Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WWP2700374
S-374 West nydale Intercepter-Ge o 1+ • t � 1 h KING CONSTRUCTION CO., INC. KI NG CC'209 PN 13313'x 8th Street East Sumner, Washington 98390 (206)$38-7819 a (208)863-0935 _November 29, 1990 .:Hike Benoit _D -� 3Z9_�_J Io City of Renton _HeSt T Public Works Department -----" KeD[ly(iale n r r c_ 200 Mill Avenue South Renton, WA 98055 GENTLEMEN WE ARE SENDING YOU aAtt clwd ❑Under se,ih rte rover ru _the loII,.ne I,., L]Shop Pnnls ❑Poant n Sm,'o' n Srw'fi It ns t]CAgv of lette' t](7-wee Miler 11 L.__ 11l28/90 T 1 VIDEO PIPELINE INSPECTION REPORT. I 1._--. 11/78L90.. __ 2 VIDEO TAPE OF NFST KEEXYLALE PRWECT. TNESL ARE TRANSMITTED as checked W.. ❑far aPMdval U A,,cr nvM av whn,nred Ei Rewhnm -rodre> Iw atWrOval ❑F., vour use [I Aow.ee as rotm ❑Suhmd _ coCgs kv dnir.hulgn ftAs requested J Ret,,rled tw mnec4ons ❑Return_. _ -wrre;,ed pm,s ❑Fw •evww and ttmmmrr Q ❑FOR BIDS DUE_ __.._. 19 C PRINTS RETURN'D AFTER LOAN TO US REMARKS COPY TO File SIGNED lr 1Mx Ir emApdyet ,ye•ror m mH,C ai•rMy noMY us er`irrrcr L� I a NORTHWEST VIDEO SERVICES 233Z IN idath 1 Seattle,W4 98133 206.3624852 Y 1 D E 0 P I P E L I N E I N S P E C T 1 0 N R E P 0 R T__ d1pERJ, GMWYMI INNORMEO EY WE — LDCITERIOPNENECIIOM , CIRECGOR N t:•s-r A ,z . OF NSPECTOX IOTIL f00T1GE EOPMIIEDIB NR@IIDTYYE MRRYTYPE TERRINE W()- E /,.3 ./f i r S L LEVEL GNDE- CL1M10M OF LINE TAPE COMER 3 TO �'-- PoOYNRE COYIEIIR �Tkj COYYENfE /4 Y. Lva.c- A/ .7T: � -/S2 •`.✓D ,1u.✓ / S s ' E,✓d weti.. /7P.✓4.4 Le, ✓ f , !S ' Ua.P. !AT 7 /JfA L z r A>.C - icy'- 2.i <A : .0♦T, 1r_i 9f. r2 e",pR ~t. -2. Y'4c 1L✓ Rr✓N �' 2 �/ — Y Pr 2 T 2 ' 'lt:7iQ. �T i Cr-n7 !i. .!• � L A 7 � lc+O w0 Ra.nq ' F'1' �L •.y.L r=T S' REMARKS INSPECTED BY NO J r �t7�r • � `Lt CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor _ Lyme Guumaill Adml°Istmtw July 22. 1932 Mr. and Mrs. George Grant 2425 Jones Ave. NE Renton WA 98056 SUBJECT: SAN,TARY SEWER STUB-TAX LOT a229650-0050-07 DESCRIBED AS THE SOUTH 64 FEET OF LOT 9, ELDON ACRES ACD. Mr. and M.s. Grant, We have reviewed the submitted estimate Iron La Valley's Backhoe for the installation of a 6-inch stub on the West KF inydale Interceptor. The installation of the stub for $960.00 is approved. Following comp):tioil of the work, nlease have Mr. LBVall" submit an invoice to the City for his work on the stub. For this potion of the job the City will pay Mr. La Valley j directly, as indicated in my July 3, 1991 letter. In preparation for the issuance of the permit, please fill out the enclosr i Request for Sewer Availability. The iriginal will be returned to you with a copy remaining on file. This is the informaron that will be used n prepare your permit. If you have any questions or need any additional information, please call me at 277-6206. Very truly yours, ?rA-4 -� Michael A. Benoit Wastewater Utility Engineer GRANT LTIMAII1I Alt¢lmom 200 Mill Avenue South • Renton,Weshirlgtol, °BOSS 1. .alltf & .11P -M% a mew t� i 1 � �1 ,a � � � � � { � � Lo � � a � �� � � a � � � �` � � � � � � � v `` L4 � Y � � UN � �, � � p � � � � p� : � �� �� fiU, � � � � � � K� �' A .> CITY OF RENTON i Planning/Building/Public Works Department '" Lynn GYYwa.Aaministnd0t Earl Clymer, Mayor _ .� — July 3, 1991 Mr. &Mrs. George Grant 2425 Jones Ave. N.E. Renton WA 98056 SUBJECT: SANITARY SEWER STUB -TAX LOT 2 296 50-00 50-0 7 DESCRIBED AS THE SOUTH 64 FEET OF LOT 9, ELDON ACRES ADD. Mr and Mrs. Grant: Because of the incorrect location of the side sewer stub to your property during the installation of the West Kennydale Interceptor, the City will agree to the following: i At such time as you are ready t, connect, you may contact a side sewer contractor, who is licensed and bonded in the Cit• rf Renton, and have him prepare a written estimate for the installatior of you' . sa a+c.. l h,s estimate will be in two phases, with Phase I being the installation of a standard 6' side sewer stub per City Code, and Phase II being the installation of the remainder of the service. The Planning,'SuildingiPublic Works Department will review that estimate and if it is appropriate, we will pay for Phase I, the installation of the stub for the project. We apologize for the inconvenience of the ,ncorrect installation. If you have any questions or need any additional information, please call me at 277-62013. i Very truly yours, i i Michael A. Benoit Wastewater utility - GRANTSWR'MABA 200 Mill Avenue South - Renton, Washington 98055 b ��� fir`. .�. ii�h � `�"� " • ►��� -����eN"`- r . w 1 t 1 LA VA6LL9EY'STBACKHOE loE ? RENTON,WASH 800S6 (206) 226OS13 NAME T "' r••v{- O ETV NAME ADDRESS2—�2j5r Ywtl�} J1 II(,V AL� ADDRESS CIT`� "� Tfk) STATEL�UAfI Z�P'R,:gip CITY STATE ZIP TELEPHONE TELEPHONE IDATF OF PLANS ]START WORK DATE iYOUE 140UPY NO. ]]PROPOSAL NO EIpGF rXD D[°kt f�T l2)(/SC bE� Al PFA �xl✓�c•, T �7 s Ivt M151; IF Alt{• �11rlNr� �'7c- 7�9x/K. � M�� I�nVG� �°I'c I '`�;. Ttm;- 6,ie r Gabe- -7f T/ lsmurrro,.). (*IKW 0i:;- )f " Fw- AIL I�'Ml�Jt i i MATERIAL AND LAB011 A SPEOiICATIOx'S :;MCP-S SPLCKICATIDNB AND CONDRIONS ARE rO 1, 'Dr HERESY ACCEPTED YOU ARE AUTHOP'. MO oAru[xT TD BE I.' R InG CONTRACT AS SPECIFIED PAYMENT WILL wc[AS[o"owB Ai.OU7URNED TO THE LER. AXeWPY11B PPIPIbM b MniwtiBBd All BOB, aFM[BnxwdYrre'Yw SM'.xA�VME OP[Jw°Axv �IWYMM BCtYldq b SIPIEPO P[4ocwa A^Y ABP[bI P BrvbYPI Avn Wdn>OBnls+- lan[YxpNily BXY1 GMI[IM Bx IMUIaB M[IpPI'MIIYn P61[.PIE MY Mcd+a m w.tn cey[pAr Ptl[Bww Ix[NtmAa.M p[wlwM wbgPE IpPI MIRE`w. —E I P E[I%[MYDId ov canrol.owlpr ro BBnv An.ImI[VD sIe eBN BBcwBEPr -. n=,.rex W wm«[sa wily co.mM ev woxlmwa conpwalw+Xeuxc.. Au.rlo°vEc sw,u>.uR[ MDT[:DIS XBORBIAL MAY BE Vn+xC+IPNN El VS K I10T ACCEPTED'MTHN IIAVS __ ____ _ Au+xOaEED BgMAIVRE -- -- � ----- � � nnl nr At'.ciPl wC[ :! RFFDIFQiI`1, BWNO c�rpo[NePs crnyPA(�isD SF�Si .mA..0 � I MAP 1� ' •City'*( Re*ton Finance Deparrmeut Request for Claims or Treasurer's Check Datc of Request 9/4/92 Datc Required I NEX�TI RUN Requesting Depa tmen PUBLIC WORKS Authorized Signature ytn /V , WAGTFWATBR DTIL. lu REASON FOR CHECK Deposit Refund Name Amount Finance Receipt No Receipt Date ther X%XX Describe Circumstances Requiring Issuance of Check: STUB FROM WEST KENNYDALE INTERCEPTOR WAS NOT IN A USABLE LOCATION. INSTEAD OF BRINGING THE CONTRACTOR BACK TO RELOCATE, WE AGREED TO PAY WHEN THE SIDE SEWER WAS INSTALLED. r CHECK PREPARATION INSTRUCTIONS i ,mount Charge to Account(s) 421/400/18.596.35.65.45060 l38.72 r450An1(54601 Payable To LA VALLEY'S BACKHOE Address 18019 S.E. 121ST PLACE - RENTON WA 98056 Mail Check to Payee Il Return to Dept: X Attn: MikeBenolt Sue Sec or IRS ID No o Other: CHECK AUTHORIZATION - Finance Department Use Daly Approved Date 0 Claims Q Treasurer's Check No: FIN tot 7197 L yry a 4t law r. ;� „Y � IIIa► � � s aValley's ackhoe 1 18019 S E 12151 Plate Renro .Washtnglon 98M (206)226-0513 tDsror[w`f OwD[w NO. O(eT. ow>'a 77 NI1M � VIV,\ NDO.[ _-- 2 g ;�+,2 At-r- 1E 0 e 6' -- 01) 9 0UIL1§ 11 12 10 1/ 1e 16 1) B ncc•o e. jKEEP THIS SLIP FOR REFERENCE CITY OF RENTON .a Planning/Building/PubliiW.4*s Department Earl Clymer. Mayor _ L,yaafilsldrintw July 3, 1991 Mr. &Mrs. George Grant 2425 Jones Ave. N.E. Renton WA 98056 SUBJECT: SNNITARy SEWER STUB-TAX LOT 225650.0050-07 DESCRIBED AS THE SOUTH 64 FEET OF LOT 9,ELDON ACRES ADD. Mr. and Mrs. Grant: Because of the incorrect location of the side sewer stub to your property during the installation of the West Kennydale Interceptor, the City will agree to the following: At such time as you are ready to connect, you may contact a side sewer contractor, who is licensed and bonded in the City of Renton, and have him prepare a written estimate for the installation of your side sewer. This estimate will be in two phases, with Phase I being the installation of a standard 6" side sewer stub per City Code, and Phase 11 being the installation of the remainder of the service. The Planning/Puilding/Public Works Department will review that estimate and if it is appropriate, we will pay for Phase I, the installation of the stub for the project. We apologize for the inconvenience of the incorrect installation. If you have any questions or need any additional information, please call me at 277-6206, Very truly yours, Michael A. Benoit Wastewater utility GRANTSwRMAeR TM Mill Avenue Soulh - Renton. Washington 99055 J _s Sunni CITY OIL RENTON Planning/Building/Puhlic Works Department Earl Clymcr, Mayor Lyon Guttman.Admlalstnitar July 22, 1992 Mr. and Mrs. George Grant 2425 JJnes Ave. NE Renton WA 98056 SUBJECT: SANITARY SEWER STUB - TAX LOT#229650-0050-07 DESCRIBED AS THE SOUTH 64 FEET OF LOT 9, ELDON ACRES ADD. Mr. and Mrs. Grant. We have reviewed the submitted estimate from LaValley's Backhoe for the in„tallation of a 6-Inch stub on the West Kennydale Interceptor. The installation of the stub for $960.00 is approved. Following completion of the work, please have Mr. LaValoy submit an invoice to the City for his work on the stub. For this potion of the job. the City will pay Mr. LeValloy direc:iy. as Indicated in my July 3, 1991 latter. In preparation for the issuance of the permit, please fill out the enclosed Requ"t for Sewer Availability. The original will be returned to you with a copy remaining on file. This is the information that will be used to prepare your permit. It you have any questions or need any additional information, please call To, at 277-6206, V y truly yours. VA—/'_ '-, 4 .— Michael A. Benoit Wastewater Utility Ergineor GRANT LIWAa+i Aartivoini 200 Mill Avenue South - Renton, Washinldon 98055 I L _J Rogow ..11 • j I'd avalley's �E .a3iJh �IION PRICF •MOUNT e -- e ' �G11.7G1 Pv e �,. m i �y m �ee•e• m14 r■��s:�uT�E m�-c�w�!e•r.-vim KEEP THiS SLIP FOR REFERENCE mrr����e•■rr _ 1 093569 i CITY OF RENTON Cl 9.BANK OF WASHINGTON I 10,21 AP WNTON BRANCH 1250 i PAY $1,038 MIDLARS AM 72 CENTS DATE 09/14,)2 AMONET R..R.1.038.72 1 VO10 AFTER S MONTHS TO THE ORDER OF VALLEY'S OE 18 fi�gyF.. 18019 SE 12 PL /`•'•-i/4�!'//�/'�� RS6^fVN WA 980ST PL 98056 11F091569118 1: US0001051: 0247 055847Ie VENOM NO VENDOP NAME MFU DATE CNEU AMWNT CNEC'B NO 100165 I LA VALLEY'S eIVcm0E I 09/U.'92 I 1,038 '12 I 93569 .VOICE AMOUNT I INVOICE AMOUNT 332 I 1,038.72 I f Et CITY OF RENTON•200 MILL AVE 6.•RENTON.WASHINGTOH 98066•PHONE 12061 236 2617•FAX 12061 216 2613 L lima 11 m �i yj4 F� yYa MI3+ p �.�1-�«.vim.... .... DEPARTMENI Of LABOR AND INDUSTRIES�� II V� February 26, 1992 OiTY OF RENTON CITY OF RENTON Engl(leerlllg Dept, PUBLIC WORKS DEPARTMENT 200 MILL. AVENUE S RENTON NA 98055 Account ID: 181,52�-00 King Construction bompany, Inc. Contract No. CAG-001-91 Gentlemen: Please be advised that the Department of Labor and Industries does hereby relees_ the City of Renton from any further liability pursuant to RCN 51.12.050 and RCN 51.12.070 as would otherwise incur in connection with a contract calling f,r construction for the improvements of newer and water systems at North 3rd Street. This certificate does not release King Construction Company, Inc., from liability for odditional contributions which later may be determined I be due with respect to the above mentioned contract or any other contracts said contractor my have performed. Very truly yours, /..s�s�`y�'�[f�[7�'�`^�/ A an Ful�" Industrial Insurance Accounts Auditor Contractor Compliance/Release Unit Phone: (206) 753-4395 CCUI.AF:2cd. 138 cc to KINC CONSTRUCTION COMPANY INC 13313 1/2 8TN STREET E SUMNER WA 98390 ...... gig'+•. '�''��.'�iiY'El'ST"w1La�""1�►.'"'e'm�IGA'C9!"'�_ ,4 DFF'ARPOCNT OF IABOR AND INDUS'TRIFS February 26. 1992 Ask CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE S RENTON WA 98055 Account ID: 181,524-00 Kit.g Construction Company, Inc. Contract No. CAG-001-91 Gentlemen: Please be advised that the Department of Labor and Industries does hereby release the C,ty of Renton from any further liability pursuant to RCW 51. 12.050 and RCW 51. 12.070 as would otherwise incur in corctection with a contract calling for construction for the improvements of sewer and water systems at North 3rd Street. This certificate does not release King Construction Company, Inc., from liability for additional contributions which later may be determined to be due with respect to the above mentioned contract or any other contracts said contractor may have performed. Allen Fulton Industrial Insurance Accounts Auditor Contractor Compliance/Releaa^ Unit Phone: (206) 753-4395 CCUI.AF:2cd. 139 It to KING CONSTRUCTION COMPANY INC 13313 1/2 8TH STREET F. SUMNER WA 9b390 ARM-y/.1-1 BOA. rti� a Uf ST. PAUL FIRE 6 MARINE INSURANCE COMPANY ISRSt. Paul,Minnesota PropertyBUablay ST.PAUL MERCURY INSURANCE.COMPANY Inwmnce St.Paul,Minnesulu ST.PAUL GUARDIAN INSURANCE COMPANY St.P.ul,Minnesota I 'I ( .Ipoal Stock Companies STATUS INQUIRY TO: t" T,•, CITY OF RFNTON 200 mis AVa UE SOM J RINfON. WA 98055 Bond No.400 HV 7500 r,r fa uti - -' ' Dept Your No.-_ C..nw KING CONS'TRUCrTCN CO., INC. o.n .ac.wr.n WtST IMNYDAE INCERCEPIOR S-374 cmhw.l•r.v c.. co CITY OF RI•IPION IS 253,924.74 7' 19-90 Dear Sin: This Company is surety on the bondfs)described above.Without affecting our liability under our bond(s)described above we would appreciate the following information and return of this form at your early convenience. Yours very truly, p �a.7)I -3'�y'nl4F>t owe 1. IF CONTRACT COMPLETED: CayY,wn awe O.0 CwnPlnc.Nane f'N nits iinl P.vwr.�M.de I"Cwer.n Pm A.Y Mwwwrew Fmn.u. If w..nm.11 pngd<.r^<, 0 Yes 0 No I. IF CONTRACT UNCOMPLETED: v..ww.c.p.ra PmWON romwn�a. r•a oae--�-- a�wmr. ".9 rM1 OCT rC9/ SL*+T.3b1.S 1• S rl 42. O _ n.P.spyrmry wnrw+.d' cw.wml. II( Yes 0 No /.) 6 Wr ua.r r•<e.00 wJ ,n,s<ae.e ,pCsx,eine•s I. ARE THERE ANY CLAIMS,ASSIGNMENTS OR LIENS ON FILE! ❑ Yes It No It is understood that the information contained herein is furnished as a matter of courtesy for the confidential u.:of the surety and is merely an expression of opinion. It is also agreed that in furnishing this information no guarantee or warranty of ac- curacy or correctness is made and no responsibility is assumed as a result of reliance by the surety,whether such information is furnished by the owner or by an architect or engineer As the agent of the owner. owe O.wY. aY Th 8-/6- 9 rteJ t6ske_ THE LANGUAGE IN THIS FORM IS ACCEPTABLE TO THE SURETY ASSOCIATION OF AMERICA. 1I9I11 M. 1.88 P,ndad,n u.S A. Please make any additional remarks on the Fewest. ,. A { x i Engineers Runners • Economists Scientists i March 18, 1991 s SEA22077.B3.70 i City of Renton Department of Public Works 200 Mill Avenue South Renton, Washington 98055 Attention: Michael A. Benoit Wastewater Engineer Subject: West Kennydale Sewer Extension Settlement Surveys During construction staking we set three temporary bench marks on the foundations of the houses located at 1627 and 1630 N.E. 27th Court. These are the two houses located adjacent to the sewer line that was constructed by boring and jacking. These TBM's are identified as numbers 7, 8, and 9 on the attached tabulation. The elevations of these TBM's were read on 8/29/90 and again on 3/5/91. The changes in elevation over this period were all less than 0.01 feet. Based on these measurements,we are confident that no settlement occurred as a result of the sewer construction. Please call if you have questions. Sincerely, CH2M HILL Edt4inP.E. Enclosure: (1) ' mlk/b:879.51 CM1M Hal Seattb OAke 777105M Avenue NE aele,u LVoflrirproo 2064535000 PO Bor 915008010v N ,Nnoton 980092050 rr)F, I 'f .�rn..�.r.rr aerrr lE ddww� _ rrrw 040V V.. MONITORING STATION COMPRRISUNS �5 C:. PROJECT: CITY OF RENTON, WEST KENNYOALE SEWER EXTENSION i PROJECT is SEA'7077.83.70 STATION i 1 08-29-901 03-05-91I DESCRIPTION TBM-3 1 2e2.43 1 2e2.e18 1 Chiseled '+' cir curb on west side of I , 1 HE 271h CT. , 3 north of cb. TBM-e 1 242.62 1 242.618 1 Chiseled "+' 1.1 weat of coat and of - I I I concrete retaining well w/chain lint. fence 1 I botween house is 1627 and 1630. f: TBM-S 1 2e2.51 1 2e2.507 I Chiseled '+' on retaining wall 10.3 waat I I I of Inlx of fence lines to house 21630. 7811-6 1 201.Se 1 241.996 1 Chiseled '+' on retaining wall 4.1 east of 1 I fence post 0 'T' intx of R/W fence and I property lane fence. TOM-7 as 1 241.06 241.053 I Set a penciled line 0.26 east of the Mai 1 I I corner of house 816,7. a= TBM-B as 1 243.57 1 2e3.561 1 Set a penciled line O.SS rest of the SE I foundation corner of house 01630. TON-9 as 1 241.01 1 241.806 1 Set a penciled line 1.3 west of the HE B I I I foundation corner house 81627. k +• ELEVATIONS LISTED HAVE A +/- 0.02 ERROR DUE TO ME METHOOOLOSY USED TO ESTABLISH THE ELEVATIONS. ANIL in A" w IV � w it i t ,1 'G c"s AL CITY OF RENTCN `u Department of Planning/Building/Public Works Ear: Clymer, Mayor Lyon Guttmann, Adminlstralor Octobe• 2, 1990 ' Milo Schleifer 2432 Jones Ave. N.E. Renton WA 98056 Subject Sanitary Sewer Connection Mr. Schleifer, We are returning your check in the amount of$50. The City will allow installation of a side sewer with the following requirements and/or conditions: 1) .Acquisition of a construction permit, in person, which will include: A) Legal Description. B) Payment of the Special Utility Connection Fee (E300.00 per letter dated August 16, 1990). C) Payment of the Latecomers Fee for Janes Avenue Sewer($2,541.12) D) Side Sewer Inspection Fee (E60) 2) The side sewer can be installed, but you will nql connect it to either the house or the stub at your property line. 3) At such time you are notified that the sewer is active, you will, within 5 working days, apply for a second construction permit which will include: A) Side Sewer Inspection Fee (S60). B) Payment of the area charge for the West Kennydale Interceptor(to be determined - probably $500 to $1,000). 4) Connection of the side sewer to your house and the stub may then be made. If you have any questions, please call me at 277-6206. Very truly yours, Michael A. Benoit Wastewater Utility SCHLEIPR/MAB.It Au¢Ammt 200 Mill Avenue Souin - Renton, Washington 98055 (206)235-2569 J 11ill0ft �� M, MILO OR ANITA SCHLEIFER 4379 2432 1CWS-W.NE RENTgV,WA 'WA x �t�l�•gp ` �$ `�. UAL MWA�WMOTOR k« e.r i ••yy F� � V �. t � f � a }F" 1 2432 Jones Ave HS .. .. a.ntou, Je 96056 ::iohael A Benc.t wastewater Utility s4closed ar a a50 check to cnke s� licfttios for permit to install my sldesewcr. "y I do not intend to comeet at either end until the Jones Ave - or ec=e into service. x� ` + trench sly the 6" S7C 1 e from the house to the 9- I wish to simply dig . " D � street and cover before the winter rains sat it. Tl+ea when the Jones Ave eeacr is re rdy to serve I can look up ..I-Lout havi:g tc fiFhL wiater weether digging _ } eeroaa my y,rd tc the street. Sind slY" :=110 Ja:.le fifer azs -6�o6 t, + i F. 'Qr 9 W, 0NjL%MY ARMI f"» 1►�!'i7,�r.. ...� wi >Ad Hal iv.rf•' ` ! I it L_ Two J A{ CITY OF RENTON y Department of Planning/Building/Public Works Earl Clymrr, Mayor Lyaa Gullmaa, Adsa:tttslrator August 16. 1990 Milo Schleifer 2432 Jones Ave. N.E. Renton, WA 99055 1 Re: Parcel No. 334390-3641-09 As you may be aware, the City is in the prOeera of constructing the West Kennydale Interceptor. This line will connect the dry sewer ill Jones Avenue to the active City system. At such time as sewer becomes available to you, the City will send out notification. This notification will be important for two reasons. I) A Latecomer's Agreement exists on the Jones Avenue line. As part of the agreement, interest is to be charged until such time as the latecomers fee is paid or until the total reaches 150%of the original latecomer's charge. The interest charges will begin 30 days after notification of availability is mailed. If you make application for sewer connection and/or pay the latecomer's charge within that 30 days, you will not pay the interest. 2) The City is in the process of raising our Special Utility Connection Fees. It is anticipated that the new fee schedule will be in effect prior to the completion of the West Kennydale Interceptor. Since connection of your property is dependent on a City capital improvement project activating the dry sewer in Jones and this project is currently under construction, the City will allow connection under the old Special Utility Connection Fee for the first 30 days after notice of availability is mailed. After that period, you will be subject to the fees applicable at the time of connection. It will be necemry that this letter accompany your application for permit. If you have any pucstiom, please colt Customer Services at 235-2631. Very truly yours, - 77 � Niel A. Benrit e.ater Utility W KICONI I/MAB.If i 200 Mill Avenue South• Renton,Washington 98055 •(206)235-2631 . . ....,.e„ �. . t.^•-rr..a�ar.� .�sr. .� ��a�aa�_ FROM:CH2M HILL SEA 2064625951 TO: CITY OF RENTON SEP 14, 19W 10:39PM UR32 P.01 Ikki EnOineors ,t\ •I�5D FAX TRANSMITTAL PWnners �+� �`t 1 6co mats s C�T( OF RE Dept FAX (206)462-5957 Sclentisls neeol* Dept. 61T6 DATE: 9 /q.f� PROJECT NUMBER. Sra TO: ♦A R.^ o rT" FROM:—---- (OFFICE): iN r/! �6Nlt�_ EMPL.NO._ SST CITY: --.- STATE: Wk S .2sr� FHo t a 263/ FAX N: Z NO.OF PAGES TRANSMITTED INCLUDING COVER SHEET: ,/h,wc ; YIIdS� <aC(' uyu- PETUPNCOPYTO'�L IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED PLEASE CALL! US 1463-6000 WOW"UO • FOR OPERATORS USE ONLY • • CONFIRMED by TIME SENT DATE: -- COMPLICATIONS $PO"M offC 771106MAW P.NE. M ff .LLblftW� � cHm mi P O.8,9)500,BwWM1IP.RtlNhpicn W W�7D60 uw«uw•xr Vr.wix 1 ` `Y'°LTE Y STAKfNQ ao[[o Y[,R„ NOTES _ Y[L1NE . llYEl! •R00 A![ -R00 lMOT M p[! I - _ __ 1 •i�•. I AA IR)1112 XOR YL Rt YfNI _- SEItgM 1100 Cl[Y� Nt flfY Rpl I fL[• W[ 191014 � t' X.� NV frililON RNGLE pHf R�l1 11MY[ ROO IM1l IIIY „_ �M3 7.4g , N 90 7llzaotxyy.cq . . lio ,7. 173vN +7.o'If l —4L4z�s:= ,12� . .. �rx�2 jii�7 _�a'�^-' . 95 [a�_ —I =z 38`" .zs� A 9�` �._,:4••9T a, � — .� •I, I I o .- .,._. •77 _. _..._. ` Y! ' DoolU- 13J��}j1t72.�_.• , � — -- -- --- - .- . {.w g'—�zsf�A�1-7 Izt7i���z3r>2 I)LO. �- --- .I R -f 73"4r � 2,' 5z,�s3 tzA—__ TA J J t 1 v E+w SEWER ,.,., 4• D+s a .="a•' STAKING .,w __..• NOTES - YOi ; M1In�Ef•N'1 SE p.ho-E 7.62 '�- 'ECO REr _ . _Iq0 twos _atr_ ttn _ _ .-__. CtwT[11 L1Mf :l/rT Mt�tEEt _ - -I 110111t MOR vtAT Y['IT -_1.•• ,Ntt '' !i/,TIM ,/qt oroT OItT 11M0\t -EOY PR. ntr tt�fiON Wp ntv CUT ntv Ooo EEEr CUT UOK 2f S j :I- L.-3#L �?s id J f __ l Al r CITY OF RENTON Department of Planning/Building/Public Works Earl Clymer, Mayor Lyme Gottmaon, Administrator September 4, 1990 Robert McCormick 161 Mapleway Road Selah, WA 98942 Re: Parcel No. 334390-3644-07 As you may be aware, the City is in the process of constructing the West Kennydale Interceptor. This line will connect the dry sewer in Jones Avenue to the active City system. At such time as sewer becomes available to you, the City will send out notification. This notification will be important for two reasons. 1) A Latecomer's Agreement exists on the Jones Avenue line. As part of the agreement, interest is to be charged until such time as the latecomer's fee is paid or until the total reaches 150%of the original latecomer's charge. The interest charges will begin 30 days after notification of availability is mailed. If you make application for sewer connection andror pay the latecomer's charge within that 30 days, you will not pay the interest. 2) The City is in the process of raising our Special Utility Connection Fees. It is anticipated that the new fee schedule will be in effect prior to the completuln of the West Kennydale Interceptor. Since connection of your property s dependent on a City capital improvement project activating the dry sewer in Jonas and this project is currently under construction, the City will allow connection under the old Special Utility Connection Fee for the first 30 days after notice of availability is mailed. After that period, you will be subject to the fees applicable at the time of connection. It will be necessary that this letter accompany your application for permit. If you have any questions, please call Customer Services 115-2631. Very truly yours, ins-.Li'c�f-rr' Michael A. Benoit Wastewater Utility w KICONn/MAa9t 1 1 200 Mill Avenue South- Renton, Washington 98055 -(206)235-2631 i 1� I Engineers Planners • Economists Scientists August 23, 1990 SEA22077.B1.40 'C TZIIV City of Renton f�.1�. 1 200 Mill Avenue south C1TY or RvNTCPI Renton, Washington 98055 �nE2f�ng D�P� En6 Attention: Michael A. Benoit Wastewater Engineer Subject: West Kennydale Sewer Extension Billing Number Seven i Enclosed is invoice number 274080 in the amount of $1,213.68. This invoice covers professional services performed between June 25 and July 24, 1990. At the time of this writing we are awaiting notification to provide the construction staking for the project. Following that activity we will be on call to assist you as required during the construction phase. P..ease call if you have questions or comments. Sincerely, C H4RUff, Edwin P.E. kmb/668.51 Enclosure f i CH2M Hltl SeaMte pHce 777 108MA,,ii;hue NE B .Washington206 45J Sg P 0 am 9 1WOwWashinpon 98009-1050 i T� 3 Td« ' 1 ( 1 Engineers Pianners e �"• '. . I�II4 Econolnists _. ® Scientists August 2L, 1989 SEA653.72 s City of Renton City Hall 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Ronald Olsen, Utilities Engineer i Subject: W. Kennydale Sewer Extension (Revised) Enclosed is a draft Supplemental Agreement No. 5 West lennydale Sewer Extension (Revised) for your review. We have developed an engineering fee estimate based on our understanding of the project. The scope and engineering design fee generally assumes all design by CH2M HILL. We understand that the City may choose to accomplish a portion of the identified work. The following paragraphs describe the basis of the scope/ fee estimate for your consideration. Task 9.a GEOTECHNICAL EXPLORATION. ?ae lump sum fee for this task is based on three drilled test holes and two backhoe excavated test pits. Time is allotted for coordinating with utilities, obtaining existing caotechnical data from WSOOT and obtaining access permission from property owl.Ca. Task 9.b DESIGN OF WEST KENNYDALE SEWER EXTENSION 9.0 (REVISED) . The estimated fee for this task is 9.d based on four plan and profile sheets at a scale of 1e=201, and one sheet of rosion and sedimentation control details. It assumes CH2M HILL contract documents used with City inserts as agreed to for the Well 5A pump Station project. Also included in this task are the design surveying and the easement surveying (tasks 9.c CH7MHLLL Seattle OAice 777108rnAwnue NEAWWYue.Wa.Nmuson 206.453.5000 PO Bo+915X Bellevue.Woshlnp/on 98009-2050 � �� t1r A Y City of Renton Page 2 August 21, 1989 SEA653.72 and 9.d) . The proposed alignment crosses five lots (including City owned lot at Jones Avenue N.E. and N.E. 24th Street) before entering I-405 Y right-of-way. This task does not includ< 1 construction staking. Task 9.e DOCUMENT PRINTING. The estimated fee for this task is based on CH2M HILL providing 60 sets of cortract documents for Bid. City will issue and mail documents, maintain planholders list, issue addenda and administer bidding. Task 9.f CONSULTATION DURING CONSTRUCTION. The estimated fee for this task is based on the City providing the on-site observation services. CH2M HILL is to provide limited site visits and shop drawing review. j Task 9.g CONSTRUCTION STAKING. The estimated fee for this a task is based on CH2M HILL performing field surveys to define clearing limits, setting construction stakes on 25 foot centers and preparing cut sheets for the contractor. Task 9.h RECORD SURVEYS. ":,e estimated fee for this task is based on CH2M HILL performing field surveys to determine as constructed manhole locatiors and inverts of the completed sewer. Task 9.1 RECORD DRAWINGS. The estimated fee for this task is based on CH2M HILL revising the original drawings to agree wit . information provided by the City. No field measurements are included in this task. Task 9.j OTHER SERVICES. The estimated fee for this task is based on CH2M HILL's anticipated participation in the following activities: - Public meeting with local residents. - Coordination and design review with WSDOT. " AV4 City of Renton i Page 3 August 21, 19N9 SEA653.72 �'- 1 I , I _ { on the chance that this Supplemental Agreement No. 5 is -t acceptable to you, I have enclosed three (3) signed copies to speed the process along. If I can be of further assistance, please call. , . Sincerely, Y. CH2�M�R�ILL�� Arthur L. Storbo, P.E. Project Manager '} sea/bls/289/001/0v y> ' ' Enclosures ' r. may.. rp'-4 f n'4 tl } CITY OF RENTON — Department of Planning/Building/Public Works Lyon Gattmann, Administrator Earl Clymer_Mayor 1 � E Y 1 Y August 21, 1990 I Richard Houghton 3716 Lake Washington Blvd. S.E. Bellevue, WA 99006 R Subject Sanitary Sewer Semite to Kindle Gordon Properties e Dick, The following would be required to service the above-mentioned properties(Tax Lou 229650-0030, 229650-0036, and 229650.0037Y 1) Extension of an 8' sanitary sewer main out from the stub out of the proposed mauhole on the State right-of-Way to the 15' utility easement shown on the short plat and thence north setting a manhole at the northwest corner of the Gordon property (maximum to' from north property line). This extension will be made as per approved plan and City of Renton Standards. 2) Execution of a 15' utility easement, with the Cay of Renton as Grown,from the Sate right-of-way to the existing utility easement. 3) pay-lent of all City fees. including but not limited to Special Utility Connection Charge(unconnected parcels only), inspection/approval fees on mainline constructive side sewer inspection charges, and area charges. Also of interest is the fact that Parcel D(Tax Lot 229650-0038) will have a latecomer filed against it. If this lot connects to the sewer in the freeway right-of-way, it would be subject to this payment. If an V mainline is extended as proposed and parcel D connects to this new extension, it would not be subject to the latecomers. If you have any questions,please call me at 277-6206. Very truly you", 9y_410��- t` Michael A. Benoit Wastewater Utility HOUGWrONIMAB:U i 'I 200 Mill Avenue South - Renton,Washington 98055 - (206)235-2631 1� .�1 Eva zVOL ims a JL JL 14 A PORTION OF L075, ALL OFL NE Y4 OF NN Y4 OF• SECTION S TWP. 2 A/M M L/A/L Sacnov I �. �ie9•GJQS'W _ _ /5000' I I I I I 1 .1 1 I 9 � I v I h � I ti r g I I I I I I W w Ne9•OAT vs"K' I 1 LQ I M \, Iso.oc Al 6f'YV 1 I CERT/F/CATE I HERE9f' CERTIFY TWT 1.444 THE OWAIAR /A/FEE SIMPLE 0`THE DESCRIPTION L4AID HEREBY FLATTED /N 7NIs 3h'OATT•AtAT �A�� ,....ae LOT S EXGEPT 7m AIORm 60 FEET Of THE t LDT G. ELDOAA ACRES, ACCORD/A/G7oPLa EMMLTT ,r;A yq�•LIME // OF PLATS PAc;E X,RECORDS OF. L —J I I A PORTION OF LO7 5, ALL OF LOT 6, EL DON ACRES NE Y4 OF AI)v 4 OF SECT/ON S. TWP 23N., R.,SE.,W.AI KING CQ WASh: Cam. A.69N LIAM 51WM / s A/e9"05l5"iL' � j I • INB9•GJdf'N' _ _ __ — _ _ _ _ _ ____ � I "so 00 ; I I O I i Ap+ I I /7000' ^S W $ , O � 14 0 W I 170.A7" � N f9.Or al "w I 32000' .. FWW'i�7777&77_Y $ i r/6D.00 C_0 CC' II EASEMENT 10o'_'y B9•oi af'w mo.00 I I E °'im DESCRIPTION APPROVALS // LOT.S EXCEPT7m A/OR7N 60FEET OF rw EAST /7o FEET AAIo ALL OF EXAM/n/EDAA/D APPR ........... LOT 6, ELDOAA ACRES, ACCORDIA/G 70 PLAT THEREOF RECORDED 'Al VOLUME // OFpLATS p,46E 8G,RECORDS OFK/A/G CO, AA3H/AIGT0IV 1 I De C H Earl Clymer, Mayor e F N fri v h. August 16, 1990 - - ' j ~ A y Sharon Barker � 17440 S.E. 142nd a rn y Renton, WA 99056 - Z Q t N z Re: Parcel No. 334390-3649-02 DS o As you may be aware, the City is in the process o ] ^ G ) Interceptor. This line will connect the dry sewer o 00 system. ? y V • m At such time as sewer becomes available to you, tl q „ notification will be important for two reasons. " V Arr 13 A Latecomer's Agreement exi-ts on the lone c 7 interest is to be charged until such time as t �^W tom! reaches 150% of the original latecomer' to The interest charges will begin 30 days after m � you make application for sewer connection I 3 that 30 days, you will not pay the interest. G .�7 2) The City is in the process of raising our Stir anticipated that the new fee schedule will b in M e' West Kennydale Interceptor. Since connecti -( ac " �' cmrcp Citycapital improvement project activating T^a;'" � - D J 8 - currently under construction, the City will t 'Jtility Connection Fee for the first 30 days cecc After that period, You will be subject to the TrOXrey v� V It will be necessary that this letter accompany y0l 'y�-9r'= Questions, please call Customer Services at 235-26 ao-nx ert J Very truly vours, pj a I Michael A. Benoit Wastewater Utility WKICONI6JMA01r I i i 20r1 %lilt Avenue South - Renton, Washington 98055 -(206)235.2631 '. I I K t CITY OF RENTON MEMORANDUM DATE: August 2, 1990 TO: Larry Warren, City Attorney FROM: Mike Benoit, wastewater Utility SUBJECT: West Keneydale Interceptor Contract Enclosed is a signed .opy of the above-mentioned contract. Please complete your review _ as to legal form so we may st,bmit to the City Clerk for the Mayor's signature. Ooe item that we are aware is missing is a copy of the State Contractor's License. He claims that he never received this year's coy from the State and is trying to get a copy. We will include the copy prior to sending for signature. If you have any questions, please call me at 277-6206. wgt-CokT/s B.If Attiichnxnt �r J �I ST.PAUL FIRE G MARINE INSURANCE COMPANY St. Paul,Minnesota =111-1ablhry ST.PAUL MERCURY INSURANCE COMPANY ST. PAUL FIRE& MARINE INSURANCE CO. St. Paul.Minnesota ST.PAUL GUARDIAN INSURANCE COMPANY P. O. BOX 91009 St.Paul,Minnesota SEATTLE WASHINGTON 98111 Capital Stock Companies STATUS INQUIRY TO: CITY OF RINK" 200 KML ARIUM SMM MUM. M1 "1153 Bond No.400 HV 7560 Your No. c„wrwiw KM CMGTN TUN CO., DC. o.wnwb.orcowm - IIIST 313111111IIIlORiE DIllMICEPIOR S-374 D.� Cowan Aw CMarwl0 n C177 OF R mat f 253.924.74 7-19-90 Dear Sirs: This Company is surety on the bond(s)described above.Without affecting our liability under our bond(s)described above we would appreciate the following information and return of this form at your early convenience. . You very truly, _ �-- Dw 1. IF CONTRACT COMPLETED: Cmpnwn Date Dw<Cowpnron Nwn F�wa Ow<Hm1 AYwm�NW FiW ewnr..P"a MCLVC'NI SdLE>T,v A.,M.m.nc<Prw�uos If w. "w wp perwJ e,pn<! Yes n No 2. IF CONTRACT UNCOMPLETED: Perttn�:amplwM ProMMe,wnpinion au Pw:o awe awwn.p< Z. � AM.: /490 2 I,.ws anrewM wmw.wnr. ewnwe�n 1 OB/ 46 d 2 S e 2 4 S Z if Yes �] No 1. ARE THERE ANY CLAIMS,ASSIGNMENTS OR LIENS ON FILE! = Yes a No It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety and is merely an expression of opinion. It is also agreed that in furnishing this information no guarantee or warranty of Be curacy or correctness is made and no responsibility is assumed as a result of reliance by the surety,whether such information is furnished by the owner or by an architect or engineer as the agent of the owner. Du< Ovwr ar TuIr to C<> . U.< P r>v THE LANGUAGE IN THIS FORM IS ACCEPTABLE TO THE SURETY ASSOCIATION OF AMERICA 11919 Rw.a-BB Pnwnd.n U.S.A. pease,make any additional remarks on the mve sr. J 1 I ®SEWER EXTENSION Renton,WA _ } Bid NOrl1a open 2J0 pm 7/590 W2S1 Bida Ta: City Clerk, 200 Mill Ave S, Renton 98055 Spe s,With,CH2M Hill,engr,-77 108th nve NE. Bellevue 98004, 206.453-5000 A Se,ceclPKlMBulldera Enginear !OOO NonnuCYJey.Suirc 2t10.Bon 96043,Benewe.wA9BIX S25 fee July 12, 1990 Constr 1,377 of 8' DI grain,sanitan, sewer pipeline inddg installing manholes &connections to existing saninry sewer & 140'of this pipeline will be installed within steel using which is to be con. city Engineer stnacled by boning& jacking for West 200 Mill Ave. S. Kennvdale Sewer Extension. Renton, Washington 98055 Co1v;ACTS: Elizabeth Dowden Charlene Walters (206)827-9900 Dear Sir/Madam: Help foster a competitive construction market in the Northwest.Take just a moment,and fill in the award information related to the above contract When you've finished,please drop it in the enclosed envelope and mail it tv us.We Will publish this information. Thank you very much for your help. Sincerely, The Editorial Staff Contract awarded to K...� Co �� Amount "213, 2ZA. 1 >< Address of contractor 4'?3 4 S W 71 z A IL Sp J 'r J+ 9da L3 Date of award du.v It,g O If all bids were rejected,when will bids be opened again?Hour Date Signed Title t i V emon Pubbc at ions Inc.M* - 1 ra I cs } CITY OF RENTON Earl Clymer, Mayor Office of the City Attorney July 11, 1990 TO: Mike Benoit, Sr. Engineering Specialist FROM: Law:.r.o J. Warren, City Attorney RE: Contra-t locunent for the Construction of the West Kenny,.' , Ee•rer Extension - City Project S-376 Lear Mike: I have reviewed the above-referenced document and the same is approved as to legal form. I have been waiting for the signed copy to respond but am concerned about the passage o: time. L.IW:as. }f Lawrence . Warren Encl. cc: Mayor Clymer A8.58:05. Post Office Box 626- 1 2nd Street-Renton,':'ashington 98057-(206)255-8678 Jv4A U I Eninneis 1 _ L Planners CC�� Economists Scientists 1 CITY Of P ENTON r November 10, 1988 ' D:pt. S MINX^Pe,"-I"RPup.q4%Me,l Pee i SEA22077.131 ROUTING - REQUEST Pl e ® READ Til ❑ HANDLE ❑ APM.OVE Mr. Ron Olsen WMI N�1• "`� �0 „ Utilities Engineer ❑ PoswARO �. b��J City of Renton T City Hall ❑ REI URN .f>~. 200 "ill Avenue South ❑ KEEP OR DISCARD �— Renton, Washington 98055 -- REVIEW WITH YE Dear Ron: Dow ECM 4 Subject: Kennydale Sewer Crossing Alternatives and Variance Application The purpose of this letter is to report on a recent mee::`ng between WSDOT and CH2M MILL, and to supplement our pre, uus letter report dated October 27, 1988 to include two new alternative routings for the proposed sanitary sewer. 1 As per our telephone conversation, I met with Mr. Tim Wicks, WSDOT, on November 4, 1988 to obtain information and I-405 right- of-way maps needed for the variance application. The variance review consists of reviews by the WSDOT Bellevue Office, WSDOT Headquarters in Olympia, and a Federal review (probably conducted concurrently with the Headquarters review) and is estimated to take three months. 1 During our meeting, Mr. Wicks informed me that another alternative routing (included in the previous application) would need to be evaluated. This has been accomplished and included herein (refer to Alternative B-3 shown on Figure 4.) . Alternative 11-3 stays out of the I-405 right-of-way and locates the pipeline on private property. The cost for this alternative is quite high due to construction techniques required to protect 1 foundations. The estimated cost of Alternative B-3 :s $602,000. i r CN2M XIL SeaslN am<e 1111061�Avenue,N E.Bellevue.WashiW". 206453.u000 P a Box u•500.Bellevue.Wasn,nD,on 98009 2050 7 V l i I Y ' Mr. Ron Olsen I!I Page 2 November- 10, 1161 SEA22077.Bl Mr. Wicks also indicated to me that a routing that minimized encroachment into right-of-way would be much preferred by WSDOT, and, therefore, I have included another alternate routing which I recommend that the City consider (refer to Alternative B-4 shown on Figure 5.). Alternative B-4 locates the proposed sanitary sewer on ;rivate property to the greatest extent possible, with the northernmost 600 L.F. within the right-of-way. This routing .tags clear of the houses that are adjacent to the east right-of- way boundary and, thereby, avoids the higher construction costs required near the house foundations. The estimated construction cost for Alternative B-4 is $210,000. I Descriptions and cost estimates for these new routing alternatives and those alternatives previously evaluated follow. WEST RENNYDALE SEWER CROSSING ALTERNATIVES The following alternatives were investigated and are shown in the attached figures: A. Construct a sanitary sewer west along NE 24th Street under I-405 (part open cut and part jacking and boring installation) B-1. Construct a sanitary =ee:ar ncrth within the I-405 right-ot-way to NE 28th Street (all open cut installation) B-2. Construe' nitary sewer north within the I-405 right NE 28th Street (part open cut and part jacking a ,ng installation) B-3 Construct a sanitary sewer north adjacent to, but, outside of the I-405 right-of-way to NE 28th Street (all open cut installation) This alternative differs from Alternative B-1 in that sheeting of trench is required near house foundations. B-4 Construct a sanitary sewer north staying outside the I-405 right-of-way to the greatest extent possible. This routing locates the sanitary sewer on private property for approximately 1,000 L.". then crosses over into the right- of-way for approximately the last 600 L.F. (all open cut ins*allation) C-1. Construct a sanitary sewer north along Jones Avenue NE to WE 28th Street (all open cut installation) i, l ilt . N >n ^l se'n Page 3 Nb 'rmbrr 10, i3H6 SEA, ,,','I B) C-2. Construct a sanitary sewer north along Jones Avenue NE (part open cut aad part jacking and boring installation) The cost estimates for the various alternatives are found in Table 1. The order-of-magnitude estimates include 8.1 percent sales tax where appropriate. Several design assumptions were necessary to complete the cost estimates. The sanitary sewer pipe size and minimum slope were provided by the City's engineering Ftaff (8-inch pipeline at 0.004 slope). Direct buried pipe was assumed to be PVC and carrier pipe within casing was assumed to be ductile iron. Salvaging existing manholes and pipeline, where applicable, was assumed to be offset by added labor costs. Surface restoration assumptions are discussed in the individual routing descriptions below. Table 1. Alternative Cost Estimates. COST WITH ADDITIONAL ALTERNATIVE COST STREET IMPROVEMENTS• ---------------------- ------------ ------------ A. $664,500 N/A B-1. $200,000 N/A B-2. $480,000 N/A �~ B-3 $602,000 N/A B-4 $210,000 N/A C-1. $283,000 $514,500 C-2. $658,000 $785,000 • Additional street improvements include storm drain, sidewalk, curb, and gutter. Refei to discussions below. ALTERNATIVE A. The design for the HE 24th Street (I-405) Crossing has been completed by CH2M HILL and is the basis for the alternative A. evaluation and cost estimate. The conceptual layout is shown in Figure I . Alternative A. would include installation of approximately 700 LF of encased sanitary sewer carrier pipe; approximately 250 LF of open cut pipe installation; and 5 new manholes. Mr. Ron ols•,n Page 4 November 10, 198d SEA22077.131 The estimate .is based upon CH2M HILL's previous design modified to eliminate the 24-inch stormwater sewer carrier pipe and down sizing the 12-inch sanitary sewer carrier pipe to 8-inch. These modifications provide for a more equitable comparison between alternatives. The 24-inch stormwater piping was included in the previous design as a result of the large diameter casing size recommended (adequate space available). The 48-inch diameter casing is necessary for installation accuracy. ALTERNATIVE B-1. As discussed above, routing the sanitary sewer within the I-405 right-of-way would require reapplication for utilities waiver from WSDOT. The conceptual layout for the open cut alternative is shown in Figure 2. The work would consist of approximately 1,600 LF of open cut pipe installation with 5 new manholes. It is assumed that the existing 6-foot chain link fence on the east I-405 right-of-way would require removal -.id replacement. ALTERNATIVE B-2. Alternative B-2, follows the same routing as B-l. but the northernmost 400 LF of pipeline would be jacked and bored (maximum depth of bury approximately 25 feet). A 30-inch diameter casing is used in the estimate to reflect a lesser degree of installation accuracy (as compared to the I-401 and Jones Avenue NE requirements). The 30-inch diameter 15 considered minimal in that if large obstructions are encountered they could possibly be dealt with manually from within the casing. ALTERNATIVE B-3. Alternative B-3 locates the sanitary sewer completely outside of the I-405 rig'`.t-of-way. The routing is unobstructed for the first 1,100 L.F., however, houses adjacent to the east right-of-way boundary require that the trench be sheeted tc protect foundations. Sheeting is limited to 290 L.F. of trench immediately adjacent to the houses. ALTERNATIVE B-4. Alternative B-4 utilizes open cut construction and attempts to limit encroachment into the I-405 right-of-way. Due to the proximity of some houses to the east I-405 right-of- way boundary, it is recommended that the northernmost 600 feet of pipeline be located within the rig:,t-of-way. 1� NAM i Mr. Ron Olsen Page 5 November 10, 1988 SEA22077.B1 ALTERNATIVE C-1. The 8-inch sanitary sewer would be routed north along Jones Avenue NE connecting to the existing sanitary sewer in NE 28th Street. The work would consist of approximately 1,440 LP of sanitary sewer and 4 new manholes. It was assumed that th, existing 8-inch sanitary sewer within Jones Avenue NE would be removed and replaced with new pipeline. Salvaging existing sewer materials (dry) would not result in significant cost savings due to the additional labor required. Alternative C-1. would result in a maximum open cut depth of 35 feet in the vicinity of NE 28th Street, and side sewer connections would need to be correspondingly deep with temporary disruption to existing services. Surface restoration for Jones Avenue NE includes full-width AC pavement restoration. Costs for additional street improvements including storm drain, sidewalk, curb and gutter have been estimated as well based upon recent requirements for the Renton Well 5A Pump Station design. Two estimates have been prepared for alternatives C-1 and C- 28 with and without the additional street improvements (refer to Table 1. ). ALTERNATIVE C-2. Identical routing as C-1. with the last 535 LF jacked and bored. One advantage to this alterrative is that existing sanitary sewer connections would not be disrupted. Due to accuracy requirements, a 48-inch diameter casing is required. Surface restorations are as discussed ' above for :21ternative C-1. Please call if you have any questions regarding the updated study results presented herein. If the Alternative B-4 is acceptable to the City, we will prepare the necessary report and maps for application to WSDOT for the utilities variance. sincerely, Thomas P. En leson Project Engineer cc: Don Wright Art Storbo Bud VanDerAa , . I i - - IWOs� F NF 28th Street AD Aq lk �. tm,VIVO.". � s �. 4°� �u_ J �,��� f �• �r � , '�- � tire. Q 4 NE 24th Street V . + EE • I i� 1 FIGURE Sewer Crossing Alternative A. ..r Y ar - ti • � Y r �• y • �� '" �t +'"JM•� is ��'� ,�,•�`�_ • r a _ .r3,r. I• w Is 44 h goo . - .. •. . . Y.�,. . ,� _ .. ,•. .''15:�1.�ya •,'M,W^^•:twi:+Alr,.'i'�b".i..,-1� - :,T ..�. r. rpm 'r. ', 1i1�` y lL,,,.r„ �' 28th SL re E•� , ':1.14 i � • Boring and Jacking Pic + .41 f- All NY 24tn Street v j' iFIGURE 3. �- r Sewer Crossing Alternatives -1 and C-2. � 1 •' 1 L �1 I k Its lip sj�(R �;�K�t'f - �• ,�•' i t ', may. `, rj ' Ali k I- uP dV UPf�ll1 i Awmw I � r I I .j i! SS 4Zut 8 ... . . . �. ` T24N.R.SE W.M. ' sf I zo T. 7.3 1J.R,5 E.W.M. 0,10 C IJ v 7 I n L ;'Nz y f' S� 1 I u 11/I IL L1 I .I I 5— a i ; 00. f i - i • is ., , . �i . I . .^, .,..;I,,,,�I i sf A. x MA _ posed 8-inch SS Existing MR - i A C R E p __ V •_ C!-)"AR .t Refer to Figure 3. � � � C°"aT + � $:=i+s:�.�--r.,.•:;�;nrtps.tr-.:>r- for house locations ZaV 7 A ZZ45 o RF.Ntu\ TO 6ESSSD II.F. AREA I r ti FIGURF. 3 . i 23IN R . 5E. W. M . 1 t I . VOID . . I Sta 3',�9'COTo)-a.9o:•CC _.,. _o.3 s.. 3 _? :i+w i sac 5 _ --- ) a .. i I _ -lj-._ _. •� b. a emw w. •M�IMae a ] r yYr : 23N . R . 5EAV- M ' VO10 — r aJ ^l u _ _ ,m : •,: 3'::tli.4tGY jf.Tl�ltR:ltwar:ws ) ( - '* • - -," �. RENTON TO RE.V\YDALE; a 'r PL{V SHOWING ACCEM At\G mclw N N wur or z.a[era 4.,9ss, ] 3E ww' 6ec5 vE .`.n,g Svc S a. • y A Ul lk IT G �/ r,•a av[ �[ y — UNDERCR066m6 37 C Sx-l.S 1•v �� _._.. —• -- =�' _ ems' --_� _za Dr 3 sosv j my•..s• • ,� m ) •..On CBE.3 11 ... ' z= Rs 1 ))G 3a1 ))e >xs no ) 2 at r�oe �♦ Sn +:u 1.a anJ'.n FIGURE 2. �T. t. z "t C lC{. 0 z3 r' 12 63 zSI% �225 ' SR eo5 ,� 2�� ' X22So A a 32 rz31' Proposed 8-inch SS Existing ^^' ' C n W Z f _ a t s - 6Mr � Y ~ It X�' - �t , ram► 9" ,�5 , Jt r s +w .^4,10 TOM 24t. Street Cassny IL ! ' 3 ` - �,* ! • 1 FIGURE 4, � t F Sewer Crossing Alternative A. r M. i � ca 414 1 e I � I l 11 t li iIOY: - 311^. .13 .K1^.Q Ply �Y- __ "�� ( • r� r\ ` 1 -1 �• Ij�� 1 � i } I�.N• w r � SCy 1 ,ti ,p''::]s' }►.=may ."'A,'��' >, 111fff t 9,L,it ! � .A0* f- L'- •. '� " "y`1 �' I NJ N •� :� L i p, �Ne L � 1r T + •t eyt� � ay Iv]p AIL m ' �.1 `. Ft • 1 � 1, IRA i� -{ j ..p+, � j ;• pp x -5 : �.E z4r. 1 strcot FIGURE 5. 1• ' Sewer Crossing Alternatives B-l. and B-2. J 1 , r , , V z'<tr 1 , talc < x /6 40, �t "�`: .i ''I• {:: _ '�- 5F _,th Strec.• r � FIGURE F. I.„ t Sewer rrossino Alternative B-3. y. ar t6•�� ' I > ]il � J F ;•�+C , �9 :: `fi t: + 11 St �et IK RN .�� .. i s kilo � .! Ok t _ +. •, .' y � ti .'I Mgt . it 1 �I ,rat t �` f jl i •41 L !•1�! .R' II .I � y �i - '�""-- f' 4 ! ( • I -.j SE 24th Street JX� FISURE 7. Sewer Crossinq Alternatives C-l. and C-2. L— d J r .a I �idpY4S -- E� E,�.`u $iJM f0�1 Cub ra of !'>c- fl S43 ip�l4 l u , „itrn'tri CI'•/ V(fiuc r)1Atc7 IJ�"pr tlil' �,S �a,S,N cdnzCc- � A1'�p G►A«'�� A( h�l �. ,:N i IM.�4 i (�QO"`l (1r ��j �t`���•( 4yN` 4 S V • n 1Cia to iltE (iw+. Ey f Nu SItE ,MAP A PA U LnaLC• ftlL C14*1 Milt S�TC' &VL."Cl S, l=nS�'•xs"rr'S jl'L 4 a s Engineers Planners Economists Scientists October 27, 1980 SEA22077.B1 CIT( OF RENTON d Dept. Mr. Ron Olsen Utilities Engineer City of Renton City Hall 200 Mill Avenue South Renton, Washington 98055 Dear Ron: Subject: Kennydale Sewer Crossing Alternatives Enclosed are conceptual layouts for the alternative sewer crossings described in our letter dated August 24, 1988. Brief descriptions r.nd order-of-magnitude cost estimates are presented later in this letter. As anticipated, constructing the sewer intercepto_ within the I-405 right- of-way appears to be the lowest cost alternative. As we have discuszIed, this alternative will require application. to 1 the Washington State Department of Transportation (WSDOT) for a utilities waiver. Upon your review of the study results, please notify me as to which alternative you wish to pursue. The necessary waiver application will be prepare., for submittal to WSDOT if the I-405 right-of.-way alternative is selected. PROJECT HISTORY A previous study of alternatives, by thx City, inaicated that constructing the sewer interceptor within the I-405 right-of-way was the lowest cost routing alternative. Subsequently, a waiver application to so locate the sewer was denied by WSDOl' due to what was perceived as insufficient cost difference between the alternatives evaluated to warrant consideration for waiver. CH210 HILL Seome omcs m soetn A. n..NF,Betio u ,wusMrpton 205 asa soon i a o eon 91500,soirewe.wasm,pron 08"p 2050 1 � Mr. Ron Olsen Page 2 October 27, 1988 SEA22077.B1 As a result, CH2M HILL was contracted to design the NE 24th ( Street I-405 crossing (project title: West Kennydale Interceptor). CH2M HILL's cost estimate for the NE 24th Street crossing was considerably higher than the estimate used in the previous waiver application. This was in large part a result of geotechnical data obtained during the design and its impact on recommended jacking and boring procedures. A reevaluation of the routing alternatives (current study) was subsequently requested by the City. WEST KENNYDALE SEWER CROSSING ALTERNATIVES The following alternatives were investigated and are - shown in the attached figures: A. Construct a sanitary sewer west along NE 24th Street under I-405 (part open cut and part jacking and boring installation) B-1. Construct a sanitary sewer north within the I-405 right-of-way to NE 28th Street (all open cut installation) B-2. C-nstruct a sanitary sewer north within the I-405 right-cf-way tr 9E 28th Street (part open cut and part jacking and boring installation) C-1. Construct a sanitary sewer north along Jones Avenue NE to NE 28th Street (all open cut installation) C-2. Constr-uct a sanitary sewer north along Jones Avenue NE (part open cut and part jacking and boring installation) The ccst estimates for the various alternatives are found in Table 1. The order-of-magnitude estimates include 8.1 percent sales tax where appropriate. Several design assumrtions were necessary to complete the cost estimates. The sanitary sewer pipe size and minimum slope were provided by the City's engineering staff (8-inch pipeline at 0.004 slope) . Direct buried pipe was assumed to be PVC and j carxier pipe within casing was assumed to be ductile iron. Salvaging existing manholes and pipeline, where applicable, # was as to be offset by added labor costs. Surface restoration assumptions are discussed in the individual �..±., " routing descriptions below. y f + r. L • Mr. Rol. Olsen Page 3 October 27, 1988 SEA22077.B1 Table 1. Alternative Cost Estimates. COST WITH ADDITIONAL ALTERNATIVE COST STREET IMPROVEMENTS* ---------------------------------------------------------- A. $664,500 N/A B-1. $200,000 N/A B-2. $480,000 N/A C-1. $283,000 $514,500 C-2. $658,000 $785,000 * Additional street improvements include storm drain, sidewalk, curb, and gutter. Refer to discussions below. ALTERNATIVE A. The design for the HE 24th Street (I-405) Crossing has been completed by CH2M HILL and is the basis for the alternative A. evaluation and cost estimate. The conceptual layout is shown in Figure 1. Alternative A. would incli,,le installation of approximately 700 LF of encased sanitary sewer carrier pipe; approximately 250 LF of open cut pipe installation; and 5 new manholes. The esti. _e is based upon CH2M HILL's previous design modified ro eliminate the 24-inch stormwater sewer carrier pipe and down sizing the 12-inch sanitary sewer carrier pipe to 8-inch. These modiiicaticns provide for a more equitable comparison between alternatives. The 24-inch stormwater piping was included in the previous design as a result of the large diameter casing size recommended (adequate space available). The 48-inch diameter casing is necessary for installation accuracy. ALTERNATIVE B-1. As discussed above, routing the sanitary sewer within the I-405 right-of-way would require reapplication for utilities waiver from WSDOT. The conceptual layout for the open cut Alternative is shown in Figure 2. The work would consist of approximately 1,600 LF of open cut pipe installation with 5 new manholes. It is assumed that :.iie existing 6-foot chain link fence on the east I-405 right-of-way would require removal and i replacement. i Al, . Y P K M . i 4 s t Mr. Ron Olsen '` y 4' e. Page 4 October 27, 1988 SEA22077.B1 ALTERNATIVE B-2. Alternative B-2. follows the same routing as B-1. but the northernmost 400 LF of pipeline would be jacked and bored (maximum depth of bury approximately 25 �, . feet) . A 30-inch diameter casing is used in the estimate to -reflect a lesser degree of installation accuracy (as compaxee to the I-405 and Jones Avenue NE requirements). The 30-inch diameter is considered minimal in that if large obstructions are encountered they could possibly be dealt "with manually from within the casing. Several variations of alternatives B-1 and B-2 involving 'V locating part or all of the sanitary sewer construction within easements through private property adjacent to the I- 405 right-of-way are possible. One possible routing would locate as much of the pipeline as possible on private property. Due to the proximity of some t,,�uses to the east a I-405 right-of-way boundary, the northernmost 600 feet of pipeline (open cut installation) would need to be located within the right-of-way. If the right-of-way is eliminated { as an option by WSDOT, the northernmost ,00 feet of pipe � -i installation would probably require come bo-ing and jacking k. due to space limitations. While these variations were not included in the scope of this study, the effort to minimize constructions within the I-405 right-of-way may be a useful negotiating stance in anticipated future discussions with "WSDOT. T ALTERNATIVE C-1. The 8-inch sanitary sewer would be routed • north along Jones Avenue NE connecting to the existing sanitary sewer in NE 28th Street. The work would consist of approximately 1,440 LF of sanitary sewer and 4 new manholes. 4 It was assumed that the existing 8-inch sanitary sewer within Jones Avenue NE -would be removed and replaced with new pipeline. Salvaging existing sewer materials (dry) would not result in significant cost savings due to the i additional labor required. Al�ernative C-1. would result in ' a maximum open cut depth of 35 feet in the vicinity of NE 28th Street, and side sewer connections would need to be correspondingly deep with temporary disruption to existing services. k � Surface restoration for Jones Avenue NE includes full-width Af, pavenent restoration. Costs for additional street improvements including storm drain, sidewalk, curb and gutter have been estimated as well based upon recent requirements for the Renton Well 5A Pump Station design. ., Two estimates have been prepared for alternatives C-1 a„d C- ' 2, with and without the additional street improvements (refer to Table 1. ) . J1 i it _ .{ N X rye. !t ref Mr. Ron Olsen Page 5 October 27, 1988 SEA22077.B1 ALTERNATIVE C-2. Identical routing as C-1. with the last 535 LF jacked and bored. One advantage to this alternative is that existing sanitary sewer connections would not be disrupted. Due to accuracy requirements, a 48-inch diameter casing 1s required. Surface restorations are as discussed above for alternative C-1. r Please call if you have any que::_ions regarding the study results presented herein. sincerely, Mation H. VanDerAa, PE Thomas P. Engleson '+ " k Project Engineer . Y r cc: Art Storbo {t.6 T . ?i44 "b�"s t,• by r Tr . s 1 0. I +ram-►� 1 ��' � 1 �.,�.e� �l� 1a wl .' NE 28th Street • 11 'ably • * Jr got Y ILLc 'r'V fi 1 44 MA ,y� t Y iL � y r 44f{q .� �+'� , p,.,�'V,F �. �a � � � �� `� Ny 24tii ctrr ,♦� le It FIGURE 1. ". - Sewer Crossing Alternative A. ti, r I A yy �_ J J t { 1(� NO `, Irk„ � • r . OW Boring and k: > _f C�.ry ..r re ��' j• �'Y ' .e 1 �w �. �'Cf• JJ�' �. '7w 1 -, -a, ,- Street I so FIGURE 2. ! _ Sewer Crossing Alternatives B-1 1 and B-2. or J ° I ,K' i • �., `� NI: 28�h Street P,tie 11�1n i({� /Y �� 1 1 • boring and Jacking Pit t CC_ M+..�i' R��y •,., ,r I , r 11 �,�►�t?' �� • � ♦ S;� l y � {�c. pit 4 -�//�" ! ) 2Py - ,� f ,♦i . _� i! NC 24th Street MrAV ,'{•� { - ' '• FIGURE 3. Sewer Crossing t1ternatives C-1 and C-2. r � K A :Y 1 M AR APPENDIX A Geotechnical Report 41 h 'T.. 1 .I.:A N. t 1 i �\ Engineersgc•a ; •re:s.;• �. :< \� Planners ;� 4 • Economists Scientis's •O°• r April 13, 1988 ass/ONA%. '22077.C1 , City of Rentor. 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Robert Bergstrom Subject: West Kennydale Sewer Extension--Geotechnical Report .•Y INTRODUCTION This letter report summarizes the subsurface conditions for © the West Kennydale sewer extension located in the City of Renton on NE 24th Street. This letter report was prepared in accordance with Task S. Geotechnical Exploration for t%p West Kennydale Sewer Extension of the Supplemental Agreement No. 3 to the Agreement to Furnish Engineering Services to the City of Renton, Washington, for Well No. 5 Rehabilitation Proiect. s. This report has been prepared for the exclusive use of the Cit•- of Renton for specific application to the West Kenny- dale Sewer Extension in accordance with generally accepted geotechnical engin^eying practice. No other warranty, ex- pressed or implied, is made. ` - The analyses and recommendations contained in this report fE( are based on the data obtained from test borings. The test borings indicate soil conditions only at specific locations and times, and only to the ?epths penetrated. They do not necessarily reflect differing strata or subsurface conditions that vary from those described in this report. If different subsurface conditions are found during construction, recom- mendations in this report may need to be reevaluated. In the event that any changes in the nature, design, or lo- cation of the sewer extension are planned, the conclusions i CHIM HILL SIaHl Offs 777108MAvenue NE..Bellewe.Wa 091Pn 2064535000 Pa.Box 91500.Bellevue,Wasninp,9n 98009-1050 L. Mr. Robert Bergstrom Page 2 April 13, 1988 ..__ S22077.C1 and recommendations contained in this report should not be considered valid unless the changes are reviewed and con- clusions of this report modified or verified in writing, CH2M HILL is not responsible for any claims, damages, or liability associated with interpretation of subsurface data or reuse of the subsurface data engineering analyses by others. i PURPOSE AND SCOPE The purpose of this geotechnical letter report is to present the findings of our subsurface exploration for the West Kennydale Sewer Extension. The scope of work included: o Project coordination of the geotechnical field program t o Field exploration consisting of six test borings 0 Laboratory testing of selected samples o Preparati-n of this summary report which presents the results of the field exploration and laboratory testing program PROJECT DESCRIPTION The West Kennydale Sewer Extension consists of approximately 950 feet of 8- to 12-inch diameter gravity sewer pipe. Ap- proximately 340 feet of the pipeline is located east of Interstate 405 and 400 feet is west of Interstate 405, with the remaining 210 feet within the Interstate 405 right-of- way. Pipe types under consideration for the proposed sewer are PVC and ductile iron. Because of the sloping topograph; i j combined with the cuts involved in Interstate 405, burial �.' depths to pipe invert will vary between 10 and 35 feet. ` Constructi, methods will include pipe boring, excavation, and backfi_i. The new construction will begin at an exist- ing manhole located at the intersection of Jones Avenue NE at HE 24th Street. The npw sewer will extend to the west on HE 24th, under Interstate ..,5, connect to an existing sewer in NE 24th Street on the west side of Interstate 405. The instillation of other utilities is being considered within the portion of the pipe that will be installed with pipe i 1 74 knnydale Intercept Corres -. F Mr. Robert Bergstrom Pace 3 April 13, 1988 _ 522077.C1 i i jacking and boring methods. At a minimum, this length will consist of the portion of the alignment under Interstate 405. SITE GEOLOGY The west Xennydale Sewer Extension site is underlain by dense glacial deposits. Materials present west of Inter- state 405 consist primarily of glacial till underlain by glacial lake deposits. On the basis of our test borings, the till present is a very dense silty sand with gravel and occasional boulders and cobbles. The glacial lake deposits are hard silts. East of Interstate 4U5, our test borings indicate the subsurface naterials consist of glacial outwash with localized areas of alluvial deposits. The outwash con- sists of very dense, well graded sand with silt and gravel underlain by very dense silty sand with gravel. Alluvial deposits are present to^ally and consist of interbedded medium-stiff silt with sand, and medium-dense poorly graded sand with gravel. Occasional boulders and cobbles may also be found in the outwash and alluvium. FIELD EX�PLORAT.IUN The CH2M HILL field exploration was conducted from March 16 to 18, 1980 and consisted of six test borings drilled to depths ranging from 21 to 45 feet. The test borings were drilled to approximately 10 feet below proposed pipe invert levels. The Oregon gusingwasparCMEeformed by 55 drill ner rig Drilling rig withmud rotary to Sherwood, techniques. The locations of the test borings are shewr. on Figure 1. Per our contract, no test borinee were performed within the Interstete 405 right-of-way. Disturbed samples were obtained with a 2-inch O.D. split spoon sampler driven with a 140-pound weight falling 30 inches. Samples were visually classified in the field according to the Unified soil Classification System by CH2M HILL geotechnical per- sonnel. Field boring logs were revised as necessary based on the results of laboratory testing. Groundwater observa- tion wells were installed in two test borings as noted on the test boring lots. The logs of the teat borings are pre- sented in Appendix B. Al k 1� Is.ye It t Mr. Robert Bergstrom / Page 1 April 13, 1988 �^ S22077.C1 SUBSURFACE CONDITIONS e Soils present in the borings performed along the alignment for the West xennydale Sewer Extension consist primarily of dense to hard silty sand to silt, with up to 15 percent gravel. Locally, areas of less dense sand and silt are present above these deposits. Detailed descriptions of the units present are found in the test boring logs in Appendix B. - 3 'r Soils west of Interstate 405 have developed in very dense glacial tills. Typically, tite upper 5 feet was found to consist of a hard, brown, moist silt with sand and occasional gravel that grades below 5 feet into a silty sand with up to 15 percent rounded gravel. The silty sand is moist to wet, brown to a depth of op to 20 feet grading to gray below this. The color change from brown to gray is interpreted as the boundary between weathered and unweathered till. Split spoon samples taken in the till from a depth of 30 feet to the bottom of the till were in excess of 100 blows per foot. No soil was recovered in sample S< in test boring B-1, S3 in B-3 and S2 in B-2. Because the inside diameter of the split -- spoon limits the size of sample obtained to 1-1/2 inches, it is possible a large rock was at the tip of the sampler, ef- fectively plugging the sample and not allowing any sample to be retrieved. Below the till, at an approximate elevatinn of 213 feet in both test borings B-5 and B-0, is a hard, gray, moist silt interpreted to be a glaciolacustrine deposit. The silt was not tourd in test boring B-6, which was terminated at about elevation 212 feet. This unit was encountered about 30 feet below preliminary proposed pipe invert depths in test borings B-1 and B-5. East of Interstate 4C5, dense so'_ls were also found, except for localized areas of softer material. These softer mate- rials were found in the upper 10 to 15 feet of test bor- ing B-2. The test boring is situated near a stream and the material may rQpresent a local deposit of recent alluvium. The clluvium consists of wet, medium-stiff silt with sand overlying medium-dense, wet, poorly graded sand with gravel. This upper zone of after, wetter materials was present only in test boring B-2. Underlying theses materials a gray, moist, very dense silty sand with gravel. was found and interpreted to be glacial outwash on the basis of bedding present in some of the samples recovered, with the exception of bed- ding presert, the outwash is a- • tar to the till present in test borings B-4 through B-6 01, ute basis of density and material composition, and it is difficult to distinguish between the two materials, - ji 1 Mr. Robert Bergstrom �.., Page 5 April 13, 1988 -. S2207.C1 i The outwash was also present in test borings B-1 and B-3, and was dense to very dense throughout the entire depth of the hole where present. The outwash present in B-1 consis- ted of a mottled brown to gray, wet, silty sand with up to 15 percent gravel. In B-3, the upper 5 feet of outwash con- sisted of a well-graded, wet, very dense, sand with silt, underlain by a very dense, moist, silty sand with 15 percent gravel to a depth of 20 feet. Blow counts on all samples of the outwash below 15 feet were in excess of 100 blows per foot. The glaciolacustrine deposit was present below the outwash in both test borings B-1 and R-3. In test boring B-1, the glaciolacustrine deposit was found 25 feet below the ground surface at an approximate elevation of 214 feet. This ele- v ation corresponds with the elevation of the top of the con- tact of the glaciolacustrine deposits and till present in test borings B-4 and B-5. In B-3, the unit was found at about elevation 227 feet. The elevation of the top of the unit in B-3 is 13 to 14 feet higher than what has been found in test borings B-1, B-4, and B-5. This indicates the con- tact may be erratic along other areas of the alignments.hard The glaciolacustrine deposit consists of a gray, moist, silt to very dense sandy silt. Blow counts in this unit varied from 58 to more than 100 blows per foot. GROUNDWATER Water levels were measured in test borings with observation wells installed during the subsurface exploration. These levels are shown in Table 1. Fluctuations in these water levels can be expected seasonably in response to preripita- tion. Water seepage into excavations should be anticipated. The amount of water will depend on the depth of excavation, time and duration of constructijn, and the type of soil present. Seepage should be anticipated at the locations of permeable sand and gravel or near the top of less permeable soil units. 1 i 1 I V 7M u`yslM�YB:�Ml4'•+•• 4 1�Isrs.A'+t kY +y _._ & r a f A h Mr. Robert Bergstrom Page 6 April 13, 1988 522077.C1 Table 1 WATER LEVEL ELEVATIONS s- C Approximate Water Depth Below - Teat Boring Date Level Elevation Ground Surface B-3 4-5-BB 229.1 17.9 h 13-4 4-5-88 242.1 16.4 Water levels recorded in test borings B-3 and B-4 are at the approximate contact of weathered and unweathered material. Weathered material tends to be less dense and likely more permeable, thus explaining why the water levels may be ?resent at the elevation recorded. The contact between the weatherei and unweathered units will probably be gradual and irregular and not found at the same depth along the align- ment. Water levels present in test borings B-3 and B-4 may represent a perched water level on top of the hard, very f dense, underlying material. Higher water levels, possibly at the elevation of wat,,r in the nearby stream, are expected in excavations near test boring B-2, which is located by the stream. Here, the upper 15 feet of subsurface materials are less dense and interbedded with zones of more permeable material. I LABORATORY TESTING ++ Laboratory testing was performed on soil samples selected to l , classify the sutsurface units and to evaluate their engineer- ing properties. Laboratory tests include natural moisture content, grain rize analyses, direct shear and moisture density testing. All laboratory testing was performed in accordance with applicable ASTM standards. The results of natural moisture contents are presented in Table A-1 in the appendix. Grain-size analysis curve, compaction test data, and plots of the direct shear tests are also presented in the appendix. x. I `S a -Y4� 4 wua. i.pYYar•r�A: » h.... . . W. a •` l� i Mr. Robert Bergstrom ti, /- Page 7 April 13, 1988 - -� 522077.C1 yY GEOTECHNICAL RECOMMENDATION/TRENCH EXCAVATION AND BACKFILL '7 Excavation From the extent of our limited subsurface exploration and °-•9 published geologic mapping in the area, it appears that ex- cavation for the sewers can be classified as common exca- vation. Common excavation can be defined as nonrock material that does not have to be systematically drilled and blasted to be removed from the excavation. Bedrock was not encoun- tered in the CH2M HILL test borings, however, based on our knowledoe of the characteristics of till and outwash in the j local area, boulders may be present loc lly in these mater- ials it the excavation. A Slope Stability _ For the West Kennydale Sewer Extension, excavations for the gravity sewer will likely not exceed 25 feet in depth. Trenches will have to be shored or side-sloped to app] iccblc 6 federal, state, or local agencies regulations that have - - indiction. In residential areas with nearby adjacent util- ities, trenches may have tc, be supported and braced to minimize the effects of the construction on the adjacent - property and utilities. Water inflow into the trenches is likely to occur in the excavations. Groundwater control and/or shoring of the trench walls may be necessary to prevent collapse of the trench side walls. Groundwater in the trenches should be maintained below the base of the excavation. i Trend Materials I Trench Stabilization, Trench stabilization should be used f To provide a stable base when soft or disturbed, wet soils f are encountered below the pipe. If the excavations can be thoroughly dewatered, the need for trench stabilization will t be minimized. Trench stabilization should consist of well- graded crushed rock having a 2- to 3-inch maximum size and i free from fines. This material will not be available from the trench excavation, 1►'ww4MM►'wl r 1 k Mr. Robert Bergstrom Page 8 April 13, 1988 S22077.C1 Phi a Base and Pipe Zone. Pipe base and pipe zone material "Id be used to provide firm foundation and lateral support for the pipe. The pipe base material.should be a minimum of 4 inches thick. For flexible pipe, ppe zone material should extend a minimum of 10 inches above the top of the pipe. If ductile iron pipe is used, mate for pbase and pipe gravel zone should be 3/4-inch minus, well-graded sand that is not sensitive to the addition of moisture, with less than 5 percent fines, compacted to 95 percent per ASTM D-1557. For PVC pipe, gradation and fines limitations are the same; however, the maximum grain size should be limited to 1/4 inch. Pipe base and pipe zone material should be compacted at opti- mum moisture content. This material will not be available from the excavation and will have to be imported. Trench Backfill. Soil from the excavation will likely be suitable for trench backfill. where surface settlement is i critical and should be kept to a minimum, trench backfii'_ materials should be limited to sand or silty sand. In paved i areas, ti-e trench backfill should be placed in maximum 8-inct 7- ` ; and compacted to 95 percent per ASTM D-1557 to nin `eet or the top of subgrade (below road base course materialO . The remaining 3 feet below the top of subgrade should be backfilled with material meeting the requirements of pipe base and pipe zone and should be placed in 8-inch lifts, and compacted to 95 percent per ASTM D-1557. Dewatering Groundwater was recorded in observation wells located in test borings east and west of Interstate 405 at an approxi- mate depth of 16 to 18 feet below the existing groand sur- face in both the till and outwash deposits. It appears this j water is perched and located in the less dense, weathered materials which overlie the harder, unweathered units. Based on the density and consistency of both the unweathered and weathered units, and the amount of fines present in each of these units, we suspect water inflows into the excavation will be small and can probably be handled with sump pumps at most locations. However, if more permeable lenses of sand and gravel are intercepted in these units in the excavation, water seepage will be higher and may require shoring and/or wells for dewatering. i �i 4e� Mr. Robert Bergstrom Page 9 April 13, 1988 "�✓ 522077.C1 In addition, east of Interstate 405, near the proposed pipe- line alignment, a small stream is present. In test bor- ing R-2, near this location, saturated deposits of silt with *• ff sand and poorly graded sand with gravel are present for a total thickness of about 10 to 15 feet. The lateral extent of this unit appears to be limited as it was not encountered in test borings B-1 and B-3. Prior to construction, diver- , sion of the drainage and dewatering may be required to yt#t minimize water inflow into the excavation. tys GEOTECHNICAL RECOMMENDATIONS/PIPE BORING L' At a minimum, 210 feet of the West Kennydale Sewer Extension will be installed in a casing that will likely be jacked and bored in place. The portion of the line affected will be ' ithe section within the Interstate 405 right-of-way. Subsurface materials present at pipe boring depths include Yk very dense till and outwash, hard glaciolacustrine deposits and alluvium. The units have been described in detail on '+,y, the test boring logs and in the section Subsurface Condi- tions. west of Interstate 405, the material at pipe boring depths consists of dense glacial till. East of Interstate 4050 both outwash and glaciolacustrine deposits are present. No subsurface data were available within the Interstate 405 right-of-way. With the subsurface information obtained from this exploration, it appears pipe jacking and boring below Interstate 405 will be within outwash, till, or glaciolacus- trine deposits or along the contact of the outwash and/or till with the underlying glaciolacustrine deposit. Drilling through both materials was slow. Blow counts in the till and outwash at pipe construction depths were in excess of - 100 blows per foot. Blow counts in the glaciolacustrine deposits varied from 58 to greater than 100 blows per foot. The outwash and till are primarily denser, coarse-grained deposits of silty sand with gravel and occasional boulders. The glaciolacustrine deposit is a fine-grained silt to sand silt. On the basis of what was found in our test borings, it appears the contact between the till and/or outwash with the underlying glaciolacustrine deposit is abrupt rather than gradational. i 1 } b ^ Mr. Robert Bergstrom / Page 10 April 13, 1988 S22077.C1 Pipe boring and jacking below Interstate 405 in this mate- rial will likely be time consuming because of the hardness and density of the materials present and the possibility of intercepting a boulder in the face of the pipe bore. Re- moval of these boulders may create voids around the o-tside of the casing. Grout may be required to fill these voids. Pipe boring along an irregular contact can potentially de- flect the casing and affect the grade. Water seepage into the pipe bore may occur in all units present throughout the entire bored alignment. Near test boring B-2, the uF7)er 10 feet of material is of lower density and consistency *nd likely more permeable than the surrounding material. Additional caving and seepage problems may result if the jacking trench is located here. ♦� The jacking pit should be located it an area that has ade- quate depth and bearing to support '_he lateral jacking loafs. It appears the saturated alluvium present in test boring B-2 may not be adequate for these purposes. The ' dense till and outwash encountered in our investigation will probably be suitable for this purpose. tlm/se6133/001 T.. ]�F1] p, I _ _.___..._.......__..._ W__ . ......_ ......_ . ...... ........1 .� .,� 1 ,7 iSG 11 8 2_.. .... _ 2- � Ul l f 2! LuI 3 Q Z ; —....... — 3 . i u W ..... 2! W LAI i 1 24TH ST es _•86 D _ !; Bl NE 24TH,...._ST . ..c... i J 3a71 D99 NOTE: BA%,e WAP UKEN FRONIXIT`, pF NTON� i LEGEND: OBI Tcat Boring location and number SCALE: 1'-600* FIGURE 1 LOCATION OF TEST BORINGS S22077.C1 WEST KENNYDALE SEWER EXTENSION 1=1 s MEN, 1 i r 4 }L Appendix A RESULTS OF LABORATORY TESTING a ,r l i se6133/002/1 s f ' i �Y. .. . --:7�,`yf�1@t �Sl'atldl�lA. . .. - �48�'• - r.` '.aid.'".,.iCL#:�"�:15�,.�..�3N"?1:3.hYLX�1N_iFt�" �dtLSta�iiiS'i�o. a e � .a y, 9� Table A-1 r� RESULTS OF NATURAL MOISTURE CONTENTS 'i: Natural Moisture . Depth Content Boring (feet) Sample IW11 i B-1 5.0-6.5 S1 12.1 10.0-11.5 S2 10.6 15.0-15.5 S3 18.4 20.0-20.3 S4 71,3 25.0-26.0 S5 15.1 B-2 5.0-6.5 S1 25.5 7 -`""-- 10.0-11.5 S2 9.2 15.C-15.9 S3 10.3 20.0-20.4 54 14.1 B-3 5.0-6.5 S1 9.7 10.0-10.4 S2 12.9 15,0-15.2 53a -- 20.0-21.5 S4 24.1 25.0-26.5 S5 21.7 30.0-30.9 S6 22.4 35.0-36.5 S7 19.7 B-4 5.0-6.5 Sl 13.0 X,a 10.0-10.8 S2 10.5 15.0-16.5 S3 11.6 20.0-2C.2 S4a -- 25.0-25.8 S5 12.4 :� " 30.0-30.5 S6 7.1 '� 35.0-36.0 S7 10.0 it 40.C,-40.3 S8 8.0 45.0-46.5 S9 21.5 T ti B-5 5.0-6.5 S1 14.7 10.0-10.5 92 9.7 15.0-15.3 S3 10.3 _ 20.0-20.3 54 9.2 Y>•„ , 25 0-25.3 S5 10.7 30.0-30.3 S6 8.8 35.0-35.1 S7 8.0 40.0-40.8 58 21.6 B-6 5.0-6.5 S1 12.9 10.0-10.9 S2 9.3 15.0-15.3 S3 11.7 }t� 20.0-20.7 S4 10.5 25.0-25.2 S5 12.1 aindicates no recovery of soil in split spoon sampler se6133/002/2 ��� r y ! JUL 'rdffi� _1A W210MMUSAWmANNIVAIL �ate. 1 U S SlenWnd Sieve Size(in 1 U S SWOMrC SNw Numbere HVWOCfter 3 'z z/. 'Je 4 B 16 3040 50 100 200 ae.. v+>•..r_: 100 j eo TO w 50 Z ' M \ \ 40 e \ i 30 20 10 0 + 10: 50 10 5 1 0.5 0.1 0.05 0.010.005 0.001 I GRAIN Si.E IN MILLIMETERS COBBLES CCA9GRAVELINE oARSE MEDSUAANn FINE SILT OR CLAY Symbol Sample Source Classification O-- B-1.152 SILTY SAND ISM) WITH GRAVEL I_ Particle size Analysis J am u S Slanaac Smve Sae o, J S SlanOlic Seem N,moe,S--- i --- rya'omeie• 100 3 1Ya 4. 'l. 4 8 16 3040 50 100 200 - 90 , so ro i W so z , LL C i 30- Ne 20 10 i 0 1C0 so 10 5 1 0.5 0.1 0.05 0.�I 0 005 0,001 GRAIN SIZE IN MILLIMETERS COBBLES C04ASE IV OnaSc I_-M F,NE I GRAVEL SAND SILT OR CLAY Symbol Sample Source Classification B-2,S3 SILTY SAND (SM) WITH GRAVEL I f f r Partials slss Analysis 1 F11- U S Sta,,aa'a Sieve S.:e U S Stanaa to Sieve Numaa: Hyaromele• 3 Pit 1„ o a B 16 3040 50 100 200 -- +s+-�•- 00 I 00 i 70 I Y w I I i X 50 LL {y ,0 6 30 d 10 0100 50 10 5 1 0.5 0.1 0.05 0.010.005 0,001 GRAIN SIZE IN MILLIMETERS COBBLES COARSE I FINE WgASE MECWM FINE SILT OR CLAY GRAVEL SANG Symbol Sample Source Classification j 0-- S-3.S5 SILT (ML) Yc � I .. .'„. i Particle it:.Analysis 3 1 f : 4 y 4 U S Staneere Sieve Srze(in 1-01 —U S StanwarO Sieve Numbers--I-- Nyam"ter 3 4 8 16 30 40 50 100 200 "•'••' •°s'" • 80 r 70 60 m HE 50 O Z LL H Z 40 WU 2 30 20-- t0 0 tp0 50 10 5 t 0.5 0./ 0.05 0.01 0.005 0,001 r. GRAIN SIZE IN MILLIMETERS CO4.aSE FlNE 1COARSq MEDIUM I FINE SILT OR CLAYt COBBLES GRAVEL I SAND Symbol Sample Source Classification -•O- B-4,S3 SILTY SAND (SW Particle Sias Analysis i US Standard Se"Size(in i —U S Slanoaro Sieve Nvmpers—t-- Hymomeler 3 V/z '. 'is 4 8 16 3040 50 100 200 u..«. ca•"; 100 80 I r IU 60 w 50 Z LL 40 20 � t 10 i i 0 100 50 10 5 1 0.5 0.1 0,05 01010,005 0.001 GRAIN SIZE IN MILLIMETERS COARSE FlNE .CARS MEDIUM FINE COBBLES GRAVEL SAND SILT OR CLAY Symbol Sample Source Classification 8-6,S4 SILTY SAND (SM) r Particle size Analysis I 4 Y w Fff— oc ■ . ■■■■� L NORMAL. (Pat1000) �■�■ i . HORIZONTAL . •- . .sw= Y �■®■ 1 . . HORIZONTAL - ®■ �. DEFORMATION Direct Shear Test Report B-3,S4,S5-C,.nbined Sample . 1 1 It _ • ' , js4, .L 11�� ��.�y�r, ." 4 l: t�' 1 r �_. � .. • _1+,.. fM'I '!_� w ., I�4RYiiCF • � •c�-R Y W�'M1M�MNMW' r'M,L. +.'�.�T'�."' � Y�F}f.k4M"M`.(I Y.♦ rv11R YrVMi•'�M'-.1'A •'i!' Mf 1Y+'W'/'.Y^'rMi 141..,M�M I c r%j .D B W.. In A IL-T- V) _.. _ ___ QCf N ... . .._ .__ H 40 N Q 5 7 ID.O 70 NORMAL STRESS (psf x 1000) A HORIZONTAL DEFORMATION Pn i w L z A a x ...., BC U, N w Y V_ Z HORIZONTAL ` DEFORMATION(in) C = 275 PSF� Qlreel Shear Test Report B-4,5.6-Combined Test Results J I 1 i MAX DRY DENSITY MAX. + kL"7 BS,CU FT 1 OPTIMUM MOISTURE, F - wo -_J_% % MOISTURE - 1IGi 624; 1'SO Dd ■62.4a100 � r� V ZE2D Al2 VOr zo i } ti /DO W V I90 ep 50 M015T URE 600J7M7- OF DfY DVJ617y - Compaction Test Rei lte }I:\, B-4,5,6-Combined Sample 'ylilll � _J ✓'s +r" Xp �i i Appendix B LOGS OF TEST BORINGS 1 * Y. 6 se6133/006/1 rr " ^R T?j k yy1 k.: p.n a`< j , e�1 {,r 11e 4wk x ....... PREJECT NUMBER: S 203'.C3 DINING NUPDEF: 1-1 SNEETI I OF; I CiRp HILL SOIL KRIM LIPS ------ --------• ------------- - -----_-.__.__. _ PRWECI: 1403 UMDERCR,SSINE - AERTOA SENEF LDCAr1010: ME 24TH STREE' - SEE MRF' .v } I EE1pLpEE(VVLLALTMIIOO6N: ':399p FT. DBeI.LIW6 CONTRACTOR; LENNER DRILLIM6 / 1 NRIERILEYCELTNQU AND EQUIIPMENT: MUC NOTAAy -SIWTS3311/!IB ilMl6h: 3111/01 LOSSER: S.N.AVCLIO i ______ __� E_ ____-----5��'- -___. _.._._ SOIL DESCRIPTION______....___'S _____-[ONM:NTS__._____ I PEN. I_' -- ----1V _ IEPTN I TYPE A TEST SOLI NINE COLOR MOISTURE IN L' OEFTN OF CRSIN6 BELOW !INTERVAL' ANC E ---------I CONTENT kELATIV� DENSITY DR :1 0' HILLIN6 RATE IRILLIN6 1 SURFACE NUMBER I C t 6'-6'-6-1 CONSISTENCY, SCIL STRUCTURE 0 6 FLUID LOSS, TEST AMC I I (FT; I (F31 I :tFT)i IN) MINERALO6Y, UBCS 6ROUf SYMiL IL INSTRUMENTATION I _ s,p Sl It.( 115-10-19: SILTY SAMC with GRAVEL, Bottled brom +n! '3, 1 Prry, met, dense, appra:utelY 6G: Tine --,. •; F-- o coarse grained sand, approLLNte:11 251 i 6.5 adlnm plastic $11t Appreaieately 1}1 - 1onus jrA,1I tvish?)(50). 1 _ 10.E t 10 h F j 62 I1.0 '. 29-'S-2C Ban as above acept roY dense ISM i i _- - 171 c, IC 5 . 65 '•I SILTY SAMF mitr GRAVEL, mottled bromn and +,•..., l3• 0•M p+Y wq very dense, a0proautelr 52 .- : $l:IV. plash: silt, apprwleaU 70. L : line is coarse grained sand, app^oaiatelr , '51 ] S' onus grave:, bedded I IOLtmaen'i'Sp µ 20 20.1 Same as above 1° �t 25 - M M S5 1.0 ' 26-50 Aptmllate contact o -- "DO*' SILT with SAND, Bray, mist, hard, said IOuwsh ath - 26. in .ones of clean said, approximately 75. IBlauclacustrine slightly Plastic silt apprexdalely 251 Idwoslt. : "dim Inured and 414ciolicu6tr:ne depcsitiRL). r. ss _ k •______ __ _____ _ -. . ............... ......... IPROJECI NUMBER: S210-41 --------- BORING ALMONER; T-- SHEET;' I OF: 1 .......—coXIL SOIL......... 014 LOB __________________________________, MIWECT: I40`. UNDERCRDSS:NG - RENTON SEWER LOCATION: ME 24TY STREET - SEE URF " 1 ELEW'ION: `273.3 Fi, PRILL106 CONTRACTOR: NENMER DRILLING I DRILLING NETuOD AND EOUIRMENT; MUC ROIARV - CME SS AYOLIO PIER LEVEL PAD DATE: ON START: 3119/82 FINISH: 3/1G/N lO6HR; ---------- ;v ;___--.________-_________________________1-----___-_____.-_-__--_-__-_________----___________..__.__..___________.___; I GAMBLE BID. SOIL DESCRIPIION IS [OURENIS - ______________________ OMEN. ;----------.-----------------..--------------:t ; ----- 1 WIN ; 1 TYPE A TEST SOIL NAME COLOR MOISTURE IN L1 TERTN OF CASING 1 BELOW ;INTERVAL: AND : E 1----- CONTENT, WAR DENSITY W :0 01 TRILLING RATE dRILLING :WACE ;NUMBER I C 1 61-61-61' CONSISTENCY, SOIL STRUCTURE 10 6: FLUID LOSS TEST AND 1 (FT) ! 1FTU ' 1(FT)i INI MINERALOGY, USCS SNOUT SR L Il IMSTRIMEN/bT10N - n � ' 1 S-N-V 51Li id SAND ]Dapped tin end 5Y, 1 - (0) ; set, Aid" stiff +perm awttlY 931 -' 1 ' sediva RIAWC slit, +ppppnal"tely I51 1 • 6.1 eed/us pruned send (Alluvcw"Hftk. -- 10.0 1 1 10 --'- 1 SI : 0 I IS-10-1' NO WPM - redrore to reccver sample (23) POORLY 61ADED SAND ute GRAVEL, qru, -- set� sed:us Omit, ap0'=,+matel, 601 - ' 11.5 1 1 ]Maus tc :oirse grained smd, r i ayyCrousah.r 201 3'1' uncs q�ave: 1 Ulllur Lusri 1 2 -- IE ; I 53 :0.1 1 10•5011 1�15.7� I 1100a1 SILT' SAND nth GRAVEL, Allre qn1 -- I s:M, war, dense +pR'ouuttl� 3Pl I nil /I S-1c sift, ngro.lsattly 351 reams to cane grained sand, ° apppauatel 151 I/2- lines grovel Ott.assI US�UI. 20 A s6 1dn ; sos• 20.d Same as abo,t IAII. 25 6. J Y Y s"c r,. d ___------------------------------------------------------------------------------- _----------- :------ tRRWE' MURDER: 5:2077.C1 (NINE NUMBER: 1-3 SMEE't 1 OF: OIL IWIMB LOG -----------------_____------------------__-------------------------._______._____-----------___________________-_---_ t� : POOEM 1405 UWDERCROSSIMG - RENTON SEVER LOCATION: ME 24TM STAEE' - SEE MAF j ELEVATION: '247 FT. WILLING CONTRACTOR. NENMER KILLING WILLIMB METHOD AND ECV'^DENT: MUD ROTAR!MAIE - CIIE S! : ---- -----LEVU AMC DATE: MA • ----T: 311A188 •.-_-----_rIMIW_3118198 LOGGER: 6.W.AVOLIO .; :_.___ ------------------------------------------ _ --_______________-____._- �, :------.SRN--- STD. SOIL DESCRIFTIOM__.---'-_---•••'S I COMMENTS PEN. I___________________________ _ Y _._____. I DEPTH i I TYPE 1 A : TEST SOIL MAIZE COLOR MOISTURE tN LI DEPTH OF CASING 1 BELOW 11MTEBVAII AND 1 F :-------- CONTENT I{ELATIV4 DENSITY OR IG DI WILLING RATE GRILLING:SW - 11� I (FT) iER ,IiTI: A�INI d�• N111FAATO6Y,�USCSL6ADNCSMIbI :L E 10 B IMSTRIIIIEMT�TIWFLU D LOSS ST AND i I 5.0 i 5 i Sl :1.$ : 17-W371 WELL GRADED SAND with SILT, tan, Hit, ID51 dense, sed:ue to coarse grunetl line.Inner 2' in saepler silty d.S : IOutush,.,,1541-5N1. _ I � 10.0 : 10 SILTY SAID with PAVEL, olive IraL• , mist41Y 0l t very ANSI, a prpugtely I7S{ I sL9'. dstic sil . apprmiutelY 171 1%2 eras ;ravel IDutxsh'1ISn'. NO RECOVE', I0.0 20 ••I I 1 __. : SA :1.3 3/-49-St' .AppprfmiNto contact c' 110N1 I SILT, Cray, mist MN, rL91AtIY plastic : :QC with - 21.5 I6lniolacustrine�epc%Ltl(ML1. :61aiplacustrise Aoocsit. 25 l Id l SILT, gray, mist no tones of free to —' 1--- sNus qralneE sanb li!aua!unstrinr I depcs:t11ML A i Mf '.f ,ti a Y r'; y-... ♦fir a +9A ii1'r ,r'y- r r ;PROOECT NURPr_A: G22071.[: 1 WINE WIABEA: B-' SHEET: 2 CF: ��,�" CX111•XILL_ .......:: SOIL WIN IN ______________________________________--_._.___________________--______________________-_______________ 1 PROJECT: 1405 11MERCROSSING - RENTON SEWER LOCATION: WE 24TH STREET - SEE WAR 1 I ELEVATION: •217 FT DRILLING CONTRACTOR: KENNER DRILLING -----_-, .../ DRILLING NETROO AND EQUIPMENT; ROD AOTARv - CIIE 5; WATER LEVEL AND DATE: NA START: 3111111 FINISH: 0111111 LODGER: 6.N.AVOLIO �_ _____________________________ ____;__________________________________________________________________________ SIMPLE----- PEN. ------SOIL DESCRIPTION !S -CONMENTS ------- ,Y !_____________SINS___.____. MAMIE IN : BELOW ;INTERVAL: TYPE E 1__TEST I CONTENTT AELA"TTW DDEENSIITYEOR :1 0: OMAILLINS RATE dRILLING -__ :SURFACE N R ANs• MIRE L STMJtTURf 6: FLUID LOSS Gi AMC IFTI :(FT); II RALM USCS GROUP SYME INSTRUMENTATION V so My �53D7!r;�i^iS11p gnYY, wts very mu, OVe Ap'o'nAtt1v A02 s!Lgnt;r Plistic silt, ggq.arutell /ql Iine or ggeN un1 Ac:olAcus rsne/epsl ttl N1. :s7 1.5 17-25-17i IlnAuuee 41e:oset". -- 31 ! SANDY SILT Drew, w:st her:, +1.5 tip e• O/ -- I Aprosisately TD1 slligntlr Dlist'" silt, if ft. of grsvol Aso. - k.5 A pronsgbl!' ]Ot free grunea sine 2 !t. Rt untonrte. f E3Aaa1ACYst•:ns NepsltllRLL. ENI SOIL PIPING AT 4.5 FEET. j AO /5 y 4 - Y �s Y� v k S. :PROJECT NURSER; 522077.C1 0106 NUMOEP: 8-4 $MEET: i OF: i CX2M XILL R.: -OIL ➢RINLN - --- �.-•� : PROJECT: 14c3 UNDERCROSSING • RENTON SEVER LOCATION: N 24TM STREET 6 READON AVE N - SEE MAF 1 ELEVATION: •-58.5 FT, DRILLING CONTRACTOR: KENNER DRILLING ,r DRILLING METHOD NO EOL'IPMEMI; NOD ROTARY - CRE 5S I NTEA LEVEL AND DATE: NM 57UT: 3116/H FINISM, N17118 L06SERr 1.M.VITEN SAMPLE i SID. SOIL DESCRIPTION :S COMMENTS 1______________________ PEN. --------------------------------------------:Y __ OEPTN : 1 TYPE R 1 TEST : SO!-N ' COLOR MOISTURE IN'I DEPTH OF CASING IELON :INTERVAL. AND E ------: CONTENT AELATIVA DENSITY OR :1 D: DRILLING RATE ARILLIN6 !SURFACE (FT) :HUNGER :(FT:: 6A:M' 6., MINERALOGY, USCSLSAASTRUCTURE WP SYYN06L IL 1; INS1AUNIATIAOAT AND - :1' ease c0urte. •• - : 51 :0.9 : 17-26-36: SILT antb SRN, brw uctb orange 162) tottlm1A Oust. verl bard, approuutelV - �- I 201 to . i fine grained sand, occasional 6.5 i rwnden to s0rotnded grave: •• (withered TLW!MLI. I S2 :0.1 35-60;41: S;JT SND, brdbn edctt to Net vtlr - dents, atprounttly /0% :0 501 isnea, /- 10.6 rms 9•uned and Occasional rounded- K, - : wll 6ra.el (NsiiWered TT11)i4M). - 15 i -- ♦I 57 311-5 -c lase ae abase becoung Otte gru-brow r 20 ND RFCC'dER1 -_ sri t 1 : _ 1 Aa`' 1 15.0 { 23 1 SS :0.7 : 60-401*: 6m ggt above eacep: gray IUn.eatnered 4 (1000) : TL111RN1. -- 30 n r, lea t n ;�• .+Ai.wilt nh'p .S aP �... ___________________________________________________ _-_____-__._-______--_--___.____.-- !iiJECT HUNGER; 522077.C3 BORING NUMBER: 6-1 SHEET: : OF: ; CH2N HILL ......... SOIL DORIN6 LOB �. PROJECT: 1405 URDERCROSSINE - RENTON SEWER LOCATION: N 2/TH STREET A MEADOW AYE N - SEE N3F ELEVATION: `258.5 FT. DRILL146 CONTRACTOR: FENNEP DRILLING DOILL116 METHOD AND EQUIPMENT: MUD ROTARS - COME K 4 CATER LEYEL AND DATE: NN START: 3/16/80 FINISH: 311710 LOGGER: I.R.NITEI. : -_--.---.-.-.---___________________________________________-______-______________--___---_----.--._--__-_______ SARPLE 1 STD. 1 SOIL DESCRIPTION :S 1 COMMENTS i ! ;_____________________I PEN. --------------------------------------------;Y _------__-_-._-__-___-_.__-. 1 : DEPTH I 1 TYPE R 1 TEST SOIL MAIN COLOR MOISTURE 10 LI DEPTH OF CASING 1 DELON !INTERVAL' AND E '-------- CONTENT AELAW DENSITY OA 11 0! OIILLINi RATE bRILLINE ' (AFT) (FT) 'ACE MIAIEA :(FT): a•(N) N',, CONMIIERALIOGY,,�USCS SOILGROUP SSTRUCTQUi& 1L G: FLUID LOSS TI . INSTROFNTATIONEi AND t e . Dray, acts 0 N eery 30,�� (100_� dense, fine Drained tend, ocoslmal - r ndeedd small gravel (Un.eathered Tiyli(SMI 't S7 10.! 57-60 Saee as above except bro.n, appears --a. (100•) the red ISM . - 3a.f-f--�—f� Be ;0.: AS r Sipe as above tSN). wJ� 15.0 1 $P 1.0 '. .!-4.`6: SIJ pprayY, eClst, Mrd (611cialacestrine p roximate cmta-.t p' (NB, depositlintl. !Ill. and Glacip:an50111 - ':do sit. 16.5 END SOIL BORING AT /0.5 FEE'. I Installed -- p1e2eeeter 1.l tip at ^1 IBravel Nicked fro base "11 :of Mole to 35 . t wK NIPPON 35 - w i Y- i' s 7i.. t .�s A -------_-------_-------- __________________ 'PROJEC' NURSER: 52207].C1 _ _____________________________ _ _ 1WtIN6 NUIIFP: 1-5 SMEEi: CHN HILL SOIL WIN IN ' _ _ _ _ _ _ _ _ _ _ __ ____ __ ______ ___ _ _ __ _ /'• I PROJECT: 1401 UNDERCROSSIN6 - RENTON SENEP ;DCAIIDN; Y OF INTA OF REAOON AVE N { GARDEN CT M --------------------------i 'y : ELEVATION; •253 FT, DRILLING CONTAACTM KEMER DRILLING OPILLING PETHor ANC EOOIPIENI: IUD ROTARY • CRE 55 I PATER LEVEL AND DATE: NR START: 3/17/IB FINISH: 1/17108 L065ER: 6.YdVOLIC ----------------------_______________ __;_ _-_--_______ '• SOIL O-SC------- IS COMMENTS ` __.___ ___TYPE -____SIMPLE � , DEPTH I KLDW I TYPE I R TEST SOIL NAVE COLOR MOISTURE IN L' DEPTH OF CASING ------_-- ISIAIiAR 'INTERWILjNJRIEP 1 C 16•-6••6': CONTENT EY,kELASOvt NNUCTUAE 11 0: DRILLING RATE 6RILLING ` I (FT) In) 10 61 FLUID LOSS TtST ANC I lfTlj INJ i MINERALOGY, US'S SHOW SYRBIIL 1l 1NGTUNENiAi1Ga 1 � S i• CMn SI I1.3 16-16-22: SILTY SAND, rottle0 to and brow:, Net, •- 1 ISBI : inn. ipprulutay 201 Peck" plestic I 6 5 "I sill, approalute:y 101 fine to cure j grainrd Sod (oratiNred Timm). I 10 6. S: '0.5 1 SE SILTY SANG Pith GRAVEL cllrr Lr, mist, 10.5� ; I:ODa) ' rely dense, approruately 151 to -,0% _ S;Igbtly pras 1c silt, approximately 653 flue to reC:ee Slain" send, apporoal4tely :51 einos 1141e, IlleatWrec i11U(SR),- 15.0 S: 'U,: 50�4. ! She as atovt except Appleruately 51 5\ 56 :0.2 501' SIL7v SAND 1n1�, Nast, rerqq dense - �•3� ! (IOPa'. ap►rtsisate{y 202 eN1Ve plastic Ili, apPrauuttly 751 fine to curse ,1,1ra1nN sea;, apprmlNt#IY 51 314• Orevel i IWeeathheeled Lll)ISR., -, I 25.0 ' 1 25 --I 25.3 0.7 I jjpp•1 San as abcve (SM). a i I- -1 ---------- ------------------------------------------------------------------------------------------- :PROJECT HUNGER; 5l20 .C1 SWINE UMBER: 0-5 SHEET: 2 OF: CHIP HILL ......... SOIL:GRIM LOS ____________________________________________________________________________________________________; 1 PROJECT; 1005 UNOEACABSSINS - RENTON SEVER LOCATION: N OF INTI OF MEADOR AVE N 6 GARDEN CT N /-- , 1 ELEVATION: `25. FT. DRILLING CONTRACTOR: YEMEN DRILLING 1 MILL106 METHOD ANC EXIPNENI: NUO ROTAR, - ONE 55 1 NATER LEVEL AND DATE: AN START: 3117168 FINISH: 3117/60 LOSSEA: G.N.AVDLID -------—_______-_____________1_____________________________________________________________________________________-1 SAMPLE 571. 501E DESCRIPTION 15 COMIENTS , -------1 PEN, -__-_-______------------------------------:Y ;___--___-______________-_ 1 DEPTH 1 : TYPE : A 1 TEST 1 SOIL NAME COL,^' MOISTURE IN LI SEPTH OF CASING , LING �� :INTERVAL MRIBEEA C 1 6•-6•-6' CONSINKYY, SOIIONTENT LL SFAIICTURE NSITY OR 0 SI FLUIDILOSSSATTESTT Akt 1 IFTI : (FT) IIFT11 (NI MINERALM, USCS OROUP SYPW :l I INSTRUMENTATION Ju- --n k 6ense, a'� NL qnT, wss very ' oprmaLwtely 152 wdsue plastic silt, apprmseately so% fine tt rse —i 1 grained and, aoproaieatetl1 15� ��• minus -- : gravel IUowathared Ti111I5111. 35,0 35 ' A.: 57 10.1 SOr I' Saes as aWre ISM:. 7 10.0 I -- 1w S6 10.6 50-5014'1 SILT, gray, octal, hard, wdius plastic Apprduoate Ccr.;.: c ^60.6,� 1 1100q I61Auo.atostr:ne daPmsatJ(ALI. Gill and - /- :deposit. - END SOIL WING AT 10.9 FEET. -- SO _ SS 1 60 IS : T I. tY. y 1 OECT NONIEA; 5:10^.LI ROBING NUM1fF: B-c SIEET: CN2N MILL I ------------ ` .....veA. SOIL WINLOS ____________________________ I PAOOECI: 1105 UNpEMSINS -MENTION SEVER LOCATION: N 2416 STREE' - SEE NAF ELEVATION: '137,5 FT. DRILLING CONTRACTOR: WINNER DRILUUS -------'•'- : DRILLING METHOD ANY EVLIPNENT: NOD ROTARY . CME 55 ISH:MAYER LEVEL AND DA'E; MN STARI; 3116/15--.._-----.-Flo---- ------S -.--LO-SEA_ S_P----- __________________________________________________________ , SABLE SOIL-DESCRIPTION-------- ----------IT I_ 'EST SOLI NAME COLOR MOISTURE IN LI OEPTN OF CASING i ,ISWMIX iPCF ,'Ik1ERVAL; AMA ? C �.!'-E'-6" LpRISTINCY,1111 ASOIL STRUCTURE 10 SI 'LUID LOSS AITISTTANC Nr (FT) 1 (FT) : UFI1; IN, MINERALOGY, IISCf IROIIP f961 1 : 1NSTAUMEMT6TION - :Fill sort dr111115 to .. 14.5 lowt. INit Ira Is 1 cobbles it _ 1 R 14.5�mt. Narde� 5.0 S. -A- c-3( SILTv SAND, brown with pranpe 210ttltp. I Ide111tnS be1o.. r mist, dowse, flu to udaus IruMd send, I aypraaurte.. Si to 101 rowboat drawl d.5 : IYeatwed Tt1:!(SMI. -� 3.= 57-6F1' Sue as abcre 01"Pt hne flees nes (Sol. Smd, -. I100-i loproautelo 301 to 401 iS - —T---1 5: 6014, Sou as adore ,Sow,• 1100r1.j a 20 --P—r--� 1 I f/ .0.7 1 60-60'2'1 Sao, as above 11ceppt pnY color 1 I+20,7 (1COs: I IOnweathered LI11(SM). I i - _ 25.0 ; INo observation,del! 25� 2 I 4S :0.2 601" . 1.iveSANry dmith GRAVEL, armtoly to milto I Iinatdled. Nt appmloatelf 365 tP 401 gqravel : alvmtutelY 401 send 131111cmid be a oup;. ._ END SOIL GORINE AT 25.2 FEET. - . WIWI a, I �-.AimadmL :. ,slip_ ala6tiN_ .�._y.=�G_� •` ?..��► __ �� ♦ YAYYtwIV' YL. ' d ; 1w AV,-,fr, ■ r APPENDIX B Cost Estimates A (� , r1 •-�' tin . � '. � ... i � -. i;. a �. i .':(�1 � � •�. `r 'v.y w'• �'x r:q.: � �' � '.. tiy . � 1i r �s 5E :•E..(. e'. .:`i1'.:1.: .::' :f 111 i1i .•:E•-.• •e:'.1.:E -:is .P 12'li i -.. . 1 n. i :GET EITEaE:.• Et'ai'. EE• " .o. E ... LF .. .. te::- .. :eS E .- . .J[ttt a. 1+• A::ua'::F 'C• zisu. 1L:: E, tLar.{. 3-;P:^Y ! •., '-------1a------ 5usttb: i Ranntifit 1 15 diet EA c IF' - IF Get: EA �' 0 • ;t AfeG ISnfett p Ent .' :. °it 1 Et 5 I' IE . /5• . E deep, ct+•Ect.w tc s sst 1 :ores EVett 1 EA s IE Celt. Cr'E. E If. E 1 :at' • 't. .• : EA •/: i-•<.. :::osartE D. .aste. '.npe•3rf: ------- •.Y. R 4. c,t Btsa ng FakttF,t 11 Aa:.:s: Asp'a:: ct'trttE niinw'. - 4b 15 At farem'. Aestcrat3an. :• 3E TA le Ease -.3. se •a AE fareser e• tE f•lRe` f f'ATr. i ... E •t• ��Et.'ft i :- f.:. ,. • •man R ref Aj k Jaafip � Tt� \ s F T f ......._.., ... JA"- 6A 1T 'IS' EIT ENK:'. SE Lai n..,•el:F '. .. . ... Lfi4 �aF':afL 4 ,:.. 1�: :. C i'•iTA.:'^A - Sa!i-G. ..tCG,GC: Ef`I'A: .DP:a�aP6 Ea^6 alpaACf, ta:11 rA:1an 1 lii -------------- ............... Seel Ta. on L.At:t Reis 1 6.1% $49,240 A.TEEA:TE •A• Ci%Sic::T1"%7TG- vaeac µ•,••lea/A�: S 4 1 � ,• , -.EIS ell - Y, GL 41 w S e ,.- ,. .. .. ........ .: .. ..•..c :far :.:: �,: :.:E^;?' :, e•.--' .: -. e..o - .. E05' EtrENt'.. 4. --------------- tv HI:E I;Itirp, tNCnS, 4rceluo E l.. 54,]1' .µ __ i 5{Lt9ta; Ie,:E- `* la'•:ll:: IP° - 8 aeF; EA 1,585.(>: t3,e(M 6 LE - 12 all; 3 EA :,IY:,;C SP,M e c 1E' - :0 an: 1 E4 .. W - 5 ale: En 5.6:1.'0 15,625 f ianla L 21a ; EF 1,00:.c i1,00. aP - E all;. t t.- a-s' E f[=Ja1 L 24tn I Ee 1,:Q:1 Ye. [._ ..:o.:•[e fa• .F... . :e'rec E tdL f2,103 --------------- fiF . Acc'.,tar;ll a_ > 1: inlac.1; AE9E :.5:t.4; 0`,0" �,:'t' 1: 1lkvary :est:rq I.T.S. L' 12.0. f15,9ct f16[I 1,:07 t° ,. -:rett E•utvent 1 ;•a{nfae E:t:' --------------- q. _ '. A: 'xalF:•: tfJ:.a: :f. S, /"P5 C.:.: -A �' l 4 R • 1 x I t f .. -. .-. tE14E . . .... . .. .. .� tit COST EI'EfaSi S•. ....._.._a_.a..a.a.._..__..__. .._a: ........... -------------- E'FOL:x. t3,1:: .a - 143.671 ............... i .......... AE1ERWE '.-. COaS'E;:'1 Cn •O'c- Tc.':fc t:3:,2P: -Y 1}4a7+ 4 I r x F ' '�A 7 i. s } 1 Y utt. 1'. .. cwl 17. ,F .. _. cc:,- i'. .... 17 a --------------- Atob:_ Aa:.a:F •;• NCF. i:ttrp, tasting, hndul.1e f 111 IE•��: 1L 49 `E ,efep En l,fi:`. . 1 !E 1. off; EA :,IIR t8,1V E IE'' - .' tole 1 EA I,S;C.O: 14,5Li 4E' - 5 du; 1 E. 5,6-.00 48' - E deft, COMIC;:.n to ellst dtr I EA I,Ci C.Pt /t,Gi. /5 -11 ut;, :or•.tc: to f.at f sc':;: 1 :.tr I EA ___- is----- 5,iAl,ta: 4el wu D. fasu, unte414eu f C'. -------------- 5cimu: $20:E } A�;,f ti•r!6 finefdlhg 1.5 AC;E :.5'rJ,ili IS,.".•: l'> iefAc•a•r Fentlrg &4 _F C.t"x ti.fvr. 14 Rma l i At;:au E' chain i:ni rtnu fib: t; Cvc"Ke E•usrvl f Srauage E.tct - -------------- �q E,S.tatal 1:.5`. fe— e`: r 1 A 1 F F. i 3 I i ............. . . -.. . .: .. . :' 1.51 EJTE%E: .. .-.. _.-.-. .._-._.-..-- -_ ._- . .._......................_.a_...,......... _...._._-- i.-- } .. ..... :f 10 cVt'o:. test, area;rq d ............... 5ctt:++. f:lc,nla [ai p.p pe.e.i :.':. :f:. :-:F, 'C:.':.:1;I 5;c'C'a. It17,'VI no 01 f .. v.... .... .._•dtf ..o '.i: ..J4 -.E'. -ia•i iu'1 S\'. . ......... ............vu........un.......::, .= cfc- '.9C J ., .. :E:Y LF 7. o. `-'Efn'; Ft;.:'E: t: F-:tec. F.:::]UYf :-I.f' AIIc.a^:f wle. ntt:-;i' teftl•,S, Hann L.as: 4F - 1: cm; En tL< 1. AE` dfr,, iclnectr tc a :at t ]a;es d :hr at:. :."E:: :: f 1-t t in i:ltwd•:e to' was'.(, aadv:nfc t It% C.[' i A;c;rta^crs Ic f.escw : v;:ua 6 Gdl" r FF':F % . L; s.:. Zvz ate E-Easeaf•t 1 Pra:ra:d :::c- e: Lt .. ---- -l':.f. 41 I ` 1rtp,, 'v •a,t J b EA i .:.......:.. ........................... .. -. . . .. .. c.r ---- ' ____-__ ---.-- crr.., ... .: 6or n:4ti;at:-r ! I;: $44.616 ............... ` $01.e5/ --------------- Iteaa E 6.:: I 4+'fi Y ate+++ �• WEN- --------------- SoEt:;i'. np.-:ev i EA LE fi•:Gi poor celp li - ! CtlL• tone{C:o' CC v is Y .:'f` EA .1.... fJ•:.'.. I: iC' ._ t{F{, M'""t tC t•41t F F:'.::. • . . t:'•�t iR aeF.F, a ie Atseem': ... 41.•"'. 1: Tear ------------ wail firs p f. Hf 1 . .�.+ � _ . ly - ... SE- ............. ze:zxv e a 'VAL N:' COST E� P:E:7, §. --------------- .S•E'3: :....';c F: t -:. )'P:'il:P. XCOI:::it:O: Y :Li is S.Tii --------------- i ea np-<. E IS:.i?1 ............... _.a. i.TEPAaE 'F-1' urr»w ure. i a i Y- }�yr 'e I if .. OF;' IL 1 ,:1 ---"------- ` IY Yzf'!, •:a ryf, hit:rq, arAll:^e: i 1.. 1:.e:: --------- ____ E AefS Er.aaet;tn t1 -- c :C:'tF: :C O;i:!F: Fl 11 •-- "' A;i cYru h^ AACitival u:::::. i:,;r•ii; S 1,r f:.P. Aa[a as 7eu�if FC.;;•y LE SL: i�i.[ Ef•'tiR ' PE t6 ... L•. EaC::2. OF w EE :Fe: !E - OFF; :t—fct tG f „_.i, _. . --------------- f 1:. tftliAbor 1t(` 1 ' f 3 llli 1 W.M 1. E i _______________ i�t:OLi ta:�:e/ ............... .:E�:r i• 1t„ •os Car:v;e•t. B !:; iin.aiii �ia • .. . . _ � C9AS:AU:�.. • SJF'i7A: 11:B,HSf Sa., rY' C' Tf:'Aple :tffi f 5.:1 i5'.c. rc:ae: ......fats,,.. Nff1111111NH Sion :riir, Cato Bisinii:r'.e:s. 'Fio. :,:ri. :F :'. f:.E,fi, ... P.CaI:W. :BXS'?r:':N - SJf-:;AI Alii.BLf iv "itf, CSC 1 15, f, ' eT ." P��k✓ a. 11 4{'j M 4 + 1 N •�' r y M+. A 1 i 55 iF LF .a. /`... LFf..7F LF p;La:F •. ...... ... ... cast�.y, etat rec d tt: C,`;: �a�•clea: - i 46' - 7 deep E.. 141. a IS" - .- caw E= die; F. a,s at,:;i deep E' s,dis.% .. :e deep. c:-^s:: is e.:sc t scr•ac: E. L:; C,:': ............... pi::.ave .0, waste. --votc F :.... , c:e35. , Ac tances Site F..e. R...-[:t':ees .. 41:.e 54. i.t N.isa'.y n :•Fet .: Aecc.:-; wsa•a:t Lrr.rett %a>e•e-: 4E Faseee•t Reetcratlar. •. ictai 5—as: -•+f . . fi:,eF'. .: test ::,.at ':; "e..•_ .. . ... .-... fi..'.f .. i :ff .. I AIM II f .vu.snzs .....:....:..:::_..... ......... f_ ..p.i :F '. •. ... lfR. .:C F':'P: F :.. I--!S, s.etc:a: ------a:a.avg Eereral Cc-.:fa rs: Eva a , AU111zatIcI I $4 ,(6! _______________ E "PA 1.aa Sala% Tr. an Taxable hate 1 9. ///151' AJBti'E '. .' CCetg`?,C`IC: i@'A. IrcvEf:' uofaff faf ff. AG a; le;,utsFntf Cc:cor A 9t3wa.a %lore Crnr. .Atc- Eielivlflets, Clive. 653 Ei :.:::=° P ^�} A.100-ce ay taatf, gist I:S. 11,E ae'.fra: :c::tivz: F::;, lnsaratm ecaclizittnr 11`: . �1y ''1 l I .{er E"u tt i k j u� A t+ i `Y4x I y J/ .t: .6afs}4 - iC-4l .' -.• .: .__. _ L,"_' t'.:- -'r:' CC51 EI'EhC:ih f si M. t " ".. VE ._..F-: Frz :. . .S'. F':• a'4 ens res.lti,; corc:'Says Or Oreltet IInoOCa: or f 'e:rr.: •Ea::.:.:. . , •e:::•eetntf, hacf tfe- prepirte fir µtgancs in project a .. _ - :::Fri•'.Y.:[' a :l4YBt:Dt L2:lic:k it t•l time the opinic• - f6.:t:ng iBf:c:llty Kill fepele Or �i f f LEIS. S :ue Nrltt colL:tions, ictni: site connective, 1N .n. Dr ;E:t S::yF, S:ne..df. ultt.aiti 04 pPaonntl en0 enginelrirg. •s a-" '.irlaDle (acts. As a fefaa, tre itld Pro;¢t coat. 4:11 +mry ON the oplriaot D•eFr:e; ne•er.. gE:GEf D• these 4aftors, p,olf:t leaotility, benefit,Date *. •.. a ; - : E,s:i •.;i ;E carol all rovi end prio• to Nl ing SPeciflc 4IWO:it rt to reie[n'.i price- P%fct enaivati Dn ,y �r j Y i 01, :w S � t F'R`rnn b }y nl ' r 5: Tyr'. ' is M �• . � � �°ti ��;:�. 12 ' t1 ,A P �1 t , .�C tM LC � Ylt� F_ .t , ♦ � J ko P,4" All 1 Maw- ja 1 tf i CM HILL maaa,�]�TAL TO (1,411,� TU' 4jn TRW 4, r'1 n.�� t�a�i CNaw� l N II AWN — p^.. t" OTV, DATE !-9 •�� RE _ W ken�.,d•lc SA,.++• Xw-,r PROJECT 5EA .RNUMMER WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS W DOCUMENTS ❑MACW.S ❑ PRINTS ❑ SPECIFICATIONS ❑CATALOGS ❑ COPE OF LETTER ❑ OIPNRTM DESCRPnDN I A11►r 4+.•a�> ,F vjiopTw.•v?r o> 1,'to-�iv� MATERIAL RECEIVED 6 NOT AS LISTED,PLEASE NOTP/US AT ONCE REMARKS — COP(TO W i/ni fORM e l.n F CWHILL FROM JUa M11 1 A_2T TJa � ATTN Ron D(Sen �-F 1, �e_!E=� DATE __nPc 110r8 RE n� ,�twt NUMB RT S 1"l.O1� gl WE ARE SENDING YOU ❑ ATTACHED ,y❑ UNDER SEPARATE COVER VIA ---. - ❑ SHOP DRAW NGS 0DOCUT.TENTS ❑TRACINGS ❑ pwm ❑ SFECWCATODW ❑CATALOGS ❑ COP/OF LETTER ❑ _-.---.__ _ — CTWMTg4 ONCOPROH of pW �A VMw�¢.•�` IF MAM"RECBVED 6 NOT AS USTED.PLEASE NOTIFY US At ONCE Tea KO� P(S r2v PN T /ct e�i n<cLc�{f 4" F c�� e c •«K of k n ti .s h• o_ a1(ucl cd g�oiycGn I r,r t ��+ atd ws� M- i" a d cer S W It f"al: se d Fo wsUoT COMTO recQ tioN ca.ti.he- - av�nT wwne _ J I OF RF A 1j ao PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 2OO MILL AVE.SO. RENTON.WASH.OBOES 9,$Aq rEO $EFT E�'0�P BARBARA Y. SHINPOCH MAYOR MEMORANDUM IDATE: April 28, 1787 TO: Bob Bergstrom FROM: Don Monaghan SUBJECT: WEST KENNYDALE SEWER Per your list of projects distributed April 20, 1987, the West Kennydale project was not on the list with any priority ranking. I was under the Impression that this was a project of some Importance and that It should be pursued. Realizing our project management constraints, I offer the following proposal: We pursue with the sails lnvestloation on the west side of 1-405. From a discussion with Dave Tlbbot it appears we intend to bid this as a contract to design project with the City outlining the parameters with which he has to confine his operations to. Under these parameters we could probably support the advertising or this project in the Ath quarter of this year, slth construction to begin after the evaluations of the proposals and bids. I would expect that most of this project is not a weather sensitive project and therefore could be done through the winter months whether It be this year or the first part of next year. Therefore, I would recommend that we pursue the soils Investigation west of I-405 and the preparation of the plans and , specifications to be bid later this year. (I I 1E.5,11.DCM:mf n NmA'AYmoeir.WMaAav+.l. �e-. .... - .wmwwrmmmw"��"wm'aa► M ZRTS ENGINEER'S OFFICE REt,1'ON.WABHINGTON YUN4IVM 8UrtO1N0 2M NM1L.AVENUE SOUTH FENTON.VV&S YQTON N b . 965�7651 MONUMENT TIES SKETCH WREIREFes[NCE>� . sa.. J ("1KG ff4 P. a IN83 ul.lJ. V _ � I. • ' .u.d'GMa V _ Q NE.IV tI"$+ G.aA.wE fy/' . r.a.frA I A Nole.,jKla 04r 7yvd SOn.dower CO i l9BY.Men t cue II ' Se# 1984, �.a.o. MSCRICED BY...XVN ....I...... ......... I OF RER'Y 00 l E N G I N E E R I N G D E P A R T M E N T MONUMENT TIES SKETCH N- -ry CN4I. O6.) Lt al �,► J N.[.jaa. P.pelf; e e ♦aw:wey� !y °o v 07 ►.wk [.e.wA, W$1 � c � I I Type of monument ���i?�T„ A 4ol.14- Described by lef Date I I CITY ENGINEER'S OFFICE . RENTON.WAS VMLPCNT TIES SKETCH asrccwcc rye II[[e.oea' Wle YW IY 3- IT-:s x 1ti v•'cw o2ic g _ fad+J�Wi 7 htub'iC � pass�bie � 3aui Now Plf Kai) o.t. /o iz 8 Q i w e.d eou C.. Se 546 DESCRIBED BY ..R..G.1z1.t1SK1.......... .Y : ITY OF RENTON A>sr' E li G I N s £ R IN 6 DLPART KENT l 113MI NT TIES e4KETCR Finch Nu,129 pp Wes�Wi-'y NyCo..Seeilon I V C f coYC,IrybA4rt Face 3" Pelt N\N Co. pw<+. S.Cenc.A1on W1+h [I•..rr,Y..fn« ICULnt. Pninled yellow Bess PI[y 1"0 p ...�+a alfa✓ a...e ' _ -- o _ e I ' 1 MonI.I � ps IV.paw«+H zee W -C%t 1:1/ Ti 1�up Wes}- y Q ! A.<.I. P Pole 5W.C. of Iit �' 1y S nt. Pm.ded Ye low I a fFfKnof^% b#6 cob4 Q Type of Hmvmnt Dtta 1463 B9 of P B 7a SS Plus , w v ELeEAY000 WATER REMDTI BABBD-� 1 4312 256Ty AVE SE 98027 . 29ASD•WOS-03 ` v.nove + 22pp55 MNT OOROTXE 14, ELMDDN ACRES ADO 1R5 31 33 2T2 292W SF I Y 160 IT OF 2 { Y 160 fl Of E IYL CIfT W 9802 350 FT OF R { IOA Of DAC COAST R A7Y S Of S LN OF SE DON ST CATO Y{ E Of Y LN Y 1DO IT Of ERTO N LESS E 75 iT 229650-OOOe-02 '- 1-2 ACRES ADD 9.710p + loll DONALD 126 PIS AVE E EppftNOTOR WW055 2MSO-0006-00 STROW" (1-2p7p5N 9.71076 1 71 5127 S1P AICNLAANRYALw 99352 1W ifTOFFEf 7 FT1OF 160 T1 FN Of ACRES ADD 229650-_0030-02 C 0 IYCtt 41111lA AFANAAMAWAA 1F4N 0E5CMlpx Y9r 1y144 9Fyl lAl Nf 4Y1 IOfY YiYCIM lIN COAST RR ifif S OF SET Lll OF SE%tN ST EITOY{ EOF YLNU Y 1 IT Of 2 E9TD N 229650-0(WTI 5 WM 9.i1076 1 2 3 J NES AVEN DROSSi,05811 NLDO iT A SEA110 IT I 1 SSjiq SYt 2623 JONES AV RF 229 5 OOSi-p7_ 5 1 N 9,11076 tCKL Obi E 202611 CL001E ACRES AM I pOF ppi RENT N WA AVE NF �( IL A [ T RpTOx W 9805e!L - jp 1 FT 1 ALL LOT p N OF E 229650-0036-06 5-6 9,71076 81 1210C + RKINDLE EMIT N MOT ELOpEILACRES qE NpA I 9 106 101 ENTON,WA AYE NE g8p55 FLAPARt 3S 76I�E((04R1 iM130772 SO p�LAt DRf LOT 5 LESS N 60 IT OF E f il0 FT 1 ALL LOT 6 2210650-0037-05 5 a 6 9.11076 1L I Ku 10034 KINDLE EWT' x 0581 ELM ACRES 2623 Jws A" Nf FNIE` f CITT Of RENTpqN1 9yNNpNI RENTOx W 99055 FLAT TS-76 9f( A! R770g10772 SO - FLRT OAF LOT 5 LESS N 60 F1 0! E 170 fT 6 ALL LOT 6 S-A 9.71076 1 195a 189 IRON 2IyDLE fNRTT x ) 0581 ELM( lACRES _ 2623 JONES AVE WE RMTESS�T RENTON WA DLCFF 96p55 130 IT { µ 0T 6S N 60 !T OFSF 2NN2FF[550-00{0-00 7 pq1 0 9,71076 1 1 16I1 1621 252TTJONEES AVE 219999 A 60 FTfOFSEA130 !T LESS ST 1 117 179R I 17916 NREE(NTO..YI M55 ( ppN 2252JDJOERRANvWAR C0678 SL2 ACREESNADD IT Of Fv130 it IN 1 6a7/ 64" - UNION YA 91055 LESS CO RC 1 S 5981 5981 _ CE 1 5 6265 U65 Am 2N650-W,5-05 71076 1 7 25t7 IM�EEE�EES x ��¢I `ESt N fi Of E 1 iT 75 75 KENTON uA VJ 910 8 6 LESS S 66 fT L - 229e50-0Oab-0a IfvAAT F L ELM KR S ADD 9.71076 �f 4411164 A 25N JONES AV RE 91055 S 64 FT LESS ST KIRIN YA J I F AA'R'OfZF1TeN .... �._.• __250, AEENME OSt1 ELppY AfRE$ A 9.)/076 REMTM W 99 55 N 60 ET OI E 1)(1 iT �I i321� 5321 229670E00JJ•07 1 RMIS MMAY A 202193 ELNOFNI ACRES ADD 9,11076 Itt 10y1 2619 JWIES AVE Al PAR 6` A CITY Of R(YigE S i 1 t011 xp,RFMYM YA Ytp56 PLAT J1-76 RE[ IE I])pE1702 SD AT DAf LOT 5 LESS x 60 ET OF E 1 iT t ALL LOT 6 229;50-0pJ6-p6 9.7101b 1 19 RIMLF EMMFIi N OSD1 ELNM ACRES 2E2] JMfS AVE ME YMCE``t AF LOT OF RENTppNN SMXPL I DI ROD 1M RfMIM VA Dt055 PLAT 7J-16 RE(5 Af f7)pa130)72 SO _ 1)OTIT KL LOT N 60 IT Or f 229E50-0W1-05 9.71076 M2E2 J9F,f�ERFFA9 V9XM9 OStI Pact µRE. ,6q REXTM YA PMCE` C "T' OF REM ONI SxM2 50 M55 PPPLLLAAAY 1r76 REf Ii I'm JO]) lip1FT 9 ALL LOT x 60 IT Of F� 22v650-0016-0a RIMDIF fIMErT x 5b 2E2s JOYES AVE ME 0581 ElP'NELK�E� px Sxq 195 lbv ,p AFMTM YA 1:11 PLAT JJ�l6 RF{ Afa1)7CI11]p]]2 SO AT OAf LOT LESS N 60 IT OF f 1 IT F ALL LOT 6 zxX2E9f(6(5n•anfo•ot pM 2521TJGNNS IV[ 2199q Y OO R OISEAR� iT 1E5S9ST1076 1 1 14 I �621 AEMipP VI 9tp59 60 229650E 1-09 _ MEFL} NFAMN MAt C067R 7 KBEs ApO _RENT JMFS AVf ME S 60 iT OF M 120 it OF E91J0 fT 1 fi 64" 99n RENT WA 9R055 LESS CO RD 1 1 S9t1 59t1 2AE50-(pas-OS 5 6265 Am am F119ARGER AICXND U 70 9.71076 1 2517 JDXE, ME FLOOD ACRES ADD - AFMTM W 9R055 R 4FLESS S N IT LE551 Si IT ] 75 2Jaacr�._, 2ESOv i0L�A5 AV ME S EI DON ALES ADD 9.)10?6 1 g RLiM uu5A0 � 9109 S 6l iT LESS ST ae6 A 2�T GFL 2a25 JMFS a ME 340026 ELION µRE$ ADO v.110)6 1 21t RL1M VA M56 5 64 FT WAS µ6 E $UtD LM a 62 62 229650-_0051-06 M�Y.f..MAR AApDAf1! LION.FHAOTMK .V•' N R IM vMW} __ 14N E. II CpW .�u04AM't f4 qC 4M} 1OT�.1pAX Y11rT .R (._.. 6012761 ft ALES ADD NA 98055I w ,•�N R!] Jp1FS Mf l!J N 60 Ii WAS µ LED 6 E S LY II L 5 3 503 r— RLT01 I 75t1 22965E-0OSaAW 10 STATE 1IJII' `S Of MAW ✓ ELDM AGES ADD !�$1 229650E0055_02 U WLY OF CREEK F ELY 01 ST My z _ YM XFLTEM K 12)61KDM ALES ADD 9•] 2076 7 •+.�yJq a 17 Jews AVEAVF ME M 112 LESS PER 11 Of LEEK RFYTVY MA 9D0551 I I 229650E005E-01 10 CITY Of AFXtM EL" ACRES ADD Y 20500 22965E-005)-00 . 112 LESS PON MIT OF CREEK f ApL A N R0977 119M Aq 5 AD 9.110)6 210�L pp0� ��•�—. �JL_.121d1.�_.11 E 08 884800-0030-03 _ r NMCEI M..YBl11'M.E!D WONST4K r6CM\qN ���! yp i Y' rM'l\N M'EC NM TOTAL W1F1 NIO DA.EI �-wyniwm J6M1 B I r IMIN SWeIVI SIm 7 —Am 6 u HNAM fMM AD 91002I LEST Y 1 11 e8Le00-0070-OS 13 9.71076 1 'am GIST 6ErSf Y 0678IMCI SWAIVISI9N I A., om 61 16i6 ME 27IN IT AINTON WA 9e055'I L.,Ir 9.71076 I NI1N DAV1D A 39165T`MCM SMD3VT SIg1 I L T962 59VB 1630 r 2)TN fT BFMTgI Y11 � 98'I55 9.71me 10 6 _ AACMEL N h E1119 MCN 1-VI -SIDN I 59T2 1 7 K 27N IT 9805 eSCHELL006q0E-0AL6 9.7104 1 1 1621Li[A2m I0MT W127e M(x SM6IVISSOIE I I S9 5970.� AENTr 21M Ye msS Ie{eW-0070-OL 7 9.71076 1 1 1106 Imu NICK JOM f 0677 YNCN SuBDIVISIM 2709 J9rS AW AD AENTM YA 91055 NMOD-OOM-02 B 9.71076 ■ 1 1 WGx 'OM f 01 ww SIIMIYISIOY I 2)W JGNES 6VE r BENTOR YD 980" �DAAO�IIT5. 11,0112s 1.1 A 259999 LAI'S An 1 2 781 mto 16525 rIIENDY7 AVE x SIAT)LE YA 91133 614/40-01110-09 2 7.769165 KAISER BEBNND J MIGS ADO 1 $f 60 60 1 16521 FAlldT AVE N SE6TTLE YA 96133 pN10-0015-01 3 11.01123 F:" •1 CION C N I x"D1 N A CDON MIGS ADD 1 47 67 16sli EAEMMT AVE N SEATtLf YA 99133 804SQL1I-0020-07 4 11.01125 F. $TV V(ED x01SN C0676 MISS AN I 7C 74 SEATTLE M 91133 Iea/0-0025.02 T 11.01121 B.' -1 2 xfNrlf f D MILS ADD 1 A 74 7 fE�TRFAEYIAgMT AV N 91133 ISAe10-003IF05 6 11,01127 p�rJa. I cW[[611iCNM0 9 611276M163 ADD p A 76 76 L5.2 FVMIST9N AV' x SIe1 TLE YIE W133 8 884840-0035-00 y M r—AYCFL NUIMEA HAAR I N,Kfi LT.Df SC..I. 'I'VI EE '%N�[OD„v4��VKi u AAA IpCC N'r \O\K YW\NAO ASWiIN YINSTON x TWIGS ADD lI l)7 777 SEAT EV AVf ND SfATiLf WA YA 98133 164ef0-0031-07 a 11.01123 xrNAx 6LEIw[ _CICAW 1.5 ADD, L J I 61N40-0150-00 �- 30 - r.1691 ei a 6Ep� NNf PETN C1179 LESS 1 N S 1ST CO N IMEC �� {20Q PO EON $5 MESS C E N T41S LE S 0 ND RAYEMSOAIE NA MST',IAA PMI PUT ALLY El IMOER I,C,64.M.36� TNRU .369 U4740-0150-93 ]0 1.43976 �E1,4 1,1 1 1 NNE PETER S-0361 NPERS NS 1Si RAVENS DJ VIMEC PoNN 145 (LESS C E N AGTS LESS CO 10 RAVENS O ct W 96051 TO PN PARy1TIIALLY Ei OUNNOEE ECY$4.36.3R1 IN, .519 Not INCL'_�III1I���� N1140-0155-05 31 11.43976 '^'I"O°'F- 2 SSYYMARTNPJD MRRY L 9ARIE L 3437141 UPPERS N S 157 RAVCNSDALE OMEL d Itlr MIO� I b RSO !MR PL of ILASS C 6 M RGT5 LESS 10 RO 6ELLFVUE WA N004 N4r10-015= I32 11.439r6 457 432 NAOLEY FREENM IKU46 UPPERS NS 1Si R.VEI1SOAlF UMEC 10 RON 91 TMAT PN Of LOT 32 LY RELY 1 EMA[lAN NA 96N22 Of CO to 614r40-0160-OR 32 11.43976 1 FREEN I NAOLET 0591 URNS H5y UT RAVENSDALE UMEC I 161 359 35 PO 60N 91 MESS A 155 IT LESS CO 40 LESS E111R1[LW UP 96022 POR RELY Of CO RO``ESS PN N6 SW CN OF M 135 1T SO LOT IN f AL4 S LN TNOF 240 FT IN SLY IN DNS LN 205 FT E Of SW CN TN Y XIS FT TO SY :N IN N i0 Poo 6NRNr4R6t62244qj00-�0 655--O03 V32 11.4433999766 1 SC \AYEMS611LSE f WIN T 96051 i�'ql PORNOAI�BE4OSY^Mql OIYR 1351 I 6012 6011 ``T OF $O LOT TN E AL6 5 LA T2Q{111Qp�I E240 iT TN SYLY LM N S LN N> F TO IRE SYOtNf TNONLTO TPNY- LES! F,I , CIR RATS 6N)40-016r-01 32 11.43976 NNNNE91lcw 44N1AY 9 an yM(RSF N 5 1Si RAVFNSDALE UMF• 4 s s 2ri05 SF 256YP ST Y 90 FT OF N 115 IT LESS [/N RAT RAYENSOALf YA 9w. 164740-Olr; ', 1 TNfU 32 1 RIME COLMT 0440 llvl UPPERS N S 1ST RAVCNSOALE IMEC ALL I E N RATS 6646004910-O7 1 9.r10r6 1 1 CMVER ROSALIE J 6 MICHAEL 3799" URCN S`JNIVISION t d_ .ENTON wS AVE WE 99054 M4E((00-0020-05 2 9.r10M 1 1 yy 1 R6t4 WE 2 fINAIT f C0376 YUIVNFJUROIVISIN 1 1 17 1 ROTOR VA 96051 1 68600-0022-03 -- _-- - --- N C L C M SLAVER 0■ RE� RIP-PARCEL A A 664390-0 - 1 6 NU90-04 C 664390.0515. 3 e E 01 43 4 4l 2g 3 I N4a S c Na570 00 x 664630-00 N4e30-01 J S$47 -00 L eec4wD--0OO L Nu 150- 'F.J, AMR. A eY .gym i i 4 IF 212 YlCvl L R2]b µ01U PMIIx A - OF LOT 2 --•'-(11 -•_.85Q[�_. 11J0 NE 2Nx St F 5 R Of LOi [ µ4 01 LOT d 1,213-VA V6J55,• I 51921J-0030-00 9,71016 ER:' D x141is ANNOY Y 'iµ ONA AWN N 7 RENT " ] 856t 6564� ME 1liN MpI VA 980$5'' J`Eq A?141 , 203437jµp1A RUCH l 2 ia5i� 6?3m 2>16 M! ti+ St 7 6 4 w 960561 '' I 0Y19E2;3-0050-0'- '$ 9.•M",, 64I�1J01 2' J l72tINE V(R%OR A ALONA RANCH N 2 Iµ1 4 9� 66$2 THEW NENTON YA 980551 I �f I J 19210-?J{6{TM0-83 16 931J76 p4�21 2JS,2g ,6 j32ARME T2 '"TTIFFlJ 02]8IALO.A RM(. A 2 4% 6447� 6447 REMTOM MA 9PJ55� II 09210-X?0 1 I7 V•7:076 1 2 TAILOR ROT A R'178 ALWA AMIN 12 4]7��pQ 4 66.7 6603 O of Yi4TM 96J55 I'1 i ,l sP Sew s sacRl J,9210-0063-09 1e 9.71076 1 2'JS L1990 1990 2?0 MM1 DAIT 253066'µg1A MANCN 12 21ae NE 24Tn IT In a G E J 02 019210-0090-07 a 01 inw•olsc .wY ..If i. . MOE�y� • .om M _w.1 c.. � sr J 192/��_ 9 9.11376 B41110;3L WA 3x01 24 iN $T DA$I 66 2570 'µDNA NM(x A 2 1 b 65:5! 651aN 2>46 ME x .. AfMigl IPA 93056. 019210-0I11q-05 10 7,15055 84VIML 2�5'YJ STRMR CARL J T 100716 +LNO RANCH A i I a 4 5'M16 5061� 2739 ME 2410 Si A(N[[To AM 98356 i �I JJ e J2)33[Mµ[110-03D 11 x t01]1 llOxA.ME. A 1 9.>1J>6 PM12'Y.k IN 62114 62140 RENTON YA 98055 )19,13-012(,01 12 1•71076 b41,Rli L 2^s'JJ 1 2729AM(WIL24N 3i 1276 AL011A PMIC. A 2 1 4X3 6e{21 66 A R(%TM AM 98055' 019210-0130-09 13 V.11?]6 161E41 2]]$$'J� 77TA DE ME, M eli714 ALWA RANCx N z I 466J'J es3$� 6$3s� 2725 MF 24TH IT I IiMTOM -A 980se 019210-01b-07 .11 9.71076 4h 20-' YEMLANO YILLIAM G RLMA RAM(. A i 11f 1 1$ {6 64 6a66� D OR 21TN �I A EATON YA 98355 J1921G 1150-N 15 9.7•J1e ME !PV1111 L 235 MEVEA3�,AIAL2414 Si N 7J276 4LWA AMC. A 2 REM' I l65 6306� 6506� lEYT9N YA 980s$ ail a 191y1 pp-018p-J2 11/J3Ui�lkNA 1Mt.A 2 �•>10>6275J,� 6535� 0533� 27'J1 Nf 1lTN $1 µglA MUCH f2 I lMll AEMfW MIT C ,qI I 119i1U- 10.00 17 MIJ76 205 f NO 'Ay A 09771 ALOHA RANCH N 2 46P 1111 65351 1 W ME ZAM Si AWN WA 96055 1921J->>bp-08 116 9,>1]]6 ��10 2 MORRIS I I I I ,1,53848 CMA jS"M11 IEMSEN ' 0 t 5 L 3aW09�1 EL0ERYW0 i 5 BCNI� 802i t430 258W AVE SE SSAWa WA 9802)' 22949'J-J100-01 '19 11,3384{ 67 1 61M 13 f pMMM AVE SE4 OB)i�FL DFRM00 6 9!204 9:ISSAW"WA 980221 j I ! 1 _ 229490-0110-09 'TA A 11.33848 Fy'g67 44 45 45 GLEADE IAI Sx 21O43i fL0EAY00D E_DE9YW0 PATER ASSOC I - 14312 258TN AVE $E is eEY_ML� 98021 ! _ i 2!AT DCA05-03 _ 1-2 4)t0i6 2;6k3 xMi DORGTNr RJ0I6',FLDMf{CIF' ADD �{ 4 5,96 33904 '.@ 192Mo SF Y 16J rt Of 2 { Y 160 IT Of E fAu Cln YA 9d02t 1315101 750 ft 0f 1 { ROR Of RAC COAST RID N S Of S LM Of SE 967M ST EAID _ Y{ E OF Y LM 55pp Y 16J IT ['f 2 EATD M LETS E 15 rt 2?9 JO6-02 1-2 9,)1376 1 ASI axALo 12761L00M ACRES ADD b 4, 6-99d3 101287 1012ej ,.CS AVE NE E 1W fT VExiA YA 98055 219650-J00R�k1 I1-2 9, ni,6 04Y11 Zli t EM[fONINT Rb11OMf 793U)1fEfLOOM ACRES ppA/0l(0(,� )14 5127A 512)$- )RSOKAMM, Si 99352IiW5f ITOlf EF SS'J iT16J iT{F 2 91J, li ' __. _ Al :1L_LDY T1w 1kD OY •j. C 06 229650-0030-02 - .. Axs,NaWfR NW 4•ao.Ess .fe .ono+�ov �. r eew-c u.r e ...c .w'OMxM:. c.N v. s•. s w .wuw SE[ 6TAS1 MR AN S sl1 LN CI YE169TFTSOF E2TSATO M C E f Y ILA SD :296S0-JJSO•R �5 9.)L^,)6 941210`�L AIROLE FME TT x 3581 ELD8M ACMES ADD i b1w »dl. 53219 2623 10MES AVE ME M 6 IT Of E ! MEMIN YA 98055 229653-0035-01 5 4 6 9.71076 84121CJ, 800V 80717 - - 2ADDIS hall A 202893 FL DOM CNfs ADD 67'JO 2619 :ONES 0E NE 0ARCEi A CITY Or REMIO0N1F $MDAt R ENTDF MA G80S6 YLA1 33-76 RE!' Af 877 413J772 SO - DLA1 DNf LOT p LESS x 6; 11 Of f _ 110 fT 4 ALL LOT 6 229650-3036-46 5-6 9,)10)3 bMV1L1'�- 19p55ppQ� FIXDLE [MMF IT M 3501 It." ACRES NpM 1 9d7aJ 108566 1J8566 AMC. W. AVf ME VBOSS R41PAN1E 8 CITY 33-r6 REC0AfR877JI130 i i2 SO - vLLAT OAF LOT 5 LESS N 60 IT OF E 1)O IT { ALL IVY 6 225650-JO37•05 5 {6 9.71076 141pi4 195ji 18936 18936 AIMDLE EMRLE IT N JS81 [I" ACRES 0x $1p - iENTOM ONES AVE Po055 vl�iE]J�l6lgf(L0if8iTi J417^]7 cp PLAT YAT DA1 LOT L(A`. N 6J $I .F E 0 fi { ALL LOT & �I 22965)-0038-34 5-6 9,)1L)6 R41 L,A 195J� 18, 109Jtl MINDLE EME IT N 0581 -L DOM ACRES 261! JCARS A!6 ME RAAEE' D CITY Of MEMT?qM SM0pT ' At iN YA 98351 RLA1 3J-76 RE4 AT 8))04130i72 S0 RLAi DAf ,_I iE15 N 60 IT OF E )O rr { aL L07 6 II, 22N50-3J4d-00 ) 9.)10)6 1121 167 1671 ,ea i WELT MfRMM M 21W99'EL DON AL'IS ADO 1 16)J I4 .1 1444 3 et2 S-J CNEi AVE 9ppS51M A FT ( 150 FT LE S: ii ,yt 8)j )qpA !s 7 98� 229650-OI-N li 9,lIJ26 dIQ10a, 16]p� ! -� 252Ll MERNp PAX CO6iB!EI" ACRES ADD 7J07 6V111 I 64ii1� - RENT FONE; AVf ME �S W rt O1 M 120 iT Cf E 130 fT i7,L $4'0(17 N FNrON WA 90+'S5 LE ss [v Rr L r . . g 884800-0030- 03 A - - --- e . i.4xfR NAME AALRt5$ �[44 OFSCLI'g4 biz F� Rt�'�W� ' • ' Y1IYLANO JOINT� ___ 26d6IIIESS sB"Bpiv331CM- 1 G5r.7 m955 - -6195£ 38019 Aue FNUH In !L LESS Y 1 EL _ °uBUPx WA 98002 I P64eJ.-.:'_ !3 9-1'076 811t1 1 Dlo- 401c .n J8AIYDC. SWDIVISIOx d Ge 612): 6159 1626 xE IT of O% NA 66A6CJ-:TOa.?01 • 4 9.71076 84121A 19 ;86:10 x DWID A SW WE. SUBDIVISIfec i 2p 59624 59624 16f'J HE W. (1 PE",YA 48055: 1 6gow-W50-06 5 9.11076 �84121'gL t6L yi 16 L Et RACHEL)N E11)9 WEx SJBDIv1510N I G2).1� 5952) 59517 a EN10N WA .35 86000-0.60-06 6 9 11076 IBYM21;Y;4L 16866�0�� (.ELL RONALD L 8012761 URCH SUBDEV1410N 16il NE 21ix C"T BSOp 593ll 59737 t"ECIT YA 9°155 884800-'J070-04 ',) 9.71076 44121 J* 186:,0 18Jfd 1806yA AT. E 0877 uACx SL'BDIVIEI4. 1)N IOxfS AvE xF - REaO. YA VSJ55: 88G800-0080-02 18 9.)10)6 uux.OHx F OB))i UII[. SUBDIVI SIOn I 4�] '3i i6.>� 5801'� 2'N IC.ES AVE xF I '. xfx•.Yf 4A >AOSSi I� II i_ 880104005-J6 '1 ll.01123 P11+f7U{� ISd.1 DAVFANOAr GI KOb a 279999 NIOS .too V:•5 EPFNO.i AVE . c - xillE Y4 9813, ,y 6K48a0.0010-09 'i1 7.)6916?el—ill ail�[Fa BFNxgD J URIOS ADD 1 4 6J86q 16511 EP tw ' AV( N - WX'6 1WTLE YA 96111i 68a84j-001$-04 '3 11.31123 CL Ma L .6 HARDY .x CN79 M S ADD 1 6)4L.1 te51; f4fxpli AVE . I SfetilE W 98133� '. BBaBW-W20-0) S1VLt2 (JH6IUPIOS ADD DINES � h'� _`t 'Y ! 'i 165'J9 F"I"1 F i5' 14056 74q� SEAIEL( .0 961331 x0al W l E D 65 '6S ADO I ,1 -1`1 74�I 165°JS ENf110xi AV N 146 I$ SUL)Lf YN 96113i 6CRAVER RICHAR 6 11,J1%! E."", I) C WEa VIC.AND 0 6312]61p IG5 ADD i USA 16502 fVANE:gI AVE N 7n 767 Cf A:EL( q 981M Mf1 M J J /T� I et t0 Ot ss-05 IDit,Uy1A E Nor M61E l 141]4 UPFfP" N i IS }5R1F4 LALE UNlL 1p] bWd bTR�1250 Sap PL NE LFS t N ROTS LESS CO RD < Bf(LEVUL YA 980041 GRADLE4184 J I SVv' 32 11.43976 8411863L 40'00 <98 b]B BRAOLFY TIffMN 1N5648'!NPERS NS 15i RAY(NSDALE UNREC PO Nlt 9T THAT ON Of LOT 7d LT RELY EYUN(tN u1 M221 Of CO RD 681740-1160-38 32 11.139]6 8Y14663, i"A NfEHN HNDLEY 0581!UPPERS n 1S7 RAVENSDALE &NEC 1 16133 35 PD BCa 91 LESS N 115 FT LESS TO RD LESS 123 JSRO FN&N(LAY W SOW PN %ELY Of CO RD ``f SS POW 'BEG SW CM OF N 115 fT SO LOT 'TN E ALG S LN IKE 240 {T IN SLY 'TAP ON 5 LN 205 fT E 0{ Su COR TN Y 20 IT TO SW COR TN N TO POO Be I4j-0163- 3 '• 11.43976 84k86 NNEMICN♦.VENON L^PEPS B 5 1ST RAVENSDIJ 'NREC 399601 6J1]] 60123 7,Y' SE 256TN ST N 1 5 fT Y Of CO RD LESS Y q� FT NWFNSNt( WA9I7511 TGY R PW W-046 SY CN OE N 135 -' DE SO LOT TM E ALG 5 LN Tnpnf 24J fi 1N SYLY TO N S LN 205 fY 0{ Su TOR OF 5e LOT TN u 205 1T TO HE Su COR IN 4 TO PN - LESS (rM RGTS $9tz4(0-016fy--R7A1R11 ,• n.cA9]6 p qy� p5 2�4JSISF�<56Tr. Si 06]5'UT'PERS x 5 1>1 gAYfNSNLF &NRE( - Tj 412J� 5]9991 5]94d HVEMSHLE YA 98051 Y 9J IT Of N I35 fT LESS C/n RGt9 104]10-01]0-06 1 TNRU 32 bygR6� 103 KIN COUNfY U41; lV9'UPPERS x S 1ST NVENSDALE UNIfC I' ALL C t M RGTS 18t8J0-0010-07 1 i.71716 B4i'0 166G CULVER ROSILEE j t MICHAEL 179999:UKCN SUP.1Vi SIN ]717 lNfS a9E NF 1 U 4rT3'� 63994 639D4 RENTN N . 98056' 884800- 213-75 NEYNUS 1 A CNL i ,..Ta pT ' r 9rIN624 NE 21. (T l TT t 170 I 178 RENTN NA 98755' l8t8]Q-'J_02<-57_ _ 12__. __- E.1'..1 ..18600 _ _ - AGCEL CONi (HUED ON of II PR-61 NY==PARt EL ! B N4790-03 -01 ININNNNNNN4 8910 ■NeIN18181BNe11N B 88a190.0110-05 Fellestem MI C B839-JS15-'7 Il D N1190-^5]1- 4 eIoiloINe I414ININ91P.ln E 88tty3p0-'0020-,' 1114n NN oohs Nn i leis30-3085 JS IHIN NMNNt11iiM4e�N HHn IelININNINN j N 88163, 1 N}Sp ppqq le1NN*" YINNIIm E Nb30-JOLI-08 HN4NIn � e84240-0020-OB NNHNMNNIN9N9IIN K 88U40-U7]]-00 Ing go "on'"of a N L 88Pt0-]ISU-0Q NIMA NINtnNI41401 NBnNe8�P�mII[9M GIN! NIPN NINNINN"`N 8n8NNN1TIN NN elelNNppB1NN NN888I�N11EE 41N41NM �NIMNn4�rI1998I1/148N eeP1 IL t1\11111\Ii111111111\t11\IIILIIIIIt11N11Y111111111\11111111111111�1%IIIR%w1111111111\111111\INIt•f lLlt.itl•1g11111N\MINN11\11 Iltl It111\Il11t111\Ig111\11\111\\\1111{Y11111\II Nt\t11oI a\a1I4IUNItNI9\IIItI1HIe1tIl IHN 1g1el4leN1 NHIIINilIIYIIt IRtlt11t118uaYHNNNN\I11 9seea"M\NI!\N\\eNI91eeml 1pH I119N Lf a6aL 19HUenf1NNIR 119111491Nttof ,fool@1N\1141111141e Niits N N eRetIl lNnpt N 1 IINtaoI NI IIHNR mosimenseelil111III 4eleIIHIN19Iet1 .1161N NOu HH1Nn1HNN IHeil.IIN1N1N4ININ10 'IN NHeNaIHN9PII Alien u 411 HNNRN11111i1 11111NI4991NN9RNNWIP, W\IHN19Is 11911111NINN1 NNNIIt NNR[UHf:N! 1PI .NN91 N1NII1lI\N•41 li1NHNN4NHINNINt'tNm ........ N411\HUnHHA Illtals I IaIININYNIHI Nl a"ll 1NllIN\NRt91 IHIHYNIIIIOIIIH1NtY-YIIGIIIIRRYGe I INsoupn1/go-t HL NIN eU1eNH9HN191IH1\l uHN UIi1l\HUPNI 1P`INNN1UNeE1HNIN Y'{Ib•IINlI1NPI 4II9bstom ale M.i+b99 NIINIWNORIRNn1: NNN\ 11nN\"Neal 9119N1HN1MM/441H1L411UN1\HI:IHI NNNNNgpM I911RnY N11L\H1]NNHINiLt eu111 iNRI41NNNN1 UNIlIg1E\W p1#N441IIIt NHNIHes Neal 9NRiRN1 H111t N\N{ItIHIN11 IRHVNNPN U'll IN to IIN]MNINI19e IUHe,e4 INNIN Gambit 04.1191tHItIl9e R1e\IIIRN\e1 R1I19Ne9INl 11IINRIIIMIIN Ilt14e111 NIl1Rl MIN IIN:: ns: N1 UItIHU\HINNHINHIH1tH1 Ie1Ilo Nto I am Russ@* I vessels I Ni NIIHNNNIHGYNI MIN 14H11N1, Y N NINHMNNILNYIIUINNNHIIINtoP vs INN\INIHtoll IHCIINI III II:HIINNb1 NI Nuq gloom:IN+u HI IGIN9RtH1H119NnD1NnIlIHAteeIII114I II111.IN11t6409 Nestle 1 NNRN9NlIN0 IH N�_YI -INHHNNIiV IN\NILNIIRfNMNF�IHINIRM" In" N 91N11LItH@4M IIN�+INN 1leta," ntNlll t91 ram`' 3t a ^ L � y Y`ZL'3 r�. I i4t K o1F6S F fT r f L 219650-9010-M I? 9,21026 1 1620(� 1621 16211� Ff(( 1 wMRAF F 219999�ELppy AC"S A09 IM 1yTy t4" 14K� 1 1is[41w KS Avf F 60 tT E lY] IT!ESS E 0I� 11 YJI 98, 98 P EY'.. YI 98053 24 50.0041-]9 2 6p 9.71376 Pl 11, 50 M=IT YEPIYIA qA C3678 ELW E'C)f IM4p20 Fr n{ E 13J rR 1 "" 64ml JJ JONES AIE RE RENTM IA 98055 LESS CO RO ` 1, I �r 59914 59814 l 2xaN','epwi5wTr 0p4Jxn l.PY 444 5-1](M5 M II ~ s38 6265 626511 2.8 9.71026 0'41R0 30 C ACRE� ADD 75364 iiO! F1LE55 ITOWES Mf 980554 1 LESS S 64 f1 LESS ST 229650-]OGe-0l '8 9.71076 bY1Q 19Q z14 a tt((ICRT I L IELDRR ACRES .00 9 t l 44061 - d5M IN[$ AV wE �5 6t IT LESS ST � i i REMTN WA 9OJ55' I 229650-AS]-02 9 9.7102e L 11tt00�!f WMT 4fOR4E A 14 i6 E-DOE AU ES ADC OYIQ1 l i24J0 d?• 62141 N25 J!wAFS ACF R6 5 61 IT WAS AL6 E SAO Lx D 06 229650-0051-06 -- - -- .A eYI . f.M.VIII. wA1AR A 1p o.[ss .E6Y oe 5'vgM A IF 11 IX s a u..w 4lx' . IMC.I-Yr to s.LL ` - 229Es 0-175T-56 -y.c_0x ------ 11 ,4�z WATT I R■5 ME 60122E e W FACRE SALT F 5■C Lk 1�'J�T 3583a --T_�35833 .FETCH W 98055 229650-0054-03 1] 8442100E mi { STATE W wASI LL DOW ACALS ADD Lr YLr Of CREEK A E,T OF ST ww1 _ 229650-0055-02 13 9,210?t 8412100E 21avJ MF s[E4TEF OIAK K 1276 E DOD ACRES ADD I ? 36066 36066 12417 Iftfsm WA AV( 1* 9WS8 F 11, LESS POR .L1 Of CREEK 22965 T-0056-31 10 84VIO1 2050(I 3 CITI )I @EFT" fLOOR ACRES ADD 5 112 LESS POO AL• OF CREEK = 229650 ms?-]0 11 9.?10?6 66E21�,]i �] Im"ARAOEw R M R•J9)J ELON RUES ADD 3146I 3146 1 226 AOMx Avf S 'VA LT IL1 OF SI MKV SE AT ILI' W 98g8. 229650•]0e5 ,12 9,?1]?6 64t2iA 190 I i AL xDMf4 • 'ELDN A(AES 4CJ it t5 33114 33111� 10,1 Rf A001 Alt P LESS w 36 FT LESS $I MV . 2A IExTOx WA 95055 2 t96656.,-J366-09 12--p13 G UIR, A41213CIt 10l 75�lE FIEAEppAiVEKw �??ML36MIT OI S1�C 5 It IT OF 13 1� II J14:�] 1792� 1192� DENIM Y1 98055 LESS $1 .1 E -A �11 1 229653-3020-03 13 9.71176 64.VI - 1C'03 wLTERS FRED I 3'"A ELOCR ACRES AI': I 48 6186� 61%1 - 115V 10ST SE LESS S 14 iT .ESs ST MT 2-A 1I 1 BELLEV•.JE YA 98—t 11 14 9.710?6 A'MMM12221 2 ]yy (0—M 'E4.- f 353S4741.006AC ES C: 3, 3 SOYI� 2':e RAN. A w LESS S1 .11AI K A PE.T.A.A 99053' N - 229E5J-0TIP O. 15_16 9.110?6 p 1)! 1� 2M iER 11 RO rwI Y ]119 FL;�y AAEi A RRR }U Si59 5059'; 2b4 REAR AIL 4 x .i i OT Ot 15 E S A. IT CF 1e AEFT4 Y4 9U55 LESS Si xW1 1 2296L-0080-01 1E a,710?6 1 L 8wlfr MPx S E.:Cx ACRES 4D0 �JO, 556La 55613 E T-=Alw A.E R LESS S 41 {i LESS Si NYv 6� J CONSTRUCTION OF PIPELINES ON RAILWAV MONT OF WAY GENERIC Rk OUIREM EATS PI..I. unbr rulwxY r Jlonq rJrlwaV ngnl OI w nail conlOrm 1 n A..". 9 El o for Is Is ....JmInDeO1liey;orK^Ilc Howled m me."Yed Se.-•no SnPI fonlorm 1.curramrraqul•npnJr rp«Oinquorw 1 ne"PoHol urxlar { Board of Tranpwl CommoYOna9naor CA.A.d ton+lr 1410.n Can.•p wee set Or or rt Ol DUOIK aulMrity .....aoahaap...of pinl«Iron N+la tp«r^KO n«a m,InM then Istral DrOla[I...- pesl.In.el.ea P....P. em a.prai a......uom No P...... N p V.."no.IY b M A..° mOMY c alr In 1 oa O Yon 1.ne llny 1 0l 1 Pu.R •n91e o Ono .•1•a w Y f..gNrin rWo nwu w vP me mO7now afro{e.•«uoo�oY°'+ac un h .to Juw.r. pal«a It u V n.•a 1poundYf�lkpYn •Ilse on be uu0 ,ono �q•ne.«are^q Pin. i ooran k 9 o ..0 n In ot�coPIP",. rv,arum of Inmen9 me m.mod o rep rr -me mnnn'an eae mown.'x The eaarul.orl OI...work on In.ranwa,rgnl 01 feat.mcluorM He WDDOrlp.A,of ,Icyf,•R,.R b wuRRI le me Mad.l..add air«liM OI In.RNanal Manyar EMmxrmo al the Ill CompPY. Ifew fin«JnNd w nark. nnq so :ng 0 watticada.Bonne«ceuauon most n01 creep me W nnoe niemenr of me PIP*.J«koa nn9 OI:orruMrw me.A O pe.ca ..on r o w....ry A Ilanpa,WIN nr coob"o,rent no, ", . ip Pe n et shell oa N-1.a,wn«e° clatu.,I.Cb0+ Itself,5 el..,uh.ol right anglel lnerel0 but.......olt al n01 Nat than 45.",.I and pall our be PI«00 wrto a Nrc Calked,under eanw•Y gadget Or Closer than 45 feet to any q«Iw^of any Ni1waY trq°a,bu ktoy,Or Omer imPulanl tlluflu a,a C01n n so at cases and lnnn by spec,..Oe+KP J+Jo.-was by Ine ANrtl.l Ice PhddHml Enem«rune Ol Ine Ra.IwaY Company, Pipe yin I•.. 1^pduOr od"O ranwa° r9n1 .1 way M.H M Ur {far a{glart"...from a r mdk'.ol 41ruClu ey PiOa IHen arrV�oeeN mabN"Resuc.t.1 Or peat It under oI.,Hua...at.wrlom 25left of IIn.cMterline^I any sta.,01 rend Inwe a 0•n9ar or damge h°m M•k.IO ant triage,bu.l0rrq Or Pro.rmdrale.111.uclure.«JII oe Mcatee Or of Spacial oelKn as apprOY..toy Ine Atutlaol V.ce Pret.denl-Erprberup ^rlM RadwaV CO«Oa^Y Pip li w IdMdudi^allY on the ranwaV rIenl of way.SO Iwl Or NN from Ina cfouRu s of Iraq gall be put and.1 la«In..a'B"Irom ma W Wrla c.1st too us p.b. .n an SO feel f.OM lee cenlarline OI track,mmrmum Corer still by l INI. II^:reellona. 1 s era foblrucled or IN 1.1....or R fare, COmpan,determine+that rd•apae NPut.b wide... In.CJYn9 mall W aatadd. cdr.ewpndrP91�«x PIPE LINES CARRYING FLAMMABLE SUBSTANCES Th.,mclud«on,q«,Wealthy,pflroleum Orpdueli O.°1bf Il.M.W or Affely VOlai-la Reb{lann.1.1 P.e+{uu APPRO VED CI IN6 PIPE: CASING PIPE FOR E R LOADING $INI 01 Ca{I IIM IM all MY"`MS, ALL MINIMUM DIMENSIONS MEASURED NORMAL TO E OF OUT510E TRACK ;auNRILM YIELD STRENGTH QQO#511 35 Mm.Kaalnq Pip 5bledQ 35'Mounnum ICainq Pip atl^tll •4 �Tawr 45'Mn IGslnp Flpe Open p 45'Mlmmum IC a^g Pip op 1 I •"`^ e u: aa•^:• A Lw Y •.. ............. Ixa.a• 45' LDj� <U VMIS tO be .1.1 oNNuse R.W tine • as"MINGs 0.In UNOGN M"mu- 0" 24� 45-Mlmmum .219 O.H} aunt 14 SunJarn A.0.E.A P.Pe ZfJ e/Iti1 $Unda1O A.N.EA.plp he tan O.HO OL} IB Ime ta^ -Osi o.Hl O.Na m w 2.J Tp dl+lone WOr Dncn line I 4' 0.}I} Is }} ., MIN MIN. 0.]S I H aaI °0 Si°0°0 HA}om AND M 2'MIN. 4.6"MIN. 5'6"MIN, Ni I ON9 os}. ]a 12 3'MIN. °a. O..3 H.IN042 I � I SEAL A IN PIPE 15p able for wall lnkknessl $CAL CARRIER PIPE TO MEET CURRENT EA.SPECIFICATIONS CAST IRON PIPE: muM.,u 8- c of a er, pipe mall toC16"Cacede �se and %carr Carter aid ann ImWNoon mun be by open 1rancn. Plp ppe ms-,pan 6"dia^asar.3v:'for 8"to 18"evrnr Plp and a%"for cane prp greater man ShglI conform so Am Mean StMprol Ati n. 16"dumettr, Spcihctbon A21<ua 150 for IY'and uMa PIPE LINES CARRYING NONFLAMMABLE SUBSTANCES and d. 25D for o.+1 17'. Pip 10 haw � Th.,iAslub+n^am,wmr o1 any nervllNnnyble lu nway semen from ra ham P, ^seem.,lain{or ed-by.Con eo alml. Prenure maht cause damp, r escamnq on nr in the ynamry of rnlwel portal Sawa REINFORCED CONCRETE PIPE: and&.A1.not rao,—epi.19 p..umesl no ..A....I,III..It emboss,setunly of Floe shelf Conform to current AS.T.M.C-76 Macy.but should b of luff�pent Strength towKnuand E-72 ranwa°loading. table INI wall "B'• APPROVED CASING PIPE CORRUGATED METAL PIPE: Steel or cat IrOP for all Pressures Pip Snap be °NVNIc,d, asol bO Ra f.nnyd vdYcY,It.,C.r.ugalee MCNI for pwNureS NS+Man 100 P.$I. YId..net.cpNd. Ar L MINIMUM DIMENSIONS MEASURED NORMAL TO E OF OUTSIDE TRACK Gael Of Meul Dr. 1 of Q Y we"al or" Q> <I IS 0.12' ,fI U.S.Sol.MW I nsh..) '2Q Q�� 25'MIN. 1 14 1B..under of 10H Z I 13 34,M.and b.0 42 aN YU E. PMIN, o HII 2 „ by,aI' .� JPs f ' V 0 �IaiPA Where me ends of t cun9 we below Wound 2' O F 5'6" D I Wherthea C M hN1 y s +w1 poteclad SM." lM M ITAIN MIN. MIN, _.r VMw of lose,^ulenal,but mall not be bqh Py II 3'MIN, waled. CASING PIPE ISw lab.for mmrmum At meFneul Where lnu ends o1 ma cemg are at per snow Wound surface and above nah water level may msv p IIfs open,PrwldM dhh-W n elforded in Such manner that Ieeka¢will be Conducted M'p from ralwaY tracks Or structure, CARRIER PIPE TO MEET CVRRENT A.R,E.A.SPECIFICATIONS Insure Olanwar a1 C 1nr9 prp 1na11 n reed o hale dame,., OI 4rrur .be IOmb Or..Pl.AW by 2"for Cvrur P.M Nfl than 6'.n diane.r1anr A"for ca Lar Pope-5 In mlmela And n.ge1. .--..r�e.runwrw.•a^'���M. awwr'��I J 4 a 'LA . ' as �,r.,Y✓1,�� .. iw- l�o� , .�-. �1... �- � cy��A 1. F i '} z PUBLIC WORKS DEPARTMENT m _ JESIGN/UTILITY ENGINEERING 0 235-2631 aaLL � Jg MUNICIPAL BUILDING 200 MILL AVE -O. RENTON,WA;N.MI066 b' P rEp �pTE� j BARBARA Y. SHINPOCH MAYCA S MEMORANDUM DATE: April 28, 19R7 a TO: Bob Bergstrom FROM: Don Monaghan SUBJECT: HEST KENNYDALE SEWER I Per your list Of projects distributed April 20, 1987, the Kest Kennydale project was not on the list with any priority ranking. I was under the impression that this was a project of some Importance and that it should be pursued. Realizing our project management constraints, I offer the following prnposal: We pursue with the Soils investigation on the west side of I-405. From a *' discussion With Dave Tibbut It appears we Intend LO bid this as a contract to design project with the City outlining the parameters With Which ne has to .> confine his operations to. Under these parameters We could probably support jthe advertising Of this project in the ath Quarter of this year, With construct- to begin after the evaluations of the proposals and bids. I would eep , that most of this project is not a Weather sensit±ve project and therefore could be done through the winter months whether it be this year or ' the firs[ part of newt year. Therefore, I would recommend Bret re pursue the -� sails investigation west of 1-405 and the preparation of the plans and ' specifications to be bid later this year. i i j lE.3.1I.DGM:mf i!' CONSTRUCTION OF PIPE LLIES ON RAILWAY RIGHT OF WAY GENERAL RE(]UIREMEN f5 Pipe from u w nr eilw ra."no nw gnr n nl w ,nYf l'o'co n Rallwev Eno neerm src p wlao m un Sow".1.1nr 11 him ru[4e In net cU••i...I 5uw,eta 1nMl( urn 1.( em r,q�lnu.^,Iyawo noprw li n"houng uMw ifrpaa al ifaueel and emanaea a,Inc Strauss us Tranporl r[pmon ...er,I.,Can.it lientruclaa in Conta.or where lawf on pouf of auork InW lly %ring a nybr enure of p•OlKlin,than a l..fret..'arrive n9ner before al ar01%l:on or mnrlip lost to irdabo a I.. Ilam ane aw ,Inn propn,M�mrallanon fn rl—au rout r .norm.,I m n al l env bfore enn%rurunn nnusq+n.Plana ane11 he nrawn 1 tnr0 a liniou'u IIn.o naM pipe I.n arplee OI dour.,I-Ju r,.11 Fe'vn�arlwev •ev%anon,u5n1 nl w v rne nnn Pen..al lavml, and ra vrlacreoe, P r pond alto NOu a r.oaa aa.unn 101 arcnenal I.mm note mwev. if •np o •w, ,note 1 fo...d a of m r.M t ann talc M.o nl IanbnoarM uct—onvion. ., pogo ,, e.fool opera r ., nnwro • •.m bre arrow Tlywrn ton of ma Wok Ontit-faifway uento way.lorchanp ma wppmlinv petb balls,Iful.M,onNct tall one Inwa(lmo.and bue(twn.1 lb Robot Manpar ErgmsrlM el one Railway Camwny. Pope Ilnw Snell be Intel...it.stores 0,b.11-1 Or Irair urinP�p it PracriraWe.B rr,-.,.On mud,he,eaewn Ine w,un m p e n.aelw OI In. ea,JYklry orb,run0 Of nrrupaleo met,$pipe,cos O e r e w Ilan¢,,noon Of cOUpllnq Will nor by prrmnlM. If.Ion inns w loop.wnwa Dula NaOY.In on na,x,aI appm.....a troy r.go,anrlef beer.b.........mv.1 rr0 ,f Iwo a5 own—and.11 not ne pucrb within a-Nen..mbe,Ivusay budget of I...ba.rs..or r v born.n.l a anon pn .b.1dr,.l nber impmour nl.a.n.dollar us MI caxune than for sawiu aev"n...m.ca bit me wn....or v e Renaem com .og of the wawa...mo—y. Pape Ilnea laid Iorgnumnanv o way,fool of was Into be mralee a,far a acnm n cae any bark l ,Or m o.pbm a lines muawf.P.w mg Ir re.b.prOnu(I,O r.nucla i nin Payourri Ipcalep trurn 15 last at be(rea,lose.1 any r e he,..1 other,of aanrlge usho ..it,. M outr v n1ge. un,o oche a onstro nd nructure.fn.11 be ancaMe or of RectO defen as approved by the Risottos Vrce Prnrous EMmNrne of the Rnlwav Company. Pilot 1'mn bw:luitu"Ily on Ine ou'rey In,of way.50 fast or one finer one(enteuw of JAI Nall fors fruitless roil lM than t'6"Iron the"Ground to lAlto,pea. Where pee lib if led mina than 501eel sort the(enNnine OI track.nnn.m.m core swll be]van. 11 Ir.(., .a conauucldd is IN.lour,..or Rverem, Comp.nr del.m...I INI IOMbeb Rroun of wibened.Ida 1."NRI as nlrndM (bneV.Mingly. PIPE LINES CARRYING FLAMMABLE SUBSTANCES This includes Oil,pd gesotne,bbbleum products or other OOmrrebla or highly volatile NA.lanne uMd,p wbor APPROVED CASING PIPE. CUING RW FOR E 11 LOADIN 6Nu an Cars Iran for, it"'whou s.ALL MINIMUM DIMENSIONS MEASURED NORMAL TO (,OF OUTSIDE TRACK WALL THICKNESS FOR STEEL C.ngpt PNF IMWIMUNv1ELOSTRENG TNAOW Sri 8'Min.ICAS'N Pipe Seelee 25'Mlmnrni Canog PlbseaiddI air,nA i�a :vet ........ e6'Min.ICjvNPiw OpR lO¢ 45'Mrlrndm lCiong Pipe alb 1 I ,Karr ,..5w ww I H v e5' �L0j bUI Vehb to as oul.lda RrW 6b auO,M'• ''O,W'• UNOERu fr' T,I�OY faf"� 4S'MiurmVm 0 02I9 o OAF) a It ANO IE So in AREA pit 2U y1..1 Standard A N.E A.pp line Nan am 0l1p F Ilnt ten M sli 0]61 a Na M l TM ni tlOpe Y10 r- DO(n line�+I_ S A' 01 0115 22 T to—MIN. ONt Ob6 14 4 IMIN I 0JN OaW m of ONP 16 AND 10 ols osa .s ] MIN d.G..MIN g.6_M1tIN. T I OM] 05], Tr pX JMIN 1 SEAL _ASINGPIPE ISrd Iahv' , .i ourn won uu -11n91 SEAL CARRIER PIPE TO MEET CURRENT A.R.E A.SPECIF If•I IONS Imrde m draeer of coin,pike bi e l e..d Oud.dnmPiel lora .n orb III l"for c CAST IRON PRE: a nth pp In,In.R"dinblo,J%"Evil"1.I6' ra wp area and<%"Im cgne p•or Ae.rn loon 1.swllarmn mu t be nv opdn v .PIP 16" m dieeler T01 Lonlprm Io Ama¢ap Stan,Wds Actin. Sbcd.eNon A21 clan ISO for 11"arld uflder PIPE LINES CARRYING NONFLAMMABLE SUBSTANCES and It., M No on, 17'. aloe 1. hare TFn b,brdn rof w.N1 or any Ion NOmmN.le,ubleo,e wmmh bob n,ramie for ^.etn.nmw Ia�nb or tdnpnnpn coupbnp. y,Mpr rehl reuse damap d e%epine on In in he vam.ry of n horn,pnbrly Sewal REINFORCED CONCRETE PIPE: rW dmns dh not rMurn,nine pm unless MrMbdb m0 wh¢n will endanger unionist of Plpe shall Conlpm 1.tuMpi A S T M,C 76 - ank,but 1nouM he of wifcannfrength to wnhmpl E-))reilwN IOM"g tat IV,wall"W APPROVED CASIN3 PIPE: CORRUGATED METAL PIPE: Steel or Call Iran In all pressures PIb shot b Falvanrarl esbenms bonded Rnnlor(M Conchae or Cofrugaed Metal for pevuro vet In.1 DO P,S I. and tsOlo," Madi. ALL MINIMUM DIMENSIONS MEASURED NORMAL TO t RF OUTSIDE TRACK Gp.Of Meia Dlemrnr Of y Y beforaI Will"ire Pee x d y JE 1 5 0 i 1]' III U S Sld.NNa Ilrennl Zx F�- 25'MIN. I lA 16 and r1Mn IN�Y I t2 N.30..36 d 0 12 rNN to I. f. IMIN. a a. pal of / dO O h _ aMIN .sod here Ihe elan, .f ill chine ri Ivl.v P rs.6" p I� Ks half b sundblr pmraM .yi I (TdIN hr MIN. MIN rqjmA� nrc of 1prep.marorul,but 1ntl1 not b r t ASMG PIPE ISn IabM for,rlrMknpn wall Mickb%1 Where Ine elan,01 In.tn.e Me is or IN.Pound sallere and Nroa high.,or level Ida,nRY be MI,ob.,prpwdM dMnepr H.If.d n aVdr barb, has larelA a m11 bt canduMd.1 Noun Milwn 11111.1 sbusunes. CARRIER PIPE TO MEET CURP ENT A.FI SPECIE ICATIONS Inub door eM1r of mono pp,hall evredd oulade dnmeler of crner ape,forts Or,Ou.enq by )" Im,N tar •.pr Mn he.6"in o•PH 1OPar1d ulaee W'I' for n p in dremnel and 1.11 I II J , 1 OF f?t �• T o PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 R MUNICIPAL BUILDING 200 MOLL AVE.SO. RENTON.WASH.99066 e P 140 SEplto BARBARA Y. SHINPOCH MAYOR November 7tn,1984 Dear Property owner, The City of Penton Public Works Department is lilanning to perform a Topographic Survey from NE 24th St to NE 27ti St along I-40E right-of-way. It is our desires to obtain a right-of-entries i from the property owners abutting I-405 right-if-way in order for our agents to enter upon your property and perform the necessary Topographic Survey. Pleasa execute the attached Right-of-Entry Agreement and return to the City of Renton in the self-addressed envelope provided for your convenience. Yours truly, Robert E. Bergstrom,P.E. 1 f f 1 a r - A �y. RIGHT-OF-ENTRY AGP.EFMLNT THIS A:U,,ENEN7 r•ade this day of ,19 by and bet..crn . the CITY OF P-14TON, r.tng County -.,hingten, a ,nacipal corporation, or AUTPORIP.D GtNT, Lcrcinafter t .i -:ed ' Ci otre" -.nd Fereirafter tcrided "Grantor(s)," s.... WI TN SSE TH: That the said Grantor does by tense pres,.nts grant unto the Grantee Right-of-Entry over the following described property to perform land surveying upon the following descri Led property: i i �. 1 x� { r? 4 That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as r.ay be necessary, to enter upon said location for the purpose of field surveying for sanitary scaers without incurring any legal obligation or liability therefore; provided that such t construction shall be accomplished in such a in that private improve-•.ents . shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the property was entered upon by t.;e G-antee. This agrce.ront ray be tersinated by either party herein upon days prior written notice unto the other party. i t L u �w is RIGHT OF-ENTRY AGREEMENT 1 THIS AGREEMENT ,3de this day of ,19 by and between the CITY OF PENTON, King Cc„nty,V:astington, a munuc p-al corporation or AUTHORIZED AGSNT, her einafter termed "Grantee" and hereinafter tc nred "Crantor(s), WITNESSETH: That the said Grantor does by these presents grant unt, the Grantee Right-of-Entry over the following � scribed property to perform land �' surveying upon the following descr' .ed property; r i ti f ra t, sa-d Grantee shall have the right without prior institution of any su pr,ceeding at law, at times as may he necessary, to enter upon said y8- location for the purpose of field surveying for sanitary s",%ers without incurring any legal obligation or liability therefore; provided that such ! construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed '+ or destroyed, they will be replaced in as good a condition as they were y " immediately before the property was entered upon by the Grantee. i This agrer r^,C -ay be ter.;mated by either party herein upon days Prior written --otice unto the other party. --- i ! y 5 ,s �y. + r . a3 777 ;�•• rA L�r- kg 1 MUIC. WORKS DEPAPTi'AFNT DESIGN/UTILITY ENGINEERING O 735 201 n Ci NURICIPAL NUILOING ?no L11 L AVE.SO. RENION.IS/;H.5E1055 3 $Q9.rO "Epl EN'2EP -F 6AnH4RA Y. SHINPOCH -- ' AVOR NoveTber Ith,1:464 6� I j Mr. P R Watt 2433 Jones NE Renton WA. 98055 C. Dear Property owner, j ! The City of Renton Publ 'c Works Department is planning to perform 1 a Topographic Survey from NE 24th St to NE 27th St along I-405 right-of-way. It is our desires to obtain a right-of-entries from the property owners abutting I-405 right-of-way In order for our agents to enter upon your property and perform the ne-essary Topographic Survey. Please execute the attached Right-of-Entry Agreement and return to the City of Renton in the self-addressed envelope provided for your convenience. Yours truly, Relvr$$�- Robert E. Bergstrom,P.E. i •iR'�. A 1 Z . � ivE2¢T�+T ✓eNEt,q4C NF SOB M0.5/ Rp"-sp; K I ' up N. ►_, Face !3• tN, -Pain ted ye how, a i' 242a- Ji.il. ,oaf iY{ __ ifs H.M "`Al FSF oeo., ...m..• __ a USC&OS DATUM ' ELE9.246.✓34 b.m. SPIKE IN P.PCLEu6J4 ON E. SIDE OF POLE NEAR `ousE W. SIDE OF ROAD Z�Z6—•MM�'s ,�•�•Yti i a . K r, s II -•'1� � t � RIGIIT-OF-ENTRY AGP,.ENLNT 1 THIS AGREEMENT made this day of _ ,19 _ by and between the CITY OF RENTON, King County,4ashinjton, a ^,mucipal corporation, or AUTHORIZED AGENT, hereinafter tcr:an4 `r,,0ee" ,nd _ B444ETT H KINDLE hereinafter termed "Grantor(s)," WITNESSLTH: That the said Grantor does by t',ese ;,resents grant unto the Gra tee Right-of-Entry over the following descri''�ed property to perform land surveying upon the following descriLad ,ro;erty: PARCEL D CITY OF RENTON SHORT PLAT 33-76 REC AF M 7704130772 That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitary sewers without incurring any legal obligation or liability therefore; provided that such construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were in-ndiately before the property was c. 'z r;•d upan by the Gr ntce. This agreec.ent ray be terminated by either party herein upon _ __ days prior written notice unto the other party. I l. 2623.H R. E H.M Av..e..,RE • / Renton,M'eehlnp n98056 9 � 1 c" �l�1��M IMA 1 I i S-- West K nydale Intercept(-, - n. I 1 RIGHT-OF-B ri Y AGREFMFNT THIS AL- i!LNT made this Sday of >19 by and lat..,en the CI rY OF RENTON, King Countv, la,. ing ten, a unucipal rori.oration or AUTHORIZED AGENT, hereinafter tei -d 'Cr,ntee" and _ - .P.. R MATT - horeinafter tonne "Grantor(s)," NITNESSETH: That the said Grantor does by these presents grant unto the Grantee Right-of-Entry over the following described property to perform land surveying upon the following described property: ELDON ACRES ADD N 60 FT WAS AEG E SUBD ENT 1' That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as ray be necessary, to enter upon said location for the purpose of field surveying for sanitary sewers without ii,curring any legal obligation or liability therefore; provided that such construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they c.ere ,rnediately t.,,te tte PIOTLrty ,.as upan by the Grantee. This agree .ent may be terminated by either party herein upon _ days prior written notice unto the other party. .� -70 J .dr-- >lalll�..aa ail el 1. ry au _ 111fC I IT i RIGHT-OF-0iRY AGREEMENT THIS AGRELMLNT made this q day of t,I�J ,199`1 by and bet•.-zn the CITY OF RENTON, Y.ing County,':7ashington_, a c�Inucipal corlbratfon, or AUTHOR17ED AGENT. her r.in�fter termed "Grantoe" end :i DULD.A_SMITH hereinafter termed 'Gr antor(s)," .- .R WITNESSETH: That the said Grantor liocs by these presents grant unto the Grantee Right-of-Entry over the following described property to perform land surveying upon the folly+ing described property: ..`s LOT 4 OF URCH SUBDINISION F 4'L w I , a Tbat said Grantee shall have the right witwut prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitary seers without incurring any legal obligation or liability therefore: provided that such construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they :;ere i rd i. lely :r,re .4.. _ 'ty ._�.:d ,on by lhz n.. ntce. This agreendnt -ay be terminated by either party herein upon _ - days prior written notice unto the other party. rIJ t. n„ F� � p 5 lrstl��t ly�"t�M1 '#Jw w Ul tw . itl tln.r -r1AYr ram, A RIGHT-OF-ENTRY AGREEMENT THIS AGREEI?ENT made this day of ,19 _ by and between r F, the CITY OF RENTON. King County,Washington, a "MI, ipal '.ooration, or AUTHORIZED �(,'-NT, hereinafter termed ,r„ntee" and _- --_KWY A KODIS ei—n - herafter teraed "Grantor(s-Y, HITNFSSETH: That the said Grantor does by these presents grant unto the Crantee Right-of-Entry over the following described property to perform land surveying upon the following described property: PARCEL A CITY OF RENTIXJ SHORT PLAT 33-76 REC AF 07794130772 x• T?4�Z /le� t! 1t9+1 'Z4 dt/r-,u.4z �� � ( ;�a4 -7Y77) That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitary sr::ers without incurring any legal obligation or liability therefore; provided that such construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were i! "¢Gately ',e,ure ,he pi ; „ty na> cuL�rc! ,.,n 6y the This agrecr,ent ray be terminated by either party herein upon Sl_ days prior written notice unto the other part ay4 M low s 4 a 3 THIS AGREEMENT made this /3 160 4ay of ltloa ,19 %r by and between the CITY OF RENTON. King ro Ity,`.ic:1d 43'0n, a U unucipal corporation, or AUTHORIZED AGENT, herein4,!rr t,%, d "rr :r,! .e" and _ . E L SEVART �p -.w hereinafter termed "Grantor(s),' or• ,W _ _ 'dITNESSETH; That the said Grantor dues by t',se presents grant unto the Grantee Right-of-Entry over the following descrited property to perform land surveying upon the following descri'-2d property: r LOT 8 OF ELDON ACRES ADD S 64 FT LESS ST A 1A4' II. 4 i vF r� F V That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitary sewers without incurring any legal obligation or liability therefore; provided thdt such construction shall be accomplished in such a manner that private inprovements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the property ,as entered ,Ton Gy Vie Gtu,At e. i This agree,.ent ray be terminated by either party herein upon _ days prior written notice unto the other party. k� , ► mow ` _ � .d t p r. MI'{ Y RIGHT-OF-'.:,]nY AGRIA..N.ENT THIS AGREEMENT made this /p day of 19 and between � E the CITY OF RENTON, King fo,u ,!;a shii,�lc aa�nnucii' al c��dtion. or AUTHOR17ED AGENT,Kheerree�iynafter l rnrd "P, j r" and ! hereinafterf tf "Grantor(s)," -- - 17J WIiNLSSt TH: That the said Grantor does by these presents grant unto the Grantee Right-of-intry over the following describ-d property to perform land , surveying upon the followingdescrited proerty: ELDON ACRES ADD S 64 FT WAS ALG Sl1BD LN I i t That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitary srNers without incurring any legal obligation or liability therefore. provided that such construction shall be accomplished in such a ,canner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed ' or destroyed, they will be replaced in as good a condition as they were ,lately b�rcre tLe pre µrty ..as :.�.tc� �d , ,n Cy t!.e Gear tee. This agreement may be terminated by eit'.er party herein upon t 3 O days prior written notice unto the other party. NLAjNL J t ry ! RIGHT-OF-ENTRY rk'ELMENT THIS AGREEMENT made this _ day of ,19 _ by and t.et;.� n the CITY OF RENTON, King rounty,'.:ashington, a munucipal corporation or AUTHORIZED MENT, hereinafter te,,I*d 'grantee" and RAf2fL. e I `T-C 1t hereinafter termed r�nt.or(5),"�;��' NITNESSETH: c That the said Grantor does by th .e prE(.cnts grant unto the Grantee Right-of-Entry over the Followinq doscrited property to perform land surveying upon the foll wing descr c party: LOOT 5 OF URGN SUBDIVISION n `XQQ.[>N� �irur�t•.W CLAtX�Go�- � ��'at.t2.,�.A�c-C.Qr Jr�'d That said Grantee shall have the right without prior institution of any suit or proceeding at law, at times as ray be necessary, to enter upon said location for the purpose of field surveyinq for sanitary sewers without incurring any legal obligation or liability tt.erefore; provided that such construction shall be accomplished in such a canner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed + or destroyed, they will be replaced in as good a condition as they were immediately 'afore cf.e property was c tvrrd ,; :•n by t1- F.—ce. This agree ant .ay be terminated by either party u,an _ days prior written notice unto the other party. v PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 tAi MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH 98055 e PP TEL' SEPIE� T0: TOcNn• FH�,we�n _ _.__.. DATE: of 'r 9d5 JOB NO.: RE: Acy.AAd-k �w/+Y� IN• 9Sa)55 GENI LEKN: KF ARI SENDING YOU .Q ATTACHED a UNDER SEPARATE COVER VIA _ THE FOLLOWING ITEIC: 0 SHOP DRAWINGS a PRINTS a REPRODUCIBLE PLANS a SPECIFICATIONS ❑ COPY OF LETTER a COPIES DATE NUNBER DESCRIPTION//AND REVS THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL a APPROVED AS SUBMITTED o RESUINIT COPIES FOR APPROVAL FOR YOUR USE O APPROVED AS NOTED a SUBMIT _ COPIES FOR DISTRIBUTION 0 AS REQUESTED a RETURNED FOR CORRECTIONS o RETURN CORRECTED PRINTS o FOR REVIEW AND COMENT ❑ _ a PRINTS RETURNED AFTE7.. LOAN TO US COMES TO: �( SIGNED Lam.AIO 6i zc�w�'T —_ _ TITLE � bS ,.� C_mw.c.A. IF ENCLOSUES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE L J J i k �y 1 RIGHT-OF-ENTRY AGREEMENT THIS AGREEMENT made this day of - J,19 by and between the CITY OF RENTON, King unty, ashington, a munuc�pal corporation, or AUTHORIZED AGENT, hereinafter termed "Grantee" and _ i ere na er e e rantor s - -- WITNESSETH: r That the said Grantor does by these presents grant unto the Grantee Right-of-Entry over the following described property to perform land surveying upon the following described property: Eldon Acres Lots ) 6 2 i 6 That said Grantee shall have the right without prior institution of any Suit or proceeding at law, at times as may be necessary, to enter upon said location for the purpose of field surveying for sanitery sewers without incurring any legal obligation or liability therefore; provided that such construction shall be accomplished in such a manner that private improvements shall not be disturbed or destroyed, or in the event that they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. This agreement may be terminated by either party herein upon days Prior written notice unto the other party. 4 �66 l AWL, $ AhL .A