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HomeMy WebLinkAboutTED4002165.15SECTION 18, TWP 23 N, RGE 5 E, W.M. w a a w w a 0 z 0 150 200 450 G I#] 250 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 35 55 75 95 114 134 154 174 178 177 177 70 90 110 130 150 169 187 186 184 183 182 106 125 145 165 185 195 193 191 189 187 186 141 161 180 200 202 199 197 195 193 191 190 176 196 214 209 205 202 200 198 196 194 193 211 220 215 211 208 205 202 200 198 197 195 227 221 217 213 210 207 205 202 201 1991 197 227 222 218 214 211 209 206 204 202 201 199 227 222 219 215 213 1 2101 208 206 1 204 1 202. 1 201 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 55 75 95 114 134 154 174 192 190 188 186 110 130 150 169 189 209 210 207 203 201 198 165 185 205 224 233 227 222 217 214 210 208 220 240 257 248 241 235 230 225 222 218 215 275 271 261 253 247 241 236 232 228 225 222 283 273 264 257 251 246 241 237 233 230 227 283 274 267 260 254 249 245 241 237 234 231 283 2751 2691 2631 257 252 248,244 24112381 235 283 2761 27012641 259 255 2511 247 2441 2411 238 TIME SECONDS SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS —SHEET 1 OF 2 ADOPTED CITY OF RENTON Standard plans LST DATE: 12/15/91 C DATE REVISION I BY IAPPR'b DWG. NAME: BR07 SP PAGE: B083 ADJUSTABLE HOOK NOTES: FLANGED END SP I GOT EN D 1. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD OR EQUAL OR B. SHEAR GATE, ALUMINUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH,GA.) STANDARD OR EQUAL. 2. GATE SHALL BE 8" DIA. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. DATE _ REVISION BY APPR' FROP—T SHEAR GATE DETAIL ADOPTED CITY OF RENTON Standard plans (e I3f DATE:4/89 DWG. NAME: BR05 SP PAGE: B033 100 150 200 250 400 450 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 79 99 119 139 158 178 198 208 204 201 198 158 178 198 218 238 246 238 232 227 222 219 238 257 277 283,272 263,255 248 243 238,234 317 321 306 294 283 275 267 261 255 250 246 340 325 312 301 291 283 276 270 264 259 255 340 327 316 306 298 290 283 277 272 267 263 340 329 319 310 302 295 289 283 278 274 269 340 330 3211 3131 306 300 294 288 283 279,275 3401 331 3231 3161 309 303 1 298 1 292 i 288 283 279 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 20 40 59 79 99 119 139 158 170 170 124 144 163 183 203 223 243 237 231 225 221 247 267 287 307 312 298 286 276 268 261 255 371 391 1 371 352 1 336 323 312 302 293 286 279 425 4021 383 366 352 340 329 320 312 304 298 425 406 390 376 363 352 342 333 326 318 312 425 409 395 383 371 361 352 344 336 329 323 425 411 399 388 378 368 360 352 345 338 332 425 413 402 392,383 374 366 359 352 346 340 414 404 395 387 379 371 3651 358 352 347 .4251 TIME SECONDS PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS — SHEET 2 OF 2 ADOPTED C1TY OF RENTON �Gi Standard pleas LST DATE:12/15/91 DATE REVISION BY APPR' DWG. NAME: BR07A SP PAGE: B084 GALVANIZED STEEL BAFFLE 54'50 STAINLESS STEEL ANCHOR BOLTS IN 2" WIDE FLANGE, USE NEOPRENE GASKET TO INSURE WATERTIGHT SEAL 6" MIN. 1' MIN. 12"1 V 3011 IE 30"=13.96 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT DRAIN N 6� MIN. — 30" FRAME, GRATE & ROUND SOLID COVER -MARKED "DRAIN" WITH LOCKING BOLTS TOP 20.0 2' MIN 2' MIN, STANDARD GALVANIZED HANHOLDS, STEPS OR LADDER 30" 30"=13.96 72" DIA. OIL POLLUTION CONTROL DEVICE FOR SDMH2 Leonard, Boudinot do Skodje Inc. pf�NOTES: P.O. Sox 12A aa�.+LAND wR�, 28. Mount Vomon. WA GS273 1. USE 72" DIA. CATCH BASIN TYPE II. 2. METAL PARTS: CORROSION RESISTANT, GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. Leonard, Boudinot & Skodie Inc. -' PROFESSIONAL ENGINEERS & LAND SURVEYORS 603 South First Street; P.O. Box 1228 Mount Vernon, WA 98273 Tel: 206--336-5751 Fax: 206-336-3981 2 PER CITY/ARCHITECT COMMENTS DEL HAF 8/12/94 1 REVISIONS PER CITY COMMENTS DEL HAF 7 14 94 NO. REVISION BY APPR. DATE FFR EF WAS,y `q2 G, o '>>,,,��� Io•4.11 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ERED MEYER RENTON CENTER DETAILS DESIGNED: DATE: 8/8/94 FILE NAME: 94058 DRAWN: SBK CHECKED: HAF SCALE: AS NOTED FlELD BOOK: PAGE: APPROVED: OSHEET:C -- 29OF: 36P DRCCTOR Of PUBLIC WORKS