Loading...
HomeMy WebLinkAboutS-383702Fam E11" Eft I Ld < z 041) II-_ z 0 LLJ '3 z 0 w 0 - *j47 Lq [z At V! �V41"-j k�T_1IqU#!t =77771'm' qP w Alii*j, ILI' A- �_Ill All -011 4 toll' "S 1411giolt I 1 0, 1 1 All] 61.1-M I T "I kA -1711117 iE F J 4'.'Yj I I Aw ]ITT T11 a d_', vt I -4!A ILW.&- 1- A A 0 -4, 1 E E'l k kF , I rT T L -V T7 f M1 "wil 'V f, f 1 _6 il I A R1 16 1 -711, 111 ca -41:., 14.-,;, to] J21* I w"111104CAK �d­i"i�jmglj VZ �W 14 LA i F.3 rw�l 'd', A A 11 kf" 11111 t 3_11[1� 4 1 __4 447 11"1111:11f4widw loll �4 -X -it i 4 TA I :L --- 7f '1� _X 4:(of-11111A t jo �1 L -T-1 I I j T N: 7u 7L: Tol W: Im -TT - Lj 7_ 4�!# -4 " - I "fICA1 _ -14 SANITARY S.E71WER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICA 77ONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICA 77ONS FOR MUNICIPAL PUBLIC WORKS CONS TRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICA 77ONS. 3. ALL LOCA77ONS OF EXISTING UTILITIES SHOWV ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE— CONS TRUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONS7RUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION KILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCT70N. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION AND FOR 7HE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC77ON SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC77ON IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWNG OF THE SANITARY SEWER & WATER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (lDqMT9NDj0RjWA) !C7 or 29476 0, OP I A L STAMP NOT VALID UNLESS SIGNED AND DATED _y ....... ti IN UNIV'*0V_=- ME7tp A T_jQj: VALVZ- 30W, SHOULD F,.,OT 94!EST CC BO,',', Ar PRODPER-Y LINE WTA W -1" IN ARE's". i0F VA"LVE �0% 12A _040 00*PEP ­AI,�P CE XUL) CAU'201-E 34r�,AKACF OF tHE SEP40E., A 0RI:_L V D�A, 10-E FOR, TOLICAPEAD OCW�`Z COUPLINII x IoP' CA S 40ti OR DUCTILE MON "WATERNAIN ww FROW NEARES / ........ ; m Tt,,, 4X FRONT EDOE OF PIT LIC CENTIEV tic 40)11_�, MUST X '4 L 'AS, --4 0NDERNEATH ­TB8 UALEWS T4E RIS WAC'11'40 ALU)*T, H- NUT 'D 7IGf-'7EK A' NST THE 02EN SIDE OF , ill, 4A O -At 0,19, LT*W-11A_ R13 J31 1,14 R hz­ 1K P rrk, wat�kr ey#:�k%l 1, 2, t;lppii� W, cm n*,w �irmq br-m r7p 1 1. 1P , -2, +0 br4sa -tip, �t w]W +r*,�Oed am&. 'Niip;0, 4 , ple m, 2" ou". fjal:4 ytilw rAtf, 0rimui tri -is, sqJare -zoet"O'kin"; njL 3, 2 t4miliarlt smt 'Itki's vc�­vm 'with th'1111an1m:. a.-at4. squa"A o�vm0rg rit, 4.3ml .0rd 04v# nerAt oxtwsivo it r*qw'r+-J (sov iatcrftrd civ,0 17,1741�", V111100 111A #141"AIMMU if !,Sqww,*l 14;d' z�w ioi ,Olvo t X, stoemyj li" fz;*- %��o pie,# tott 111"tt) bog' stof-jarp, 8" �dp -. �, t to fit. 1ug` Ie*# �,%4vrw. 21� brocs ur'1f.q 4,11�IFT w, fit, 2' X i - 1 /2 � fi�tx tv U%4_jf�q jtv­�- s FIFr.1, I acch '-1 412' troam nr 2 aczh 2", ��,mb w brtvire f�lt�pm a" l4n;t� 9-wicuid. cift, I 400ei t-rcyrzo ni2pia-z 19" if-raoded Inft 2 Lr ­:jo- Lr�rz* x h f org 4, ftnwy. ":PT Ftrd 31 -q 'a cr vhq-jc,;, , 4, f 0, Z" e40, m*,pa, utfrg �y to p4r tub) -,q tp* K twum !"iprju IPT A IT 2 " hr*01m: _mm 0� I -/2t k;V1_-C-SJ bf'om 90' 81L (,Y 7crd _44-777 v 0, 1' 0,jzt?y7,&#­tvr *At,, t�y--�c&s FcrJ.,, 'Aj,5'�­4 $6 --20 -fl -T! 0 1 (,74 1 -- tm, oy F 7 1 J03,715"10'""713 w, W44w f,,iq*A 131- i 'Acrwold Bectir, 3CA812INDF178ft. kiefliv 5-1427-1 1/2", w4t t".31I -�Jlve ri�a podluxmic �Mqs _*v,, *-At, aid, mt)-gra t:h44_ 4'aw. �vitj, �,Q�d angi-V W; v* wd pnl-.04.� v&qs on inkit, ord wd* d*,soi ow.lst, ball vchv ,sn bV w vaef wlt'i wodlo �olrlg, 04111 vake zutot, b111 ave On bypts wl+ p oj;�Ir k wkip. to," varc,2W "el*t m- aftor !a r pliw ojc_, ina �jjc R ioll 0, matow awmat*", ton be rusp,�Iec ml 'in f-oltv utier r proamor te, 00 S�jr O�i -w.w, tr ao -,.or, 11, Wzk*.- rtttw fh01 to ouppl"Od crt hrgl'01144 bv CRY of FAkor uptfi A,ater -natw snall 1�)& suprifime tind InWoe 01ty .0i RkanLan payliwt of III tillated, mow 404 Af�d rr"�'.JL­a cro pa�)mwft -f 01 (41-rw,�Od �,4 to, iaa pmbeurq wirl pulty tw.s, Wult'l. 1 2 1,11%J0, P-ut j�nStjr b Q�K Q�qjCj 'o Mit—Sto �m n a nc i 12, 1 7',X_V� plawiz frato( 'm4ro-ij 04d-Stc�4* 74a.4V 1347 Sks(Itt MS15:40F 1710-116 Wt�h 2" 'dicrm''d PlItt acyto Is"01, w %C, A+ 2", w1co )kootilha 'ifore 0pm,=141 co."w" 14 g, i *Q�ja tt ml-d-stc 'aa watim, Iw3� oiltn 10 A.'C-S'444 pitisiti"', A§W t0kJChF%,0 lit arm 'rogtb, rf(�,d 114� 'zt4,*,emwa pit, lid. /Y 1!, 1" mwo1fig ("wmprsvelwl X, !Yi#- 2", plv,­ FOrie, FIFV4 whin pLiq VIPT), F-yJ "ba vy of rftl,2011W�o* fcr 3-4 TrW11% I "I �t '. ALL teC�W 5-0XV5 114STALLE-C �4 CONCort-ITE OR PAYZED %%Ic 14, A, y S SAA -11., FiX CAST-Wsah EOUAL TO C­YNRIC S _E X P A NSION Mwlkro NUST BE 161ETAL E '2" 'Alt,_i1ew ­�T, Bk"ri-, OF %4FT:1_R -0-ox:: 1 U"AND 2"WATER SERVICE LOCATED SM. f%" - 320.2 B I 1C '�W ��l R KS D [ P A R VA, UN `7 IN PLANTING STRIP �V'11`,ARCUI 2,001C, 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 7RENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY OF RENTON FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE MTH SECTION 7-13.3 OF THE CURRENT STATE OF WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL. TO UNIFORM GRADE SO THAT EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE. UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECT70NS TO MATCH PAVING. LITCHFIELD ENGINEERING 12840 8 1 ST AVENUE NE Kirkland, WA 98034 Tel (425) 821-5038 Fax (425) 821-5739 Copyright @ 2000 Litchfield Engineering, Inc. All rights reserved. 3 REVISIONS PER CITY COMMENTS 2 REVISIONS PER CITY COMMENTS 1 REVISIONS PER CITY COMMENTS NO. REVISION 4�' FL,mPl, CU0'1,z­ 1,R, CLASS 12 MENT ur�ED IS" FR0�4 A'S RJ1PP_1ED PACIFIC INAM "NORKS DW -PLY C0 INI"". P t VA TE C I TY t T) -ij TE L' t! V;AUVI- t==fj �Fl_ x IAS� ==T___i# _7_7 T -E ASSEWJ�kY SHIAL_ 9E 14CL,�)ED- AS PART X 1-1t- PE'TSCTOR tS '--ART OF 17HE CTO R -E ::Hw_-CX VALVE AssomILY, T0. C�_, RE A C -9 - L � SENSIOR �JCUN`EO CIN S -EE- nL47E ."OVER T-1-40UG11- 2i CIA, I 'RILLED 1-101M Pj P, E --409Y NCt4-SH40vK GIRCUT i--4," DU0%,E 114% '�-_ASS Z4 14�7�YF� IF tX'MENt JINED, LENVH tO Fll­� 0EAD4AV eLOCK REQUIRED TO eUiLDING w V" IVE 'M "" 'N'TA 'NIDICATOR PCST, 4" 41ATE VAL' 0111 Ce-'44t;RE'F�, BUZ.-CXINCA -2' ALL ARr%JNV/ 11" �; _,4 TCP PMT VAL'VE SAW S,ZV AS ��0JSLE -04, PAIN-EID RED. CHECK VA FLAW3ED OiOUPJNG AD.47EA EMAL TO RCMACt ALJ_ (DETECTOP ""HECK VA',LV1' ASSEkt8JES S I A , SlHi F' HA11, 14CJJXX Si -5 'Wr J 1`0 F CHECK VAL'�f AME%j&Y WXUDES Tvrj VAL*vES ANC MST KS X140 CAP& AND, 4ESLIENT SEATE) S1UT-!YF vALYES, APPROVEID ASSEMBLIES DER 0:9 -1 -LS, LAT -3T APPRO,'VED L.ST, L N /-MUCH ;REA,) Pi�, 0 SENSOR U UPREC-42T CChiCRETE, �19'ALLT "141H 2 Sxl HII�4#-S�,, MOUNTEC 0-4 SPEEL PLAM STEE_ Fl, -A' -E bw@4SOW x 7-!D` w "'-G' e 9.0Q0H 2" Nk 411VIER _H AOLE I% 00%`ER, UTILIT" `,iAlULT C:a, 5"77 -LA OR ECAJAL, GALVAN: ZEC IT 48" VIM WWI r Jyp) A� r_0H#x,'R_z_'7E W`PPORT PADS OR, Al), PIIE 9J--�PCRTS. ELE'VATION 6�' WIN, 01RIAl"IN tc, NLa1_711_,L DAYLIGHT OR STOW INS"AL- GAL*,,A�%J.1Z'E,,`J LA!Dv'�Z4 FOP. ACCES& DRAIN SYVEW AFTFIR FIE_�_` 14S-ALILATCN�, 'WAIIN AVD. 0,Y-PAS5 %\—COMPACTED Faj'�DATJOK DC'VA MUS- BE TMSTEM SAT1F.4CT0;RJL'*,' 9'�' A C'E'_-. Cf ORAVEL HEALTH CERVIE; 9,ACKF-N, ASSEMBLY 1STER, TE -ST RE4COT `T�D ;'�E SL,,F3fAirT_--rj TO 01re -:r- REfT;�14 WATEF JTJTY Et+51NEER,0+5 DEP-, PI, PRIOR ACn"iATION 1F INE, IIINSr,� - -4 TEST C.0,2`KS `M -H 9 -A -AE O'Aps,, PLTBUC WORKS 4" ODCV ASSEMBLY WITHOUT DEPARTMENT STANDPIPE OUTSIDE INSTALLATION MARCH 2010 ....... ..... ..... 45' BEND 90" BEND THRUST BLOCK BEARINO ARIE-A IN SOUAK 4:EET (SM INVTS) FOR HORIZONTAL AND DOWNWARD WMAL BOOS SoIL RRN SILT OR FIRM SILTY SAND 0OWACT S" OOMPACT' SANO & GotAVEL -------------- 4Y SEND 11 1/4' 96� -- ------ 4!r 904 454 BEND FITTINO WND TFX CAP OR PLUG 22 1/2' UND TM CAP OR PLUG Z 1/2' MNO 7M CAP OR PLUG 22 1/2' REND BEND VEND __14 _F7_ _76- T.0 1.6 10 -15 _11 114- 4.7 11 313 1.4 23.3 16,7 15.7 6.7 111�7 i L4 11.4 3.4 L8 1 8.3 2.5 12- 53.0 1 =1.5 15.0 1 2L5 11&3 1 I&S 1 7.6 12&0 114.0 14,13 RA AREAS CALCULATED ON 300 PSI TEST PWSSURE, V-0* WN. WWR FOR WATERMAIN UESS 7HAN 12'. 4!-0" MIN, COVER �OR WATUNAIN 12m OR OWATER. CHECKM. KAL 'MAX. HEJOH7 OF THRUST BLOCK (FT) 0,5 x DEPTH OF TREM04 MIN, HEIGH7 OF THRUST BLOCK �FT) 0& PIPE + LO' KAI Mail A W_ kEA NOW 'TO' kiz Of SLOW M IN SWARt nwT N!Qma; 1. LOCATION AMD SZE OF OUX30110 FOR PIPE LARW� THAN 12'DIAMETER AND FOR SOIL rYPES DIFFERENT THAN SHOM SHALL BE DEM11MME11) BY THE SNOWEER. 2, ALL BLOCKING SHALL BE POURED IN PLACE AGAIINS7 UkDtSTIURIBW NATIVE GROUND. 3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER WN. I DAY. PtWSSURE. TESTING SHALL OCCUR AF7ER 0ONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4, ALL 8LOMNO 'SHALL M CONCRET11 CL 5 5. BLOCKANO AGAiNST FITTINGS SHALL SEAR AGAWST THE GREATE57 FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT CO" OR ENCLOSE KU DOS. JOW BOLTS OR GLANDS REASONABLE AOCESS TO BMTS AND QLANDS IIIHALL BE PROVIDED. CONCRETE BLOCKING FOR HORIZONTAL AND DOVVNWARD VERTICAL BENDS 1 " =10' ONE INCH AT FUILL SOME IF NOT ONE IINCH SCALE ACCORDW44LY VERTICAL- NAM ION HORMITAL- NAD 1983/1991 DATU M MD. PLAN - W0.9 MARCH 2010 PROPERTY LINE FUTURE 8" BUILDING SEWER PIPE BUILDING SEWER 4" STUD MARKING POST PAINTM -TEE WTH 6*4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED $1JRFACE CLE-ANOUT WITH CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0 975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD. SPEOFY *SEAE ON LID. SEE 117D. PLAN 403.1 FOR A" SOL SEW AND NJILMrA Km INSTAL-AlION) ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN UMSE ARE AS F-OLII-OW& Fin A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn �FEANOO CR APPROAD EOUAL). CD 8� CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m A NEW, TEE USINO FLEXRE =PUMOS !T( (IFERNIC0 OR APPR)O�W EQUAL). -7 C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE ��OR APPROVED m EQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn 0 0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR > APPROVED EQUAL) E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE AT MANUFACTURED KNOCK-WTS OR THE STRUCTURE SKALL BE CORE-DRILLEDA e110 ALLOWABLE MAX., FOR CAST IRON PIPE OR DUCTILE IRON PIPE, 1 3: 5 MIX OONCRE7E SLOCKING7. 60. 2 Y4, _m I.N SLOPE SEWER MAIN U,QTEi UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR THAN THE LOWEST HOUSE ELEVA71�o MICHE)0� IS LOWER, STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop PUB11C W01tKS 11111141TALLATION DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=) CITY OF RENTON Planning/Building/Public Works Dept. m CrrY OF m0ffON APPROVED BY: w DA7E.- A 7E. - APPROVED P, APPROVED BY: DA 7E. - APPROVED BY: DA 7E. - DATE. Renton Commercial 6-25-14 60 S. wrr e Sunset -Blvd. FELDBOOK: Pw_1 Renton, WA 98055 DRAIIIIIIIIING NO. WA TER & S nu WER DE TA IL S & NO TES vmr., 7 0` 7 383-70 -7 �t --- $1D CD CD SURVEYM: JHS DESIGNM. KAL KAL 5-04-15 KAL KAL 11-12-14 KAL DRAW: "L KAL 9-5-14 KAL CHECKM. KAL BY DATE APPR KAI CONCRETE BLOCKING FOR HORIZONTAL AND DOVVNWARD VERTICAL BENDS 1 " =10' ONE INCH AT FUILL SOME IF NOT ONE IINCH SCALE ACCORDW44LY VERTICAL- NAM ION HORMITAL- NAD 1983/1991 DATU M MD. PLAN - W0.9 MARCH 2010 PROPERTY LINE FUTURE 8" BUILDING SEWER PIPE BUILDING SEWER 4" STUD MARKING POST PAINTM -TEE WTH 6*4 SIDE OUTLET 6*X6`,Xr WYE WHITE Wj1H 'THE WORD *SE%ER` STENCLED $1JRFACE CLE-ANOUT WITH CAST IRON RINO 00VER IN Y" W10H BLACK LETTERS AND #0 VARE ST JORDAN IRCIN VMXS MAPPED AROUND THE STUD AN0 975 '00 APPIROVM EQUAL, EXTENDED TO THE TOP OF THE STUD. SPEOFY *SEAE ON LID. SEE 117D. PLAN 403.1 FOR A" SOL SEW AND NJILMrA Km INSTAL-AlION) ACCEPTABLE PROCEDURES FOR S40E SEVER CONNECTfONS 70 MAIN UMSE ARE AS F-OLII-OW& Fin A. 14TRIFIED CLAY MAIN - 'CUT IN A NEW SEC11ION OF SEVWR M.&AN 'WTH z A NEW 1t9 USING FLtABLE 00LIPLINOS as Z rn �FEANOO CR APPROAD EOUAL). CD 8� CCINCRETE 4NN - OUT IN A NEW SECTION OF SEVfiR *01IN VATH m A NEW, TEE USINO FLEXRE =PUMOS !T( (IFERNIC0 OR APPR)O�W EQUAL). -7 C, PVC MAIN - CORE -DRILLED WITH A ROMA4 SAODLE ��OR APPROVED m EQUAL) OR CUT IN A NEW TEE USING RJOID COUPUNGS Cn 0 0. DUCRILE IRON MAIIN - CORE-DMLED WITH A IROMAC SAOME (OR > APPROVED EQUAL) E, MANHOLE ONNECTiON - ALL CONNECTIONS TO MANHMS SHALL BE AT MANUFACTURED KNOCK-WTS OR THE STRUCTURE SKALL BE CORE-DRILLEDA e110 ALLOWABLE MAX., FOR CAST IRON PIPE OR DUCTILE IRON PIPE, 1 3: 5 MIX OONCRE7E SLOCKING7. 60. 2 Y4, _m I.N SLOPE SEWER MAIN U,QTEi UNLESS OTHERWSE SHOW4 ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 15' COVS AT PROPERTY LINE OR 3-5' LOnR THAN THE LOWEST HOUSE ELEVA71�o MICHE)0� IS LOWER, STANORMID SIDS IN111MIIIIIIIIIIIIIII111t lop PUB11C W01tKS 11111141TALLATION DEPAMENT 48MMIt MAIN TO PROVER11rY LIP=) CITY OF RENTON Planning/Building/Public Works Dept. m CrrY OF m0ffON APPROVED BY: w DA7E.- A 7E. - APPROVED P, APPROVED BY: DA 7E. - APPROVED BY: DA 7E. - DATE. Renton Commercial 6-25-14 60 S. wrr e Sunset -Blvd. FELDBOOK: Pw_1 Renton, WA 98055 DRAIIIIIIIIING NO. WA TER & S nu WER DE TA IL S & NO TES vmr., 7 0` 7 383-70 -7 �t --- $1D CD CD