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Home My WebLink AboutWWP2703485.3/1 Cb c^o L.L 1� W Z 0 Z U W z o W W 3 W z O J 41 < z J U- Li• w 2 V W 0 a L ff U U. Wbo C W W �S •ter > In A W V�2 W� C Q G DATE: 09-17-08 PROJECT NO.: 08-02 DRAWN BY: PEF CHECKED BY: PEF DWG: SS3-0"2-158TH Z Z � 0 Z Z g J � a oc _ � Q uj T >. LO cr Q Q U N 0) ~ � Z O~0 Z Y Z WI- cl) ® 't Z U ~ Z c O Q U. r W a 0 Z LL. 0 U SHEET TITLE SANITARY SEWER DETAILS SSm3 SHEET NUMBER CHECKED FOR COMPLIANCE TO CITY STANDARDS -Date." c, Date Date CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BACKFILL MATERIAL (SEE NOTE 5) — CONCRETE CLASS C (SEE NOTE 8) — FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) — BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) — FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL NOTES: 1, PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES W (SEE NOTE 4) (CLASS A+DESIGN) W (SEE NOTE 4) LIMITS OF PIPE ZONE T. B LIMITS OF PIPE ZONE (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE 1'-0" (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER MAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 2-21-91 LANE LINE MARKING MIN. 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 6" MIN. 1/4 I.D. 12" MAX. 6" MIN. 6" MIN. ZERO 6" MIN. B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. c 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. — PM BIDDING FOR SANITARY BERM ADOPTED car Q sear s>dtorm rlM >ur nm 01/05 DM. NAME W77 SP PAIGF- BO77 -- 7,-8„ STANDARD VEHICLE WHEEL PATH 4.5' 3' MIN. MIN. L1 1' ACP CLASS* MIN. MIN, 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, - EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE 2.5'__�\ MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TTPWAL 1R PATM AND OVIFUY DETERMINING PAVEMENT THICKNESS. RM FLEXI= PAYRUM ADOPT am v sear � 1R� DC DWG. NAME H032 SP PAGE HO32 1 IAW PYWT RESTORATION & C.O. DETAIL NO. REVISION PROPERTY LINE z 6'-O" 0 FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER w z 2"x 4" STUD SERVICE MARKER PAINT TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH w BLACK LETTERS. AND #6 WIRE WRAPPED a. 0 AROUND THE STUD AND EXTENDED TO THE Of TOP OF THE STUD. a 6" SIDE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAIN AND REINFORCED CONCRETE. DI PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: 3: 5 MIX DS \� O�G CONCRETE �N BLOCKING �PM\N 25 /� R 0bv P � F. GON 2q MIN SLOPE ' \- 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SERM UWALLATION (BERM Mm TO PROPEMTY I=) ADOPTID wraa .. � miIIe ze area o4/b� M. NAME: 8078 SP PAGE 8078 MIN MIN MIN MIN MINI 2" CLAS *2"TO6"C OR C 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWAE - OR AS REQUIRED BY ENGINEER OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE UFT POCKET LENGTH FT ° a a 50 ar 100 Kj 150 2 200 a 250 0 300 350 -0—400 450 LENGTH FT a ° a 50 m 100 1:_u 150 200 0 250 z 300 350 400 450 LENGTH FT a 0 a 50 100 ui 150 < 200 0 250 Z 300 N 350 400 450 LENGTH FT a 0 a 50 100 x 150 Li a 200 0 250 i 300 350 400 450 PROCEDURE 6 IN. DIAMETER PIPE 0 50 1 100 150 200 1 250 300 1 3501 400 450 1 500 0 20 40 59 79 99 119 139 158 170 170 35 55 75 95 114 134 154 174 178 177 177 70 90 110 130 150 169 187 186 184 183 182 106 125 145 165 185 195 193 191 189 187 186 141 161 180 200 202 199 197 195 193 191 190 176 196 214 209 205 202 200 198 196 194 193 211 220 215 211 208 205 202 200 198 197 195 227 221 217 213 210 207 205 202 201 199 197 227 222 218 214 211 209 206 1 204 1 202 1 201 199 227 222 219 215 213 210 208 1 206 1 264 202 201 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 1501 200 1 250 300 350 400 450 500 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 1 2601 254 1 249 2451 241 1 237 234 231 283 275 1 269 1 2631 257 1 252 248 244 1 241 238 235 283 2761 270 1 2641 2591 255 7511 2471 244 241 238 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 1 100 150 200 250 300 350 1 400 450 500 0 20 1 40 59 79 99 119 1391 158 170 170 79 99 1 119 139 158 178 198 2081 204 201 198 158 178 1 198 218 238 246 238 232 227 222 219 238 2571 277 283 272 263 255 248 243 238 234 317 321 1 306 294 283 275 267 661 255 250 246 340 325 312 301 291 283 276 270 264 259 255 340 327 316 306 2981 290 283 277 272 1 267 1 263 340 329 319 310 302 295 289 283 2781 2741 269 340 330 1 321 313 306 300 294 288 283 1 279 1 275 340 3311 323 316 309 3031 2981 292 1 288 1 2831 279 TIME SECONDS 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 1 500 0 20 40 59 79 99 119 139 158 1701 170 124 14-4 163 183 203 223 243 237 231 225 1 221 247 267 287 307 312 298 286 276 268 261 255 371 391 371 352 336 323 312 302 293 286 279 425 402 383 366 352 340 329 320 312 304 298 425 406 390 376 1 363 352 3421 333 326 318 312 425 1 409 395 1 383 371 1 361 1 352 1 344 336 329 323 425 1 411 399 1 388 3781 368 1 360 1 352 345 338 332 425 413 402 392 383 374 366 359 352 346 340 425 414 404 395 387 379 371 365 358 352 347 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. Am TEBT TABIi (LOW PYMMM) FOR SEWER NAM ADOPTED Oar or sear . . � r�1s DWG. NAME 808.3 SP PAGE: W83 12 X" 14" CONCRETE CLASS 3000 TIGHT NO TYPICAL TBANBYEM PATH 1. 8 SCLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. a OR 8 INCS CLEANOUT * FOR MINIMUM STANDARDS, SEE DWG# HR-05, FOR Firma PAYEIQIIT 2. IN UNIMPROVED AREAS. POUR A V-0" THICK, 2'-0" SQUARE SP PAGE IMUMH032 CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. AWFM SURVEYED: PEF DESIGNED: PEF DRAWN: PEF CITY PEF 10-3-06 PEF CHECKED BY DATE A P P R APPROVED: PEF Oar or sear ;Fmj Imo' L�7! Ot/b6 DIrM6. NAME: H032-1 SP PAIGE: H032.1 SCALE: 1"-20' HORIZONTIAL NAD 1983/1991 • T v O F I f WIL RENTON ONE INCH DAT U M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY CQr Oi 111 a rEll�� AA1! Tar DM 03/$006 JOY DING. NAME. 8076-1 SP PAGE 8076.1 DATE: SEWER EXTENTION PLAN 09-17-08 JON AND KIRA HAMILTON FIELDBOOK: 13224 158TH AVENUE SE PAGE: RENTON, KING COUNTY, WASHINGTON DRAWINSNS - 3 LOT 8 BLOCK 2 WEGGINS FIRST ADDITION SHEET: 3 OF: 3 WNN A