Question

求翻译，翻译成英语，汉语在下面~PS：可用翻译程序先翻译，别出现严重的语法错误就OK~ 专业词汇可留着~

二标段范围：二标段位于东经120°7′30″以东，北纬36°25′以北，包括莱西市全部，即墨市大部分，平度市东部，1：5000图约700幅。
三标段范围：三标段位于东经120°7′30″以西，北纬36°25′以北，包括平度市大部分，胶州市北端小部分，1：5000图约500幅。
本项目主要参考以下技术标准：
（1）《1:5000、1:10000地形图航空摄影测量内业规范》 GB/T13990-92；
（2）《1:5000、1:10000地形图航空摄影测量外业规范》 GB/T13977-92；
（3）《国家基本比例尺地图图式第二部分:1:5000、1:10000地形图图式》GB/T20257.2-2006；
（4）《国家基本比例尺地形图分幅和编号》 GB/T 13989-92；
（5）《全球定位系统(GPS)测量规范》GB/T18314-2009；
（6）《全球定位系统城市测量技术规程》CJJ73-97；
（7）《GPS RTK测量技术暂行规定》CJ（2005）59号
（8）《国家三、四等水准测量规范》GB12898-2009；
（9）《数字航空摄影测量 空中三角测量规范》GB/T 23236-2009
（10）《基础地理信息数字产品1：10000、1：50000生产技术规程 第1部分：数字线划图（DLG）》CH/T 1015.1-2007；
（11）《基础地理信息数字产品1：10000、1：50000生产技术规程 第2部分：数字高程模型（DEM）》CH/T 1015.2-2007；
（12）《基础地理信息数字产品1：10000、1：50000生产技术规程 第3部分：数字正射影像图（DOM）》CH/T 1015.3-2007；
（13）《基础地理信息标准数据基本规定》GB 21139-2007；
（14）《基础地理信息城市数据库建设规范》GB/T21740-2008；
（15）《基础地理信息数据库基本规定》CH/9005-2009;
（16）《基础地理信息要素数据字典 第二部分1:5000、 1:10000基础地理信息要素数据字典》 GB/T20258.2-2006；
（17）《地理空间数据交换格式》 GB/T 17798-2007；
（18）《基础地理信息要素分类与代码》 GB/T 13923-2006；
（19）《1:5000、1:10000、1:25000、1:50000、1:100000地形图航空摄影规范》GB/T15661-1995；
（20）《1:5000、1:10000地形图航空摄影测量数字化测图规定》CH/T1006-2000；
（21）《基础地理信息数字产品元数据》CH/T1007-2001；
（22）《城市基础地理信息系统技术规范》CJJ100-2004；
（23）《测绘产品检查验收规定》CH1002-95；
（24）《测绘产品质量评定标准》CH1003-95；
（25）《数字测绘成果质量检查与验收》GB/T18316—2008；
（26）《数字测绘成果质量要求》GB/T17941-2008；
（27）《测绘技术设计规定》CH/T 1004-2005；
（28）《测绘技术总结编写规定》CH/T 1001-2005；
（29）《山东省基础地理信息1：10000数据采集、更新与建库总体设计》；
（30） 山东省基础地理信息1:10000数据技术规定；
（31） 山东省基础地理信息1:10000数据技术规定补充规定一；
（32） 山东省基础地理信息1:10000数据技术规定补充规定二；
（33） 经批准的本项目总体技术设计书。
（1） 平面坐标：采用1980西安坐标系（全省2006年统一平差计算的C、D级网成果，高斯－克吕格投影，3o分带）；
（2） 高程系统：采用1985国家高程基准；
（3） 地图投影：高斯—克吕格投影，3°分带；中央子午线为东经120°。
（4） 图幅分幅: 按GB/T 13989-1992《国家基本比例尺地形图分幅与编号》规定的标准1：5000地形图梯形分幅。经差1′52.5〃；纬差1′15〃。
像控点对最近基础控制点的平面位置中误差按照图根点的精度要求，即不应超过图上0.1mm，即实地不超过 0.5米。像控点对最近基础控制点的高程中误差不应超过基本等高距的1/10，即高程中误差平地不超过 0.1米；丘陵地不超过 0.25米；山地、高山地不超过 0.5米。

Answer 1

二标段范围：二标段位于东经120°7′30〃以东，北纬36°25′以北，包括莱西市全部，即墨市大部分，平度市东部，1：5000图约700幅。
Second section of range: Second section located at east of longitude 120 ° 7'30 " , north of latitude 36 ° 25 ', covering Laisi city, Jimo city, east of Pingdu, about 700 maps with 1:5000 ratio.

三标段范围：三标段位于东经120°7′30〃以西，北纬36°25′以北，包括平度市大部分，胶州市北端小部分，1：5000图约500幅。
Third section of range: Third section located at west of longitude 120 ° 7'30 ", north of latitude 36 ° 25 ', covering most of Pindu city, small north part of Jiaozhou, about 500 maps with 1:5000 ratio.

本项目主要参考以下技术标准：
This document mainly refers to the following technical standards:

（1）《1:5000、1:10000地形图航空摄影测量内业规范》 GB/T13990-92；
(1) 《1:5000,1:10000 aerial photogrammetric topographic maps industrial specification》 GB/T13990-92;

（2）《1:5000、1:10000地形图航空摄影测量外业规范》 GB/T13977-92；
(2)《1:5000,1:10000 aerial photogrammetric topographic maps outer specification》GB/T13977-92;

（3）《国家基本比例尺地图图式第二部分:1:5000、1:10000地形图图式》GB/T20257.2-2006；
(3)《national basic scale maps Part II: 1:5000,1:10000 topographic maps》GB/T20257.2-2006;

（4）《国家基本比例尺地形图分幅和编号》 GB/T 13989-92；
(4)《National basic scale topographic maps and site number》GB/T 13989-92;

（5）《全球定位系统(GPS)测量规范》GB/T18314-2009；
(5)《Global Positioning System (GPS) measurement specification》GB/T18314-2009;

（6）《全球定位系统城市测量技术规程》CJJ73-97；
(6)《Global positioning system city measurement procedure》CJJ73-97;

（7）《GPS RTK测量技术暂行规定》CJ（2005）59号
(7)《GPS RTK measurement Interim Provisions》CJ (2005) 59 No.

（8）《国家三、四等水准测量规范》GB12898-2009；
(8)《National Level three and four measurement specification》GB12898-2009;

（9）《数字航空摄影测量 空中三角测量规范》GB/T 23236-2009
(9)《digital aerial photogrammetry measurement, aerial triangulation measurement specification》GB / T 23236-2009

（10）《基础地理信息数字产品1：10000、1：50000生产技术规程 第1部分：数字线划图（DLG）》CH/T 1015.1-2007；
(10)《Basic geographic information digital products 1:10000,1:50000 technical regulations Part 1: Digital Line Graphs (DLG)》CH/T 1015.1-2007;

（11）《基础地理信息数字产品1：10000、1：50000生产技术规程 第2部分：数字高程模型（DEM）》CH/T 1015.2-2007；
(11)《Basic geographic information digital products 1:10000,1:50000 technical regulations Part 2: Digital elevation model (DEM)》CH/T 1015.2-2007;

（12）《基础地理信息数字产品1：10000、1：50000生产技术规程 第3部分：数字正射影像图（DOM）》CH/T 1015.3-2007；
(12)《Basic geographic information digital products 1:10000,1:50000 technical regulations Part 3: Digital Orthophoto Map (DOM)》CH/T 1015.3-2007;

（13）《基础地理信息标准数据基本规定》GB 21139-2007；
(13)《Basic geographic information standard data basic requirements》GB 21139-2007;

（14）《基础地理信息城市数据库建设规范》GB/T21740-2008；
(14)《Basic geographic information city database construction specifications》GB/T21740-2008;

（15）《基础地理信息数据库基本规定》CH/9005-2009;
(15)《Basic geographic information database basic requirements》CH/9005-2009;

（16）《基础地理信息要素数据字典 第二部分1:5000、 1:10000基础地理信息要素数据字典》 GB/T20258.2-2006；
(16)《Basic geographic information feature data dictionary part 1:5000, 1:10000 Basic geographic information feature item data dictionary》GB/T20258.2-2006;

（17）《地理空间数据交换格式》 GB/T 17798-2007；
(17)《geo-spatial data exchange format》GB/T 17798-2007;

（18）《基础地理信息要素分类与代码》 GB/T 13923-2006；
(18)《Basic geographic information feature item classification and code》GB/T 13923-2006;

（19）《1:5000、1:10000、1:25000、1:50000、1:100000地形图航空摄影规范》GB/T15661-1995；
(19)《1:5000,1:10000,1:25000,1:50000,1:100000 aerial photography, topographic maps specification》GB/T15661-1995;

（20）《1:5000、1:10000地形图航空摄影测量数字化测图规定》CH/T1006-2000；
(20)《1:5000,1:10000 aerial photogrammetric topographic digital mapping requirements》CH/T1006-2000;

（21）《基础地理信息数字产品元数据》CH/T1007-2001；
(21)《Basic geographic information digital products metadata》CH/T1007-2001;

（22）《城市基础地理信息系统技术规范》CJJ100-2004；
(22)《Basic geographic information city system technical specification》CJJ100-2004;

（23）《测绘产品检查验收规定》CH1002-95；
(23)《Inspection and acceptance rules for measurement and mapping products》CH1002-95;

（24）《测绘产品质量评定标准》CH1003-95；
(24)《Quality evaluation standards of measurement and mapping products》CH1003-95;

（25）《数字测绘成果质量检查与验收》GB/T18316—2008；
(25)《Inspection and acceptance for digital measurement and mapping》GB/T18316-2008;

（26）《数字测绘成果质量要求》GB/T17941-2008；
(26)《Quality requirements of digital measurement and mapping results》GB/T17941-2008;

（27）《测绘技术设计规定》CH/T 1004-2005；
(27)《Measurement and mapping technical design requirements》CH/T 1004-2005;

（28）《测绘技术总结编写规定》CH/T 1001-2005；
(28)《Standards of measurement and mapping technical summary》CH/T 1001-2005;

（29）《山东省基础地理信息1：10000数据采集、更新与建库总体设计》；
(29)《Shandong basic geographic information 1:10000 data collection, update and database architectural design》;

（30） 山东省基础地理信息1:10000数据技术规定；
(30) Shandong Province basic geographic information 1:10000 data technical requirements;

（31） 山东省基础地理信息1:10000数据技术规定补充规定一；
(31) Shandong Province basic geographic information 1:10000 data technical requirements Supplementary Provisions I;

（32） 山东省基础地理信息1:10000数据技术规定补充规定二；
(32) Shandong Province basic geographic information 1:10000 data technical requirements Supplementary Provisions II;

（33） 经批准的本项目总体技术设计书。
(33) Approved project's technical architectural design.

（1） 平面坐标：采用1980西安坐标系（全省2006年统一平差计算的C、D级网成果，高斯－克吕格投影，3o分带）；
(1) Flat Coordinates: The Xi'an 1980 coordinate system (province's 2006 reunification of adjustment calculation, Level C, D network, Gauss - Kruger projection, 3o zoning);

（2） 高程系统：采用1985国家高程基准；
(2) Elevation system: 1985 National Elevation system datum applied;

（3） 地图投影：高斯—克吕格投影，3°分带；中央子午线为东经120°。
(3) Map projection: Gauss - Kruger projection, 3 ° zoning; the central meridian of longitude 120 °.

（4） 图幅分幅: 按GB/T 13989-1992《国家基本比例尺地形图分幅与编号》规定的标准1：5000地形图梯形分幅。经差1′52.5〃；纬差1′15〃。
(4) map sheet framing: According to GB / T 13989-1992《national basic scale topographic maps framing and numbering》required standard trapezoid framing 1:5000 topographic maps. Longitude difference 1'52 .5 〃; latitude difference 1'15 〃.

像控点对最近基础控制点的平面位置中误差按照图根点的精度要求，即不应超过图上0.1mm，即实地不超过 0.5米。像控点对最近基础控制点的高程中误差不应超过基本等高距的1/10，即高程中误差平地不超过 0.1米；丘陵地不超过 0.25米；山地、高山地不超过 0.5米。
Deviation from measurement control points to the latest base control points in flat ground is according to the accuracy requirement based on mapping points zero, which should not exceed 0.1mm on the map, not exceed 0.5 meters on the spot. Deviation from measurement control points to the latest base control points in high land should not exceed 1/10 of basic contour interval, that is, flat ground no more than 0.1 m; hills no more than 0.25 m; mountains no more than 0.5 meters in Elevation system.

好长、好专业，个人翻译，有些专业术语实在难，译得不好，请接受。

Answer 2

Second Section of range: two tenders in the longitude 120 ° 7'30 "east, latitude 36 ° 25 'north, including all of Lacey City, Jimo City, most of the eastern Pingdu, 1:5000 map of about 700 .
Three tenders range: three tenders in the longitude 120 ° 7'30 "west, latitude 36 ° 25 'north, most of the city, including roughness, small part of northern Jiaozhou, 1:5000 map of about 500.
This project mainly refer to the following technical standards:
(1) "1:5000,1:10000 aerial photogrammetric topographic maps within the industry norms" GB/T13990-92;
(2) "1:5000,1:10000 aerial photogrammetric topographic maps outside the industry norm" GB/T13977-92;
(3) "national basic scale maps Part II: 1:5000,1:10000 topographic maps" GB/T20257.2-2006;
(4) "National Essential scale topographic maps and site number" GB / T 13989-92;
(5) "Global Positioning System (GPS) surveying" GB/T18314-2009;
(6) "Global positioning system measurement rules the city" CJJ73-97;
(7) "GPS RTK measurement Interim Provisions" CJ (2005) 59 No.
(8) "the third and fourth order leveling" GB12898-2009;
(9) "digital aerial photogrammetry aerial triangulation" GB / T 23236-2009
(10) "based on geographic information production technology of digital products 1:10000,1:50000 procedures Part 1: Digital Line Graphs (DLG)" CH / T 1015.1-2007;
(11) "fundamental geographic information products 1:10000,1:50000 digital production technology procedures Part 2: Digital elevation model (DEM)" CH / T 1015.2-2007;
(12) "based on geographic information production technology of digital products 1:10000,1:50000 procedures Part 3: Digital Orthophoto Map (DOM)" CH / T 1015.3-2007;
(13) "standard data base of geographic information based on the provisions of" GB 21139-2007;
(14) "City of fundamental geographic information database construction specifications" GB/T21740-2008;
(15) "the basic requirements of fundamental geographic information database" CH/9005-2009;
(16) "fundamental geographic information features data dictionary part 1:5000, 1:10000 fundamental geographic information features data dictionary" GB/T20258.2-2006;
(17) "geo-spatial data exchange format" GB / T 17798-2007;
(18) "fundamental geographic information features Classification and Code" GB / T 13923-2006;
(19) "1:5000,1:10000,1:25000,1:50000,1:100000 aerial photography, topographic maps norms" GB/T15661-1995;
(20) "1:5000,1:10000 aerial photogrammetric topographic digital mapping requirements" CH/T1006-2000;
(21) "digital products based on geographic information metadata" CH/T1007-2001;
(22) "City based geographic information system technology for" CJJ100-2004;
(23) "surveying and mapping products for inspection, acceptance" CH1002-95;
(24) "Mapping product quality evaluation standards" CH1003-95;
(25) "digital mapping quality inspection and acceptance" GB/T18316-2008;
(26) "digital surveying and mapping results quality requirements" GB/T17941-2008;
(27) "mapping technology design requirements" CH / T 1004-2005;
(28) "Mapping Techniques for the preparation of the provisions of" CH / T 1001-2005;
(29) "Shandong 1:10000 basic geographic information data collection, update the overall design and construction of libraries";
(30), Shandong Province 1:10000 data base of geographic information technology requirements;
(31) in Shandong Province based on GIS data technology Supplementary Provisions 1:10000 A;
(32) in Shandong Province based on GIS data technology Supplementary Provisions 1:10000 II;
(33) approved the overall technical design of the project book.
(1) Plane Coordinates: The coordinate system in Xi'an in 1980 (the province's 2006 reunification of adjustment calculation, C, D network results, Gauss - Kruger projection, 3o zoning);
(2) elevation of the system: The 1985 National Height Datum;
(3) Map projection: Gauss - Kruger projection, 3 ° zoning; the central meridian of longitude 120 °.
(4) map sheet framing: According to GB / T 13989-1992 "national basic scale topographic maps increases with the number" required standard trapezoid framing 1:5000 topographic maps. The difference between 1'52 .5 〃; latitude difference 1'15 〃.

Answer 3

Second Section of range: two tenders in the longitude 120 ° 7'30 "east, latitude 36 ° 25 'north, including all of Lacey City, Jimo City, most of the eastern Pingdu, 1:5000 map of about 700 .
Three tenders range: three tenders in the longitude 120 ° 7'30 "west, latitude 36 ° 25 'north, most of the city, including roughness, small part of northern Jiaozhou, 1:5000 map of about 500.
This project mainly refer to the following technical standards:
(1) "1:5000,1:10000 aerial photogrammetric topographic maps within the industry norms" GB/T13990-92;
(2) "1:5000,1:10000 aerial photogrammetric topographic maps outside the industry norm" GB/T13977-92;
(3) "national basic scale maps Part II: 1:5000,1:10000 topographic maps" GB/T20257.2-2006;
(4) "National Essential scale topographic maps and site number" GB / T 13989-92;
(5) "Global Positioning System (GPS) surveying" GB/T18314-2009;
(6) "Global positioning system measurement rules the city" CJJ73-97;
(7) "GPS RTK measurement Interim Provisions" CJ (2005) 59 No.
(8) "the third and fourth order leveling" GB12898-2009;
(9) "digital aerial photogrammetry aerial triangulation" GB / T 23236-2009
(10) "based on geographic information production technology of digital products 1:10000,1:50000 procedures Part 1: Digital Line Graphs (DLG)" CH / T 1015.1-2007;
(11) "fundamental geographic information products 1:10000,1:50000 digital production technology procedures Part 2: Digital elevation model (DEM)" CH / T 1015.2-2007;
(12) "based on geographic information production technology of digital products 1:10000,1:50000 procedures Part 3: Digital Orthophoto Map (DOM)" CH / T 1015.3-2007;
(13) "standard data base of geographic information based on the provisions of" GB 21139-2007;
(14) "City of fundamental geographic information database construction specifications" GB/T21740-2008;
(15) "the basic requirements of fundamental geographic information database" CH/9005-2009;
(16) "fundamental geographic information features data dictionary part 1:5000, 1:10000 fundamental geographic information features data dictionary" GB/T20258.2-2006;
(17) "geo-spatial data exchange format" GB / T 17798-2007;
(18) "fundamental geographic information features Classification and Code" GB / T 13923-2006;
(19) "1:5000,1:10000,1:25000,1:50000,1:100000 aerial photography, topographic maps norms" GB/T15661-1995;
(20) "1:5000,1:10000 aerial photogrammetric topographic digital mapping requirements" CH/T1006-2000;
(21) "digital products based on geographic information metadata" CH/T1007-2001;
(22) "City based geographic information system technology for" CJJ100-2004;
(23) "surveying and mapping products for inspection, acceptance" CH1002-95;
(24) "Mapping product quality evaluation standards" CH1003-95;
(25) "digital mapping quality inspection and acceptance" GB/T18316-2008;
(26) "digital surveying and mapping results quality requirements" GB/T17941-2008;
(27) "mapping technology design requirements" CH / T 1004-2005;
(28) "Mapping Techniques for the preparation of the provisions of" CH / T 1001-2005;
(29) "Shandong 1:10000 basic geographic information data collection, update the overall design and construction of libraries";
(30), Shandong Province 1:10000 data base of geographic information technology requirements;
(31) in Shandong Province based on GIS data technology Supplementary Provisions 1:10000 A;
(32) in Shandong Province based on GIS data technology Supplementary Provisions 1:10000 II;
(33) approved the overall technical design of the project book.
(1) Plane Coordinates: The coordinate system in Xi'an in 1980 (the province's 2006 reunification of adjustment calculation, C, D network results, Gauss - Kruger projection, 3o zoning);
(2) elevation of the system: The 1985 National Height Datum;
(3) Map projection: Gauss - Kruger projection, 3 ° zoning; the central meridian of longitude 120 °.
(4) map sheet framing: According to GB / T 13989-1992 "national basic scale topographic maps increases with the number" required standard trapezoid framing 1:5000 topographic maps. The difference between 1'52 .5 〃; latitude difference 1'15 〃.
Control points as control points based on the recent plane location error according to the accuracy Mapping Points, which should not exceed the map 0.1mm, the field does not exceed 0.5 meters. Control points as control points based on the recent elevation of the error should not exceed the basic contour interval of 1 / 10, that is, the ground elevation in the error of not more than 0.1 m; hills no more than 0.25 m; mountain, mountains to less than 0.5 meters.