，并在地面设置管线点标志；后者是为查明的地下管线点及其附属设施进行测量。二者迭加处理编绘综合地下管线图。6.1、实地调查 管线点编号利用管线代码+顺序号组成，编号要保证在同一测区的唯一性。在管线点地面投影中心设置地面标志，用红油漆作记号。地下管线探查利用实地21、调查与仪器探查相结合的方法进行。1、本次实地调查主要是对明显管线点和隧道内的电力门、消防门、插座箱、照明配电箱作详细调查、量测、填写明显管线点调查表，同时确定必须用仪器探查的管线段。这是整个地下管线探测的基础。2、明显管线点实地调查的各种数据，我们都直接开井量测，并采用经检验合格的钢尺进行数据读取，读数至厘米，量测时要认真仔细辩读，避免人为粗差，以确保调查成果的准确性。8 3、同一井内有多个方向管应逐个量取，并注明连接方向。对有淤泥或杂物的排水井底需反复探查核实，若无法探测管内底深度，可量取管道直径，按“管顶深+管道直径”来确定管内底埋深。4、实地调查过程中，必要时我们邀请熟悉管线情况的有关人22、员参加，尤其是在部分没有明显管线点，必须进行仪器探查的地段。6.2、仪器探测 6.2.1 探测原则 1、仪器探查是在实地调查的基础上，根据不同的地下管线物理场条件，选用不同的物探方法和仪器对地下管线的隐蔽管线段进行探查。其一般探查原则是：（1）从已知到未知，从简单到复杂；（2）优先采用轻便、有效、快速、成本低的方法；（3）复杂条件下宜采用多种探查方式或方法互相验证。2、采用物探仪器探查地下管线，在现况资料不足或重要及复杂地段（如交叉路口等）进行搜索时，应进行重复扫描以确保管线无遗漏。3、探查地下管线，可供选择的物探方法有：电磁法、电磁波法、示踪法、扫描（盲探）法等。不论选用何种物探方法，其必须23、满足以下的地球物理条件：（1）被探查的地下管线与其周围地下介质之间有明显的物性差异。（2）被探查的地下管线所产生的异常场有足够的强度，能在地面上用仪器观测到，并能从干扰背景场中清楚地分辨出被查地下管线所产生的异常。（3）探查精度达到表城市地下管线探测技术规程的精度要求。4、利用仪器探查地下管线时，应根据探查对象、探查任务、地下介质条件、干扰因素等并经过方法试验来确定实际采用的物探方法及其技术参数的选择。根据工程的实际需要，我院主要采用的探测方法有低频电磁法和扫描（盲探）法。6.2.2 低频电磁法探测 该方法主要针对给水、电信、电力、路灯、煤气等地下金属管和电缆线探测的基本方法。1、基本原理：电24、磁法是以地下管线与周围介质的导电性和导磁性差异为主要物性基础，根据电磁感应原理观测和研究电磁场空间分布规律，从而达到寻找地下管线的目的。在工作中，是通过发射线圈提供谐变电流，在其周围建立谐变磁场，该场称为一次场。地下金属管线在一次谐变场的激发下形成谐变电流，在其周围又形成谐变磁场，称为二次场，电磁法即通过接收和追踪二次场的变化来探查管线。2、本项目选用英国产的 RD8100 型管线探测仪进行探测（见图 6-1），该仪器拥有独特的“70%”测深法（见图 6-2），使得探测准确性及可靠性大为提高，但一般不直接采用直读法。实际工作中，定深的管线点，我们一般情况下都选在被查管线前后至少 4 倍埋深范围25、内是单一的直管线，中间无分支或弯曲、且9 相邻平行管线之间的间距大于被查管线埋深的 1.5 倍以上或其干扰能被有效抑制的地段。当上述条件未能满足时，仪器的读数，我们一般仅作参考。图 6-1 RD8100 管线探测仪 图 6-2“70%”测深法示意图 3、实际工作中，被查金属管线邻近有较多平行管线或管线分布情况较复杂时，我们一般采用直连法、夹钳感应法、压线法或选择激发法等方式进行探查。当采用直连法时，要求把信号施加点上的绝缘层刮干净，保持良好的电性接触，而且接地电极合理布设，保证接地点上有良好的接地条件；当采用夹钳感应法时，夹钳套在被查管线上，要求保证夹钳接头通路。偶然情况下，当定深的管线点周围26、管线复杂、测深出现极不正常的情况时，我们一般采用直接开挖进行量测或采用钎探手段进行探测。4、当采用感应法探查地下管线时，要求使管线回路的电磁波传递处于最佳耦合状态，并保持适当的收发距离，使接收机既能接收到足够强的地下管线感应电磁场，又不受发射机一次场的干扰。6.2.3 扫描（盲探）法探测 根据管线探测的基本要求，为防止漏掉一些管线分支及不易察觉的管线异常，需要对测区内可疑地段进行扫描（盲探）法探测。本次工作采用英国产的RD8100 型管线探测仪进行平行扫描（盲探）工作，用感应法进行探测。工作时保持最低收发距，让发射机同接收机在同一条轴线上进行同步移动扫描，见图6-3。当接收机发现异常时，发射机27、不动，接收机利用“70%”测深法进行定位定深；两机互换位置，将该异常追踪到已知属性的管线上，如无法确定管线种类，可当未知管（管类代码：B）处理。图 6-3 管线仪平行扫描探测示意图 6.3、管线点测量 测量以城市地下管线探测技术规程、城市测量规范为技术依据，利用布设的 E 级 GPS 控制点及图根点作起算点，使用拓普康 ES601 全站仪施测。仪器的各项指标经检验均符合城市测量规范的要求，对管线点采用解析极10 坐标法施测。观测前，对所使用的拓普康 ES601 全站仪进行经纬仪水平轴不垂直于垂直轴之差的测定和照准部旋转是否正确以及已知点等方面的检测，确保符和要求后方进行管线点测量。地下管线点测28、量按物探作业人员在实地标定的点位用极坐标法进行测定，管线点高程采用电磁波测距三角高程法施测，同时记录物探点号，并与测量点号一一对应，同时一测站必须对已测量管线点进行 35 个点的重复观测检查，记录其两次结果的差值作为检查结果，以检查定向和起算数据的准确性，以保证外业数据采集的正确性。6.4、数据库建立、图形编辑 利用计算机成图系统，将电子全站仪自动记录的数据传入计算机，经数据转换后，进行成图。再根据数据库生成 1:500 综合地下管线图。图形编辑按照城市测量规范和1:500、1:1000、1:2000 地形图图式中的要求加注注记等。6.4.1、成果整理及管线数据库的建立 图块编码在外业手簿上进29、行，编码包括管线要素分类码、点号、连接顺序、线型、地下管线连接按图幅分段，先顺次连接主干线的各特征点，后连接支线上管线点。将野外采集的数据传输到 PC 机上进行数据处理，建立管线点成果及属性数据库，按管线图形编辑的要求进行编辑。6.4.2、工作图绘制 在全站仪、电子手簿进行数据处理修正后，将数据传输到计算机，经检查核对无误后数据入库，由JGWCAD1.2 管线数据管理系统编辑处理，生成报表文件、图块文件后，编辑完整各管线连接关系及注记等，自动生成管网图，分别绘制符合要求的综合地下管线图分幅打印每一次工作图，供外业作业小组检查、修改。外业小组对第一次工作图检查修改后，该工作图供测量和物探作业组对30、照检查，由物探作业组标注各种管线要素注记，然后绘制第二次工作图。第二次工作图要基本符合成图要求，在成图之前，由测量和物探专业人员对第二次工作图作全面检查。6.4.3、屏幕编辑、绘制图件和附表 为方便业主使用，电子文件中地形要素和管线要素分层存放。第二次工作图经全面检查并修改后，再次生成各类综合管线图和各类成果表，加注各管线的管径或断面尺寸、流向、电压、孔数、根数、权属单位等。七、七、质量检查质量检查 7.1、控制网检查 为了检查首级控制点的精度，采用全站仪检测平面控制网部分平面边长、角度和高差，以保证首级控制网的可靠性，经检查，精度指标均达到规范要求，控制成果可靠。7.2、工程测量成果检查 在31、内业对所有测量成果数据和图形进行检查后，外业利用不同的全站仪对所11 测地形图的断面数据进行外业重复设站，检查其地形、地物点的平面坐标及高程精度，对窨井进行重复量测检查。经过内外业检查，点位平面和高程精度、窨井量测精度均达到规范要求，测量成果质量可靠。7.3、管线成果质量检查 管线成果质量检查按三级检查制度进行逐级检查验收，检查比例和精度衡量标准按照城市地下管线探测技术规程要求进行。7.3.1、管线探测质量 为了进一步加强管线探测质量的管理，我司由专门的技术负责对各作业组各项作业进行全面细致检查，避免将问题带入成果，保证成果资料的可靠性。1、外业巡视检查 根据机助草图进行实地巡视检查，对地面标32、记、有无漏探、错探管线以及实地位置进行了详细的检查。经检查未发现问题。成果质量可靠。2、为了进一步加强管线探测质量的管理，我院质量检查人员采取实时跟踪作业的方式，对作业组各项作业进行全面细致检查，避免将问题带入成果，保证成果资料的可靠性。3、管线点重复量测检查 以随机抽样，兼顾均匀分布的原则，对隐蔽管线点进行仪器重复探测和对明显管线点开井重新量测检查。7.3.2、管线测量工作质量 本项目管线点的数据采集，采用全站仪全野外数字化解析测量获取坐标，数据由全站仪直接输入电脑，有效的避免了操作过程中的人为误差；且在散点数据采集过程中均采用测站间互检、收站前自检的方法，以达到消除粗差减少误差的目的。本次33、测量工作的质量检查主要是控制起算点坐标反算检查和管线点测量检查。1、控制起算点检查 主要是在全站仪收测管线点时，对所利用的控制点对进行100%距离和高差检查，如果发现有控制点不符合精度要求，立即停止该站的收测工作，剔除有问题的控制点，并向控制组反映，进行对应控制修测工作。2、管线点重复测量 采用的方法为重复设站检查，即随机抽取测区内约5%的综合地下管线点进行设站检查。样本抽取原则：在测区内分布均匀、在各种管线内分布具有代表性，在地段上要覆盖到各测量小组。管线测量精度以单位图幅内的两次观测所得坐标和高程进行中误差统计，地下管线测量精度要达到 城市地下管线探测技术规程（CJJ61-2017）要求。34、八、成果说明八、成果说明 1、地形图成果图里的树木为独立符号和实地坐标，房屋外立面图里的房屋平面及编号绘制在地形图中。2、管线成果表中物探点号栏中字母含义：“JS”为给水管线，“WS”为污水管线，“HS”为雨污合流管线，“TQ”为燃气管线,“GD”为供电管线，“LD”为路灯管线，“XH”为交通信号管线，“DX”为电信管线，“YD”为移动管线，12 “LT”为联通管线，KX”为监控管线。3、排水类管线埋深是量测到管底；电力若铺设在槽盒内（方沟）埋深是量测到沟底；电力、路灯、电信、公安交通管线若是管块埋设的，埋深量测到管块顶，若是直埋的，则以管顶埋深为准。电信管块、电力槽盒和排水沟渠的走廊结构，以35、宽高表示；圆管类的管线则注明管径大小。对于埋在地下的给水、煤气等量测到管顶。4、工程测量及管线探测其余重要问题说明请查看成果图上问题标注和数据成果表里的备注。5、本报告的工程测量及管线探测工作最终完成的时间为2023年9月，之后如果工程范围内地形发生变化及新敷设管线，则不属于本报告工程测量和管线探测的范围。九、成果使用建议九、成果使用建议 1、探测范围内密集管线处，施工时应注意避让，若发现不明管线，请及时通知我院核实和补充探测。2、地下管线相对密集地段，相互干扰较大，个别管线的位置和埋深可能存在偏差，这是物探结果共性问题，建议施工前开挖人工探槽，以确保管线位置、走向及埋深的准确性。3、若本工程36、在本次管线探测之后较长时间才施工，设计和施工单位应了解是否有新增管线或管线已迁改。4、物探范围内存在 11 种管线，工程施工时前需联系管线的权属单位进一步确认管线情况。5、需要指出的是，由于行业现有技术水平和仪器设备的局限性，可能存在管线漏探或是错探情况，施工时应对管线的复杂性有充分认识，采取有效措施确保管线安全。对图上显示存在管线的区域，应针对管线情况制定相应的保护方案；对于显示不存在管线的区域，施工时应采取试探式的施工方式复核是否存在管线，避免由于管线物探未发现管线而引起管线破坏造成工程事故。十、提交的成果资料十、提交的成果资料 1、工程测量及管线探测成果说明；2、控制点成果表；4、管线点37、数据成果表；5、房屋外立面图及首层平面图；6、树木位置、尺寸调查测量（绘制在地形图上）；7、1:500 数字化地形图；8、1:500 数据化地下管线图。控制点成果表：控制点成果表：E 级级 GPS 控制点成果表控制点成果表 点 号 纵坐标 X（m）横坐标 Y（m）高程 H（m）备 注 E01 192888.454 52121.619 6.609 E02 192942.705 52058.048 6.666 E03 181955.728 66540.226 5.602 E04 182058.561 66473.103 5.400 广州 2000 平面坐标系，广州高程系统 X坐标Y坐标地面高程管线38、高程JS1JS19非普查193106.7551949.706.546.040.50300铸铁直埋JS2JS19三通193060.0051973.976.806.350.45200铸铁直埋JS2JS5三通193060.0051973.976.806.350.45100铸铁直埋JS2JS20三通193060.0051973.976.806.350.45200铸铁直埋管管 线线 点点 成成 果果 表表特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS2JS20三通39、193060.0051973.976.806.350.45200铸铁直埋JS3JS6三通193055.9151982.206.766.310.45300铸铁直埋JS3JS4三通193055.9151982.206.766.310.45100铸铁直埋JS3JS19三通193055.9151982.206.766.310.45300铸铁直埋JS4JS3出地193052.8351975.746.796.340.45100铸铁直埋JS5JS2消防栓193062.0851972.796.956.500.45100铸铁直埋JS6JS7弯头193029.0451997.666.706.250.45300铸铁40、直埋JS6JS3弯头193029.0451997.666.706.250.45300铸铁直埋JS7JS8弯头193007.5952013.177.857.450.40300铸铁直埋JS7JS6弯头193007.5952013.177.857.450.40300铸铁直埋JS8JS10三通192976.0652033.036.596.190.40300铸铁直埋JS8JS9三通192976.0652033.036.596.190.40150铸铁直埋JS8JS7三通192976.0652033.036.596.190.40300铸铁直埋JS9JS8消防栓192976.9352034.186.556.141、50.40150铸铁直埋JS10JS12三通192924.8852067.596.916.510.40300铸铁直埋JS10JS12三通192924.8852067.596.916.510.40300铸铁直埋JS10JS11三通192924.8852067.596.916.510.40150铸铁直埋JS10JS8三通192924.8852067.596.916.510.40300铸铁直埋JS11JS10消防栓192925.3152068.326.896.490.40150铸铁直埋JS12JS14阀门井192896.0952085.706.876.470.40300铸铁直埋JS12JS10阀门井42、192896.0952085.706.876.470.40300铸铁直埋JS13JS14阀门井192850.9152113.256.866.460.4050铸铁直埋JS13JS23阀门井192850.9152113.256.866.560.3050铸铁直埋JS14JS15三通192852.2252114.706.936.530.40300铸铁直埋JS14JS13三通192852.2252114.706.936.530.4050铸铁直埋JS14JS12三通192852.2252114.706.936.530.40300铸铁直埋JS15JS16弯头192815.5452139.086.866.4643、0.40300铸铁直埋JS15JS14弯头192815.5452139.086.866.460.40300铸铁直埋JS16JS18三通192792.7552153.936.866.460.40300铸铁直埋JS16JS17三通铸铁直埋JS16JS17三通192792.7552153.936.866.460.4050铸铁直埋JS16JS15三通192792.7552153.936.866.460.40300铸铁直埋JS17JS16出地192792.4052153.076.976.570.4050铸铁直埋JS18JS16非普查192782.0552161.017.116.710.40300铸铁直埋44、JS19JS3三通193062.3551977.796.566.110.45300铸铁直埋JS19JS2三通193062.3551977.796.566.110.45200铸铁直埋JS19JS1三通193062.3551977.796.565.760.80300铸铁直埋JS20JS2非普查193058.6351970.286.576.470.10200铸铁直埋JS21JS22非普查192836.5352102.516.896.290.60100铸铁直埋JS22JS23阀门井192842.3752098.496.866.560.3050铸铁直埋JS22JS21阀门井192842.3752098.45、496.866.260.60100铸铁直埋JS22JS24阀门井192842.3752098.496.866.260.60100铸铁直埋JS23JS13三通192842.6452098.356.826.520.3050铸铁直埋13X坐标Y坐标地面高程管线高程管管 线线 点点 成成 果果 表表特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS23JS22三通192842.6452098.356.826.520.3050铸铁直埋JS24JS22三通192851.46、0752092.926.806.200.60100铸铁直埋JS24JS25三通192851.0752092.926.806.200.60100铸铁直埋JS24JS26三通192851.0752092.926.806.200.60100铸铁直埋JS24JS26三通192851.0752092.926.806.200.60100铸铁直埋JS25JS24出地192852.7452095.076.706.600.10100铸铁直埋JS26JS24三通192874.4752075.746.826.220.60100铸铁直埋JS26JS27三通192874.4752075.746.826.220.601047、0铸铁直埋JS26JS36三通192874.4752075.746.826.220.60100铸铁直埋JS27JS26三通192883.3452069.636.816.210.60100铸铁直埋JS27JS28三通192883.3452069.636.816.210.60100铸铁直埋JS27JS35三通192883.3452069.636.816.210.60100铸铁直埋JS28JS27三通192892.9152063.556.786.180.60100铸铁直埋JS28JS29三通192892.9152063.556.786.180.60100铸铁直埋JS28JS34三通192892.9148、52063.556.786.180.60100铸铁直埋JS29JS28三通192914.4952049.496.916.310.60100铸铁直埋JS29JS30三通192914.4952049.496.916.310.60100铸铁直埋JS29JS33三通192914.4952049.496.916.310.60100铸铁直埋JS30JS29三通192918.9652046.496.926.320.60100铸铁直埋JS30JS29三通192918.9652046.496.926.320.60100铸铁直埋JS30JS31三通192918.9652046.496.926.320.60100铸49、铁直埋JS30JS32三通192918.9652046.496.926.320.60100铸铁直埋JS31JS30非普查192938.0452035.916.696.090.60100铸铁直埋JS32JS30出地192920.3052048.706.936.830.10100铸铁直埋JS33JS29出地192915.7952051.606.926.820.10100铸铁直埋JS34JS28出地192894.4852065.706.786.680.10100铸铁直埋JS35JS27出地192884.9452072.026.216.110.10100铸铁直埋JS36JS26出地192875.97550、2077.996.876.770.10100铸铁直埋JS38JS39非普查193049.8452091.076.686.480.20100铸铁直埋JS39JS38三通193048.1552097.146.766.500.26100铸铁直埋JS39JS88三通193048.1552097.146.766.500.26100铸铁直埋JS39JS84三通193048.1552097.146.766.500.26100铸铁直埋JS40JS41弯头193062.5352118.606.766.560.20100铸铁直埋JS40JS83弯头铸铁直埋JS40JS83弯头193062.5352118.606.51、766.560.20100铸铁直埋JS41JS42弯头193028.5352140.947.227.020.20100铸铁直埋JS41JS40弯头193028.5352140.947.227.020.20100铸铁直埋JS42JS43弯头193001.5652158.906.976.770.20100铸铁直埋JS42JS41弯头193001.5652158.906.976.770.20100铸铁直埋JS43JS44弯头192994.6552163.846.996.790.20100铸铁直埋JS43JS42弯头192994.6552163.846.996.790.20100铸铁直埋JS44JS452、7三通192969.0452180.506.876.670.2030铸铁直埋JS44JS43三通192969.0452180.506.876.670.20100铸铁直埋JS44JS82三通192969.0452180.506.876.670.20100铸铁直埋JS45JS46弯头192960.2652179.556.766.610.1530铸铁直埋JS46JS53三通192928.0052130.706.886.730.15100铸铁直埋JS46JS47三通192928.0052130.706.886.730.15100铸铁直埋14X坐标Y坐标地面高程管线高程管管 线线 点点 成成 果果 表表53、特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS46JS45三通192928.0052130.706.886.730.1530铸铁直埋JS47JS46三通192933.4852127.186.886.730.15100铸铁直埋JS47JS48三通192933.4852127.186.886.730.1550PE直埋JS47JS44三通192933.4852127.186.886.730.1530铸铁直埋JS47JS44三通192933.4852127.1854、6.886.730.1530铸铁直埋JS48JS47三通192960.0252109.636.856.650.2050PE直埋JS48JS49三通192960.0252109.636.856.650.2050PE直埋JS48JS54三通192960.0252109.636.856.620.2330铸铁直埋JS49JS48三通192965.6852105.876.986.780.2050PE直埋JS49JS61三通192965.6852105.876.986.780.2050PE直埋JS49JS55三通192965.6852105.876.986.780.2050PE直埋JS50JS63弯头1955、2964.1852103.706.826.590.23100铸铁直埋JS50JS51弯头192964.1852103.706.826.590.23100铸铁直埋JS50JS85弯头192964.1852103.706.826.590.23100铸铁直埋JS51JS52弯头192957.9852107.796.846.610.23100铸铁直埋JS51JS50弯头192957.9852107.796.846.610.23100铸铁直埋JS52JS51非普查192922.4952131.516.876.640.23100铸铁直埋JS53JS46非普查192923.8452133.196.896.756、40.15100铸铁直埋JS54JS48弯头192990.9052157.296.616.460.1530铸铁直埋JS54JS48弯头192990.9052157.296.616.460.1530铸铁直埋JS55JS49弯头192997.5952153.116.776.610.1650PE直埋JS56JS61弯头193023.7352136.366.746.440.3050PE直埋JS57JS80弯头193029.5552132.136.696.560.1350铸铁直埋JS58JS59阀门井192992.3752087.837.186.920.26100铸铁直埋JS58JS61阀门井1929957、2.3752087.837.186.920.26100铸铁直埋JS59JS60三通192993.2352087.346.836.530.3050PE直埋JS59JS58三通192993.2352087.346.836.570.26100铸铁直埋JS59JS80三通192993.2352087.346.836.570.26100铸铁直埋JS60JS70阀门井192992.9152086.977.266.950.3150PE直埋JS60JS59阀门井192992.9152086.977.267.010.2550PE直埋JS61JS49192991.9252088.486.656.390.2650P58、E直埋JS61JS56192991.9252088.486.656.400.2550PE直埋JS61JS58192991.9252088.486.656.390.26100铸铁直埋JS62JS66三通铸铁直埋JS62JS66三通192975.6952096.706.836.680.15100铸铁直埋JS62JS63三通192975.6952096.706.836.680.15100铸铁直埋JS62JS65三通192975.6952096.706.836.530.30100铸铁直埋JS63JS62三通192969.4852100.486.826.670.15100铸铁直埋JS63JS50三通1959、2969.4852100.486.826.670.15100铸铁直埋JS63JS64三通192969.4852100.486.826.530.29100铸铁直埋JS64JS63出地192969.2352100.116.836.520.31100铸铁直埋JS65JS62出地192975.3052096.106.836.510.32100铸铁直埋JS66JS68三通192980.5252093.126.826.670.15100铸铁直埋JS66JS62三通192980.5252093.126.826.670.15100铸铁直埋JS66JS67三通192980.5252093.126.826.51060、.31100铸铁直埋JS67JS66出地192980.3152092.806.826.500.32100铸铁直埋JS68JS73三通192987.7852088.316.846.690.15100铸铁直埋15X坐标Y坐标地面高程管线高程管管 线线 点点 成成 果果 表表特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS68JS66三通192987.7852088.316.846.690.15100铸铁直埋JS68JS69三通192987.7852088.3161、6.846.540.30100铸铁直埋JS69JS68出地192987.6052088.046.836.520.31100铸铁直埋JS69JS72出地192987.6052088.046.836.530.30100铸铁直埋JS69JS72出地192987.6052088.046.836.530.30100铸铁直埋JS70JS71出地192992.1252085.076.836.570.2650PE直埋JS70JS60出地192992.1252085.076.836.570.2650PE直埋JS71JS73出地192991.0152085.806.836.520.3150PE直埋JS71JS7062、出地192991.0152085.806.836.510.3250PE直埋JS72JS69出地192989.6752086.706.836.500.33100铸铁直埋JS73JS76三通192991.1852086.456.836.680.15100铸铁直埋JS73JS71三通192991.1852086.456.836.580.2550PE直埋JS73JS68三通192991.1852086.456.836.680.15100铸铁直埋JS76JS77弯头192994.6352083.817.467.310.15100铸铁直埋JS76JS73弯头192994.6352083.817.467.363、10.15100铸铁直埋JS77JS76弯头193020.5552067.736.666.510.15100铸铁直埋JS78JS79三通193020.8752069.226.686.550.1350铸铁直埋JS78JS80三通193020.8752069.226.686.420.26100铸铁直埋JS78JS88三通193020.8752069.226.686.420.26100铸铁直埋JS78JS88三通193020.8752069.226.686.420.26100铸铁直埋JS79JS78弯头193052.8552116.886.696.430.2650铸铁直埋JS80JS78三通192964、97.4352085.186.736.470.26100铸铁直埋JS80JS57三通192997.4352085.186.736.470.2650铸铁直埋JS80JS59三通192997.4352085.186.736.470.26100铸铁直埋JS81JS88出地193026.8352064.796.506.350.15100铸铁直埋JS82JS44非普查192962.4452185.196.736.530.20100铸铁直埋JS83JS40非普查193065.1252116.996.646.440.20100铸铁直埋JS84JS39弯头193056.0352108.866.656.450.65、20100铸铁直埋JS85JS86阀门井192956.3152091.777.276.910.36100铸铁直埋JS85JS50阀门井192956.3152091.777.276.910.36100铸铁直埋JS86JS89三通192955.9852091.327.436.950.48400铸铁直埋JS86JS85三通192955.9852091.327.436.950.48100铸铁直埋JS86JS87三通192955.9852091.327.436.950.48400铸铁直埋JS87JS86非普查铸铁直埋JS87JS86非普查192918.0252115.376.826.360.46400铸66、铁直埋JS88JS78三通193026.4552065.076.836.630.20100铸铁直埋JS88JS81三通193026.4552065.076.836.630.20100铸铁直埋JS88JS39三通193026.4552065.076.836.630.20100铸铁直埋JS89JS86非普查193019.5152048.816.526.060.46400铸铁直埋16管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程WS0WS1检修井193106.8451951.786.554.052.50600砼直埋反向WS1WS0检修井193080.2951969.156.534.282.67、25600砼直埋正向WS1WS90检修井193080.2951969.156.534.282.25600砼直埋反向WS2WS3检修井193087.3651957.207.426.221.20300砼直埋正向WS3WS2检修井193083.6251959.756.955.681.27300砼直埋反向WS3WS4检修井193083.6251959.756.955.681.27300砼直埋正向WS4WS3检修井193081.6451961.077.185.681.50300砼直埋反向WS4WS5检修井193081.6451961.077.186.410.77100PVC直埋反向特征点管径或断面尺寸（68、mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：污水坐标（m）管线点号连接点号WS4WS6检修井193081.6451961.077.185.911.27300砼直埋正向WS5WS4入户193081.6251959.807.376.690.68100PVC直埋正向WS6WS7检修井193076.4351964.497.206.021.18150PVC直埋反向WS6WS4检修井193076.4351964.497.205.901.30300砼直埋反向WS6WS8检修井193076.4351964.497.205.69、901.30300砼直埋正向WS7WS6污水箅193078.4451967.486.386.020.36150PVC直埋正向WS8WS6检修井193071.9451967.586.845.541.30300砼直埋反向WS8WS9检修井193071.9451967.586.845.541.30300砼直埋正向WS9WS8检修井193067.3851970.726.875.471.40300砼直埋反向WS9WS10检修井193067.3851970.726.875.471.40300砼直埋正向WS10WS9检修井193062.0151974.396.845.391.45300砼直埋反向WS10WS70、11检修井193062.0151974.396.845.441.40400砼直埋反向WS10WS90检修井193062.0151974.396.845.321.52300砼直埋正向WS10WS21检修井193062.0151974.396.845.381.46300砼直埋反向WS11WS10非普查193061.2051972.816.845.441.40400砼直埋正向WS12WS13检修井193061.1051977.416.595.291.30600砼直埋反向WS12WS14检修井193061.1051977.416.595.990.60300砼直埋反向WS12WS15检修井193061.71、1051977.416.595.241.35600砼直埋正向WS13WS12非普查193058.3751973.446.585.301.28600砼直埋正向WS14WS12非普查193104.8251949.846.485.920.56300砼直埋正向WS15WS12非普查193064.9851984.736.695.291.40600砼直埋反向WS16WS90检修井193078.4051976.206.445.141.30300砼直埋正向WS17WS18检修井193061.1951982.216.554.452.10300砼直埋正向WS17WS19检修井193061.1951982.216.72、554.452.10400砼直埋反向WS18WS17检修井193062.0351983.986.524.322.20300砼直埋反向WS18WS20检修井193062.0351983.986.524.322.20600砼直埋反向WS18WS90检修井193062.0351983.986.524.322.20600砼直埋正向WS19WS17非普查193056.0951974.526.594.592.00400砼直埋正向WS20WS18检修井193044.0851996.336.414.262.15600砼直埋正向WS20WS22检修井193044.0851996.336.414.312.106073、0砼直埋反向WS21WS10弯头193028.5251997.216.735.381.35300砼直埋正向WS21WS23弯头193028.5251997.216.735.201.53300砼直埋反向WS22WS20检修井193005.5252021.696.414.312.10600砼直埋正向WS22WS24检修井193005.5252021.696.414.312.10600砼直埋反向WS23WS21192977.8052031.046.525.201.32300砼直埋正向WS23WS28192977.8052031.046.525.221.30300砼直埋正向WS23WS2819297774、.8052031.046.525.221.30300砼直埋正向WS24WS22检修井192967.1552046.736.454.352.10600砼直埋正向WS24WS25检修井192967.1552046.736.454.352.10600砼直埋反向WS25WS24检修井192950.3152058.356.544.342.20600砼直埋正向WS25WS26检修井192950.3152058.356.544.342.20500砼直埋反向WS25WS33检修井192950.3152058.356.544.342.20600砼直埋反向WS26WS25检修井192941.8652053.75675、.634.632.00500砼直埋正向WS27WS28检修井192940.1052057.936.795.291.50600砼直埋反向WS27WS30检修井192940.1052057.936.795.291.50600砼直埋正向WS27WS130检修井192940.1052057.936.795.581.21400砼直埋反向WS28WS23三通192939.1452056.236.635.311.32300砼直埋反向WS28WS27三通192939.1452056.236.635.231.40600砼直埋正向WS28WS122三通192939.1452056.236.636.030.602076、0HDPE直埋反向WS29WS130检修井192852.2152115.656.885.581.30400砼直埋正向WS29WS58检修井192852.2152115.656.885.331.55500砼直埋正向WS29WS59检修井192852.2152115.656.885.331.55500砼直埋反向WS29WS62检修井192852.2152115.656.885.581.30400砼直埋反向17管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设77、日期流向管线种类：污水坐标（m）管线点号连接点号WS30WS27非普查192945.0752065.756.615.011.60600砼直埋反向WS31WS32入户192936.4252058.127.056.650.40100PVC直埋正向WS32WS31化粪池192938.7452061.066.666.160.50100PVC直埋反向WS32WS33化粪池192938.7452061.066.665.760.90100PVC直埋正向WS33WS32检修井192928.2352072.316.785.751.03100PVC直埋反向WS33WS25检修井192928.2352072.31678、.784.682.10600砼直埋正向WS33WS34检修井192928.2352072.316.786.280.50150PVC直埋反向WS33WS46检修井192928.2352072.316.784.392.39600砼直埋反向WS34WS33检修井192925.5752065.487.226.820.40150PVC直埋正向WS34WS35检修井192925.5752065.487.226.500.72150PVC直埋反向WS34WS36检修井192925.5752065.487.226.410.81150PVC直埋反向WS35WS34检修井192930.8552062.536.90679、.500.40150PVC直埋正向WS36WS34检修井192920.0352070.526.816.410.40150PVC直埋正向WS36WS37检修井192920.0352070.526.816.410.40150PVC直埋正向WS37WS36检修井192920.8352072.056.666.260.40150PVC直埋反向WS37WS38检修井192920.8352072.056.666.060.60150PVC直埋正向WS38WS37检修井192917.4452074.576.675.970.70150PVC直埋反向WS38WS40检修井192917.4452074.576.67580、.970.70150PVC直埋正向WS39WS40检修井192909.8252076.546.826.420.40150PVC直埋正向WS40WS39检修井192910.3452079.186.586.180.40150PVC直埋反向WS40WS38检修井192910.3452079.186.585.880.70150PVC直埋反向WS40WS41检修井192910.3452079.186.586.080.50150PVC直埋反向WS40WS43检修井192910.3452079.186.585.880.70150PVC直埋正向WS41WS40检修井192904.3952080.866.82681、.420.40150PVC直埋正向WS41WS42检修井192904.3952080.866.826.420.40150PVC直埋反向WS42WS41检修井192899.3252084.346.826.420.40150PVC直埋正向WS42WS44检修井192899.3252084.346.826.420.40150PVC直埋反向WS43WS40检修井192888.4552093.556.705.950.75150PVC直埋反向WS43WS45检修井192888.4552093.556.706.200.50150PVC直埋反向WS43WS46检修井192888.4552093.556.70582、.950.75150PVC直埋正向WS43WS48检修井192888.4552093.556.705.950.75150PVC直埋反向WS44WS42检修井192892.8652088.636.846.440.40150PVC直埋正向WS44WS45检修井192892.8652088.636.846.440.40150PVC直埋正向WS45WS44检修井192887.0652091.976.876.470.40150PVC直埋反向WS45WS43检修井192887.0652091.976.876.470.40150PVC直埋正向WS46WS33检修井192892.1852096.856.49483、.392.10600砼直埋正向WS46WS43检修井192892.1852096.856.495.560.93150PVC直埋反向WS46WS61检修井192892.1852096.856.494.392.10600砼直埋反向WS47WS48检修井192881.4552095.809.739.190.54150PVC直埋正向WS48WS47检修井192883.3252097.696.576.220.35150PVC直埋反向WS48WS43检修井192883.3252097.696.575.870.70150PVC直埋正向WS48WS50检修井192883.3252097.696.575.87084、.70150PVC直埋反向WS49WS50检修井192876.5352099.706.796.390.40150PVC直埋正向WS50WS49检修井192876.5552101.416.626.300.32150PVC直埋反向WS50WS49检修井192876.5552101.416.626.300.32150PVC直埋反向WS50WS48检修井192876.5552101.416.625.930.69150PVC直埋正向WS50WS52检修井192876.5552101.416.625.930.69150PVC直埋反向WS51WS52检修井192871.3752102.236.886.28085、.60150PVC直埋正向WS52WS51检修井192872.9552104.016.686.150.53150PVC直埋反向WS52WS50检修井192872.9552104.016.686.030.65150PVC直埋正向WS52WS54检修井192872.9552104.016.686.030.65150PVC直埋反向WS53WS54检修井192866.9152105.726.726.220.50150PVC直埋正向WS54WS53检修井192867.8052107.296.706.250.45150PVC直埋反向WS54WS52检修井192867.8052107.296.706.08086、.62150PVC直埋正向WS55WS56检修井192860.4952109.976.966.510.45150PVC直埋正向WS56WS55检修井192853.8952114.156.916.410.50150PVC直埋反向WS56WS57检修井192853.8952114.156.916.410.50150PVC直埋正向WS57WS56检修井192854.9552115.666.666.060.60150PVC直埋反向WS57WS61检修井192854.9552115.666.666.060.60150PVC直埋正向WS58WS29非普查192857.5452123.466.805.17187、.63500砼直埋反向WS59WS29非普查192841.0652099.146.865.311.55500砼直埋正向18管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：污水坐标（m）管线点号连接点号WS60WS61检修井192847.7252113.346.735.031.70400砼直埋正向WS60WS68检修井192847.7252113.346.735.531.20150PVC直埋反向WS60WS73检修井192847.72588、2113.346.735.031.70150砼直埋反向WS61WS60检修井192853.6452121.996.664.831.83400砼直埋反向WS61WS57检修井192853.6452121.996.665.700.96150PVC直埋反向WS61WS46检修井192853.6452121.996.664.562.10600砼直埋正向WS61WS63检修井192853.6452121.996.664.562.10600砼直埋反向WS62WS29检修井192831.5652129.306.755.800.95400砼直埋正向WS62WS64检修井192831.5652129.306.789、55.820.93400砼直埋反向WS63WS61检修井192819.6152144.946.624.522.10600砼直埋正向WS63WS65检修井192819.6152144.946.624.522.10600砼直埋反向WS64WS62检修井192810.9352143.236.976.150.82400砼直埋正向WS64WS67检修井192810.9352143.236.976.150.82400砼直埋反向WS65WS63检修井192802.3652156.356.774.672.10600砼直埋正向WS65WS66检修井192802.3652156.356.774.672.1060090、砼直埋反向WS66WS65非普查192789.3752165.856.884.782.10600砼直埋正向WS67WS64非普查192785.2152160.107.036.270.76400砼直埋正向WS68WS60检修井192845.9852109.006.575.670.90150PVC直埋正向WS68WS69检修井192845.9852109.006.575.970.60150PVC直埋反向WS68WS75检修井192845.9852109.006.575.670.90150PVC直埋反向WS69WS68入户192848.3152107.556.806.300.50150PVC直埋正向91、WS70WS71污水箅192842.4652102.806.786.080.70150PVC直埋正向WS71WS70污水箅192839.7352104.206.776.070.70150PVC直埋反向WS71WS72污水箅192839.7352104.206.776.070.70150PVC直埋正向WS72WS71检修井192839.2052104.246.916.160.75150PVC直埋反向WS72WS73检修井192839.2052104.246.916.010.90150PVC直埋正向WS73WS60检修井192838.9952100.476.855.151.70150砼直埋正向WS92、73WS72检修井192838.9952100.476.855.751.10150PVC直埋反向WS73WS74检修井192838.9952100.476.856.190.6650PVC直埋反向WS73WS76检修井192838.9952100.476.855.151.70500砼直埋反向WS73WS79检修井192838.9952100.476.855.151.70400HDPE直埋反向WS74WS73非普查192834.8152100.116.656.200.4550PVC直埋正向WS75WS68检修井192841.2952101.906.655.750.90150PVC直埋正向WS75W93、S77检修井192841.2952101.906.655.750.90150PVC直埋反向WS76WS73检修井192838.8552096.826.745.041.70500砼直埋正向WS76WS78检修井192838.8552096.826.745.041.70500砼直埋反向WS77WS75非普查192836.4552095.176.655.750.90150PVC直埋正向WS78WS76弯头192845.9052093.966.805.101.70500砼直埋正向WS79WS92检修井192848.2452093.706.805.301.50400HDPE直埋反向WS79WS73检修井94、192848.2452093.706.805.301.50400HDPE直埋正向WS80WS81检修井192953.6752094.806.725.321.40砼直埋正向WS81WS80检修井192950.3152090.016.745.241.50砼直埋反向WS82WS83检修井192964.3652106.246.995.991.00300砼直埋正向WS83WS82检修井192962.9152107.146.99300砼直埋反向WS83WS82检修井192962.9152107.146.99300砼直埋反向WS90WS10检修井193075.9251974.576.525.221.303095、0砼直埋反向WS90WS16检修井193075.9251974.576.525.271.25300砼直埋反向WS90WS18检修井193075.9251974.576.524.272.25600砼直埋反向WS90WS1检修井193075.9251974.576.524.272.25600砼直埋正向WS92WS93窨井192858.8252087.016.815.311.50400HDPE直埋反向WS92WS79窨井192858.8252087.016.815.311.50400HDPE直埋正向WS93WS119窨井192866.7652081.696.825.721.10400HDPE直埋反向96、WS93WS92窨井192866.7652081.696.825.721.10400HDPE直埋正向WS93WS94窨井192866.7652081.696.826.520.30150HDPE直埋反向WS93WS95窨井192866.7652081.696.826.020.80200HDPE直埋反向WS94WS93窨井192868.0152083.086.796.490.30150HDPE直埋正向WS95WS93窨井192865.6352079.356.836.030.80200HDPE直埋正向WS95WS98窨井192865.6352079.356.836.030.80300砼直埋正向WS997、6WS119窨井192876.6652077.596.836.530.30150HDPE直埋正向WS97WS119窨井192882.7352070.966.835.731.10300HDPE直埋正向WS97WS120窨井192882.7352070.966.836.530.30150HDPE直埋反向19管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：污水坐标（m）管线点号连接点号WS98WS104窨井192883.5552068.3598、6.836.030.80300砼直埋正向WS98WS95窨井192883.5552068.356.836.030.80300砼直埋反向WS99WS100窨井192884.5852069.866.805.401.40300HDPE直埋正向WS99WS101窨井192884.5852069.866.806.000.80500砼直埋反向WS100WS99窨井192885.6652069.226.845.441.40300HDPE直埋反向WS100WS102窨井192885.6652069.226.845.441.40300HDPE直埋正向WS100WS105窨井192885.6652069.226.99、846.040.80400砼直埋反向WS101WS99户出192885.6552071.806.806.000.80500砼直埋正向WS102WS100窨井192894.0552063.986.795.391.40300HDPE直埋反向WS102WS107窨井192894.0552063.986.795.391.40300HDPE直埋正向WS102WS103窨井192894.0552063.986.795.990.80300砼直埋反向WS103WS110窨井192892.7152061.896.795.990.80300砼直埋正向WS103WS102窨井192892.7152061.896.7100、95.990.80300砼直埋正向WS103WS104窨井192892.7152061.896.795.990.80300砼直埋反向WS104WS103窨井192891.1352062.966.795.990.80300砼直埋正向WS104WS98窨井192891.1352062.966.795.990.80300砼直埋反向WS105WS100窨井192892.2152066.846.795.990.80400砼直埋正向WS105WS106窨井192892.2152066.846.796.140.65200砼直埋反向WS106WS105污水箅192895.7452064.406.796.190101、.60200砼直埋正向WS106WS108污水箅192895.7452064.406.796.190.60200砼直埋反向WS107WS102窨井192900.6152059.446.785.281.50300HDPE直埋反向WS107WS109窨井192900.6152059.446.785.381.40300HDPE直埋正向WS108WS106窨井192901.8852060.366.786.400.38200砼直埋正向WS109WS113窨井192909.9252053.356.855.351.50300HDPE直埋正向WS109WS112窨井192909.9252053.356.855102、.851.00200砼直埋反向WS109WS107窨井192909.9252053.356.855.351.50300HDPE直埋反向WS110WS116窨井192908.5752051.706.795.990.80300砼直埋正向WS110WS103窨井192908.5752051.706.795.990.80300砼直埋反向WS111WS112窨井192912.0152053.756.785.781.00200砼直埋正向WS112WS111窨井192909.1452056.236.785.781.00200砼直埋反向WS112WS109窨井192909.1452056.236.785.78103、1.00200砼直埋正向WS113WS109窨井192926.5152042.396.845.141.70300HDPE直埋反向WS113WS115窨井192926.5152042.396.845.141.70300HDPE直埋正向WS113WS114窨井192926.5152042.396.846.040.80200砼直埋反向WS114WS117窨井192926.8652044.276.826.320.50200砼直埋反向WS114WS113窨井192926.8652044.276.826.320.50200砼直埋正向WS115WS113窨井192932.2152038.736.744.89104、1.85300HDPE直埋反向WS115WS118窨井192932.2152038.736.744.891.85300HDPE直埋正向WS116WS110窨井192927.9152038.326.635.830.80300砼直埋反向WS116WS123窨井192927.9152038.326.635.331.30400砼直埋正向WS117WS114污水箅192923.9552046.426.796.290.50200砼直埋正向WS118WS115非普查192937.3552034.946.694.841.85300HDPE直埋反向WS119WS97窨井192875.8052075.896.83105、5.731.10300HDPE直埋反向WS119WS93窨井192875.8052075.896.835.731.10400HDPE直埋正向WS119WS93窨井192875.8052075.896.835.731.10400HDPE直埋正向WS119WS96窨井192875.8052075.896.836.530.30150HDPE直埋反向WS120WS97雨水篦192882.6452073.226.836.530.30150HDPE直埋正向WS121WS122窨井192933.8552048.096.866.260.60200HDPE直埋正向WS122WS121窨井192935.30520106、50.276.836.230.60200HDPE直埋反向WS122WS28窨井192935.3052050.276.836.230.60200HDPE直埋正向WS123WS116非普查192936.3852033.036.835.321.51400砼直埋反向WS130WS29检修井192896.1652086.796.835.621.21400砼直埋反向WS130WS27检修井192896.1652086.796.835.531.30400砼直埋正向20管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程HS200HS201窨井192930.6252127.926.895.641.2530107、0砼直埋反向明渠HS200HS225窨井192930.6252127.926.896.050.84300砼直埋反向明渠HS201HS205窨井192941.0952144.376.986.050.93300砼直埋反向明渠HS201HS200窨井192941.0952144.376.986.230.75300砼直埋正向明渠HS202HS203窨井192940.7552146.126.975.271.70300砼直埋正向明渠HS202HS222窨井192940.7552146.126.975.271.70300砼直埋反向明渠HS203HS204窨井192944.8652152.496.885.18108、1.70300砼直埋正向明渠特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：雨污合流坐标（m）管线点号连接点号HS203HS204窨井192944.8652152.496.885.181.70300砼直埋正向明渠HS203HS202窨井192944.8652152.496.885.181.70300砼直埋反向明渠HS204HS210窨井192950.5552161.616.845.141.70300砼直埋正向明渠HS204HS203窨井192950.5552161.616.845.141.109、70300砼直埋反向明渠HS204HS207窨井192950.5552161.616.846.190.65200砼直埋反向明渠HS205HS211窨井192951.8652160.856.806.050.75300砼直埋反向明渠HS205HS201窨井192951.8652160.856.806.050.75300砼直埋正向明渠HS205HS206窨井192951.8652160.856.806.150.65200砼直埋反向明渠HS206HS205污水箅192953.8652159.606.586.130.45200砼直埋正向明渠HS207HS204污水箅192949.1552161.606.110、766.310.45200砼直埋正向明渠HS208HS209污水箅192954.1852169.716.746.290.45200砼直埋正向明渠HS209HS208污水箅192959.6652178.006.766.260.50200砼直埋反向明渠HS209HS210污水箅192959.6652178.006.766.260.50200砼直埋正向明渠HS210HS204窨井192961.1852179.086.825.121.70300砼直埋反向明渠HS210HS213窨井192961.1852179.086.825.521.30600砼直埋正向明渠HS210HS209窨井192961.185111、2179.086.826.320.50200砼直埋反向明渠HS210HS209窨井192961.1852179.086.826.320.50200砼直埋反向明渠HS211HS205窨井192964.8352174.026.856.100.75300砼直埋正向明渠HS211HS214窨井192964.8352174.026.856.350.50150PVC直埋反向明渠HS212HS220窨井192969.5252175.706.915.761.15400砼直埋正向明渠HS212HS215窨井192969.5252175.706.916.410.50150PVC直埋反向明渠HS213HS210窨井112、192970.2052173.376.905.501.40600砼直埋反向明渠HS213HS221窨井192970.2052173.376.905.501.40600砼直埋正向明渠HS214HS211污水箅192966.2752174.516.856.450.40150PVC直埋正向明渠HS215HS216污水箅192969.8652180.586.776.270.50150PVC直埋反向明渠HS215HS212污水箅192969.8652180.586.776.370.40150PVC直埋正向明渠HS216HS215污水箅192974.9052177.746.716.310.40150PVC113、直埋正向明渠HS217HS221污水箅192978.2752166.316.826.420.40150PVC直埋正向明渠HS218HS220污水箅192984.3552169.236.766.360.40150PVC直埋正向明渠HS219HS230污水箅192991.4052157.686.826.370.45200砼直埋正向明渠HS220HS212窨井192982.3152166.766.885.731.15400砼直埋反向明渠HS220HS230窨井192982.3152166.766.885.731.15400砼直埋正向明渠HS220HS230窨井192982.3152166.766.8114、85.731.15400砼直埋正向明渠HS220HS218窨井192982.3152166.766.886.380.50150PVC直埋反向明渠HS221HS213窨井192978.7952167.196.845.441.40600砼直埋反向明渠HS221HS231窨井192978.7952167.196.845.441.40600砼直埋正向明渠HS221HS217窨井192978.7952167.196.846.340.50150PVC直埋反向明渠HS222HS202窨井192934.8452137.096.885.181.70300砼直埋正向明渠HS223HS300非普查192920.42115、52111.416.835.231.60500砼直埋反向HS224HS227窨井192962.9152107.146.995.361.63500砼直埋反向HS224HS269窨井192962.9152107.146.995.541.45500砼直埋正向HS224HS236窨井192962.9152107.146.995.791.20300砼直埋反向HS225HS200窨井192959.7252108.856.846.040.80300砼直埋正向HS226HS235窨井192969.8552115.446.855.551.30600砼直埋反向HS226HS228窨井192969.8552115.116、446.855.551.30600砼直埋正向HS226HS237窨井192969.8552115.446.856.200.65200砼直埋反向21管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：雨污合流坐标（m）管线点号连接点号HS227HS229窨井192974.9952127.896.815.361.45500砼直埋反向HS227HS224窨井192974.9952127.896.815.361.45500砼直埋正向HS227HS117、234窨井192974.9952127.896.816.160.65200砼直埋反向HS228HS226窨井192982.2652134.516.825.521.30600砼直埋反向HS228HS231窨井192982.2652134.516.825.521.30600砼直埋正向HS229HS230窨井192989.3052147.266.855.401.45500砼直埋反向HS229HS227窨井192989.3052147.266.855.401.45500砼直埋正向HS229HS227窨井192989.3052147.266.855.401.45500砼直埋正向HS229HS233窨井1118、92989.3052147.266.856.200.65200砼直埋反向HS230HS244窨井192996.0052157.236.845.591.25400砼直埋反向HS230HS220窨井192996.0052157.236.845.691.15400砼直埋反向HS230HS229窨井192996.0052157.236.845.391.45500砼直埋正向HS230HS232窨井192996.0052157.236.846.190.65200砼直埋反向HS230HS219窨井192996.0052157.236.846.190.65200砼直埋反向HS231HS228窨井192996.119、7852155.166.845.291.55600砼直埋反向HS231HS221窨井192996.7852155.166.845.291.55600砼直埋反向HS231HS240窨井192996.7852155.166.845.241.60600砼直埋正向HS232HS230污水箅192995.4052162.206.826.370.45200砼直埋正向HS233HS229污水箅192991.5652145.946.856.400.45200砼直埋正向HS234HS227污水箅192977.7952125.176.796.340.45200砼直埋正向HS235HS251窨井192964.365120、2106.246.995.451.54300砼直埋反向HS235HS226窨井192964.3652106.246.995.841.15600砼直埋正向HS236HS224污水箅192961.1052112.046.856.150.70300砼直埋正向HS236HS224污水箅192961.1052112.046.856.150.70300砼直埋正向HS237HS226污水箅192970.7452114.226.856.400.45200砼直埋正向HS238HS240污水箅193010.4852144.986.696.240.45200砼直埋正向HS239HS240污水箅193012.2752121、151.116.656.200.45200砼直埋正向HS240HS231窨井193011.4052145.706.895.091.80600砼直埋反向HS240HS243窨井193011.4052145.706.895.091.80600砼直埋正向HS240HS239窨井193011.4052145.706.896.240.65200砼直埋反向HS240HS238窨井193011.4052145.706.896.240.65200砼直埋反向HS241HS244污水箅193021.1052145.096.816.310.50200砼直埋正向HS242HS243污水箅193029.5952132.122、456.696.190.50200砼直埋正向HS243HS240窨井193028.5452134.136.824.772.05600砼直埋反向HS243HS268窨井193028.5452134.136.824.772.05600砼直埋正向HS243HS242窨井193028.5452134.136.826.120.70200砼直埋反向HS244HS267窨井193028.2252136.676.785.631.15400砼直埋反向HS244HS230窨井193028.2252136.676.785.631.15400砼直埋正向HS244HS247窨井193028.2252136.676.78123、5.481.30300砼直埋反向HS244HS247窨井193028.2252136.676.785.481.30300砼直埋反向HS244HS273窨井193028.2252136.676.786.080.70200砼直埋反向HS244HS245窨井193028.2252136.676.786.080.70200砼直埋反向HS244HS241窨井193028.2252136.676.786.080.70200砼直埋反向HS245HS244污水箅193028.9752139.866.746.240.50200砼直埋正向HS246HS247污水箅193013.6352118.936.205.70124、0.50200砼直埋正向HS247HS249窨井193015.6952117.646.865.561.30300砼直埋反向HS247HS244窨井193015.6952117.646.865.561.30300砼直埋正向HS247HS246窨井193015.6952117.646.865.701.16200砼直埋反向HS248HS250窨井193014.3252112.656.815.811.00300砼直埋正向HS249HS247窨井193005.3152101.866.855.551.30300砼直埋正向HS250HS248窨井192997.9152090.256.725.721.0030125、0砼直埋反向HS250HS251窨井192997.9152090.256.725.721.00300砼直埋正向HS251HS235窨井192994.4552085.326.465.461.00300砼直埋正向22管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：雨污合流坐标（m）管线点号连接点号HS251HS253窨井192994.4552085.326.465.361.10300砼直埋反向HS251HS250窨井192994.4552126、085.326.465.461.00300砼直埋反向HS251HS252窨井192994.4552085.326.465.960.50200砼直埋反向HS252HS251污水箅192997.9052084.766.776.270.50200砼直埋正向HS253HS260窨井193022.1952066.966.655.351.30300砼直埋正向HS253HS251窨井193022.1952066.966.655.750.90300砼直埋正向HS254HS259窨井193024.4752068.116.705.750.95300砼直埋反向HS254HS259窨井193024.4752068.1127、16.705.750.95300砼直埋反向HS254HS255窨井193024.4752068.116.705.750.95300砼直埋正向HS254HS257窨井193024.4752068.116.706.000.70200砼直埋反向HS254HS271窨井193024.4752068.116.706.000.70200砼直埋反向HS255HS254窨井193013.6452051.416.575.620.95300砼直埋反向HS255HS256窨井193013.6452051.416.575.371.20500砼直埋正向HS256HS255窨井193008.0152054.826.495128、.241.25500砼直埋反向HS256HS300窨井193008.0152054.826.495.241.25500砼直埋正向HS257HS254污水箅193026.7052066.586.526.020.50200砼直埋正向HS258HS259污水箅193036.9752081.686.736.230.50200砼直埋正向HS259HS254窨井193034.2552082.826.715.760.95300砼直埋正向HS259HS261窨井193034.2552082.826.715.760.95300砼直埋正向HS259HS258窨井193034.2552082.826.716.010129、.70200砼直埋反向HS259HS272窨井193034.2552082.826.716.010.70200砼直埋反向HS260HS253窨井193032.8752083.246.765.461.30300砼直埋反向HS260HS262窨井193032.8752083.246.765.461.30300砼直埋正向HS260HS262窨井193032.8752083.246.765.461.30300砼直埋正向HS261HS259窨井193043.5352096.986.705.750.95300砼直埋反向HS261HS265窨井193043.5352096.986.705.750.95300130、砼直埋正向HS261HS263窨井193043.5352096.986.706.000.70200砼直埋反向HS262HS260窨井193043.6452099.436.695.391.30300砼直埋反向HS262HS264窨井193043.6452099.436.695.391.30300砼直埋正向HS263HS261污水箅193044.7852093.556.636.130.50200砼直埋正向HS264HS268窨井193055.2552116.686.804.752.05600砼直埋反向HS264HS270窨井193055.2552116.686.804.752.05600砼直埋正向131、HS264HS262窨井193055.2552116.686.805.451.35300砼直埋反向HS265HS261窨井193061.0152114.676.735.731.00300砼直埋反向HS265HS267窨井193061.0152114.676.735.731.00400砼直埋正向HS265HS266窨井193061.0152114.676.736.230.50200砼直埋反向HS266HS265污水箅193063.0352117.866.716.210.50200砼直埋正向HS267HS265窨井193043.1952127.096.845.841.00400砼直埋反向HS267132、HS244窨井193043.1952127.096.845.841.00400砼直埋正向HS267HS244窨井193043.1952127.096.845.841.00400砼直埋正向HS268HS243窨井193041.3952126.016.814.762.05600砼直埋反向HS268HS264窨井193041.3952126.016.814.762.05600砼直埋正向HS269HS224窨井192953.6752094.806.725.271.45500砼直埋反向HS270HS264窨井193059.6752110.006.654.452.20600砼直埋反向HS271HS254污133、水箅193021.8252070.996.686.180.50200砼直埋正向HS272HS259污水箅193031.6152084.676.816.310.50200砼直埋正向HS273HS244污水箅193040.8852131.996.826.320.50200砼直埋正向HS300HS256窨井192964.2152083.116.665.061.60500砼直埋反向HS300HS223窨井192964.2152083.116.665.411.25500砼直埋正向23管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程TR39TR40出地193060.5751970.856.575.134、770.80215HDPE中压直埋顶管 信号弱TR40TR41弯头193057.2151972.756.705.900.80215HDPE中压直埋顶管 信号弱TR40TR39弯头193057.2151972.756.705.900.80215HDPE中压直埋顶管 信号弱TR41TR42弯头193061.3051979.206.695.890.80215HDPE中压直埋顶管 信号弱TR41TR40弯头193061.3051979.206.695.890.80215HDPE中压直埋顶管 信号弱特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号135、：全幅附属物名称压力或电压埋设日期流向管线种类：天然气坐标（m）管线点号连接点号TR41TR54弯头193061.3051979.206.695.890.80215HDPE中压直埋顶管 信号弱TR42TR43弯头193058.2051981.476.926.120.80215HDPE中压直埋顶管 信号弱TR42TR41弯头193058.2051981.476.926.120.80215HDPE中压直埋顶管 信号弱TR43TR44弯头193030.4751999.656.465.660.80215HDPE中压直埋顶管 信号弱TR43TR42弯头193030.4751999.656.465.660136、.80215HDPE中压直埋顶管 信号弱TR44TR45弯头193002.7352018.957.616.810.80215HDPE中压直埋顶管 信号弱TR44TR43弯头193002.7352018.957.616.810.80215HDPE中压直埋顶管 信号弱TR45TR46弯头192975.1952036.056.455.650.80215HDPE中压直埋顶管 信号弱TR45TR44弯头192975.1952036.056.455.650.80215HDPE中压直埋顶管 信号弱TR46TR48阀门井 192947.6752053.846.555.750.80215HDPE中压直埋顶管 信137、号弱TR46TR45阀门井 192947.6752053.846.555.750.80215HDPE中压直埋顶管 信号弱TR47TR49阀门井 192946.9952053.746.575.770.80215HDPE中压直埋顶管 信号弱TR47TR48阀门井 192946.9952053.746.575.770.80215HDPE中压直埋顶管 信号弱TR48TR47弯头192947.2452054.436.585.780.80215HDPE中压直埋顶管 信号弱TR48TR47弯头192947.2452054.436.585.780.80215HDPE中压直埋顶管 信号弱TR48TR46弯头19138、2947.2452054.436.585.780.80215HDPE中压直埋顶管 信号弱TR49TR51三通192937.0052039.196.705.900.80215HDPE中压直埋顶管 信号弱TR49TR50三通192937.0052039.196.705.900.80215HDPE中压直埋顶管 信号弱TR49TR47三通192937.0052039.196.705.900.80215HDPE中压直埋顶管 信号弱TR50TR50弯头192936.7352038.656.705.900.80215HDPE中压直埋顶管 信号弱TR50TR52弯头192936.7352038.656.705139、.900.80215HDPE中压直埋顶管 信号弱TR50TR49弯头192936.7352038.656.705.900.80215HDPE中压直埋顶管 信号弱TR51TR53弯头192936.0852039.886.715.910.80215HDPE中压直埋顶管 信号弱TR51TR49弯头192936.0852039.886.715.910.80215HDPE中压直埋顶管 信号弱TR52TR50非普查192939.7952036.546.846.040.80215HDPE中压直埋顶管 信号弱TR53TR51非普查192932.6952034.726.625.820.80215HDPE中压直埋140、顶管 信号弱TR54TR41非普查193066.3651986.167.116.310.80215HDPE中压直埋顶管 信号弱24管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程GD1GD222非普查193098.4351945.196.766.060.70200X100铜1012/1管块3GD2GD3弯头193094.6451953.066.866.160.70200X100铜1012/1管块3GD2GD222弯头193094.6451953.066.866.160.70200X100铜1012/1管块3GD3GD4弯头手孔193058.7251976.746.595.890.702141、00X100铜1012/1管块3GD3GD2弯头手孔193058.7251976.746.595.890.70200X100铜1012/1管块3特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：供电坐标（m）管线点号连接点号GD4GD3非普查193055.2251971.346.615.910.70200X100铜1012/1管块3GD5GD6非普查193054.5451975.379.078.570.50200X100铜1012/1管块3GD6GD5非普查193063.2451988.62142、8.047.540.50200X100铜1012/1管块3GD7GD8非普查193029.0251996.446.716.210.5050铜101管埋3GD8GD7非普查193033.7652004.956.255.750.5050铜101管埋3GD9GD10上杆192866.5352116.916.906.100.8050铜101管埋3GD10GD9进房192861.3852108.767.167.060.1050铜101管埋3GD11GD12上杆192944.1152065.587.146.990.1550铜101管埋3GD12GD11非普查192926.5952038.656.876.3143、10.5650铜101管埋3GD39GD40弯头192985.5452090.646.816.310.50500X500铜10210/2管块GD39GD41弯头192985.5452090.646.816.310.50500X500铜10210/2管块GD40GD39弯头192984.8552089.786.886.380.50500X500铜10210/2管块GD41GD39弯头192964.6352104.646.876.370.50500X500铜10210/2管块GD41GD42弯头192964.6352104.646.876.370.50500X500铜1021/1管块GD41GD4144、2弯头192964.6352104.646.876.370.50500X500铜1021/1管块GD42GD41弯头192929.1552127.876.866.360.50500X500铜1021/1管块GD42GD43弯头192929.1552127.876.866.360.50500X500铜10210/2管块GD43GD42非普查192921.3952132.986.856.350.50500X500铜10210/2管块GD44GD45弯头192959.0852095.536.636.400.23100铜0.2211/1管埋GD45GD44弯头192953.5252099.396.64145、6.350.29100铜0.2211/1管埋GD222GD2弯头193097.4151949.126.135.430.70200X100铜1012/1管块GD222GD1弯头193097.4151949.126.135.430.70200X100铜1012/1管块X坐标Y坐标地面管线LD1LD2非普查193019.6352049.756.496.140.3520铜0.22kV2管埋LD2LD3灯杆193010.1752056.366.756.400.3520铜0.22kV2管埋LD2LD1灯杆193010.1752056.366.756.400.3520铜0.22kV2管埋埋设日期流向权属单位146、备 注管径或断面尺寸材质压力或电压电缆条数总孔数/已用孔数埋设方式图幅编号：全幅管线种类：路灯管线点号连接点号特征点附属物名称坐标（m）高程（m）埋深(m)LD3LD4灯杆192986.6452071.296.776.420.3520铜0.22kV2管埋LD3LD2灯杆192986.6452071.296.776.420.3520铜0.22kV2管埋LD4LD5灯杆192964.0252086.286.796.440.3520铜0.22kV2管埋LD4LD3灯杆192964.0252086.286.796.440.3520铜0.22kV2管埋LD5LD4非普查192921.0352114.72147、6.856.500.3520铜0.22kV2管埋25管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程XH1XH3手孔192795.0552163.456.976.770.2020铜2管埋XH2XH3交通信号灯192793.0052155.596.836.630.2020铜2管埋XH3XH1转折点192790.8852157.176.826.620.2020铜2管埋XH3XH2转折点192790.8852157.176.826.620.2020铜2管埋特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日148、期流向管线种类：交通信号坐标（m）管线点号连接点号XH4XH5交通信号灯193101.1551948.336.626.070.5520铜2管埋XH5XH6手孔193100.8551948.936.545.990.5520铜2管埋XH5XH4手孔193100.8551948.936.545.990.5520铜2管埋XH6XH5非普查193106.9751959.846.495.940.5520铜2管埋X坐标Y坐标地面高程管线高程DX1DX2非普查192921.4652115.706.856.050.80200X100光纤82/2管块DX2DX3人孔192955.2952092.696.785.9149、80.80200X100光纤82/2管块埋设日期流向权属单位备 注管径或断面尺寸（mm）材质压力或电压电缆条数总孔数/已用孔数埋设方式图幅编号：全幅管线种类：中国电信管线点号连接点号特征点附属物名称坐标（m）高程（m）埋深(m)DX2DX3人孔192955.2952092.696.785.980.80200X100光纤82/2管块DX2DX1人孔192955.2952092.696.785.980.80200X100光纤82/2管块DX2DX4人孔192955.2952092.696.785.980.80200X100光纤82/2管块DX3DX2非普查193020.0952050.926.52150、5.720.80200X100光纤82/2管块DX3DX4非普查193020.0952050.926.525.720.80200X100光纤82/2管块DX4DX3非普查192987.6952071.806.655.850.80200X100光纤82/2管块DX4DX2非普查192987.6952071.806.655.850.80200X100光纤82/2管块26管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程YD1YD2手孔193095.2651951.426.826.120.70200X100光纤122/2管块YD1YD3手孔193095.2651951.426.826.120.151、70200X100光纤122/2管块YD2YD1非普查193104.7551965.846.475.670.80200X100光纤122/2管块YD3YD1非普查193097.4751947.396.345.640.70200X100光纤122/2管块YD4YD5非普查192931.8452035.166.676.170.5050光纤5管埋特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅附属物名称压力或电压埋设日期流向管线种类：中国移动坐标（m）管线点号连接点号YD5YD4非普查192951.0352062.536.626.120152、.5050光纤5管埋YD6YD7非普查192952.5452060.046.556.050.5050光纤5管埋YD7YD6上杆192946.9052051.096.756.250.5050光纤5管埋YD8YD10弯头192957.0452093.097.396.890.50200X100光纤52/2管块YD8YD9弯头192957.0452093.097.396.890.50200X100光纤52/2管块YD9YD8非普查192921.9252116.506.856.350.50200X100光纤52/2管块YD10YD8非普查193020.3152051.806.596.090.50200X153、100光纤52/2管块YD11YD12上杆193024.3252059.716.746.540.20400X200光纤88/2管块YD12YD11手孔193021.6252061.476.536.070.46400X200光纤88/2管块YD12YD13手孔193021.6252061.476.536.030.50400X200光纤88/2管块YD13YD12非普查193013.2452048.726.596.060.53400X200光纤88/2管块埋设日期流向权属单位备 注管径或断面材质压力或电缆条数总孔数/已用埋设方式图幅编号：全幅管线种类：中国联通管线点号连接点号特征点附属物名称坐标（154、m）高程（m）埋深(m)X坐标Y坐标地面管线LT1LT2手孔193091.4451952.946.736.130.60200X200光纤84/4管块LT1LT3手孔193091.4451952.946.736.130.60200X200光纤84/4管块LT2LT1非普查193090.9451950.626.776.170.60200X200光纤84/4管块LT3LT1手孔193061.3551973.436.866.260.60200X200光纤84/4管块LT3LT4手孔193061.3551973.436.866.260.60200X200光纤44/4管块LT3LT5手孔193061.35155、51973.436.866.260.60200X200光纤44/4管块LT4LT3非普查193059.7751969.756.575.970.60200X200光纤44/4管块LT5LT3弯头193059.2551979.496.595.990.60200X200光纤44/4管块LT5LT6弯头193059.2551979.496.595.990.60200X200光纤44/4管块LT6LT5弯头手孔193030.1351997.716.515.910.60200X200光纤44/4管块LT6LT8弯头手孔193030.1351997.716.515.910.60200X200光纤44/4管块156、LT7LT8非普查193020.1452003.717.937.330.60200X200光纤44/4管块LT8LT6手孔193021.4252004.747.627.020.60200X200光纤44/4管块LT8LT7手孔193021.4252004.747.627.020.60200X200光纤44/4管块日期流向权属单位备 注断面尺寸材质或电压条数已用孔数方式点号点号点名称(m)27管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程JS200JS201阀门井182053.0766470.205.424.820.60200铸铁直埋JS200JS203阀门井182053.076647157、0.205.424.820.60200铸铁直埋JS201JS235三通182053.8266470.925.544.341.20400铸铁直埋信号弱信埋深定位存在误差JS201JS202三通182053.8266470.925.544.341.20400铸铁直埋信号弱信埋深定位存在误差JS201JS200三通182053.8266470.925.544.940.60200铸铁直埋信号弱信埋深定位存在误差JS202JS201出测区182055.6366468.085.254.051.20400铸铁直埋信号弱信埋深定位存在误差JS203JS200三通182038.7766455.735.374.7158、70.60200铸铁直埋特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS203JS204三通182038.7766455.735.374.770.60100铸铁直埋JS203JS237三通182038.7766455.735.374.770.60200铸铁直埋JS204JS203阀门井182038.5866456.305.334.730.60100铸铁直埋JS204JS205阀门井182038.5866456.305.334.730.6010159、0铸铁直埋JS205JS204阀门井182037.2166457.795.695.090.60100铸铁直埋JS205JS206阀门井182037.2166457.795.695.090.60100铸铁直埋JS206JS205出地182034.9166461.085.355.250.10100铸铁直埋JS206JS234出地182034.9166461.085.355.050.30100铸铁直埋JS207JS234出地182035.3366461.725.455.350.1050铸铁直埋JS208JS234三通182029.7166467.185.465.160.30100铸铁直埋JS208J160、S211三通182029.7166467.185.465.160.30100铸铁直埋JS208JS210三通182029.7166467.185.465.160.30100铸铁直埋JS209JS224三通182043.7866479.745.595.090.50100铸铁直埋JS209JS223三通182043.7866479.745.595.090.50100铸铁直埋JS209JS210三通182043.7866479.745.595.290.30100铸铁直埋JS210JS208阀门井182034.3666471.245.635.330.30100铸铁直埋JS210JS209阀门井1820161、34.3666471.245.635.330.30100铸铁直埋JS210JS209阀门井182034.3666471.245.635.330.30100铸铁直埋JS211JS208三通182020.7566477.215.264.960.30100铸铁直埋JS211JS212三通182020.7566477.215.264.960.30100铸铁直埋JS211JS232三通182020.7566477.215.264.960.3050铸铁直埋JS212JS211三通182015.5266482.126.175.870.30100铸铁直埋JS212JS213三通182015.5266482.1162、26.175.870.30100铸铁直埋JS212JS304三通182015.5266482.126.175.870.30100铸铁直埋JS213JS212三通182005.7166493.375.545.240.30100铸铁直埋JS213JS214三通182005.7166493.375.545.240.30100铸铁直埋JS213JS231三通182005.7166493.375.545.240.3050铸铁直埋JS214JS213三通182000.4866499.195.545.240.30100铸铁直埋JS214JS215三通182000.4866499.195.545.240.30163、100铸铁直埋JS214JS303三通182000.4866499.195.545.240.30100铸铁直埋JS215JS214三通181990.3066511.115.124.820.30100铸铁直埋JS215JS216三通181990.3066511.115.124.820.30100铸铁直埋JS215JS229三通181990.3066511.115.124.820.3050铸铁直埋JS216JS215三通181988.9966512.605.114.810.30100铸铁直埋JS216JS217三通181988.9966512.605.114.810.30100铸铁直埋JS216J164、S230三通181988.9966512.605.114.810.3050铸铁直埋JS217JS216三通181984.7266516.905.485.180.30100铸铁直埋JS217JS218三通181984.7266516.905.485.180.30100铸铁直埋JS217JS3001三通181984.7266516.905.485.180.30100铸铁直埋JS218JS217三通181973.4466529.065.805.500.30100铸铁直埋JS218JS219三通181973.4466529.065.805.500.30100铸铁直埋JS218JS228三通181973165、.4466529.065.805.500.3050铸铁直埋JS219JS218三通181969.7066533.965.565.260.30100铸铁直埋JS219JS220三通181969.7066533.965.565.260.30100铸铁直埋JS219JS302三通181969.7066533.965.565.260.30100铸铁直埋JS220JS219三通181958.9366546.015.555.250.30100铸铁直埋JS220JS221三通181958.9366546.015.555.250.30100铸铁直埋JS220JS233三通181958.9366546.015.166、555.250.3050铸铁直埋JS221JS220三通181954.2766551.345.525.220.30100铸铁直埋28管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：给水坐标（m）管线点号连接点号JS221JS222三通181954.2766551.345.525.220.30100铸铁直埋JS222JS221弯头181969.0166563.866.135.830.30100铸铁直埋JS222JS227弯167、头181969.0166563.866.135.830.30100铸铁直埋JS222JS300弯头181969.0166563.866.135.830.30100铸铁直埋JS223JS209出地182049.5066473.645.685.180.50100铸铁直埋JS224JS225出地182033.8566490.735.635.130.50100铸铁直埋JS224JS209出地182033.8566490.735.635.130.50100铸铁直埋JS224JS304出地182033.8566490.735.635.130.50100铸铁直埋JS225JS226出地182018.4466168、508.045.765.260.50100铸铁直埋JS225JS224出地182018.4466508.045.765.260.50100铸铁直埋JS225JS303出地182018.4466508.045.765.260.50100铸铁直埋JS225JS304出地182018.4466508.045.765.260.50100铸铁直埋JS226JS227出地182002.8566525.405.665.160.50100铸铁直埋JS226JS225出地182002.8566525.405.665.160.50100铸铁直埋JS226JS3001出地182002.8566525.405.665169、.160.50100铸铁直埋JS226JS303出地182002.8566525.405.665.160.50100铸铁直埋JS227JS222出地181988.4466541.785.625.120.50100铸铁直埋JS227JS226出地181988.4466541.785.625.120.50100铸铁直埋JS227JS300出地181988.4466541.785.625.120.50100铸铁直埋JS227JS3001出地181988.4466541.785.625.120.50100铸铁直埋JS227JS302出地181988.4466541.785.625.120.50100铸170、铁直埋JS228JS218出地181974.4966529.895.925.820.1050铸铁直埋JS229JS215出地181990.9366511.495.145.040.1050铸铁直埋JS230JS216出地181989.5666513.075.064.960.1050铸铁直埋JS230JS216出地181989.5666513.075.064.960.1050铸铁直埋JS231JS213出地182006.5066493.935.635.530.1050铸铁直埋JS232JS211出地182021.2166477.545.425.320.1050铸铁直埋JS233JS220出地181171、959.7066546.715.625.520.1050铸铁直埋JS234JS208三通182034.6966461.365.415.110.30100铸铁直埋JS234JS207三通182034.6966461.365.415.110.3050铸铁直埋JS234JS206三通182034.6966461.365.415.310.10100铸铁直埋JS235JS236弯头182014.8866515.955.704.501.20400铸铁直埋信号弱信埋深定位存在误差JS235JS201弯头182014.8866515.955.704.501.20400铸铁直埋信号弱信埋深定位存在误差JS236172、JS235出测区181970.1166566.996.905.701.20400铸铁直埋信号弱信埋深定位存在误差JS237JS203出测区182035.4466453.055.374.770.60200铸铁直埋JS300JS222出地181973.5466558.755.645.280.36100铸铁直埋JS300JS227出地181973.5466558.755.645.280.36100铸铁直埋JS300JS302出地181973.5466558.755.645.280.36100铸铁直埋JS302JS227三通181984.3166546.435.785.330.45100铸铁直埋JS3173、02JS300三通181984.3166546.435.785.330.45100铸铁直埋JS302JS219三通181984.3166546.435.785.480.30100铸铁直埋JS303JS226三通182014.7466512.065.515.010.50100铸铁直埋JS303JS225三通182014.7466512.065.515.010.50100铸铁直埋JS303JS214三通182014.7466512.065.515.210.30100铸铁直埋JS304JS225三通182030.0266495.045.494.990.50100铸铁直埋JS304JS224三通182174、030.0266495.045.494.990.50100铸铁直埋JS304JS212三通182030.0266495.045.495.190.30100铸铁直埋JS3001JS227三通181999.3366529.375.585.080.50100铸铁直埋JS3001JS226三通181999.3366529.375.585.080.50100铸铁直埋JS3001JS217三通181999.3366529.375.585.280.30100铸铁直埋29管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程WS1WS2检查井 182027.7766467.385.404.670.73300175、HDPE直埋正向WS1WS11检查井 182027.7766467.385.404.980.42200砼直埋反向WS2WS1检查井 182022.2366473.805.424.520.90300HDPE直埋反向WS2WS4检查井 182022.2366473.805.424.520.90300HDPE直埋正向WS3WS4检查井 182013.6866484.616.015.410.60200PVC直埋正向WS3WS15检查井 182013.6866484.616.015.450.56200PVC直埋反向WS4WS2检查井 182007.2466490.515.514.610.90300HDP176、E直埋反向WS4WS3检查井 182007.2466490.515.514.860.65200PVC直埋反向特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：污水坐标（m）管线点号连接点号WS4WS5检查井 182007.2466490.515.514.610.90500砼直埋正向WS4WS16检查井 182007.2466490.515.515.060.45200PVC直埋反向WS5WS25检查井 182000.7766497.655.514.580.93300HDPE直埋正177、向WS5WS4检查井 182000.7766497.655.514.580.93500砼直埋反向WS6WS7检查井 181983.0666519.735.364.730.63200PVC直埋正向WS6WS31检查井 181983.0666519.735.364.810.55200PVC直埋反向WS7WS6检查井 181976.8066524.775.424.770.65200PVC直埋反向WS7WS8检查井 181976.8066524.775.424.500.92300PVC直埋正向WS7WS36检查井 181976.8066524.775.424.910.51200PVC直埋反向WS7WS178、37检查井 181976.8066524.775.424.960.46200PVC直埋反向WS7WS57检查井 181976.8066524.775.424.500.92300HDPE直埋反向WS8WS9检查井 181966.6466536.115.444.460.98300HDPE直埋正向WS8WS41检查井 181966.6466536.115.445.020.42500砼直埋反向WS8WS7检查井 181966.6466536.115.444.460.98300PVC直埋反向WS9WS8检查井 181960.1766543.515.504.381.12300HDPE直埋反向WS9WS10179、检查井 181960.1766543.515.504.381.12300HDPE直埋正向WS9WS46检查井 181960.1766543.515.504.880.62200PVC直埋反向WS10WS9出测区181952.8166551.965.424.211.21300HDPE直埋反向WS10WS9出测区181952.8166551.965.424.211.21300HDPE直埋反向WS11WS1化粪池 182031.3266471.695.525.160.36200砼直埋正向井盖封死埋深流向为推测WS12WS13182014.8366484.316.085.880.20200PVC直埋正向180、WS13WS12182016.0166485.246.145.940.20200PVC直埋反向WS13WS14182016.0166485.246.145.940.20200PVC直埋正向WS14WS13182016.6066485.806.055.850.20200PVC直埋反向WS14WS15182016.6066485.806.055.800.25200PVC直埋正向WS15WS3检查井 182016.2666487.236.095.730.36200PVC直埋正向WS15WS14检查井 182016.2666487.236.095.780.31200PVC直埋反向WS16WS17化粪池181、 182008.2466492.265.495.090.40400X400砼矩形管沟反向井盖封死埋深流向为推测WS16WS4化粪池 182008.2466492.265.495.090.40200PVC直埋正向井盖封死埋深流向为推测WS17WS16化粪池 182015.9966498.755.865.460.40400X400砼矩形管沟正向井盖封死埋深流向为推测WS18WS20化粪池 182010.9266511.935.555.350.20200PVC直埋反向井盖封死埋深流向为推测WS18WS19化粪池 182010.9266511.935.555.350.20200PVC直埋正向井盖封死埋182、深流向为推测WS19WS18化粪池 182009.6366511.495.495.290.20200PVC直埋反向井盖封死埋深流向为推测WS19WS124化粪池 182009.6366511.495.495.230.26200PVC直埋正向井盖封死埋深流向为推测WS20WS18化粪池 182012.5966513.595.555.350.20200PVC直埋正向井盖封死埋深流向为推测WS21WS22化粪池 182001.4466503.615.485.280.20150PVC直埋反向井盖封死埋深流向为推测WS21WS22化粪池 182001.4466503.615.485.280.20150P183、VC直埋反向井盖封死埋深流向为推测WS21WS23化粪池 182001.4466503.615.485.230.25200PVC直埋正向井盖封死埋深流向为推测WS22WS24化粪池 182000.8266503.085.565.360.20150PVC直埋反向井盖封死埋深流向为推测WS22WS21化粪池 182000.8266503.085.565.360.20150PVC直埋正向井盖封死埋深流向为推测WS23WS124检查井 182000.7466504.365.485.090.39200PVC直埋反向WS23WS25检查井 182000.7466504.365.485.080.40200P184、VC直埋正向WS23WS21检查井 182000.7466504.365.485.180.30200PVC直埋反向WS24WS22化粪池 181999.7966502.035.575.370.20150PVC直埋正向井盖封死埋深流向为推测WS25WS5检查井 181997.3166501.235.444.540.90300HDPE直埋反向WS25WS57检查井 181997.3166501.235.444.540.90300HDPE直埋正向WS25WS23检查井 181997.3166501.235.444.990.45200PVC直埋反向WS25WS26检查井 181997.3166501.185、235.445.090.35200PVC直埋反向WS26WS27181993.9666508.785.505.220.28200PVC直埋反向WS26WS25181993.9666508.785.505.200.30200PVC直埋正向WS27WS26181998.9666513.975.495.230.26200PVC直埋正向WS28WS29化粪池 181984.4066519.035.555.290.26200PVC直埋正向井盖封死埋深流向为推测WS29WS28化粪池181985.4866520.105.425.170.25200PVC直埋反向30管管 线线 成成 果果 表表X坐标Y坐标地186、面高程管线高程特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：污水坐标（m）管线点号连接点号WS29WS30化粪池181985.4866520.105.425.170.25200PVC直埋正向WS30WS29化粪池 181985.9966520.625.535.220.31200PVC直埋反向井盖封死埋深流向为推测WS30WS31化粪池 181985.9966520.625.535.230.30200PVC直埋正向井盖封死埋深流向为推测WS31WS35检查井 181985.7187、266522.055.364.950.41200PVC直埋反向WS31WS6检查井 181985.7266522.055.364.910.45200PVC直埋正向WS31WS30检查井 181985.7266522.055.365.010.35200PVC直埋反向WS32WS33化粪池 181995.5166529.215.535.210.32200PVC直埋反向井盖封死埋深流向为推测WS32WS35化粪池 181995.5166529.215.535.210.32200PVC直埋正向井盖封死埋深流向为推测WS33WS34化粪池 181996.1666529.755.575.290.28200188、PVC直埋反向井盖封死埋深流向为推测WS33WS32化粪池 181996.1666529.755.575.280.29200PVC直埋正向井盖封死埋深流向为推测WS34WS33化粪池 181997.2366530.665.515.250.26200PVC直埋正向井盖封死埋深流向为推测WS35WS31检查井 181994.3166529.715.535.150.38200PVC直埋正向WS35WS32检查井 181994.3166529.715.535.180.35200PVC直埋反向WS36WS7化粪池 181986.4366532.045.354.920.43200PVC直埋正向井盖封死埋深189、流向为推测WS37WS7化粪池 181980.6266528.405.435.030.40200PVC直埋正向井盖封死埋深流向为推测WS38WS39化粪池 181969.1366536.535.415.210.20200PVC直埋正向井盖封死埋深流向为推测WS39WS38化粪池 181970.2166537.305.425.210.21200PVC直埋反向井盖封死埋深流向为推测WS39WS40化粪池 181970.2166537.305.425.190.23200PVC直埋正向井盖封死埋深流向为推测WS40WS39化粪池 181971.0566538.055.425.170.25200PVC直190、埋反向井盖封死埋深流向为推测WS40WS41化粪池 181971.0566538.055.425.170.25200PVC直埋正向井盖封死埋深流向为推测WS41WS45检查井 181970.7066539.285.425.040.38200PVC直埋反向WS41WS8检查井 181970.7066539.285.425.040.38500砼直埋正向WS41WS40检查井 181970.7066539.285.425.140.28200PVC直埋反向WS42WS45化粪池 181979.2666546.845.525.270.25200PVC直埋正向井盖封死埋深流向为推测WS42WS43化粪池 191、181979.2666546.845.525.240.28200PVC直埋反向井盖封死埋深流向为推测WS43WS44化粪池 181980.8966547.505.535.300.23200PVC直埋反向井盖封死埋深流向为推测WS43WS44化粪池 181980.8966547.505.535.300.23200PVC直埋反向井盖封死埋深流向为推测WS43WS42化粪池 181980.8966547.505.535.270.26200PVC直埋正向井盖封死埋深流向为推测WS44WS43化粪池 181982.1666547.865.595.390.20200PVC直埋正向井盖封死埋深流向为推测WS192、45WS42检查井 181977.9466546.475.555.270.28200PVC直埋反向WS45WS41检查井 181977.9466546.475.555.190.36200PVC直埋正向WS46WS47化粪池 181968.7966547.035.665.160.50200PVC直埋反向井盖封死埋深流向为推测WS46WS9化粪池 181968.7966547.035.665.130.53200PVC直埋正向井盖封死埋深流向为推测WS47WS46化粪池 181971.1366549.055.515.080.43200PVC直埋正向井盖封死埋深流向为推测WS48WS49化粪池 181193、954.0866553.365.545.340.20200PVC直埋正向井盖封死埋深流向为推测WS49WS48化粪池 181954.9666554.205.525.290.23200PVC直埋反向井盖封死埋深流向为推测WS49WS50化粪池 181954.9666554.205.525.290.23200PVC直埋正向井盖封死埋深流向为推测WS50WS51化粪池 181955.9466554.925.565.260.30200PVC直埋正向井盖封死埋深流向为推测WS50WS49化粪池 181955.9466554.925.565.300.26200PVC直埋反向井盖封死埋深流向为推测WS51W194、S50检查井 181956.1966556.045.525.160.36200PVC直埋反向WS51WS55检查井 181956.1966556.045.524.221.30300HDPE直埋正向WS52WS53化粪池 181965.8466563.975.435.230.20200PVC直埋正向井盖封死埋深流向为推测WS53WS52化粪池 181964.9266563.435.425.160.26200PVC直埋反向井盖封死埋深流向为推测WS53WS54化粪池 181964.9266563.435.425.160.26200PVC直埋正向井盖封死埋深流向为推测WS53WS54化粪池 1819195、64.9266563.435.425.160.26200PVC直埋正向井盖封死埋深流向为推测WS54WS53化粪池 181964.1266563.215.415.100.31200PVC直埋反向井盖封死埋深流向为推测WS54WS55化粪池 181964.1266563.215.415.100.31200PVC直埋正向井盖封死埋深流向为推测WS55WS54检查井 181962.4666564.535.405.040.36200PVC直埋反向WS55WS56检查井 181962.4666564.535.403.981.42300HDPE直埋正向WS55WS51检查井 181962.4666564.196、535.404.101.30300HDPE直埋反向WS56WS55出测区181959.2666566.465.243.611.63300HDPE直埋反向WS57WS25检查井 181988.3366511.485.454.540.91300HDPE直埋反向WS57WS7检查井 181988.3366511.485.454.540.91300HDPE直埋正向WS124WS19检查井 182009.0466512.205.495.170.32200PVC直埋反向WS124WS23检查井 182009.0466512.205.495.140.35200PVC直埋正向31管管 线线 成成 果果 表表X197、坐标Y坐标地面高程管线高程HS1HS123雨水篦182025.6066467.595.445.180.26150PVC直埋反向HS1HS120雨水篦182025.6066467.595.445.180.26200PVC直埋正向HS2HS120出测区182038.6366452.995.404.470.93600砼直埋正向HS3HS4雨水篦182019.2266474.946.436.150.28200PVC直埋正向HS4HS125雨水篦182011.8666482.676.145.880.26200PVC直埋反向HS4HS5雨水篦182011.8666482.676.145.860.28200198、PVC直埋正向HS4HS3雨水篦182011.8666482.676.145.860.28200PVC直埋反向HS6HS120检查井182006.1066490.785.364.460.90500砼直埋反向特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：雨污合流坐标（m）管线点号连接点号HS6HS120检查井182006.1066490.785.364.460.90500砼直埋反向HS6HS111检查井182006.1066490.785.364.460.90500砼直埋正向199、HS6HS5检查井182006.1066490.785.365.060.30200PVC直埋反向HS7HS5雨水篦181999.7266496.735.405.120.28200PVC直埋反向HS7HS8雨水篦181999.7266496.735.405.140.26200PVC直埋正向HS8HS18雨水篦181987.4566511.145.425.160.26200PVC直埋反向HS8HS7雨水篦181987.4566511.145.425.140.28200PVC直埋反向HS9HS11出测区181952.3766551.535.404.301.10600砼直埋反向HS10HS12雨水篦1200、81952.9366549.285.425.220.20200PVC直埋正向HS11HS15检查井181958.2166544.545.474.471.00600砼直埋反向HS11HS9检查井181958.2166544.545.474.471.00600砼直埋正向HS12HS10雨水篦181959.7966541.625.395.160.23200PVC直埋反向HS12HS13雨水篦181959.7966541.625.395.160.23200PVC直埋正向HS13HS12雨水篦181966.1466534.535.325.070.25200PVC直埋反向HS13HS14雨水篦181966201、.1466534.535.325.070.25200PVC直埋正向HS14HS13雨水篦181972.4866527.425.395.130.26200PVC直埋反向HS14HS18雨水篦181972.4866527.425.395.130.26200PVC直埋正向HS15HS17检查井181971.6666529.355.464.480.98600砼直埋反向HS15HS17检查井181971.6666529.355.464.480.98600砼直埋反向HS15HS11检查井181971.6666529.355.464.480.98600砼直埋正向HS17HS15检查井181977.96665202、22.355.414.460.95600砼直埋正向HS17HS111检查井181977.9666522.355.414.460.95500砼直埋反向HS18HS14雨水篦181978.8666520.285.315.050.26200PVC直埋反向HS18HS8雨水篦181978.8666520.285.315.050.26200PVC直埋正向HS111HS6检查井181988.3666510.675.004.050.95500砼直埋反向HS111HS17检查井181988.3666510.675.004.050.95500砼直埋正向HS120HS124检查井182023.1066471.15203、5.425.100.32200PVC直埋反向HS120HS2检查井182023.1066471.155.424.470.95600砼直埋反向HS120HS6检查井182023.1066471.155.424.470.95500砼直埋正向HS120HS1检查井182023.1066471.155.425.130.29200PVC直埋反向HS121HS123182042.2966481.595.395.090.30250X250砼矩形管沟正向HS122HS124182037.1966486.215.515.210.30250X250砼矩形管沟正向HS123HS121182028.5466469.3204、55.505.200.30250X250砼矩形管沟反向HS123HS1182028.5466469.355.505.210.29150PVC直埋正向HS124HS122182024.0266474.405.425.120.30250X250砼矩形管沟反向HS124HS120182024.0266474.405.425.120.30200PVC直埋正向HS125HS126雨水篦182013.2066485.796.155.250.90250X250砼矩形管沟反向HS125HS4雨水篦182013.2066485.796.155.850.30200PVC直埋正向HS126HS125雨水篦18202205、7.1566498.266.356.050.30250X250砼矩形管沟正向HS127HS128雨水篦182022.6566502.086.436.130.30250X250砼矩形管沟正向HS128HS127雨水篦182009.1966490.905.455.150.30250X250砼矩形管沟反向HS128HS5雨水篦182009.1966490.905.455.160.29200PVC直埋正向HS129HS130181998.1766503.345.515.210.30250X250砼矩形管沟反向HS130HS129182011.9766515.885.545.240.30250X250砼206、矩形管沟正向HS131HS132182008.3966520.155.505.200.30250X250砼矩形管沟正向HS132HS131181994.3666507.945.655.350.30250X250砼矩形管沟反向32管管 线线 成成 果果 表表X坐标Y坐标地面高程管线高程GD14GD15手孔181979.5466524.945.765.260.5050铜101管埋3GD14GD16手孔181979.5466524.945.765.260.5050铜101管埋3GD14GD17手孔181979.5466524.945.765.260.50200X200铜1024/2管块3GD15GD207、14上杆181976.4766523.335.505.000.5050铜101管埋3GD16GD14上杆铜管埋特征点管径或断面尺寸（mm）备 注高程（m）埋深(m)材质总孔数/已用孔数电缆条数权属单位埋设方式图幅编号：全幅地址：丽雅花园附属物名称压力或电压埋设日期流向管线种类：供电坐标（m）管线点号连接点号GD16GD14上杆181975.9266523.646.305.800.5050铜101管埋3GD17GD14转折点181984.9466531.295.623.821.80200X200铜1024/2管块埋深过深存在误差GD17GD18转折点181984.9466531.295.623.208、821.80200X200铜1024/2管块埋深过深存在误差GD18GD17出测区181996.8466539.555.513.611.90200X200铜1024/2管块埋深过深存在误差GD19GD20手孔182055.1666474.605.304.301.00200X100铜1022/2管块3GD20GD19手孔182052.4266475.065.394.391.00200X100铜1022/2管块3GD20GD21手孔182052.4266475.065.394.391.00200X100铜1022/2管块3GD21GD20转折点182015.8166517.355.504.501.209、00200X100铜1022/2管块3GD21GD22转折点182015.8166517.355.504.501.00200X100铜1022/2管块3GD22GD21转折点181969.2366564.086.415.411.00200X100铜1022/2管块信号弱信埋深定位存在误差GD22GD23转折点181969.2366564.086.415.411.00200X100铜1022/2管块GD22GD23转折点181969.2366564.086.415.411.00200X100铜1022/2管块信号弱信埋深定位存在误差GD23GD22出测区181959.6766572.007.73210、6.731.00200X100铜1022/2管块信号弱信埋深定位存在误差X坐标Y坐标地面高程管线高程KX1KX2监控器 182052.2566470.535.575.470.1020光纤2管埋KX2KX1手孔182051.5566470.235.625.520.1020光纤2管埋KX2KX3手孔182051.5566470.235.625.520.1020光纤2管埋KX3KX2上杆上杆182050.6366470.415.615.510.1020光纤2管埋KX3KX2上杆182050.6366470.415.615.510.1020光纤2管埋埋设日期流向权属单位备 注管径或断面尺寸（mm）材质211、压力或电压电缆条数总孔数/已用孔数埋设方式图幅编号：全幅管线种类：监控信号地址：丽雅花园管线点号连接点号特征点附属物名称坐标（m）高程（m）埋深(m)KX3KX2上杆182050.6366470.415.615.510.1020光纤2管埋333435所属片区房屋测量立面图比例尺（1:500）建筑栋号座 落层 数总建筑面积7环镇西路16-18号（双号）建筑D立面建筑A立面建筑B立面建筑C立面示意图ABCD北图例外墙线门窗屋顶阳台飘楼雨棚楼梯台阶立管女儿墙护栏空调外机凹凸尺寸高度0.000.00防盗网其它框体1.2611.591.2611.591.601.521.601.521.601.521.6212、01.521.601.521.601.520.690.540.690.540.690.540.690.540.690.540.690.541.2611.591.2611.5933.0533.05踏步一层-二层21级踏步二层-六层100级367.15平方米单位：m.m25.601.381.365.601.381.362.721.452.721.450.690.540.690.542.721.452.721.452.081.191.192.081.191.1936所属片区房屋测量立面图建筑栋号座 落层 数总建筑面积7355.18平方米建筑A立面建筑B立面建筑C立面单位：m.m2示意图ABCD北图例213、外墙线门窗屋顶阳台飘楼雨棚楼梯台阶立管女儿墙护栏空调外机凹凸尺寸0.00防盗网其它框体0.4310.721.691.090.731.584.1811.3219.631.621.621.621.071.381.381.381.071.381.062.091.541.3111.050.820.480.890.556.290.740.521.010.281.240.510.440.430.521.225.991.020.461.630.931.630.931.630.931.630.931.631.981.631.981.631.981.631.981.631.981.631.981.630.931214、.540.981.540.981.540.981.540.981.540.981.540.981.540.981.540.981.540.981.631.981.631.981.630.931.630.931.850.931.850.931.852.021.852.022.121.951.371.371.371.450.790.945.860.430.490.490.530.2819.4510.651.631.631.631.491.041.040.961.431.412.150.951.5310.371.430.961.430.961.431.155.271.155.276.2312.331215、1.661.412.151.451.410.951.532.151.410.951.532.421.680.811.620.880.7919.4510.653.000.960.961.432.151.412.150.950.951.533.501.041.041.071.071.071.071.071.071.411.411.411.411.412.152.152.152.152.150.6719.6832.0119.680.720.540.877.021.310.490.393.630.400.491.3113.361.300.490.302.341.702.341.702.491.702.216、491.702.491.702.491.702.491.702.491.702.491.702.491.702.493.422.493.422.343.423.422.341.702.341.702.341.702.341.702.341.702.341.702.341.702.341.700.840.580.750.550.900.700.850.650.700.650.840.510.770.640.830.710.910.490.870.710.810.580.780.580.690.640.660.800.780.570.760.640.760.640.910.673.590.300.217、491.307.020.840.580.7632.010.851.192.341.581.831.581.830.910.701.963.051.963.051.992.991.992.991.912.961.912.961.190.880.980.701.510.901.510.901.631.191.631.191.631.251.631.251.523.401.523.401.631.191.631.191.631.251.631.251.523.401.523.401.631.191.631.191.631.251.631.251.523.401.523.401.631.191.631218、.191.631.251.631.251.523.401.523.401.631.191.631.191.631.251.631.251.523.401.523.401.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.603.631.611.191.611.191.611.191.611.191.611.191.611.191.611.191219、.611.191.611.191.611.193.431.513.431.511.601.211.601.211.601.211.601.211.601.211.601.211.601.211.601.211.601.211.601.213.431.513.431.513.431.513.431.513.431.513.431.5137比例尺（1:500）建筑D立面高度0.002.643.353.350.7232.0819.360.730.790.950.500.501.402.674.154.152.771.400.500.320.501.402.580.890.591.151.801.15220、1.801.961.781.961.781.931.761.931.761.432.301.111.691.111.691.481.751.481.753.082.813.082.953.622.952.793.402.792.823.482.822.803.452.803.083.353.083.083.333.082.673.252.674.141.721.721.731.734.141.721.721.284.141.281.500.851.500.850.880.750.880.750.860.720.860.721.490.901.490.901.490.911.490.910.86221、0.770.860.770.860.760.860.760.851.490.851.494.141.500.851.500.850.880.750.880.750.860.720.860.721.490.901.490.901.490.911.490.910.860.770.860.770.860.760.860.760.851.490.851.491.721.721.281.284.141.734.144.144.141.500.851.500.850.880.750.880.750.860.720.860.721.490.901.490.901.490.911.490.910.860.77222、0.860.770.860.760.860.760.851.490.851.491.721.721.281.284.141.734.141.734.144.144.141.731.721.721.281.282.5516.041.721.721.721.721.281.281.281.281.721.721.721.281.281.721.721.721.723.351.281.281.281.283.353.351.720.850.550.850.550.700.590.850.520.850.520.820.650.820.650.770.580.670.520.670.520.770.6223、81.080.860.730.670.830.730.830.730.820.630.900.610.720.671.500.851.500.850.880.750.880.750.860.720.860.721.490.901.490.901.490.911.490.910.860.770.860.770.860.760.851.490.851.490.320.320.321.403.601.3911.971.731.731.731.731.731.731.731.731.731.731.731.734.144.144.144.144.144.144.143.351.283.351.283.224、353.353.353.353.353.353.353.353.353.353.353.351.281.281.7211.9711.9711.9711.9711.971.281.283.353.353.353.353.353.35一楼平面顶楼平面384.261.797.861.797.86一楼平面顶楼平面39所属片区房屋测量立面图比例尺（1:500）建筑栋号座 落层 数总建筑面积7建筑C立面建筑D立面建筑A立面建筑B立面建筑C立面建筑D立面单位：m.m2示意图北图例外墙线门窗屋顶阳台飘楼雨棚楼梯台阶立管女儿墙护栏空调外机凹凸尺寸高度0.000.00防盗网其它框体ACBD踏步一层-二层25级踏步225、二层-六层98级4.631.914.631.914.631.864.631.864.631.884.631.884.631.894.631.894.661.894.661.894.661.884.661.884.661.864.661.864.661.914.661.914.661.804.661.804.631.804.631.801.651.251.651.251.801.931.801.931.651.251.651.251.651.271.651.251.651.251.651.251.651.251.651.251.651.251.651.251.651.251.651.251.65226、1.251.651.251.321.323.58一楼平面顶楼平面40414243上上0.750.550.750.550.750.556.576.576.576.574445所属片区房屋测量立面图比例尺（1:500）建筑栋号座 落层 数总建筑面积8丽雅花园9栋建筑D立面建筑A立面建筑B立面建筑C立面单位：m.示意图BD北图例外墙线门窗屋顶阳台飘楼雨棚楼梯台阶立管女儿墙护栏空调外机凹凸尺寸高度0.000.00防盗网其它框体踏步一层-二层15级踏步二层-七层108级上上159.9平方米1.251.671.251.671.501.641.501.641.501.431.501.431.501.471.227、501.471.501.441.501.441.501.651.501.651.501.341.501.341.501.601.501.601.401.401.501.401.401.501.401.401.501.401.401.501.401.501.401.501.401.501.401.5012.818.720.750.550.750.550.750.550.750.551.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.0410.641.6410.641.6410.641.4310228、.641.4310.641.4710.641.4710.641.4410.641.4410.641.6510.641.6510.641.3410.641.341.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.401.012.041.012.042.252.042.252229、.040.410.830.410.830.440.850.440.850.750.550.750.550.750.550.750.550.750.550.750.550.750.554.164.161.404.164.161.404.161.404.161.404.161.404.161.404.161.404.161.404.161.404.161.404.241.404.241.404.241.404.241.404.241.404.241.404.241.404.241.404.241.404.241.404.241.404.241.401.401.401.402.251.402.251230、.402.251.402.251.402.251.402.252.251.402.251.402.251.402.251.402.251.402.251.401.012.041.012.040.750.550.750.550.750.550.750.550.750.550.750.551.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.041.012.040.750.550.750.550.750.550.750.550.750.550.750.550.750.550.750.550.750.550.470231、.780.470.781.5046GuangDong 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