Detail Sewer DWG Detail for AutoCAD

Details – specifications – sizing – Construction courts – Iran

Drawing labels, details, and other text information extracted from the CAD file:

down, êåñçä, hnhvi vhi aivshcd hsjhk rl, hnhvi liknsdk, shojlhkd, plan, down, kdchv, down, kdchv, qom, nyzar, section, secthon, section, down, pvc. pipe, section, hnhvi liknsdk, ráhvnhn, fáá, hnvhi vhi aivshcd hsjhk rl, kâà, nv hsž., hsž., fçâv hsž., hnhvi liknsdk, ráhvnhn, fáá, hnhvi vhi aivshcd hsjhk rl, kâà, hnhvi vhi aivshcd, lndvdj shoj, secthon, s à, hc hsž., plan, fánhv, likns, likns, likns, nsj’hi kzhvj, …., fánhv, s à, down, qom, nyzar, down, qom, nyzar, down, qom, nyzar, concrete, nsž, concrete, ‘âkœ dý ‘âkœ, concrete, var, concrete, section, concrete, nvc, concrete, ‘âkœ dý ‘âkœ, section, plan, down, down, var., kâà, ……….., ……….., …….., s.b, down, concrete, pvc. pipe, concrete, section, nsž, lghj lhsœ sdlhk, down, down, pos, shape, t.l, t.w, qom, nyzar, tehran, qom

Raw text data extracted from CAD file:

1 1 1 2 \U+0639\U+0645\U+0644\U+064A\U+0627\U+062A \U+0627\U+062C\U+0631\U+0627\U+064A\U+064A \U+0642\U+0637\U+0639\U+00E5 4 \U+0631\U+0627\U+00E5 \U+0627\U+0635\U+0644\U+064A \U+062A\U+0641\U+062A-\U+0627\U+0628\U+0631\U+06A9\U+00E6\U+00E5 - \U+0633\U+00E6\U+0631\U+0645\U+0642 km 37+300 UP DOWN Þã ÊåÑÇä \A1;9.20 \A1;8.20 \A1;18.60 \A1;1.80 \A1;1.80 \A1;20.60 \A1;1.10 \A1;6.05 \A1;7.05 \A1;14.01 \A1;1.72 \A1;1.10 \A1;0.90 \A1;1.68 \A1;3.40 \A1;3.40 \A1;19.60 \A1;7.50 \A1;6.05 \A1;7.05 \A1;21.60 \A1;15.00 ©,G– Hvl—jâv f © `• dÝ ni—k› 2 lÁ fš¸—c l¯âv r©d¤ r¤-KDCHV HNHVI ;G VHI , AIVSHCD HSJHK RL HNHVI HL,V LIKNSDK LAH,V AV;J SHOJLHKD ©,G– Hvl—jâv f © `• dÝ ni—k› 2 lÁ \A1;000 \A1;000 \A1;000 \A1;1.50 \A1;9.50 \A1;1.50 \A1;12.50 \A1;7.00 \A1;2.00 \A1;7.00 \A1;17.60 \A1;6.00 \A1;2.00 \A1;6.00 \A1;15.60 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;17.70 \A1;1.50 \A1;1.50 \A1;0.05 \A1;16.00 \A1;6.05 \A1;1.10 \A1;1.70 \A1;1.10 \A1;6.05 \A1;7.05 \A1;1.10 \A1;1.70 \A1;1.10 \A1;7.05 \A1;0.80 \A1;2.00 \A1;0.80 \A1;7.05 \A1;0.80 \A1;2.00 \A1;0.80 \A1;6.05 \A1;6.05 \A1;2.10 \A1;0.70 \A1;2.10 \A1;6.05 \A1;17.00 \A1;7.05 \A1;2.10 \A1;0.70 \A1;2.10 \A1;7.05 \A1;19.00 \A1;2.80 \A1;8.20 \A1;2.80 \A1;13.80 \A1;6.05 \A1;5.90 \A1;6.05 \A1;18.00 \A1;7.05 \A1;5.90 \A1;7.05 \A1;20.00 \A1;3.80 \A1;7.20 \A1;3.80 \A1;14.80 \A1;1.50 \A1;9.50 \A1;1.50 \A1;12.50 \A1;6.05 \A1;15.70 \A1;7.05 \A1;18.00 \A1;1.80 \A1;9.20 \A1;1.80 \A1;12.80 S=63.54 h=1.50 Tv=95.31 S=187.08 S=63.54 h=1.50 Tv=95.31 S1 S2 S1=31.77 S2=15.40 Ts=78.94 h=1.5 Tv=118.41 S=247.99 S=62.82 h=1.5 S=149.75 Tv=94.23 S1 S2 S1=63.54 S2=15.40 Ts=78.94 h=1.5 Tv=118.41 S=246.15 S=71.72 h=1.50 Tv=107.58 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S1=82.50 S2=15.40 Ts=97.90 Tv=146.85 S1 S2 h=1.5 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 L=52.00 h=1.35 S=62.86 h=1.35 L=6.15+12.80+8.15+1.80+7.05+9.20+5.05+1.80=52.00x2=104.00 S=(7.15x2.80)+(8.20x2.10)+(9.15x2.80)=62.86x2=125.72 L=52.00 h=1.35 S=62.86 h=1.35 S=149.75 S=210.85 S=210.85 S=273.37 S=187.08 S=210.85 S=71.72 h=1.50 Tv=107.58 S=149.75 S=273.37 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S=71.72 h=1.50 Tv=107.58 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S=71.72 h=1.50 Tv=107.58 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S1=82.50 S2=30.80 Ts=113.30 h=1.5 Tv=169.95 S1 S2 S=62.82 h=1.5 S=149.75 Tv=94.23 S1 S2 S1=63.54 S2=15.40 Ts=78.94 h=1.5 Tv=118.41 S=246.15 S1=82.50 S2=15.40 Ts=97.90 Tv=146.85 S1 S2 h=1.5 S=71.72 h=1.50 Tv=107.58 S=63.54 h=1.50 Tv=95.31 S=187.08 S=63.54 h=1.50 Tv=95.31 S=187.08 S1 S2 S1=31.77 S2=15.40 Ts=78.94 h=1.5 Tv=118.41 S=247.99 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S1=82.50 S2=15.40 Ts=97.90 h=1.5 Tv=146.85 S1 S2 S=71.72 h=1.50 Tv=107.58 PLAN 32+220 UP DOWN Þã KDCHV 5 5 5 5 5 5 5 5 5 5 5 5 5 UP DOWN Þã KDCHV 5 5 5 5 5 5 5 5 5 A A A A A A \A1;2.10 \A1;0.70 \A1;2.10 QOM NYZAR \A1;4.90 0.65 0.02 0.49 0.29 0.80 2.00 0.02 0.49 0.65 0.80 0.29 0.15 SECTION A-A 0.15 0.80 0.15 0.15 0.15 0.50 0.15 SECTHON A-A SECTHON C-C SECTHON B-B 000 SECTION B-B Down 1.63 m Up 1.30 m PVC. PIPE 0.15 @300 0.75 0.30 1.35 m SECTION C-C 1.50 1.40 0.50 0.15 l‚—,v HNHVI HL,V LIKNSDK , LAH,V `DLHK;HV rÁhvnhn a£—vœ 17/9/19898 fÁá hg¯—r‹› a£—vœ^ j—vd^ w»¯›^ lâv®^ 3931 ;—VTÁl—^ HNVHI ;G VHI , AIVSHCD HSJHK RL kâÀ ;—v^ `• 1 ni—k› 2 lÁ i£¸Ç f¡ vdˆ i— pÐ£Œ , y‹Á l¸” f— u‹—v052 ;‹”â'Á¥ s‹£—¢ nv lÁ lÜ¾’ f¡ hkÐ—¥ a©œ hsž. f¡ vdˆ i— r¸£š— l¸g )nh–&a —| , rÁk‹ˆ( f— u‹—v 053 ;‹”â'Á¥ s‹£—¢ nv lÁ lÜ¾’ f¡ hkÐ—¥ a©œ hsž. r—g’ f © `Œ %001 hkÐ—¥ a©œ hsž. v'”—| ;¼ `Œ i— fÇâv ;—l• hkÐ—¥ a©œ hsž. l‚—,v HNHVI HL,V LIKNSDK LAH,V `‹£—kÜ—v aÁ;ž s—o£—kŒ rÁhvnhn a£—vœ 17/9/19898 fÁá hg¯—r‹› a£—vœ^ j—vd^ w»¯›^ 2 hc 2 lâv®^ 3931 ;—vtÁl—^ HNHVI ;G VHI , AIVSHCD HSJHK RL kâÀ ;—v^ `• 1 ni—k› 2 lÁ i£¸Ç ;HVTVLH HNHVI ;G VHI , AIVSHCD LNDVDJ J,SUI , SHOJ SECTHON E-E SECTHON D-D 000 000 000 `”—¢ `Œ ; Œ x‘µ› f © lÄ—g p—w• hc `Œ ; Œ `Œ ; Œ f— l—a‹¡ kÁ¥ s¬ž s à o—;š— k—lÁyâ“ p—w• hc `Œ ; Œ f› l¯• j¬”‹› lÄ—g k—lÁyâ“ p£• a©œ hsž. `”—¢ tâk©hs‹â¢ PLAN `‹£—kÜ—v kµ‚› fÁnhv kÍ—vŸ lµ‹¤ LIKNS k—zÁ lµ‹¤ LIKNS sÁ`Ásž kÍ—vŸ lµ‹¤ LIKNS NSJ'HI KZHVJ .... .... `‹£—kÜ—v aÁ;ž s—o£—kŒ kµ‚› fÁnhv kÍ—vŸ lµ‹¤ lš ©º k—zÁ lµ‹¤ lš ©º sÁ`Ásž kÍ—vŸ lµ‹¤ lš ©º f”â;—| f— s à g—a› 0.30 0.25 000 000 90 % 10% \U+221A \U+221A \U+221A \U+221A \U+221A \A1;2.80 \A1;2.80 \A1;2.80 \A1;2.80 ;‹”âlv^ UP DOWN QOM NYZAR \A1;7.00 \A1;2.10 \A1;0.70 \A1;7.00 \A1;2.10 \A1;18.90 \A1;13.80 \A1;2.80 \A1;2.80 \A1;8.20 \A1;6.00 \A1;16.90 \A1;2.10 \A1;2.10 \A1;6.00 \A1;0.70 1 2 3 4 5 7 6 9 10 8 A A UP DOWN QOM NYZAR \A1;6.00 \A1;1.10 \A1;1.70 \A1;1.10 \A1;6.00 \A1;15.90 \A1;12.80 \A1;1.80 \A1;9.20 \A1;1.80 \A1;7.00 \A1;1.10 \A1;1.70 \A1;1.10 \A1;7.00 \A1;17.90 8 9 1 2 3 4 6 7 5 10 vrâ¥ `Œ ; Œ , tâk©hs‹â¢ kµ—É cl‹¡ x‘‹¾Œ v, `Œ ;¼ `Œ 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 A A A A UP DOWN A A 5 5 5 5 5 5 5 5 5 5 5 5 QOM NYZAR 5 5 5 5 (280 kg/m) CONCRETE `—d‹¡ nsž 65 f—g—nsž 2 49 29 CONCRETE r‹Á , 'âkŒ a —| f— dÝ g—d› 'âkŒ , n, r‚Á r‹Á 30 25 80 200 3 (280 kg/m ) CONCRETE VAR (380 kg/m ) 3 2 49 65 3 CONCRETE (380 kg/m ) 80 29 80 135 SECTION A-A T10 o 8 9 8 5 4 3 2 1 lµÇ¿ Hvl—jâvf © nh– o o o o o T14@22cm T18@28cm 12T10@22cm T10@28cm T18@28cm T10@30cm o 3 (380 kg/m) CONCRETE 3 nvc hk‘¸—É hk©,n r‹Á 3 13 CONCRETE (380 kg/m) r‹Á , 'âkŒ a —| f— dÝ g—d› 'âkŒ , n, r‚Á r‹Á Det.1 Det.1 25 30 15 80 15 15 Z=2% Z=2% SECTION B-B PLAN A A A A UP DOWN 27+450 A A 5 5 5 UP DOWN 5 a£—vœ kµ‚› va_› s—cœ cm VAR. jÊ‹‹Á . . u âh¢ `Á,|œ aÁ%%177 . . ;—vtÁl— . . l‚—,v . . `‹£—kÜ—v . . . . kâÀ `• `• ;‹”âlÁ j—vd ; Á– hl²—M j—vd jÄâd’ hl²—M xÁ%%177 jÄâd’ jÁs‹¤ k—¥ t—d• ........... hl²—M ........... ........... j—vd a£—vœ xÁ%%177 a£—vœ `Á,|œ ,hp© lµ‹—º ........ A 0+ 1 * \Fnaskhd,fars|c178; \fVerdana|b0|i0|c0|p34;2 S.B 3 2 1 80 15 50 Down Up (280 kg/m) CONCRETE PVC. PIPE CONCRETE (280 kg/m) 15 @300 75 30 135 SECTION C-C 3 3 150 140 50 80 k£— f—Gg—nsž , `—d‹¡ nsž `• 70 30 25 3 lghj lhsœ sdlhk 15 15 Z=2.4 % 1:3 \U+0628\U+0644\U+0648\U+0643\U+0627\U+0698 \U+0628\U+0627 \U+0633\U+0646\U+06AF \U+0644\U+0627\U+0634\U+0647 UP DOWN UP DOWN 5 5 5 5 5 5 5 5 5 5 5 5 5 `”—¢ `Œ ; Œ lÁp”› h,– `”—¢ `Œ ; Œ lÁp”› n,l `”—¢ tâk©hs‹â¢ \A1;25 7 2 o T10@30cm \A1;55 o T10 5 \A1;25 7 5 \A1;40 2 o T10@30cm \A1;55 o T10 ˆm‹—Ÿ rÁk‹ˆ 5 6 2 2 5 5 5 5 5 5 5 5 5 5 8 39 9 14.81 126.37 146.72 0.617 0.617 0.617 24.00 204.80 237.80 12.80 1.20 2.90 20 8x2 41x2 10 10 10 30 30 15 15 30 20 1200.88 ,c¢ ;• Hvl—jâv fÁh hf©h,hkš— GHfÁ, 45 70 1 2 3 4 6 7 5 94.77 188.76 252.00 252.00 74.97 0.617 1.21 2.00 2.00 153.60 156.00 126.00 126.00 12.80 13.00 2.80 2.80 12 12 45 45 10 10 10 14 18 18 30 10 45 2.70 121.50 0.617 10 250 10 13 30 24 203 10 10 203 13 24 1200 20 7 45 25 70 70 350 5x2 13x2 28.88 21.6 0.617 0.617 46.80 35.00 1.80 3.50 60 100 80 40 1200 1200 40 80 Pos T o No Shape L T.l W T.w ÎÑ˜ 13 5 5 5 5 5 5 5 5 ©,G– Hvl—jâv f © `• dÝ ni—k› 2 lÁ QOM QOM QOM QOM QOM NYZAR NYZAR NYZAR NYZAR TEHRAN QOM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 000 000 000 000 000 000 980.08 978.37 977.03

Drawing labels, details, and other text information extracted from the CAD file:

Raw text data extracted from CAD file:

Language	English
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, courts, DETAIL, details, DWG, iran, kläranlage, sewer, sizing, specifications, treatment plant

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