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HomeMy WebLinkAboutS-343404LLJ z I­_ C) Li O CL MIRK EMMINEEERING, PLLC 1954 Unimon Ave NE, Renton, WA 9805Z;, AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. . . . . . . . . . . iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 4A K. =T" M SEFt"CC VuCK; OF K LENOT" 6,(FOET) AREA- SM NOTE 6 1 250 (DRY PAVEMENTASSUMED) . ......... . ......... 150 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ........ .... .... .. 150 . . . . . . . Ui CL. 0 _j C, . . . 145 . . . . . 0 145 . . . . . . . . . . . . . . . . . . . . . . .. (n . . . . . . 3: . . . . . . 140 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . 140 . . . . . . . . . . . . . . . . . . . . . . . . LL 0 . . . . . . . . . . . . . . • . . G, L F" 6" P, VC . . . . . . . . @ 20.0% . . . . . . 135 . . . . . w w 2. tu . . . . . SLOPE*TO":;SCO#1 . . . 135 . . . . . . $5 00 . . . . $000 . . . . . w . . . . . . . U. 130 . . . Q M.3 0 130 . . . . . . . . . . Z . . . . 125 . . . . . . 2 z . . . . / 1019 w 125 05 Z 7 -7-- -2 100% 0-• 0 120 . . . . . . . . . . . . . . . . w 120 1+0 . . F�- . L EX. WATER MAIN . . . . . . . . . . 0 '7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 0. C61 . . . . 115 . . . . . . . . . . . L30'LF.12!'DIA- SSMH'#2 . . . . . . . . . . . . . . . . . 60" 0 0140(l MANHOI.E . . . . . . EXIST SS MH STEEL CASING* . . . . . . . . STA: 1.2+56 . . . . 110 . . . STA: '10 +05 110 RIM = 100.30 . IE =90.51 (1). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fs S.SMH,#I, — 531F — 6'� PVC SS . . . . . . . R.1M. 14.7.00 . IE 141.50,(1). . . . . . . . . IE = 90.41 - 7 . . . . . . . . . . . . . . . o/o . . . 12-01, . . . . . . . . . 48" 0 MANHOLE 8 = 11.75% - , * . . . . . . IE 122.0&(0) . . . . . . . 105 ,(0) . . . . . . . . . . . . .90 . . . . . I I . I STA: 12+03 . . . . . . . . . . . . . . . . . . . SAFETY'CLIMB OR APPROVED ' 1 1 1051, RIK = 123J 6. . . . . . . . . . . . . . . EQUAL RETAINING SYSTEM SHALL . . . . . . . . . . . . . . . . IE =• 115.77 (1) . . . . . . . . . . . . . . . . . BE PROVIDED FOR THE MANHOLE I E = ;115.60 (9) . . . . . . . . . . . . . . . . . . 100 100 $EA4 END CAP . . . . . . . . . . (TYP) BOTH ENDS - . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 OF THE CASING' . . . . . . . . . . . * . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 95 L30 LF 48!'DIA- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STEEL CASING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 90 . . . . . . . . . . . . 85 85 a ow K co Z PO co 0 6 8 8 c1q OR m cli 4 �_ 0 0 WT< n 0 — — 00- R 2 wo w 0- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MIRK EMMINEEERING, PLLC 1954 Unimon Ave NE, Renton, WA 9805Z;, AFTER THE INSTALLATION OF THE SEWER MAIN, THE CONTRACTOR SHALL RESTORE THE BENSON ROAD S. PER THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. . . . . . . . . . . 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 4A K. =T" M SEFt"CC VuCK; OF K LENOT" 6,(FOET) AREA- SM NOTE 6 1 250 (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 0APIRO WEIGHT K. SEFt"CC VuCK; (MAXIML" MIGHT SMLIL HE LENOT" 6,(FOET) 1,156 110 1 250 (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: iyp Icft0jAqn=va.vimLaw.rwr#A mrsdraii V9HICLET"E. 0APIRO WEIGHT K. SEFt"CC VuCK; (MAXIML" MIGHT SMLIL HE FLAT'BM ETC. 7" *A Uij. r4 tl FAMUMER OA tlo L 0= fWLLA . NEAD ST00151 N-O OWANCE.- W.F.KiEf MN. , (DRY PAVEMENTASSUMED) 1. A Phaedive . Yoh r'ded mgardollls if s Trull k-0iin w A- tIonu . a t (TMA -is. s%i8%66; a voii 'VoWemayba used + When no'TMA is, us ed, tho P 't6d fviVetfti shall tw.$VSt9glcaW locited.10 vWe1d46om , with no mv�-Amwd distance,,. . . . .. . . .. .. . . . . . Night ;work "Ldres a"tionat voe& sw#64; ftes, vfto"tand rd , Spaaigfte . WrIt" , or a" deft Exboirid'.ChavirplizitV. Dovkk toot. jimsij Adulder. o.- *darnmanded, 4.. 819.0 sequence Is.", Sam for both4k.wilaris of. travel an th excad", taper Option -shall bo 27"0 6. For ft► 40:1011$00T Sign faftetidn. Rtnugl 1415646. MAY BE ACIMTED TO ACOOMMODAIV IWTEPCf4AN(36. RAMPS, r (2 0-78.- OPMON& IFIDOSTED goADWA . . •. A To P.# . lErzo 40 MPH AR LESS . lt A i A W115MA 11,111010"Irm, 00 v=16. =M&f ADSTED 00- OR RSW ONNE Wj6j$ 1 REVISION PER CITY OF RENTON COMMENTS RAF 02-06-08 SURVEYED: SCALE: MRK ENGINEERING DESIGNED: 1 99 = 20$ RAFIQUE DRAWN: RAFIQUE ONE INCH CHECKED: Iazen Haidar AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY m. mc 1 Nlffi=14:80 L A f CHECKED FOR COMPLIANCE • CITY STANDARDS DATE: DATE: DATE: