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Home My WebLink AboutS-322004• O N �a 9 9 a 1 p J _0 >, FOUNDATION LEVEL B C:N t A a Y C: 0 (CLASS B. Co, D. DESIGN) V) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE Zzz CL. 1-0 • " BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * V) i 0 B 1/4 O.D. 1/2 O.D. NOTES: ZERO O.D. C 3/4 O.D. 1/2 O.D. BACKFILL W SEE ( NOTE 4 ) LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 134 154 PROPERTY LINE 178 177 MATERIAL 70 90 110 130 150 169 187 186 184 183 SEE NOTE 5 106 125 145 2. HAND TAMP UNDER HAUNCHES. 195 193 191 189 187 186 141 161 6 200 202 199 1971 195 193 191 CONCRETE CLASS C 176 196 214 3. COMPACT BEDDING MATERIAL TO 957 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 202 200 6 —O " 198 194 (SEE NOTE 8) 211 220 215 211 HAND TAMP ONLY, 1 205 0 FUTURE 198 197 195 227 221 217 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 6" BUILDING SEWER PIPE 205 BUILDING SEWER 201 • -- FOUNDATION LEVEL 227 222 218 214 OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH W AND TRENCHING OPTIONS. I 206 204 0z C� .+.� 199 •. :: , '• ' � . B 215 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 , 210 w 206 c -0 202 201 • ' '' ' ' ' z 2 "x 4" STUD SERVICE MARKER PAINT UPPER 0 ?` (CLASS A DESIGN) 5. TRENCH BACKFILL SHALL CONFORM TO BACKFILLING SEWER TRENCHES' IN THE TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE X M -� SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE WORDING "SEWER" WITH 3'� HIGH BLACK LETTERS. BACKFILL MATERIAL. AND #6 WIRE WRAPPED AROUND THE STUD AND o �� 6 S I DE SEWER AND BUILDING SEWER u EXTENDED TO THE TOP OF THE STUD. —j W (SEE NOTE 4) LIMITS OF PIPE ZONE 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE Li Ir STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. a •C -� o BACKFILL MATERIAL 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS p (SEE NOTE 5) s ' STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. D U (D BEDDING MATERIAL 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS N FOR RIGID PIPE MAINTAINED. 60 ALLOWABLE MAX. PLAIN AND REINFORCED CONCRETE D1 PIPE AND C1 VITRIFIED CLAY, , °? 'o V) (SEE NOTE fi) FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED p J _0 >, FOUNDATION LEVEL B C:N t A a Y C: 0 (CLASS B. Co, D. DESIGN) V) BEDDING FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE Zzz CL. 1-0 • " OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE �P-�• �,, G�,E, GG� BLOCKING GON 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN o CONCRETE BLACKING ANGLE G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATION I.D. ELEVATION U (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER (SEW ER MAIN TO PROPERTY LINE) -� Y [--� W CL FOUNDATION LEVEL ��" -Y o� ADOP'T'ED NOTE: �� p� ADOPTED �+ A �� errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY ♦� `r OF BERM 01 r Uri �8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM •- ( CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AAT N T 0 4-4-97 Corrected note 4 pCV D7 F l�: 12/96 BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078 � c 0 a 24% 6" FRAME AND LIP ga PER DRAWING BR29. �3 1-- Q ° LENGTH FT W 0 a. 50 100 150 V 200 0 1 0 250 91 300 ' lb Z 350 °o 400 450 Jim]] 11111 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. * * ZERO 0 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. PE O.D. — OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE �P-�• �,, G�,E, GG� BLOCKING GON 2% MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL SEWER MAIN 6" MIN. SEWER MAIN o CONCRETE BLACKING ANGLE G%4 4 0 BEDDING MATERIAL * A 4 MIN. 27 I.D. AND UNDER OF TEE AT MAIN OVER 2.5 TYPICAL SIDE SEWER ELEVATION Q FOR FLEXIBLE PIPE 6 " MIN. OVER 27 STANDARD SIDE SEW R INSTALLATION I.D. ELEVATION U (SEE NOTE 7) PIPE BEDDING FOR SANITARY SEATER (SEW ER MAIN TO PROPERTY LINE) -� Y [--� W CL FOUNDATION LEVEL ��" -Y o� ADOP'T'ED NOTE: �� p� ADOPTED �+ A �� errlr °F ETON UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY ♦� `r OF BERM 01 r Uri �8 LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. FrANDMW PIAM •- ( CLASS F DESIGN) F N T 1T DATE: 4/97 ITT AAT N T 0 4-4-97 Corrected note 4 pCV D7 F l�: 12/96 BEDDING FOR FLEXIBLE PIPE 2 -21 -9t RevbW notes, 4A7,& & Added note 6 KJ - - -- 10/17/06 Edited note. DCV AG DATE REVISION BY PPR DWG. NAME: BW 18C SP PAGE: B077 DATE REVISION BY PR DWG. NAME: BR39 SP PAGE: 8078 � c 0 a 24% 6" FRAME AND LIP ga PER DRAWING BR29. �3 1-- Q ° LENGTH FT W 0 a. 50 100 150 V 200 0 1 0 250 91 300 ' lb Z 350 °o 400 450 Jim]] 11111 PIPE 0 50 100 150 2001 250 300 m 400 450 500 0 ' o 59 0 99 119 6 IN. DIAMETER PIPE 0 50 100 150 2001 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 1801 200 202 199 1971 195 193 191 190 176 196 214 209 205 202 200 198 198 194 193 211 220 215 211 208 1 205 202 200 198 197 195 227 221 217 213 210 207 205 202 201 199 197 227 222 218 214 211 209 206 204 202 201 199 227 222 219 215 213 210 208 206 1204 202 201 TIME SECONDS 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 1341 154 174 1921 190 188 186 110 130 150 169 1891 209 210 207 203 201 198 165 185 205 224 233 227 222 217 214 210 208 220 240 257 248 241 235 230 225 222 218 215 275 271 261 253 247 241 236 232 228 225 222 283 273 284 257 251 246 241 237 233 230 227 283 274 267 260 254 249 245 241 237 234 231 283 275 269 263 257 252 248 244 241 238 235 283 276 270 264 2591 2551 251 247 244 2411 238 TIME SECONDS 6 IN. DIAMETER PIPE 0 w LENGTH FT 0 W 50 100 150 c 200 0 z 250 300 N 350 400 450 99 119 6 IN. DIAMETER PIPE 0 W a LENGTH(FT) 0 a. W 50 100 150 c 200 250 300 _z 350 40 400 450 99 119 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 1981 218 238 246 238 232 227 222 219 238 257 277 283 272 263 255 2481 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 2891 283 278 274 269 340 330 321 313 306 300 294 288 283 279 275 3401 3311 323 316 1 309 303 298 292 288 283 279 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 1441 163 183 203 223 243 237 231 225 221 247 267 287 307 312 298 286 276 268 261 255 371 391 371 352 336 323 312 302 293 286 279 425 402 383 366 352 340 329 320 312 304 298 425 406 390 376 363 352 342 333 326 318 312 425 409 395 383 371 361 352 344 336 329 323 425 411 399 388 378 368 360 352 345 338 332 4251 4131 4021 392 383 374 366 359 352 346 340 4251 4141 4041 3951 387 379 3711 365 1 358 352 1 347 TIME SECONDS co 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY ,,. 4" IN TO STEPS OR EQUAL. 12" M MAX. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. Id A ao 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST 24" Q CONCRETE. � 5. OPENING SHOULD BE ON DOWNSTREAM SIDE, in 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR -d A 00 . 12" O SURFACES, INCLUDING CHANNELING, COATED (SEALED) cv WITH A HIGH SOLIDS URETHANE COATING; w WASSER MC— CONSEAL OR APPROVED EQUAL; M Z COLOR OF COATING SHALL BE WHITE. Q 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE Q iv WITH ASTM C-443. " " > '� 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE 4 54 DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK A 44 a t b ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL. v A d° a a a . 4 d s i . , • . s 4 . • 0 , i A V" PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. AIR TEST TABLE (LOW PRESSURE) ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR FOR SEWER MAINS SANITARY A MANHOLE TYPE H AS REQUIRED. TIME THE DROP FROM 3.5 P.S.I.G. ADOPTED Al SEWER NAI�IOIFS IN N01� P�MIED Y TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE V AD �ro� � Swi L HAVE 1 FOOT W o ADOPTED CONCRETE SQt�W COLLAR cam or o TIME IN SECONDS FROM THE TABLES. � � •� �• ........................... . FLAW PLAW Tar DAIS: 12/96 Tar �►� � 2 /�e 10/17 EaTEO No1FS ocv AG 12 REFORMAT TO 11"07' DO DWG. NAME: BR07 SP PAGE: B083 3 �� NQ= =V DWG. NAME: BR37 P PA • DATE I REVISION PR I S GE. 8072 • Checked for Compliance to City Standards • Kennydale Cafe Sewer Extension 01 -25 -05 1322 Lake Washington Blvd Sanitary Sewer Notes and Details SS-4 A49 o •