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S. TALBOT HILL 1 � � W-599 � QjAt �RZ `lT 'Nn Nngv "rVrv4 O'IvINMT K1M� D✓l:IG L)NN FINtIdv � �lTNwwr Arnsr gLQ r1GDrnau .� _ /1V/Me Pry �rn�l� sa�r i ;1/AIEK sNFh i � 1 4 ¢a �'' cca�or � �y ♦♦ i 1 i 1 1 1 1 � 1 � 1 r r I r i= � �• �~ 1 TidWsnua•,wv �VEM/1Ur 1 MAIN !!! � Am" p�bp+osEi1 � 1 i 1 _'a Ex _''/tiS Eq`EMEti'T � k cf5c' rF rJp,AA ROAD qu^ I / Y /V'C VJ ROAD J ' I / v r + � � �" ��R•cNASE v�eove�ry '"LET-CVrtEr F+F61I;,/ �P �� �� Cv'EKF.A�J FIFE LINE I \ + -10 EASFAIEMr " \� L��venrau� I a PS) � k � ;, � SuesIt - w p`M w 1 f � IS9 y 0 I O 4 A /GCc�RSE I / k If ME/JT P r "� 6xf5T/ C,4,( RT a y Al b ;j i F14URE 1 t V . e f .t • Y 00 JAI 1 �• `� � �� •�4 ell f mot{ �, � `i � •• ~� r .� � wr � 7. '�»,• ,,, , A .ram �' Fly 0 IS ANVIL-, ,� Y a jW ;',w4w ~ t % �� Covenant Development Corporation 5101 Nonh Francisco Avenue,Chxago,Illmon B05:5 314'794.7000 Cab*Add.eas Covonam Cmcagn April 7, 1982 t Robert E. Bergstrom Design/MiNty Englneericg Supervisor City of Renton 100 Mill Ave S u it Renton, WA 98055 re: Renton, WA Dear Mr. Bergstrom: It was a pleasure to meet with you on March 17, 1982 to discuss the interest of the City of Renton in the placement of a water reservoir on property owned by the Covenant Development Corporation on Carr Rd in Renton, WA, I have indicated to you an interest on our part in pursuit of this possibility. I have indicated that the initial proposed location as shown in the letter, dated February 18, 1982, from Richard C. Houghton to the Covenant Development Corporation, did not seem to be the most appropriate. I have indicated, however, that we would be willing to discuss the possible location/acquisition at the northeasterly most portion of our property. I have suggested that you prepare a sketch of such a location s' iwing access by means of a public right-of-way through our property from Ca. • Rd. We have indicated, further, that we would be pleased to annex to the City of Renton and would expect that the land use designation would be other than for s:.lgle family dwelling units. I now await your response to our proposal in the form of a sketch plan to ich we can react and further information about the possibility of annexation. We need to take any further steps, please notify me at your earliest convenil,LO. Since �CNI Robert C. Larson, xecutive Director RCL:rl r4 A }k• r�4 Rip{ Cti►~al_t Development Corporation 5101 North Franriaco A re i, Cht,a3o,lihno¢80825 312 784.3000 Cade Axl ee Covenant Chicago May 20, 1982 as 1 Robert E Bergstrom Desion/Utility Engineering Supervisor City of Renton 200 Mill Av S Renton, WA 98055 RE: Renton, WA Dear Mr Bergstrom: I am pleased to advise you that the Board of Directors of the Covenant Development Corporation has authorized me to continue our negotiations leading to the possible acquisition by the City of Renton of a portion of our property located on Carr Road in Renton, Washington to be used for the placement of a water st :rage reservoir. I await from you a sketch as referenced in my letter to you dated April 7, 1982. Please be advised that it is my intention now to be in Seattle, Washington on Tuesday afternoon, June 29, 1982 and Wednesday morring, June 30. If it is appropriate, 1 would be pleased to meet with you to review the sketches which you intend to submit to me. If such a meeting should be arranged, please communicate with me and indicate your preference for time. 2,ncery.,L, cyl rson, Executive Director Covenant Development Corporation RC" :cl _ s J J Ali PlljllT TA,,,,N INTO PLANT IN 1982 ♦ y ' A i BEGINNING OF FILE FILE TITLE r, Pi� B Pump S. TALBOT HILL W-599 2 r.0 i 1. �+.• , _, s ____ ` �fi'/ . •4��� / / /� 1 1 1 I 1 � t I I '`� •` •>. �J'J"��4w4..�'��1 .. �I 1 I / � r -'�---�/�J /r�l,Fii//��.vl�i/ /� '� �r 'f'Tf,---�.._.�'. : /n'•F'w'I+.. /G9fm, -•Te,,T:'�^i . -.� r G New /�0^•� ��-fRl� i.pll� pl� CITY I?Owooj +i I SO(JtH T-NLearr ►- 1t L ROSCOVOW 1060)VENANT C LsUQCj4 qLT- srrjw "q 1 W - 600 i�✓��.v S; zey 17{ vdLtc �N �� ✓dI�SJ NEW PIPE y" - gG LF IZ" Q( S7 LF r � a 335 Lf �IPu I:aTG VR IDS �" rs u� 84#,.Vl v"Le) I 3 lu � IDW p}o LF zo., Pf` II 630 4" vvlvr5 I �„ Tj 7 y„ V)v" I w U,r"e) � Ev LF 16" &V 1 Ri W J Asv-tt I AW "d 24" AX I5 L.F �x SPEED LETTER TO: ti. DATE: J at., tlx PROJECT: SUBJECT: .: a Mgne Nr. Houghton ')ace; 1/7/82 Page 2. a the road with dirt and gravel from the side of the r d m ` `saved n Y 'ont yard. ( t severe. I witrressrdomostn9 my sand pile to tt;ern. The situation was pretty and str o it myself and there were ever, cars oft in the ditch andtd on the road, which had chains on, as they started down, the hill. Once people start down S.E. 192nd where it intersec Pretty much committed. It is very difficult for thts with 102nd, they are epm to get oft that road. People who tried got into worse trouble than tho/e who simply allowed themselves to go into the ditch. It occurs to coo me teat if some find of weather, either at the int coordinated effort were made, that this road could he barricaded during severe ersection of 5. E. 192nd at 102nd, or where the road intersects with the Benson Highway. The biggest problem seems to come from People going downhill rather than fro,n those attempting to go the cars were pointed downhill when I saw them. uphill as all of I would appreciate a discussion of this matter when you next talk to the county road people, as I understand you will be doing in the near future. This road is heavily used and it is used for commuter traffic. It is designated a feeder into the minor arterial of Talbot Road, so I understand, therefore, it is not a road of insignificance. We have lived on S.E. 192nd for eight years and this has always been a problem in the wintertime, but fortunately wasn't an issue last year since there was no snow. I would appreciate your consideration of this matter. I Sincerely, �1 NP/jd.rl/10/82 fancy L. Purcell, M.D. + r 1 January 7, 1 Sir. Dirk loughtonJ ,• D:.ector, Public 'iLorks Department 105 Mill Ave. So. .0 - '�" '�('ti9h� Renton, %A 98055 } Dear 'vir, Houghton: "' 1,,(q During the recent severe snowstorm, it cane to my attention that the Renton School District Department of Transporta.ion is instructing children who take the A25 bus to walk from the intersection of 5.E. 192nd and Talbot Road, northward to the intersection of 43rd and Talbot Road in order to catch the bus, At this time, that road is not safe for the transit of children who are on foot. 1 have no objections to my children walking long distances to get to school as i believe that could be character building, but 1 do not think it is character building to try to walF along a slippery road that has no shoulder. f As you are probably fully aware, the left shoulder of Talbot Read is still /" • "" completely torn up following the change of the water pipe lines last simmer. 5L.w/4v' i.5 The east shoulder of Talbot Road is nonexistent. I think it would be Set- Se rJi Qy appropriate for the city at this time to pipe in the ditch on the east side of (rt Talbot Road and construct a shoulder on that side of tht road as well as to systematically now the east and west sides of Talbot Road. Until recently, the shoulders of both Talbot and 192nd had not been mowed et all since the �i�t. S�.•✓�1e' � territory ber_a•ne part of c;ty property three years ago. AP u�ir- :.--^yl/ W,Ck_. In addition to ny concerns about the lack of safety for children walking hu1 µ,(.S tNf along this road, I pe•sonally feel insecure walking along this road. I used to walk to work, ahirn was a way of reducing pollution in the city, reducing wear and tear on the city's roads, and improving my own general health. Since the b% Co`+sfixrw west Sound shoulder was destro)ed, f haw not been able to walk to work. I see other people logging along this road and walking along this road. There has been less of that since the west shoulder was torn up. In view of the "'•4'�, 3 s�e.. increasing population density in that area, I wonder if it isn't time to d "Wit upgrade the safety of the road on that basis, as well S+se,if1y. tugs An additionalsource of concern and frustration relates to the administration of Talbot Road and S. E. 192nd by three different agencies including the the city, the county, and the stair Last Tuesday, the 5th of T January, was as you recall, a very severe storm day with extremely t,arard our s road conditions, It appears to me thet the general public who normally traverse this road doesn't have a lot of common sense when it comes to using the road in bad weather. At 7:15 a.m. on the morning of January 5, there was a 25 car pile up on the S curve of S.F. 192nd adjacent to the entrance to the cul-de-sac `} known as 99th Puce. The general public who were trapped on this road, sanded i OF Rfti� t ��� � PUBLIC WORE Jo' �bia►'c (.� z aslL DESIGN/UTILITY ENGI �G.UN MUNICIPAL BUILDING 200 MI lQ ,LED SE PfE art^ •✓Uti' BARBARA Y, SHiNPOCH MAYOR February 26, 1982 v� Dr. Nancy Purcell 10006 S.E. 192nd St. Renton, WA 98055 Dear Dr. Purcell : Thank you for your letter of January 7, 1982 indicating your problems on Talbot Road and S.E. 102nd St. Your comments revolve around two different issues - winter safety on S.E. 192nd St. and construction disruption at Talbot Road. We are aware of the problems on S.E. 192nd St. during the winter and suggest you promptly notify Mr. Don Miller, Street Superintendent, at 235-2615, on Safety and maintenance problems. The City will try to respond promptly to your safety complaints and perhaps winter street closure will be the best solution. Your comments as to the east shoulder disruption on Talbot Road South is due to major reconstruction of the City water system. Our contractor, Renton Construction Co. , has been notified; however, continued excavation will continue until all the water hon» I services are changed to the new plies, suggest you contact our project inspector, Bill Kullberg, at 235-2631 . if YOU have specific complaints. In addition, we will try to orom,,tiv complete work and finish tic road shoulder restoration as weather permits. Thank you and please contact us at once if you have additional questions or comments. Very truly yours, Robert E. Bergstrom, P.E. Enqineering Supervisor RE8:jft cc: Mayor Shinpoch Richard Houghton Don Mill , City of Penton Engineering Department 235-2631 PRECONSTRUCTION CONFcRENCE DATE: Tuendays March 31 19B TIME: 1 :30 n,m. PLACE: 4th Floor Conference Ronm DEVELOPER / CONTRACTOR OR SUBCONTRACTOR / NAME OF PROJECT 1 Name: Phone: Project: Talbot___Roaa weterli vac•W. 4 rd o Ta16ot Nill Reese rvt Proj. NAME OF APPOINTED INSPECTOR BSI1 Kullberx Please check departments to bt notified and specify person to attend. Engineering Dept. __1LJYI„l��x` ✓ Fire Dept. ,_ — / ✓ Police Dept. ✓ Street Dcpt. _ u[_ Traffic Dept. ✓ Utilities Dept. ✓ Water Shop Other Additional outside departments you may wish to notify. _ Department of Transportation Pacific N.W. Bell Company Puget Sound Power & Light Company V� Teleprompter Cable TV Company ✓ Washington N�att�w{a�(lGaa�s Company Other r SPEED LETTER i0: DATE:_ SUBJECT: - PROJECT: a ------------ TsTgne --- ---__ r Preconst. fonf. W-599 TALBOT HILL PIPELINES NAME AFFILIATION PHONE A .Jack Chapman Water Department 235-2646 Bud Irwin Teleprompter 344-3420 Ed Wooton ire Department 235-2642 Ron Forster iuget Power 255-2464 Randy Irvin Olympic Pipe Line 226-8880 Don Monaghan Engineering Department 235-2631 Gary Budd Renton Construction 885-7757 Bruce L. Gould Renton Construction 772-2085 Les Phillips City Renton Engineering 235-2631 Odin Witsoe King County 244-0770 Gary Morrison Renton Sewer 235-2615 Paul Lumbert Traffic Engineering 235-2620 Cliff Bates Street Department 235-2641 Robert Lyon Cascade Sewer 255-2524 Mike Burns Seattle Water 255-2242 Joe Miller CH2M Hill 453-5000 Ron Olsen Utility Department 235-2631 Bill Kullberg Utility Department 235-2631 Walt De Marre Valley General Hospital Michael Cvitkovic Valley General Hospital FOR RELEASE: Immediately i� Early in April, the City of Renton will begin construction of approxi- mately 16,000 feet of water transmission pipeline along Talbot Hill Road. Construction should be completed in ,•dust 1981. During the <.,,nstruction psriod, traffic congestion will be enrountered along Talbot Hill Road beginning at S. 19th Street and extending to S.W. 43rd Street. There also will be some disruption along S.W. 43rd Street and S. 177th Street, In the Scotts Terrace subdivision. The water system improvements are aimed at i.ncrearinq the system's reliability. The aging Springbrcok transmission line alonq Talbot Hill Road, which will be replaced by the new pipeline, was constructed in 1927. In addition to the pipeline improvements, a booster pump ntatioc is being constructed north of 43rd Street, just west of SR 167. This pump station, along with the pipeline improvements, will provide higher fire flows and domestic pressure. The cost to construct these improvements. is. $990,000, 4MM Ui �1 From: 111 III I Vim Date: To: ~ �A Our Project No 4/3& 3/. A& 'q i4w,- a •eAri::,A, Of :l 1110 IS III AS LIVED. PrllBE 4UIuv .A l.f (jNCF I/ Attn: CJ 00 /u4.Qf Re: WE ARE St NDING YOU K ATTACHED ❑UNOER SEPARATE COVER VIA p SHOP DRAWINGS ❑ TRACINGS !0 PRINTS ;3 CATALOGS K DOCUMENTS X COPY OF LETTER O SPECIFICATIONS O COPIES DATE ITEM S. 4 3 - / { o .r .c.• a�.c, ,Z/1/� •� T l. • .h.r7 f C"t' �r..4.:.�. -- - ` I l . I REMARKS /' �sw,� C"IfZ*' Zdlt* Cw.KC_ 7+-- K' Pr}RM 6 COPY TO REV 3 'rr p•} i,yv• 3a CITY OF RENTON CALL FOR BIDS TALBOT HILL PIPELINES SCHEDULES A THROUGH I Sealed bids will be received until 2:00 p.m. , local time, on the 18'-day of February, 3981, at the City Clerk's office and will be opened and publicly read in th,3 4th Floor Conference Room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed under this contract shall include: Furnishing and installing approximately 1 ,700 feet of 24-inch water pipe, 5,200 feet of 16-inch water pipe, 7,800 feet of 12-inch water pipe, and 1,000 feet of 8-inch sewer pipe together with valves, fittings. and associated appurtenances. The project is divided into Schedule A through I, as more fully defined in the Contract Documents. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a deposit of $14.00 each set plus $2.00 to cover postage, if mailed. The deposit will be refunded upon return of the Plans and Speci`i- cations in good condition within thirty days after bid opening. The mailing charge will not be refunded. A certified check or bid bond in the amount of five (5) percent of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Delores A. Mead, City Clerk Published: n, J�Y OF RA, + OFFICE OF THE CITY ATTORNEY• RENTON,WASHINGTON r ✓03r pirrCE fib.6W6 Jtl ]M WCnt.0 BmWMG • 4NrtT n15,^n4rpry 9�]] 2]] 0678 0 �$ LAWRENCE I WARREN. n ..+rpb,Cv GANIEL KELLf�G, •ssrn r•N• c + .*rarnev $q ,,&,P February 11, 1981 SUSAN R IRwrN •sss r•Nr n , .nwNE. s �TED SEpt'0' Is TO: Ron Olsen, Utility Engineering FROM: Lawrence J. Warren, City Attorney RE: Contract Documents for Talbot Hill Dear Ron: The above captioned contract is approved as to legal form. The Affidavit of wages paid is suPerfluous at this time. Lawrence J . Warren LJW:nd Encl. cc: Mayor 4 lot 7, a ! C ie" iv x ! T µ � ChM ��ec�vGnte n� d�ery✓.I r f R...I Zwo r l frW[25 YTO 'l{,F ri✓/ /z• iYY4 .z i .: m ..-,xtj• Wv1i/ _L°__'to 1 A.f R.�rt _______.___...._... _. _ r x 7n• •// e - i a,r 5•�a�i on/ 2o a /9t5z,7r. is / C/ 40, •or � /� 9._A Ir. �'.,_ 7lOM 17- i f eG as ri �roa 3 1 r rw ♦1 wale+- s^Y v�u S -ho,-n P. _._,_ Oa T/ ,�-o bx4C VAt.L _ — 1- — r-- Ta Ti, G1,12S. . A1- -& dayy ell 7 w.mot_ �•_-� t �f� ="-_—._ -W i ff oft ( H�41 From: sL ✓►lac..__ . , Data:—_.. To k9n___QuG.yA__-_ _ Our Projaat No. 5134031.A1 Dept. A_ _eU Q %Ajerk — IF MATERIAL RECEIVED IS NOT AS LIME, PLEASE NOTIFY US AT ONCE Attn:_lMA&Ji A4tMu�-- ---- WE ARE SENDRS6 YOU - ffl ATTACHED ❑UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ TRACINGS PRINTS p CATALOGS O DOCUMENTS ❑ COPY OF LETTER p SPECIFICATIONS p = - COPIES DATE ITEM {rye .i Poe puelo 54c. REMARK3!�4� i.._iL Ou ---Q.+I c 5 — _ FORM 6 COPY TU ___ — —._._—_- REV 3177 1�S tires Telrr pu+�'i7 Mc+�-T (�u4,,,,aSts AFWn�h/Ac. r Q�.tdIJ Fu••w �✓•�•sw7,a•v OF Th, -n,)o 'WeS -rWS Ev&WAVIW k;;t"'J EWWw.uww R,AnJ":*% dr+r{ (�TAr�`IJ ErlAWA7,Ow- a' -rmo �- ; Suri.a�rcri+ isrF1' A„b, �. (jF,is� ,6 ••EAU— - WL' PQ 1MVEs r,wlro,v of c,uu c•GM- v uuas zWW&— ,6ZA6 r14 R%+6� . -rK EwwAvtw wpw T) u ALSO INCwoE A 11 'Tut -Yee OF S?or AGc AdaAE GU o-0 StGA/Efs 7ANrL J2 �MQ"Cr� CWe QCsE'orRjk A^'a �s ` -rj& 7 t_ Srfe ACu06 Lal jZLAT,uAISN.PS. Vie r"Av� Xi /�BUvb (.vAM ARopa #MS cdmaoL Thy wktjA % Wp71 (91F `I,n NryU • ATO"Ts SPGuFc/uY 51uwaF7 L..T w evL 17(ZG'/X'1k+1Y T. J Of NOS d^n".�D""'• j YSiL'.n r✓V11J�"�L"' YS �+;y„JbLi !�k AJML4Xy NM•p"Y.c.rAro+ `TYlSiE' Ax-A F"A"05 ha "' U c GCS 7;rM7 C..w^+ Bf AIWCw t�� (4];L :"µ�S (1�+-•'i-it. .dN E61.•fn zd) CcL7 Fwi YY,S IT IS / Lu.nMC"wJG<) 1cIr�Y T CI�Y i�r1t:y(a3'� rr✓••.•nyJ..rr6r-Y w,FA � �y�,.a[A1/c:n. A��J H�Jf FO/L✓M Jr!Iv •/.µ.TMII 'ME �r s'frs— JSrCf /3fi/" bo7Musuc!'�J ,HC' WYCN A F�ArAw 4sc µy.Awav AArn �L�Jj✓i:nKY'+1 wrw n.�..?uat 90i.«. .� '7� �-'O"'.'u S7��r (`J.L To P•+•1{MASCJ' 7M6 O65rWATi`ti `''f" ' July 1 , 1982 utility Co„mittee - 2 - Aut rity,D�°partY� co obtain soils an Bring r ;V� nstwo si es\\on t rela the salts 11ityof t ]/�/ Deed 'xed my blisWhen a final itelots °^ke o the C he �cil and Wayr fohess Deps tment wi 1 report b aut Z&tlon. Very truly yours, Richard C. Houghton a Public Works Director " y* REs:Jft ry 4+` IN �j ys A i � rye 1 M+f ry ¢� . f f" iH9 tS F r fir h i � � / � r'' • rr��� � .k .r " OF RF.L 5.•...1 tbu i+ O,rk flo��- ,y �krr7sd" a S PUBLIC WORKS DEPARTMENT ` J -L _ DESIGN/UTILITY ENGINEERING w 235-2671 MUNICIPAL BUILDING 200 MILL AV1.S0. NENTON,WASH.99M 9") P 94Tf0 sEpSE BARBARA Y. SHINPOCH MAYOR 1 July I , 1982 Councilwoman Nancy Mathews, Chairman and Members of the Utility Committee Subject; South Talbot Hill Reservoir Site Acquisition Dear Committee Members; The Renton Water Utility has Completed its first phase of major water system improvements to the Valley General Hospital area by construc- tion of a new booster pump station and new water main replacement and upgrading along Talbot Road. The next phase Of water system improvement is construction of a + one and one-half million gallon water reservoir for operational and Tire reserve. This new water tank• at an overflow elevation of 350 (350 H.G.L.) is proposed along Carr Road east of the hospital. I A preliminary siting study by CH2M Hill Engineers identified a site for a future reservoir on the Covenant Church property. In turn, the Engineering Division has approached both the Covenant Church and the neighboring King County Housing Authority about a potential site. Both properties have acceptable sites for a reservoir at elevation 350 `• The Covenant Church has no specific plans for their nearly undeveloped site and the church is interested in site improvements such as an extended asphalt road internally into the property and would consider these improvements in the purchase price. The King County Housing Authority site is an old gravel pit. It is proposed as a large trailer park development. A site could be pur- chased here; however, construction of our reservoirwAoot r__ to the trailer park development. ,Y,_`f. L'3rr�Ttar.L pp �11 as s e tlao s try . l W khtha Yatecpmer's�. asses me c d, eg 1 t � .i�)11 r LC�*d1,F,'t d Just collected) in thR� s''f� ^ f un salgbntjib t app Y 0 OOU.00, the gVgrtP* flrOPos s� "of th nay for the �( 7 Prch}se of a re rvo •. ,�. ,.d of thf mo ey is needed to �� N "pay for the large Pump ststld,t fatfl Ity serving `ththospital TprJI Dy4art^^�nt r}pue s a rov to gin sous ne iatlo�, for pur- chlsq of ajrysefvdJ iit�l a t C ven n r fr�untjl'.MoysJng ('`� NWCAMA MARCH 1983 Northwest Computer-Aided Mapping Association I� l� Meeting Notice March 23, 1983 City Council Chambers 10:00 AM - 12:00 Noon Olympia City Hall Eth and Plum, Olympia x Program: This will be a shirt-sleeve, roundtable discussior �f standards for computer-aided mapping. Weil lay the foundation for NWCAMA's standards task force to build upon. People from state, local and federal agencies will be there, as well as some excellent private sector consultants. Directions: From southbound 1-5 take exit 105 B which takes you directly onto Plum stredt. From norhtbound 1-5, take exit 105 and circle back under the freeway via Henderson Blvd. City Hall is the circular building on the east side of Plum Street after you pass through the traffic signals at Union Ave. �o zw' ��'-� ter. "".r�ti-� r '� I ���`1 \\\I��,;,,� 1� 1 \I `t II 1• \1� ,`\,' `I /�/ I I/sr►/./ ' it �""l� 'w7 ,' ' ••I � I / jpe�� �s�fw s../FI / ./ // ,�. ,�� I � / � ' i / �`` •IwM1/ r / •yam � r Ar ', i ,may ,_•' _' _ C/� n d-Y7 / i D v plf, CItY OF SputN TALBOT rl rr t- �' C'SGI¢Wl2 (20VENP&rr CF402CH Air �QN /►tAacN ?�yh ✓rL3 Covenant Development Corporation 5101 q t,K Ff,g1c,mo Aranw,ChKpO, lio m 60E25 312 AM 1000 C.W Add,. Corwin ChKp RECEIVED SEP211W2 September 16, '982 ° U.� urnna ua.'u� u Robert E. Bergstrom Design/Utility Engineering Supervisor City of Renton 200 Mill Avenue South Renton, Washington 98055 re: Renton, WA Dear Mr. Bergstrom: It has now been more than sixty days since our meeting in your office on June 29, 1982. it was my understanding as a result of that meeting and confirmed in my letter to you dated July 1, 1982, that the City would provide to me " . ,a sketch plan to which we can react and upon general agreement of that plan we would secure either a loan or in conjunction with the City of Renton, competent engineering and planning services to develop the land use plan." I need to know whether the City of Renton is still inter- ested In considering a portion of our property as a site for your proposed water reservoir. It Is my intention to be in the S_attle Metropolitan Area late this month, and if I had in hand a prelimi• .rY sketch plan prior to that time, it may be possible for us to discuss it when I am there. I would appreciate whatever information you may supply to in regard to this matt Sinc Of obart C. Larson, Executive Director Covenant Development Corporation RCL/bh ' rip' �Y •'` .�.), �. IL mom KAP r , iw • -- _ __ RorK FINED DIT0*.- .ROAD •i'T�i31" � F✓T wKE. SourlCk- _ 1177 ONS•rF Au. 4,4 6.CAdN6 6>eu Arf A4W b✓2C�Ni1•^� Vogrr'Etn7 lAt. y - nJ ORn.LA INOwsrXrPt- OrdrRtcf Fxi_;iNb. EA5CMENr cet ROAD EX15T/A16 ROAD Ah'p NEW RDAD Cp,,JSrRUCr1oA/ -• t -PfC 51" i 25� oef -� - + ♦ Ib y ^ n i � r 1 i - /u�CLNASE. /RoveRTl' I ' /NLET-aur(,EY pIpEL�NE 'f — tASE.MENT CGyeAIaAhL 1 a \�O .. n � - w w h R 6x1571,VG VRAiNA(,A �v trf v � o EA 5EAfEV7 A I I EXIST/Al( G[KJERi A 0' i A V r is 70 I nF RF, R i PUBLIC WORKS DEPARTMENT RICHARD C. HOl1GHTON a DIRECTOR n0 MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,*ASH-96056 S r` 206 235 2569 ,rEO SEPY f-� .• BARBARA Y. SHINP(h,H MAYOR February 18, 1982 Covenant Development Corporation 5101 N. Francisco Avenue rhicago, Illinois 60615 Dear Sirs and Madams: The City of Renton Water Department is interested obtaining a Water Reservoir site on your site on the South side of Carr Rd. in Renton, Washington. We have enclosed a copy of our proposed water reservoir and the portion of the site which we would like to acquire from your group. If this site is available, we are interested in the purchase of this site for our water reservoir. Very truly yours, Pichard C. Houghton Public Works Director REB:jft Erclosure i 5101 N"h P.rmue�C,,,Soo 11 rt 60525 312 794 3000 Lank AAOroq Cnrxnux Chwago DECEIVED : ci' 2 1 19@2 September 16. 1982 unux� 1wuWN It is Robert E. Bergstrom Design/Utility Engineering Supervisor City of Renton '00 Mill Avenue South Re,,ton, Washington 90055 re: Renton, %tA i Dea- Mr. Bergstrom: It has now been more than sixty clays since our meetirog in your office on June 29, 1982. It was my understanding as a result of that meeting and confirmed in my letter to you dated July 1, 198Z that the City would provide to me "...a sketch plan to which we car; react and upon general agreement of that plan we would secure either a loan or in conjunction with the City of Renton, competent engineering and planning services to develop the land use plan." 1 need to know whether the City of Renton is still inter- ested in considerinn a portion of our property as a site for your proposed water reservoir. It is my intention to be in the Seattle Metropolitan Area late this month, and if I had In hand a preliminary sketch plan prior to that time, it may be possible for -is to discuss it when I am there. I would appreciate whatever information you may supply to in regard to this matt Sind .obert C. Larson, Executive Director Covenant Covenant Development Corporation RCL,bh y r 1 1 f __ 4. •�~ I T 1�� � � �• ^ / [ f Tom- \ • r r — 4 Jv rn�4 •r� l(, I� I •��� �.. 1 ,) Sri. " ♦b /� •:� �q;�,lrns�el���"�� l i `' i�Ilan+iws .!�o � ijK,q,�ly.�.sw i JWAIAI ku : • I f � di'I ' \� • iM I!11�" i r i .? xef f evv C�.ak�c flu /� ��:ar c- • ,� i 1 F y ve fir « s:�t7r:2t.7rrl gyp,/mil/J?✓/lr� 1� a, j r Y 1 i CH1Mw ::HILL engineers planners economists scientists April 17, 1980 is s13631.A1 City of Renton Public Works Departmenc Municipal Building 200 mill Avenue South Renton, Washington 98155 wctention: mr. Ron Olsen Utilities Engineer Dear Ron: Subject: Proposed SOutil Talbot Hill Booster Pump Station ` During a recent discussion with the Renton Fire Chief, ` Mr. Dick Griser, concerning the fire flow, pressure, and duration requirements for the subject pump station, he indi- cateJ that, if one of the fire pumps failed during a fire, there would have to be another pump to back it up. This means that whereas our April 3, 1980, report recommended two fire pumps at 2,800 gpm each, there would now be a need for three pumps at 2,800 gpm each. Since three fire pumps would require a larger building, and consequently more property, we considered two fire Dumps at 51000 gpm each. The cost of two pumps at 5,000 gpm each is somewhat less than three pumps 5,000 each at . Therefore, we would provide two pumps at gp gpm m each.each t Unless we hear from you by April 28, 1980, we will proceed with the deairrn of the subject pump station as herei:l described. Sincerely, Josrph R. miller lkp ffi �: AnN�oxa<e ISM 114!h Mnnur s I .nPII,YIM.1Yn.hnplcm NIfMN IlriNi1-54I(M! ,# r Style I Steel Couplings for Cast-Iron Pipe ' "3I8 9"Couplings Inr/LlIn I sal ►1pF.,yp{, _ hK(4!T-Iaph A,Ot It OK a0.r1 OrtaAtt }' ...list Out.,dr r„Laan O +,wn soda'On 21 �a�i MW • «w air VOK rein I« newt', 1� am t„,lO, legq 1� OrlMtag 4 2 SOD .I07.1 )-%.g 0% N 2 2.7N 2OJ.1 )-%.a 10 N N!! 1� ) 2640 Kra a-%a{ ta aN3 a Nya r1..� 2 ).NOCOX 'ia1 a-%a1 1% N j jj g�ND a a a 100 am M )0 MI 1pA. L Oka{ t0 an 1r{W %e 2 7 'low il,Yts-A . I2% M # MI 3500 12 122W %.r a-%.Ibh IW. 12% - la 11.)00 .) t-%a10% 1{% 12% N 61N 1a i1NO %rT IO-%lla,A IOK. 12% N BIN Kr7 N %al0,A 2tl% 121 era !� 0111 ' 1{ If aN %.7 �_%slate n% 11% !t2 Wa 0127 is if 100 K,1 12%: 6 �%. it U1 N2{ 12'L,r aysa){ra,py u 13.1Tt K.> u-%.toio N+y. /21%% 00%ll 424 Ol 11 Steel m 2i N 2206c i..i li-1%1.IO'b "t 1rA {a%% l41 One H huo 1. 0 11.%,ta'A N'G, lTA ate IN oUi (CIP) Couplings —__r h•>- rl_%, 0'y 21K. 121A MN IN Wn 10 111a0 4,7 16-K r 11 N% 12% 10 S00 OI1T i-%,11 Drover Coupling. style 38 are N A9w h.to t{-K.la a2, 222 {'sl 11546 IN1 IO also available m oat iron sues N n/ea I{-%al{ a2'%. tN{%l ! 212 204 ins^ from 2- to 72' 11hese Coupltnga ! N)x ) i•:10 N ns pie' Ear, long been used by gY and Y sosW 'n.i0 >b-%.0 MK. tVA t7 324 alt. water companies for the X.iriirtg of a W 1W I h,10 72-%r la N% I 12 aNa02 R]i,. Plan,end Gist-iron -ses) Ov; Coupling:,tomh:ne the�ativ"tagear N N.2W %a IB to-%'la {2'%. 1{% l2 Mt N» .1 a oulutely ht %a 14 N+%. 1q 11 Ng loinb and Asia, T2 )!.� %,10 N-%e Is aalY 1{% is 01rs in, 4113 faster IOUIt making 9t Yle 3g', 72 rl lit h.m 1r-%r U sal% 11'; II {ra Na. al,o permit the se)vage and use a rand,mui lerigtlu of t,,�non pipe t,"bah.tan be wppb.d an reawst. fe" which bell-1d. or erarked only Coupl�.pa is+ear.+ninon,ssttions have laws, r,...d r used 0 Cast"n,sae an shaven. wa"so'"M all."'A"s el CIA"—p'p,..nd....sguw:,a..Jobi.M w^y gri,i um Mbar .nd p,op, will be lam,.had an •.Y�.n la .nr ore or d,N of Style 138 Steel Couplings for Cast-Iron Pipe hnu You can huY oNE cob'F'JA: - phng m each mom,nal site 2"th'U 12' and be 6,,, Of a fit whether thewas made �+ ie. p„ wr b.In I8OO or from your lakes, r.UP4shipment (-left,,,, range Of(ItD ')a 2 soI2lbof thecouplingspermits water tight connection of pipes with ` ab ! ,In these diameter ranges (See .D asp spD ass table at right)•'DreaserloY'bolts are spe ,IlyD e,so 710 m,made to assure longlift- m undrground appilcut,, b` rn e]0 e•,s.ouplings may be furnishedD "c nap as. i 71 with Dresser Ai-CLAD„' fat tort cwt,nR Ex-tails on Ieques' "'r '20 ']"o se-. . ,y s,hw.we.«««w. .,,r.. .. .wh.a M N.«M M M I'. I1ge 9 T -�i SUBJECT—Fen ' 1%J l�-- -- --- c M�►1 � DATE 4�SO W fit l -- - - - ------- - - - SNFET NO —.�-pT__ L-- --- VNpJFCr ND si3b3r. I� emS the C }� mI.wt yer 'f ©r cAow— I. t?ev ew Aland (5h. fz) cad spot <40 wale,- `e4,jkCe cennectioMo . I > tr�,z., ..tk ' B2ndowcl ? Furnish d�Pp. lS sr specs B He'd 2. I n {Form atF� J� need ed fo✓ P;ring a the, hosp;+&I me+v- vauA6 the 0-1VI Mq e d . F UX ASH d S n r l p I a.Ko . 3. to tho weof jor % @ Cav✓ Rd g g a. 5? 4. On vtAz olYaw n n iC" to Gc muzoh cirucaL c Jzaoa.n,.A W a a4oa4y,4 -flruo w to wk�e Thc` Cam- . t L,----I U 1 Q The Spz will 4cun -tN fallaw , noy c4aKAOYcl de+a t is 4. 2"B o J I J y ■li�l Fronra__ DC_ Mt,q 6 3- 80 Our Project o. *1No31 . AI �� N IF MATERIAL RECEIVED IS NOT AS LISTED, / Hr PLEASE NOTIFY US AT ONCE Attn:-._ WE ARE SENDING YOU A ATTAC14ED ❑UNDER SEPARATE COVER VIA O SHOP DRAWINGS ❑ TRACINGS A/ PRINTS j CATALOGS ❑ DOCUMENTS O COPY OF LETTER SPECIFICATIONS D COPIES DATE _ ITEM REMARKS i alp 0(; 2U 1 C W Q ►lG� COPn rY� n COPY TO----• -.� FORM S REV 3/)7 CH2M r UHILL "It H•ern planners economists scientists July 7, 1980 1 is S13631.A1 , I , 1� fdr. Ron Olsen Department of Public Works Municipal Building 200 Mill Avenue South Renton, Washington 98055 . � . Dear Ron: Since last meeting with you, we have made a significant number of changes to the plans and specifications and want foda:� � you to review the revised set. We will have a set to you by I will call Friday to set up a time for `#discussing your review comments. Hope you had a nice vacation. sincerely, Joseph R. Miller las sra.oak. l i(VI11(}h.{v-M1tSl III. rx' \S' ,h,. V.lin'11�IXiJ �I.i d�l ';i.x C HILL engineers planners ec(,riomists scientists September 11 , 1980 � 513631 .A1 Mr. Ron Olsen, Utilities Engineer Department of Public Works Municipal Building 200 Mill Avenue Renton, Washington 98055 Dear Ron: I do not believe I gave you a copy of They are enclosed. the standard details. Enclosed is a letter from Puget Power. Notice that they must schedule this work for construction and they will require an easement. An easement description for the Pipeline at the hospital is enclosed. How is along? your review of the pipeline and pump station coming Sincerely, Joseph R. Miller C] Enclosures k+((M Mice 'SIN)114th Ave ..S( .Wrll.•v�x,Waelu.gll,m 9G(XX t(16�{4i-SOfNI Item Ouan_ Unit F4wres Unit Price or L.S. rds) E-t_ Total Amt. 15150 FIRE HYDRANT ASSEMBLIES Fire Hydrant Assemblies y E 13 1 EA l�rQl' s ...... . ....... .... .. .. .. .. •....47 0�9 ✓' V.inU.4sf<Yslvt 15160 VALVES. VALVE BOXES. AND VALVE CHAMBERS U Vol 4 M+ �A-- ----57 _____ ______ ___ _____ ________ . . .�C = 575= ✓ S-inch Gate Valve and Valve Box E It l EA 0. .7.4¢— . . . . . ..0. . .... . .. . ..... . .. 6. . . . . 7r 440. 12-inch Gate Valve and Valve Chamber � •e E S 3 EA 6.0.. .'73 0 . . . .. .. . .. . .... . .. ..... .. •.. ..//. .... ..... v 16-inch Butterfly Valve and Valve Chamber E 1 3 EA 0.4R4 4%. ..... ... . . ....... .... ... $. . . . . v 16640 CATHODIC PROTECTION f _____ ________ ________�- Test Stations CC seO•_ SUM OF EXTENDED `OTALS S. 0757 661-` Estimated Sales Tax for �7 Extended Totals Above s. .z 4 . . /. 15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS Fittinms (in-place) ZVaVJ LIDS 6.09� : — [ . .-.�. . . . . . . . . . . . . . .. . . . . . . . . . . . . s. . . . 4t .. . . . . . Pro►osal 6 Ito* Ouan� unit }ur&s unit Price or L.S. rda) ---- ------- -- Ext. Total Amt. ----- ---- 9revel Surfacing P.) Z o I ] Sy 3 Sod E7 �� 6Y {. .�?. . . . . .. . 0.. . . . . . .. . . .. .. ... {... . �✓. . . . . .. . ' o2S'= 15003 DUCTILE IRON PIPE AND CAST IRON FITTINGS - --- ---- ---- 12-inch Pipe -------- LF /4!0 f. . . . .. . . . . . . . . . . ... ... .. ... .. . . . . {.. . ✓ 7,pe IPFg 4Co= 16-inch �•• • • •Pipe 154 0Q " LF t. �` . . . . . . ... . . . ........ . . .. .. s. . ✓.'�� 42Q- ✓ 24-inch Pipe •� • • •• • a5 E �seb LF {.¢ .. . . . . . .. . . . . . .. . ..... ... .. . •... .73,8G 5_ 83oyoff Assesblies E ) EA { Y� ~ innections to Existing Pi►eline% £ ELZ 3 EA - 15005 GRAVITY SEWER PIPE AND SEWER SERVICE CONNECTIONS • • • Gravity Suer Pipe EIM'-"] LF {, �, • • . Service Connections Iq) 7 LF Television Ins►ection 5 0 r �♦ LS 15100 WATER SERVICE CONNECTION TRANSFERS Nrvice Connection Transfers EA 6. . . . .7.Zcr> Proposal Item Ouan. Unit FiNures Unit Price or L.S. (Words) Ext. Total Ant. ---- ----- ---- ------- ---- ----- -- ---- ------- ---- ----- ---- . ranch Excavation and Selected Backfill. Mto 10 feet Depth E9,4103 LF s.lr: . . . . . . .. . . ... .. .. ... . . . .. . t....=gtf4�.�: ✓ Imported Pipe Base and u Pipe Zone Backfill CAoSr►7 T�IS s. ��!�'�. . . . ...... ... . ... ... ..... .. s....�t!.44Z!�. Imported Trench Zone Backfill E),C653 TONS s. :7. : .... . .. .. . . I ...... . I ... ... s..:3�:. ... Trench Excavation and Selected Beck.fill. 24-inch Water Pipe E/7003 LF f.. . . .. Trench Excavation and Selected Backfill. S^inch Oravitw Sewer Pipe 1. re ( C 4403 LF ♦... . . . ...... . . . .. . . ... .. ........ s.... QO, PG4— Foundation Stabilization �C,K bG Z /a`=� C /903 ev S. 761.:. s. . . . . : . . . . . . . . 02560 MANHOLE CONSTRUCTION ____ _______ ____________ Manhole Construction 47 02616 sURFACE RESTORATION ----- ------- ----------- Asphalt Concrete Pavement reK T,2dWeges 41T Concrete Pavement. Sidewalks* and Curbs E_7o 3 ICY 0.1... •... .:Z�o... Nsix'/c r cant Pi✓�*T 47'a 3•.ts r► arr 144-P S4• '' — �S,^/20-' ?too] SY proposal 7/L Wye '24W F&,.J,WA. go Sr3GSt Nt fr- TA�_(bar p,c p�pGc i vE s f-N�c �4.a!sT SALES AND USE TAXES ----- --- --- ----- The Bidder agrees to ►ow all sales and use taxes for the work contemplated s herein as reauired in the State of Washington and as separstelw listed in the space ►rovided in this Proposal . Where the es:imated ales (use) tax is called for in this Proposal form, n it shall be considered as an estimate onl^' of the amount of sales tar, that ° will be paid bw the successful Bidder on materials incorporated into the work. The estimated tax will not be tabulated as a com►etitive bid item in determining the low Bidder. Should the low Bidder's estimated sales tax items appear unhalancedr the Bidder shall furnish such evidence as oav be reauested bw the Engineer to substantiate his estimate. Prior to the execution Of a Contract for the contemplated workp the estimated tax after review and approval bw the Owner will be added to the lump sum or unit ►rites bio for the work. LUMP SUM OR UNIT PRICE WORK, The Bidder further Proposes to accept as full Poweent for the work. Proposed herein the ocaurts computed under the ►rovisions of the Contract S Documents and based or follo -ins lump sum or unit price amounts, it being expresslw unde rat the unit prices are independent of the exact ouontities inv, The Hidder agrees that the lump sum prices and the unit ►rites reptvu • trw measure of the labor and materials recuired to ►erform the work., i,icludins all allowances for overhead and Profit for each twee ant unit of work called for in these Contract Documents. The amounts shall be shown in both words and figures. In case of a discreponewr the amount shown in words shall govern. UNIT PRICE BID TALBOT HILL PIPELINES Item Quan. Unit Figures Unit Price or L.S. (Words) Ext. Total Amt. 01001 GENERAL REOUIREMENTS ----- ------- ------------ Hove-in and Tom►orarw Facilities LUMP SUM . . .. .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . .. . I.`�O Gi28 j 02221 TRENCH EXCAVATION AND BACKFILL ----- ------ ---------- --- -------- Trench EKeaVatiOn and Selected Backfillr 0 to V&feat Dort&4fa✓ a-mcA A+d 14-i-V 4R.%< 54c 2a 91a .> [cT LF $. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $. . , . . . . . . . . . . . 4,525 -7 f A 4G, 3 94 s' (e rle.T Te G fa'ET LF `g Sre] L.F Proposal 3 Wes- '-, ?;vc r�•- .//i c a f:3r.,,✓�..+ �T,y � 5/'��/,,p/. d:.% preceWritten lust SUM, stated in LUMP SUi' SID and the arithwetic ollowins BIDDER BREAKOOWM, the Jume sub stated in writing dence. total have the shall have . (The bidder Oust sube,it with this Pro►ose, the apportioned amounts for the hews listed below. ) Section Ho. �s ------- Title ^� '- +Mount Q1015 Move In and Cite Prameratir ------ o2zoo s....40,4 :. Earthwork 0....Z 03301 Reinforced Concrete 04230 R {.. ..(•]. einforced Hollow Unit Mssonrw C. 150C Fabricated Metalwork snd Castings '••• ••Z0 ` . I�! �= 0754C Fluid APr•Iied Raofins /.... . �TS 07900 f. ... . �p 9.7 z=, Sealant s. . . .. . . Soo . 08110 Hollow Metalwork 08700 •.. . . . !i Z 2 z Finish Hardware /.vc� • Abri 09722 c a" ' • • • . . easless Quartz Fioorins . . . .i✓54/`� 09902 Fsintina s. ' "004 OWNW,z S , QUO 15007 D mall.ere CF,.CJcJ.PgrtNT • •Duct Iron Fire and Cost Iron �' - • 8�. 9Sva Fittinss 1=.169Valves and Fluwmetarm 152606. . . . . 7�4.s Ventilating Svstem ... /G e/-7 .1540r. .. . .. . s Flumbina and Miscellsneous Pirine �, l . .. le0` Electrical BASIC LUMP SUM BID qq � coot Imclud"Im Saps Tax) f•• ••• �SJ.3 . Estimated Sales Tax (5.4%) W�f A Bid Ite� i -7-,v7w <Z,4,C TAX . +j.�� �'¢l '• 1 station connection with Water District No. 58, and an inter- tie to the adjacent 196-foot pressure zone. Each fire pump will require a control valve to pr3vent surges in the system when the pumps are started. Fire flows in the future would be provided by Lhe futar- reservoir. 19 INSTRUMENTATION AND CONTROL The domestic Sumps will supply water to the 350-foot pressure zone in response to pressure. Thy pumps will be turned off in response to low flow. Instrumentation and control of the pump station will be designed in conformity with CH2M HILL's 1979 report entitled 'Supervisory Control and Telemetry System" to the city. The following basic control and monitoring feetur.es are recommended for the domestic pumps: 1. Manual selector for each pump to function as a le, ', first lag, or second lag pump. 2. Manual overri9e of the automatic pressure/flow control system for starting and stopping each pump (with red warning light in manual mode) . 3. An indicating 'ON' lignt and elapsed time meter, elapsed time in hours with manual reset of meter. 4. Pump station failure alarmed centrally and/or at the police station. 5. Record and totalize flow from the pump station. The fire pumps will supply water to the 350-foot pressure zone in response to pressure. They will be turned off manually. Control and monitoring features will be similar to those provided for the domestic pumps. Two constant-speed pumps are recommended for initial installa- tion with provision for a third at a future date. In order to meet the design maximum hour demand, the recommended pump capacities for initial installation are 250 ypm and 600 gpm, for a total of approximately 800 gpm if both are running. The recommended pump capacities would also meet the ultimate maximum day demand. The need for, and capacity of, the future Pump will depend on when, the future reservoir is constructed. The constant-speed pumps will require pressure-relief valves i to prevent the pumps from over-pressurizing the system at low flows. They will also require control valves to prevent surges in the system when the pumps are started. Installation of a variable-speed pump at the proposed South Talbot Hill Pump Station is na recommended because of antici- pated control problems due to duverse interaction with the .,ariable-speed pump at the existing Talbot Hill Pump Station. No standby power is recommended for these pumps because water is available from the northern area of the 350-foot pressure zone and from the adjacent 196-foot pressure zone. Addition- ally, the future reservoir will provide water during major breakdowns. This pump selection will give flexibility and standby in the event of mechanical failure and will meet the range of system demands experienced from the winter low t � the summer high for the defined design peric:!. 350-FOOT PRESSURE ZONE FIRE PUMPS Northern Area Fire flows will be supplied by the existing pump at the Talbot Hill Booster Pump Station and two existing pressure-reducing ,,aloe stations. Southern Area Fire flows will be supplied by the installation of fire pumps at the proposed South Talbot Hill Pump Station. An estimated maximum "low of 5,000 gpm will be required at the Valley General Hospital following constructic of the currently planneo expansion. Two pumps are recommended to provide fire flow of 2,700 gpm each, in addition to the maximum day domestic demand. No standby power is recommended for the fire pumps. In t:ie event of power failure at the proposed pump station, lesser fire flows can be obtained from the northern area of the 350-foot pressu a zone, the proposed pressure-reducing valve are as defined in the table. Maximum hourly demand was cal- culated as twice the maximum daily demand. The demands for the southern area include an estimatad maximum day demand of 120 gallons per minute (gk.al to the Valley General Hospital, This hospital flow was estimated based on the oast 12 months' meter readings adjusted upwards by a factor of 1.5 for future hospital expansion and 1,5 for the ratio of maximum month to the maximum day. Is n Table 1 350-FOOT PRESSURE ZONE, SYSTEM DEWANDS FOR THE TALBOT HILL AREA +. Location Demand "gpmd Time Peri od Area Location Present_ Do--esign_" Ultimatec Maximum day North 140 _ - Maximum hour North �90 370 Maximum day South 250 0 3 Maximum hour 0 South 510 780 1,580 a Present system demand for approximately 75 percent develop- ment in the northern area and approximately 20 percent b development in the southern area. Design system demand for approximately 40 percent c development.. Ultimate system demand for 100 percent development. The s^-ithern service area would consist of mostly s.ngle-family r-sidences, the 'alley General Hospital, minor commercial/ office use, and minor apartment development. 350-FOOT PRESSURE ZONE DOMESTIC PUMPS Northern Area ^ The existing Talbot Hill Booster Pump Station must meet present maximum hour demands. The existing 500-gpm variable-speed Pump is adequate for this, and the pump can also provide for the ultimate maximum hour. Thus, this pump is adequate for the present and will be able to help meet present demands in the southern area, Southern Area The proposed South Talbot Hill Booster Pump Station must meet present maximum hour demands and design maximum hour demands. Ultimate maximum day demands must be met after the future reservoir is construc"ted. d{ Ord i.��. '" �: ! J• � P e r/ Fill -(yam13 { ?� �� • Heir, .• •• 21, 16 1�..•• .f. t {� o �`* rEXt9TtI+lC� 'rAlf30T HtL..Lt � • � `• _' y, C Im . r( - rr` VrT Was °� + NORTMEati AREA al 1 ' LIMITS OF 350 FOOT \� L 2 PRESSuQE aGNE '30 "` liy � � �• ..1 ',.ice • '� } .`n SOUTr1eRJl APeA {1617 T. r " -+-^ PROPOSED SouTM TAL.6OT 1 Orillia ; H,L-L PUMP 5TATIO N t a Y/ f Y••DX 36 2 9^e 1)� 1 • 3 , •. MJ^I `, �� . 35Wsh 1 � •; 8 t;�s"b�. } " ' T 22 PLr ! 5 •S FIGURE 1 i •1 : n ��...� -" 350-FOOT M55URE 1004E ( / IN TALBOT RILL RREA If 4 JRM ■HILL APk{L. obo PROPOSED SOUTH TALBOT HILL BOOSTER PUMP STATION PURPOSE n The purpose of this ?redesign study and report is to estab- lish criteria for the proposed South Talbot Hill Booster Pump Station. The 350-foot pressure zone was studied to define its limits, and domestic and fire flow demands were determined. These demands establish the number and capacity of domestic and fire pumps at the proposed pump station. 350-FOOT PRESSURE ZONE IN THE TALBOT HILL AREA The 350-foot pressure zone in the Talbot Hill area is shown in Figure 1. This zone was divided into a northern and a southern area in order to define the limits of the existing Talbot Hill Booster Pump Station which distributes water to the northern area, and the proposed South Talbot Hill Booster Pump Station, which will distribute water to the southern area. The area of the northern part of the 350-foot zone is approxi- mately 137 acres. The area for the southern part is approxi- mately 350 acres, of which the Valley General Hospital occu- pies approximately 30 acres. Since the hospital system de- mands were computed separately from the domestic demands, its area was subtracted from the total southern area for an adjusted southern area of 320 acres. It was determined by field observations that approximately 75 percent of the northern area in the 350-foot pressure zone is pr gently developed while approximately 20 percent of the sou: rn area is developed. 350-FOO'. PRESSURE ZONE SYSTEM DEMANDS Reference to Appendixes 4 and 5 of CH2M HILL's 1965 report on the Fenton water system gives the basis for computing system remands. In a developing area such as Talbot Hill , the mTximum day demand can be computed either on an area or population basis. An area basis is used here. The criterion for the area basis is a rate of 100 gallons per day per 1,000 square feet of total area, with a reduction of 30 percent for paved areas. This is equivalent to 2.1 gai ons per minute per acre. Using this factor in conjunction with previously stated acreages, the present and ultimate system demands were cal- culated and are shown in Table 1. The three system demands CH2M :: HILL engineers planners economists sc`ienttsts April 3, 1980 w 513631.A0 City of Renton Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 At tc:ntion: Mr. Ron Olsen Utilities Engineer Dear Ron: Subject: Proposed South Talbot Rill Booster Pump Station Transm .tted herewith is our report on the design criteria for the subject pump station. We are ready to proceed with detailed design of the pump station. +a `xn A separate report will be prepared addressing the future reservoir for the 350 zone. We would be happy to discuss in •reater detail any part of the report, if you have questions. Sincerely, James L. Butt Joseph R. Miller lch Enclosure: Peport (6) &Nile oxim 114X)liMh Av .n S.t 004,v r, 9MX16 2(*14S i KKK, -, s ` `k. e r 5, *i CH2M moos HILL i•,,nur,nn�� ,c u'nt i.l, April 3, 1980 S13631.A0 is n City of Renton Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Mr.. Ron Olsen Utilities Engineer Dear Ron: Subject: Proposed South Talbnt Hill 2ooster Pump Station Transmitted herewith is our report on the design criteria for the subject pump station. We are ready to proceed with detailed design of the pump station. A separate report will be prepared addressing the future reservoir for the 350 zone. We would be happy to discuss in greater detail any part of the report, if you have questions. Sincerely, �}�L�� James L. Butt ©/ Joseph R. Miller. lch Enclosure: Report (6) semi.afk. 150l1 ti alh dvenue ti f,&-0iradr.4Yashmgtrm WYX)i 2rX✓4i f51MX1 x y, f sy I April 7, 1980 s13631.A1.20 is Mr. Prank Ryatt Puget Power P.O. Box 329 Renton, Washington 98055 r Dear Mr. Hyatty The city of Renton has hired CH24 HILL to design a pump station located at South Talbot Hill in Renton. This letter is in regard to a new service installation for the above- mentioned pump station. You will find enclosed with this letter maps showing the exact location of the proposed project. The pump station shall have a load of approximately 4501 hp and a future consideration of an additional ISO hp. The maximum load shall be 600 hp. we are considering a I80-volt, 3-phase, 4-wire installation with feeders and transformer installed underground for the proposed project sits shall not be secured. Please send a letter of information regarding this now service. Thank you for your cooperation and time. Sincerely, Thomas B. Joyce lag Bnclosures C &-yea SUBJECT-n on - DATE1�d0 UHILU SHEET n0.--__Or- --� —J ----Cstrr Roar------- PROJECT NO AL—-- f u � NoRTN I 0 powEic pacE �F.NK 5' S,DEwaLK 1_ - ice>�- i ?oWek GAs \' A°TELEvNaaE C i8'=z4" 12 StORM SEWER 6LW-IAL) _C/,RR ROAD - .ECT/O,c/ /JaQ/T- 1 - /2 VER l: J, $' c_vKf3 5/QEWALK • /z ss - L 3„ SECTron/ CH2M CCHILL vpginevrs planners (economists scientists April 16, 1980 513631.A1 as 1� City of Renton Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Mr. Ron Olsen Utilities Engineer Dear Ron: Subject: Pipeline Ali;nment along Carr Road We have researched the location of existing utilities in the Carr Road right-of-way. The utilities are located as shown on the enclosed sketch. We propose to locate the 12-inch water line beneath the sidewalk. This location avoids having to secure a pipeline easement adjacent to the right- of-way and having to perform earthwozk that would set back the existing embankment. We will proceed with this alignment, unless you feel it warrants further consideration. Sincerely, Joseph R. Miller lkp Enclosure �r sealtk 01rke p - 1Srq tUth 4vrovrfi1 NwlMvw•.Wayhrngton qmg PA/4c3 peer � r � I r t { v, I�NILL I L �Ti?• IIO/u�L � GC ��//G/t/L v older/ LGlsz a?q sL� /s 16 7H� he, / //�'/ A/ Yb AV do tip - Ju terse *We .,of or tip- - --------- ---�— T— IOpB FORM 7C f 4 i i I i Z i lip 3 Jm G-- St/GTS / Lwe- ds S e x j/uJ — � 5E ✓� !// !!� � +lei', ! - � i p✓� d f V/ y„ 1 r26Gell ;r,, ; e-, �3d I / ` �ri / 1 I N T E R 0 P P I C E C _ R R P 5 P _ N D E Il C E Date February 28, 0,30 TO: Del Maud, City Clerk's Office FROM: Ronald L. Olsen, Utilities Enn+re svaJECT: Proposed Engineering Agreement for the S. Talbot Hill Area Water System Improvemerts Attached herewith are three copies of the proposed Engineering Agreement for the South Talbot Hill Area Water System Improvements. These documents have been reviewed by the City Attorney and his comments have been incorporated into the documer�s. Please allocate a C.A.G. number for this contract and have it properly executed by the Mayor. Please return two signed copies to this o,fice and we will forward one of them to CH2M Hill. If you have any question regarding the above-mentioned agreement, please contact me. Thank yc,, i z,un a"•, Ronald L. Olsen � ✓ �a�,t ,,` RLD;ckd r I Attachments o il NMI . krve+MMMe.e vr...+.�• rNVkw v,ss:.FN .v�an:. .. .-. 18. The engineering services covered in this Agr,-- ment will be completed within eighteen ( 181 months from the date of execution. Additional time will be granted for delays beyond the control of the ENGINEER. The ENGINEER will notify the OWNER at the time said delr ,s occur. 19. That, the ENGINEER will indemnify ai,d hold the is OWNER, his officers, agents, and employees harm- less from and against all loss, liability, or claims thereof, caused by the sole negligence of the ENGINEER, his agents or employees, in the performance of this Agreement . ARTICLE 5. IN WITNESS WHEREOF, the parties hereto each herewith subscribe the same In triplicate. For City of Renton Attast � if.»i-d: ��. y{.-'lilt' By =` —ik- lu L------- Title City Clerk Title Na• .n Dated this 3rd day of Harsh 19 80 . For CH2N HILL NORTHWEST, INC. By Title Dated T_this , day of 1�P 1 , 10 I YI 12. 'Chat, the OWNER shall pay for all costs of publish- ing advertisements for bids and for obtaining per- n.ics and licenses that may be required by local, state, or Federal authorities and shall secure the necezeary land, easements, and rights-of-way. 13. That if the enyineering services covered in th_s Agreement have not been completed upon the expira- u t�n of an eighteen ( 18) month perio.i from the u date of execution or date �f establishing f,•es for applicable portions of t`:is Agreement, the OWNER or ENGINEER may, at the option of either, on written notice, request a renegotiation of Article 2 (pro- viding for the compensation to be paid the ENGINEER for services rendered) to allow for changes in the cost of services. Such +ew schedule of compensation is to apply only to work performed by the ENGINEER - after delivery date of such written notice. 14. That, in the event of any action brought by ither pa-ty against the other to enforce any of the obli- gations hereunder or ,rising out of any dispute concerning the terms and conditions hereLy createl, the losing party shall pay the prevailing party such reasonable amounts for Fees, .�csts an,l expensos as may be set by the Court. 15. That, in the event of any legal or other cuntrovers, requiring the services of the ENCINEER in providing expert testimony in connection with the PROJECT, except suits or claims by third parties against the OWNER arising out of errors or omissicna of the ENGINEER, the OW14ER shall pay the ENGINEER for services rendered in regard to such legal or other controverv, including costs of preparation for the controversy, on the basis of c'iarges for OTHER SERVICES, as prescribed in Article 2, in addition to other sums of money payable under this Agreement. 16. That, the OWNER or ENGINEER may terminate this Agreement by giving 30 days written notice to the other party. In such event, ",e OWNER shall forth- with pay the ENGINEER in full for all wort, previously authorized and performed prior to notice of termina tion. If no notice of termination is given, rela- tionships and obligations -eated by this Agreement shall be terminated upon c�.mpletion of all applicable requirements of this Agreernt. 17. That, this Agreement is to „ binding on .he heirs, successors, and assigns of ,.ne parties hereto and is not to be assigned by eitner party w.thout first obtaining the written consent of the other. 9 t;a mileage at the ENGINEER' s current rate per mile when the ENGINEER's own automobiles are used, meals and lodging, laboratory tests and analyses, computer services, magnetic card typewriter services, tele- phone, printing, binding, and multilith charges. When technical or professional services have been furnished by outside sources, _ requested or approved by the OWNER, an additional five percent , A ( 5R) of the cost of these services shall be added for the ENGINEER'S administrative and continuing PROJECT responsibilities. 9. That, when the OWNER directs that competitive hills be taken for constr,v,tion on alternate designs, where this involves the preparation of designs, plans, and specifications for alternate facilities, the compensation to the ENGINEER shall be the pa} - r ment specified in Arti•-le 2 for the FINAL DESIGN, plus an additional payment to be negotiates at the time the OWNER directs tha- alternative designs, plans, and specifications be prepared. 9. That, the OWNER shall pay for costs of personnel and equipment for test borings, subsurface explora- tions, or other investigatione raluire2 for the determination of foundo*ion and go 'gic conditions, for field tests or equipment or fa ties, and shall pay for required bacteriologi� a., chemical, mechanical, or other tests, exce?t the ENGINEER shall not order such tests or investigations to be made without prior approval of the OWNER. 10. That, if payment of the amounts due as prescribed in Article 2, or a,,,. portion thereof, is not i,ade within the period specified in Article 3, interest on the unpaid balance thereof will accrue at the rate Of twelve percent (124) per annum and become due and payable at the time sail overdue payments are made. 11. That, if any portion of the PROJECI' coverel by this Agreement and designed or specified by the ENGINEER shall be suspended, abated, abandoned or terminated, the OWNER shall pay the ENGINEER for the services rcndereJ for s:c,; suspended, abates, abandoned or terminated work, the payment to be based insofar as possible on the amounts established in this Agreement or, where the Agreement cannot be appiie•i, the payment shall be on the basis of the amounts for OTHER SERVICES, as prescribes' in Article 2. c r 4. That, visits to the construction site and observe- ' tions made by the ENGINEER as part of SERVICES DURING CONSTRUC ')N shall not relieve the construc- tion contractor•• .,) of his obligation to conduct comprehensive inspections of the work sufficient to insure conformance with trip intent if the Con- tract Documents, and shall not relieve the construc- tion contractor( s) of his full responsibility for all construction means, methods, techniques, u sequences, and procedures necessary for coordinat- ing and completing all portions of the work under the construction contract( s) and for all Gafety precautions incidental thereto. Such visits by the ENGINEER are not to be construed as part of the inspection duties of the o,. <te inspection personnel defined in other parts of this Agreement. S. That, the on-site inspection personnel will make reasonable efforts to guard the OWNER against defects and deficiencies in work of the contractor(s) and to help determine if the provisions of the Contract Documents are being fulfilled. Their day-to-day inspection will not, however, cause the ENGINEER to be responsible for ise duties and responsibil- ities which belong o construction contractor( s) and which include, huL are not limited to, full responsibility for the techniques and sequences of construction and the safety precautions incidental thereto, and for performing the construction work in accordance with the Contract Documents. 5. That, the ENrIINEER' s salary costs are defined as the amount of the wages or salaries of the ENGINEER' s employees working on the PROJECT, plus thirty percent ( 301) of such +ages or salaries to cover all taxes, payments, and premiums measured by or applicable to such wages or salaries, such as, but not limite.l to, Worker's Compensation Insurance, Social Security, State and Federal unemployment insurance, medical hospital insurance, salary continuation insurance, pension plan costs, and pro rat& allowances for vacation, sick leave, and holiday pay. 7. That, the ENGINEER' s direct expenses are lefined as the costs incurred on or directly for the PROJECT, other than the Salary Costs (as defined hereinbefore) . Such direct expenses shall be computed on the basis of actual purchase price for items obtained from commercial sources and on the basis of usual com- mercial charges for items provided by the ENGINEER. Direct expenses shall include, but not be limited pm` rt'h to, necessary transportation costs, inciudina l ,4 1u 1 10 $^� 7 y} r r s , �'�,}['=�r{!z�l4 t y 3 ice_ ( L n- •P T s': Y� � , xa ,„1: ar�'- `•?��I ,. a ai 9 ✓"r E(S d r t 4' �.� sae r� %'�)f�'i 44 +I ' t'' s .an_'• w Y .�-. 0*0"Pow CNN ARTICLE 3. Paynents to the ENGINEER as irescribel in Article 2 is to be made as follows: I. For PREDESIGN SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the month. n 2. For FINAL DESIGN SERVICES, within 30 days after date of billing, the ENGINEER' s estimate of the value of work accomplished during the nonth for that portion of the PRO3EC: for which FINAL OCSIGN SERVICES have been furnished. 3. For SERVICES DURING CONSTRUCTION, within 30 days after date of billing, the anoint due, as prescribed } in Article 2 for such services rendered during the - month. 4. For ON-SITE INSPE-_TION SERVICES, within 3S days after date of billing, the amount due, as prescribed in Article 2, for such services ren.lereJ during the months. 5. For OTHER SERVICES, within 30 days after date of billing, the amount due, as prescribed in Articles 2, for s,icn services rendered during the month. ARTICLE 4. It is further mutually agreed by the parties hereto: 1. That; the ENGINEER will not begin work on any of the services listed in ARTICLE 1 until the OWNEx directs hitr in writing to proceed, the Public works Director to have authority to give such approval. 2. That, the OWNER shall make available to the ENGINEER all technical data in the OWNER's possession, includ- ing maFs, surveys, borings, and other information re wired by the ENGINEER and relating to his work. 3. That, the estimates of cost for the PROJECT provided for herein are tc • prepared by the ENGINEER through exercise of his e..perience and judgment in applying presently available cost data, but it is recognized that the ENGINEER has no control over cost of labor and materials, or over competitive bidding procedures and market conditions, so that he cannot warrant that the project construction costs will not vary from his cost estimates. 6 i 4. Operations and Maintenance Manual . Furnish written Operating and maintenace Inetrucfiona and assemble n set of manufacturers' data and catalogs covering equipment installed in the PROJECT facilities. 5. Rem in cord D awgs. Submit to the OWNER, upon comple- tion of_the work, two ( 2) sets of record drawings, ,icing information suppled by the construction �s contractor( s) and the -site inspection p personnel. 6. Miscellaneous. Provide miscellaneous consulting and-other services, not stipulated elsewhere in this agreement, when requeste3 by the OWNER. ARTICLE 2. .,-, As consideration for providing the services enumerated in 'A Article 1, the OWNER shall pay the ENGINEER: 1. For PREDESIGN SERVICES, as enumerated in Article 1, the amount of the ENGINEER's Salary Costs, as defined in 4rticle ;, expended for the services, multiplied by a factor of 2. 2, plus direst expenses in connec- tion therewith. 2. For FINAL DESIGN SERVICES, as enumerated in Article 1, the lump sum of Sixty-six Thousand Eight Hundred Dollars ($66, 800) . 3. For SERVICES DURING CONSTRUCTION, as enumerated ii Article 1, the amount of the ENGINEER' s Salary Costs, as defined in 4rticle 4, expended for the services, multiplied by a factor of 2. 2, plus direct expenses in connection therewith 4. For ON-SITE INSPECTION SERVICES, as enumerated in Article 1, the amount of the ENGINEER' s Sa: -y Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.0 plus dire.:t expenses in connection therwith. Direct expenses shall include an allowanze of Ten Dollars ($10) per workday to cover the inspector' s excess travel time and mileage required to go to and from the project site, over and beycnd normal ravel time and mileage to and from the inspectc s residence and the ENGINEER's permanent office. 5. For OTHER SERVICES, as enumerated in Article 1, an6 for additional services not specifically pro- vided for hereunder, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2. 2, p'us direct expenses in connection therewith. S s "sAisyy;. i :+ea properly, to familiarize: the OWNER with the operat- ing and functioning of the PROJECT, arnl to review performance of items under the contractor's guarantee. Such visits as are made prior to the ENGINEER' s recommendations for final payment to the construction con.ractir shall be regardel as a part of SERVICES DURING CONSTRUCTION; any visits vale after this time shall be paid for as OTHER SERVICES. D. ON-SITE INSPECTION SERVICES I. Furnish the on-aite inspection personnel to act as agent( s) of the OWNER in his relations with the construction contractor( s) cz) provide on-the-job, day-to-day inspection of the :irk ds &wined in Article 4; to prepare monthly progress reports on the work; to determine the amaants of payments lie the contractor(s) as set forth in the construction contract(s); and to keep all records, maps, and Plans necessary for the preparation of drawings showing the project as finally constructed. Z. O'rtiER SERVICES 1. Hiddinq Drcumants. Prepare sufficie,:t a.lditiona'. copies a yrove1 ;>Idns, specifications, and bii- din7 docu,.• Its as are necessary for bidding and subsequent construction and, if requestel by the O:INEh, provide document ,nailing and pre-bi.l services. 2. Survey's. Furniali survey, ma?ping, and/or photo- grammeErl,- personnel Ind equi;.ment required to obtain field inf>rmation necessary t.> prepare ,tis- factory plans and specifications. A full field survey of Talbot Road South from South 19t ; Street to Carr R_,ad will be provide,l. This survey shall provides plans to th-. scale of 1 inah to 40 feet and profile to vertical a^ale of 1 inch to 10 feet. In aldition to being the basis for pipeline contract drawings, the plans shall 62 suitable fol future road construction drawings. Aerial photography of the Pipeline routes will be conducted frnn which the Pipelirio drawings will be prepared and checked by the field survey data. 3. Legal Descri�tiona. Furnish legal descriptions of all easements, riyhts-of-way, and property re.(uirel for the PROJECT and provide personnel to assist the OWNER or those .designated by the OWNER to obtain easements, rig;:ts-of-way, and property. 4 x e � r 6. Coordinate all test horinga, subsurface explora- tion, or other investigations which may be required for design of the PROJECT. C. SERVICES DURING CONSTRUCTION 1. Assist the OWNER in receiving and tabulating con- struction and/or materials proposals; report the results to the OWNER; and assist in awarding the contract( s) for construction and/or materials. 2. Meet with representatives of the Cr9SER when re- quested and necessary for consultation or coaf,-r- ences in retard to construction of the pRO,ICC'P. 3. Provide interpretations of tha plans and specifications. 6. Make periodic visits to the site of the PROJECT to observe the progress and quality of the work and }.. to determine if the work is proceeding in accx.lance with the intent of the Contract Docume:,ts. •' 5. Coordinate the work of laboratories in the ins �ee- tion and test o: nat!rials used in the construction; receive and evaluate all reports by such labora- tories or bureaus. 6. Review shop drawings, diagrams, illustrations, catalog data, schedules and samples, tha results of tests and inspections, and other data which the contract-, is required to submit for conformance with the design concept of the PROJECT and compli- ance with the information given in the Co,ttcact Documents. Supervise the work of the on-site inspection per- sonnel an,i other find personael. 8. Submit monthly progress payment recommendations, prepare and submit contract changro orders. 9. Make a final inspection of the construction ;ointly with representatives of the OWNER and submit final repot upon which final "ttle•nent and termination of r construction contract( s) can be based. 6. Make such visits to the PROJECT site as may b<- necessary to assist the OWNER in taking over op.,ra- tion of the PROJECT. This shall be done to deter- mine if the equipment and facilities are operating 3 Pipcl ines o Approximately 7, 700 lineal feet of 12-inch ductile iron waterline from the proposed pump station to South 43rd Street and future roads; 98th Ai,enue South a,id South 177th Street; and Talbot Road South northward to South 27th Place. o Approximately 6,650 lineal feet of 16-inch ductile iron waterline in Talbot Road South from the 24-inch main at South 19t.h Street to South 177th Street. This main is to replace the existing old 20-inch steel main in Talbot Road South. Ii the vlci•,tty of Talbot Reser- voir the new main shall be laid deep to allow full use of the reservoir capacity. o Approximately 1 ,000 lineal feet of R-inch $ sewerline and 12-inch waterline in Talbct Road South. These pipelines parallel the 16-inch waterline described above in the vicinity cf the Talbot Reservoir. o The drawings for the pipelines in Talbot Road will show continuous statio: ing along Talbot Road from the reservoir to a location approxi- mately 90o feet south of South 43rd Street. Specific design cervices to be provided are: 1. Prepare construction plans, specifications, and estimates of cost, as customarily made available for construction of this type of project based on the opproved predesign report. 2 . Process documents with all ap, ,opriate regulatory agencies. 3. Meet wi"a representatives of the OWNER and Department of. Social and Health Services when requested and necessary for consultation or conferences in regara to design of the PROJECT. 4 . Proviue general information in regard to the PROJECT and c.ansult with the OWNER for the purpose of the OWNE11's preparation of necessary agreements, such as those for rights-of-way, easements, and land purchase. S. Furnish six copies of plans, specifications, an! documents for obtaining project approval . 2 _0_ ,._ is! loom µ AGREEAENT TO FURNISH ENGINEERING Str1VICes TO THE CITY OF RENTON, WASHINGTON FOR SOUTH TALBOT HILL AREA WATER SYSTEM IMPROVEMENTS ` For the consideration hereinafter net forth, the firm of CH2�1 HILL Northwest, Inc. , a professional engineering core- oration, hereinafter referred to as the ENGINEEF, agrees to provide engineering services to the City of Renton, 200 Miil Avenue S. Renton, Washington 98055, hereinafter referred to as the OWNER, for predesig,` planning, final design and pre ara- s tior: of plans and specifications, services daring construction, f, on-site inspection., and other services as described hereinafter, for a PROJECT generally des,-rib..i as S.�u th. Talbot Hill Are: ha tlr 51•stan Inn?rovemcnts. ARTICLE 1. The s?a .if,r. services which the EhGINEf:R agrees to furnish arc as fol'.Dws: A. PREOS: IGN SSRV EC d In order to yet criteria for the- br»ost,�r panp station the expandsd 350-foo; pressure zone will 6a studied to define its limits and future dprneStic and fire flow demands. Vie number and capacity of pumps for the booster Pump station will be dater-nine ) from the results of the study. Tlie study will be documented in a letter-report setting basic station criteria, including telemetry and supervisory control facilities. A separate letter-report will recommend s,utable sites for a future reservoir of capacity to be determined in the above stud . Suitability will be base) on systoi su?ply and damand characteristics. Th,) extent of sails investigation, surveying, and site acquisition services will bu an directed by the city and provided under OT'nR SER`JIC,S. a. FINAL DESIGN SERVICES Facilities to be designed include: Booster Pumo Station o A pump station at a site to be acquired in the vicinity of the Valley General Hospital 1a�osting water fro-n the industrial area 196-font pressure zone to the 350-foot zone. 1 ;7 ` .:.:? '. h IT: f 1 INTEROFFICE CORRESPONDENCE Date 3/5/80 Tot Ron Olsen, Utilities Engineer ' !Ronk Delores A. Head, City Cler% SUBJDCTi S. "'albot Hill Area Water System Improvements CAC 015-80 --------_"-_-_-_____-_-__"__'------------------------------------- we return herewith fi-lly executed docusrnt(s) , as above-captioned, copy of which we have retained for our official public records. Copy should be forwarded to CHZH Hill. and the other fur your file. _ Pursuant to your memo of we return Lf herewith document (s) , as above-captioned, which have been signed by City officials and need to be forwarded fcr further execution by Please file a fully executed copy with the City Clerk's office for our permanent records when received. Thank you. DA.N/ItiEl d n CC: r I I� I 1 i I 4 xI. art. PUBLIC WORKS DEPARTMENT `; 1; � ►} D 1 ESIGN/U-'1 'TY ENGINEERING • 235-2631 KIM t MUNICttPAL oUILDIN(1 7.0011MLL AVE.SO. RENTON.WAS".880% n �9 g � Y I),Pr) SEPtE j March 6, 1980 BA17 ARA Y. SHINPik_ MAYOP 'r k� �µ � 1 _i ♦ ntk vac' �. i�' � �Ialues Butt, P.E. `Jepartment Manager 1500 114th Avenue S.E. +ellevue WA 98004 ,ear MI . 6uct: - rvices alclosed please��ntonafor9thenSouteroTalbotsHill9Area water ring Qsystem to the City �morovpwents. Very trt,ly yours, Ronald L. 015en Ut:lit'.e, Engineer i a e - i i � I 1 E S. TALBOT HILL � � -3 W-599 3 b i w t 12. :hat, the OW14ER shall pay for ull eost� of ournish- t ing advartisemants for bids anu for obtaining per- iits and licenses that may be required by local, state, or Federal authorities and shall secure the ) necessary land, easements, and rights-of-way, 13. Tnat if the engineering services covered in this Agreement have not been completeA upon the expira- tion wf an eighteen ( 18) month period from the n date of execution or date of establishing fees for applicable portions of this Agreement, the OWNER or ENGINEER may, at the option of either., on written notice, request a renegotiation of Article 2 (pro- viding for the compensation to be paid the ENGINEER {I for services rendered) to allow for changes in the cost of services. Such new schedule of compensation is to apply only to work performed by the ENGINEER after delivery date of such written notice. 14. That, in the event of any action brought by either party against the other to enforce any of the obli- gations hereunder or arising out of any dispute concerning the terms and conditions hereby createz, the losing party shall Fay the prevailing party such reasonable amounts for fees, cost" and exoense as may be set by the Court. 15. That, in the event of any legal or other controversy requiring the services of the ENGINEER in providing ', expert testimony in connection with the PROJECT, except suits or claims by third parties against the OWNER arising out of errors or omissions of the ENGINEER, the OWNER shall pay the ENGINEER fo: services rendered in regard to such legal or other controvery, including costs of preparation for the controversy, on the basis of charges for OTFER SERVICES, as prescribed in Article 2, in addition to other sums of money payable under this Agreement. 16. That, the OWNER or ENGINEER may terminate this Agreement by giving 30 days written notice to the other party. In such event, the OWNER shall forth- I+ with pay the ENGINEER in full for all work previously authorized and performed prior to notice of termina- tion. If no notice of termination is given, rela- tionships and obligations created by this Agreement shall be terminated upon completion of all. applicablr requireme:ita of this Agreement. 17. That, chic Agrt. .ment it to be binding on the heir::, ' successors, and assigns of the ;roes hereto and is not to be assigned by eitt - arty without firs+ obtaining the wr iter -onson' the other. mileage at the ENGINEER's current rate per mile when the ENGINEER's own automobiles are used, meals and lodging, laboratory tests and analyses, computer services, magnetic card typewriter services, tele- phone, printing, binding, and m�iltilith charges. When technical or professional services have been furnished by outside sources, as requested or approved by the OWNER, an additional five percent u �s (58) of the cost of these services shall be added for the ENGINEER's administrative and continuing PROJECT responsibilities. 8. That, when the OWNER directs that competitive bids be taken for construction on alternate designs, where this involves the preparation of designs, plans, and specifications for alternate facilities, the c npensation to the ENGINEER shall be the pay- ment specified in Article' 2 for the FINAL DFSIGN, plus an additional payment to be negotiate.i at the time the OWNER directs that alternative designs, plans, and specifications be prepared. 9. That, the OWNER shall pay for costs of personnel and equipment for test borings, subsurface explora- tions, or other investigations required for the determination of foundation and geologic conditions, for field tests or equipment or facilities, and shall pay for required bacteriological, chemical, mechanical, or other tests, except t:,: ENGINEER shall not order such tests or investigations to be made without prior approval of the OWNER. 10. That, if payment of the amounts due as prescribed in Article 2, or any portion thereof, is not made within the period specified in Article 3, interest on the unpaid balance thereof will accrue at the rate of twelve percent (121) per annum and become due and payable at the time said overdue payments are made. 11. That, if anv portion of the PROJECT covered by this Agreement and designed or specified by the ENGINEER shall be suspended, abated, abandoned or terminated, the OWNER shall pay the ENGINEER for the services rendered for such suspended, abated, abandoned or terminated work, the payment to be based insofar as possible on the amounts established in this Agreement or, where the Agreement cannot be applied, the payment shall be on the basis of the amounts for OTHER SERVICES, as prescribed in Article 2. e 4. That, visits to the construction site and observa- tions made by the ENGINEER as part of SERVICES DURING CONSTRUCTION stall not relieve the construc- tion contractor(s) of his obligation to conduct comprehensive inspections of the work sufficient to ivsur.e conformance with the intent of the Con- tract Documents, and shall not relieve the construc- tion contractor(s) of his full responsibility for u all construction means, methods, techniques, sequences, and procedures necessary for coordinat- ing and completing all portions of the work under the construction coatract(s) and for all safety precautions incidental thereto. Such visits by the ENGINEER are not to be construed as part of the inspection duties of the on-3ite inspection personnel defined in other parts of this Agreement. 5. That, the on-site inspection personnel will make reasonable efforts to guard the OW14ER against defects and deficiencies in work of the contractor(s) and to help determine if the provisions of the Contract Documents dre being ful :illed. Their day-to-day inspection will not, however, cause the ENGINEER to be responsible for those duties and responsibil- ities which belong to the construction contractor(s) and which include, but are not limited to, full responsibility for the techniques and sequences of construction and the safety precautions incidental thereto, and for performing the construction work in accordance with the Contract Documents, 5. That, the ENGINEER's salary costs are defined as the amount of the wages or salaries of the ENGINEER's employees working on the PROJECT, plus thirty percent (30%) of such wages or salaries to cover all taxes, pay,nents, and premiums measured by or applicable to such wages or salaries, such as, but not limited to, worker's Compensation Insurance, Social Security, State and Federal unemployment insurance, medical hospital insurance, salary continuation insurance, pension plan costs, and pro rats allowances for vacation, sick leave, and holiday pay. 7. That, the ENGINEER' s direct expenses are defined as the costs incurred on or directly for the PROJECT, other than the Salary Costs (as defined hereinbefore) . Such direct expenses shall be comp ,ted on the basis of actual purchase price for items obtained from commercial sources and on the basis of usual com- mercial charges for items provided by the ENGINEER, Direct expenses shall include, but not be limited to, necessary transportation costs, including 7 ARTICLE 3. Payments to the ENGINEER as prescribed in Article 2 is to be made as follows: 1. For PREDESIGN SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the month. rs 2. For FINAL DESIGN SERVICES, within 30 days after date of billing, the ENGINEER's estir,;ate of the value of cork accomplished during the mor.th for that portion of the PROJECT for which FINAL DESIGN S£RVICLS have been furnished. 3. For SERVICES DURING CONSTRUCTION, within 30 days after date of billing, the amount due, as prescribed in Article 2 fbr such services rendered during the month. 4. For ON-SITE INSPECTION SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the months. 5. For OTHER SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the month. ARTICLE 4. It is further mutually agreed by the parties hereto: 1. That, the ENGINEER will not begin work on any of the services listed in ARTICLE 1 until the OWNER directs him in writing to proceed, the Public Works Director to have authority to give such approval. 2. That, the OWNER shall make available to the ENGINEER all technical data in the OWNER' s possession, includ- ing maps, surveys, borings, and other information required by the ENGINEER and relating to his work. 3. That, the estimates of cost for the PROJECT provided for herein are to be preparers by the ENGINEER through exercise of his experience and judgment in applying presently available cost data, but it is recognized that the ENGINEER has no control over cost of labor and materials, or over competitive bidding procedures and market conditions, so that he cannot warrant that the project construction costs will not vary from his cost estimates. 6 4. Oyoerations and Maintenance Manual. Furnish wz.tten operit�a�maintenace inetructious and assemble a sot of manufacturers' data and catalogs :overing equipment installed in the PROJECT facilities. 5. Record Drawings. Submit to the OWNER, upon comply t fon of the work, two (2) sets of record drawings, using information supplied by the construction : contractor( s) and the on-site inspection personnel. Is 6. Miscellaneous. Pruvide miscellaneous consulting an o£er services, not stipulated elsewhere in this agreement, when requested by the OWNE7. ARTICLE. 2. As consideration for providing the services enumerated in Article 1, the OWNER snall pay the ENGINEER: 1. For PREDESIGN SERVICES, as enumerated in Article 1, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.2, plus direct expenses in connec- tion therewith. 2. For FINAL DESIGN SERVICES, as enumerated in Article 1, the lump sum of Sixty-six Thousand Eight Hundred Dollars ($66,800) . 3. For SERVICES DURING COFSTRUCTION, as enumerated in Article 1, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.2, plus direct expenses in connection therewith 4. For ON-SITE INSPECTION SERVICES, as enumerated In Article 1, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.0 plus direct expenses in connection therwith. Direct expenses shall include an allowance of Ten Dollars ($10) per workday to cover the inspector's excess travel time and mileage required to go to and from the project site, over and beyond normal travel time and mileage to and from the inspector's residence and the ENGINEER's permanent office. 5. For OTHER SERVICES, as enumerated in Article 1, and for additional services not specifically pro- vided for hereunder, the amount of the ENGINEER' s Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.2, plus direct expenses in connection therewith. 5 properly, to f..miliarize the OWNER with the operat- ing and functioning of the PROJECT, and to review performance of items under the contractor's guarantee. Such visits as are made prior to the ENGINCER's recommendations for final payment to the construction contractor shall be regarded as a part of SERVICES DURING CONSTRUCTION; any visits made after this time shall be paid for as OTHER SERVICES. +s D. ON-SITE INSPECTION SERVICES 1. Furnish the on-sits inspection Personnel to act as agent( s) of the OWNER in his relations with the construction contractor( s) to provide on-the-job, day-to-day inspection of the work as defined in Article 4; to prepare monthly progress reports on the work; to determine the amounts of payments due the contractoL7( s) as set forth in the construction contract( s) ; and to keep all records, maps, and plans necessary for the preparation of drawings showing the project as finally constructed. E. OTHER SERVICES 1. RiddiDocuments. Prepare sufficient additional copies o. approved plans, specifications, and bid- ding documents as are necessary for bidding and subsequent construction and, if requested by the OWNER, provide document mailing and pre.-bid services. 2. Surveying. Furnish survey, mapping, anc 'or photo - grammetr c personnel and equipment requires to obtain field information necessary to prepare satis- factory plans and specifications. A full field survey of Talbot Road South from South 19th Street to Carr Road will be provided. This survey shall provide plans to the sc?le of 1 inch to 40 feet and profile to vertical scale of 1 inch to 10 feet. In addition to being the basis for pipeline contract drawings, the plans shall be suitable for future road construction drawings. Aerial photography of the pipeline routes will be conducted from which the pipeline drawings will be prepared and checked by the field survey data. 3. Legal Descriptions. Furnish legal descriptions of all easements, rights-of-way, and property required for the PROJECT and provide personnel to assist the OWNER or those designated by the OWNER to ootain easements, rights-of-way, and property. 4 E'1; d N 6. Coordinate all test borings, subsurface explora- ticn, or other investigations which may be required for design of the PROJECT. C. SERVICES DURING CONSTRUCTION 1. Assist the I)WNER in receiving and tabulating con- struction and/or materials proposals; report the results to the OWNER; and assist in awarding the contract(s) for construction and/or materials. 2. Meet with representatives of the OWNER when re- quested and necessary for consultation or confer- ences in regard to const-uction of the PROJECT. 3. Provide interpretations of the plans and specifications. 4. Make periodic visits to the site of the PROJECT to observe the progress and quality of the work and to determine if the work is proceeding in accordance with the intent of the Contract Documents. i. Coordinate the work of laboratories in the inspec- tion and test of materials used in the constructions receive and evaluate all reports by such labora- tories or bureaus. 6. Review shop drawings, diagrams, illustrations, catalog data, schedules and samples, the results of tests and inspections, and other data which the contractor is required to submit for conformance with the design concept of the PROJECT and compli- ance with the information given in the Contract Documents. 7. Supervise the work of the on-site inspection per- sonnel and other field personnel. 8. Submit monthly progress payment recommendations, prepare and submit contract change orders. 9. Make a final inspection of the construction jointly with representatives of the OWNER and submit final report upon which final settlement and termination of the construction contract(s) can be based. 10. Make such visits to the PROJECT site as may be necessary to assist the OWNER in taking over ooera- tion of the PROJECT. This shall be done to deter- mine if the equipment and facilities are operating 3 a. ' I z Pipelines o Approximately 7,700 lineal feet of 12-inch ductile iron waterline from the proposed pump station to South 43rd Street and future roads; 98th Avenue South and South 177th Street; and Talbot Road South northward to &,uth 27th Place. u o Approximately 6,650 linen + feet of 16-inch ductile iron waterline in Talbot Road South from the 24-inch main at South 19th Street to South 177th Street. This main is to replace the existing old 26-inch steel main in Talbot Road South. In the vicinity of Talbot Reservoir the new main shall be laid deep to allow full use of the reservoir capacity. o Approximately 1,000 lineal feet of 8-inch sewerline in Talbot Road South. The sewerline parallels the 16-inch waterline described above in the vicinity of the Talbot Reservoir. o The drawings for the pipelines in Talbot Road will show is stationing along Talbot Road from the reservoir to a locat)on approxi- mately 800 feet south of South 43rd Street. Specific design services to be provided are: 1. Prepare construction plans, specifications, and estimates of cost, a: customarily made available for construction of this type of project based on the approved predesign report. 2. Process documents with all appropriate regulatory agencies. 3. Meet with representatives of the OWNER and Department of Social and Health Services when requested and necessary for consultation or conferences in regard to design of the PROJECT. 4. Provide general information in regard to the PROJECT and consult with the OWNER for the purpose of the OWNER's preparation of necessary agreements, ruch as those for rights-of-way, easements, and land purchase. 5. Furnish six copies of plans, specifications, and documents for obtaining project approval. 2 AGREEMENT TO FURNISH SNGINEeRING SERVICES TO THE CITY OF RENTON, WASHINGTON FOR SOUTq TALAOT HILL AREA WATER SYSTEM IMPROVEMENTS For the consideration hereinafter set forth, the firm of CH2M HILL Northwest, Inc. , a profr_ssional engineering corp- :s oration, hereinafter referred to as the ENGINEER, agrees to . provide engineering services to the City of Renton, 200 Mill Avenue S. Renton, Washington 98055, hereinafter referred to as the OWNSER, for predesign planning, final design and prepara- tion of plans and specifications, services during construction, on-site inspection, and other services as described hereinafter, for a PROJECT generally described as South Talbot Hill Area Water System Improvements. ARTICLE I. The specific services which. the ENGINEER agrees to furnish are as fillows: A. PREDESIGN SERVICES In order to set criteria for the booster pump station the expanded 350-foot pressure zone will be studied to define its limits and future domestic and fire flow demands. T:ie number and capacity of pumps for the booster be determined from the results of the pump station will study. The study will be documented in a letter-report setting basic station criteria, including telemetry and supervisory control facilities. A separate letter-report will recommend suitable sites for a future reservoir of capacity to be determined in the above study. Suitability will be based on system supply and demand characteristics. The extent of so is investigation, surveying, and site acquisition services will be as directed by the city and provided under OTHER SERVICES. B. ?INAL DESIGN SERVICES Facilities to be designed include: Boonter Pump_Station o A pump station at a site to be acquired in the vicinity of the vallev General Hospital boosting water from the industrial area 146-fcot pressure zone to the 350-foot zone. 1 4 CH2M :: HILL f n�mc ers �;I,u:ntrs f,, onomists ,<n•nosh February 5, 1990 S878. 71 U t� Mr. Ron Olsen Public Works Department Municipal 5uilding 200 Mill Avenue South Renton. Washington 98055 Dear Ron: Subject: South Talbot Hill Area Water System Improvements Attached are f0mr copies of the engineering services agree- -fient for the Talbot project. These r_opies have been revised per our telephone conversation February 4th. Please return one fully executed copy for our files, also note that Article 4, paragraph 1, requires written notifi- cation before we can proceed with the work. Sincerely, , G"1Y'7 F f James L. Autt lkp Attachments stink OWN $Uft TiMh A,.,N 5( pr�l«y,µ WJsL�pBM fMJIi11 df�y,aSY S(,YI v.3 / 3 CH2M : HILL ; IIgi I it'l'b. anners e(onomists s(lenttsts r February 7, 1980 r 5878.71 Mr. Pon Olsen Public Works Department Municipal 0uiidirg 200 Mill Avenue South - ' Renton, Washington 98055 Dear Ron: Subject: South Talbot Hill Area Water System Improvements Tnis letter confirms that the engineering services agreement proposes for the subject project includes the design of approximatell 1 ,000 feet of 12-inch water- line in the vicinity of the Talbot hill reservoir and paralleling the proposed 16-inch waterline. Sincerely, ¢ James L. Butt ab INANE Ulaw liMl 11 Mir�eNnd•''f Ibl4vur N'.wOnyl.el•MlIfN ItN/i�SM1 TINn Or R4.+ � r U ,} OFFICE OF THE CITY ATTORNEY* RENTON,WASHINGTON MST Qee,Q• -•16 .M 2+a weft. •VilOe14 • VI T. M1NwM IM • 1$ :fa Nn 2 p Y' LAWRENCE J.WARREN, urn..mime+ GANIEL KELU.�GG:, p .c�s �.r cnr•nom+e. p4 b. 014TEo February 25, 1980 Is T0: Ron Olsen, Utility Engineer FROM: Lawrence J. Warren, City Attorney Re: Agreement for Engineering Services - Talbot Hill South Water System Improvements r•Y Dear Ron: I have reviewed the above named agreement as requested. I find oniv two areas of potential problem. The first is the fact that there are no completion dares on the agreement. There is a mention later in the Agreement about renegotiating certain prices if the performance takes more than eighteen months. I am not sure that that is going to be acceptable to the City unless we are anticipating funding problems. If we do not, we should set an absolute date when the work should be completed. If the work is to be done in phases , then the individual phases can be scheduled, for example, Phase II completed within ninety days after Phase I is done. I also believe that the contractor should sign a hold harmless to the City for its work, protecting the City against any claims, suits, damages, etc arising out of its work. There is a paragraph similar to this but worded in extremely broad form and generally beneficial to the engineer and not to the City. I would suggest you take a look at the hold harmless paragraph that is contained in our standard public works agreement. If you have further questions , please feel ee to contact me. c " Lawrence , arren LJW:nd P.S. Whenever you send an agreement over, please -and a copy as I am inclined to write on what is sent to me and that could prove embarrassingfor original copy. CC: Mayor Council President W. Gonnason ,N a, AL FROM: ,..rr:- JILL. INC. ii I DATE Z/L l/�0 Y% PROJECT NO. IS O7f, // R�+I'ut1 i b' a SUBJEcr 34;0 ` Q f � ' �C !..- � -'.{-C �I•.-S�C� >.Gt.�l.'�.-J '�� wr•''f/�'C.,��tT LCT-c 0 op r' a t / [ /t fl,{4 j/I gn01 A!ii^14YT�: W!E cm,^1O Ih G9 .' fY1'1uP^?f.:aY itNnl P} fflgM)Yli�uElM 4�i, hij� r.,a. rM(i']4N ,WM1.>p u1K'M.f p(1e1 n. _. >` h 1 8`r Y -I f 1 � O ' ' i '.rn,�� l;.�,•ra,+�P.,u '7r� S+� `G1N3 OS�i7? r! % �S �b9s •l,OB �Z '89� �G8 «�o'z��� 000tZsb'y � p�.t� ,�U. y \ 1 ' v`i4t�� •[y� OOZtl{ !i !�-� Q�'/:.i Lilj LLiLS I ARTICLE S. IN WITNESS WHEREOF, the parties Hereto each herewith subscribe the same in triplicate. For City of Renton ' By Tit_n Dated this _ day of 19 For CH2M HILL NORTHWEST, INC. By .Title _ Dated this day of 13. That if the engineering services covered in this Agreement have not been completed upon the expira- tion of an eighteen (18) month period from the date of execution or date of establishing fees for applicable portions of this Agreement, the OWNER. cr ENGINEER may, at the option of either, on written not:_ce, request a renegotiation of Article 2 (pro- viding for the compensation to be paid the ENGINEER ■ for services rendered) to allow for changes in the cost of services. Such new schedule of compensation is to apply only to work performed by the ENGINEER after delivery date of such written notice. 14. That, in the evert of any action brought by either party ao.tinst the other to enforce any of the obli- gations hereunder or arising out of any dispute concerning the terms and conditions hereby created, the losing party shall pay the prevailing party such reasonable amounts for fees, costs and expenses as may be set by the Court. 15. That, in the event of any legal or other controversy r-quiring the services -f the ENGINEER in providing expert testimony in connection with the PROJECT, except suits or claims by third parties against the OWNER arising out of errors or omissions of the ENGINEER, the OWNER shall pay the ENGINEER for services rendered in regard to such legal or other controvert', including costs of preparation. for the controversy, on the basis of charges for OTHER SERVICES, as prescribes in Article 2, in addition to other sums of money payab.' , under this Agreement. 16. That, the OWNER or ENGINEER may terminate this Agreement by giving 30 days written notice to the other party. In s%ch event, the OWNER shall forth- with pay the ENGINEER in full for all work previously authorized and performed prior to notice Of termina- tion. If no notice of termination is given, rela- tionships and obligations created by this Agreement shall be terminated upon completion of all applicable requirements of this Agreement. 17. That, this Agreement is to be binding on the heirs, successors, and assigns of the parties hereto and is not to be assigned by either party without first obtaining the written consent of the other. 9 ( 58 ) of the cost of these services shall be added for the ENGINEER's administrative and continuing PROJECT responsibilities. B. That, when the OWNER directs that competitive bids be taken for construe.-ion on a:ternate designs, where this involves the preparation of designs, plans, and specifications for alternate facilities, the compensation to the Eh;INEER shall be the pay- ment specified in Article 2 for the FINAL DESIGN, plus an additional payment to be negotiated at the time the OWNER directs that alternative designs, plans, and specifications be precared. 9. That, the OWNER shall pay for costs of personnel and equipment for test borings, subsurface explora- tions, or other investigations required for the determination of foundation and geologic conditions, for field tests or equipment or facilities, and shall pay for required bacteriological , chemical, mechanical , or other tests, except the ENGINEER shall not order such tests or investigations to be made without prior approval of the OWNER. 10. That, if payment of the amounts due as prescribed in Article 2, or any portion thereof, is not made within the period specified in Article 3, interest on the unpaid balance thereof will accrue at the rate of twel .,e percent (12%) per annum and become due and payable at the time said overdue payments are made. 11. That., i` any portion of the PROJECT covered by r this Ageement and designed or specified by the ENGINEER shall be suspended, abated, abandoned or terminated, the OWNER shall pay the ENGINEER for the services rendered fcr such suspended, abated, abandoned or terminated work, the payment .o be based insofar as possible on the amounts established in this Agreement or, where the Agreement cannot be applied, the p.9yment shall be on the basis of the amounts for 01'F.ER SERVICES, as prescri-ed in Article 2 . 12. That, the OWNEV. shall pay for all costs of publish- ing advertisements for bids and for obtaining per- m4ts and licenses that may be required by local , state, or Federal authorities and shall secure the necessary land, easements, and rights-of-way. 8 aq all cons ruction means, methods, techniques, sequences, and procedures necessary for coordinat- ing and completing all portions of the wo_k under the construction contract(s) and for all safety precautions incidental thereto. Such visits by the ENGINEER are not to be const ed as part of the inspection duties of the or .te inspection personnel defined in other parts of this Agreement. 5 . That, the on-site inspection personnel will make ' reasonable efforts to guard the OWNER against defects and deficiencies in work of the contractor(s) and to help determine if the provisions of the Contract Documents are being fulfilled. Their day-to-day inspection will not, however, cause the ENGINEER to be responsible for those duties and responsibil- ities which belong to the construction contractor(s) and which include, but are not limited to, full responsibility for the techniques and sequences of construction and the safety precautions incidental thereto, and for performing the construction work in accordance with the Contract Documents. 6. That, the ENGINEER' s salary costs are defined as the amount of the wages or salaries of the £dGINEER's emtloyeec working on the PROJECT, plus thirty percent (30%) of such wages or salaries to cover all taxes, payments, and premiums measured by or applicable to such wages or salaries, such as, but not limited to, Worker's Compensation Insurance, Social Securitv, State and Federal unemployment insurance, medical hospital insurance, salary continuation insurance, pension plan costs, and pro rata allowances for vacation, sick leave, and holiday pay. 7 . That, the ENGINEER's direct expenses are de'_'ined as the costs incurred on or directly for the PROJECT, other than the Salary Costs (as defined hereinbefore) . Such direct expenses shall be computed on the basis of actual purchase price for items obtained from commercial sources and on the basis of usual com- mercial charges for items provided by the ENGINEER. Direct expenses shall include, but not be limited to, necessary transportation costs, including mileage at the ENGINEER's current rate per mile when, the ENGINEER's own automobiles are used, meals and lodging, laboratory tests and analyses, computer services, magnetic card typewriter services, tele- phone, printing, binding, and multilith charges. When technical or professional services have been furnished by outside sources, as requested or approved by the OWNER, an additional five percent 7 2. For FINAL DESIGN SERVICES, within 30 days after date of billing, the ENGINEER' value of work accompli s estimate of the that portio shed during the month for n of the PROJECT for SERVICES have been furnished. which FINAL DESIGN 3. For SERVICES DURING CONSTRUCTION, due as prescribed mo within after e of billing 30 days , the amount , onth.Article 2 for such services rendered during the 4 . For ON-SITE INSPECTION SERVICES, within 30 devs after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the months. 5 . For OTHER SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, ARTICLE 4 for such services rendered during the month, It is further mutually agreed by the parties hereto: 1. That, the ENGINEER will not begin work on any of the services listed in ARTICLE 1 until the OWNER directs him in writing to proceed, the Public works Director to have authority to give such approval . 2. That, the OWNER shall make available to all technical data in the OWNEP.' the ENGINEER s possession, includ- ing maps, surveys, borings, and other information y required b the ENGINEER and relating to his work. 3. Tha' , the estimates of cost for the PROJECT provided for herein are to be prepared by the ENGINEER through exercise of his experience and judgment in applying presently available cost data, but it is recognized that the ENGINEER has no control over cost of labor and materials, or over competitive bidding procedures and market conditions, that th so that he cannot warrant e project construction from his cost estimates, costs will not vary 4. That, visits to the construction site and observa- tions made by the ENGINEER as part of SERVICES DURING CONSTRUCTION t shall not relieve the construc- ion contractors)comprehensive inspe of his obliQation to conduct ctions of the work sufficient to insure conformance with the intent of the Con- tract Documents, and shall not relieve the construc- tion contractors) of his full responsibility for 6 'y , ell 6. Miscellaneous. Provide miscellaneous consulting and other service-, not stipulated elsewhere in this agreement, when requested by the OWNER. ARTICLE 2. As consideration for providing the services enumerated in Article 1, the OWNER shall pay the ENGINEER: 1. For PREDESIGN SERVICES, as enumerated in Article 1, the amount of the ENGINEER's Salary Costs, as defined in Article 4. expended for the services, multiplied by a factor of 2.2, plus direct expenses in connec- tion therewith. 2. For FINAL DESIGN SERVICES, as enumerated in Article 1, the lump sum of Sixty-six Thousand Eight Hundred Dollars V566,600). 3. For SERVICES DURING CONSTRUCTION, as enumerated in Article 1, the amount the ENGINEER's Salary Costs, as defined in icle 4, expended for the services, multiplied by a factor of 2.2, plus direct expenses in connection therewith 4. For ON-SITE INSPECTION SERVICES, as enumerated in Article 1, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.0 plus direct expenses in connection therwith. Direct expenses shall include an allowance of Ten Dollars ($10) per workday to cover the inspector's excess travel time and mileage required to go to and from the project site, over and beyond normal travel time and mileage to and from the inspector's residence and the ENGINEER's permanent office. 5. For OTHER SERVICES, as enumerated in Article 1, and for additional services not specifically pro- vided for hereunder, the amount of the ENGINEER's Salary Costs, as defined in Article 4, expended for the services, multiplied by a factor of 2.2, plus direst expenses in connection therewith. ARTICLE 3. Payments to the ENGINEER as prescribed in Article 2 is to be made as follows: 1. For PREDESIGN SERVICES, within 30 days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the month. 5 *w D. ON-SITE INSPECTION SERVICES 1. Furnish the on-site inspection personnel to act as agent(s) of the OWNER in his relations with the construction contractor(s) to provide on-the-job, day-to- day inspection of the work aE defined in Article 4; to prepare monthly progress reports on the work; to determine the amounts of payments due the contractor(s) as set forth in the construction contract(s); and to keep all records, maps, and plans necessary for the preparation of drawings showing the project as finally constructed. E. OTHER SERVICES 1. Bidding Documents. Prepare sufficient additional copie' s of approved plans, specifications, and bid- ding documents. as are necessary for bidding and subsequent construction and, if requested by the OWNER, provide document mailing and pre-bid services. 2. Surveying. Furnish survey, mapping, and/or photo- grammetric personnel and equipment required to obtain field information necessary to prepare satis- factory plans and specifications. A full field survey of Talbot Road South from South 19th Street to Carr Road will be provided. This survey shall provide plans to the scale of 1 inch to 40 feet and profile to vertical scale of 1 inch to 10 fec,.. In addition to being the basis for pipeline contract drawings, the plans shall be suitable for future road construction drawings. Aerial photography of the pipeline routes will be conducted from which the pipeline drawings will be prepared and checked by the field survey data. 3. Legal Descriptions. Furnish legal descriptions of all easements, rights-of-way, and property required for the PROJECT and provide personnel to assist the OWNER or those designated by the OWNER to obtain easements, rights-of-way, and property. 4. Operations and Maintenance Manual . Furnish written operating and maintenace instructions and assemble a set of manufacturers' data and catalogs covering equipment installed in the PROJECT facilities. 5. Record Drawings. Submit to the OWNER, upon comple- tion of the work, two (2) sets of record drawings, using information supplied by the constriction contractor(s) and the on-site inspection personnel . 4 C. SERVICES DURING CONSTRUCTION 1. Assist the OWNER, in receiving and tabulating con- struction and/or materials proposals; report the results to the OWNER; and assist in awarding the contract(s) for construction and/or materials. 2. Meet with representatives of the OWNER when re- quested and necessary for consultation or confer- ences in regard to construction of the PROJECT. 3. Provide interpretations of the plans and specific-•tions. 4. Make periodic visits to the site of the PROJECT to observe the progress and quality of the work and to determine if the work is proceeding in accordance with the intent of the Contract Documents. 5. Coordinate the work of laboratories in the inspec- tion and test of materials used in the construction; receive and evaluate all reports by such labora- tories or bureaus. 6 . Review shop drawings, diagrams, illustrations, catalog data, schedules and samples, the results of tests and inspections, and other data which the contractor is required to submit for conformance with the design concept of the PROJECT and compliance with the information given in the Contract Documents. 7. Supervise the work of the on-site inspection per- sonnel and other field personnel. S. Submit monthly progress payment recommendations, prepare and submit contract change orders. 9. Make a final inspection of the construction jointly with representatives of the OWNER and submit final report upon which final settlement and termination of the construction contract(s) can be based. 10. Make such visits to the PROJECT site as may be necessary to assist the OWNER in taking over opera- tion of the PROJECT. This shall be done to deter- mine if the equipment and facilities are operating properly, to familiarize the OWNER with the operat- ing and functioning of the PROJECT, and to review performance of items under the contractor's guarantee. Such visits as are made prior to the ENGINEER' s recommendations for final payment to the construction contractor shall be regarded as a part of SERVICES DURING CONSTRUCTION; any visits made after this time shall be paid for as OTHER SERVICES. 3 Pipelines o Approximately 7,700 lineal feet of 12-inch ductile iron waterline from the proposed pump station to South 43rd Street and future roads; 98th Avenue South and South 177th Street; and Talbot Road South northward to South 27th Place. e o Approximately 6,650 lineal feet of 15-inch ductile iron waterline in Talbot Road South from the 24-inch main at South 19th Street to South 177th Street. This main is to replace the existing old 20-inch steel main in Talbot Road South. In the vicinity of Talbot Reservoir the new main shall be laid deep to allow full use of the reservoir capacity. o Approximately 1,000 lineal feet of 8-inch cast iron sewerline in Talbot Road South. The sewerline parallels the 16-inch waterline described above in the vicinity of the Talbot Reservoir. Specific design services to be provided are: 1. Prepare construction plans, specifications, and estimates of cost, as customarily made available for construction of this type of project based on the approved predesign report. 2. Process documents with all appropriate regulatory agencies. 3. Meet with representatives of the OWNER. and Departmert of Social and Health Services when requested and necessary for consultation or conferences in regard to design of the PROJECT. 4 . Provide general information in regard to the PROJECT and consult with the OWNER for the purpose of the OWNER's preparation of necessary agreements, such as those for rights-of-way, easements, and land - purchase. 5 . Furnish six copies of plans, specifications, and documents for obtaining project approval. 6. Coordinate all test borings, subsurface explora- tion, or other investigations which may be reo_uired for design of the PROJECT. 2 AGREEMENT TO FURNISH ENGINEERING SERVICES TO THE CITY OF RENTON, WASHINGTON FOR SOUTH TALBOT HILL AREA WATER SYSTEM TM.PR(A'EMENTS For the consideration hereinafter set forth, the firm of CH2M HILL Northwest, Inc. , a professional engineering corp- oration, hereinafter referred to as the ENGINEER, agrees to provide engineering services to the City of Renton, 200 Mill s s Avenue S. Renton, Washington 98055, hereinafter referred to as the OWNER, for predesign planning, final design and prepara- tion Of plans and specifications, services during construction, on-site inspection, and other services as described hereinafter, for a PROJECT generally described as South Talbot Hill Area Water System Improvements. ARTICLE 1. The specific services which the ENGINEER agrees to furnish -re as follows: A. PREDESIGN SERVICES In order to set criteria for the booster pump station the expanded 350-foot pressure zone will be studied to define its limits and future domestic and fire flow demands. The number and capacity of pumps for the booster pump station will be determined from the results of the study. The study will be documented in a letter-report setting basic station criteria, includinq telemetry and supervisory control facilities. A separate letter-report will recommend suitable sites for a future reservoir of capacity to be determined in the above study. Suitability will be based on syster supply and demand characteristics. The extent of soils investigation, surveying, and site acquisition services will be as directed by the city and provided under OTHER SERVICES. B. FINAL DESIGN SERVICES Facilities to be designed include: Booster Pump Station o A pump station at a site to be acquired in the vicinity of the Valley General Hospital boosting water from the industrial area 196-foot pressure zone to the 350-foot zone 1 r CH?M rA HILL engineers planners economists soentists January 22, 1980 S878.71 Is • Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Warren Gonnason, P.E. Public Works Director , Gentlemen: Subject: South Talbot Hill Area Water System Improvements Attached are four copies of the engineering services agree- ment for the Talbot project that we reviewed yesterday. I have revised the design fee and changed the scale of the drawings as we agreed. Please return one fully executed copy for our files, also note that Article 4, paragraph 1 , requires your written notice before we can proceed with the work. CH2M HILL is again pleased to be working with the City of Renton. Sincerely, James L. Butt lch ,,; Attachments seam@ once - 1'9q 114fh Are r»w-5 1 t494vur.N nh:ngum rINIXN 45,i1KKr r ARTICLE �• IN WITNESS 'r:HEREOF, the parties hereto each herewith subscribe he same `..r. triplicate. For City of Renton e By ..._ --- Title Dat--d this , day of 19— Fcr CH2M HILL NORTHWEST, INC. BY Title �41 �!- L _,ly p Dated this �`day of FE � 19 10 rV��� o R".'L 3 PUBLIC WORKS DEPARTMENT g5 ENGINEERING DIVISION 235 -2631 p MUNICIPAL BUILDING 200 MILL RYE. SO. RENTON,WASH,98055 7% y oye 4rEo s¢vT CHARLES J. DELAURENTI MAYOR i TO: C. J. UELAIJ7 .NTI. MAYOR FROM: WARREN C. GONNASON. PUBLIC ;dORKS UIREc-0i. SUBJECT: SOUTH TALBOT HILL. WATER SYSTEM 1MPROVEMEN'fS d The Consultant Selection Committee for rhis project has met and her YY selected CUM 11111, Harstad Engineers, and S.E.A. Engineers as the top three choices. We will be nagotl.ating a contract with C112M Hill. Should we not be successful we will drop to the second choice. Harstad Engineers. As soon as we have an acceptable contract it will be submitted through your office for execution and final orocessing. RLO:nmp 1 I N T E d 0 F F I C E C O R R E S P O N D E N C E Date August 9 , 1979 TO: Warren C . Gonnason , Public Works Director FROM: :harles J. Delaurenti , Mayor SUBJECT: South Talbot Hill Water System Improvements This office authorizes your office to proceed with the above mentioned project at This time. I hereby appoint the following persons to the consultant 4 selection board for tLis project : I . Warren Gonnason 2. Richard Houghton 3• Ronald Olson As soon as you have selected a consultant and have negoti - ated and acceptable contract ; approved by the City of Attorney as to form, please submit said contract to my office for final processing. h a r I es De aurent , Mayor RO:ebh 'v 4 4 I N T E R O F F I C E C O R R E S P O N D E N C E Date August 9 . -979 TO: Charles J. Delaurenti , Mayor r FROM: Warren C. Gonnason , Public Works Director SUBJECT: South Talbot Hill Per coucil action of May 21 , 1979 , Authorizing the sel - ection of a consulting engineering firm to prepare plans and cpecificatlons for the above mentioned project, I would like to request authorization of proceed with tie pro- ject , and to request you to appoint a consultant selection board for this project . arren C. Gonnason , P. E . k' RO:ebh -ter. I N T E R O F F I C E C O R R E S P O N D E N C E Dete A,igust 9 , -979 TO: Charles J . Delaurentl , Mayor t t FROM: Wa. , en C. Gonnason , Public Works Director SUBJECT: South Talbot Hill Per coucil action of May 21 , 1979 , Authorizing the sel- ection of a consu' ting engineering firm to prepare plans and specifications for the above mentioned project, i would lika to regtest authorization of proceed with the pro- ject , and to reque t you to appoint a consultant selection board for this project . arren C . Gonnason , P. E. RO:ebh Of Ap ti PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 235 -2631 MUNICIPAL BUILDING 200 FALL AVE SO RENTON.WASH. 99M 09 AO,P�rED SE PYE�,�'' CHARLES J. DELAURENTI 1 MAYO- August 9, 1479 1 10: C. J, DELAURENTI, MAYOR FROM: WARREN C. CONNASON, PUBLIC WORKS DIRECTOR SUBJECT: SOUTH TALBOT HILL W.,TER SYSTEM IMTFOVEMENTS The Consultant Selection Committee for this project has met ar,J has selected CH2M Hill, Harstad Engineers, ann S.E.A. Engineers as 0-I top three choices. We will be negotiating a contract with CH2M Hill. Should we not be successful we will drop to t,.e second choice, Harstad Engineers. As soon as we have an acceptably contract it will be submitted through your office for execution and final urocesslng. Lo:omp Of Rpm 4 4RO PUBLIC WORKS DEPARTMENT z _ UESIGN/U'ILITY ENG!NEERING a 235-2631 rg %tUNICIPAL BUILDING 210 MILL AVE.SO. RENTON.WASH.90066 9p b 0941E0 SEP56'o"? September 7, 1979 CHARLES J. DELAORENTI MAYOR i C112M Hill Seattle Regional Office 1900 114th Ave. SE Reilevue, WA 98004 Attention: D. Collins Martir. Subject: Design of South Talbot Bill '..unk 'Water Mains, South � • Talbot Hill Booster Pump S-ttl •in Pod Site Selecticn of South Talbot Hill Reservoir Site C.en'icmen: � " V Y � r It is with pleasure that I inform you that your firm has been selected to design the proposed new water facilities for the South Talbot Hilliih. ".a'ki vas area of Renton. k3ease prepare for the City's perusal a proposal and contract for tho aforementione design and study. As you are .iware, timing of th!s project is of some concern with the rapid development of this area in Renton. Your expeditious attention to this project will be c•reatly appreciated. Very truly yours, Warren C. Gonnoson, P.' . Public Works Director RLO:pmp OF R,t, PUBLIC WORKS DEPARTMENT WARREN �. G(�+•,A$Q(r, pE, w DIRECTOR O MUNICIPAL BUILOIAIfi 100 ABLL AVE SO MENTON,WASH. SBO% Pq e O P ��rFD SEVIf.� �06 �l`. IS69 CHARLES J DELAUREHTI MAYOR 1 October 5, 1979 Mr. B. G. Morrison Business Manager Valley Medical Dental Center, 222 Williams Avenue South Renton, WA 96055 Dear Mr. Morrison This in in response to your letter of September 13, 1979 regarding the availability of water to -erv& approximately 40,000 square tcet of property situated and join.ng prop- erty owned by Springbrook Associates II located at V300 i Talbot Road South in Renton The preliminary schedule for this water supply ^oject is as follows: I . Execute a contract with CH211-Hill for the - engineering services required. 2• January 15, 1"80 - Preliminary design of -�. the project completed and approved. 3. May 11 1960 - Call for Bids on construction. June 1 , 1980 - Awaru contract . V• Completion of construction - October 1 , 1960. This is an optimistic schedule anticipating no delays due to opposition or any other problems, however, we are hopeful that this scheou/e can be mot, It is hoped that this information is sufficient for your purposes and will enable you to finalize your agreement with the purchasers. W• C. 6onnason, P.E . cc: Mayor Delaurenti Public Works Director - Richard Houghton WCG•ft Ronald Olsen C . Shane, Chairman Utilities committee Al PUBLIC WORKS DEPARTMENT 1 WARHEIr C. GONNASON. Pf. DIRFCTO,4 MUNICIPAL 6UI:OING 20OWLL AVE SO. RENTON,WASH 90056 0 P 206 715 i5b9 �,'FO SL PTE� CHARLES J DELAURENTI MAYOR ^..tuber S. 1474 Mr. B. G. Morrison Business Manager Va' ley Medical Dental Center 222 Willi 9s Avenue South Renton, W. 981055 Dear Mr. Morrison: This in in response to your letter of September 13 , 1474 regarding the availability of water to serve approxiaately 40,000 square feet of property situated and joining ;�rop- erty owned by SpringLrook Associates II located at '43GO Talbot Roao South in Renton. The preliminary schedule for this water supply project is as follows: I . Execute a contract with CH2M-Hill for the engineering services required. 2• January 15, 1960 - Preliminary design of the project completed and approved. 3• May 1 , 1480 Call for Bids on construction. June 1 , 1980 - Award contract. 4• Completion of construction - October 1 , 1980• This is an optimistic scr.1dule anticipating :n delays due to opposition or any other problems, however, we are hopeful that this schedule can be met. It is hoped that this information is sufficient for your purposes and will enable you to finelize your agreement with the Purchasers. S incer , r/ � zla�-re ''e'er' W. C. GWorksOD, P.EDirector cc : Mayor DeladHo ughton Public Works Dirwctor Richard Houghton WCG:jt Ronald Olsen C. Shane, Chairman utilities Committee 1 . � awl Public Works Department Page 3 27 November 1979 5878. 71 FUTURE RESERVOIR LOCATION A site will be located suitable for a future re:.ervoir of capacity to be recommended in the demand study of the 350-foot pressure zone. The extent of field survey and plan preparation for site acquisition will be as directed by the city. Your review and approval of the above scope of engineering services is requested following which a draft engineering contract and proposed fee basis will be prepared. Sincerely, Barry Barnes cal Public Works Department tey Page 2 .4ryy 27 November 1979 5878. 71 la In addition to the above 12-inch pipeline, a new 16-inch ductile iron main is to be provided in Talbot Road South from L�e new 24-inch main at South 19th Street to South i 177th Street. This main is to replace the existing old 20-inch steel main in Talbot Road South, in the vicinity of ,r = Talbot Reservoir the new main shall be laid deep to allow j full use of the reservoir capacity. Contract documents and drawings are to be provided for the :, proposed pump station and pipelines. A suitable site for tF.e future reservoir is to be selected. A more specific discussion of se, ices follows. PUMP_ STATION LOCATION The pump station shall he located on the north side of South Ord Street immediately west of SR 167. We will assist the city in negotiations with the present owner of the land to the extent directed by the city. PUMP STATION CRITERIA We propose that the station be designed on the same general lines as the Monroe Street station we designed several years ago. In order to set criteria for the pumps, we propose a study of the intended 350-foot pressure zone to define its limits and future domestic and _ire flow demands. The number and capacity of pumps will be determined from the results of the study. The study will be documented in a brief report setting basic station criteria, including telemetering and supervisory control facilities. TALBOT ROAD SOUTH SURVEY It is understood that the city desires a full field survey of Talbot Road South from South 19th Street to Carr Road. This survey would provide plans to the scale of 1 inch to 50 feet and profile to vertical scale of 1 inch to 10 feet. In addition to being the basis for pipeline contract drawings, th± plans would be suitable for future road construction drawings. It is our intent to also conduct aerial photography of the pipeline routes from which the pipeline drawings will be prepared and checked by the field survey data. CHAT I: HILL 0001 t�oKs �� t n�;inr•rt, pldniltlS economists scientists 1 ( 27 November 1979 a` 5878.71 Public Works Department Municipal Suildirg 200 Mill Avenue South Renton, Washington 98055 Attention: Warren C. Gonnason, P.E. k0 Public Works Director ,,entlemen: Subject: Design of the South Talbot Hill Area Water System Improvements We rhank you for your letter of 7 September notifying us that CH2114 HILL was selected to design the above improve- ments. As you are aware, we have ;net on two occasions with Ron Olsen in order to discuss the intended scope of the project. The purpose of this letter is to set down for your review an understanding of the engineering services to be provided. A draft contract will then be prepared for your approval . It is our understanding that the Talbot Hill area, 350-f.00t pressure zine, is to be extended southward to provide the Valley General Hospital area with adequate domestic and fire flow capability. In order to accomplish this the following new facilities are required: • A pump station at a site to be acquired in the vicinity of the Valley General Hospital boosting water from the industrial area, 196-foot pressure zone to the 350-foot zone • Approximately 6,500 lineal feet of 12-inch ductile iron pipeline from the proposed pump station to South 43rd Street and new roads; 98th Avenue South and South 177th Street; and Talbot Road South northward to South 27th Place • A future reservoir for the 350-foot zone ME)IVOran ME)nam Av«mx•s 1 IY•ILwaw N'aJnnxum Y•MM ltM+N51 54Tn dal CHzM :: HILL (Manners economists scientists December 28, 1979 5878.71 Public Works Department - Municipal Building 200 Mill Avenue South Renton, Washington 98055 Attention: Ron Olsen Gentlemen: Subject: Design of the South Talbot trill Area Water System Improvements Attached is a copy of the engineering services agreement we are proposing for this project. The scope and fees are based on our previous correspondence and meetings. For design services we have prepared a lump sum fee of $69,300 in accordance with ASCE Manual No. 45. Compensation for predesign services, services during construction, on-site inspection, and other services (printing bidding documents, surveying, record drawings, etc. ) as defined in the contract are based on payroll costs times a multiplier plus expenses. We have estimated budgets for these services as follows: Service Budget Predesign $ 8,400 Services During Construction 21,600 On-site Inspection 50,000 other Services 23,400 After your review of the contract we will prepare three copies for execution. Sincerely, �vvN 22 es i../�g ut lkp Attachment srarMr oek. P:•A,IIOIh Avanuw s I fp-0Irwa Wnahrryt�.w'MIpW ,u at; :�xn I ;V.1. cOY��Is'��-- OATE%I�� Esk. Fc< E:4 F,. (lpHy7,'ut7ti�r., X0 oeo So,o0o s C�IT9PY�✓V P.. - [,N�ue���r� 'l,SoO d.r> swt. 3,000 /z A Soo Dci 3,500 �,500 A e. ` Soo /�S FQo 3 82 y0o 41103 4�00 r , ".N. :, . :�✓'YU/Gr"S .�S CC PereeI7* O{ CON�TY. J�76�,Oco paq,OCR J SPErD LETTER Lr: 1 .►wr' _ i`�� I �I N f a.. r A ilk- ROAV } ?RM. 6,650 L.F of 16" D.I. �R ('CJ.) WATER MAIN EXHIBIT „ B" c S+ ' I Iv Y c y .•.y �' � ;l-v��MA'S iW�'; 'M 'LA, Iy . 9 I EWA �w 4 iy. S -4 3 1/I �• 1 1 JJ 1 i FUTURE GROUND LEVEL RESERVOIR SITE 4 a 1 3 N: X` a W: Project IE, INSTALL APPROX. 1,600 L.F of IZ" D.I. (TJ) Cl. 52 WATERMAIN Av t� -rALBOT ROAD s• ~ Ex ~ r' f TAEB(,T ! RD- S. �a4+ �I -.. PRoO u• � - 4Y Ii.. Project III , INSTALL APPROX. 3100 L.F. 1 I I of 12" D.I. (T.J) Cl. 52 WATERMAIN + _ PROP L 1 — - - ._ — — _�_ — C 0: Project I , INSTALL APPROX. I,300 L.E i�— of IZ" D.I. (TJ) CI. 51 WATERMAIN On ——————— Prop. Developer Extensions • " Ex. I2" Wgtern"gins PROPOSED PUMP STATION SITE ty Prop. Wgteronam Exteesion5 EXHIBIT ~A" r r a, r r-' : +Lr< i�tA, v�Tk to �tia, if tN4 V ur . 3, 1'hc c, acquisition of d rusr_vrr sli ' .I '�e nr 3i0'cost SI(),001.00. To b poi for fr 1975W t 'Ir,mrim • a p �.Bond Project #13 lulhoC Hi 11 Water SY.tvin bnprnver.rum « , d 1 4. Permissi ,n to +e.l!:ct d Iln.uItin� -n1 n"'r Cr, ie -nr w�l er maics to innertir.' the wxist ni +•1 ''r SYs' w+acnt � a-. ;1Jy be ndc..ti_ 350' zone s ,t.rr, a`. WWII rMr' t sary for installation. l a) 12" water .pain from SW 4jrd StrWdt tc south and Ir to Talbot Road ( ,"u attached Exhibit A and PrOeo: r !. Est}'riat WJ cost 543,200.ti0. To be paid fur to r, the 1 '75 w os Cru+strt+r.- { tion Bond Project #13 Talbot Hill Water System Iwprove'iont. b) Replacem¢nt,.of exist my 6" 0. steer vrater ma:u in 98th Avv. rj y South nd South 177th Street from Carr Rosd South to Talbot tY Road (see :n .ached Exhibit A arid project II). Estimated cost r� 536,400.00. To be paid for from th, 1975 N L Constructiat: Bond Project f17 Steel M.+in Re- ' 'anent. C. Install 12" watermain in Taik.l !',,ad South frr, tr tth 17701 T� Street to S,)uth 31s# Street 1sve attached E,.' +t and project Ill). Estintated cost S74,400.00. i PJi" + from the 1975 W G S Construction Bond Pro!"" t} To I. 't Hill Water SY5Cen hc, rove•in¢nt and Pro leer '19 R,-.tall ib w,,=_rmaln r >' ti from SW 43rd Street. to Teli+ot Reservuir.) r? (NOTE: This :,ain should be uesi,fned and cot ,tructed In eonjmr,tion with the fallowing described 191 id E S Coo- structl " Bond Project ay install I6" ,,ttenn't Lr born 5�! 43r'+I Street to Talbot Re.ervoi r-) 5. Permi 5s ion [o aelect a consulting en,lineer to deal, the neces+.lry watermain to replora the existing 20" STL and tr;url 1 roesl Street ,:'; .'{. in Talbot Road Sz) '.1. from South 1770- Street to ' .0 .9th Sbe pC with a 16" D. I. ,.,:,Urvla�n. intimated cost 5< 17,8013 To be Paid for from tyre 1575 W G 5 Constnuction Bond Project `7 •:tstair Ib" watermain from SW 43rd Street to Talk,t Reservoir, ji 6. PermilSion to establish a benefit area Ti ,rssds e', �[rtacberpairod'+ projects and es t abIISh a me t.rodoltulY for by special as5essmerrt at the time of connect ion. The above projects are estimated to cost S 453,boo.ur1. 4 i ItF'.i Oft? '1 SOUTH TALUOT 1111.1, WATER SYSTEM Yi RE: B. e. Morrison's request for water service at the Valley hl. Ai,.al-Dental - Center The aforedescribert ,ruperty is In an are., where very"",+. y poor fire ' low capability y is presently available. A recent analys' of the fire flow capability in tpis area prepared by RH2 Engineering shows that the property has only 577 GPM k• 20 PSI available. Y t This area should be upgraded to serve the existing needs of the arec as well as • future needs, such as expansion of the hospital. «r Attached herewith is a copy of a water supply study of the &sorb Talbot Hill area prepared by Gardner Engineers in which the aforementioned property is situated. Some of the recommendations of this report are as follows: 1. Extend the existing 350' zone southward from Talbot Hill area to serve the Valley General Hospital area. This znne is pru- sently served by the ..:,fling Hills 590, zone via pressure reduc- ing valves and a small capacity varioble speed pump for domestic use only in the new Talbot Mill pump station 2. Construct a pump station In the Valley General Hospital area to serve fire flow•, to this zone from the main downt.-mi grid system 1 at SW 43rd St, 3. Install water mains to intertie the existing water system witi, the proposed 350' zone. .. 4. In the future, build a reservoir to serve this 350' zone as well as construction of int•,rties with Water District r58. ` r 5. The final recommendation was that the areas presently undeveloped and deriving benefit from the construction of a pump station and the water lines be assessed an addi :.{onal : square foot assessment as well as front footage asses>ment }` to defray tite costs of construction. 7l At this time the Public Works Department reca,mends your concurrence of this study 9(d and the following recommendations: 1 . The acquisition of a pump station site. Estimated cost 55,ti .o.00. To be paid for from the 1975 W t: S Construction bond Project P'13 Talbot Hill Water System Irmprove,•ient. I 2. Permission to select a consulting engineer to design the r•otx,sed pump station and proceed with con•etructlon. _t,iriated cost $110,000,00. To be paid for from, the 1975 W L S Construction {�y. Bond Project. #13 Talbot Hill Water System Improvement. �9 j" 2 3. The acquisition of a reservoir site for the 350' zone. Estimated cost $10,000.00. To be paid for from the 1975 W & S Construction Bond Project H13 Talbot Hill Water System Improvement. 4. Permission to select a consulting engineer to design the necessary water mains to intertie the existing water system with the proposed 350' zone system, as well as acquire any easements as may be neces- sary for installation. a) 12" water main from SW 43rd Street to south and then to t Talbot Road (see attached Exhibit A and project 1). Estimated cost $43,200.00. To be paid for from the 1975 W & S Construc- tion Bond Project #13 Talbot Hill Water System Improvement. b) Replacement of existing 6" 0. . steel water main in 98th Ave. South and South 177th Street from Carr Road South to Talbot Road (see attached Exhibit A and project 11) . Estimated cost $38,400.00. To be paid for iron the 1975 W & S Construction Bond Project #17 Steel Hain Replacement. C. Install 12" watermain in Talbot Road South from South 177th Street to South 31st Street (see attached Exhibit A and project 111) . Estimated cost $74,400.00. To be paid for from the 1975 W t S Construction Bond Project N13 Talbot Hill Water System Improvement and Project 49 install 16" watermain from SW 43rd Street to Talbot Reservoir.) (NOTE: This main should be designed and constructed in conjunction with the following described 1975 W & 5 Con- struction Bond Project k9 install 16" watermain from SW 43rd Street to Talbot Reservoir.) 5. Perniirsion to select a consulting engineer to design the necessary watermain to replace the existing 20" STL and transite watermain in Talbot Road South from South 177th Street to South 19th Street with a 16" D. I . watermain. Estimated cost S212,800.90. To be paid for from the 1975 W & S Construction Bond Project #9 install 16" watermain from SW 43rd Street to Talbot Reservoir, 6. Permission to establish a benefit area for the aforedescribed projects and establish a methodology of assessment to be paid for by special assessment at the time of connection. The above projects are es,imated to cost S493,800.00. - "1d�fi r k� REPORT ON SOUTH TALBOT HILL WATER SYSTEM RE: B. G. Morrison's request for water service at the Valley Medical-Dental Center ry The aforedescribed property is in an area where very poor fire flow capability is presently available. A recent analysis of the fire flow capability in this ' area prepared by RH2 Engineering shows that the property has only PSI available. 577 GPM _ 20 This area should be upgraded to serve the existing needs of the area as well as > future needs, such as expansion of the hospital. Attached herewith is a co •`"py of a water supply study of the South Talbot Hill area prepared by Gardner Engineers in which the aforementioned property is situated. Some of the recommendations of this report are as follows: 1 . Extend the existing 350' zone southward from Talbot Hill area to serve the Valley General Hospital area. This zone is pre- A sently served by the Rolling Hills 590' zone via pressure reduc- ing valves and a small capacity variable speed pump for domestic use only in the new Talbot Hill Pump station. 2 Construct a !Pump station in the Valley General Hospital area to ! serve fire flows to this zone from the main downtown grid system at SW 43rd St. t 3. Install water mains to intertie the existing water system with - the proposed 350' zone. .g 4. In the future, build a reservoir to serve this 350' zone as well as construction of interties with Water District #58. 1 5. The final recommendation was That the areas presently undeveloped and deriving benefit from the construction of a Pump station and the water lines be assessed an additional M square foot assessment as well as front footage assessment "..- to defray the costs of construction. At this time the Public Works Department recommends your concurrence of this study and the following recommendations: I. The acquisition of a Pump station site. Estimated cost 55,000.00. To be paid for from the 1975 W 6 S Construction Bond Project ,y13 Talbot Hill Water System Improvement. 2. Permission to select a consulting engineer to design the proposed pump station and proceed with construction. Estimated cost $110.000.00. To be paid for from the 1975 W G S Construction Bond Project .k13 Talbot Hill Water System Improvement. 2 3, The acquisition of a reservoir site for the 350' zone. Estimated coat $10,Oo0.00. To be paid for from the 1975 11 S n Bond Project A13 Talbot Rill Water System Lmpn,vement. 4. Permission to select a consulting engineer to design the necessary water mains to intertle the existing water sy .Lem with the proposed 350' zone System, as well as acquire any easements as may be necessary for installation• .,, a) 12" water main from SW 43rd Street to south and the" to Talbot Road (see attached Exhibit A and project I). Estfaat ,'. cost $43,200.00. To be paid for from h tion Bond Project 013Talbot HillWaterSystem Improvement,,€ b) Geplacement of existing 6" 0. . steel water main 1. 98th .0a. South and South 177th Street from Can- Road South *o Talbot Road (see attached Exhibit A and project I1)• E. •„aced ... cost $36,400.00. To he paid for from the 1975 W 5 S Construe- I ,,;-.4 tion Bond Project 017 Steel Main Replacement. A c) Install 12" vatermaia in 'Talbot Road South from South 177th Street to South 31st Street (see attached Exhibit 3 and project III). Estimated cost $74,400.00. To be pant i, r from the 1975 W & S Construction Bond Project 973 'rult.,t Rill Water System Improvement and Project d9 install 16" oceans ut t from SW 43rd Street to Talbot. Reservoir. (NOTE: This main should be de f,^l. 1 and constructed in conjunction with the follow itt} rihad 1975 W & S construe _ ¢ tion Bond Project U9 install 16" ,retermafn fr, -" -'• v xtr'et to Talbot Reservoir.) 5. Permission to select a consulting 'O."�i°ilr'Ind CranatiCe .,t„rmain, watermain to replace the €xir.tJ ng - ' In Talbot Road South from South 177th Street to South 19th Street with a 16" i).l. watermaln. Estimated cost $212,600.00. To be paid for from the 1975 W & S Construction Bond Project #9 install 16" watermaln from SW 43rd Street to Talbot Reservoir. a forthe 6 Permissio to establish a benefit are css afered e d be ibi n d for projects and establish a meth. 10109Y ut a:aaament to be I by special assessment at time of connection, Che above projects are estimated to cost $493,800.00. N. is s UnreIated to the above projects is the following request Pctmia&ioa red a e tegosted to select a consulting engineer to design and have construcd 24" warermafn to Burnett Avg-. South between South 7th Street tp South 5rh l Street (see attached Exhibit C). ibis main should be constructed it, junction with the Burnett Ave, Park. The, estimated cost for tht,; preje�L Iwo is $80,000.00, This would watermaill fudu brru4tt Ave. 1975rfromc Soutt M'.nd Strentt to`Ra111rp liill,.9 REPORT ON SOUTH TALBOT HIIa, WATER SYSTEM RE: B. G. Morrison's request for water service at the Valley M,lical-Dental Center The aforedescrlbed property is in an area where very poor fire flow capability is presently available. A recent analysis of the fire flow capability in this area prepared by RH2 Engli-eering shows that the property has only 577 GPM @ 20 PSI available. This area should be upgraded to serve the existing ceeds of the area as well as future co-eds, such as expansion of Cite hospital. Attached herewith is a copy of a water supply study of the South Talbot ❑11.1 area pr.gtared by Gardner Engineers in which the aforementioned property 1s 1 �Y situa`ed. Some of the recommendations of this report are as 1. Extend the existing "150' zone southward "rom Talbot Hill area to serve the Valley General Hospital atas. This is presently served by the Rolling Hills 590' zone via reducing valves and a small capacity variable speed pump for domestic use only in the new Talbot Hill Pttmp station. 2. Construct a pump station in the Valley General Hospital area to serve fire flows to this zone from tite main downtown grid system at SW 43rd Street. 3. install water ma.as to intertie the existing water system with the proposed 350' zone. 4. In the future, build a reservoir to serve this 350' zone of well as construction of intertfes with Water District #58. 5. The final recommendation was that the areas Presently undeveloped and deriving benefit from the construction of a pump station and the water lines be assessed an ad aLlonal square foot asse:,sment as well as front footage asseusment to defray the Costs of construction. IQK.3 ..-.a—$t At this time the Public Works Department sogweo" Your concurrence of this sludy and th, following recommendations awras� .,a 1. The acquisition of a Pump station site. Estimated cost $5,000.00. . To be paid for from the 1975 W & S Cutt:.truction Bond Project 013 Talbot Hill Water System improvement, 2. Permission to select a consulting engineer to design the proposed pump station and Proceed ::l.th construction, Estimated cost $110,000.00. To be paid fur Crum the 1975 W & S Coastr"tiott Bond Project #13 Talbot Hill Water System t_mpruvement. , OF Rp C.) tiO AGI YIy( 1r1'hl 5121179 t TE:I, CITY ��i-� R 1' oMUNtbvAl BUtLDtNG too MtLLv,�4,sO El o TpN 9 CNARLES J DELAURENtI $'Pipe P' rMA Von • MUNICIPAL*ASH SN9BO55 O SEPTE� AIRPORT t• fitly 21, 1979 1k,twrable J. r t •tee C. and Membel8laurenti, M. ,%nic- Yor l rs of the he city Cowtci] Renton, WA 98055 - Suhiect: 1 '>' " rovements to the Water !till, Valle. Service Oo Y Grneral hospital Area South ralbot !;car .Mayor IX and — fie; We Cotutt'i1 hfembers: hill Water attaching alon n COPY of tite r '. ln8 and g with report Gardner C;ngineers Consulting re on the South i'albot j_ with regard to this subject. from W12 ! , Pursuant to tiat re subject. 91neer_ currence , adc report we are hereby ment pting these requesting Program outlined in the total COuncil s �_1trYsco rt t t re reports its Stt Proceeding ft$h the �. sa requested that be authoriz11141ed cost $SOhe 00 develop. Preparation of engineering services to ed to select the r. - Plans and specificatiuns I"Ol"Plish the Yheru is adequater this design ;J, Onst fUndin Program. cuverylwilll�und to fiailabl i11 Pro 1975 and Sewer that nanCe Water Of (rune-footage char an be lilade d! the ells e-fatting areaject tbIS Iticipated on ke will area c Y a co hiay 21, Pre this program to you at the C inc ity Council meeting an Ser/cJ]Y, Warren C• GA- , • On, p.1.1 public Works !,rector WCG:jt CC,- ,A." :Rat, Utilities Richard Iloughton AttachMats T Renton City Council 5/21/79 Page 4 CORRESPONDENCE - Continued Municipal City Clerks contact the King County office for filing information; Elections that Declaration of Candidacy forms will be accepted oy mail , if Continued notarized; are accompanied by proper filing fee and are received at the King County Election Department by 4:30 p.m. August 3, 1979, Council Positions City Clerk Mead suggested position numbers ae drawn or ass,gned, alph3- Numbered betically, to the (4) Council posiLions. Councilman Stred;cke noted earlier request for numbering the seven positions:and following further discussion, it was MOVED BY TRIMM, SECOND PERRY, DRAW NUMBERS FOR THE FOUR POSITION`. CARRIED. The numbers were drawn as follows. No. 1 drawn by Margaret Proctor; No. 2 drawn by Thomas Trimm; No. 3 drawn by George Perry and No. 4 drawn by Richard Stredicke. Water Service Letter from Public Works Director Gonnason presented report on South Talbot Hill the South Talbot Hill w;- �r system along with consulting reports Valley General from RH2 Engineering and Gardner Engineers. The letter requestea Hospital Area Council's concurrence in adopting these reports and proceeding with the development program outlined in total estimated cost of $500,000. The letter further requested authorization to select the necessary consultant engineering services to accomplish the design and prepare plans and specifications. The letter reported adequate funding available in 1975 Water and Sewer Construction Bond Fund; recovery planned from combination of front-footage and area charges. Public Works Uirector Gonnason called attention to letter from B. G. Mr.rrison requesting water service at the Valley Medical-Gent l Center asking for upgraded services because of poor fire flow capability. Ron Olson, City's Utility Engineer, was introduced and used wall maps to explain plan, lines being replaced and proposed lines. Discussion ensued. MOVED BY SHINPOCH, SECOND PERRY, COUNCIL CONCUR IN RECOMiCMDATiONS OF THE PUBLIC WORKS DIRECTOR AND PROCEED WiIH THE PROJECT. CARRIED. Police Travel Letter from Police Chief Larby requested Councii authorization July 15-18 for Training Officer, Sq. Parone, to attend Remington Arms Shotgun Maintenance and Repair Course at Ilion, N.Y. The letter noted 80> federal funds wiih $159 cost to City. MOVED BY CLY11ER, SECOND TRIMM, COUNCIL CONCUR IN REQUEST. CARRIED. ADJOURNMENT MOVED BY STREDiCKE, SECOND SHANE, COUNCIL MEETING ADJOURN. CARRIED. 10:25 p.m. Delores A. Mead, C.M.L. City Clerk 1 RENTON cirY COUNCIL Regular Meeting May 21 . 1979 Municipal Building Monday 8:00 P.M. Council Chambers A. G E N D A PLEDGE OF ALLEGIANCE CALL TO ORDER AND ROLL CALL APPROVAL Of COUNCIL MiNUTES OF MAY 14, 1979 PUBLIC HEARINGS: a. Street Vacation, portion, of S. 6th St.- Continued from 5/14/79 h. Street Vacation 89th Ave. S. between SW 21st St. and SW 23rd St. Petition filed by Martin Seelig. VAC-7-79 Street Vacation Camas Ave. NE between NE Park Dr. and Sunset Blvd. NE Petition filed by Spartus Commercial Corp/James Miller VAC-9-79 d. Street Vacation, South 30 ft. California Ave. - Continued from 4/16/79 S. AUDIENCE COMMENT 6. OLD BUSINESS BY COUNCIL- ORDINANCES AND RESOLUTIONS R. CONSENT AGENDA: These items are distributed to all Council Members for study and ary adopted by one motion without discussion unless so requested. Bid Openings 5/11/79 Police Department equipment (3). Refer to Public Safety Committee for recommendation. b. Court Case State of Washington VS Diambri. City, et al , cundemnation for Park and Ride lot South 7th. Refer to City Attorney and Administration. Petition filed for Street Vacation by H.Carney/K.Kaczmarek of SW Victoria St. east of Lake Ave. S. Refer to Public Works Department, Board of Public Works and Transportation Committee: also to Ways and Means Committee for resolution setting date of 6/18/79 for public hearing. ;i. Renton Horizons Committee invites Council Members to attenr, July 4 Picnic at Liberty Park. e. Proclamation of Mayor Delaurenti , National Public Works Week, 5/20-26/79. CORRESPONDENCE ARC CURRENT BUSINESS a. Election Requirements - Drawing of Numbers for Council Positions - City Clerk b. Public Works Director - Water service South Talbot HHi�ill and Hospital area -v NEW BUSINESS BY COUNCIL AUDIENCE COMMEN'' /Z. Ar iOJOURNMEN1 I R G P F I F C i RR E S P O A C E Y C E Det� December G;'. TO: Warren C. Gonnason PRIM: Richard Houghton SUBJECT: For several years we have watched the area from Talbot Reservoir to >. 43r, St. along Talbot Rd. S. develop. We have known that water service to this area at an acceptable pressure to serve the commercial and domestic neo.& as well as fire flows would be a matter which must be addressed. "fhat ir=.r n' + is now here, especially in the area of the hospital and support medical clinics. In preparation fur this need we heve had i study done which fuu?cJ service required into chi; area. We submit this document for your review end recommend chat we failu report to provide the necessary service. As a beginning step we recommend that the pur.4p station ritr. be 11A 0, all necessary rights-of-way. 4 , Fy y , `1 4 r � The ,ite could be on the h^spi tar property or 3a,hap_ uea+' t iucer5e -S .n of SW 43rd and East "Alley. 4 ` As soon as. the site for the pump ,tai:ivn is tinafiacd we requ se to proceed with selection of a consultant to desi the station. � + Funding for this project will be from utiIIty capital improvew. nts au+, t r.i j yf' � issue monies. There will be an area charge to those whc teener'.t they connect. This would return socwt of the investment. • RCH:pmp i w i OF A. Q 7, z PUBLIC WORKS DEPARTMENT n WARRF'i r GGNNASON, "E. 0 DIRECTOR O NUNll IP41.BUR DING 20R N1LL AVE. SO. RENTON,WASH Spy 6091rr0 ee XA- 235 2569 `e gE v�E CHARLES 3 UELAURENTI t 1 A Von lanuary pD, 1979 Mr. B, G. Morrison Valley Medical-Dental Center 22 ken ullliaos Avenue South - Sl:lte 26 enton, WA 98055 Dear Mr, Morrison: This letter fa written pursuant to your re(, .est regarding the availability of water service to Properties In the vicinity of the Valley Medical-Dental Center. We are proceeding w1t1, (he submittal of the Comprehens!ve Plan prepared by Gardner Engineers to the Clty Council and will recoeaend A specific plan for the construction of the neccacary Pump station and water mains to service the area In y-lestlon, It lc anticlpated that we will secure early apprcval from the City t';une11 t . proceed with the program• We do have the avallr.ble tfnenr.tng to accomplish the work, subject, of course, co Council appropriations. t 1f all goes according "o an optimlbtic schedule, water should he avaliable In the area In approxlvately one year, It to hoped that thia Snformattun la uut"'71tnt for rposes and w11I provl%e tht ding,,. your pu a ,surances so t:lat you may proceed with your ply ,a accordingly, Sincerely, /srf"/./, i-►e-y[.a-Q>ram. Warren c. Gonnaaon, P.E. Director of Pubilc Works WC4;.jt cc: ?favor Delaurentf ,Richard floughton r +rat : ~ � a•. t t r rhrwe walla during + ifra�- It Is therefore recommended that th+ aty have a qn. lllflr•d vtnff 1,+ n:on nn call to respond to a fire condition i and ca!'e arproprlate aetion regar,gcg th, water system. It ti;r:: n:r:o recngnited ,ur:ng this protect that fire ''loves in --chef s G p-+its cf tJre City system have been developed based no imilnr criteria. Csing the• Frr we reasoning, the On" staff Jerson could ensure that the '79tr'r- v -, rating ,a. IntcncU,d. 1n or," r that the staff person knew how to respond, It in recommended that erlOrgency operating procedure be ,feveloped and used far trainln , cPlc .r ceald then be maximized. P The fire flow �.vpabliity A final r+-conmaendatfur is rile onn5truLtlon of the planned pump atation j neor V.111:•v General Rr•-:. U .�i and the 350 Pone reservo! • as anon as 9 Po:sihle so that an ad.+quate water supply 1s available for fighting a fire In that area. f foplr.s of analyses are kept. in the Public: Works Department-and are nvailat,Io for aae by City staff at any time. We would like to thank you for the opportunity to assist the City is deternl-ing these fire flow capabilities. Please contact RH2 E4CII1EEL1 .G if ycu have any comments or concerns regarding these analyses. Cis Respr tfully Submitted, n R char Project Engfixer ie f prl I t., V:,11 ey Gene rai all, , floor and rm, PO ro r5 Ire:, G'tn•i, the ^r• r r ,t these hvdrantn, the resulrinr, it L.nl p,: : :,: n a hu 75 , .f() fort. Areas whoe s 1 .I1:�nx 1,1 . t= 4) feett influde Valley reneral :,r�1 , n,•a rbv li"tr_ lf:,•ar: faril t[tng wnvid he without va11oY llned In orange in t hr-^.trr„ h, l ' tlu, pr., s:un• on rhf -alley floor psi , ,be Fi .rfrnl atrf rllitics w�-uld h4 out. r•' .. "mzir.k 1 •ie,= ❑ten Inoludes rr ^ump st,,.ttnn and ren- er,r Ir a .. -:uraty the kl— itnl .r,7 nn,i near ground elevation9 x •'i t!- r -."atf pr, .or, 7olif . this zone would he operated at hydraulic i • , , "I 0111h r' .10,(,t -linn the valley f1,.or one's hydraulic o (,..: „r to„• ^nt,,. 1 ervoir would provide ivtornge for emerRe tins r �,r nr n nt lon failure. The Pump station would allow -�I. =r t• h I:,rnri'rl - „ I.,r,, v:,il,•v floor it, the 950 zone and alan "ur -riL a pre•aure n•dv �iry �nlve to nuPPly the valley floor zone 1•trint- , , i ....,.I <.. The Proper,,. .I reservoir and pump ro plate water ;apply capability for fighting i .r.•., n •til rh,- it t, rind reservoir are constructed. k 1nt'1'tire !',It intlu',d !n th- analyses desariopli here will, he of va,nm 17 r=vlucing th,l •,-assure s,IpPrewsl.nn du�inR ,a f1te. Y. a i n rod 10 w+ x , . c• r , CO .,ntr1e`1IIe the effect of the ' 9re5` pvrf vo,d )l @t 011vcr •r.,gervnlr altin,d,s , Ive posfNon. to previous ar.a iyses 7 with the A! i,urde valve errs-n, the resermir would fill whl le r " 1'11? 1 -n "' r. . tr i,...=,. Th, plr:,, :,,., 24 inch pipallne or, 40 all.raed • IIIr it r (qc ftv,ittJag a fire. This �•-A !:ydrant analssea Po and 9. _'ntrh ffn•w rat,. I 4 is with [ha alti Cnd" 1 :'..ysr,r, wlth the olti tudf t n p Breda oiled In per- ., ` , + •, th ,..- e,ny f r -tsuring t -. at .. I�n,a staff mn il,fh]e [r y i .. .. rt f, ! 'r•h• vl,irh wirer _ r I,, . .,.a;.. r ,,., �,. i , ! >r..fv,•:1 by a Pier . d 4 r i' Aidwo „ 2 and :3 were r'f,•rntf n,r While {Je12 A rlarrera source) ws: nut o! ac r vice F'r1r rnnk AprCn�,g gpm was aopplG'1 ng the 9yateA I'a H, t III if o,rmp gtdtlnn waa ol,P rat In 1 'oo era It at U '�indr-orrrHills a, prrtatinr, a[ M[. Olivet and 9 lump star '! no respectively e7 -ire 'res^ure of ws . 20 psis rompuced ua Lnp n residual The Clfy war, c' system w.as recently 1ntPrrL with the 1 and "kwila water evstesw, A meetltrlt was he l.? interties ca,a Cities of Rent ? hilir to anppJY the Cityof R�„ to evaluate the sucFr as n fire, The co he " ,ton durtn an siiouid not to f ths' meet In g urgency na3ydor slncc' they he ,,,,P $ was that the fnterties supply t.d on any of Che threeycttf can rnterrupriblo a termination• Quote of The inrertlea were therefore no[lr'u ri day notice of range plannanA of the system teat inc included in the ion„ t7 encles. lnrl.uslon of the 1 included only for short to Mesnu that t' ntcrcle< in the ion , e10f{A- j th ,'' �,a"'datheny system would be developed hamedgnnpusingnthese^ess it ..., i,•s Possibly, [ have them available would leave 5 i.:h inadequata (ire prot,•ctlon. The CAI °red f:ire la al— flows .ore shown 1n Figure 1 The hydrant number a y ,,.�.,, or refs ren,n to the following discussion of results. 1 The a(71np, th"fhifrth a Ri rP 0e tartmenC the static Pressure is ZO pet . Rec„unfrl ' "ph that some flow �v'd occur, ar,d ch<_ residual were to open this hydrant,h i•rw ::f F S '•'e therof , Llessure would Se su .: "Icmlated the fire flow s . Peres:r�l ! - .rr and the fire flew capaili[ based b on a 10 psi f3rdraat 2 Y talcnl bated was 577 gpm. <: +s slall.ar to I."Irant I f❑. that tenth hydrants are r ei 'at`iox! t hyd inn feer: of A loth diameter 1 supplied q elesvn L.l ors to hydrant ' is si•r�nr antlalCy pipe. However. the } _ the Ore 830 r than at h fl pv nt ,rci Is -, xin:,},le ato'0 sad residual rpresaure� r r { A AI. , .. l' . �,,. ..� .. . '�,. ;r�t g y+pp a `'` �`- y. � ' � .. r 1 Yam,.., Z� E .-... �,r .. � r i 4 ullq�+- . t i i) 1 � i � \..A._�_. ..' _ 1 r 1 1 R lam. 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TS l pasndml s"y pale ai . uJ sll.Udd..l•r:rap luaaal a"" efsl.f eue 4ol paT�afam ELM dl T;) ayl So u:,f loax aryu„ -mals6s lIF3 ayl III sluejpdy as FS c'41 Sa ylano: auo AT a71'aa;.a;addu 1e 0a sa DoidJ?U os-u aaTS auT3sTxa 8uy...No dear a,AIT7 a43 'snflrndn To aoaanac' 8u To8-uo ay1 Sn 3lud se Pc14npuoa alan :a::: fr'ui jsa4y -tsesma.3au alayn AllllgPdea noTJ .,TJ a43 enoaduT .Jl ountlrpuawi:a.);,a 1411n paptnoid note 91 sllnmaa sas.(feuv alf'l Tn u;:tsatn;)e y. v •lzodau s F47 uF Pa3u15 etialf" ayl llufun paluJ la aaan s•+Tt1lFycrlx.� mot, aaTS asayi 'Pa1ou vu 1Jaa)(a (Tsd) aronbo a ;r, ,I un„d (3 It. samssaid f,;,p Tsaa pu (mr.J) alr:nfm .lad vautte8 ur Slilm) lui xc;1J t ay1 411n ' I a.3ny Jd of r.nvys ;,}1: sas�l t? )u7 S.: e.31.i� ,1 •m 1'lUfl ' ^179 ulaylnus ay1 Avau .;uolxeuof 3ua1..J., fP e Mu 1 d x., ac lx.al 7r iS JJ1 a.ctS j S 4 FS J 'Ertl fgr..xa dfudn t) lol('•f -0q3 .ra.y.xcuwn; cJc,L l s)yf, i ay3 iBau al" tr Aufl"lS °J A1ft6 d ' n' J.• f 41nvq 14" 1I - L`::b;1.8'iddxi 71y1J R, LL ..'. Ll1] I w i I "Z I r_ 1 ~ 'M N , I r I 1 I 1 3 _ ♦ I � � N r I I ♦ p ( I 1 d) I - "•^ z j � l--I- �. I yam? � er_�e.. 7 ,� RO ` -,- _ t 'PROX GASO L.F of l(b D.I. (TJ ' WATER MAIN 1 R. I I [ � I � M i ' I EXHIBIT �� 13" w cc y -"�1�, t t f f A 6 1 a f< � Y 1 16 Cc l ♦{, T t. _. 'V: �, ♦� - 1 t .,` J, a: In - A '• �c •� +�. ... t �LbG.yLIJM rt ^� Cr.�.--��..•� �f Y _. � �' +►, �� �r v�, TALBOT % INSTALL AP, ♦ r CL. 51 , Al i i r I FUTURE GROUND LEVEL RESERVOIR SITE 'w APPROX• 1,600 L.F . 52 WATERMAIN N 9�te p,JE•5" � W r r ... 2' TALBOT 17/ -I P4n0 ix•• 1 _ *r cr 2+ F- PROP. iz• I I _ �o' J'� R t I, INSTALL APPROX. 1,800 L.F ��- " D.I. (TJ.) C1. 52 1WATERMAIN 1 n, h _ (POSED PUMP 5TATION SITE -� EXHIBIT �A" F Project 1 , INSTAII of I2" D.I. (7 J.) Cl .may. Y �= TALBOT ROAD S. �• vi j >a, ,t yJlJ Project III , INSTALL APPROX. 3,100 LT of IZ" D.I. (T.J.) Cl. 52 WA1 ERMAIN Pro jee` Of 12 ------ Prop. Developer Extens��ng Ex '2" WatermQons PRC �� l:it, ProP. W4�e:Math �xtenston5 .t ' 2 3. The acquisition of a reservoir site for the 350' zone. Estimated cost $10,000.00. fio be paid for from the 1975 W & S Construction Bond Project 013 Talbot Hill Water System Improvement. 4. Permission to select a consulting engineer to asign the necessary water mains to interne the existing water system with ✓ the proposed 350' zone system, as well as acquire any easements as may be necessary for installation. a) 12" water main from SW 43rd 3trevt to s,ith and then to Talbot Road (see attached Exhibit A and project I). Estimated ✓ ' t+x.. cost $43,200.00. To be T i paid for from the 1975 W & S Conatruc- Lion Bond Project d13 Talbot Hill Water System Improvement. F b) Replacement of existing 6" O.D. steel wate_ main in 98th Ave. South and South 177th Street from Carr Road South to Talbot ✓ � " r Road (see attached Exhibit A and project II). Eatimated cost $38,400.00. To be paid for from the 1975 W & S Construc- tion Bond Project #17 Steel Hain Replacement. c) Install 12" watermain in Talbot Road South from South 177th Street to South 31st Street (see attached Exhibit A and project III). Estimated cost $74,400.00. To be paid for from the 1975 W & S Construction Bond Project #13 Talbot Hill Water System Improvement and Project 89 install 16" watermain from SW 43rd Street to Talbot Reservoir. (NOTE: This main should be designed and constructed in conjunction .-ith the following described 1975 W & S Construc- tion Bond Project B9 install 16" watermain from SW Ord Street to Talbot Reservoir.) 5. Permission to select a consulting engineer to design the necessary watermain to replace the existing 20" STL and transite watermain in Talbot Road South from South 177th Street to South 19th Strew with a 16" V.I. watermain. Estimated cost $212,800.00. To be for from the 1975 W 6 S Construction Bond Project #9 install 16' watermain from SW Ord Street to Talbot Reservoit. 6. Permission to establish a benefit area for the aforedescribed projects and establish a methodology of assessment to be paid for by special assessment at time of connection. The above projects are estimated to cost $493,800.00. Unrelated t6lthe above projects e'\the following requeAc Permission isr rer,ested/'to -lect a consult g engineer to design and have constructed a 24" Ovate in in Burnett Ave/South between South 7,fb Street to South 5th Street , see attached Exh161't Q. This main shoul be constructed in eonjupctior with the Bum c Ave. Park, The es ted cost ,for this project is $00,000.00. This wour be paid from\the i975 W & S Construction Project A14 install 24" watermain 17 Burnett Ave. from South 2nd Street to Rolling Hills Place. ;'A REPORT Ol: SOUTH TALBOT HILL VATFR SYSTEM RE: B. G. Morrison'a request for Ovate- service at the Valley Medical ntal Center The aforedescribed property is in an area where very poor fire flow capability t is presently available. A recent analysis of the fire flow capability in this area prepared by RH2 Engineering shows that the property has only 577 GPM @ 20 PS! available. This area should be upgraded to serve the existing needs of the area as well as future needs, such as expansion of the hospital. Attached herewith is a copy of a water supply study of the South Talbot Hill area prepared by Garduer Engineers in which the aforementioned property is -X, situated. Some of the recommendations of this report are as follows: '1 ' 1. Extend the existing 350' zone southward from Talbot Hill area to serve the Valley General Hospital area. This zone is presently served by the Rolling Hills 590' zone via pressure reducing valves and a small capacity variable speed pump for domestic use only in the new Talbot Hill pump station. 2. Construct a pump station in the Valley General Hospital area to serve fire flows to this zone from the main dow•town grid system at SW 43rd Street. 3. Install water mains to intertie the existing water system with the proposed 350' zone. 4. In the future, build a reservoir to serve this 350' zone as well as construction of lnterties with Water District 058, 5. The final recommendation was that the areas presently undeveloped and deriving benefit from the construction of a Pump station and the water lines be assessed an additional square foot assessment as well as front footage assessment to defray the costs of construction. mi.r�5 AC this time the Public Works Department rertcn.srquesF—ya+r concurrence of this study and the follajing recommendations,iad-cegywaiw" "he acquisition of a pump station Estimated cost S5,000.00. 'Lo be paid for from the 1975 W ' uw:tiou Bond Project #13 3'albot Hill Water System Imper 7. Permission to select a consulti-i w design the proposed pump station and proceed with con A. Estimated cost G $110,000.00. To be paid for from tho '175 W 6 S Construction Bond Prolc�� 013 Talbot Hill Water System Improvement.