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HomeMy WebLinkAboutS-312501o S-KRUFC SECTION 32, T 24 N, R 5 E fp FF_3rr.n �_ e lei W lSgiy9 d� -+� - I Cramer Northwest Inc. NSS c i t F I. THESE NOTES SMALL APPEAR FOR IaRO ECTS FOR Td1E WATER UTILITY. 2 All work material Met be In coatalaaba with the daalards end �adkotiono of uN City d Rentan Pla la4liluildin ftbife Wkwks Dwpubsent and that 1996 e ENGINEERS, SURVEYORS & PLANNERS I I willon d the 11MOT /Ahw Simi" sew *C&drw. « apPrarw w wrw by the City d Renton in the Into stawrd aaa t spolrml�a. A Red of I� _ Z 945 N. CENTRAL. STE. #104. KENT. WA 98032 0 /STEM ��1 1 LOT 3 3. The approved h 0� Dori be khe a eIM d of tlaty dnMg aaeYuao C/1 = 1 Tht boon of rmrk N the street right d Rey afNll Re tilled L lk� AM to x30 INI on raMiyt assse othoraIna proved h i be Pkih9c War1ar 1 (• ) ) ( ) ( ) ( (fax) gIGL cif REPLACE EX CO 1 �+ sQ Fr -I ' t OslerYrad Fine Dp«bmal awl 919 whet be ncdNN 24 helm n advance, d wry rani In So rfgbt of watt 8 [53 852 -4880 (local) or 1- 800 251 -0189 toll free 253 2 -4955 fox (i1t hoist ACRE) Dpgrbmn d (425) 430 -7301. The Pdoe W SSNH. DTL 5/ o FF =3(30 i 4. W leCd M of reking UdKIN slaw re aWnaiaok and R afar be be arkractor'e E-MAIL, cni0eramornw.com DOMES 11y 31105 g ►sepasalkWYY the trlN Dad r4lreet Yatila a a to awdd damage IN` =30258 IE= 302.77 I r dNirbance. F« uNy bodes ad 46-har lecetrs (Hf0- 414 -Seth TL 4/6 5. An approved %ft Coatral No Is spored to be sul ollbed at the Ao- Cmelructlon meeting. i i I 4 g l I 6. Al setorebb *0 IS to be Cowan RW duclle bah *a cenfermi g to AMA 0110 and 0911 or latest rrAlon, thkbm dace 52. Conant mortar Rnbp and k a I f 6' PVC 0 3.0x: WW. and did confers M AM CIO I r Idwd rasbla iNiag b be Ciao G Al idle ben pipe and �. �lml vein � M w pwb-a r hasehakd yInt CeryTT�RY SFA*p!R NOTES ti o pt4P I 7' 8" PVC 0 114% %Wes dtd be poliawoom re1DM W AN/Aft C14111A11.543 SWNn Q Z t EX 0 r \ 5 7. Cad iron nerd ductN Ira fillings did he oswont FAN, rremre raiM a naiad an plena, ad in accardma with ANS /AW& CI10/A21.10 -67 Cement kdagE LL O W W 1. NI wt materials " be in conformance with the standards and apedficotion of the City of Raton Utility Department and the latest edition of the N5DOT /APWA Y' t �� dtd be in umdom SO AN9 /AWA C104/421/4 -9Q N fittiop we 3 M 12 bow k donstr ail have a boded Whir, bw Mbp io 'n accordance with Cq W J Standards ond Spedficetsns t - 49 8" PVC • Q4< afthr ANS /AWWA 0110- A21.WV r AN9 /AWPA Ci53/A21.W14. We (3) IFA to 12 lain dander fA+k4K a" have med=ded )Mite ad /ar fiaged j*ts. O � L.� 2. Al construction *hod be n accordance with 'Standard Spedficotlons for Yar eo Public Waft Construction' prepared by Washington State Ctbptar American Public drill be In earirNO wNlh AN9 /AWWA g10/A21.10A7 or e oahbnattah of ANft /AWWA C110/A21.10,67 sew w19 /AtIArA c153/52143 -24 ardr tbd aril prDa of w O Works Assotiat ion, latest edition (APWA) end City of Renton Standrd SpedfiDIUMs. the 111" din a wad 0*8) way be win AN/MIA 053 /0.WIN, W that prthe of ITN " with kaga d jdwi(e) " he to arardace with AWWA 0 U 3. All locations of existing utilities shown are approximate and R shill be the contracts s raponaibWty to verify the true OW correct location 30 as to avoid damage L - - - / Acoptace tptbhq b e00rla0e dad MUM 53.53 d ANW/AWWA eseNsrh 10-4._ of A�/AM 011kAMM 1 Ad be s by the 0110 521.10 -67. • assts +dAi 5. C/) Z a r disturbance I E_ ' ;'66 cabecter ad aaorRW to No ewer. � 4. Contractor le "Wy reponsibk for the means. methods and sequences of construction and for the safety of sackers whet stirs on the construction site 1 Z O 5. it deb be the responsibility at the contractor to obtain shat up and any other related prwfts prior to any construction, C Cobh vita sill M lea lliml fir @ fwaamt w eroth else dad ours o a20 p W abet es sho duf4lo box (AM 0500) o d resilient seaW typo ( L O Q � 6. Plans approved by the City of Rentaa Public Works Deportment shit take precedence over d other plans. 3x4 CSORo Valves drat b CwW t p a wWauw Reefer opown) pwwe et es pal Cato Wva whey be stow Lid 14. Ytbo O-S N0. 5 a* a N t ti tin Z 7. A copy of these approved plans must be on the jab site Ibmw canatruation b in progrpe A Fro hyhtafs Mat be l wroy !yes (epoang ed6h -tin harp) r aswpeealelt type (apaip agdnd prrfarre) cenkrwna M AttYM C- 502 -� hhRe a 8 net J t- Q 8. The contractor Md provide the City at Raton with on m-lwli draskp of tin aankn sever system which tens been damped and agned by o l censed FIOt>SE �� ial9alY lsrty medalcal )del Wet ad a wets Vohs gain (W.U.) d 5-1/4 lack, two 2-1/2 " hose noarles with Notional Standard Tlrei i 7 -1/2 thrords pr to& and Q J HOM 8 one 4 inch pwyr W* am to as SedW pa+lre 11 Rrai W boh, in debase V. brook addle disaster d wale tread 4.55 aM rat dlantler _ professional snow or licensed professional surveyor ti I• pootagmo epaatir! at � by tawyM asuntr dadhwbe (left) U p 9. saam Md be placed equaly on both sides of the pipe n layers with a loose average depth d 6 ndea maxinum depth of 8 khdh= thoroughly tamping each a 31 :? 4.1161 tlytemtm rhd have a i -1/4 loin z lays to 95 percent of madman density. These compacted layers :oust extend iar one pipe daneter an each side d the pope or to the side of the trench / -d LOT 2 1Q oho two 2 -1/2 hM han name dill be Mtad dad ad Inn Broiled cos wilt opadbg nut d No sail design awl praprtinm a the bowl star nut Mater ds to complete the fill over pipe shd be the sane a desc bed. a Cep std be ItW with rdlaMe mops p** fr pedtla saber ti jdase mods, bet prseeres. 1Q Open al road or for utfily trenches on exbing irovmNd roadway Md be backflled slth auaMd rock and macho" compacted. Cuts into the existing t^ 9138- sQ FT 11. 7ho 4 YW asphdt del be nwiftne alt Vitt sip n a contir-is lib. A temporary mot patch mud be placed k0odiat* after bo*M and - ripactin A permanent hot mix / I (0z1t ACRE) do% h«ioost aad=l Imsdal ail Wtoo sed hose a Seattle a d two set amass 1 D de Snort adapter Met o o be 4iA extruded to Udil6 patch and be placed wilt 10 days and shd be per eddy of Renton amrent standards / alp _314 314 Stan co Npm degrees seed, Shen foe M M stand. le gsekd to p0thc 11. Datum what be City of Renton. 1986 NAVO. I �a rrq{s • 12�M hylrads did be pdww with two cob M wall peY�Prselivdks pot m main 43-95 safety 1/6 bath, oodod daiia alai iaelt cable. 12 AN disbubed areas shit be UWW and matched or ollwdse stdliized to the satstocdon d the Department for the prevention of on-site rosion after the !! 11 pumper alhrectimm to face roadway eesahily. n(Ny lads r w0� completion of construction. / i �Ct71YC . 1 14. M hybats ibd be kddW per City of Rata Standard Dald for ore hydrants, latest revision. 13 AU pipe and appurtenances shit be lad on o properly prepared faundoliah in accordance with Section 7 of the current State of Washington Standard I 1S Al asking N 10 Nano ad rmdlr to webta n a tmhhwa Dew of 36 Inow below Ibleh grade. AN waterman 12 Miss and fag, shit be at a minimum Specifications for Road and Bridge Construction. Th -s 34 ''dude necessary leveling of the trend bottom or the tap of the faohdatim material. as well 05 STA 1 +20. 3.5 LT c: 48 bcha bets Sikh grade. Once utYiy eonGcb Dear, wale vaslas an to be lowed to clear. Placement and compaction of required bedding material, to ..norm grade so that the entp length of the pipe will be supported on a unifarmiy dense. unyielding ti Fg%F L 1/7 1& Al watenabm 6 base en1 longer n donsetor del be dwaul wMh 5 bap. Pepe bedkfiq shall be pea gre.� 6 metes above and helot the ppe pips deahihq rubber *W prior to dhnirow o iks °Pity pigs° dWl ht tcTr«d Industries Agra c.- ddride (PVCe and b vied ASTY D 3034. SDR 35, or docile iron dap 5Q 15 6' BLKG Swab -AS r apgrevwi egad. 1 i/eu. S. ialy taw with 605 irakmet« vrdhsm nitber apinq a the row of 'PC Wy. a o 14. Sanitary per pipe shall be po!04 9� / AtWaS?8Y amens I � a . 15 In unimproved areas manhde to extend mkienum 6 nabs and maximum 12 Indies above fnrhmd M paved area sow must dope in d d'rectians to DTL 3/7 17. °PIGS' dhd M eyibvdr slhgN with ballet nose « eprre oht TAa ambeolr r!r prlarrn the olessip wpraticn 9TH H f - i& All watamalm oil srvilen sbd be pvmoun iseW to a nhWmwhah d 200 pd r 150 pd over prdbg parrs in acardahce aith the peewcalians of the N H match vin Rea- 2500' _ 3 I -Ai D 1-3 /4°(REI.00ATED) WATER (7ly of Rrka ail tin y ` paving. Woiil pla Side No & Dparls at M pawns tedkp shit be doe In tin presence d a reprseentatkd of the alt d Renton. The Q o E I Au- Mkt k0 KIM � dad Lots. I, b, A 4% I ? arm,00 �� D VICES PER CITY gpanifty d war W (ran the mab Mali rat stceol the number d gallows W her a glad b City of Renton Standard Pfas t Spedlioetfas,7- 91.3(itj The 3 °� 1 I b= n psean Met net "Cud 5 pal dskp the 2 her tat Wiat t-•i it MtLyl NeNE A REs►ocNfikt, find SN�RIN m , 19. AN watennair and as do Md be denfxted by the hpcllw d a 50 win (mnnsm miceitrotion) ddarne /sat, "tim. DryCdckp Hypodlaite shall Z � a 5 (S(tn _ ' c % i I © loft. NOT be pieced n the *a a tall ddakb did be wetonl/bJmaW b nordeno with Section 7- tt3(12)E r 7- tt](12)F of the Standard Spod�fpu �! �-' W �L JlSCtN wart best smoo k Sii1N4 OF- tll►flfii/ 11KElib 20. A pro-•ecaaiuc0a conference is required prior to any cemleueUon. A wniam d the (5) workby days nctke is required for ndNddip. o LOT t I / ono Hfia A ogre 2t. Tent leer Z< ban monks sad be r 1 y- ( ) Mired priar to slartip no construction. U ` E le 1u1,iEA ►461tt(31 k SG1bli l se. I t 22 H kal be tlN contractors ratWbwlSy to man d aeonen pwmb peril« to starting construction. c � I (6 I,iMal f� �sss± . I M E � X A R6 SIM 061 A cNK me RIM W R NKL _ 6918±- AoeAts AND AM Tara 23. Installation d 4r j I arWab dope Cider services. Iihes eahl ,weirs Met mat be Ices wit d service ag eemrhts meter app'coiisu construction permits and If', 0- {W"fft EX. METER TO BE o ACRE) payment d fees have town wade to fin City d Penton. c s ABANDONED. CUT 15' WA j �I c rn h� tail - o� k CAP 0 MAINLINE Ig FF =3i5.35EAy�T. I I 24. AN amntila to oifip Realm in to M oaaampYMN by the Goy d Patam except wet taps stkih may be made by approved set top earktrayan with prnr �`' 8PvcfrWATWxAUtx approval Aran the Public Waken Dspariwat Al maarp aaustia and materials we 10 be suppled by the contractor on1 be Cie -site prior to City noti8wtims. FL * 1 Its 87 € I .i 1 25. Inspection will be wean III I by a rpra=tdb e d the City d Rata. N Mall be the contractors repor"y to mdWy Dowdolo 1. Services twenty for ROADWAY DEDICATION I I 9131 SQ. Ff. (0.021 ACRE D =305.7 (24) ban In edvahce of badkSlkhq d eonntuetlon. The contractor, a rd as the engkhers. Md keep as-bolt drosngs 620.04' ------ I srtE A. Ustractor b provide pk* goal tawWary Mon-of aaeailse it +ssili g awl WRY acceptance later to find tie -in. ®y - Px AlY r Aswwr 27. AM )skit restraint systeeN (dadds rok vets belts. dc.) Md be an nwuded«ad by the Star lioakcturbg Carlpay of Cokmba Oita or oWd, appoved in C. W 37 C.;NC. WALK _ EtEt! = 3 }53i writing by the Pd k Web Dportmhwt- g I 31 c r_ error GUtf@ �L BB - - Luli9 c' _ - _ _ _ - _ _ _ _ 28. Asphalt ad eoardw strset poving Mal bw assert too minimum dpth of two (2) Inches. 01 mot streets maybe pads cut Ala concrete. pavement 0 1 0 ASPHALT PAVEMENT $ j - 1 ® tarpon add mix o0olt patch dd it he placed a the day d see depth tak with a(pamiomnl, esded path to be plead of Renton policy, ruthn (/ PVC 0 k ZI t- = 10 den Call leer e . p s, AZ 2894 ST. ye is such Mpoetah pier to .the placement d u petal _ _ 3Q For City projects such se twhmetry eoNvN, the %C pj a ueil dhd M Al 1Aenm{eal passe Who MoY be edoinle n PVC pipe Sdvedtdo 40 h unimproved ASPHALT P�VEIpfNr- -- -- --EX 8" W - - -� anon and sMeils I10 pyC - - yROTY CL -¢� Y - -- _�- w_spuLT ravmErrr 6be lewder iepewd row Y - CONNECT TO EX SSMH B°g; ° J EL-315-12 IE= 304.38 SyA 0+09 1 3 5 LT a RECOMMENDED FOR APPROVAL - j;•' � �9 RIM EL375 -12 yr�TT AP DYL 4 a b BY:JX V� DATE: /- E. INV. EL. =304..79 12 Pvc 6x$ TApP91G TEE (WxFi) ! s W. !HV EL =3o4a8 (r2' Puy) PING f 1 1RFIICH PAIDU � i PER d1Y dF iENTON TOO �MSTORA70 TW coxmcr K �� LE FOR V& YLW THE LOCAWrv. 6' TAPPING GATE VALVE (ftldWj BY: � �•� :.�"'S�lt� _ DATE _� 5 Or VERT CROSS FOR POLYPIGWfG DIL 3/7 AM STW OWMAY REt;N/0ftN15 FOR A NMY t U SNU. . ANDD�OyMN �CF ALL EI�A�Oy{UnORM W,tya�HM SHOMw ON •• �-' CS#, caNxkift" b(/1Mf, eve f� t - AND YIRIIOmI 5PWm%i70 QQ116'iplcitON,aI: f THE SOU MUEDE By. C?v 7/P1Aarw as DATE. �Qk WATER & SEWER PLAN cuta+c u>wm d'ft •�H�9i io H (tt�,a/ SATE: � Ci �" r • =34 �w'i�HrFMCariHra�i]'T>tt av1DMEOd��cOnr�E J e BY m 4 cC0hW r �w upol.W AL PR09UW u:.........:.... :- ........:. :.........:................................................. .......... .......... ............ .---- ..._--- ...--- : - - - - -- - -- ..................... ................ ... ..:.... ......... ....... ......... ......... ......... .................... ....................... ......... ......... ...... ......... ......... ......... ......... ......... ....... ......... ......... .... .. ---------- ... .... t: !3!3 ern > -... 320.: g� .......................... ............:.••----.......... - --.................3L4... -----....:......................................---------.........-••--- .................... :..:.... ...... 314.:.. .....: .�a_.......O -GRADE :- .: .... ::: ...:: ...:::... EX GRADE J.. .... .. ... ..... ..... .... .... .. ................. ..... . 336 ...:. .. ....................... .... ....... .......... ....... ........ -.... .............. ........ ..... .. ..... .fie :... fi 316 .... q ..... ... :.. .. .... GEx- GRADE. .. .. ... .. ........ ... .. ....... -. .....- ..- .. D . I 1f(I. Q O DAD ACL - - ... .. ... Z - : : : EXB'.VATER...... ......:................ .........:.........:. ............. ..:......... :........ : :.:... :.. : ..... : ......:.. .. ...... ........ ........ :... 3r1 ... �.... EX .... ...... ......................fig....... .... ...... ...... _....... _. ..__.. - - 1I3'8'DI - - I. 3 3 STN I1+T8.T 3.5' LT. ; :WATER SERVICE. TYP : : 49' 8' PVL w 0.4% MIN _ _ ' .:. ... - . - Nsy�E�y,l k,g W W w .. uE p E - ... - . ..... wWF335sANODIE ... 4x { APPING T ERIJxF) - ;NEW FIRE HYIJRANT 57 8' PVC O O O gg - 4 . ST* 1 +3a. 3.3. LT ... - : :............ .....: ... : :.......:.... . U 00 GVCF�.xMJ) LUNG BLKU .......................... \:.......... :.........:.. ................... ............................... ....... ..... �3.12.IEi30A39 ........... .. .... �g ......... VER..-GRDIiS(MJxFi) ..... . . .................. ............................ 302...:.. \SSH .. - 3aT' ::: U U U REPLACE Elk - 2. SSMH- RIM=311.65, IE= 302.81 : 8' Ih= 312.10. IE= 303.01: - ..... .. : - .. :: :: : : ::::. .:: .: : :.... .... :...:.. . Eft !i• RIM =311AS,;IE =302.58 - ' a a a - - - - _ :. . . :::: :::: - :::. SCANNED *1111 2 0 o ......- 0 +bb ....... . ........:.. :..............-• i+ OG..........................:.........:.........:.........:.........:...... ...:.........:....-•-----r' =20' Hoa.............................. ........................,: ::::: ....... .......:..::: :...,::::1... ......... IM N z a..,e.s9. aia�' WATER PROFILE ;: :oY�. ONSITE SEWER PROFILE r - =4'T n�VE 2f� -N SEER PROIILE t vEaT. � I �J N N N A� R I 01L L 913, F R M we � a