{ "document_id": 10816, "page": 17, "width_pt": 1224, "height_pt": 792, "rotation": 270, "pipeline_version": "paddleocr-vl-1.6+paul-48", "engine": "paddleocr_vl", "source_run_id": 10927, "item_count": 175, "counts_by_type": { "caption": 6, "figure": 2, "footnote": 15, "header": 3, "heading": 6, "list": 3, "list_item": 9, "table": 4, "table_cell": 114, "text": 12, "title": 1 }, "build_ms": 16, "items": [ { "id": "p17.1", "order": 1, "type": "header", "bbox": { "l": 756.24, "t": 753.36, "r": 800.4, "b": 748.56 }, "text": "PROSTRATE HABIT SHRUB", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p17.2", "order": 2, "type": "header", "bbox": { "l": 302.64, "t": 745.2, "r": 347.76, "b": 738.96 }, "text": "FILL WITH FLOATATION FOAM", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p17.3", "order": 3, "type": "header", "bbox": { "l": 484.08, "t": 738.72, "r": 551.28, "b": 722.64 }, "text": "Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (ccr).", "attrs": { "block_label": "vision_footnote" }, "level": 2 }, { "id": "p17.4", "order": 4, "type": "figure", "bbox": { "l": 62.88, "t": 755.76, "r": 1144.32, "b": 45.84 }, "text": "", "attrs": { "block_label": "image" } }, { "id": "p17.5", "order": 5, "type": "heading", "bbox": { "l": 979.68, "t": 750.96, "r": 1049.28, "b": 743.04 }, "text": "PLANTING NOTES:", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.6", "order": 6, "type": "title", "bbox": { "l": 124.56, "t": 748.8, "r": 226.56, "b": 740.88 }, "text": "STANDARD FOR DEWATERING", "attrs": { "block_label": "doc_title" }, "level": 2 }, { "id": "p17.7", "order": 7, "type": "text", "bbox": { "l": 979.68, "t": 737.76, "r": 1129.92, "b": 724.08 }, "text": "1. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS AND CLEANUP." }, { "id": "p17.8", "order": 8, "type": "heading", "bbox": { "l": 84.96, "t": 725.04, "r": 103.68, "b": 720.96 }, "text": "Euro050", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.9", "order": 9, "type": "text", "bbox": { "l": 978.48, "t": 723.12, "r": 1131.12, "b": 712.8 }, "text": "2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT." }, { "id": "p17.10", "order": 10, "type": "text", "bbox": { "l": 84.24, "t": 721.44, "r": 272.64, "b": 708 }, "text": "To properly remove suspended sediments and water from excavated areas through filtration and/or settlement prior to discharging water to a receiving water course or body. Conditions Where Practice Applies\nDuring construction excavated facilities need to be dewatered to facilitate or complete the construction process. The water pumped out of the excavated areas contain sediments that must be removed prior to discharging to receiving bodies of water. This standard does not address the removal of ground water through well points etc.\nThis standard describes the following practices for the removal of sediment laden waters from excavation areas:\nRemovable pumping stations, sump pits, portable sedimentation tanks and silt control bags. Water Quality Enhancement\nWater discharged from excavated areas on construction sites may be a significant contributor of sediment to surface waters during construction. Water must be removed and disposed of in order for construction to move forward. Typically, water is pumped or containment berms are breached and sediment laden waters are permitted to flow uncontrolled into surface waters such as streams or lakes. By employing practices described in this standard, the majority of sediment suspended in waters may easily be removed prior to leaving the site. Filters and materials described herein are readily available and are easy to install and maintain.\nDesign Criteria" }, { "id": "p17.11", "order": 11, "type": "list", "bbox": { "l": 978.24, "t": 712.32, "r": 1141.44, "b": 687.6 }, "text": "", "attrs": { "item_count": 2 }, "children": [ { "id": "p17.11.1", "order": 12, "type": "list_item", "bbox": { "l": 978.24, "t": 712.32, "r": 1141.44, "b": 698.16 }, "text": "PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLATED VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEFECTS AND INJURIES.", "marker": "3." }, { "id": "p17.11.2", "order": 13, "type": "list_item", "bbox": { "l": 978.24, "t": 697.2, "r": 1122.24, "b": 687.6 }, "text": "CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL.", "marker": "4." } ] }, { "id": "p17.12", "order": 14, "type": "text", "bbox": { "l": 84.24, "t": 690.96, "r": 270.48, "b": 682.08 }, "text": "address the removal of ground water through well points etc.\nThis standard describes the following practices for the removal of sediment laden waters from excavation areas:\nremovable pumping stations, sump pits, portable sedimentation tanks and silt control bags." }, { "id": "p17.13", "order": 15, "type": "text", "bbox": { "l": 976.08, "t": 686.16, "r": 1140.96, "b": 659.28 }, "text": "5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST TWO (2) YEARS FOR TREES AND A MINIMUM OF ONE (1) YEAR FOR SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE." }, { "id": "p17.14", "order": 16, "type": "text", "bbox": { "l": 81.84, "t": 674.4, "r": 275.76, "b": 613.92 }, "text": "Water Quality Enhancement\n\nWater discharged from excavated areas on construction sites may be a significant contributor of sediment to surface waters during construction. Water must be removed and disposed of in order for construction to move forward. Typically, water is pumped or containment berms are breached and sediment loden waters are permitted to flow uncontrolled into surface waters such as streams or lakes. By employing practices described in this standard, the majority of sediment suspended in waters may easily be removed prior to leaving the site. Filters and materials described herein are readily available and are easy to install and maintain.\nDesign Criteria\nSediment Tank / Silt Control Bags are containers through which sediment laden water is pumped to trap and retain the sediment. A sediment tank or a silt control bag is to be used on sites were excavations are deep, and space is limited and where direct discharge of sediment laden water to stream and storm drainage systems is to be avoided." }, { "id": "p17.15", "order": 17, "type": "list", "bbox": { "l": 978.72, "t": 656.64, "r": 1144.8, "b": 600.48 }, "text": "", "attrs": { "item_count": 4 }, "children": [ { "id": "p17.15.1", "order": 18, "type": "list_item", "bbox": { "l": 979.2, "t": 656.64, "r": 1143.36, "b": 638.4 }, "text": "INSOFAR AS IT IS PRACTICAL, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE. THE CONTRACTOR SHALL PROTECT SHRUBS NOT PLANTED FROM DRYING. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE (3) DAY PERIOD AFTER DELIVERY.", "marker": "6." }, { "id": "p17.15.2", "order": 19, "type": "list_item", "bbox": { "l": 978.72, "t": 635.04, "r": 1144.8, "b": 618.48 }, "text": "QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI 260 (REV. 1980) \"AMERICAN STANDARD FOR NURSERY STOCK\" AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.", "marker": "7." }, { "id": "p17.15.3", "order": 20, "type": "list_item", "bbox": { "l": 978.72, "t": 617.04, "r": 1143.6, "b": 608.76 }, "text": "ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, LITTER, ETC., SHALL BE USED FOR PLANTING.", "marker": "8.", "attrs": { "bbox_estimated": true } }, { "id": "p17.15.4", "order": 21, "type": "list_item", "bbox": { "l": 978.72, "t": 608.76, "r": 1143.6, "b": 600.48 }, "text": "PLANTS SHALL NOT BE BOUND WITH WRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY.", "marker": "9.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p17.16", "order": 22, "type": "heading", "bbox": { "l": 82.32, "t": 611.52, "r": 141.6, "b": 606.48 }, "text": "Construction Specifications", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.17", "order": 23, "type": "list", "bbox": { "l": 82.08, "t": 606.96, "r": 274.8, "b": 592.08 }, "text": "", "attrs": { "item_count": 3 }, "children": [ { "id": "p17.17.1", "order": 24, "type": "list_item", "bbox": { "l": 82.08, "t": 606.96, "r": 274.8, "b": 602 }, "text": "Location. Containers (tanks or bags) shall be located for ease of clean-out and dispose of the trapped sediment and to minimize interference with construction activities and pedestrian traffic. Bags shall not be placed directly into receiving waters.", "marker": "A.", "attrs": { "bbox_estimated": true } }, { "id": "p17.17.2", "order": 25, "type": "list_item", "bbox": { "l": 82.08, "t": 602, "r": 274.8, "b": 597.04 }, "text": "Tank size. The following formula should be used in determining the storage volume of the tank: 1 cubic foot of storage for each gallon per minute of pump discharge capacity. Typical tank configuration is shown on Detail 14-3. Tanks may be connected in series to increase effectiveness.", "marker": "B.", "attrs": { "bbox_estimated": true } }, { "id": "p17.17.3", "order": 26, "type": "list_item", "bbox": { "l": 82.08, "t": 597.04, "r": 274.8, "b": 592.08 }, "text": "Tanks consist of two concentric circular pipes (CMP), attached to a watertight baseplate. The inner CMP is perforated with 1\" holes on 6\" centers and is wrapped with geotextile and hardware cloth. Pumped water is discharged into the inner CMP where it flows through the geotextile into the space between the two CMP=s. A discharge line is attached to the outer CMP and draws filtered water from the annulus between the two concentric CMP=s. The discharge line may be connected to another tank where it drains to the inner CMP of the second tank. This series connection may be continued indefinitely.", "marker": "C.", "attrs": { "bbox_estimated": true } } ] }, { "id": "p17.18", "order": 27, "type": "text", "bbox": { "l": 978, "t": 599.04, "r": 1143.12, "b": 432.96 }, "text": "DAMAGE THE BARK OR BREAK BRANCHES, PLANTS SHALL BE HANDLED\nFROM THE BOTTOM OF THE BALL ONLY.\n\n8. PLANTS SHALL NOT BE BOUND WITH WRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES, PLANTS SHALL BE HANDLED\n\nбомбардует, враст\n10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASONS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTING SEASONS ARE DEFINED AS MARCH 15 THROUGH MAY 15, SEPTEMBER 15, THROUGH NOVEMBER 15. PLANTING IS ACCEPTABLE DURING OTHER MONTHS IF WEATHER PERMITS, THE GROUND IS NOT FROZEN AND SUPPLEMENTAL WATERING IS PROVIDED IN THE SUMMER.\n11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO (2) FEET FROM EXISTING STRUCTURES AND SIDEWALKS.\n12. SET ALL PLANTS PLUM AND STRAIGHT. SET AT SUCH LEVELS THAT, AFTER SETTLEMENT, A NORMAL OR NATURAL RELATIONSHIP TO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL BE ESTABLISHED. LOCATED PLANTS IN THE CENTER OF THE PIT.\n13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN AND PRIOR TO PLANTING. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2\" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES MUST NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED.\n14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD AND HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS. CUTS OVER 3/4\" IN DIAMETER SHALL BE PLANTED WITH SUITABLE TREE PAINT.\n15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AND OVER IN CALIPER SHALL BE GUYED. UNLESS OTHERWISE NOTED. SMALLER TREES SHALL BE STAKED. GUYING WIRES AND STAKES SHALL BE INSTALLED AS INDICATED.\n16. ALL PLANTING BEDS SHALL RECEIVE 3\" OF SHREDDED HARDWOOD BARK MULCH TREATED WITH A PRE-EMERGENT HERBICIDE.\n17. TOPSOIL MIXTURE FOR BACKFILLING PLANTED AREAS SHALL CONSIST OF 2 PARTS BY VOLUME LOAMY TOPSOIL THOROUGHLY MIXED WITH ONE PART PEAT MOSS. APPLY 10-6-4 STARTER FERTIUZER AS PER MANUFACTURER'S RECOMMENDATION." }, { "id": "p17.19", "order": 28, "type": "text", "bbox": { "l": 88.32, "t": 568.08, "r": 275.76, "b": 533.04 }, "text": "C. Tonks consist of two concentric circular pipes (CMP), attached to a watertight baseplate. The inner CMP is perforated with 1\" holes on 6\" centers and is wrapped with geotextile and hardware cloth. Pumped water is discharged into the inner CMP where it flows through the geotextile into the space between the two CMP=s. A discharge line is attached to the outer CMP and draws filtered water from the annulus between the two concentric CMP=s. The discharge line may be connected to another tank where it drains to the inner CMP of the second tank. This series connection may be continued indefinitely." }, { "id": "p17.20", "order": 29, "type": "text", "bbox": { "l": 82.56, "t": 529.68, "r": 263.04, "b": 514.8 }, "text": "D. Sediment Control Bags must be located away from receiving waters and disposed of according to manufacturer's instructions. See Detail 14-4. Bags may be combined with temporary filters (item 4, following) for enhanced filtration." }, { "id": "p17.21", "order": 30, "type": "heading", "bbox": { "l": 94.8, "t": 386.4, "r": 205.2, "b": 374.64 }, "text": "Bags must be disposed of according to manufacturer's instructions. Bags may not be", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.22", "order": 31, "type": "heading", "bbox": { "l": 95.28, "t": 374.88, "r": 114.96, "b": 369.84 }, "text": "reuseó.", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.23", "order": 32, "type": "caption", "bbox": { "l": 326.16, "t": 372.72, "r": 421.44, "b": 362.16 }, "text": "HEADWALL NO. 21 DETAIL", "attrs": { "block_label": "figure_title" } }, { "id": "p17.24", "order": 33, "type": "caption", "bbox": { "l": 914.64, "t": 372, "r": 966, "b": 365.52 }, "text": "IN-LINE FUSE AND HOLDER", "attrs": { "block_label": "figure_title" } }, { "id": "p17.25", "order": 34, "type": "caption", "bbox": { "l": 682.08, "t": 371.76, "r": 740.64, "b": 352.32 }, "text": "Wall Packs\n8 Perimeter Cutoff", "attrs": { "block_label": "figure_title" } }, { "id": "p17.26", "order": 35, "type": "heading", "bbox": { "l": 94.08, "t": 369.12, "r": 246.24, "b": 361.92 }, "text": "SEDIMENT CONTROL BAG FOR DEWATERING", "attrs": { "block_label": "paragraph_title" }, "level": 3 }, { "id": "p17.27", "order": 36, "type": "text", "bbox": { "l": 90.48, "t": 360.72, "r": 237.12, "b": 322.56 }, "text": "A Flocculent such as \"PAM\" (Polycyclonicide) may be added to the basin in accordance with manufacturer's instructions to remove fine suspended colloidal material prior to demirning. All demirning discharges must be to a stabilized location. A source of free cationic ions (such as Co 2+) may be required at a rate of 50-60 g/cm Co2+ /kg PAM to encourage bonding between colloids and PAM. Material such as lime, CoCl, gypsum or flyash may be used to provide the cation component. The flocculent shall not cause adverse environmental conditions to develop in the area receiving the basin discharge. Flocculent may be added through the use of legs or similar devices impregnated with PAM to dose inflow water prior to entrance to the sediment basin. Such devices shall be placed to allow complete passage of the design storm and shall not obstruct flow through storm sewer systems." }, { "id": "p17.28", "order": 37, "type": "caption", "bbox": { "l": 696.24, "t": 349.44, "r": 725.52, "b": 343.44 }, "text": "Series BCF", "attrs": { "block_label": "figure_title" } }, { "id": "p17.29", "order": 38, "type": "text", "bbox": { "l": 67.2, "t": 219.12, "r": 82.8, "b": 35.52 }, "text": "COPYRIGHT 2006, CHALLONER & ASSOC. L.L.C.-ALL RIGHTS RESERVED THE COPYRIGHT OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED", "attrs": { "block_label": "vertical_text" } }, { "id": "p17.30", "order": 39, "type": "table", "bbox": { "l": 435.6, "t": 162.24, "r": 621.6, "b": 121.2 }, "text": "", "attrs": { "block_label": "table", "n_rows": 8, "n_cols": 9 }, "children": [ { "id": "p17.30.1", "order": 40, "type": "table_cell", "bbox": { "l": 435.6, "t": 162.24, "r": 456.2667, "b": 157.11 }, "text": "Product\\nToyota", "attrs": { "row": 0, "col": 0, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.2", "order": 41, "type": "table_cell", "bbox": { "l": 456.2667, "t": 162.24, "r": 476.9333, "b": 157.11 }, "text": "Hoverleg\\nIndigo", "attrs": { "row": 0, "col": 1, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.3", "order": 42, "type": "table_cell", "bbox": { "l": 476.9333, "t": 162.24, "r": 497.6, "b": 157.11 }, "text": "Lamp\\nPosition", "attrs": { "row": 0, "col": 2, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.4", "order": 43, "type": "table_cell", "bbox": { "l": 497.6, "t": 162.24, "r": 518.2667, "b": 157.11 }, "text": "Seam\\nDistribelte", "attrs": { "row": 0, "col": 3, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.5", "order": 44, "type": "table_cell", "bbox": { "l": 518.2667, "t": 162.24, "r": 538.9333, "b": 157.11 }, "text": "Monitoring\\nOptions", "attrs": { "row": 0, "col": 4, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.6", "order": 45, "type": "table_cell", "bbox": { "l": 538.9333, "t": 162.24, "r": 559.6, "b": 157.11 }, "text": "Lamp\\nSolution", "attrs": { "row": 0, "col": 5, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.7", "order": 46, "type": "table_cell", "bbox": { "l": 559.6, "t": 162.24, "r": 580.2667, "b": 157.11 }, "text": "Ballast\\nVolkswagen", "attrs": { "row": 0, "col": 6, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.8", "order": 47, "type": "table_cell", "bbox": { "l": 580.2667, "t": 162.24, "r": 600.9333, "b": 157.11 }, "text": "Koblen\\nOptimus", "attrs": { "row": 0, "col": 7, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.9", "order": 48, "type": "table_cell", "bbox": { "l": 600.9333, "t": 162.24, "r": 621.6, "b": 157.11 }, "text": "Stimulus\\nIndustry standard", "attrs": { "row": 0, "col": 8, "rowspan": 1, "colspan": 1, "column_header": true, "header_source": "heuristic" } }, { "id": "p17.30.10", "order": 49, "type": "table_cell", "bbox": { "l": 435.6, "t": 157.11, "r": 456.2667, "b": 151.98 }, "text": "BAA", "attrs": { "row": 1, "col": 0, "rowspan": 1, "colspan": 1 } }, { "id": "p17.30.11", "order": 50, "type": "table_cell", "bbox": { "l": 456.2667, "t": 157.11, "r": 476.9333, "b": 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219. 220. 221. 222. 223. 224. 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235. 236. 237. 238. 239. 240. 241. 242. 243. 244. 245. 246. 247. 248. 249. 250. 251. 252. 253. 254. 255. 256. 257. 258. 259. 260. 261. 262. 263. 264. 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307. 308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373. 374. 375. 376. 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 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