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Home My WebLink AboutS-352003w (SEE NOTE <) LIMITS OF PIPE ZONE SACKFUL MATERIAL 4 01RE650K I cuss A (SSEE EE NOiE 5' - y � A 2 FAA 6" ME OE CLASS C w - I/< OD, (SEE (SEE \CITE E) 'MY D.O. I 5 5 ( 54" R ya 0.0. 1/o OO l Ve nB FO'dNCAi'APE LcVE' - - �L 60° AH MH � d r8 VIN (CLASS A DESIGN) T MIL 30'1.0. W (SEE NOTE c) - 'EMITS OF PIPE ZONE BAC<rILL MATERIAL -f (SEE NOT'_ >) ;I BEDDING MATERIAL -OR RIGA PIPE C (SEE. NOTE 6) FO..NCATON ..EVE_ - 1. (CLASS -L B. C, D. Y_SCN) BEDDING =0R RIGD PIPE BEDDING IN(SEE NOTE a)- ,IM ITS OF PIPE ZONE 0 FEEL MATERIAL FLY FLEXIBLE PPE (S_E NOTE 7) IOA UNDAtIQV LEVEL (C-ASS F DESIGN) BEDDING 'OR FILXIB.E PLC- NFUNIS . PROVOS UNIONS SLPIMT Ln9EZ BARREL L FRIG TN,P ..A HAGnuas. uF p( BESIDES Fn AII1 A 1 ssx A. DEKS. ENC PT AIDED 11 OVER ABC HIME nP 1 "Y A 5-s "ENLr NAHCw AM -AGAI A F E. T F SANITARY sEV£FS SECU 0 SIMERGAID SFEC Li TO GR IIII. VrI DW 0 BE L E SE BE III ANYLAY Wf V 0 H QFT FOR IEA A RESIGN E PNOI11 ..'I, 111TH GRALL BE / '8" IN T'1111 B I'll, SHELF LO ORO 3 NHLLNC IIII IIIIXES" ED I s Rv 'I'D'S S o. F "' STRIKES `REDF MEATIER $HALLL A95 BE HS SIN HE BPCXPLL NATERIAL. Of PIF[ B. 5 F '9 MCIAG ARSTAL FOR RIGD PN..' N CCBEORES I.I. OF ME STANDARD SPECe1CAx ONS :OF 1NE NARRAL SPEOfl0ALMNS. CIE .-.I LERB PE' ME AC 9 GRGATE S ON 5 NOq flJ 5 IME IGI iAL SPECF <PIGRIF 8 ARE S NAINNWIP.NODUCE, IN SBL A VAINER AS TO BROAN 0.0V1 12 A" 14" 1 2 Y." Q_S ST 12ON RING R- -_SSEO 'JFT POCKET PIPE BEDDING FOR SANITARY SEWER I BCC NG U.N. OE261 4 01RE650K I cuss A 2591 390 G y - I- A 2 FAA _ ME PNAU I w 8 I/< OD, i/2 CET 'MY D.O. 15 <" 5 5 ( 54" R ya 0.0. 1/o OO l Ve nB I, - PIPE BEDDING FOR SANITARY SEWER Y ADOPTED 4 F R011W. R. 2 2591 390 G y FEE DARE A,,, NUM, 1. 6 CLEADQUES L BE EASO JORDAN PON ICING NC A . 1698 OR C CLEAN C ECA BE ORDER HALT ASSEMB ✓. IF IS N :MOD c' AREAS ENDS A I' -0 TENN. 2-V SQUARE F ASPHAL CLASS REGARDS, TES Afl QUA] G D CDo ASPHALT AS.r RO 6WAVS REANDA D B 0 CLEA our ENDS AND CWEfl A5 BIDDERS 3Y 5 ADARD DE A CR WIC BR56, CLASS TIGHT B OR 6 1YCH CLEANOUT p ADOPTED AIR RPux9 N 6w 4 • D RD y LSr DATfI W /3005 DWG. NAME: 8076 -1 SP PAGE B076,'. LANE LINE MARKING ___ 7' -8.. STANDARD VEHICLE WHEEL PATH 4, 5' MJN. 1 - ACP CLASS' MIN. MIN. 8 CRUSHED 2" CLASS 'B SURFAC NG TOP CURSE 2" SAWCUT AND REMOV IDGE OF AVL MINT, OR GRIN SEAL WL -H EDGE OF CURB BE GUTTER, AR400OW OR CENTER OF LANE LURE �- 2.5' MIN. CRLSHED ROCK, iLOWAEI FILL C3 AS RECURRED BY ENGINEER MINIMUM ACP C ASS OF 'B' SHALL BE PRINCIPAL /M6\IOR /COLLECTOR ARTERIAL 5-HL-VS K INOOSTRIAL ACCESS STREETS 6 MCA CLASS C O " RESIDENTIAL ACCESS STREETS - 2" ACT C_ASS 'E' ar '3'. NOT-- UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN AFTERCARE) METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DLI_REENING PAVLVCNI 1HCKNSS FOR FLEXIBLE PAVEMENT' U• ADOPTED FOG SADAHO OFRED OAFF: AAl/. FIVES S Dv7D0s Dc D]/z0091 VOP.c,[D .Dr WV c: DATE t 1 REVISON'�1 DRUG. rvAME: n03z sP PAGE. HO32 26L _ NSIEE orrrvv 39 - ,.IF,. A COFFER s B '0' 'G .10 ST JOROA> IRON WORKS. 1 D GEN. 31 ULTOCI<O 0E SAE 2 RAVE AND ..OVER SPILL H_ A ME TORT AUD I/SLY. 1.' SE -RAVE Rm INNER FDR 5T01M DRIVEN DRAL\" Go COVER), SAN TM AY ERIC Y 'SENIOR "D OR ERROR (SYRUPY "WA22 ). SPEC F' A � I LETTERING - 113 O \ I o °1° N'w9F/6/6 /.ki°/ Y� ✓/rAai� MANHOLE FRAME AND COVER CA, Y O ADOPTED CITY OF REN70N tR STANDARD PUNS NTO 1sT nATR: 04 /91 DWG. NAME: B074 SP PAGE: B074 MORTAR MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4° MIN.) CONE RJBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-413 STEPS - 3/4" DEFORMED PAR STEPS S -,ALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E LADDER -STD. ALUMINUM OR GA1-VANIZED STEEL CONCRETE SHELF Pft GAG- BASE S`CTION OR CAST LN SHEL :=, SANFARY MANHOLE TNEDICAL DETAIL NOT TO SCALE A,DTEG. STEPS DB 3/1 A D OR RAN R Euz STEPS 111 10 OE L A t A D E ANN ns A o VALID TO BE PEI DRNr NG BR29, NAKHOLE SUIDN5 TO IF 0I SIDELONG. ?RECAS CCNEWLE. 6. Aat RUN IIIAL BE II ED. ..:'TRY SEVER ONFOLES SHALL HAVE ALL R2MKOR SURFACES I[OWOINS CHANNE' -N SOA1E0 (SEALED) W1• A r10N SCIDS ORE THANE ODATAD WARDER MC- A.9OSHLl3 OR L nwRONEO LEGAL; COLOR D- OD « xE OFF- RUBBER CAS'6ETiD TUTS SHALL BE N B CH NE PUSH S .1 A C. AN ME SCE DIAMETER OF TX LAKES PPE. $AN PPARY MANHOLE 9. APPROVE. EGIONS 10 VEHICLE 6nA.L BE MADE USING RED ADA0. -0R. KOi N SEAL 30DTS 01 IUCP. TYPICAL DETAIL 1 NELE5 FINAL TO AND GREATER N D FEET DEEP SHALE, I.C. PNJ HAVE A'sWEFACM CLIPPING AND FALL PROTEGlloN SISTER IN$ A`OVO aO ALEFOR LED FETY UP FOUNDER. A AL EvE s PuA LSt DAtE104 /OM1 ED [1 0 BID ED 400 ED WAY BIG 9 LU DANIELS PIPE 0'. 5 aE I ED 1 150 R R. 2 2591 390 G GO a a.I I E 48" M4 20 a 6 VIN 5 "MIN 991 119 1 ' D OPEN, 2" D 15 <" 5 5 ( 54" ( B" VIN, 5.5" MPH. 2/" MIN. 24" 60° AH MH I'll r8 VIN 1 6" MIN 1 42" MIL 30'1.0. A,DTEG. STEPS DB 3/1 A D OR RAN R Euz STEPS 111 10 OE L A t A D E ANN ns A o VALID TO BE PEI DRNr NG BR29, NAKHOLE SUIDN5 TO IF 0I SIDELONG. ?RECAS CCNEWLE. 6. Aat RUN IIIAL BE II ED. ..:'TRY SEVER ONFOLES SHALL HAVE ALL R2MKOR SURFACES I[OWOINS CHANNE' -N SOA1E0 (SEALED) W1• A r10N SCIDS ORE THANE ODATAD WARDER MC- A.9OSHLl3 OR L nwRONEO LEGAL; COLOR D- OD « xE OFF- RUBBER CAS'6ETiD TUTS SHALL BE N B CH NE PUSH S .1 A C. AN ME SCE DIAMETER OF TX LAKES PPE. $AN PPARY MANHOLE 9. APPROVE. EGIONS 10 VEHICLE 6nA.L BE MADE USING RED ADA0. -0R. KOi N SEAL 30DTS 01 IUCP. TYPICAL DETAIL 1 NELE5 FINAL TO AND GREATER N D FEET DEEP SHALE, I.C. PNJ HAVE A'sWEFACM CLIPPING AND FALL PROTEGlloN SISTER IN$ A`OVO aO ALEFOR LED FETY UP FOUNDER. A AL EvE s PuA LSt DAtE104 /OM1 ED [1 0 BID ED 400 ED WAY BIG 9 LU DANIELS PIPE 0'. 5 50 I I ED 1 150 R R. 2 2591 390 G GO a a.I I I. D DEC 01 2 20 a a9 5 59 7 79 9 991 119 1 1301 1 158 1 1]0 t t70'.. 5 5 5S J JA 9 95 1 164 1 . DIE ",I • 1 '00 IS. 2 0 1 150 Wp 3 0, 00 ITS DOE 0 ". 20.40 9_>P 99119 _139 58 1]0 v0 55 '25 95 VM1 134 -13f -JC '92 190 BE FB6. 110 130 I50 169 "6: 2p9 21p 20%. 203 201 198. 165 185 z9s zza z33 zz7 zzz 2'%I 214 af0 2C8 22D', Wo 2s> zc6 zq' 23s e30 zzI 222 v8 21s' z76 rn zBI z53 zn7 z4 nfi u2 226 zz's 222'. LED 1 213 26L 25/ 25 J 6 R41 23J 2}3 L30 22% 20 271 267 260 2 2 9_24 29 29 234 231 283 DS 269 2fi3 257 2 2 246 2M1 2e1 23B 235 2B3 III 4%0 J6 2S9 JSSI 25 J ] 2c1 230 (SECO,Ds) fi :V. DAUNTED PIPE LIG"(111 D 53 100 150 US LEG AM 150 I RUN I'D 500 0 0 26 40 59 75 99 119 130 156 17C1 VO 50 J9 99 IF- 139 '.S6 'JD 191 z00 2Ce 20`. 198 LOU 1681 PB BE 218 LIFE 241 26H 232 22'/ 2221 219 190 _ 2 H 1 291 211 2H3 273 063 NE 2 B 2 3 23H 134 200 3V 321 306 29M1 2W 275 267 AV 255 25, 246 3 250 3 0 B25 3'2 '.I AGE 2 3 276 S7L OR' 259 1 255 _ 300 340 47 316 306 298 290 2H3 277 272 267 263 _ 350 340 329 1 319 310 302 295 1 289 WN 276 274 269 ' FOR SID 330'. III SIR 306 III 1. 291 289 213 ONE PS 450 34F 2311 323 CA 309 303 098 290 98B 983 279 11ME LSEC0,UPO _ __ 6 IN. DIAMETER P'[ SD IS. _ _ _EVCTH F' T L 150 200 250 30. 36. <CO 450 RD 0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O 50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT 'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255 12LL 3]1 DES 336 J23 312 302 293 SIR 2J9 200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298 ESD R5 ING 390 376 363 1 352 3421 333 326 318 312 300 425 521 3 329 323 159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P - e00 425 BEET evD 1 425 HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q PROCEDURE I 'rv' (S=TANDS) SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG. At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G. READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS ._.... .. - DOE 1 TY AF ... B srex. CRUDE wr Derz'. /04 re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083 PROPERTY LIKE SQyR PNO B IAN nG -sF 6" BU -DING SEWER PIPE yl LEE WAY 6" 510E NNBI a AT GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM. PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE MAINS ARE TD BE CUM DEFEND, N]RF I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE SECT ONE,' IN. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON UP-, IF 315 FIX -- a �'{N E' 3o0CK RE BPIF 15 T1_ PNOTEOTOCW A \ \t> MN NGRF'SC _ GO 2% VAN SLOPE YCRIZONTA "_ 1. O SIDE OU-LET TEE SEWER MAIN 6" MIN. SEVER MAIN S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI OF TEE AT MAIN OVER 95 ELEVATION NO =E: UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER. FRAME Na' WATER a Ua� CROSS SECTION NOT TO SCALE STANDARD SIDE SERVER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SUARRIn xs E ON DAre: a /D. DIRG. NAME: 3076 SP PAOE.B09E -TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS ra��osw�+acv aoR n►�IaevA� 6Y• waLE 117 �v: pgTB Bv: vATe BK7 VATS NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE fi :V. DAUNTED PIPE LIG"(111 D 53 100 150 US LEG AM 150 I RUN I'D 500 0 0 26 40 59 75 99 119 130 156 17C1 VO 50 J9 99 IF- 139 '.S6 'JD 191 z00 2Ce 20`. 198 LOU 1681 PB BE 218 LIFE 241 26H 232 22'/ 2221 219 190 _ 2 H 1 291 211 2H3 273 063 NE 2 B 2 3 23H 134 200 3V 321 306 29M1 2W 275 267 AV 255 25, 246 3 250 3 0 B25 3'2 '.I AGE 2 3 276 S7L OR' 259 1 255 _ 300 340 47 316 306 298 290 2H3 277 272 267 263 _ 350 340 329 1 319 310 302 295 1 289 WN 276 274 269 ' FOR SID 330'. III SIR 306 III 1. 291 289 213 ONE PS 450 34F 2311 323 CA 309 303 098 290 98B 983 279 11ME LSEC0,UPO _ __ 6 IN. DIAMETER P'[ SD IS. _ _ _EVCTH F' T L 150 200 250 30. 36. <CO 450 RD 0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O 50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT 'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255 12LL 3]1 DES 336 J23 312 302 293 SIR 2J9 200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298 ESD R5 ING 390 376 363 1 352 3421 333 326 318 312 300 425 521 3 329 323 159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P - e00 425 BEET evD 1 425 HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q PROCEDURE I 'rv' (S=TANDS) SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG. At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G. READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS ._.... .. - DOE 1 TY AF ... B srex. CRUDE wr Derz'. /04 re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083 PROPERTY LIKE SQyR PNO B IAN nG -sF 6" BU -DING SEWER PIPE yl LEE WAY 6" 510E NNBI a AT GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM. PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE MAINS ARE TD BE CUM DEFEND, N]RF I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE SECT ONE,' IN. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON UP-, IF 315 FIX -- a �'{N E' 3o0CK RE BPIF 15 T1_ PNOTEOTOCW A \ \t> MN NGRF'SC _ GO 2% VAN SLOPE YCRIZONTA "_ 1. O SIDE OU-LET TEE SEWER MAIN 6" MIN. SEVER MAIN S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI OF TEE AT MAIN OVER 95 ELEVATION NO =E: UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER. FRAME Na' WATER a Ua� CROSS SECTION NOT TO SCALE STANDARD SIDE SERVER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SUARRIn xs E ON DAre: a /D. DIRG. NAME: 3076 SP PAOE.B09E -TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS ra��osw�+acv aoR n►�IaevA� 6Y• waLE 117 �v: pgTB Bv: vATe BK7 VATS NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE _ __ 6 IN. DIAMETER P'[ SD IS. _ _ _EVCTH F' T L 150 200 250 30. 36. <CO 450 RD 0 0 20 90 S9 ]9 99 tl9 : 139 'S8 VO 1]O 50 124 144 1. 163 183 203 2T_ 29} : 2}] 231 - SIT 'OD 24] 267 1 287 307 312 298 280'. 276 258 261 255 12LL 3]1 DES 336 J23 312 302 293 SIR 2J9 200 425 e02 3H] Sfi6 352 341 1 3291 320 312 ]Oa 298 ESD R5 ING 390 376 363 1 352 3421 333 326 318 312 300 425 521 3 329 323 159 425 901 399 306 J]0 `e6 360 3R 345 3 }8 33P - e00 425 BEET evD 1 425 HIS 404 OF 361 J]9 P6 36D 358 352 '. 3q PROCEDURE I 'rv' (S=TANDS) SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG. At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G. READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS ._.... .. - DOE 1 TY AF ... B srex. CRUDE wr Derz'. /04 re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083 PROPERTY LIKE SQyR PNO B IAN nG -sF 6" BU -DING SEWER PIPE yl LEE WAY 6" 510E NNBI a AT GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM. PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE MAINS ARE TD BE CUM DEFEND, N]RF I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE SECT ONE,' IN. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON UP-, IF 315 FIX -- a �'{N E' 3o0CK RE BPIF 15 T1_ PNOTEOTOCW A \ \t> MN NGRF'SC _ GO 2% VAN SLOPE YCRIZONTA "_ 1. O SIDE OU-LET TEE SEWER MAIN 6" MIN. SEVER MAIN S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI OF TEE AT MAIN OVER 95 ELEVATION NO =E: UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER. FRAME Na' WATER a Ua� CROSS SECTION NOT TO SCALE STANDARD SIDE SERVER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SUARRIn xs E ON DAre: a /D. DIRG. NAME: 3076 SP PAOE.B09E -TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS ra��osw�+acv aoR n►�IaevA� 6Y• waLE 117 �v: pgTB Bv: vATe BK7 VATS NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE PROCEDURE I 'rv' (S=TANDS) SLOWLY PRESSURCE -PIE PIPE TD 4.0 P.S,LG. At _CW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. TIME &IF DROP FROM 35 P.S LED, TO 25 P S I.G. READ THE MAXIMUM A LOWABLE THE IC SECURDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS ._.... .. - DOE 1 TY AF ... B srex. CRUDE wr Derz'. /04 re -r .,.o nn. ov BooaSd DWG. NAME 6083 SP PAGE 3083 PROPERTY LIKE SQyR PNO B IAN nG -sF 6" BU -DING SEWER PIPE yl LEE WAY 6" 510E NNBI a AT GYLESE OTHERWIE APPROWD BY Th' CITY. MARE TAP THROUGH CAST IRON SADDLE SECURca TO SERIES VAIN WITH STAINLESS STEEL BANDS N11 EN CONNECTNO NEW SIDE SEWERS -0 EXIST9O MM. PLAIN AND BROBERG -I COKCRE-E, O: PPE AND C. PER BEIGE MAINS ARE TD BE CUM DEFEND, N]RF I.') C'_AY PIPE SHALL BE CUT ADD HAVE A NEW THE SECT ONE,' IN. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON UP-, IF 315 FIX -- a �'{N E' 3o0CK RE BPIF 15 T1_ PNOTEOTOCW A \ \t> MN NGRF'SC _ GO 2% VAN SLOPE YCRIZONTA "_ 1. O SIDE OU-LET TEE SEWER MAIN 6" MIN. SEVER MAIN S9LN4RFTg_BL9CK'NG ANGLE TYPICAL SIDE 5-AGR SEAI OF TEE AT MAIN OVER 95 ELEVATION NO =E: UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER. FRAME Na' WATER a Ua� CROSS SECTION NOT TO SCALE STANDARD SIDE SERVER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SUARRIn xs E ON DAre: a /D. DIRG. NAME: 3076 SP PAOE.B09E -TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS ra��osw�+acv aoR n►�IaevA� 6Y• waLE 117 �v: pgTB Bv: vATe BK7 VATS NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE NO =E: UNLESS OTHERWISE S40WN ON PLAN, SIDE SEWO SHALL HAVE A MN MUM 2,5 COVER AT P30PERTY LINE OR 3 -5' LOWER THAN THE - CIDEEST HOUSE ELEVATION, WHICHEVER IS LOWER. FRAME Na' WATER a Ua� CROSS SECTION NOT TO SCALE STANDARD SIDE SERVER INSTALLATION (SEWER MAIN TO PROPERTY LINE) SUARRIn xs E ON DAre: a /D. DIRG. NAME: 3076 SP PAOE.B09E -TRIM GEOTEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS ra��osw�+acv aoR n►�IaevA� 6Y• waLE 117 �v: pgTB Bv: vATe BK7 VATS NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE NOTES 1. REMOVE DEPOSITS WHEN DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES J HEIGHT OF BAG. 2. SIZE THE BELOW GRATE INLET DEVICE (BI FOR THE STORM WATER STRUCTURE T WILL SERVICE 3. THE BGID SHALL WAVE A BUILT -IN HIGH -FLAW RELIEF SYSTEM (OVERFM BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILUNG THE COLLECTED MATERIAL S. REPAIR OR REPLACE SOD THAT WAS BEEN DAMAGED. ISOMETRIC VIEW NOT TO SCALE CB PROTECTION IL„ CALL 48 HOURS BEFORE YOU DIG C 1- 800 - 424 -5555 / V 352 OQ3 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GILL SANITARY SEWER EXTENSION STANDARD DETAILS DESIGNED: RHD DATE: 5 /4 /D9 FILE NAME: DRAWN: RHD CHECKED: SCALE: 5/4/09 FIELD BOOK: PAGE, APPROVED: SHEET: 3 OF: 4 s- E35a0®3 NET. I REVISION I BY I AFE I DATE