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Home My WebLink AboutW-368702PUBLIC WORKS Ste• PLAN - 300.0 ]FPARTMF.NT WATER PLAN GENERAL NOTES - -. _. ..... MARCI 2010 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. — Lt SEA E' lH6 L[Tn1L F..1 a, rT zl "4TF1 lI IF - IT CRT: AG FL FGR OIL - FL v -L 1 R a ,.- L .F :'L IT II E xu J A S MIS Gu J f y: FT ,1 LE <H.) PIE.. Art_ P_' :° S .r i.Y,JO,: ^nr F.O. -cFr iEx=DUnyr F1eV'Y- In 11 CIL 1 - rE TL IL C. ITT IL IL OLI LC J_: E 1 A CEIR 1:N I ll 4r 14o h =f. 1ILOJ -0FF E'= E£Iti 11I .A IN LRA C TIT, 11TEP '_ILL r. Latin LE nr.. 1; TAIL \ ...rrra ALL iE. r4'.,. C t' LE \ e `DL -Ii. A,1 UM: TE';TID', Ahii e'IIE TE 1,11,1: " 1 ILC 1 ..a•:rvE -• ;CO L < EI. v rOI rca_ _o.HE.,nL: By „rr rrm.[s i� t 1 I A" L A-" LI!� PUBLIC w0l CONNECTION TO WATER MAIN STD. PLAN - 300A DEPARIMF\T CUT IN -LINE TEE &THREE VALVES Iw L41RCH 2UlU . -'. HEN) t T FEND 4, 1 A% e / LL � ) E '1_43rC MEKI z - v 'STATES U 1 L 0 Y D E r ll HI L L_ C, 1A R'2 Appmvedby: I AI S.. t N 61 R ,' 7LATE £P. _ IS (�lnn Date: WATER PLAN GENERAL NOTES SLaBARf/J Pbn NO .300 nJ1\ [( F 1. ALLWORKANDMATERWS9 BEINACCORDANCEWITHTHELATESTEDITONOFWECMOFREWONPLJBU CWORKS LJnn - I-7A L A STANDARD SPECIFKATN NLSAND SPECIAL. PROVISIONS AND WSOOT /APWA STANDARD SPECIFICATICIf LATESTEDRION AS �J 9 AP CL AMENDED BYTHE CTYOF RENTON. ASST OF CITY'APPROVED PLANS SHALL BE KEPTATWEJOBSTE WHENEVER CONSTRUCTION n ^ FT J I! IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCESHALLBE HELD PRIOR TO THESTARTOF CONSTRUCIIINJ.THECONTRAROII LS Ail IIIALL L,,= 9 R, IT AND OR DEVELOPERSHALL R RESPONSINF MRSECUMNG ALL NECESSARY PDIMITS PMMTOCONSTRUCTION- . A EL L 1 CIE F R r t� 2 ALL EXISTING UNITIES SHALL REMAIN N SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL - CALL I- 80D42F5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. CPr. -2 . i.i IuL 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND - -N_ 'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY FTV ;RA1f. MATERIALS ONSITE. C ALL WATER MAN PIPE MATERWS SHALL BE CEMENT UNED DUCTILE IRON PIPE, THICKNESSCLASS 52 PERAW WAC LSIAND C 11 Ali I'll 104. PIPEJOIM S%iALLSEPLrH -0NORMECHJNKAL101W. CAST IRON ORDUCILE IRONPIPE FITTINISSSHALLBE CUSS250A5 PERANSI/AW WA CSIO/A21.10.82. ALL DUCTILE IRON PIPEMO FITTINGS SHALL M WRAPPED WTIJI &MIL BLACK TUBE-TYPE, POYETHYLENE PLAm PER AW WA C10SSrANDARMS W zs I S. MINIMUM COVER FROM TOP OF WATER MANSTO RNISHED GRADE SHALL BE 361NCHES MR PIPE DIAMETER OF IOTINC I OR LESS IL I� JP ll -G 9 DIE AND AB INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER, MAJOMUMOOVMFORALLWATERM MSH M60INCHB. W o VIN fGeLi vp�' MYDEVIATIOMMU BEMPROYFDBYTHECTIYOFREWONPNDRTOCONSTiI ON. WHEREUBUTYCONFUCTSOCCUR THE PROFILE OF THE WATER MAIN SMALL BE ADJUSTED AS NECESSARY TO CLEAR CONFIICISANDTO PROVIDE MINIMUM COVER W c PIPE DEFLECTION SMALL NOT EXCEED ONE -Ill OF PIPE MANUFACTURER 'SSPECIFIUTION FOR SIZE OF PIPE USED. ALLTRENOH a f _ BACKFILL WALL BE CIDMPACTED7095 PERCENT MAXIMUM DRY DENSIl DETERMINED BVTHE MODIFIED PRO(TORTEST lY lip n TLC. METHOD( MOD) INROADWAY, ROADWAYSHOULDERS ROADWAYPRGMANDOAVEWAYS,A OPERCEWMWINUNPAVED LL IL AI I AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MD0. ._- C Wr . ,. -11 IA. CO£F (CS .11 11 is CA -,1' t£➢. 6. CONCRETE BLOCKING FOR WATER MANS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE INACCORDANCE WITH Cl Ax uE,IF f N TT L'tY:tl , , -.5 x ICTI +.v TSt.fM RENTON STANDARD DCTABANO SPECIFlCATIONS AND SHALL BE INSTALLED ATALL VERTGLAND NONQOMALBENDS, FRDNC�S pR 1• INCH 1DATEW SmoiLCS AND BASE OF HYDRANTS. MEW- LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON AL MECHANKALl01NB IN ADDITION TO OCONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, j CHUNFECTED, ANDTESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE INTHE PRESENCE OFAND UNDERTHE FEW' LA' TO E is SUPERVISION OF A CITY OF REMAIN UTILITY INSPECTOR. THECONTRACTORSMUSUPPLY,INSTA MDREMOVEPLUGS, I CORPOMT[ONSTOPS ,BLOW.OKASSEMMES,ANDTHRUSr RE MIM /BLMKIN MRTBTINGANDPURITYACCEFTANCE NO 1L a) '1 M NNEC TIONSHALLBEMADEBETWEENTHENEWMANORBETWEENTMENEWWET- TAPVALVETOMULSUMG NUNOL ( _ FL 1-11 14 FAT WL THE NEW PIPING HAS BEEN FOAM - PIGGED, MWEUM, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. B. NEW WATER MANS INCLUDING SERVICE IATDULS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXMUM OF 5 PSI PRESSURE DROP DURING THE UNTRUE TEST PERM. UPON SATISFACTORY MMPLLTIOi OF WE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR T III Tc 9. THE CONTNCTORSXAL N YDRYTHE CTrYOF RENTON WATER WILIY AND MAINTENANCE DEPARTMENTS AT LEA R 10 WORKING Tr F A!/ I '. DAY PRIORTO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALLEXPOSETHE EXISTING WATER MAN AND FTi1NGSATTHE CONNECTION PERMIT BEFORE ORDERING THE NECESSARYADA17015 AND FITTINGS REQUIRED FOR THE FINALOONNECRON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIAIS,AND PROVIDE STORING AND =mac• c 'u: E _ ra:o I¢ r T .. -al ¢H 144-141, s -Ip ALLWTERWBREQUIREDMRTHECITYof RENTONTOPERFORMTHEWNNECTONTOTHEEK WWATERSYSTEM. THE RF l TH 4 f,_I _.r:. ., b*ASS 191CC.4.: _R,RIf. ' ns -2 CONTRACTOR SHALL PROVIDE AND INSTALL BAfXTLL, CONCRETE BLOOING, ANDOOMPLE E SURFACE RESTORATION. PUBLIC WORKS Ste• PLAN - 300.0 ]FPARTMF.NT WATER PLAN GENERAL NOTES - -. _. ..... MARCI 2010 N.W. 1/4, SEC. 15 TWP. 23N., RGE. 5E., W.M. — Lt SEA E' lH6 L[Tn1L F..1 a, rT zl "4TF1 lI IF - IT CRT: AG FL FGR OIL - FL v -L 1 R a ,.- L .F :'L IT II E xu J A S MIS Gu J f y: FT ,1 LE <H.) PIE.. Art_ P_' :° S .r i.Y,JO,: ^nr F.O. -cFr iEx=DUnyr F1eV'Y- In 11 CIL 1 - rE TL IL C. ITT IL IL OLI LC J_: E 1 A CEIR 1:N I ll 4r 14o h =f. 1ILOJ -0FF E'= E£Iti 11I .A IN LRA C TIT, 11TEP '_ILL r. Latin LE nr.. 1; TAIL \ ...rrra ALL iE. r4'.,. C t' LE \ e `DL -Ii. A,1 UM: TE';TID', Ahii e'IIE TE 1,11,1: " 1 ILC 1 ..a•:rvE -• ;CO L < EI. v rOI rca_ _o.HE.,nL: By „rr rrm.[s i� t 1 I A" L A-" LI!� PUBLIC w0l CONNECTION TO WATER MAIN STD. PLAN - 300A DEPARIMF\T CUT IN -LINE TEE &THREE VALVES Iw L41RCH 2UlU . -'. HEN) t T FEND 4, 1 A% e / LL � ) E '1_43rC MEKI z - v 'STATES U 1 L LEI(,TH F) F T Y D E r ll HI L L_ C, 1A R'2 Appmvedby: I AI S.. t N 61 R ,' 7LATE £P. _ IS Approved by: Date: ri nG 3 { Y. IM -11 "ill 1 t [( F .R :c: R - I-7A L A N 9 AP CL FT J I! Ail IIIALL L,,= 9 R, IT �= . A EL L 1 CIE F R r t� r Nr RI - LIRO CPr. -2 . i.i IuL A (J. F „A_ J. Gd4 EL = bING - -N_ FTV ;RA1f. 11 Ali I'll zs I ? A� JP ll -G 9 DIE a A - o VIN fGeLi vp�' 1 c L 11T___ -IF-F_ S4 f _ x n TLC. AI I _,. L/ L .V •. 1S L ._- C Wr . ,. -11 IA. CO£F (CS .11 11 is CA -,1' t£➢. Ax uE,IF f N TT L'tY:tl , , -.5 x ICTI +.v TSt.fM L' , 11F04 l RU9 BL IX ITT J. PGV , AlL lici 1• INCH 1DATEW SmoiLCS x,. -r: / j FEW' LA' TO E is / l r• I TO IF \ i E M NTTiE / 1L a) '1 ( _ FL 1-11 14 FAT WL BLS. In' T -.Lnr T III Tc Tr F A!/ I '. is =mac• c 'u: E _ ra:o I¢ r T .. -al ¢H 144-141, s -Ip RF l TH 4 f,_I _.r:. ., b*ASS 191CC.4.: _R,RIf. ' ns -2 : GN :Y '-tl ILE' +• J TLET KITH C-A , 11 117 .,. �' -N t7 'Al LIAE ?.O "11 ,1 HE' K _._ :: URET_ Al FI I::J :n..LL IF IRTH UICI ,UIR. T R 3SIES I' 51 AL___ TIN PEL 'YEAAIS LL E L J C 1I?':_ F,,.. A e ,Y. _Y. 1. !. : IF H UT NlTILLEJ ''I . r_s - E EP L, RX UU, MLLE FIT Ill', fAJN+u11: i — TE A t 1c cyR of nCE / / ,II: 4n N KST T 1D 1-111 E ._ O n uc P I]4 F.:3 I I iH_ C � ME nal .E EA`_ flINE r4 R'S '11-I IN 1,411%f. " T'L LIT TO TICIITC::[:n'_- Ti-_ aEs AJE G ACrE mAl. 'I 11.z I T ET IT.. d IN ET (S II `0.fI-i DIRIIAFRL IETIMCIL E'er U 1 L LEI(,TH F) F T A 9 C, 1A R'2 Appmvedby: I AI S.. q lz Approved by: Date: ri nG _a [( F A 2 :c: R n JP =uL. N 9 AP CL FT J I! -Lr TI . „AIL TU) �= . A EL L 1 CIE F R r t� LIRO A (J. F „A_ J. Gd4 EL = bING - 2 A. 4_TMNM C \ I /' MESH FTV ;RA1f. 11 Ali I'll zs ? - 1 a A - s _zp c L 11T___ TO H x s.. _,. L/ L .V •. 1S L ._- C Wr . ,. -11 IA. CO£F (CS .11 11 is CA -,1' t£➢. Ax uE,IF f N TT L'tY:tl , , -.5 x ICTI +.v TSt.fM L' , 11F04 l RU9 BL IX ITT J. PGV , F. S \ E1 S" _E N T L _ A - L AIL a . v =[: uu ti ,.0 t)TE, ELIENi W Iy111III- P ]E A¢.6PTM E,SE£2 L' 5LO..U. S ,c /pl=il L.,x A 111.1 iIII-' NAT:.- R..., t I I N 111 F [ __ A"'A lP. RAI 1 F C ... l 1 F "c", - IL-IT" Al, E °.C'.e :Li 1 III L WiOl L ","I ELF 1. ] r T r s SIIAE. AO T THE C E r T ITT %PFAIIE u- E.1.J t \ f o if _a F ..ru,L 1 1,;1c11 TQ 1-_1 a__ x..i, E 1., _-o. 3<' AND T' WATER SERVICE STD. PLAN- 320.1 N` PUBLIC WORKS _ _ PUBLIC WORKS )FPAR•'NF.NT +7C 7F.PARIMEN'T NOVIttJBLR J_UUU <.. _.o FREFEF:'REDA �� FnIrIBIFF.�JnIr J J � "�� CIVIL ENGINEERING - PROJECT MGT-ADV. HYDRAULICS 8957 DISTRICT UNE RD PH (360) 661 -6656 BURUNGTON, WA 98233 CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS NO. I REVISION S'T'D. PLAN - 330.2 MARCH 2010 VAFIR I }} j Tau LANE BE' %I FEF '0 I:: E SPIGH P u _TFEE- BO IS ON I- FRIA, JO 0' = A:NIED LIFE' ��KER FOI E LOAI r FF_CT A—VE" 6 I,FL, ".E NH`t SIDE OF STREET HYE RAIiT S ON I/" FROO LOTS CR PAIVTEI IA %F DI'If IFN� r I � —I I 1' a PAVME1 ,RiEI TYPE oB AB T "SOVT 1 ,. - (All PUBLIC WORKS DEPART)SENT ALTF OWN ); IPP': 2 3J L 'X. H "9l I AI IE�. ITFC •T ,He L OE L E' r;E EOL T. NAM, aR VARIER COAPR F TY E l i r l v I Y b r l ER > EVTI L G I! E N 0 v I_ I'EVIX Ill H ( li(I S I II 1, f L t( r Cb \NE T IiA .F IL HH 'U 1UL T S 1 T K r. CAP T T-4 H E I TI I TAI E: ". * - CCL TF V '` G tT FkC P!P IA T T r I rz T< 1 .t i FI11 C T 4 i 'v' ✓ T - TA TI C ET. f 4 L I r P C II _S 1 TL r PC4 M1 R 4'i T C E R ,-:1 F 4LVi 111 ^:I TL Cll' III L I'E .° r T RE THE H iNT S HI ) 'P A AI A L t 7 E" 'THE I RK_H 1J DE - IALLED J. TH. T d If_ £l3EEr , - PARKER 1 FIAT IIIE LFFET V +R E3 TF l[ 'b -ITCH SIVE STREET H'(J^.A:`IT IS CN "' FBGI' 00TS' 01< PAI.NTE] LAW AIAIlFTTj HYDRANT MARKER LAYOUT IF ) SL I;, 1 TI C IT I' FEU FD T II / I SE STD. PLAN 310.3 - MARCH 2010 %HALF A' 2 - t F V J nT TT rCu ca n n ET e RED T`.AN E a'T 111 E.Ix :1 VI tE !tl : 1 I 4 L 1 L_ CC EE, A T NI F.: "JE LJJ 4L NUI EST I Cl gfLI —NEI • • ECE A17 IR I. Kr =R4u PA K O` J E..L TJ LO C C Y fi_�" .I LV- ,• -CI MFETE lJE.VAL'K STAN D c TC- , 6- —x.� . PITH TLGI AP 6 E F, TIC, T CITY OF RF.N'FON LEI(,TH F) F T T-y'!c -t f Appmvedby: Date: q lz Approved by: Date: 1 Approved by: 8 r 4 r I e EkN Iju 9 AP CL FT J I! -Lr TI . „AIL TU) �= . A EL L 1 CIE F R r t� A (J. F „A_ J. Gd4 EL = bING - 2 A. 4_TMNM C \ I /' MESH FTV ;RA1f. PUBLIC WORKS 2' BLOW -OFF DEPARTIIRNT PERMANENT ASSEMBLY 2 1' T HO5E) A;IL e 2 N51 n H .,...::.E' EE A CA' 1 L E \I.. L _'.TEH TEE r t ELLON ELED14 STD. PLAN - 340.1 MARCH 2010 -I 3 ( Je OTC l F S ,F IL LK H AL Af J4 3 BS r IT I II T P J L "I I_ �I ( o T K C '{ < •.:C .11f a CLYV C F JEF -0- � ) .. -L,OS FtI N p -TC ,I=E.'nU'E , J L: 1' 14 't aR5E E? T N al TL F T. 1 F [' i. f 2 T SI CV ?•5 ' I C PA' LA ER YPE M -A �/ IL N LAI >P : r LL zlC A) L_ 4ERECTr:6 3 I 154Y,v!:�Sh u, 1T' 4 _ [ E: J u_ . (C ` Hcrc ECCIIHS E. MTH L E 9 J T IL L'- .FL / 1w_ '- E 11EHT SE:.1 F [Il .' IP P CLASS 52 _ S T UAL L CTa TIC F17 r 1 r I 1 ie T a i C +:.:< x 0 IIIIjl / TAP (P IIE'1 OR P K FCNCd TE tElpt E_uIH In(:x t LLG:N N._ ET r E ar FILL ..IN: RP Al L c.A`cL. TIDE II`hRAIJT APSE BLY Le£I P JSI: ON; VAk 9 t lT TILL I-I'i Lr '1TION I\ JUT ` FILL SM. PLAN - 310.1 PUBLIC WORK`; FIRE HYDRANT ASSEMBLY DEPARTMPMT AR \ITCH 2010 W- 368102 AM Sill CITY OF DEMn Y � 4 LOOST SHOORT PLLAT os /04/2013 ... RS 10=20 '° '" A R TY OF 210 DUVALL AVE BOOK BA2W =" ORAWN� 3 CODE PACE AIK �N p 1 Planning /Building /Public Works Dept. DWG BY DATE APPR � °E"0°°°`Y WATER S TANDDARD DDETAOLS R OF 11: W. � G�-� A- NNNNAP CITY OF RF.N'FON Appmved by:Awv7llrr Date: -t f Appmvedby: Date: q lz Approved by: Date: 1 Approved by: Date: AM Sill CITY OF DEMn Y � 4 LOOST SHOORT PLLAT os /04/2013 ... RS 10=20 '° '" A R TY OF 210 DUVALL AVE BOOK BA2W =" ORAWN� 3 CODE PACE AIK �N p 1 Planning /Building /Public Works Dept. DWG BY DATE APPR � °E"0°°°`Y WATER S TANDDARD DDETAOLS R OF 11: W. � G�-� A- NNNNAP d Vn o C7 -1 �= oa-3 N y 1 C � G >