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CBD Shattuck Ave. S. Interceptor from 3. 4th S-401 1+ to S. /th St. BEGINNING OF FIL FILE TITLE 5 - � d � C6D S tikttu A � s. iti ft if epf. r f.on r• 1 """' mm o"Mc so. noon,�w�u..wA nn, Pb, ".41 n.:er: City of Motor offlco of (,try Cl-rk 200 h111 Ave. gp j , 4., •�_ rentw+. 4s. 1l10S3 IL Kutica of lid Cs" 264" .root Veto tnetsllatlon !A linos 6 1.10 het 11nr 59.4U 74 ltnrs f 1.00 per lfnc Sj i117.W Less 13% disrowt Published rrbtwrY 19,2e. 198� "*,I 4 <af tas•„ Affidavit of Putblkatiott STATt Cf WAMIHMi4 KlkG Couwry—SS. _ TWO w wwvligw r arils sham.Ow t11 Is so a twit w�d d1a�1p1�Yw�r EMI IL to Orly WA b=a i 046 weft wpWwe.�tr aMiO�I�YY �y��,,erl�ywwir, +�'-- IMwiak Yiww W irlir�M at rri-pirM4$wn « 1W rw d�e molms"d a LQw twom of �kWim to qIY LU T iN! ors ov W a r the 2 Covet wiw .f Mij C.a ft wtN ►f "W erks.Is A&�% VOM WWAMA oval*MMW M rmww Iwmee.of TVA PMIT J*wma'of Cawmwm"""a eMalrb iealwW be lY .rlarysra dummy 9% MIaM Hard PWVO The Mummd noon a feel 1,N M &L. 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TY Ktar t►uAl i� ravnr-ot`rtll ( watm Lat"mor M. t vatar Ip./A"to"I fy. Kititf Caas. ►w - ♦prat Z; r Latt ~r -« farm Ip.1APPTara1 IaY }_—� laar►a lap«tIw Eaaa i sya W o"It - CA" WIND e �r Eayttstioo Dot* ItRAl Rt rr�r01110110111111, Dr«rirtim at York asp /fatal of P«t •'`- _ Adit «. 1�.. At nt LIAE2Lm. omom nA Itts011t Attiont PEUII "a rmlevol om t. "to van- AM UM MpoeWM UITUtU "0 AtiUT-W-UAV * Dtl $too will 0" AE OK aT A Lp=mm. umm L'fI11111ACToa. WCATU t'TILITIO alsufst LWALVATIOL. CRLL /1T-sill 1a1 *Nwwt Y• W'. Mt~ a AU aM • AN I^t AMLumm MIsaWaA L sn"V w sell Yaf le I t Uasa ttn pay "I"* fm Lapamrlor is aaratry, M.M.IC Now DIkKeto nWWV TIRE Poe lowscl m. CAL:. 21%." for avaar aaiwt mt Nfiit toi ili a w {yMW. 64-00A totATMIS �Af SAIOTART SEWER SYSTEM LOW PRESSURE AIR TEST PROJECT +5 C 'si+I�+ fCiakw ATION LENGTH K C RES►XT -& —Z. - 4- Ameo- dj .ir wz jet%. flit.-"w u!/ - �.? rr c AJ6 _ p.�►.�w Att its � ; ■ | 2 � | 121 JAI 11 $ | ■ 2 � ! � |pf l� �f . . . ■,� $ 2 2 ` , �� � � | | | | ■ „ � � � � |■ ! !■ �|!! ■ ' !| | : ■ ¥ � � | f � § ) z ; ! � ■ � � � . _ � , � . . ■ ,|�� \ 14 � ! / it � ■�! § � � 2 � � � � � f| � � � ! � � ■ ■ ■ \ ! | � # � !■ � � !■ ! ! |■ E J � r � flit s l if i do r Is jef e! &l i! i` ! ! t ! i ;■ a 11 Iiif I is r 0 r so •Si4 j If If ira � � _ rz s i i i • � i � f, 3 i i i a t i i III; fill Is 2 A� t t • t f i f t f � rtfj if f • • • • t i t a s • • • • e i i i i a r •t • rr ' s i . , • . t z : f r #i!, 1 ; S loll S s s = s i �jll 1 / is I • I I • . 1rr earl ... . aw a tor snow,"a M� �+r Mono am snow w a 0 a♦a a a aaw,rw,r aaaar IN aft IN OPINION aA as HIlgtr Maw araar a" as a" r aM IN ♦ ► arra aaa aaa two am amen a a w aw,ar as as +a {,�• ara aaia $AN^ �.�omwa Mar ► aYw aas aw, as w a •I rfa d" tows a►a.aaa al ar.00 arm alb ► aaw r aa.w,0-m*amm w .a Ya aaa aaa U" a"a agar no M aJua ►I ♦w.M MD ♦ a as aas am M url M ►a ►a Ll" an IJ1.a ai • v w Maw ar%" w w ►a Y •a a.a RI so a .a"aw am M m Ulm as as a as Loa as M4a as ama a a w.Ias r w •a Mae 4aaa al► ta/a • aa.a..ar,a♦aa. ws r �% wwa GAP,* lama iwl a �w Maria arw ti w,a ♦a La a a a y►a ♦ ar~a. �aN'��� *� �.•a,a to ants ♦o aA►a ► Moo ft:m♦arm ta ra H.a kola wa 'Abu ♦ NOW%K00%rm arw Ida in ISO a..a a aaa as w,ra►..Maw w Mann aw,l aw,r am a ti ww ►a a.W.a ♦a WIMP t s JEs, We state M+w..•err.rw�.,I IrI I 1-4 w rap ale fir•own AM iM w to r am.,w see u www Mr•r area alMale N le e w M•at. 4 U w Nrl omm r Op AralO� rat r�wmr aw►n rrM. 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IWO ae u.re aw aW N we WWe we Y.Mw aw *.Me a alww blow.I..N Iallll M • . . . . • - . .tlj f .IN t t t t t t f t fitgo Or t • • e ! : z t t t= v p ► r r tr r i • � 4 for s j tr�l Ito i t �t F • �;i t c tip s t Jill s s i 'mi : l�i� � � • . : . 3 � +� i s : i . i ij. i HIS • . •a 0 • s • a e ! : =1 a 3 R _ a e i �r e � • d i '. : � � � � a f IkIlf r t jig 1 I laid r ;� r c r i r A L t s� ! t N f e 6 "p d � E � ilif s � � ���� • • s a • ? t • • • a �I � � � � f � � � � r � ���� a c a • . f j ��� f i � # � # $ q 3 � � a a a ■ • - a • s t,j i � � � � 6s b � t d ' g i =_ � i � � !i �i;` � s i i I A q• 9 s !� / f �Al t s b � i � f b d � �1�� • i . a • s s RRs • a e ■ c : 1� f f � # it f 6 E � I s • �'� j s : ' Q t � � r i � 7 ! !� � 3 _sg 1 !i!• e � � i oilf i } . i i ¢' 1 ! 3 �■ ►iij. s t •ij, �f/� / e• • e a r V ! / r t t � �'j t � � a � � � � � : 1 �fj� � �J � � � � e . . � � i � t t � � � � � ���� � �# _ � ; , ' � � ail f11 il �i � i f � . � � � �� � � �� }i�, ! !:�• � � • t tr Mefrop Aitan seettar FnWrwt� •air tie.vr Aw..latra •exM gowMd+et e, it" City of Unto% No Mill Avenue South Denim. teshUgton Ngss AltentlOnl arbert L. xergstrow. P.R. Rnginwering Supervlenr Cent leeaat Sa11tary Sowers fatattuck Avenue South Intercept or Satlefartory certiftcatlon pursuant to terea of Mstropolltan Counrll ResolutlOn NO. 2133 and Conatruetion plans for the abuvv pra260t have be+rn submitted and reviewed. The plans are hereby approved subject to the follttwlner t, Mr. Jim Hawthorn of this afUce (photo 0ll4-1102) atoll be notified at least two working days prior to eorlstrue- tlon In the vicinity of Metro's 100-Inch diae"Or lotes- OePtOr sewr. 2. Ourinq CONstrurttaa, no atebrio shall M' 411awr'd to enter Metro's /W-lard tntere"tor sewer. 1- Plans for d•'stateunq ad)Aesnt to Metro faeilttiws shall be suhmit"d to Mr. Jim Hawthorn for Metro review and aPorovsl at least fly* #Jaya Prior to Conatrurtinn. e• 'tee t'eeltensm to the 10v-inch diameter tntercwptor sell toot he bacitfilled until t• has he.-- tnspertwl aril apprnved by Metto. S. The to-Inch connection shAil be sede at least two feet from the nearest joint in the 1"-Jock diameter Pipe, and shall enter the loR-inch pipe within the halt quadrant above the aprinq line at r slope not tat exc", 304 Atat,vv the hOrtaontal t"U" you would it%* to ark# the dena#Ctt" Pive rror MN-t to the lnt#reeptor 15-Inch ad inste Ot 18-Inch (see oatesdale Avenue S.W. No. 2!. City of Renton Moveahar ♦, 194s Pao* Two 6. ?he new oa+nectloa to the tot-Inch pipes shall he scde by core drilling enl uae of a Ror..N.teal Root as Rls- trlbuted by ►,I.P,K„ Inc., 4601 South Orchard, ?aCCOu, nashington 98409, (2061 671-7172. ?:we connection shall be plegged and not pvt into service until P.he tributary system has been claanM, inspected, tested, and approved by the City, 11pon caapletion of the project, pleass turnish tN, municipallty with a Cupy of the tout results. Vary t.uly yours, Man J. Otbba RX40cut ive Director byt Richard K. 6andsas, Director Technical Services RKs: )he rc, newrt.swmt of kcolo" 4OPMETRO pality M Me4ft4",tan tirattk• txhare� �aTi��t Ae.Sealtk 1YaJ�nrtti..'eMDf •.• Reptemtvr 13, t9gf big Williams, Roth a AsaoClatse, Inc, M Kirkland kvunue Xlrklaad, wasAinglon 980)) Attentions Mr, pppelA N. William•, P.R. War Don: city of Renton Sh•tt k l have reviewed the Preliminar Which you submitted Sept Mper tjplan• for the above pr'o�Oct, n4 consent* . 1986, and have tha fo low- the 1. Since f•cilityedt involves a direct ;:prnsction to a laOd use CertitfCaUont lnoaccordanctGft eehell witheNetroeC for oun- cil Reeolu"on No, 293), gob Hirsch of th U office tiff-txfsl should a eont•1*4 to arrange for certi- tf84-ton, I, The 19-Inch diameter connection to Netro'e 16f-inch diameter shall be Made lw to, and use of • point.Seal boot as sheen on the attached merited or print. Ptogro ), atorineeing of Metro's Rentun Treatment Plant require. 4to"re diameter sewage above the +,eve ion of the proposed Trestment1Pl4AWrsePre occessn4rmtrol at times. Renton pyfter, r> contacted at Supervisor, D1elt seeege level 73f-){tlo to find when the scho,Lis to the tOf-tn,•n diameter interceptor is connection" be allow tha proposed 19-irch dtamster 1 enclosing a draft of the letter I will respond to the city with upon submittal of final dtawfngs of Williams, a.,th • Aertxfatee, Inc. aerteaeer Is, HNC ftge ?in the lrtoject, hrhAps atvw of the coma►:ate in the latter can be ieaorporetod so "s wwo}ert 6rwwtnga, Very truly yours, Ad 6. "Awtharn, F.F. algn RnglnMr Jtmzae Attacharntai I Bob Nlrach - tt Oick finger - !IM •i (f1t�61'r COIfMtTt411 I.iE7f'a trsA ttLOi.illlOi MO. 1l331 hate. iiata&! htbl l Apeni'y} f iMnOOI dtta!1Osra r unitary fowls f y y ' s El TI�/@df PlI�C 56�✓E+< tatttfa:tory cor'tittaltibo pyraeaat to t•ras of Notropolltan couocil "Nolutioa Mo. 3933 "A ooaatrwtLon pt&Rs for the &!rove proSeat have 6 Oti wbaittOd aad rOviOved. the Plana are hereby APProvad, so9;Oct to thQ tollovirwt AN-dJMf 1. Mr. its n&trthora of this otttco (phone 44304644,4 shall be ratified &t LOW tW MafkiRV d& • 11 for t,I� Onott Yc- tion is the victnity of Motto,l� I.tB�s'ltE� 3, slur -ny ~r4cttIn. '< $vbris &hall hw tilsrw,l to rntwr lk*rols ►.....--*b .woo 10 •nrnttst� x -y .410-•ant to Metro facilities &ball ie Ravthore for Matro review and • - days pr for to tlMarract 1W1. •��_ r 't Y < rbs t t tnaapproved -ar�.t�MiM r i • it so o0anectton stab ,rats%*, "m mm cvnnw-ttoo to too Obamlo swill bo saw by ..". 41111109 1" Wpe of * Kor-a.xe*i soot as dlatributed by p.t.i.t., tsar., 4401 Louth ovc'. M, uoaas, tl**hinetc.;. 964011, 11"1 %tl-tyil, W .l`. th+ tttMw*OttOtt *call be plrtpod snd not. put into Msrslre until the ttihot*ry system 1NN1 clwne4. tneg.cesd, tested, •M •pprly" by the ry �. Other, Upon crutpletton .•t the pto)ert , pleses furnish the xonfetpallty w4to a copy of the test results. Wry truly ytwte, Alan J. Gibbs executive Mre.'..a MY blcw*rd Y. Samises, Dinwtur Technical 1Mtyices exatdes:*e :: tw•per t erne of 91+OUM), I �Gt7NF�E I E UDWO ME T e'a. tv4+l:kU1 A'S pte4: `M.C4 G7NTFi.aL. tC» 'Tp`.T KO N S 6A L BOOT eA"f C'�R�yRIIUNG, cone "" . i1611i1Jtp TQ DATE 9L'flCDifUNC ANO NOTIF1CA710N RliQillO{71'OR ►RE•CONSfRiJCt1f?N CONI'LR FNCT NAME OF necrcc7: PWAL,LATkw -CR,_..�lw% I eat T1wr e LOCATION;1. Sat t]atr Z %ad Tt1at L" 1�1., `.Ltl ilattiet m Wor y 't Clfya roballl Calhrrmea or a1a J�"`— 1. Nullify Apt'o'a1 d inapvrtW --•••��.DuLlL r a NWify Cuatracta!t>tve;.kar p„p p ���, ,_..�Vk►.�L-__,__.._.,,_._,,,��,�^. --�� Gsraf• �t71L.__.._ S I ill out altathod loan, ma" apMq'rMM aamt'!r of Cap'al, %ad rr alt ro�i Noti(v the fnru, gay c,tx ttepnmrnn Ot'rmnnN p to IL. UNillo (may! I'" Dr"rimaat Pd1n D.-+rbaem Artmtat Traffic wportmtat VISCO a Oa/arlmtat Water Sh" �• S'tn'tary Sewer;rwid "- - O'har — ;. Tehpyy Mta(Oft I"eas- oatlpaaiar -- D"Wrlaltnt W T aagnrtara+a fll Y I4cific N K Roll cnmpaay lld•�OI2 put" foaad paw' t Light Cmtlpray b -mm a rims %tanM ('11, t qht 6211•3w1b. X Cu* TV � 111.675i waah-nfton Natural CAi Con"Ry W-4'767 motro_Raa newt" Ya.169) ItW4 cam" lmomma 1N•0110 -•� CRhar # � � xvur�• u�x ,� ,�, . ... �r �� .. i iTv i(IIt JOL.iL4ll( - - •tV- 2J0 FII( ♦!. REYTON Y► 9a0fS 1111h 12/2S-4861 (Al2F FTRIY440 112.14f07}i'mmTICNi 044C 2f9.f) f12/24 ► PT 249.%3 CA (CEA( ADV. CkAa6F4 11w/RT;Rt0l1 �ay C.MNiI i i1a UF�f OF t CITY Of FIEYTJtV COTIFI(AT10% Ia .. ♦ . w� ni�iw w I a. rAI I Fr 0411 t FINS �.2!•.0. Box !30 - RFM1� YA. 'E0011)2-Nye ♦T.1♦ .OQ .00 .00 � .00 ♦Tal4 �,s�-is;5Z R6Mr�Atn 21ir O�rrtYRAc �... •w..w • .aw+naaattt� •aw+n��ar•�u.rno YM.YI. dMary 2A, INI city of Avalon 9MIiC with k"emm"t OnivAltilit7 fr4iaeerta9 m 0111 Stwet Sartn Roatea. Y1mA14tM 9AOSS ATTENTION, W. Who leao•t A! : Ytatt Yct $a~ w"O intorceotor Sewer %aaole StatiMi" Oear lMtv 4• u•at to year rec"t reouett on Janwry V. 1967. w %avo aetormlaeA 403 troMtlit bereeitn tow ttatlaalaR for the aee "molem to be cwStruttad VOW the 6e02Nt W*Jett. tNe mtO Mtq C1aalatem al tte iMMectiM N Cee,terllaM of SMttwcm Aveaw Y"tn ena South !oveatA Streot One ere tabu- Wee a6 fallen. 000hol„ a flt ti OffRat 1 0 • 46.00 %.00' Left IA 2 • 66.00 :.00' Loft 2 • ICAO S.001 Left J • 79.95 1.S0' Runt a 9 • 10.21 I t.00' Right S 10 . 12.19 19.00' RieAt 6 10 • 63.6% i.H' Rio! 1 12 r 62.66 t.SO' ai�n! e'fame (ee) 0 YOU reouer• *My eaeltimAl Inforaeter•, er MIStlnCe. Yeti trely loom. a� oILLINIS. ROTM AID ASSOCIATES, t'a. .�FCEt?E� f��m�o Suer✓r JAM .1 0 1W' ll M. Sew. 0.1. Project fI*Imwr JAW .410 P :R it!® mulls". ae0t4 6 Aaaaalstaa, Inc. 939 . tRIGAW Avenue WA 9491) 'rol• : �3-00} ood dSattnc]c rw iatarCar4or SoVer inwioe vn 12 aasiga 9t�asa OrtoWr 71 . 19116 sib" Ob. I i;l�c,yy ae; Aantoa ►dlrlla Ferts 0lpartment 206 KL1I Ave. ao. Raman, MA 114tV, Yn rsaalaaal aorrie" tar %m paliod 10.1-66 !through 10-21-a6 ttograsa 811"Al - roe attaohod pr0yrosa report direct salary casts, Saurs atr Aftlawt Tro set eraragar 11." '!t. 7 706.TO Eat miner 19.00 1%.a0 34.60 Urattats . ,.no 11.6aa 146. a Cleriaat 1.t6 r1.7lS i6.1S Total :?hart salary 'l� 1.6tia•61 1 1,1N,41 •rNrlts," Coat 161.N J,i i?.Jfl wt toot 1S9 S1[ '• ++tract then 91atary C4aQi• Travel outstde Consultant - calla J,tdn,od TOM win Tits VtaiOD 6 6 r ,440.41 OR �ii �"r �3 r1.0+/""l'�'!M </2�(a..t�•l�t'i^ �Y 65.t'! ��7M�'Y°�� 1 � UMrRimmRl D..► .....a'�a,rs. •aewaAre.ver.a�.r.n...... . *mmvwtmu mtmmer�aeawmm ♦Pe"tww CITY OF RENTON SNATTICR AVENUE N.E. INTERCEPTOR SEWER MMESS REPORT October, it, 19N Oh October 2, MIA A Coeferenke was haid at the offices of the public WO'*% O""'fam"t t+) review Preliminary Plans, SpeCfflCatfons, Cost estimate% aMl the draft geotechnt al lnves:igatton. Present wen. Bob Bergstrom and Dan MenapHM; Russ Snow and Mn Williams. After discassion the following concluslons were reathad; 1, Asphalt $Ad aggregate gvantltles will be Converted to tons. over. lay will be W/Mnth thick and 00,a4bd td Jost became the r'etvrn on 1ntemoctlrig streets. Restoratl. „f pavement workings including ea+nt mad buttons will be mare a part of this contract. t. %died on Information in the grat*ChntCfl report, dewstaring "lit be a slwiflcont construction problem because of the high "ter table and type of Soft. City would like to "to ::rushed werslte for fnunda- ttoc, pea gravel for pips hedding for the PVC alternate and Class A for trench hackfill. These meterfalS are Slightly different than those reCOMW*nded In the draft gent OChAICal report. WRA asked the ""technical engineer to chock this out. Pies and specification Chances were eade. Ouantltles for Pavement mark- ing werw added. On Ortnhor 74, 19R6 the final goot"hntcal report "t received by WA. The report was delayed several days due to sortous illness of the prinClpal engineer. plans. Specifications, cost rstimmtas, schedul♦ of Prices, ?feel "a- technical report and vicinity map were transmitted to Mr. gerlistroe on October 27. l gilb. of fah Miilius Rack { Msiclatea, Jac, fb$ tclrgt�s34$ Avoswe a1,YRi0ad, d+t $w�33 pr+}wet: 15-903•aan erattrei Ara Into-Cepc r Sorer; lomtcb lb. )jr' posit* paosn uctaler to, 1041 PA- C ityr K isr to►lic :J$ kill Are, jto. Roatea, MA $s4SS Prefossioaal SorvAc;os for the period ,t• c-a• earoaga i 3s-ea •........... ............♦....................».............. .............+..Y Progress willing • 90gittachO4 progress report birect Salary Cots: Hours Note Awouar srr� �rect Nanspor 11.0 .+,70 142.4N tRaroft�or !.S 1' ,4.` ri.ld votav vireet $Starr 53.0 $xj.*j yJy. g mead Cost (143.64) 1 j2g g0 wet too (1o0) 3jS.41 Direct Rea-$story costs. Travel JUN THIS PAR1."J ♦YeaaMq� Meru Mw/ha awtan► .•wr - 'w.rr++�.. ai •.. wrA Gttr Of KNT4 i MIXX At?[NItL 11A. tittEgltl{Oi Ut" lN,�apilpi 1Er911t _._ OttoMr 10, ipg6 1M test poring ?or tM glotKMl:al lnte6t+g4t1oe ws '"filled oh Sepvwbr 11. 11M by fah•erte Consultants 46. OR rfptawper 14. im the draft wilt report was received. Using the Vsvltl of the poring and ether data available free 09100 records. Clever" has contiwdad that %to woo rear and the silty, sandy sell will cable defln/ta problems for deep con/trvttion. Oil aepta4per 26, 19e6 Don rilltama attohdad a nvi • conferenco with pap Bergstrom. A copy of the draft geotochnlc let lnNstlgattew ws given to Bub. Depth ')f taw•. $9.16 6h4 tM nQvtr*Wt% for a futon street andarpast at P Ultroad owes dbCwned. it was decided to niee dpth of tie latercept" satyr. CMhgn to plant were ales Draft 1pcificattoas wK prepared awed all "entity estimates wre node. Olt 7 dd ij Convene Consultants NW aw.rwrr �t .w ar..wore Sgtatper N, itiM tIM1f21i-:.; Y111l�w, tleth a Msaclatet, Iet, �� � or tlN ct nt w Atroawwe s p . tinleitd, wMtfpten �:ti1J - 1 .. Ltalect: � OM itaitflMll.AL llp[STit1�T10M h'apaM St►attata Avanua Ietorteatar Nnrtee, wshtaQtan ,all ro0ert tawariamt tV rnultt 0, Or lip°.tad 1 tneettt. eatloe fOr tea praa*%" Shattuca A.anue Intl ,ewe pailtar, W%fti"%an. tal d*"rlta; Our piaMed SC of t to r Mel Prom, data .wtlr 11. 1146. aid rat ut : tan t^ se ,tut. Ia, 1"a, Two Nroom wort opt n rt.taw M1t!- tM oitpwrtata litt'er"Ilee, oft to t a $011 fed groueUater CamdiNON, davel t hni 1 "A to aid to the datiyt of tM aro1 et. fed •�rt1�r� fttgatiun if lecattarr. 11a vidontaM the pro sadArojecd r1t1 :onsttt of a new a-loch dtaw_ O%Or ttvttile trot or P pipe DegOhth ShattuCt A Onua atMJinq about 'r'-, raft from South FOurth Strait t0 South Setaeth stew. The levert 00t^ ■t! iN appralm"Oly OVA feet it the earth aM dM at tip *Msk W taia mew Ofaellaa wall tap Into the gittthq 100-inch d"ameter IWT*O taitt`de Intertaatar which rt approatmately PS feet avow i0%.e Sereitth ritraet, The etpel lea will crass uMer the llurt ieytah eartMrn railroM dpNwireait 1dt trip.► f; // a 35.lhCh diaretar }itttd ttW tattoo. i�rtiw awma mr we err ro 30 010401 0 pMtaR4wettteettmn w'to Como"awwMleW eamwe .y. ►Ma UR VAT1011S The "014 eaPlerwals conststed of one baring #Hiles to a eePto of se- ptasseately as fast 00 SestaeMr 11, UM. Marini A.: rat local" aweat"011 en tM aligpmeet caaterl/oe MO aMlat I0 to" dust of tens PitaamIt 03ge, at -am at draw$" 1. frill leg set occuol low acing a trmte-GotweM slowle t-O is"it r" V6114 }frd./stit I.S. busiest trta alter. Seaties tow" obtained at selected Own tots"41% to con)anctlen e.th the sta•datd Penetration Test. OrWiog eparattons wart observed by Mt of err field *"IrA rt who classified sell sasolas she lotod sWsurraco c0nai.I4"1s. At the compilation at drililog . a #**Sumter an lintatled to Permit frtrre is"Itortng at 'rhnswator le"Is. The Pittfle 0r Installation consisted at a ode-foot 0". %lotted tip "ol+"� Cale.`tlse botti of the %0�0 and a lit-tech at~*, PVC riser �rPa,,aesttnd�q�o tM q-arnd Srf tea. A cost or" orAwwat cower uss tbtilltPe 6a o t the Pit. aaartar. ��` � � ' lAt)RI�YIOr I�IIt!'Y we Condr:tod a L /'sj11 f�( nsjtIpws"Is lnr*reation in the arid of the propose0 ww a1 t. of reviewed a Solis rtoort tmtitloo •final Soil% Report. Gets tert"tor, Section 1, 12011. Raatiwr, Washing- ton' Nted wry 12. 1141. and as-brtit draw,nga of the METRO fastside lotercogcor which rain beneath Seats Soventh Street at the forth ON of the Proposes Silyrgant. latatNtioa tree ")acted baring tots found to the rtlforontas were CooslderW In our anslysit. The q*row'edtt iota• tenons of those bort"s are Showh on Or "leg 1. The boring log% are ieldsad at the and of this raw . 0 wars wield• to locate any adN- tlonai %di'% lmtrm ati0a in t-a vicinity, sith"A attemett .rtro 44.4 tnrayh saverai tow cos. eWwieornarrlew SIRSWACE CMITt0itS S+Atvr+ace condition amcuaotWW is the shoiration gen*rally Consisted of recant allvvtal 44mits assilsr apprasiaist*ly 1-112 tact of Stowell) sand rood ftl " The alTwviei dapesitt ContiSt*d of an imterlsy*r d s*- quenca of rand, tilt and 1111ty SK4 With actotiow organic silt labiha- t+ors and Sro,e' ley*n. The Solis were generally very loose to loose or very Wft to firs. Tlie Wins log it rvothit" as OrWO2 1. The groundvot*r ;*eel wet measured at the hale 9t our exploration and one wet attar drilling vet completed (SspUmbor 1s. 1966) in the ple- r*saler, the Oro• inter 1*v*1 on both wet was moro*teately g tact "low the ground Surface or at about elwation 'tn ber"S ions froo the PIETRO Eastsio* gong:al alitvial sequence livil_r to that found it{ta� ��oneI"1 illvd for Lhi% tovestigation. The tlnwiwaew lave) IndRa for try t boring drilled by other% (t-a) was appromttaoly of v an 29 Qri S*oteaDer s, 1960, which it Syverol fgat M9M. iha, he vR�hawt*r love, aeosured in our pieto►eter or Nptamber lg �. ,9 . \ .,.t WSCUSSipb ND WCM1111DAT1ONS i Wis ral 'l:e proPbted project appears t*asib)e from a 9*otechnicai %Undpoint. Nigh groundwater levol$ Will need to be :Mittdered in both the d*tigr and wnstrutt+an phased of the project. Rltheagli relatively soft. cam- oretsibl• abilf *silt below oropdsed invtrt 'e.el%, net loodih9 of these wis oowu be aasfool or M"t/vat, and attentive ovaraltavatien or We, tupnert it not entic,peted. twwewr fw.w�+w w f ^a. tlrin The groun4water level at the time of Our eaplorati . i MS at a depth Of nine feet {app�oxlmately elevation 15-1121 and was reportedly at 01"4- tien 20 In k11i0 in the vicinity of the $"the" termMes of the project. Excavation Will reputedly extend as deep as ll-'tk feet for the &IIgn- SAW nortb of the jactM crossing mad it feet for the #I190moot South ,.f the jaCRed Unsling. The rater-owing sand, silty sand, and gravel :ones at invert levels are relatlrtly permeable, in our opinlof, do- wowles by "fans Of %will will not Ot adequate. IN recommend that do. watering wells be installed prior to starting excavation, the otwater. ing system Should be designed and Installed such that groundwater levels are lowered to at least two feet bn1Cw the 41"irmam ant ipated depth of excavation (Including at least one Not o! petrel /t and replace- Nnt). Portions of the soil profile are rtla fIy i • old (slit) , end it is ;Ossible that the 4/wat#r,n9 welly) tit ilsko more per- t .^ stable layers (sand or gravel). We oracco eAdr that the casing be Slottwd end backfilled with gravel �hr0ugh the entire length to Inter. cept all contributing sell ;Opts, $=ring may Induce some surface subsidence in the vicinity.0%.the sifll; therefore, wells should be located away frameUr4ct4h% that\could be damag/a by tettlamert. If signs of damaging "ttlement develop, a groundwater recharging system may be ntc OSsary,�I.Detai led as Nsamfnt of building Settlement is beyond the scope of this report, b,t based on prevlous experience In similar soil conditions, we txpect approximately one to two inch#$ of settlement At the trench due to Increased stresses during dtwatering, Excavation Considering the g#nlrally loose or soft consistency of soil to be eata- vated, we anticipate that conventional a cavation equipeent will be adequate to remove the materials from the trench. Temporary shoring or I IS OM box thould be used to Support trench wells end protect mortars. Stability Of trench walls, And the pre'&ction Of workers and aolocent utilities, /s the responsibility of the COntrKtor. cv w e Cr.w.w N .g. iomiimatiam Salle EsposN foundation soils are apdttw 14 aasfat :v very loose slit) teed ana sort silt. Ev41% if the grimil t to level is lowrea as recom- "r4", fownd•tiaw sett bill east !lily be was, tq will easily be disturbed by Construction Ktiv%tiM. 1% t!terefore recommend that evta- vatiee be performed with ► swoaM-Dladtd outset. that foot tra'fic an foundation soil% ?t miaimtrea, and that t%* tretn.N be over"Car Ked at %east It Sachs% and bacsfilloo with gravel berrow (aaasiag the specifi- cations given in Section 1,00.14, wSDOT Standard S4KiMcetiaq for Mail, DH490 And Nanicip4l Construction! to provide 4 stable ■or%ing surface Ana to protect found:: ion setts. Where p" w pr tyantc sell% sit ospdsed at the base of the trench, WS aver A0"tiee should so at least 24 inch!% do". i At manho!f iota last, we feCotwtnll V1at m4nhotes be provided with a layer of gravel borrow as rwAueatendld ato%e at least 12 inch!% thick to protect foundation sailir.� for the%, racoemenaou blahs at support. a design bearing capjqty of 1,000 pounds par Square foot (psf) 7s retol- mended for wan hNslgn. The silts are relatively compressible; w estimate that Mat, Mtreese it vettlCal load below manholes will Cawae Settlements on the'afder of 112 inch for 6wholes, and approatmately one inch along the trywth. leadtnv ib Is-fMh dueler pipe Mold be beast in "moral ocro"aace with the 1986 YS00T: ADY' Standard plant for 4041. Wdga and Nunit+041 i:.n_ structlon. Standard r14M 4-18c; and thr 1984 MSDG1 Standard SaKlr,;4_. ttant. Section 7.10.3109) fat bath rigid and .:uctilp iron ptpn%. tnis inclu.as four Inches of ""ins material below the pipe. we to the fiM-gfAlned nature and high moisture content of the natursl material , wt recamWd that the cleaner •grovel b4irr1he be used for bedding father than the recaamNdtd gravel backfill wnich allows up to 1S percent by wHght passing the U.S, No. M %%eve, Cs.wwv ca...Av.w wr (Ntif111 gackfili should N floeed tccordtag t3 the 1/04 eS00T Staneord 30"Ifl- c8tloae. Sections 7-10.3001 the 7-14.3411). irvtial bacr"ll ahoild be tahpoe slag the slap aM Wwor t+e nauwCMf of tM pipe and apeald exceed at leet% ais picket over the too of tM pipe. the fill sthiold be placed Ut tata lifts fight locket or low) ame 44owt4a to at Idlest 16 pbvwt of the Somboob dry density 161 determined by the ASIN P-tSS7 coebection test pW.eteh�. tt Is rocoawewafd that backflll adjacoot to aiok0laid Ci.atist of grovel bereft as recawMM Skase to ordef to fbcillt}9r d(SCODiit and Ctepec• voA in a CloNty CtfNaed two. Tao f�"ya+d to CUMPOCtN lisioar. If t0 eseaw Nc nt tflll tpr pipet. e'sebmld to W-ft It of "eel, w around the eamle so that whutaKed Mardi earth pretwos do net MnlOp. Sod s eacauatfd froe the trench are 4XWtnd to M met AM fine-gflieM, aM are Mt rcdri111dered tattle for rewa as batatill to arets Id%ere sobsegwent i�tttawent of the troach beckfill is objectle"ble (seta as under atrtetS Thomfore, 1t is retom.:naao !hit trench %polls M hao1M frM tke�tlte had be out" aka that '*Cktlll material N gravel borrow In actordbote with Section 9.30.14 of t14 WSW Standard Swift. tat tons. jrrth ►MBrds For boodtng and WOW placoo as described atlort, we MowMM that the pipe be designed for vertical toll I*"% ""I to of grotto, the$ these ""nod an rigors 1. the faluet %haws so fllpro I art ""d OR vertical trench wail% with a tre,C% width of 3-14 feet, and mist unit might of bactfilt of 130 loved% per ceetc het (pcf)t M fafaty factor hat "" apa11011 to the CSICwlatod backftil seed%. Ftgw►d I ass IM1- tatH leads on the jackM Cres►109, e6001" t Mlbt melt wtgtn df ww.eowomam vtrt:cal Soy: ,4104;Its. ft.) =7 t^ M 40 sc is ,�,jlit ,r ',r ♦ a ',' M1 tA.toot. P . . - � --r pip i t , t I Soil LOOL; ON 4vf%Q 'Y^',t[fti„il SOKA r••,, ;tan M-MIO .•, -a >asaNatet eConvarsc Consultants NW .:1�. t�t�rtr� 1 natural sell of 115 pcf. A OWMa es of tell redctles tt'? of ON otased otr sgsan tuck to wetaawiwha far fleatble plot dalsilo, p/pre j day be .tile! to eesMate adatttdaal traffic somber" leads. Name," Mwill to desIgnea td witbetaaYb latest lrassursa as amid be bee► Od by a note having so oplvalemt density of " ;oass per cubic toot (901. Ms ►elloa atebee ;ra tlar backfill octtal im tmbtnatioa WitR a hit kfil"slatic Mad. An vlttarato 0e111ve rlttat&vc# of a(O.` lovMs I, cvptc fact pay ?L sea fOr catcrlatl�..i ceaQ.ernial the ;act" c►Kvthl, ty1 t h be he" eatlowtea uplift potential aufYainl et+tsalea well s/ f!ve felt J.D. by focr feet I.O. with a slr.tach thick floor, bawd an this as. Supplier. it appears there say be a potential for buoyancy oM to tills iHMwate► levels. tbd t"IV lnitow should $velvet* glift pothh. list based an actvei 040141110 d'eaMttort and voi$hts. M recowMd that sae Iry tavM.atop be &$I~ to rite to the actions surface for tills waly. atien. wlift cam be "tilt" by Increasing tad doubt of sae awahelo. Alter. hativelr, the paid of the a+ahela case be prof wtt> an oatorior t'vn{M to inset everlylnQ veil refYttf uplift. (�t avlar pare/fl` , •1 oSSCes1ea 1•oYa. • hvaytoT unit w!Qet s! pc. \ ry[otlsaade,d fir e .iN pvrots.s. (Only toll dlrottly .the tiak�sheeld so con- sidered. o....$.err.w i. �-.�...fir.•r l T' 0 y 30 o a.t a4 0.6 0.0 1.0 la 4 f Y[*11CA1 ►RLSIURE Al TOP OF PIPE - KIP! 1 SQUARE FOOT I,, Far haNle laser oulelpiv curve wIw b. plps O.D. In floor. Q.e* in ka, I.Voc, %cwr I T% 20% 1 � tax i of nO/a Dx _ S-t tlo&"It leodr woo be odder to *Oft leer. TIAP;I LOADS ON P!P!S t iPTM SdKPI kRURr Yedhialt" ed•Sit10 Per WLNdM, �etp end AeLecleLe! - - Converse Cons0tents NW CBD Shattuck Ave. S. Interceptor S-401 from S. 4th fo S. ith St. 4- TN* conclusion' tnd recommendation% twmrfnd in trait report were pre- pared is accordance With generally accepted prefettfonal enginemert^r princtplas and practices. There is no other warranty, eaptessed or +*. pl ten. we appreciate ten Opportunity to 01 of service. it you have any quei bons or CMsaents. Or require additional services, pleas# call , COIL ME COMSULTAXTS w Swsan J. Mnoyar Oaotecnnical Enpimrr Dean E. Ryden Principal Erpineer S.'►iIDEA/tpp �,,n v+• iaalwalra.irarram • i t ut ri P►,1N�EA � - S a 1 I � SHATTUCK AVENUE SOUTH _ s-t + g • e = LEGEND 400r00mAt• DorinS IOctllon • Loc►Ilon o1 baring by Mottopnllt.n Engineer. tiger ANC EXPLORATION"PLA'N ! SHATTUCK AVENUE INTERCEPTOR SEWER ""� NOTED E ow Penton. Washl" ton � 60-00210 —' 0 zoo SEPT, for Wuu4ms. Roth and ANoeNtN u.r"ww � rrs:.'"� SCALE IN FEET t' . 134' ® Convierse Consultit1t3 40 M•�•_•• r .. ___ .., __....._ «�+Il aeIs:' ► .rww� waft . www... ttar sa cwrtt Mnaa to fRT; ray. tract to art nut M,I vary SM. tattorboaaaa .tta islty atwi• tat iota* W" to gray. eta, tract aryawlci t000a. l tccastonal oryatttc $tit laat•atiots wr2 Ilk aaa rtvt natatsK a tlaa■r It > = to firs to -- ritrra :2 ( - Vital. "sm. 1ft"latt. w t �Mlli i• tttro nno to caar$o saaa f attar 20 I r 2 hew so J 1 i 1 ') wtlottr of MrIM tt par ri' ►ttatatur tattailM to barb 2t', I j tll Y byarattg Alttottaw, tact fli wits " and cut[uq$ to t' . a taatai iaa wor.mta«! at tvrra*t. 4 . A • . •• ».v.u,� aa•wa'M•a.MPwr "• .r.r. w w , ..........»� • •..t°•. .•�•www•aw •aawrarwrr» • .--. e rn... —......_.. oaatata wutnIcon ea-lsuo wittaaa. Bens ... u$sct.te$ ® Converse Consultants watw , "a 2 Ca�_CULAT10N SHEA. we .0►aLITsa [NtIII it4TrLt, •aiwme,*% trp G R rqr t} • t OC1Trq� d r4 t2 • S 'lr' < It#MItT:Ow /as rs .+� OAT# OdlL:fd lr T�i"rQ _» YfQ'>t1C Jt:.�•wv dtavJ:a�Y+d<r a..tio J p�� /sari j4v0 aw"% 0y" AAAP � aat,tr k < 4 (�ti ►J OMNI i v j�. 90 �,(�,�:{T�rIMuw1 ttvt et' t•oa.ae casto ro to st r rQ.1Z'—^•�'T�++11•++ip rw rtt cwromr tto Igo Jo 40 soma t. rA<N.D rT AS Sol %a bat p CALCULATICN SNEIP, METROPOLITAN 914611091AS SCATTIC, •AtMTINI'ttt Aso .9 O rC diva 0 Q i 40clo"ON JrA 6a•�! (!' R� illY�77 Gv. �,tAd' MAW r a 7 A76 Bad v it0 . AU✓ GArtYJ'AT-JOYy OR.a *J .►r w.T.. A4T rt•ar .ro -- �e:r r V .K �.As a ma-.�tr,.+•Arvo w.rs. ,� {• rW" WSY?OIT bi j x...' 'a A A� & rAAY I.wA XitwO► . � r If AArA r s a^r Curt Aan.,s- locus ctt, 1n d�.i t•Qw�. 64p�yt� rrW BAR yKiw.r) �. +� .A'J�+�t iY vt f.+CiM 4iL.IaVO wr1M cS4er;s 1.u4t....rn.vo .wrs..s�ar 1 1 t -Matt 44ct~o C.a1'l0 ro [L *CO. 00 -dO io O VVArtt -'"rf"r ISO 420 !O �o jo O c�r•vNt�rr I^ Ar Sr ,:• w0 rir.t SwT w r� IAil;iary, ,wee t ar.00. , mnr. f0'# acititlMn=t AV4. UHllanA. Mlr siko 1 3 Ptelect� 11-��t-fan Shattuck AVG tatrr Aptot mevote tnvt•%C+ ft. 21ttr Cosigu rMaa *oWtombat 21, iea6 po" N, 1 Pityy ve bwoo Public Werra D"t. JU Mil' ova. t�4. lM4%4 VA toM 7esNwir ., 6*"A W !4t Me ratlod 0-1-44 t• �,.. ,+, -a.•af ►t"reata billing - aaA Attae�.tA 1ttN4tYM1 y. pa{ otmet falauttr o otar "oura MAte Mount Pro)Met Amer,er 21,ntY ai.'n 151.N ft7lnaet o,?� It.a23 '41, 77 Jsaftaa ^t .'•n D4..1 �''~Y - attic* 1.10 1S,t1) 23.10 st ay ' t1A22 M Ti ta.aa7 23.ta ls>,.IS 'lbtal erect eAlaty aY.iS Q+Mthaau ."1�At ,1i �.5ts 1,e1a.Y^ »a ton slat) iw t S ra:+t 1bu-NIAty Coal tkawD TNPkt Ul'1 T-'1' ptMS*y, SEP i 30 49tiA1�+�4y/ �e5a �/ *Y a�`,f 1rL a 4S v j .• r>, )fr.,z" . MR i aA}IpllhatOa�af1 • Iral�arrr • mow•-.*r +.a�arr•aae�ac�� a wYenz>wr - CITY Of ORION SMAITiKA AXOA M.E IMTEMCE►TOM SEMEM n"kESIL Kppl11 Sertreoer 10. Hg6 19116.Mot Iticat i on fraw tho C1ty to Start dosign sort wt focal ved on Auyuct 1, liu " the Mrled of Augutt ath tO August %th, reforence wAp% acre orderad and obtained. On August IN, :9% an Ippolntsant with Wry Morrison Of the Public Works Department w% set up so that tilt Station 6 could be lnVacted and survey wort ►erforwpd at the Station and otW adjacent omlatio/ sewers. DO August 19. 1986 a trip to the Public worts Department w% made tnd teplq of MY at-built mops of sower and Street isOrav~t% war@ picked up. On August in. 1906 the survey cork was porrormed. three plan profile d^owings more prepared. On August tt, I9Mg Dan William attended A roting at the public Mort% t 'partawnt with Bob 6ergslrom to review cMct prlmtf. CMpge% Sugoottpd at this footing Nave been made. Nob gave rs Ow rOPY of (hock.print% recently receivod by do City Mich show a pp"OSed now telpCOmmniutiOnl duct %YStM to be installed On %hattw.k Avonuo 11.1. 194n,TM sell% boring for the tewr prs1Kt Was ropuetted on August t9, ochnicol The or 11 i1sgl ttibcMtroctor tit bstbodu od to the ahJitanson UseptomberNorthwest. �11 t 19116. OfefhM July t1. 111411 City of %atom Public harts Oe►artosnt OMswettllty t"Inowl r t00 lull Aveew Saud+ Aeotea. kktklo4w "M Attentlea. >ti .ort hkpa- • t, - At: SMttrcl Avenve Soutn Iagrtdeter 'err Our Or, NrMtrom: At your roiliest. ve eve ~dad too Contract forty t rospis oft notatloms Md ftgt. of are NKlasins to eaocuted &Mies rNb for slpature by ebd city. 1N Cortlfftatat of llsurenn hove 61, WM 'rotidq to e►, !Wd • Nlclose am orirlael fired .oey of eK Wrtlfttate M yew retails. We alto W lots for your records a copy of too Arroetpet ter C-•leeree CdMNltant, W to b tM 'lotted petocMical study. " truly yawn. YILLIM6. RGIN A" USKIARS. 11K. wllet�tt, wlltm ftb lat tacl. �•{ C OwFlCt Of THE CIIT ATTOLNIT a AlMTON, WASMINOTOM V x .ie/P ee N er • fie•errNr 1/Ii- M M V*R * LAWRI qf.7 I RAYN.Ih Mn en MMAO M.KILIOM e WID IS�AK. ae Isetof caul• WAM". .rw�w Mar utuMer IANITTr t. POW, rNrew rA�r J"T 23, 0% UAtTMA 4 ►AtrlCw .w. r,e.. !Or 1C Wri ftW"tes. VVW4LC Mocks Glcect*9Rex M!ClIVRD rwml lAVMVw* J, warren, Otr Attoraer CO'IY OF��� all Froteaalonal services Contract - wmttnak AV*. S. spoor IAteroeptor Design nlitlaar t path Dore Dick I have revleta►d the a►ove Captioned contract and it is approved as to legal tors. not cer IJni nd wt. cos Mayor s 9/t3/aa rw.� s/►sau.f r w«�+eIAMMM 10 liaa 1144 41�ya�r 4 a.. iPt. � "'"me ' lwrcar lalsad, aA 94444 t - COWNkNM YrONOMO ODVdt4Wl (144)E5E•604v ! '" a , oauveatrl asuslt. .,o. .« _' ""`" "" t • NMT Ira& "t is l Fir t114„� 1�a aillims, sots i Assoc latss.loc., .N - • a i4EEAa•aa�a4aaaab .Eta ! h"S", ladlNMrE1) " • t04 tirtlard An. ►irUat.i. aA 9a011 a no Tq trwwar. •"wa� ra wl.`rm. °uw`atr+w'w��ii+:r : r w. ,r. i �.m.i. .•tiaarw .,,� swa a•.a.+.wla w..s •INIw• ,r,r.. .... , '."3,v. wr- ' rwtiYr airrt/a woom" rr ` �ftlll�YNRrr �wow •n.wgnw , strew t rairrwss wrratwrs+nl�D .waive wtew. 4 iYMat twtra io tie r.ant.ar a�w• w. 0 0E11t I69 't".1sr ?l9Ela' raa.p ati 1�it . s1.000 f • _ ,—i twrr utrrlt+ a.in...w 'aa.+ ti.000 'Z,44s f..ge.riw..fw Fats 6 il1L4i.w i/30/i6 iltt/49 �Sa.�Vraa•�aMtrlaatl�IMNrtJrYtt�all'.�t4 aaetaarearl LutaUty is writaMd. wstrr er.w we.rwr uxsw+ ^rwa• orw.rr rwwa we M t i!r 4T a.atai ..t•.. wrn "MW ar "swam wawwr. was srrwsr tr EWTit raris •apt. AAA rs b a. u.•• •..� a. .� M )-1MN aawfawari '�Y M. w M'Mt, AClit i SIr.Nrf, 1rt. f7M r.wwr A ..ttwlt n O bm"to IOL AV Ad" Saeattty W. kno. of Mart C.+ra wauar -NtwY.. . f..a4f�.w.1 A�1 bth A ANatlttaa 4tllLy rll A" `. . .. M011 •,..,,.• O wY.. r•nl. Ja a h�YM'aJ`.Y..N1M d+w�wra� �atawa�at'$,,� aa.r� �'w°'�• attw�,�Dabn*�Y.�Yr.�pyfrwY,__�.qa i�wt�~war; .tal.a Y.D 1.'OIN.YMD.a.IY•N: RFD N aw. ��ia 1� blLNt Wf wI IYYIY �•a+.ar�aP a11e1i.WY I w.-. •.rrywwwsum vkvqmq�aw fRilllq.�t �� •r a fo se ��p,� wM wwa`yttar.wY.y s owror wwlr. ft Mr.t•tweNew # Abe" 1.qN "WAWA Mara w+14a11„tier, f imam i �c r ♦'Italwawt wal uR. YjY.,r S mb"a ' �.,�1�1wIMAti► � � - t e ..A+ .« t •NMtfi J I IatONYD .rtw,.. { ,..—AS fr'efNtlwlrL S.tYtLih ►IAIl10fl.Of !Lapp a�tA atca =.e. ...«..... - IYpR.Ui •w r. Yut iR.l yalaY/ a1W lw t1N aaytvpta LWt is the t•+tatl tMwnwwN a ft"ate for rta/>,t 1 u6uity taw""", til maroon, tatioaa .• +ha t"aM. tl W"11ay WWAOMU4 awvt"be tHt►4 the 1...,1tt7 far!" far all MrferwN N ttw MNw! !twat" fat Clty ..f taaww "W"wweOFgo Sr1Lw IMtr allpwrtrtrt a1MaNta twtr MMw. _ratwwwar. IWl Ma. fa. fam warrrw wn..' ^ tluaaaaw rf t tY total i r"rw�.MIMM^ r. .:.• F wlt piY b M ��Ei�AMs Fc�p R �lRr06E 69T WAY f%i Uw � o.� wt�B Mr��S a ol• --- — ,� _ t�LF°—• r��.�.'�1i�M11ht. yN1GICFJEc'�9 _ ����. M{-1 w0 •ivil'ONi lev APPOLl DATt CITY OF RENTON Di PAKTMiNT or PUNL1C WORK " 1111�1� I DATE wums"m RotA DRAWN &AaMtltlw,twr. Cape^N"tw.ew CHECKED M= oK. �yKtiMyy►�Y�lyi..rrYRrKfTO1na` I mph G._..,.7.. +W Deep �/+ /gyp 1 •, ^ TA"T�Mf"iv i 'f Q Il ON ti aUF;WL-+Nb'Tt:7h4 tA.7RT -eFt►v t � N 1TH ��'���• MIA FT �rc•nflt �• tear t2aritnA �+ ��, ,5. falm •atT(plt y two A•prulotr 1 - unt CMt AAre S. • tst11 MrMNr. 3Ce•arrrt N' p1M t i.Spp I I.fpp t. Lv" So Swclet �to rrwAstr t. St �1e. I'm I. 6 tun M►Mrlr fMMfit1M eM fe4rfs no 1.100 A. W6 1.f. I11000 tier. Irwr Pipe TS tl."o t. ip L.F. •.tOth 014. ItMf 0';u n t.f•0 `. Ipp l.f. Mt.tl1 etr. tide tonr Pity tp t,ee• 7. f tNn lr N Ter% e. tuft Sw giro Tie •.•p 1i. M fen deer teaeitllen •ro", Ia. MW TM firers, •rrrob for Trorcn fK►flit • tA.p•0 It, ON Ten CPU~ Vtvrl SrrfrtlAj p e,ppC tt. Me S.f, AwWt Cencrrte agnt% Mt" ,I" '• *,No 11. Ow $,T. AwAlt 4atrAit asides • 21.2w ti. If tern *404;0 M Utol tAetr At±artwr�t IUp t.ggp WIowq 4MIV It. r too trim Ar Auretelnl Fe?lorl•r +?vr.le7 100 ed' I• 1vw �,ew total$$*^ I*%vKtla 1.50 ^t two to toutowltM uAl" • M.ANtt Aotrs a� kfMiflo A . MAt ft".too son= rNlErllt WON IONRCOPM Uwe MT tv MR J II7tt1dA A. h31MT11 6gtlpt its* Aprot%M 40. ug�Rtte,L_ rte aft Can 1. r tack vnole. stassard 46' Clam. 1 I.SOO 1 1.500 .. Luro Svm swiiol Drop S. S4' :+a. :,500 1. 2 taco flMwele (oulltlen and U1460a 3S0 Too 4. MO L.F. 16.1aca Cola. Saner flpe 7S 52.500 S. $0 L.F. 10•Iech 014. Seger atpe 30 ..SIC 6. ISO L.I. 6.1 :r Dia. Soft sewn pipe 2C 1.Ow T, a Uth le' a 6' Tees 4w 1.6C0 •. Lana Saw Rertas at IA Railroad I8.0% 9. luay Saw RevNia s At Manaele 7 2,0130 1C. 210 Ten pipe fouad4t+;+e Gravel IS 3.111.3 ll, " Ton Gravel Odrr4w rep Tench Socaphll 6 22.400 it. 120 Ton Crushed Gravel saKact" 19 3.200 13. 120 S.T. Aa6e41t taaerete Treaea Patch 6 S.T60 14. 3S00 S.T. A40att Concrete Overlay 6 2:.000 15. 10 tad 146a1101e lid AdlustmoMat iollwlaq Crerlay 300 3,000 16. S Each salve boa AdjuStawt fallawl"I 0edr141r IGO Soo 11. Loom t+ie Telertshom Inspection 1.600 IS. lwo Sew Construction statloto 6 u4milt totes r.000 Schedils 6 - TOTAL 1147.010 ONE K.. _�. VOW tbf*c CITY Of RENTON p i', L; SttINTUCIERC AVFNINTERCEPTOR E SOUTH q tNTERCEPTOA 5EWEg "-^HEDULE A. SOUTH PORTI SCHEDULE B. NOtTH MRTI — r e0 SPECIAL PROVISIOttS 1-02.4 EXAMINATI N OF PLANS SPECIFICATIONS AND ME of WORA A limited soils i weeClRation for the projtot has born prepared by Conv*'Be Col"oltants lbrthwer, Seattle, WAShinaton, dated September 24, 1966. A copy of the Investigation will be available for review to the Public WorkA Department. The limited imrasti*ation is solely for design purposes, and It *hail be considered Informational only, Therm is no guarantee roaarding type of Sall er subusrfaee conditions within the protect area, nor is there Ruarvntee as to completen*as or &oetirmey of data in the report. k.ONTXACT0R shall male his own independent *xamtn- ation of soils and eutsurfice condition* and their effect on the Project. 1.07 LEGAL RELATIONS AND R,ESPONSISILITIEF TO THE PUBLIC 1-07.16 Mg CTION AND WTSMXATIOP DP PRpPERTV tsurrLENENxAL str'lON) Privet* property such as plant&, shrubs, troves, fencss. And rockeries within the public right-of-way shell be removed and restored to the satisfaction of the property owner. It *hall be the Contractor'* responsibility to motify each pproperty owner when it is nec*asary to roarva Suth itsprovea,nta to fat litace the Contr rotor`s Oroarese, and to remove those improvessntt to location• r*Queet• by the property owner or to restore them in their ottg,n&l loc4tIon In u n*sr original :onditicn as possible. Such removal and r*storatinn shal', be constdered tncidentsl to the prglect and no further compensation will So made. 7-17 SANITARY SEWERS 7-17.)(I)A SEWER TREYCN {¢UTPLEMEgTA4 SECTI011) All excavation pleci of pipe, and backfilling shall be dome to Aftordanee with State etltashington Safety Standard* for ronecruction Work, Part C of the latest edition. 1 • Pas* 7 17 3t1)A SEWER TRENCH (SUPPL£1tENTAL SECT10ti) , continued don* in Saver Trench 2 09vation STRUCTUREd backfill shall EXCAVATION Cy LASS AS OR CLASS Saccordanee wet ained. andtarefnott conshe idered sut at*tabla for rousettd to e as backftllnin the trenc is ject- ionable (such & under StTe � uba aartk` of Therefore• tt k Is ree ll abommsftded that trench spoils be hauled from the mite and be wasted and that backfili material be travel borrow in accordance with Section 9- 05,14 of the Standard Specifications. Specific- ations, be placed d0) and"Cording 7 O to the 19S4 Standard Specific- the and under th haunche backthe p*andd shouldpqpd extend at least sixinches over the haunches of the pipe toatel.yt eight pinches orl as&) and comp ll should be laced in i t top of he acted to atleast95(percent of the maximum dry density (as determined by the A:TH 0-IS57 compaction test procedure). 7-17.5 1(�A i0(R1DASlON (!0llLRXRNTA4 SECTION) 6nposad foundation soils are expected to consist of vary loose silty sand and soft silt. Foundation soil will most likely be mot ad will easily be disturbed by construction activities. Excavation should be performed with a smooth-bladed bucket, foot traffic on foundation soils should he elntatsad. and the trench shall be over- (meeting borrow dthe specification*at Least J2 eagi�n in and k Seecionfillod w 9 O1r14�,eiStandard Specifications to provide a stable working surface and to protect foundations mils, Where past or organic rail■ are exposed at the bass of the trench, this overexeavation should be at least 24 inches deep. At manhole locations. manholes shall be provided with a laer of layer to prat et foundation aoilmmended above at least 12 inches 7-17.3t1) R,P1PE SEAOING �UPPLEMEHIAL sECTiGN` .Pipe should be bedded in general accordance with the WSDOT!APUA Standerd plane for Road, %rids* and Nunetpal Construction. Standard Plan R-18C, for both rigid and flexible pipes. TAi,. includes four lnche+ of bedding material below the pipe. Due to the fine-{rained nature and hf``11h moisture content of the natural material. the er cleaner "$rav{((bar ow* (9baerif!lislt410) 2(i)l be � which for eaIlovsrupato than 15 pereant by wsi.ght passing the U.S. No, 200 *laws- Pane 7-MVZ)A SUBVET L1tR WD GRAM Rt iCEmKNT 5ECTION) Construction staking shall be provided by the Contractor's surveyor as provided to Section 1.05.5(2) of the supplemental speetticati ms. The later Method of *stonliabit� line and Are" say be used as specified in Section 1.05.5(1) of the oupples►ental specifications. 7.17.351)N SIDE SEWEK CONYSCTIONN1S 5-'PPi ErENTA' SECTI04t TEES/STU"L Tees shall be insta` Iod where show, on the plan, or as directed by the Engtn*or. ,h* unit bid price per each Tao shall be complete compensation for all labor , material, fitting$ and *qu pment necessary for complete tnaralir-loa. The unit bid price per L.P. for 6- sewer pipe shall be complete compensation for all labor, materials. ittings and oqutpment necessary for cempl*te inatsllstien, including excavation, b*d- ding, backtill. placing pipe. commecttoe to *Rioting side fewer, r*moval and replacement of corcrot* rirbs, gutters drty*• ways, and at.^swelk. No tunn*tinit under the curbs, Sutter*. sidewaike or driveways will be allowed. 7-17.5 PAYVENT (SUPPLr4tNTA:. SE tm) WORK PERrOMD UNDEn THE contract -hall be paid for according to the Bid items shown In the Proposal and Scbodul0 of Prices. MyMeet shall constitute full compensation for furnish no all plant, labor, *qulppmeont and ieat*rtata, and pp*rformtng all operations required to comPlate the wart, as sppeecified, aid u show+ on the dtawisga. Psrsont shall to sado only for thee* it*%* sp*cifleally shown to the Proposal and Schedule of Pttc**, and all coats which do not *ppoar as a specific it** shall be includod into one or all of the eid It***. 7.17,6 AVOERED Og NOREO CASINO AT IM EAILROAD At the locations shown of the Pions, a sower pipe crossing of the Aurlington Northern Railroad trackage shall he *ado by jacking. driving, or sgaring a otsei aaatrq pip* beneath the darts". op" excavation $ha t be allowe4, orator of casift pipe *hall be sufttetfnr to allow tnatall►tton of the utility pipe end oleo to Provide allowance for adjustment of the utility pips to proper line and grad*. Wall thickness *hall be atfficiont to withstand testall- *tton fore* end loading$ and *hall not be less than 0.$31-inch. Th* *over pipe may be *tthor pushed or pulled into the cuing PP�ipe Shia* or *kids shall be used to Ptottet the pip* and Place tt !sl. position. The sewer pipe $hall be adjusted to line and {redo, and s hs,:l be permanently anchored or blocked to position. moist *and faae a `r-1),6 Atlf�t0 0it SOt1CC CAS2MG at ! "M SASLJ1Oaa shall two tweed in the caatna pi y so chat all voids will h* filled. Cars steal, be waed to Compl*M; IW all void* wed to roesat tlwtatio" - 4i*plasammk of the pips. p The t"utre U is of the Sallro" as aoate a" to the Coeerroction ►wrsit er a* i•a"d by aral- inatructiena of the a.thorieed opre- sentative of the Sallroad "All be followed by the Contractor. 7.17.T MElt4 'lltt CtlMlitCT2� Opp flit Matra rap *hall comply with shown on tails sho addition, the followint r"uireaeat• shall apple the plan*, to 1) Mr, Jim Mewchorn of Metro (phone 6Sa-I3011 *hall be notifled at least two warRt dais prior to construction in the vtc- inity of Metro's 1Q9_inch diameter 649ta►de lataceoptor, Sectlen 1 . 2) 0urtly constrvCtlan, no debris %hall be •12awe4 to enter the Metro tnterceptor. 1) plans for dowaterina ad)sa*ut to Metro Ltl/ d be submitted to Mr. Jim M ae eies she ewthora tot Metro 4c i end apprl be at least five day* prior to conetruction. a) thero.•:emwcttoa to the 10a-tack diameter interceptor •hall not be bacRlilled until Met it has been t"pecred and approved br 5) the new connection •halt b* arch by core drlllted and use Of a rar-M-Seal Ewer so di*trtbutad bT P.I.p.t., tot. , 4601 South Orchard, tocome, wsoblrgton 9S406, (206)621-1772. 61 the connection eha11 be piw�ed and not put into •*(vice until the tributary apetdm • bean cleaned. Inspected tested, and approved br tha Clty, ' r r Page s -17.6 MAIMMACt Of CXISTIft4 WwTVARTU r'OWf All existing savers to the pra)ooc area are is Active use and. Mentors. to performing the Wort included in the Contract. the Contractor shall make adequate provision for caintolninx the existing flow. diverting CM flaw or stariog the tUat ran, sorer role"&. 4ork involved in the maintaining of existing wastewater flow shalt be subject to the fallowing t1 Diverted. stored or bypassed wastewater shall be returned to the sewer system and shall not be raleased in the ground or as the surface. 2) liround voter. dirt, gravel, and construction debris shall not be allowed in the sown $vetam. 1) Wastewater flows shall not be impeded or stated so that it will create a problem upstream. +� The Contractor •hail prepare • atop-br•atep pis" and rise schodule for captoting this portion of tM work. The plan M and stduls will be subject ra Cit♦ approval. ENDING OF FILE FILE TITUE S - y0 / �hG k /� ve. f."t ejpfew f