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1、yuan, an increase of 17.5%; local government general budget revenue of 500 million Yuan, . Painting, model culture creates new Ma Church community, creating Lake scenic spot culture education base, received high evaluation from provincial and municipal discipline Inspection Commission, the peoples d
2、aily special report. Constantly promote independent Commission against corruption culture construction to rural extends, created established Dahlin rural industry Park independent Commission against corruption culture positions, formed has a support service low double excellent of members lead team,
3、 constantly perfect and established Park funds assets management, and village audit supervision, and villagers democratic financial, system, strengthening Park party, and Chief, and financial, full public, powerful to guarantees has new rural construction, by city rural style clean government inspec
4、tion unit led of height evaluation. Through the implementation of honest and clean government cultural construction, and effectively educate the broad masses of party members and cadres and consciously regulated behavior and discipline, honesty in politics and culture to create a good atmosphere and
5、 fresh development environment. Although we in implement implementation independent Commission against corruption guidelines aspects made has must effectiveness, but away from superior of requirements also exists must of distance, main performance for: a is system enough sound, education, and superv
6、ision, and prevention, and punishment, aspects long-term mechanism also enough perfect, especially in enrollment bid work regulatory aspects also needed strengthening; II is regulatory supervision exists lost of Yu wide, and lost of Yu soft, investigation illegal disciplinary case of efforts also ne
7、eded strengthening, individual sector and cadres also different degree exists treat gift, not to benefits not do, and mess do of phenomenon; Three for honest work is the new situations and new problems in finding timely enough, treatment measures are not strong enough. To solve these problems, we wi
8、ll proceed from the following five aspects of rectification, make sure to implement the provisions of the code. (A) deepening the learning, enhance the consciousness of honesty in politics. To create event as an opportunity to Excel and learning party, further increasing the governance capability an
9、d advanced construction, reinforced rules of the broad masses of party members and cadres awareness, sense of responsibility, sense of honor, improve working ability and level of scientific development. Should make full use of meetings, in particular central group learning opportunity, further stren
10、gthening the study and education of the code, the intensive warning education, education the majority of party members and cadres known fear, knew fear, honesty in politics of tension the strings, consciousness and enhancing the implementation of the initiative. Also, pay attention to apply what the
11、y have learned, consciously study results into planning work, new ideas, 路堤边沟施工方案路堤边沟施工方案一、编制依据（1）施工设计图纸（2）公路工程技术标准JTG B01-2003（3）公路路基施工技术规范JTG F10-2006（4）公路工程质量检验评定标准JTG F80/1-2004（5）公路土工试验规程JTJ 051-93二、工程概况、工程特点、工程数量等1、主线及匝道的填方路基坡脚外设置0.6m0.8m矩形排水沟、挖方路基边部设置0.6m0.8m矩形沟+40cm40cm碎石盲沟，当挖方边沟与填方排水沟高差不大时，
12、可采取渐变的矩形沟顺接，当高差较大时，应采用急流槽连接。2、路基地下排水采用设置暗沟（管）、渗沟、检查井等地下排水设施，地下排水设施类型、位置尺寸根据工程地质和水文地质条件决定。根据地下水位情况，个别路段还设置了土体排水平孔。3、施工中可根据互通区涵洞、通道及附近区域的沟渠等实际情况，对互通区排水系统进行调整，确保排水系统完整、顺畅。4、路堤边沟采用设计图中的“一般路段路堤边沟设计图（A）”附图，主要工程数量（附表） 一般路段路堤边沟设计图（A） 赤门互通路堤边沟工程数量表序号起讫桩号工程名称主要尺寸及说明（尺寸单位：cm）长度（m）M7.5浆砌片石（m）备注1YK35+700790路堤边沟右
13、侧，A型，606091.866.1一般段落2YK35+830932路堤边沟右侧，A型，6060104.074.9一般段落3ZK35+767ZK36+215路堤边沟左侧，A型，6080457.0383.8一般段落4AK0+718737路堤边沟右侧，A型，608019.416.3一般段落5AK0+897996路堤边沟右侧，A型，6080101.084.8一般段落6AK0+701737路堤边沟左侧，A型，608036.730.8一般段落7AK0+953986路堤边沟左侧，A型，608033.728.3一般段落8BK0+030134.418路堤边沟右侧，A型，6080106.589.5一般段落9BK0
14、+032127路堤边沟左侧，A型，608096.981.4一般段落10CK0+126.072319路堤边沟右侧，A型，6080196.8165.3一般段落11CK0+170310路堤边沟左侧，A型，6080142.8120.0一般段落12DK0+250329路堤边沟右侧，A型，608080.667.7一般段落13DK0+160310路堤边沟左侧，A型，6080153.0128.5一般段落14EK0+109230路堤边沟右侧，A型，6080123.4103.7一般段落15EK0+109270路堤边沟左侧，A型，6080164.2137.9一般段落16G1K0+780950路堤边沟右侧，A型，6080173.4145.7一般段落 主线路堤边沟工程数量表序号起讫桩号工程名称主要尺寸及说明（尺寸单位：cm）长度（m）M7.5浆砌片石（m）备注1K34+987K35+067路堤边沟右侧，A型 ，608081.668.5一般段落2K35+245K35+371路堤边沟右侧，A型 ，6080128.5108.0一般段落3K36+320K36+414路堤边沟右侧，A型 ，608095.980.5一般段落4ZK36+448588路堤边沟左侧，A型 ，6080142.8120.0一般段落
