施工队绘草图要求

50
50
49.95 49.952 49.9524 49.95241 49.952411 49.9524111
50
49.9 49.93 49.931 49.9315 49.93148 49.931477 49.9314767
50
49.9 49.91 49.907 49.9067 49.90674 49.90674 49.9067399
11、 管道须标明井号，占孔图
角度 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
角深(单位: 米) 50
49.99809615 49.99238476 49.98286625 49.96954135 49.95241108 49.93147674 49.90673992 49.87820251 49.84586669 49.8097349 49.76980992 49.72609477 49.67859278 49.62730758 49.57224307 49.51340344 49.45079317 49.38441703 49.31428008 49.24038765 49.16274538 49.08135917 48.99623523 48.90738004 48.81480036 48.71850324 48.61849602 48.51478631 48.40738202 48.29629131 48.18152266 48.0630848 47.94098674 47.8152378 47.68584754 47.55282581 47.41618276 47.27592878
66 41.9335284
42
67 41.6942911
42
68 41.45187863 41
69 41.20630943 41
70 40.95760221 41
71 40.70577592 41
72 40.45084972 40
73 40.19284303 40
74 39.9317755
40
75 39.66766701 40
57 43.94085563 44
58 43.73098536 44
59 43.5177848
44
60 43.30127019 43
61 43.08145802 43
62 42.85836504 43
63 42.63200822 43
64 42.40240481 42
65 42.16957229 42
48
48.1 48.06 48.063 48.0631 48.06308 48.063085 48.0630848
48
47.9 47.94 47.941 47.941 47.94099 47.940987 47.9409867
48
47.8 47.82 47.8147.8152378
50
49.9 49.88 49.878 49.8782 49.8782 49.878203 49.8782025
50
49.8 49.85 49.846 49.8459 49.84587 49.845867 49.8458667
50
49.8 49.81
49.81 49.8097 49.80973 49.809735 49.8097349
49
48.7 48.72 48.719 48.7185 48.7185 48.718503 48.7185032
49
48.6 48.62 48.618 48.6185 48.6185 48.618496 48.618496
49
48.5 48.51 48.515 48.5148 48.51479 48.514786 48.5147863
49
49.5 49.45 49.451 49.4508 49.45079 49.450793 49.4507932
49
49.4 49.38 49.384 49.3844 49.38442 49.384417 49.384417
49
49.3 49.31 49.314 49.3143 49.31428 49.31428 49.3142801
50
50
49.99 49.992 49.9924 49.99238 49.992385 49.9923848
50
50
49.98 49.983 49.9829 49.98287 49.982866 49.9828662
50
50
49.97
49.97 49.9695 49.96954 49.969541 49.9695414
施工队绘草图要求
1、 必须提供光缆配盘图(包括光缆盘号)。 2、 角杆不许画成直线，必须标明角深。(角深见附表 1) 3、 图纸必须从旧基站向新基站绘制。 4、 杆路两旁的附近村庄需注明其村名，参照物需必须标明清楚
(比如:旱地,水田,果园等)。 5、 杆路中安装了吊线辅助装置的需在图纸标明(否则材料对不
50
49.6 49.63 49.627 49.6273 49.62731 49.627308 49.6273076
50
49.6 49.57 49.572 49.5722 49.57224 49.572243 49.5722431
50
49.5 49.51 49.513 49.5134 49.5134 49.513403 49.5134034
47
47.3 47.28 47.276 47.2759 47.27593 47.275929 47.2759288
角深(8 位小 数) 50
49.99809615 49.99238476 49.98286625 49.96954135 49.95241108 49.93147674 49.90673992 49.87820251 49.84586669 49.8097349 49.76980992 49.72609477 49.67859278 49.62730758 49.57224307 49.51340344 49.45079317 49.38441703 49.31428008 49.24038765 49.16274538 49.08135917 48.99623523 48.90738004 48.81480036 48.71850324 48.61849602 48.51478631 48.40738202 48.29629131 48.18152266 48.0630848 47.94098674 47.8152378 47.68584754 47.55282581 47.41618276 47.27592878
76 39.40053768 39
77 39.13040784 39
78 38.85729807 39
79 38.58122917 39
80 38.30222216 38
81 38.02029828 38
47.1 47
46.8 46.7 46.5 46.4 46.2
46 45.9 45.7 45.5 45.3 45.1 44.9 44.7 44.6 44.4 44.1 43.9 43.7 43.5 43.3 43.1 42.9 42.6 42.4 42.2 41.9 41.7 41.5 41.2
41 40.7 40.5 40.2 39.9 39.7 39.4 39.1 38.9 38.6 38.3
38
47.13 46.98 46.83 46.68 46.52 46.36 46.19 46.03 45.85 45.68 45.5 45.32 45.13 44.94 44.75 44.55 44.35 44.15 43.94 43.73 43.52 43.3 43.08 42.86 42.63 42.4 42.17 41.93 41.69 41.45 41.21 40.96 40.71 40.45 40.19 39.93 39.67 39.4 39.13 38.86 38.58 38.3 38.02
49
49
49
48.996 48.9962 48.99624 48.996235 48.9962352
49
48.9 48.91 48.907 48.9074 48.90738 48.90738 48.90738
49
48.8 48.81 48.815 48.8148 48.8148
48.8148 48.8148004
上)( 辅助装置见附图) 6、 电力保护需标明长度、电力电压(没有 1 千伏的电压)，两侧电
杆必须做地线并标明清楚。 7、 凡跨路必须做好架空警示管,跨路的两根杆需做地线,并在图纸
中标明。 8、 新基站下来 5 根做好地线，并标明清楚。 9、 预留架在接头处两侧，预留不能与接头同一根杆，接头处不要
放在转角处。 10、 直埋做好标石并编好号,有护坡的注明高度。(标石编号见附图)
50
49.8 49.77
49.77 49.7698 49.76981 49.76981 49.7698099
50
49.7 49.73 49.726 49.7261 49.72609 49.726095 49.7260948
50
49.7 49.68 49.679 49.6786 49.67859 49.678593 49.6785928
49
49.2 49.24
49.24 49.2404 49.24039 49.240388 49.2403877
49
49.2 49.16 49.163 49.1627 49.16275 49.162745 49.1627454
49
49.1 49.08 49.081 49.0814 49.08136 49.081359 49.0813592
48
47.7 47.69 47.686 47.6858 47.68585 47.685848 47.6858475
48
47.6 47.55 47.553 47.5528 47.55283 47.552826 47.5528258
47
47.4 47.42 47.416 47.4162 47.41618 47.416183 47.4161828
附表 1:角度与角深对应表(取黄色部分数值,其它为参考)
角深
角深(0 (1 位 角深(2 角深(3 角深(4 角深(5 位 角深(6 位 角深(7 位小
位小数) 小数) 位小数) 位小数) 位小数)
小数)
小数)
数)
50
50
50
50
50
50
50
50
50
50
50
49.998 49.9981 49.9981 49.998096 49.9980962
48
48.4 48.41 48.407 48.4074 48.40738 48.407382 48.407382
48
48.3
48.3
48.296 48.2963 48.29629 48.296291 48.2962913
48
48.2 48.18 48.182 48.1815 48.18152 48.181523 48.1815227
39 47.13207455 47
40 46.98463104 47
41 46.83360946 47
42 46.67902132 47
43 46.5208784
47
44 46.35919273 46
45 46.19397663 46
46 46.02524267 46
47 45.85300372 46
47.132 46.985 46.834 46.679 46.521 46.359 46.194 46.025 45.853 45.677 45.498 45.315 45.129 44.94 44.747 44.55 44.351 44.147 43.941 43.731 43.518 43.301 43.081 42.858 42.632 42.402 42.17 41.934 41.694 41.452 41.206 40.958 40.706 40.451 40.193 39.932 39.668 39.401 39.13 38.857 38.581 38.302 38.02
48 45.67727288 46
49 45.49806354 45
50 45.31538935 45
51 45.12926422 45
52 44.93970231 45
53 44.74671808 45
54 44.55032621 45
55 44.35054166 44
56 44.14737964 44