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HomeMy WebLinkAboutWTR2700366 SR 169 - MAPLE VALLEY HWY � � W-3 6 6 The State agrees to provide all construction engineering, supervision and inspection required to complete the adi,stment of the UtlIity's facilities. II LEGAL RELATIONS The Utility agrees to hold the State harmless from any and all costs, claims, demands and obligations of whatsoever narure arising by reason of this Agreement on the part of the Utility. No liability shall attach to the State by reason of ence,ing Into this Agreement except as expressly provided herein. The Utility hereby grams and conveys to the State the right of entry upor all lend NrJch the Utility has Interest, within the right-of-way of the highway, for the purpose of Improving and/or constructing said highway. The Utility agrees to assume full responsibility for ti-e continued mainterance of the relocated facilities. 4 IN WITNESS WHEREOF, the Parties hereto have execute: this agreement as of the day r and year first above written. ,>v CITY nF RENTON Approved as to forr, s _d4y of :cv er :g7,! 0y �.. • � • S v Atfor ey -� �_r�J'(dL6�.Ld�(C1 i City C1erk Approved as tc form: ' � �,ti. rf, ^ , ig��� STATE Of WPSHINGTO14 41dWASHINGTON STATE HIGHWAY COHHISSION NY_I A1J� ,/ wf' I .tent Attorney bantral � ASSIST1Di D! TOA APILYNIYG M5EMICEI "D 6UTZ AID I GENfRAI In accordance with the current State of Ho .r•.u�atun St,,w-,rd Specif!catlons for Road and Bridge Construction, and adopted design standards, unless otherwise noted, the State will furnish all labor, materials, equipment and tools required for and do all stork In re,wving and/or relocating all of the utility facilities in accordance with and as shown on plans and usrked exhibits attached hereto and by this reference made a part of this agreement, and agrees to assume the cost for the Item work as outlined in the estimate of cost. The Statt's liability under this section shall be contingent upon receiving satisfactory and accer-able bids on the proposed improvement and the subsequent awerd and execution of the r . itract therefor. Bureau of Public Roads' Policy and Procedure Memorandum 3U-4 and amendment•, thereto, det• .mine and establish the definitions and applicable standards for this agreement and payraun• htreunfer, and said inetmrhnda are incorporated hereby and mace a part of this agreement for all intents and purposes as if fully set forth herein, The Utility hereby approves the plans and specifications for the accomplishment of the descried adjustment and agrees, upon the satisfactory completion of the work involved, to deliver a letter of acceptance of the completed work which shall include a reltase and waiver of all future claims or demands of any nature resulting from the performance of the work under this agreement. The Utility may, if It desires, furnish or. inspector to Insure proper compliance with the Utility requirement,. during installation and adjustment of their facilities. Such Inspection costs will be borne by the Utility. The State shall notify the Utility prior to the commencement of the work on the Utility's facility. The Utility agrees that its Ini.pection of thr work shall br done In such a manner as not to delay the State's Contractor In maintaining his constructing schedule. 2 GC s 2 K U 3oiU-7Z cc caatrel 9�_ ?MIS AGREVIENT, made and entered Into this day of between the State of Wash;ngtun, aCtin.y through the t;a,hington State H;y .dy Lunmissun and the Director of Highways, by virtue of RCW chapter 47.12, hereinafte, called the Z055 herrinn(ter c..11 ed the 'State,, and City of Rcnton, Llty Hall, Renton, '.fasl ;ngtoo 5 , "Utility"; f iew •3 MdEREAS, the State is P!anOing the can>truction br irnproven,tnt of SR-1 .'>. t la P uu to SR 405, and in connection therewith it is necessary to re",-c ane/or relucute or construct certair utility facilities As set forth in the attached plans, dnC marked Exhibit "D" and by this reference mine d Part hereof; udc WHEREAS, it ;s deemed to be in the best public lnteres[ for the State ac i��les r,e necessary Items of work for relewicing end constructing the Utility's facilities ;n the State's construction contract Preposeo for the iniprevements of thi -. sec'lon of :rate eighway, with the ;,greed stipulation teat , credit is due for the value of the t<n;red servirt life of the facility being replaced due to the cer•tructlan of the repircen.er.t facility, and WHEREAS, the Utility has a ,orwcns:.lie interest 1n Its facilities ar.d riSnt of w„y by virtue of being municipally cv'oed and vptrattd and exist on a State y within tPr eorporete il:a;ts of said city, and the State is obliga wd to re;sabufse t the he Utt ;ity for the lucatinn of ihete facilities, and th ro e Utility Is c!•! iceted for the cost of t. 1 re!Gcution required for fact "tics not 4:� Utility strtcts or private Licht of way. Iir,W THEREFORE, In consldtfction of the terms, cordi tiuns, eove+•ents and yerfermance t.onta!rrd hcreln, or attached and incorporated and m.••dr a part hrrcof, fl IS 4UTUAlLY ACP.Ef.D As. fOLLnrlS: 1 , rI t. i I l�' U' 7u BEGINNING OF FILE FILE TITLE I r EXHIBIT "A" (continued) ITEM UNIT 4" Cast Iron Water Pipe Per Lineal Foot 6" Cast Iron Water Pape Per Lineal Foot 8" Ductile Iron '.later Pipe (Cl. 2) Per Lineal Foot 8" Ductile Iron We.er Pipe (Cl. 3) Per Linea! Foot 12" Ductile !ron Water Pipe (Cl. 2) Per Lineal Foot 12" Ductile Iron Water : ipe (Cl. 3) Per Lineal Foot 16" Ductile Iron Water Pipe (Cl. 3) Per Lineal Foot 4" Gate Valve and Valve Box Per Each 6" Gate Valve and Valve Box Per Each 8" Gate Valve and Valve Box Per Each 12" Gate Valve and Concrete Vault Per Each 16" Gate Valve and Concrete Vault Per Each 5" MVO Fire Hydrants Per Each "Removing and Resetting Fire HydrantsJ' Per Each 2" Blow-Off Assembly Per Each Air Vac Assembly Per Each Reaove and Reic Late Water Meters Per Each INSp=CTION OF WATER LINES The City of Renton may at any time inspect the water line construction for the purpose of dete-mining that the work is being performed in accordance with the plans. The Contractor will be required to notify the Utility (City of Renton) at leapt 24 hours, in advance of any shut down or Interruption of service on tF.e water line. The Contractor shall notify the Engineer in writing when the city water facilities and other adjv�troents are complete and ready for backf illinq. The Engineer, together with the authorized representative Of the City, will make final inspection of the work within 5 working days after receipt of the notification of completion. 12 ti r EXHIBIT "A" continued) All fire hydrants, tees, bends, and plugs shall be adequately blocked with poured concrete block,, cast In rlac� and have a minimum of 1/4 square foot bearing against the fitting and 2 square feet bearing areas against undisturbed soil . Blocking shall bear against fittings only and shall be clear of joints so as to permit subsequent taking up or dismantling of joints. F r-. hydrants shall be tied to the hydrant tee with tie rods where other than all flanged fittings are used. The unit contract price per each for "Removing and Resetting Fire Hydrants," per cubic yard for "Structure Excava.ion Class B ' and per linear foot for ' Cast Iron Water Pipe 6-inch Diameter," shall be full compensation for furnishing the pipes and fittings for the complete installation and shall include removing and resetting fire hydrants and valve boxes and also including all costs for laying and jointing of the pipes and fittings, blocking, testing, flushing and disinfection of the water Imes as :ierein specified ane as shown on the plans. Removal of existing fire hydrants when the new water system is put into service, the existing fire hydrants will be reroved and salvaged by the City of Renton. The Contractor will notify the City of Renton 48 hours prior to the need for the removal of the fire hydrants. WATFR SERVICES The existing water services shall remain in service during construction of th, a water main and until final acceptance of the required tests on the new main, Upon final acceptance of the new main, the existing services will be reinstalled G. tapped into the new, main and the meter 4oxas relocated where necessary, or as directed by the Engineer. They shall be installed as per the City of Penton wat, service specifications as bound In this document. PARTIAL FURNISHING AND REINSTALLATION OF EXISTING WATER SERVICES The furnishing of the fittings and pipe necessary, and the reinstallation of the existing water services shall be paid for at the applicable unit price for each, In place, complete, which shall constitute full compensation f,)r the individual water service as detailed on the i e. e,t t;;-z .and Ir ,i•h ail manif a; .. 'r to „.. water s-- ^ The unit price bi: shall include all cots to make the connection to t..e water main, furnish and install the water service, and connect to the -xistinq water meter. The unit price bid also includes all costs to adjust the existing water meter, as required, PAYMENT All costs and expense Invol.ed in performing the work involved in furnishing ail labor, materials except as outlined herein, tools and equipment necessary and/or Incidental to the construction and installation of the complete and operable water system In a�.cord-rote with the attached plans, these special provisions and the standard specifications shall be included in the unit contract prices for: f I F%HIRIT "A" Yconcinoed) All fire hydrants, tees, bends, and plugs shall be adequately blocked with poured concrete blocks cast in place and have a minimum of 1/4 square foot bearing against the fitting and 2 square feet bearing areas against undisturbed soil. Blocking shall bear against fittings only and shall be clear of Joints so as to permit subsequent taking up or dismantling o` joints. Fire hydrants shall be tied to the hydrant tee with tie rods where other than all flanged fittings are used. The unit contract price per each for "Removing and Resetting Fire Hydrants," per cubic yard for "Structure Excavatio^ Class B" and per linear foot for "Cast Iron Water Pipe 6-Inch Diameter," snall be full compensation for furnishing the pipes and fittings for the complete installation and shall include removing and resetting fire hydrants .,nd valve boxes and alsr including all costs for laying and Jointing of the pipes and fittings, blocking, testing, flushing and disinfection of the water lines as herein specified and as shown on the plans. Removal of existing fire hydrants when the new water system is put Into service, the existing fire hydrants will be rer.:aved and salvaged by the City of Renton. The Contractor will notify the City of Renton 48 hours pries- to the need for the removal of the fire hydrants. WATER SFRVICFS The existing eater services shall re-ain in service during construction of the new water main and until final acceptance of the required tests on the new main. Upon final acceptance of the new main, the existing services will be reinstarled or tapped into the new rain and the meter boxes relocated -.,here necessary, or as directed by the Engineer. They shall ve installed as pm:r the City of Renton water service specifications as bound in this document. PARTIAL FORNISHIN, AND REINSTALLATIO'1 OF EXISTING WATER SE?VICES The furnishing of the fittings and pipe necessary, and the reinstallation of the existing water services shall be paid for it the applicable unit price for each, Jr. place, complete, which shall constitute full co .ensation for the Individual water service as detailed on thn niar, end in r^r --= "i", net mrnjfdrtu-e- ;tai :ztic t _ wate- sc-11ce .. The unit price bip shall jncicce all costs to crake the connection to .:.e water main, furnish and install the water service, and connect to the existing water meter. The ur't price bid also includes all costs to adjust the existing water meter, as required. PAYMENT All costs and expense Involved in performing the work 'nvolved in furnishing all labor, materials except as outlined herein, tools and equipment necessary and/or Incidental .o the construction and Installation of the complete and operable water system in accordance with the attached plans, tf:ese special p, lisions aM the standard specifications shall be included in the unit contract prices for: I EXHIBIT "A" continued Gate Valves Gate va'-'e assemblies shall be measured and paid for at the applicable unit price per eac., in olace, cor.olete, which shall constitutc full compensation for valve, bypass valve, concrete vault, and all other necessary accessories for a complete Installation. Fir! HYd ra nt_ F(re hydrants assemblies shall be measured and paid for at the applicable unit price per each, in place, corplete, which shall constitute full compensation for tee, valve, .,aive box, spool , fire hydrant, shackling, installation of blocking, bracing drains, fittings, fir, hydrant guard posts and all other necessary accessories for a complete installation. 2-inch Blow:Gtf Asserbly 91pw-off assemblies shall be paid far at the applicable unit p e per each, In place corplete, which shall constitute full compensation for plu, or cap tapped 2-Inch, 2-in,.h galvanized iron pipe, 2-inch rate valve, valve box, 2-inch galvanized 90 degree bend with 1/4-inch drain hole, 2-inch x 2 I/2-inch ^dapter (IPTX Hose) with cap and chain, and meter box, and all other necessary accessories for a complete Installation, Ali end Vav,-im Valve The Contractor will construct an air And vacuum valve that shall meet the requirements as set forth, and where shown in the plans, or as directed by the engineer. Water tine ErcavPt'on Excavation for the construction of all water line installations and relocations shtlt be paid at the unit contract price per r_i„ yd. for "Stru re Excavation Class all In accordance with the provisions of Section 2-09 of t • Standard Specifica- tions. Ba'.krl ' Before backfilling a test shall be rade with pipe, joints, fittings, and valves exposed for inspection in accordance with the section titled "Testing' . The bac ktiliinq of an open trench is covered In other paragraphs of these Special Provisions, and Section 7-02.30) o: the Standard Specifications. R emovinq and RPsettinq Fire Hydrants Where shown on the plans or where directed by the Engineer, existing fire hydrants Shoji be remved and reset and other work performed as specified under "General Description." 10 EXHIBIT "A" �ont 17j-edj TESTING General iydrostatic pressure and leakage tests on the new pipeline •F.:.li be made In accordance with applicable provisions of ASldA Cb00-54T or C603-64T and Section 74 of the A.P.W.n. Standard Specifications, except as modified herein. All equipment necessary to make the tests shall be furnished by the Contractor and the Contractor shall conduct all tests under the supervision of the Engineer. Pressure Test Prior to acceptance of the system, the Installation shall be Subjected to a hydrostatic pressure test of 250 psi , and any leaks or imperfectio.is developing under said pressure shall be remedied by the Contractor before final acceptance of the system. The Contractor shill provide ail necessary equipment and shall perform all work connected with the tests and conduct said tests in the presence of a Utilities Department Inspector. Insofar as practical , tests shall be made with pipe Joints, fittings and valves exposed for inspection. Leakage Tests leakage tests shalt be male after the pressure test has been satisfactorily completed on the new oipeline or concurrently with the pressure test. Tne hydrostatic pressure for the leakage test shall be equal to 100 psi. DISINFECTION Disinfection of the raw water system shall be required prior to completion of the project and shall be in accordance with A*WA specification C601-54 and Section 74 of the A.P.W.A. Standard Specifications and shall meet the acceptance of the State of Washington Department of health. The initial concentration of cholorinq in the line shall be 50 parts per million and this solution shall be held for a period cf 21, hou•s. Disinfection 0% the ertir,i •iat^.r syst-m installed or contract, irciudira ride, ^Sae Litt''l-s, Delves and ail:rtCnb n- ro-fort^ with the ;Peci! icati' n ::ate' ner✓in. MEA5J4EneNT General Unit or lump sum bid prices for all items shall include all costs for labor, equip- m nt, material, testing, relocation and modifications to existing utilitie' , and all incidentals necessary to ❑ake the installation cumplete and operable. Water Pipe The price par linear foot for furnishing and installina of water pipe, size and quantity listed in the bid schejule, shall constitute full compensation for the water line, In place, Including; pipe, pipe tayinq and jointing; pipe blocking one bracing, fittings; removal of existiny piping; and connections to existing piping, 9 a �, EXHIBIT "A" continued The Contractor shall be responsible for the protection of all existing piping and appurtenances cir!nq construction, and shall take care not to domage them or their protective coatings or impair the operation of the existing system in any way. Valves end Valve Cha-bers valve installation shall be In accordance with Section 75 of the A.P.W.A. Standard Specifications except as modified herein Six Inch and 8-inch Gate Valves shall Include an 8-inch x 24-inch cast Iron gate valve box and extensions if required by the City Engineer. The 12-Inch gate valve assembly shall Include: 12-Inch Gate Valve (M,1 x MJ) , 2-Inch Bypass Valve Assembly, and a precast concrete vault. The City of Renton Standard Detail for "Precast 12-inch Gate Valve Chamber" and 2-inch bypass assewbiy are bound in these specifications. Valve chambers shall be In accordance with Section 76 of the A.P.W.A. Standard Specification; except as modified by details bound in these specifications. All valves shall have concrete valve markers with distances clearly market as required by the Engineer. Fire Hvdrant A_•se.m* llas Fire Hydrant Assembly Installation shad be in accordance with Section 77 of the A.P.W.A.. Standard Specifications. The. Fire Hydrant Assembly shall 'nclude: 12-Inch x 6-Inch C.I. Tee (Md x FL) , 6-inch Gate Valve (FL A MJ) , 6-Inch C.I. Pipe Spool (PE x PE) , 5-inch tiVO Fire Hyc-ant IMJ Connection) , 8-Inch x 24-Inch C.I. Gate Valve Box, and 3/4-Inch Shackle a-" with Accessories, and hydrant extension whale called for by the Engineer. Fire hydrant g�c post shall be installed where deemed necessa r kv t'' _ C;tv Frzlr-«r, and/or shown on tee constr.ct,n, >!ars. Zit o" nento _t.. hydrant asse-,ply ant nydra,� yu•-G bo. :r.tzt s-ez 2-Inch Rlow-Off Gs54rblies (later main blow-off assemblies shall be constructed as shown on City of Renton 'Standard Detail for 2-Inch Blow-Off Assembly" As bound In these specifications. Galvanized steel pipe and fittings ;hall conform to the requirements in Section 72, of the A.P.W.A. Specifications. The Gat- Valve and L.I . Plug shall conform to the nppllcable specifications bound In this docu-ent. Concrete Blocking All tees, ben4s, and plugs shall be adeouately blocked with concrete class C poured in place. Blocking shall bear against fittings only and shall he clear of ;pin-s to permit taking up or dlsmantlinq the joint. All cost for furnishinq and placin4, the blocking shall be considered incidental to the water line construction. The City of Renton Standard Detail for gererai blocking is bound in these specifications- 8 EXHIBIT "A" Zcontinued) The errrv,: ,ei>th of cover for the water main shall be 44eet C-inches and the , trench width shall be no greater than 36-inches except at valve chamber locations. i� and Jointing Ductile iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged cordition. particular care shall be token not to injure the, pipe lining and coating. Cutting of pipe st.all be done in a neat, workmanlike manner with an approved type mechanical cutter without damage to the pipe. Jointing shall be accomplished In accordance with manufacturer's recommendations. Sends and Curves Deflection from straight line and grade, as t„quired by vertical curves, horizontal curves and offsets shall not exceed tte maximum deflection per joint as recommended by the pipe manufacturer. If the alignment requires deflection In excess of the maximum recommended, Special bends er a sufficient number of shorter lengths of pipe shall be used to provide aeguler deflections within the limits set forth. Seclal Anchorane All free ends, bends, tees, laterals and any change in direction of piping shall be adequately braced and blocked to prevent movement from thrust by use of concrete thrust blocks, tic rods and Joint harnesses, Concrete thrust blocks most be poured against undisturbed ground. Thrust blocks shall be provided at all changes in dir^ction of piping. In addition, all joints at bends or changes in direction, to a point at least three joints beyond the tangent point on either side of the bend, Shall be provided with a positive locking device to prevent separation of the Joint under full test pressure. The lock Ing ray be occomplished by use of tie rods and joint harness, subject to the prior approval of the Engineer. After the pipe has been Joined, aligned and permanently bedded, the joints shall be drawn up to assure permanent water.t irntness but rot :d tis t as to prevent flexi^ some move-ent .Buse: dy viorat,on,. , ..rpar .�nn a., Crn:raccia^�. Connection, to Eristinn piad andnd0r'::ct,�=ens d on the he Connections onnectio a><SstingLpiping,Ing idim nsions are iandeelevationsrtoiassureTproperLfittor must verify all The Cnntractor must also provide any adapters, nipples or other specials required to make a satisfactory connectio". The City of Renton Utilities contartmentactors shall make. connection to existing mains at Crntrastor's expense. e also be required to assist the Sity ferces with the connections as directed by the engineer. 7 1 EXHIBIT "A" (continued) Gate Vsive 16" The gate valve shall be of tensile strength cast Iron, iron-rising stem, full bronze mounted with double disc gates, All valves shall he designed for a minimum water operating pressure of one hundred fifty (15C) pounds per square Inch end shall conform to AWWA Specification C-500-61 , and any subsequent modification thereof. The gate valve shall be for horizontal installation or horizontal pipe. The valves shall be equipped with bypa•:s valves, enclosed bevel aearing and grease case, tracks, rollers, scrappers, and a standard souare operating nut which shall open by turning counter clockwise (left). The bypass valve shall conform to the specifications for 3" thru 12" Gate Valves, Klre Hydrants (Traditional St�•le Fire Hydrants shall be Core/ Type (opening with the Dressure) conforming to AWWA C-502-64 with a 6-inch inlet and a minimum H.V.O. of 5-Inch, Two 2 1/2-inch hose nozzles with National Standard 7 1/2 threaus per Inch and one 4-inch pumper nozzle Mith the new Seattle Pattern 6 threads per inch, 60OV, threads, O.D. thread-4.875 and root diameter-4.6263, 1 1/4 inch pentagon operating nut and opening by turning counter clockwise (leftl. Hydrants shall be constructed with mechanical joint con- nectiors unless otherwise specified in bid proposal description. Fire hydrants shall he of Traffic Type and provision shall be made for drainage of barrel to protect units from freezing. Fire hydrants shall be such length as to be suitable for installation with cornections to plpin^ In trenches ;-feet 6-inches deep unless otherwise specified. Fire hydrants shall be IC,JA or approved equal. Approval must be obtained prior to bid opening, Pipe Fittings Cast I•on pipe fittings 4-inch thru 12-Inch shall be Class 250, as per ASA Specifica- tion A21.10-1964 (AWWA CIIo-64). Joints for fittings shall be mechanical Joint as per ASA Specification A21.11-1964 (AWWA C111-64) . The above shall cold true uh'ess called out of �r, ;se o, the - - - P'oposal. Other materials o6 ouncrntc, etc. -e•.:irr, s +s, o-r-. to PIPE .NSTALLATIGN General Pipe installation shall he In accordance with Section 74 of the A.P.W.A. Standard Specifications, eacept as modified herein. All b„rled pipe shell be laid upon prepared foundation or bedding material so that the 1•ottom quadrant is uniformly supported throughout Its entire length, as specified In Section TRENCH FXCA'VATIIN, BFDDING AND SACKFILL. 6 � F 2 M BIT 'W' conItinued One type of pipe as indicated below .All be corsidered for this project. All pipe shall be fabricated to fit the plan and profile shorn on the. drawings. One type of pipe shall be used throughout the entire ;roject e.<cept as necessary to match existing piping. Where relocation of or replacement of existing piping Is necessary during construction, material• used shali match the existing, subject to the approval of the Engineer. All pipe, valves, fittings and specials shall be fcr a minimum water working pressure of 150 psi , and •hall conform to the requirements of the applicable sections of the A.P.W.A. Standard Specifications, as modified herein. Ductile Iron Pipe Ductile iron Pipe shall conform to ASA Specification A21.51-1965 (AWWA C151-65) Grade 60-42-10. Ductile Iron Pipe shall be cent$) lined 411 r a 12Sealed pipe In accll ord ace with ASAnt Spr';Ifl- cation A21.4-i4 (AWWA C104-64) , The pipe joints shall conform to ASA Specification A21.11-1964 (AWWA Clll-4). Pipe joints shall be rubber gasketed p.;sf-on and/or Mecfsnical as required by the old proposal description. Pipe thickness class shall be as required by the bid proposal description. Last Iron Fide Cost Iron Pipe 41, thru 12" shall ,onform to ASA Speclfication A21,6-1970 (AWWA C106-70) and/or A21.8-1970 (AWWA CIOB-1970) and sfa ll be thickness Class 22 designed to ASA Specification A21 .1 method of design using iamodulus od fus of pe shall Lbeudesre of 45,for000 PSI and,'kina tensile streigth of 2) ,000 PSI - cast pressure 0 thru 300 PSI for laying condition S and 5 feet of cover. All cost iron pipe shall be cement lined and sealed in accordance with ASA Specifics- Lion A21 .4-i9;4 iAWWA C1(j444) , 4" tnru 12" pipe shall be 1/1�." c.• " ' '"` The o-oc 'cint•. sr.Aii CJ* -,;n andlo hen^ani eel as el,,; re %Y the joints s r.alI be Pus :i Get* Valve' thro 12" sing stem, full bronre mounted with double Gate valves shall be cast Iron body, non-ri disc gates. All valves shalt be designed for a minimum teeter operating pressure of two hundred (200) pounds per square inch and shall conform to AWwA Specification C-500-61 and any subsequent mooSquare on thereof' Eaandch vshall open by talve shall he urning type.type, provided with a standard valves shslltbe�lOWA�list 14, or Mueller A-2}BD. counter clockwise (left). The 5 EXHIBIT "A" continued ADJUSTING MANNGLES Where shown on the plans, or where dire^ted by the Engineer, the Contracttr will adjust existingl nalholas to the grade of the new roadway. Riser rings will not be permitted on this project. The existing cast iron ring on the box shall :ie removed and the unit adjusted to the required height in accordance with Section 7-0;.30) of the Standard Soecifications, and in accordance with the City of Renton and/or Metro specifications. The payment of the unit contract price for Adjusting Manholes, per each, shall be full compensation for all lator, materials, tools and equipment necessary to complete the work specified herein, WATER MAIN AND APPURTENANCES Genrral Descrlptio,t The work involved under "As portion of the project consists of 'urnishing and Installing 4-Inch diameter ca_t Iron water pipe, 6-Inch diameter cast iron rater pipe, 8-Inch diameter ductile iron waver pipe (Class 2 and 3) , 12-inch dlarvter ductile iron water pipe (Clan, 2 and 3) , 16-inch diarmtsr ductile iron water pipe (Class 3), Furnishing and in;tailinq fire hydrants, temporarily removing and resetting fire hydrants, frrnishing and installing gate valves and valve boxes, and furnishing and installing all fittings and accessories rewired for the com- pletion of the, installations. This work Is to relocate and replace existing water supply system and/or accessories of the City of henton. All water line construction shall conform to the recuironents of the Engineer, these special provisions, and the applicable portions of the standard specifications. Construction Schedile Before the beginning of construction, the Contractor, with the concurrence of the Engineer, shall prepare ♦ schedule of the work sequence in order that the water line relocation ray be acc-c"lished with a minimum of interruption or service and the least a,rount of inconvenienca. I Tree• ' - . -. � i - '. permits require' to pe n ore. toe herein dfscrinid WOf K. ' Materials Material? wed In this work shell conform to the following, or be approved by the Engineer and/or Utility. WATER MAIN PIPING uATER.IALS. VALVES, AND FITTINGS General All pipe sizes as shown on the drawings, and as specified herein, are in reference to "nominal" diameter, unless otherwl se Indicated. 4 `� 1 E%418IT 6ontimied) ITEM NO I Abandon approximately 25 L.F. 6-Inch steel water line. Install approximately 42 L.F. 8-Inch Uuctlle iron (C1 ,3) water main, one (1) 8-Inch gate valve and valve box, and appropriete appurtenances. This work to be performed at H.E.S. 1541+98. As noted on the plans, marked Exhibit "U" the State Is obligated to adjust eight (8) manholes, install two (2) moncment cases and covers, and remove and relocate approx- imately thirteen (13) water meters. SALVALE Any material removed and Is deemed to be salvageable shall be reclaimed or disposed of by the Utility and shall be credited to the State in accoroance with Bureau of Public Roads' Policy and Procedure MenoranGum 30-4. 9ETTEP."ENT5 The adjustment of the Utility's facilitirs, as required herein, constitute a betterment as defined in Bureau of Public Roads' Policy and Procedure Remorandum 30-4 and Is Included in the estimate of cost. PROTECTION OF UTILITIES The location of existing utilities, as shown and noted on the plans, may not to complete. Any nt these faciliti►s this, are In conflict with this project and are i.ot Include9 in the utility reconstruction work specified in the plans will Le removed and relocated by the Utility Company involved at no colt to the Constructor. The Contractor shall use care In his operations in the vicinity of the existing utilities, and any damage to the utilities due to the Contractor's operations will bo r. d by the Utility Companies at the Contractor's expense. No additional c^^ ensatlon will be rad* b,, reason of an,, delav other o,^rase to the tontractnr be •^.jolt•: it .... . . .. . _a . - _ ,�.: rq . There is an existing 12-Inch water line on icft of the existing pavement from Station 1499400 to Station 1550+11. This water line will remain in service until the 12-inch water line, being constructed on this project and covered elsewhere in these specifl- cations, fas been constructed and put In service. When excavatinq near the 47-Inch Municipality of Metropolitan Seattle Sanitary ;ewer Line (hrrearter referred to as Metro), as shown on the plans, the Contractor at all times will protect the sewer line with shoring or any other method that has been approved by the Engineer, The City of Penton will be In the process of constructing a 12-Inch water line from Station 1471+00 to Station 1499+00 on the left. This construction will be done it, conjunction with the progress of this project. The Contractor should coordinate with the City of Penton on the above-mentioned water line. 3 c EXHIBIT "A" (roiit i nued) ITFM NO,Z Abandon approximately 1 ,325 L.F. ' 2-inch steel water main, install approximately 1,325 L.F. 12-inch Ductile Iron (C1.2) water rrain herr�en H.E.S. 1523+00 and M.E.S. 1536+25. Install one (1) 12-inch gate valve and concrete vault and appro- priate appurtenances, ITEM NO, 8 Abandon approximately 75 L.F. 6-Inch steel water line. install approximately 85 L.F. 8-inch Ductile iron (C1,3) water rain, one (I) 8-inch gate valve and valve box, one (1) 6-inch gate valve and valve box and appropriate appurtenances. This work to be performed or, Road approach E. ITEM NO. Install a�.proximateiv 68 L.F. 8-Inch Ductile Iron (C1.3) water main, one (1) 8-Inch gate valve and valve box, one (1) 6-inch gate valve and valve box, one (1) 5-inch MVO fire hydrant a:sambly and appropriate appurtenances. This work to be performed of approximately H.E.S. 1532+34. IT-M NO, 10 At H.E.S. 1533+110 (W Left) remove, and reset one (I) existing fire hydrant assembly and appurtenances. Install approximately 17 L.F. 6-incn cast Iron water main. ITEM NO, 11 At H.E.S. 153h+14 (36,5'Left) remove and reset one (1) existing fire hydrant assembly. install approxinately 7 L.F. 6-Inch cast iron water main, ITEM NO, )2 Abandon aPn-c,;r 1.225 L - 0.1. •C1. - . .. .. - , . and concrete vault , and op:oprr a:+ ITEM NO, 13 (Be:terrent) Install appro. riiteiy 131 L.F. 16-inch Ductile Iron (C1.3) water "In as a hetterment Between H.L.S. 1543+95 and 1550+34. Install one (1) 16" gate valve and concrete vault, and appropriate appurtenances. As indicated on the plan, Exhibit "0", the City of Renton shall furnish certain fittlnis, etc, for installation. ITEM NO, 14 Install approximately 70 L.F. 6-Inch r,rtlle Iron (C1,3) water main, one (1) 8-inch gate valve and valve box, one (1) 6-,.-ch gate valve and valve box, one (1) 5-Inch MVO fire hydrant assembly, and appropriate appurtenances. This work to be performed at M.E.S. 1538+48. 2 EXHIBIT "A" LPECIIFICATIPNS M SPECIAL CONSIDERATIONS The wr•.rk proposed under this Aqreement contemclates the construction, adjustment and/;,r relocation of certain facilities as described herein. WORK TO DE PERFORMED BY THE STATE ITEM NO. I Abandon aporoximate.ly 1,270 L.F. 12-inch steer :rater main, install approxlr..ately 1.219 L.F. 12-inch Ductil: Iron (C1.2) water main between M.S. 1498+00 and H.E.S. 1511+50. Install approxirately 153 L.F. !2-inch Ductile Iron (CI.3) water rain, two (2) 12-inch gate valves and concrete vaults, one (1) 5-inch MV0 fire hydrant assembly, one (1) 6. inch gait valve and v.Ive box salvageiar,e (I1 existing fire hydrant, one 'i) 8-Inch gate valve and valve box, 22 L.F. 8-incn Ductile from (0.2) water main. ITEM NO. 2 Abandon approximately 240 L.F. A-inch steel water line. !nstall approximately 235 L.F. 8-inch vuctile from (C1.3) water main, one (1) 8-Inch gate valve and valve box. Ttiis work to be performed on Road Approach C. ITEM NO. Abandon approximately 1,145 L.F. 12-inch steel water ma!n. Install approximately 1,145 L.F. 12-Inch Ductile Iron (C1.2) .,ater main between M.L.S. 1511+50 and H,E.S. 1523+^0, one (i) 12-incn gate valve and concrete vault and appropriate appurtenances. ITEM NO, 4 Install approximately 310 L.F. 4-irch cast Iron water pipe, one (1) 4-Inch gate valve and valve box, and appropriate appurtenances. Install one (1) 2-inch Blow-Off Assembly. This work to be performed on the FR-2 Line. I TT EHtTy'; Install approrim:.tely 67 L.F. 8-inch Ductile iron rC1.3) water nain,aporoxi+ately 73 L.F. 8" U.I. (Ci,2) water r+alr, one (1) 8-!rich gate valve and valve box, 40 L.F. 6-Inch C.I. water pipe. one (1) 6-inch gate valve and valve boy. one (1) 5-inch MVO fire hydrant asserhly and appropriate appurtenances. Rrrove and reset one (1) existing fire hydrant assembly. This work to be performed on the FR-I Line. i fEM Nj6 Abandon approximately 75 L .F. 6-Inch steel water line, install approximately 90 L.F. 8-Inch Ductile Iron (C1.3) water main, ore (1) 3-inch gate valve and valve box, and appropriate appurtenances. The work to be performed on Frontage Road D. i F i• i i t I If •^—llJ e t l �0 . e ELEVATION VIEW PLAN Vi W (NOT TO SCALE t {NOT TO SCALE) MATERIAL LIST OM-SMITH-BLAIR 313, 12"x2" SADDLES ( I)- S 1TH-GLA R 414, 2" FLEX C:.'.: CATE VILVE (3xo) `:,) M-2"x 2v" GALV. IRON NIPPLE (b) (2)-2"x 12' GALV. WON NIPPLE (2)-2% S" GALV. IRON NIPPLE (2)-2" : .-`, MON E'O• G_ND (SxS) OR APPROVED EQUAL STANDARD DETAIL FOR 2° BYPASS ASSEMBLY FOP. 12" GATE VALVF e BEHIND CURB OR SIDEWALK I (�F)APPROX. 18-230x16' METER BOX—' 1 �. en wlr��a• ' K� (ry)VALV£ DOX `^ 1 A I J i 1/4 DRILLED HOLE C 6" -2" GALV PIPE (NOT TO SCALE) OUE ITEM ---- - BRAND AMT I DESCRIPTION A2 DBLE. STRAP SERVICE CLAMP MUELLER 1 NOTE: VALVE IRON BODY, 2 SOUARC B CORPORATION STOP MUELLER H-IOO13 I OPERATING NUT JI W GALV IRON PLAIN ELL _ 2_ 12 REO PER : JiNG)K CLOSE CALV IRON NIPPLE I ! WQ PER SW C GALV IRON ''WATER PIPE VAR_ _ M ' 2 GATE VALVE Is I, S) MUELLER A-2380-8 I SEE NOTE N 8■24' C I GATE VALVE bU OLYMPIC1 J2 W GALV IRON PLAIN ELL STANDARD DETAIL 1/4* DRILLED HOLE 1 --- - -- -S 2">t 2 1/2' ADAPTER OFT c m FOR� WITH CAP AND CHAIN _ 1- -- 2" BLOW OFF ASSEMBLY E CAST IHON METER BOX _ 6UMPiC • 5112 I . � 1 r-BACKPILL `YITii WASHED GRAVEL 24"t ��..��p� \V+pl LOCATE BEHIND CURB U V \ C OR SIDEWA.K 'A �T6M1Ty M1C�t� 9 1 B • \ N G 4 (NOT TO SCALE) COLAf ITEM BRAN) AMT 'ESCRIRTION n A 2IOBLE STRAP SERVICE CLAMP IMUELLER I a — B jCORPoRATioN STOP .- --_µMUEILER N-I50251 J 90° GALv IRON PLAIN ELL B U REG PER SA^ilia K "_OS_ CA— ,"-I rPLE T d vI R.'0 Pro TA..rry, C2 U-V .RO'i STER v.916F LE M '2 SATE AL:E SAS' � VLE_-E9 A-2'.°"'5-- — _ - EE tl - N • •24'C I. GATE VA,VE BOX OLYMPIC I 1 v + H2 6ALV IRON UNION COUPLING _ ���. 1 P AIR-VACUVAI RELIEF YAIVEI —���_ _ �A (S. OUTIET) APCO 4- f O 180* GALV. IRON ELBOWR BEEHIVE STRAINER NOTE VALVE IRON BODY, 2" SOIIARE OPERATING NUT STANDARD DETAIL FOR AIR a VACUUM VALVE +� 4 INIIIIIIIII e S — _ r ff cl d � �/ J f I s i.a 1 17E..aN "• ' a Rl.dxxced Print• 13O NO= Scale t .'I! f� N- _. ... .t. . ` ��rr e• [:row jTANUAkU `iPt C,F.0 AT 10'1 QA •t <.ala,Y..o, a�Yv � n.aw � Pp. o as t (av —�_—mil � _ - �__ ti Y Reduced Print .= tIYIY.f Nw.Y xYVK( CI.MY YN..ILL no y` Qt Seale �, CM.rF+rr'oF a10� MJLufv r�... a,H _ y rFt(�rww• J6MlS ___ _ ___-- J • •• • " t tc.o r.va Mina .a rfk �fANb aFD -I f C R— �K M(Il YC. 1 h.Mi• I % w '� NA FQ .)f kV��� � .(aV•N rYf FY .•• .) JY.(. � I 1 -TF" 1 -1 OLYMPIC FNDRY 12" MIN A CASTING + 5822 — "--- -- ---- --- WITH TYPE D LIO OR EQUAL DA LADDER IRON 16 O C IB — 2 ,V • 2• ' 24' 8" 16 BRICK PIER Z4 -6" SUMP r--! MIN. -— ` ' HOLE ALL CONC, Cl 5(1 1/2") — ' L I. A ' li/2"ANNU- 24'MN __OIEAR SPACE L! — AM I I I I _ '3; I - NSION JOINT " F MATERIAL �}� I 5'-0" FOR 30BARS I�4�,68F�. I 4" CTS s cTlory a-a - _EXTRA o BARS 5 BARS 6"CTS. EXTRA BARS STANDARD DETAIL FOR LARGE VALVE CHAMBER s *' EXHIBIT "B" • (continued) RECAP (continued) Estirated Cost Estimated Cost To State To City Item No. 10 $ 670.00 Iten, No. 11 570.00 Item No, 12 21,750.00 Item No. 13 3,357.00 $ 2,263.00 Item No, 14 7,140.00 Item No. 15 646.00 Credit (Salvage for Exist. Fire 11ydrant") 100.00 Manhole Adjustment I ,C60.95 Remove and Relocatie Water Meters 1,950.00 Monument Cases and Covers 100.00 Credit-ESL _253.55_� Subtotal $115,285.40 $ 2,363.00 5% Contingencies 5,764.27 181.15 17Y Engineering 13,834.25 283.56 Estimated Cost of Permit from BNRR 560.00 $135,383.92 $ 2.827.71 Total Estimated Cost to State $135.383.92 _ Total Estimated Cost to City 2�fZ77 I Total Estimated Cost of Agrce.$138,211.63 6 EXHIBIT "B" (continued) Remove and Relocate Water Meters There are thirteen water meters on this project that will have to be removed and relocated to clear the site for construction, 13 X $150.00 - $1,950.00 Monument Cases and Covers There are two (2) existing utility monuments that will have to be raised to meet the new construction roadway profiles. 2 X $50.00 100.00 Expired Service Life Original cost per utilities, records for installation of 5,385 L.F. of 12-inch steel water pipe in 1960 was $33.850.13. Line being replaced with Betterment of 16-inch Ductile Iron Water Pipe (Class 2) is 131 L.F. Therefore, the original cost of the 131 L.F. Betterment equals 1- 1 x 33,850.18 - 4,434,373.58 823.47 _ 5.3k5 5,385 ESL - 12 x 823.47 30 ESL - 9,881.64 _ S253.55 30 $253.55 Credit to State RECAP Estirated Cost Estimated Cost To State To City Item No. 1 $ 26.144.00 Item No. 2 3.355.00 Item No. 3 19,450.00 Item No. 4 2,470.00 Item No. 5 3,377.00 Item No, 6 1,470.00 Item No. 7 22,330.00 Item No. 8 1,585.00 Item No. 9 2,114.00 5 EXHIBIT "B" (continued) 2) Percentage of Cost to the City: $3.357.00 - $5.620.00 40.3% $5,620.00 Note: 40.3% will remain fixed and will be applied to actual cost of [ten No. 13 to determine the City's obligation. ITEM NO. 14 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 8" Cuctiie Iron Water Pipe (C1.3) L.F. $ 13.00 70 $ 910.00 8" Gate Valve and Valve Box Each 300.00 1 300.00 6" Gate Valve and Valve Cox Each 180.00 1 180.00 5" MVO Fire Hydrant Assembly Each 750.00 1 _ 750.00 Subtotal $ 2,140.00 ITEM NO. 15 ITEM UNIT UNIT PRICE QUA14TITY AMOUNT 8" Cuctile Iron Water Pipe (CI.3) L.F. $ 13.00 42 $ 546.00 8" Gate Valve and Valve Box Each 300.00 1 300.00 Subtotal $ 846.00 There are four (4) fire hydrants being replaced on this project. The City shall credit the State for Salvage on the old hydrants. 4 a $25.00 - $100.00 MANHOLES There are five (5) Manholes owned by the Cit, of Rcnton on this project that are to be adjustea to glade in the State's ntract. Aoprov;.r.+.t9 'ip ku-ter SR-169 1499 + 55 1?0' Rt! 1 SR-169 149) + 65 (10' Rt) I 5th Ave. East I 5th Ave. East 1 SR-169 1504 ♦ 50 (15' Rt) 1 5 Only From Agreement No. GC-3219 with Vetro, the State is obligated for 8/42 of the Metro operated manholes on this project. This agreement obligated the State for $860.95. Subtotal $1.000.00 36o.95 Total $1 ,860.95 4 � 1 EXHIBIT "B" (continued) ITEM NO, 10 ITEM UNIT UNIT PRICE QUANTLTY AMOUNT 6" Cast Iron Water Pipe L.F. $ 10.00 17 $ 170.00 Remove and Reset Exist. Fire Hydrant Assy. Each 500.00 1 5C0`00 Subtotal ; 670.00 ITEM NO. II ITEM UNIT UNIT. PRICE UANTITY AMOUNT 6" Cast Iron Water Pipe L.F. $ 10.00 7 $ 70.00 Remove. and Reset Exist. Fire Hydrant Assy. Each 50U,00 1 500.00 Subtotal $ 570.00 ITEM NO. 12 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 12" Ductile iron Water Pipe (C1.2) L.F. $ 16.00 1 ,225 $19.600.00 12" Ductile Iron water Pipe (C1.3) L.F. 17.00 60 1,020.00 12" .ate Valve anf Concrete Vault Each 1 ,130.00 1 1,130.00 Subtotal $21,750.00 ITEM NO. 13 BETTMIENT (r,OST TO STATE) ITEM UNIT UNIT PRICE QUANTITY AMIJNT 12" Ductile Iron Water Pipe (C1.3) L.F. $ 17.00 131 $ 2,227.00 12" Gate Valve and Concrete Vault Each $ 1,130.01C 1 _ 1.130_CC Sub,ptsl ITEM NO, 13 TOTAL COST WITH BfTTER.MENT ITEM UNIT UNIT PRICE UANTITY AMOUNT 16" Ductile Iron Water Pipe (C1.3) L.F. S 20.00 131 $ 2,620.00 16" Gate Valve and Concrete Vault Each $ 3,000.00 1 3,000.00 Subtotal $ 5,620.00 1) Percentage of Cost to State: _U,357,00 59.7% $5.620.00 Note: 59.7`L will remain fixed and will be applied to actual cost of Item No. 13 to determine State's Obligation- 3 EXHIBIT "B" continued ITEM NO. r ITEM UNIT UNIT PRICE QUANTITY AMOUNT 8" Ductile Iron Water Pipe (CI.2' L.F. S 12.00 73 $ 876.00 8" Ductile Iron. Water Pipe (C1.3) L.F. 13.00 67 "71.00 8" Gate Valve and Valve Box Each 300.00 1 300,00 6" Cast Iron Water Pipe L.F. 10.00 40 400.UO 6" Gate Valve and Valve lox Each 180.03 I 180.00 5" MVO Fire Hydrant Assembly Each 750.00 1 750.00 Remove and Reset Exist. Fire Hydrant Assy, Each I Subtotal $ 3,377.00 ITEM NO. 6 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 8" Ductile Iron Water Ploe (C1.3) L.F. $ 13.00 90 $ 1.170.00 8" Gate Valve and Valve Box Each 300.00 I 300.00 Subtotal $ 1,470.00 ITEM NO, 7 ITCH UNIT UNIT PRICE QUANTITY AMOUNT 12" Ductile Iran water Ploe (C1.2) L.F. $ 16.00 1.325 $21,200.00 12" Gate Valve and Concrete Vault Each 1 ,130.UO 1 1.130.00 Subtotal $22,330.01 ITEM NO, 8 ITEM UNIT UNIT PRICE OUANT I TY AMOUN7 8" Gate Vaj ,e "Ir, :a,v ,o■ Eac� 6" Gate Valve and .alve :.ox Eacl. lb0.JO Subtotal $ 1,585.00 ITEM N0 -2 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 8" 'uctlie Iron Water Pipe (C1.3) L.F. $ 13.00 68 $ 884.00 8" Gate Valve and Valve Box Each 300.00 1 300.00 6" Gate Valve and Valve Box Each 18n,00 1 180.00 511 MVO Fire Hydrant Assembly Each 750.0" 1 750.00 Subtotal $ 2.114.CU 2 ,� ti EXHIBIT "B" ESTIMATE OF COST WORK PEhFGRP.fG SrATE ITEM NO. 1 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 6 Gate Valve and Valve Box Each $ 180.00 1 5 180.00 12" Ductile Iron water Pipe (C1.2) L.F. S 16.00 1,219 $19,504.00 12" Ductile Iron Water Pipe (C1.3) L.F. 17.00 158 2,636.00 8" Ductile Iron 'dater Pipe (C1.2) L.F. 12.00 22 264.00 17" Gate Val es and Conc. Vault. Each 1 ,130.Ou 2 2,260.00 5" MVO Fire Hydrant Assembly Each 75m.00 1 750.00 8" Gate Valve and Valvp Box Each 300.00 1 300.00 Alr and 'vacuum Assembly Each 200.00 1 _�00;00 Subtotal $26,144.CO ITEM NO. 2 ITEM JNIT UNIT PRICE Q1JAurITY AMOUNT 8" Ductile Iron 'dater Pipe (C1.3) L.F. $ 13.00 235 $ 3,055.00 8" Gate Valv- and Valve Box Each 300.00 1 _ 300.00 Subtotal $ 3.355.00 ITEM NO. ITEM UNIT UNIT PRICE QUANTITY AMCUNT 12" Ductile Iron w..ter Pipe (Ci.2) L.F. $ 16.00 1.11.5 $18,320.00 12" Gate Valve and Conc. Vaul. Each $ 1 ,130.00 1 1,130.00 Subtotal $19,450.00 ITEM NO. 4 ITEM UNI l iT --._ 4" Cast from Water Pipe L.F. $ 7.r^ 3'0 S 2,17C." 41' Gate Valve and Valve Box Each 150.Ou 1 150.00 2" Blow-off Assembly Each 150.00 1 _150.00 Subtotal $ 2,470.00 t +rti EXHIBIT "A" continued The Contractor shall not backfill any joints and/or connections of water pipe until any discrepancies netad by the City have been corrected and the work has been accepted by the Erglne,!r, .e /69 ITEM MG 11 - - --- --- • u7..,:r Pi.+N iZemwe �, li.:'•ocA+t Ekts! F:rr. FI. ydront A:nembic� N'•Cl ra" r. M�'I ri9 ePAl s-,/ass lr\---lall Rppm*&. -1 LF. G"CZ WC+er Katr%. B I 37 y f , -0 E m ZnsFa11 Approx ZOl F F�`L'[I.C1 4 ' �o{eT• Mc.,n p, App�^+ernncGS. �n�tolf I i / .t. I��e•�A���`5 tM) m .ane G"iX)jt¢ Valve A5o;A,%w Wy 4 c n e 8" m Code Value As,.-mh j TIC cica ;f 4nK j Ftre Kydre n+ R��+•bl j L 54 f 1-53eAS 2.8 CI TEE IMJwELI -- St��r nl 14 , ltt.rc, k B•GATE VALVC IELAMII 6'MY�•AS '4, (, VALVE BOA ( I Sy,Ltl ' 9a C�Z sU t5)4•BC' \` �-I ASS Ab=T h'r o c zr vz' 6E.o;»,.Mn , "Y+a �3 T rPE UI / 1 4U W.25 t0 L y,I 0 4 CI Sl VL at NO 1MJfMJ1���� �- i 0� I n ' sTw +5�'•96 I v (� H 12 9C, TEE I"i,EL) _ D B•GATE VALVE IGLAM> 7'B CI 2]•4i BEND IMJI MJI .1'SY 1�Oy .7 a C vat vE BOA - .� 1 B.8 C , REUVCER 1 PE. PE 1 �• , b ti, mlSj u \ I ' 6•C. A6'STL TRANSITION CMPL94 �. r I I20CV CONC CLASS 11p 0"CMIM) n 1 0 i L o �'4' fl K$alY'.a oip -4 21 H 9�0:Ih BfOIU 11{ 11 CI Vi VII•f,j, 'o.q BEMp IMlAMV1f (� yV {-{ �, srA 1543, r,> kn F � !1 ('� )2 -i•I+E NO IMl•MJI \ � i A i t t'' 1 i 2 EpgR - _ . Ito t a 'In \t A,SCmb ly � A C DP" X t_�L.F. i`x�+-`? �K 6•' CI Vie<cr M,�,n. 1530 ------ Wj:a aq •n;�O ¢� U ♦< Tn' SR 169 h� z u . z — WN �— f K �N ti>m ID N r N -IZEM NO 9_ - ---j Ins}ol1 Ppprc:x Cob l F. `3" DS Cl -5 Wo}er MG,n F AQpurtenan. as Sns}o\\ one ie"G4 ie Vol' a Asse. bly 4 . GMe VolVe A'esemby I onF 5" MVO — Fire " drank A LF 1Z"S}ee{ Wo!er Mom '/''' T F ,2••nz a z wa+er �ta,� � � E x H i ERl i one \�" :�oi•e Volve Azaembla.� ------ - - C.S. R 1Co9 Mopkeviood Ao SR-40r�i) o CJLj o5• Renkon = -.A Ty"f 'CLAS' jOW in,E ACREEMENT No. e3., 9- •'—r � '—�— jSNCET bOF �. SH EETC S� 19,E I e o i Ai0 l Y.JO�) TVA oil It © ■ �L At�ondon Approx z'blF Co- -J+CeI :Vn'`eyY Main. Appro. e15I- F 8"DZ Cl 9 'A. "er t %G'n 4 I s s y �I Appur+enonce In +nll one G'GQa'e Valve 1 x Assembly d one IFY Caa+e Valve Axemblyrq I 52� ti �} a '•I os��� BA6[' TWf. ,fir.MJr w n a .h S 0 - 4 � d'T vE�gpr + ' I n> 1 , z 'a[' iOL 6 aEOc¢ •n�cO� k l I U tf�0 sa^ z�s�owivt•.�~Ft.Mjir \. y )C _...��'"".._' .., .a� 1 \ 1 MGM 96 1 I J ;C I • t yam ➢ I , . � • � m I / L)i ly n� Lp rJ I �) �► b i ' N R.5 _ - - E.W M. TEM N :5 Abondon Apxox. -T� a l F 6 'SAeal W4tr b.VV3 Mnin. Ins-kakt Aporok �OL.C. 8" O= Ci Water Main 0 ? Avpurlenonces. Tnst�U one, �"Gnle Valve A�,embSl.� 1 T20 — -- -— - --- W W 'O CUT& P�X, i ----_a - SR 169 WmO �M ri � p i y� m� 3`_3WIWI� i W� I l LUEND Woter Moln to be A'oandoned �` ^�'�� :,,`.�_ ■ Adjust Manholes Yen- ac�je a�m> —nmW 'e,r�, �, �� ® Remove Exisi Waler Metec ' .1 � ® Rr_lcrlx' ed Wo�r Meter sp 1Co9 — - _ Maplewood to SR 4Q5 iF I TIor ,: City U ,,. D _ Rend o n - AGREEMENT Na SHEE-T 3OF 5 SHEnS So f , 197c i M _ f SCALE r.n r i'} 1� ii'N ,t ;'�.d •,y•, � .-,� #'�"<<' :d '1` (tip,.'. :Y'1.( ,. � . ,•. i i -Itl [••9•Gt a1 11!Yp•6 t-tlf x. ^. OG f,•� 5 A v 3Y�_ " tt 7 -G Ia!6t Il 66-0 1"tla .33, w 3'IY�G 11 oo-f — iai 00•[LG�iY OGOG�t�Gt NM;Y1$ 3N�1i131N3; NOi1�fW1SNJ7 v'� � N011r1 S '�4 lid 831VM °3 !N em�ss,,,, OY�' Z A'a�l,t'puatsnddy r 1 ty R 1 io.Fau ;w t a. �19wamsy �ua�afiN a�� 6w,atxa auo }a�2! d "arowa?! 'Flq,ya,astl �i,olf��y,,i, l�a}su� (,lgwusa�y anlo� "D}o7 „g auo��w ass a M1?1�.a400»9 auo 11D4�iL saa�ala+ 1rlAdy y ut M ti 1�..F3 1 L9 o `u.oy� �a}t1M I� YGi „8 ^F=g i 'FEL 'uio i .�a}vM iJ„9 j1CM :clddd 11a},.ul _ S ON W � T Y' b.y 3 � A Tu v l 0 � N Gd X a, 03 V N NIN H +, yA F„ a� . r 3 I T8 i L J T} T 4 SA w. � ?.3R k � c �s Ar�r S.l_E - -- eeat. tz'roL f iG"-j+l.eh IM1.I+ems t"lo,n +. ro 4 � =rK�iciil Apa�;�A. !C a mil'' iL .-�T `� �C...►4�J 4e- MOrn n �1�• t°y Q' �'�� t ? •Q i.i.. 3 iNz] Cr- P'�C,nr ez L FY QZ ck ?. �•'�' t'� .j; 1>` of c�•-•p.`�urieno3:tG5....? rsit 4wc' _ » o : �Q�t� .tamed. 5 g.• ---�,�. rrve'' N m _ o CT'v otom P^Z N � �, • Q r �, \. fp N .ti ✓ i� H Cap? I \ Op U v "1j p (U K ¢� t W-EY tsi VV.'Oter Motn to be Abo�doned a 2.+ f i__ �- � � � - ■ Ad�us-4 Mc�nr.oles i i ? U Rea ove. Ewsi Woier Meier [ Q q•„' $ Re\ocated Woier Meter 0 tQ a Monument case Cmer _OOOa i XHIBlT k mad -F •bN -� H V J.o �6.5. 1 34 SR I a Maplewood to SR- ' ------- ; WATER PIPE LISTING CJ4 C+ We t4 COMSTRUCTrJN CENTERL.NE SHOV:N k STnTrp t . -TrPE CL4%�JOMT TYPE I 7 r i 'a99 )oat- - --- ' � f[4E N rFkT ••62 Rt tc��.TS.p= � �-�----�=---� �'iQlrEkiE� No • N •It U b 'SOo_9Q At l9! tE' � ] wl •'i! taw->•SN.]p_ t i — C ,� t00 t .to h wiy(`�• M t1 S. r. -T�-- I SHEET "C OF 5.4,WLTS a avv t Kx1 r � i r T 23 N. R. 5 E. W. M . p qItEC 17 Wt 9 SEC ]• \ — j r'� —� I JCv• JT f ' • �Q. � a � � SE� , �� \ 21 sr. 2• �� \ SEC „ G'N"tNG OF PAC,JEC' 1464 ,s .00�..,= \ \\ ,2 1,� 23.65 \ \_ \,A 70 5.., 2 t: /` , \ w • NO OF FAC-' '1 .:; g50 R 1 ±550 99to 19 _ KIP 251 t � i } 1. i r VICINITY MAP _ X H I g ( T D' SR lCo`j Mciplewac>d to SR-405 ! ___ np Ca+J O-c R8n1gn OF 5%EEfS SePi Alf- �- TAPTf I FIGURE I T)irxet it Fi'�,"n^^ 1n P- „_ 2vviSal :'hruct Plnrk locations b— 7�41f lul 1CK 1%N. 11.,N fll IW Sne W W W �• - r--Im ;to .�,, a.0 oila v i1T_ Im IIM Ilm M solo f1: �—{n� 1M 1. 0 17S0 1] sl1 1aT,3i;,� d1 N-,4 . --IN son 3133 IIso 131 IM Ilse 3m ISm 7m 7m Ilse3330 Imo of r-Im -N10 1Im tin ISM V1 11.0 Joe 3140 Ism all 1110 3130 I1)0 r-1W it" via--m10 ill* • Im sow sae silo via 0%) .- 701 f1;0 113'10 m50 7v10 ^^^11) l0'- m 11:SO lion lslo L10 Lao !ism bm all IN 113m 1lOm 1aJ I M IN IS.W 111^0 fC0_ 1310 r� 13'- SoI31.3 19SJ0 ItiM 5390 .. , :m 11sm WWO IC00 am ItsISf00 ])300 /x1.3 s210 Imo 17210 11110 Ivio mo Is m-1saw ISM SIx o 1i11 Joe111m I" ISSm 1110 im Iii"B SW1 IS SW 010 IN 11IM Woo If�09 IVIM l•• � Sm M100 1'".YJ 13131 ll1M �.p� [van lr-m SCW3 Ix1.0 :.:W It1�0 ` ' to SSMI 136.0 44100 1]iM im 15000 4105^10 ]1100 IIMi F� 3W 113W 111" 313W Ilfm E p- 39 s113o Sian u }A[Cyi+Y IN ]37W 1W 311C0 msm Il3m Sm a IN Imm Wx^.o 331t1 IsiA i1 yy _ 10 111"* A'330 IL1:3 11m0 11 - so SL ":3 W ' IYm M4W Im M100 00 IO:.co i)3 3S ffffff'F��IV. 11:1 'm 1 1.111 S3310 Illm 70"_ So.— IAM —it,_V^� [i'C: -1'.3'.0 Im 111m 1]30^3 I13m lllm (:- Iis 1G 1m 1]30)3 110m 2»C9 Mo IOr,i77 ISc333 _ 11Im 1:1^0 3r-. m IIf3:0 147%0 moo 44)W mo Is10W 11mm film 41103 in 11Mm lllow Irmo 3..W 3M ISMM 'Ism Ilmm SIMO TABU II Safe hearing Loads in LbzSc. FC. .he safe ni,en I. _tn fc i].n= -n ir- or ha:iro:;iai _ _ .__ ... -: a . ._ -- - • u� - . . ,. _. _ 2 test. .SAFE tiAr: } SOIL L^ r¢r -Muck, peat, etc. O Solt clay 11000 sand 2,000 Sand and gravel 31000 Send and gtavel cemented with clay 0,000 Nard shale 10,000 iIr muck or Feat all thruete are restricted by p11e0 or tie rcds to solid foundations or by relroval of muck or peat and replacement with be'last of sufficient stallillty i3 resi.c thrusts. blocking Page 1 ft4 d 0. �ALCulATI[�N_FZfAT1rRi5 Meximua operatinq pressure - 1.5 x normal operating pressure Area of concrete (A) ' Thrust i pounds _ Safe Huartng load in (Pounds/sq. ft.) SHL Maximus height of thrust block (Hm) = 1?RPV-10f trench in feet - h Depth of concrete thrust block IM Sdth of 2 + trench in fceq(outside diameter Of pine_ in_(eetl 2 Maximm lengt' Of thrust block (1L) + Area o Cote rote A Required amcrun{ of concrete (cu. yd.) Maximum Height is_ (Height x deptl, x lengttgx0.03704=(Hi xi,xDc)xO.03704 I. Problmi Calculation of the amount of concrete required tb block a 900 bend in an C" C.I. wat,ains the normal operating pressure in the pipe Will be 65 pal and the soil condition in the area indicates sand and gravel. 2. Solution: Maximum onerating pressure R 1.5 x 65 = 97.5 psi outride Aiameter of S. Pipe - 9.05 in. . 9.05/12 ft. Go to Table 3: The calculated max=,= operating pressure is 97.5 psi, the table does not list this ficure so we take the first if gure in sequence being 100 psi For an H' waterpipe, having a msxlm= operating pressure of 100 psi, we gee that the thrust on a 900 bend is 5,423 pounds. -Go to Table II: Table II gives the safe bearing load for sand and gravel: 3,000 lbs/sq.ft. -Go to Figure I: Figure I indicates the position of the ccncret-: for blocking the 900 bend -Go to the epecifieations of the project and find depth cf trench (h) 3 feet Width of trench (M) 3 feat � Mitt' the Ak, ". assemble) infp�ation we vrnceed to th,• f_ 11 calculatic:.s: -Area of concrete (A) + Thrust ' 0 . 1.B0 sq. [t. Safe Hearing toed 30000tl - -Maximum height of thrust mock lftm( , D.pth of rcnch h ' I . 1.5 ft. -Depth of concrete thrust block (Dc) 2 2 2 Whdth.o£ trrl,_:h in feet (H/1.12 ft - outaing_Qlamrter Finn !dl 7 2 ! -Maximus length of thrust block (1M) Area pfsixy�zg4n + A }.8?'1.2 ft. Heigh[ of cone, 1.50 -RegaifeA amount of concrete • (NeightxOepUuelcrx)th) x 0.03U3704 �UV x is x Du) x 0,03704 a (1.5 x 1.2 x 1.17) x 0.03704 - 0.074 cu.yd. i r Clocking Page 2 r I y 1 9 ,. STANDARD DETAIL FOR GENERAL 6LOCKNG CONCPETF EIACAlN6 EIZ ING PpoCECUpF. A. GENEPAL The amount of concrete ree aired to anchor horizonta: tends, teas, and dead ends depends on the strength of the soil. Th3 methods of placing concrete to keep the joint accessible is shown in Figure I. The area in square feet of concrete which twat bear against the side of the trench is found by dividing the thrust in pounds shown in Table I by the safe bearing load of the soil as shown in Table II. B. CRITEk:A The siring procedure is for horizontal or downward thrust only. Height of the thrust block must be equal to or less than 1/2 the depth from the ground surface to the bloc. base. The thrust block bearing phase is approximately rectangular. The concrete blocking 101all be As per APMA rpecificatior. 74-2.14. C. SYMBOLS d. outside Diameter of Iioe in r+et T . Thrust in pounds at the fitting !Table I) SBL• Safe Rearing Load in pounds/sq, ft. (Table II) h . Depth of trench in feet M . Width of trench in feet A . Area of concrete which must tear against the side of the trench in sq. ft. H.• Maximum height of the thrust block in feet Doc Depth of the concrete thrust Dlock to hearing surface in feet Im• Maximum length of the thrust b:cck in feet I h i 11ocklnq Page 1 ling y. A �2' MIN FINISHED GRADE SMALL INCLUDE •ear# / HYDRANT ED 5'b: f — WHEN NEEDED _ �•6 OLYMPIC FNDRY. — OR EQUAL Ci SALVE BOX i 6' C.I. SPOOL —6" GATE VALVE(FL• MJ) CONC 3/4'SHACKLE RODS CONC. � . BLOCKING- ;, j` ," BLOCKING 11/2"WASHED GRAVEL L X G" TEE J•FU • 16' 4' -ONC BLOCKING HYDRANT HYDRANT GUARD POSTS SHALL BE STATE OF WASHINGTON CPT. OF HIGHWAYS DESIGN OF CIRCULAR ,p' 2 PRECAST CONCRETE GUARD RAIL 1 If r POSTS. U n GUARD POST (TYP) r STANIDARD DETAIL. FOR HYDRANT ASSEMBLY 81 HYD. GUAt(D POSTS "y r A. �2' MIN FINISHED GRADE SHALL INCLUDE HYDRANT EXTENSL _ I WHEN NEEDED � . L _ . �OLYMPIC FNORY. - OR EQUAL Cl WLVE BOX I 6' C I SPOOL - -6" GATE VALVE (FL•MJ) l 114'SHArKLE RODS BLOCKING- BLOCKING •�« 1 1/2"WASHED GRAVEL X. 6" TEE kJAFL) 16' 4" CONC BLOCKING �-HYDRANT HYDRANT GUARD POSTS Si4LL T BE STATE OF 'WASHINGTON CEPT. OF HIGHWAYS DESIGN OF CIRCULAR 2' 2 2 PRECAST CONCRETE GUARD RAIL I �- I POS75. 1 O GUAR' POST (TYM O STAt.DARD CETAIL FOR HYDRANT , SSEMBLY a HYD. GUARD POSTS i CILYMPIC FNDRY. CASTING *¢11:, WITH TYPE D LID OR EQUAL CONC. RI'dGS BLOCK OR BRICKS (TYP.) - MORTAR (TYP.) — 14-1 I I i LPRECAST /%,LT = '.LL BE S%'fCAPO 12" VAL.VE CHA:,;DER ( LUNDBg�R3 CONCRETE CO. INC., TACOMA ) WITH 1- 12" ADDITIONAL SECTION OR APPROVED EQUAL i STANDARD ,L. NOTE FOR PRE;.AS r ()EXPANSION JOINT MAT'L. COt'^_ 12 RE_TE VALVE CHAMBER (STYROFOA%I) AS ;r,'t OQ " GATE VALVE (TYP) i Y 4 SR 169 - MAPLE VALLEY HWY � W-366 a�I f: �i.r•.a a�tisx!• ��• !S .O a Jwr.i 1 n N y1 r r f r x n m �tl� {•� bbb la„e Cr �EMiI.✓Jl � 8 g1.!rr e� j'fFE I"J`.")) . Y 6'C1 ;f .MDr M:nrt Fes) "'YE \ lO S d eC1 pfO1KfP A:S CO w6 e.p^ soA \S OC 1 .tl S L uw a.bS f f Cyl a -. Et•1b1M0 MAM t I iCSo'e" i r �I 6B •m D � w U U V u y N �TtKEf l(FM{J..Mf � 1I t71-1 _+_ rnii E VAIVs M6SLGAT I �zMSs .sEYIMOYT L, NY CNC ^(_0 ,TA 19J] H �—�'���Or�F•hSI WgMCa0 1YAif YCi1V f A LV6EC.bE 9 O 1() M✓O .fMLLvtY J1.) r0YMq JI MCR�LMiA.lT RlMT ( O PLIC20"CN CLASS C MJIf I/Jn Ry1WqRefi WM tA !llS.iJ IrS!W .MFIO E )CS /�Or11-An;'rR r.f r TY Rf f M!MAN! 1 -X �-�OG NCC! f,, I b .Ai � � 1 � 1 N A•,Z_22_ 1 pQ k n [ * c L y m Oy YT 1� m F 1 F TO F 'Till NO �_ -c p a 9R3' '_ ¢2_ - � r 4LUWor..ssEMRI. ONE o�y6o�3[iysa � --' ARi SET WM5( 2' j ys IG REFA06t WM._. MEMO'rMTOR.Mf 1.0TO yr. 1910.O 13f1'cf I ,Y 4L>1'J � •�� (Y Y y a / ==� at, ,7 ; a'R'L RB ZJ I T _ ."•OAIE) TL[(MJ.EL) %R.MJ) ' ;POp � ml u � � /' eCi RLq IMJI I1�'oj fLe tS0 30 175" 4 T l.//,. . ` JSra vR f 9,30 444'�I• Y I UTELrMJ.'L1i1N[VEE Wx J1� + / e r JT Va'0[ryp S1. FR.I 0.40< e.6 C, T[E fMJ.FU E v -- [ 8L •• '��"'�"'�""" .�� lMYpE/rR NYC) Li L.MJ1 eCi ,LYE 9O1f 4p4 q p, _� 1n SNJ.CALE L O4A ROSTS) CORE 1rpE 11 s L ----+9EMOJE 6RESFi WM JT 5T. 15f9.TE4• ARE ! WM 17 G+ SSE Y N SE MOLT STEEL iT Tr.Ge4}c" tt1(MJ.E-.) L ��� df tY Yl' l fMJI C I ley[ WxI FL.MJI Ir '� /�� 4.Kl i R OVCE MUTO, I r 0 r 0 ,14ML W'=tV 4i c n.,. MI1.q MWf..n 1 It 2 �f TN r1 N M I .�T.�•a� � I Vl .,1 r.� • z1 ti S C 3 l� [ Z R S , . • ,,�,.• .- r- , . f M <� .. d • � y L �� r t � � n r .. m -- A , 'ti i _ " '- — - r _ � .1 •. �' � rT� � F � . � � r� IL �. .. S � � • 4 qT� � ('I A � '�� S'M:.y '�. i'i 1 .'jL; r ' .F� � l/ M ��. f. ° r �6 � .. s, _ .t 1 �� � � y r � a �' i . � . i ) i � t � � i o �� � if! � � � � � . a - ---_ . '; TvPICa CONNECTIOrIS FOR WATER SERVICES ? 4"&7 WATER SERVICES `mod' 1• SR 169 W 24L W W KM "mf 021DGf TO JR St 405 ki-�... It i. 12 U;..j, Kfir .-w�'� vT.uTv air-:♦ i 47 S iSOd QtlV!1J 1NV!lO��. ti 9 a' 945V 1NVUGAH bOA lIV13U . l Aft. . ♦.,iH 1Agv , ••'21 ;�a-i er ... . - .0 w�saxw loom mw ASSV lNVtlQAM b03 ?iVl?c Q A O/AK A 69,1S cv v+r.. ♦ e v v� -- '• -J 49- '.11♦a0 M �� - � { yR r. 1 i4 ll rr, .7 gyp: -1 a Y v "u )4 E L l ;+ z r f I 1 1 - c> - K�S . � n D q m � r 1 f r Z - � •ll !A�!• IM � a ro-q f VJ 1 + M !/•.' .Hilt '`l .r - �� i I I I N � Y y '� i • • iMIM V14 M1'N'AI _ r ON oil, a � r - , LN I YA ' .44SEMF iHf'.[' eMs �. � yl Y.W' S• M 10000 F I � • Wi WA-F .M.. ALVF FO$ �9 At 1Mlt r 1 - .. - '1 e. .v•441} 1 S "Ilk.4 1 ��. l � � B ! .VZ•B_M•) M.0 ... ..}.�— V W I R ip wm ?. O M D M' F [ i� rA ,.,,.h, 4A,. A . .. 01 rr ♦L..•. .F..• .. ri atll r;s� yi Q .nm-9 •••:.p r•nmM l N Un . e f� a� ! IV l 1 o , 1 ' �1 q�1 1 it ` WASHINGTON STATE HIGHWAY cOMMISSIOM CONTaACT 011A.I.Wf OI HIG..A1: PROGRESS - FINAL - VOUCHER DETAIL WONT I)ONF 70 E<TIMATE N0. MCC DUANLTY AMOUNT qG tT Na [aU0.-i O6t/ A el�:Gdl T LINES P• R ..IIY OF RLNTUN AGRLLMtNT G:-32dJT F.A.r LINOS 79155 PC3CENT NO LENGTH _ 1Z STRUCTURE CXCAVATIUN CLASS 8 CY 576.60 3 29 CJNCRETc CLASS C CY 675.uO 3 39 CA:,T LtuN IvATEP PI?L 6 1N.UTAMLTLK LF IQGO 11270 11127.1+. 3 40 DUCIIL IRrN HATER PIPZ CLASS 2#8 ItI.CiA LF Id.DO 440U 44U.UU 3 r 42 DUC TIL- IRON NA%k PIPE CLASS 2,12 1N.UTA. Lr L1,00 L667ou 40,337.OU 3 43 DUCTILE IRUly WATER PIPC CLASS 3r1Z IN.U[A1 ILF LSW 6990 Is035.OJ 3 ,� 46 GATL V:.LVES C- IIJ.DIA:•L:T�h INLL.VALVG J,:XcS LACH I0000 4UU 720.0 3 47 GATE VALVES 8 IN.DIAMcTEA INLL.VALVL JUXES EACH 30000 bilu 1sdOG.GO 3 - 50 5 IN R.V.C.FIRE HYDRANTS EACH 62ZOU 3U0 1.875.00 3 5L R.-MOVING AKD RESETTING F?RC HYDRANTS EACH 2O0,U0 35110 6UO.UU ' jXG e�;U �GC�TTiNG ��erig..�!�T-,: - Fa.i rec=c - --V ' 53 2 IY.3LUH OFF ASSEMBLY EACH v5 U00 1)` o 45U.OU 100 PLACL U'JCTILe IPOf RATLk PIP_. LL.3 Z4I'..UTA. L� 4JG 163U0 65Z.Uu 2 r l'}(`- iAjn of 1 e tj, ItiCV .LZ-J-U-uA � • 6Js16E.77 , I 1 F WASHINCTON STATE HIGHWAY COMMISSION GIL"-1'701 .11.WAr, CONTRACT PROGRESS - FINAL • VOUCHER DETAIL WORK GONE TO ESTIMATE NO. 20 NO. (JL .T „C-e�,t= r�. ITEM UNIT UNIT PRICE QUANTITY AMOUNT A NR NO HATEI< MAIN PER ITEM 13 OP AG�ZEEMENT GC-3280. CITY OF F:ENTUN FUi1J5 4U.3 PERCENT—FIXED—JF A- - R ...- �.. ,'., C SECT 1- 2 12 ST2UCTI1Rc EXCAVATION CLASS J CY 300 I T !� 2 Orion- 44 DUCTILE IRON NATE9 PIPE CLA55 3,16 IN.DIA LF 1450 15200 2,508.00 T 149 GATE VALVE LG 1,N.UTAMETEF. INCL.VALVE LOX EACH 350($UO T { f o �111I..lIALy.� ri � LL LJO PLACc OUCTILL I..^.Ufv WATER VIP? CL.3 24IN.01A. LF l00 T 901 Mi.UTI ;iD—ILLUMINATION I , a0 r KwaG T_ 903 MT.GN.HD—REINFU;,CING STEEL LS -- 90 41 j a A WASHINOTON STATE HIGHWAY COMMISSION DII `-- DEPARTMENT OF HIGHWAYS rNiuwila 1 ~ 1 tie• 101 1f76 /'late cheJu Payable to: WASHINGTON STATE TREASURER City of Renton DEPARTMENT OF HIGHWAYS Renton, Mf_1 Ave. So. I Mail a. DEPARTMENT OF HIGHWAYS ) Renton, Wash. 98055 I Highway Administration Building I ' Olympia, Wash. 96504 ' Ot10111 ON Progr=ss Bfllig_ i To relmyuree the State of Washington, Department of Highways, for l construction costs incurred in connection with Federal Aid Project OS-0717-2 Hai.f Bridge to Jct. SR 405. Total Payments to Contractor $808,59b.42 Group 6 (See Attached) 100% City of Rent $ 87,193.80 I Croup 7 (See Attached) Obligation $ 87,193.80d} 5,208.00 I 40.3% City of Renton's Obligation 2,098.82 Construction Engineering . $1511 Gros Total Payments to Contractor Total Payments to Contractor x Total Engineering City of Renton's Prorate Share of Engineering Group 6 $ 87.193.80 308,596.42 x 151,019.21 - $16.284.93 100% City of Renton's Obligation $ 16,284.93 Group 7 $_ 5,208.00 808,596.42 x 151,C19.21 $ 972,64 40.3 it City+ of Renton's Obligation I 391.99 I I 3oi i5 33. Li 3 CNARTiR 116, LAWS OF 1965 CITY OF REN'TON CERTIFICATION YY t 'y YMO{IIe1GM1{D DO"toffy ({e11/i UMD{II pyINl9� DI I{e/YI1q (W, 1.n. Yh((billI M0Y(M IYeM1i N(D. (M{ SI+YI(C{IE(h OC% DII (M( 1� Oe •{e10eY(D AD DISCO IED qqbl ON,•M1D'NAT Cte1M lee JIJ,1 DU{ IM1n YM1Ibn otuehT.JY , S.,1M1/t (Mt CET♦ DE M{n1 /hd tY/I 1 AY E IIII(ob{10 to AUTY[YTIC { •M1D c[eTl/I to I j -, &Ale CLAIM. K/LtlGn[al `//� , I TOTAI AMOUN► DUO W# 105,969.54 A;,1NCT W � 23 N. R.5 E.W M. ion Ap rox ESL F Qe-Giee3 wa] er Makr i +CEr1 1l0 13`8e�ierme�+ { Trsicill ,NWmA. 13\LF Ie C?I. Ct 9 %I Ae k 42l F 8"M GI3 Noln { A M`ake- a\n A nance5 ZMAGI1 sp�.asc.. Install ann 8'CxeieYclve Aesar,b?y. l � �' �' f _ �_ _— —_.-1 LLL ur\e Ile"_3a}e Yniye Aeeae�bc �j LNF 4FPRQjE5.. STA 1550 •11 19 7 MP 25 19 1550 i 0 U Sk 169 It LEGEND rti M c F" -i • —w-Exls� Wc+}er Mo.n +o Ce P.6ondonee�m m }' ;} A-d}us{ N\anholes •° ,a `\ 0 Rei cwe tx1St vinke-r L.r Main l2" UT C ? Water - a:t er Maln and Appurinnnnces. Yale Assembky � y 1134 SR IG9 - u i kc ------- - - Moplewood iv SR 405` CA O� �c -n�o� =E c�S •JON' i\PE I gGtiFEMEi'1T No a ) MJ SHEET 5 OF SSHEETS `3e i9-M SCALE yr IA. _ all -- - -- - - - q t - }, _ /fs y �� 120 v` r2:7 inn M PIAC- pipe- CAL CCL .+ _ t _� r ------------- �l.R CHAPTER III. LAWS OF Io6% `� CITY CF RENTON Celt OF RENTON CE CIFICATION •D NO VOKL NO •MOVMi I THE UNDERS.GNEO GO✓cRERY CFRT:ly V.CcR aA TE iM 9N(S UTILITY 122 _—_._.---I rcNAVT or PERN,RY TNIT THE MATERIALS HA�l EABEMfNT FVV�T7 met%rURN.SHED. THE SERVICES RENDERED OR THE 'ARRANT NO. 4 / 7 Z �AROR rERIORMCO AS DESCRISEO HERE% Mp THAT TNt CLA M IS A _Sr DUE AND UNFA-D OSLIGAnON ( AGA WSf TNL CITY OF RENTON AND TNAi •v WARRANT AMOUNT$ lQQAJV AU-.Om ZED O AUTNENT,CATE AND CERhr♦ To SAID CLAIM S G%lc VENOOR No. C2745 1 1 I II audLlr.3TJN N4A iHERV I I ?2'--3 CE14T4A_ 3UILJING SEATTLE •A 9B1UY I p iGATE ISSUED 9 ROSTED 1/p9, 73 I RE HANIIS ♦01 53R�2 Y2!Q 7f0'CO II I I � I i I � { l i 4 .0 I I �I , STATE. OF MINNESOTA ) as County of Ramsey ) On thrs .�_ day of me personally appeared ^G F. VVfEL "nd R. M. O'KEIIY to me known to be a Vice President and �Secretary of Burlington Northern Inc., the corporation that executed the within and foreguing instru- ment, and acknowledged said instrurwi,t to be the free and volunt"ry act and deed of said Burlington Northern Inc., for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed is the corporate seal of said Burlington Northern Inc. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last above written. M M. $MrITN 2 �/ Y � -J, 4)/p4� A � NOTARY PUBLIC-MIMAE BBlA F 5 w HAMSILY CUUNIR Notary Public in and t,}r State of wL�-r Minnesota, residing at Page (3) V The contractor shall make any necessary preliminary explorations to determine the location of any obstructions which may interfere with the construction of the waterline. VI i, The City agrees to provide, at its sole cost and expense adequate drainage of the Railway Company's property in connection with use, construction, and maintenance of said underground waterline, also agrees to reimburse the Railway Company for any and ail expense in- curred by it by season of any la-lure of the City to provide such drainage. II During the time that the work is in progress, the ContracrDr shall make every effort. to maintain the site in a neat and orderly condition, All refuse, broken pipe, excess fill material, curbing, etc., shall be removed as soon as practicao''a. VIII The City shall, or shall requi-e its contractor to notify Mr. T. W. Mackonroth, Burlington Northern Inc ., Seattle, Wn. Telephone 624-1900, ext. 2221, at least 24 hours in advance, whenever the City or its contractor is ready to perform work on or adjacent to the Railway Company's right of way. Ix In the event that this easement fitaLl dt any time cease to be used for an underground waterline, or final! by operation of law or otherwise become vacated or abandoned, the easement hurein granted shall immediately cease and terminate without notice or other pro- ceedings on the part of the Railway Company and the City, its successors or assigns, shall reconvey immediately said property to the Railway Company. IN WITNESS WHEREOF, the parti>rs hereto/Lyave executed this agreement in duplicate this � day of 11 is= �%73. ACCEPTED AND APPROVED _;1/ h I b 191W CITY O RE BURLINGTON NORTHERN q� r;i F ON ` ( BY bY_�. V' VIL Yrc Vtll7wLt i APPROVED AS '10 F kx /ttLrs, „Ltest :_ -_�j < p! ,'* 2nd d Or',r'r'_X 1873., —Secretary y! `OMf0 o n aim, T. Asst. City-Attorneys Page (2) e � r r. I , The Grantor, UURLir +xu+ .+un.. r. '. aware corporation hereinafter called Railway Company, for and in consiauratron ut Seven Hundred and Nu/!00 Dollars ($7UU.00) to It [,aid, and the agreements herein contained, does hereby grant to the CITY ue REN'TON, hereinafter called City, on easement to lay down, Construct, reconstruct and permanently maintain an underground water line through, under and along the following described premises situated in King County, State of Washington: 7 That area located on the Railway's Renton to Maple Valley branch lime ueginning at Railway Company Survey Station 727+90, Milc Post 13+415u in Section 16, Township 23 North, Range 5 East, W.M., and ending at Railway company Survey Station 747* 74, M11e Post 14.354 in Section 21, Township 23 North, Range 5 East, W.M., in Renton, Washington, as shown in GREEN,color on Exhibit "A" foal), dated November 14, 1972, attached heretu and by this reference, made a part hereof. This easement is made subject to and upon the following ex- press conditlone : I The Railway Company, for itself and its successors and assigns, reserves all rights to use the property hureinbetore d-.,scribed fur any and ail purpoea:s whatsoever not Inconsistent with the easement hereby granted, including, but not limited to, the right to construct, maintain, repair, renew, reconstruct, replace and operate present tracks and future tracks, communication, signal and electric power lines, utilities including sewer Lines, water lines, gas lines, streets, sidewalks, roadways and other types of facilities on said property when deemed necessary or expedient to the Grantor. Rights reserved shall be so exercised as not to damage or interfere with the water line as above defined. This easement is subject to all existing interests of third parties in said property of any kind or nature whatsoever and any and ail extensions or renewals thereof. lI This instrument does not grant �r convey unto the City any right or title to the surface of the soil along the route of said permanent easement except fo: the purpose of laying down, ins x:ct- ing, restoring aisd replacing the waterline. III the City agrees to indemnify and hold harmless the grantor from any and all loss, cost, damage or expenEe arising out of work performed by the grantee or its contractor In constructing and maintaining said underground waterline regardless of whether such loss, cost, damage or expense arises out of damage to, or destruction of, the property .,f the Railway Zompany or any person, firm or corporation whatsuever, or out of claims for personal in- juries or death. IV The contractor shall confine his operations to the designated areas ancl, ubserve all restrictions. 4 , . , . , , 1 ' � � i 1 �: . �_ �� , , i r' -_ �� � ` ` A �. � � v"ti � - _- � � � 4 _..- _. _ � `. 1 � / I,� �.x ll �. !' J1 ,. +�� �11 { +Y. .4y �.. .' t ,1 � . i ' , f, a /i 0 .- � s f, ;� . � � i � l � � � � ��.... _�__ � y.._r-__ -_ - _-_--� -f- .` .� i ,. , : , _ . { , �.. � , ' � A �) �` �` U `, U :,; . x �. i � � �• . � L / - � r r. 's Y ' J� J� �I 11 1! J Y - • r I O / I , , r r , ✓ .ram.-•-.. / ( v • Opp ' Y 1� JI i e vt. t i d' h + ' r T• r 1 �r. 1 1. i i yF jr\\ R ;i ,1 � 1 r, . S i ' v v A , { 7 { s Y 9 ' f I tF f 8 � y 2'j 11/ r o / s a�3°•♦ I1 •eSC( TF£IM.AiI) _ '1 /FE�� C (a VAJ M3LVE lI:AMJ! 'J« 1'C WI VE�<pE M,•� C' VAllt EfD. •.. it t 1339.eo 1 Ao c.r( F... ,, � "J F! '1' C 12 ',:'B_rG MIA./J1� I A,f(n,Cjw{�,Nf "e w„TC�SFp 'J An.„T a i M -5-0 2: I ` I VI +I O /--7 STA REW� ES vESE7 Wr; ,�1.p8 SEE (MJA FL) I --�CUi e, OLW Ex,%-,%G PPE �• L �. e•GATC VALVE (EL a MJ) C I VALVE Bp} / �u585 �'1 e-e•CJ 211,2-Wr 1 .. . v ewe C 1 E J) 6'CI A6f Rt :S rtr EA P �090I06 ✓' Z0CY CON. CI AS): M 111 ..A1Yn ml STA 1w3;2 \ �- 6fi'El xl 12 C 12-112' I \ ro STA 67 ml V C IR-1R'BEMD IMJ.MJIF VaV r -\\ ��'yltJilJ '1 E,• \ `'41 3, 7 43.01au kI nl z - a �1 �- •. rr1 ,p- n IIM VMIMM � si U s E� N I ' , I / ! LL Lxt-' "q f I L^ ml c II EI _ �I12'"If VUVe IMJ) W�}w J l_.. 395 ASSEMBLY N COOK. AWI1 Brw,Sf I I ' c SU i',Po CI WITH J-1.•f•L U05 I ALL M1 1 'a re a runup q C,tlai f 4nlen 16:4'CI K'GICEB STA 1'M9•Y 11 K N ITI 0 MSS EAf'A MBIM�I WqN ro' O 46ML YAJLT \ , ` — le STA lago- ., \����` U O M'= wive ,I. T; U to rlllsrAn ro wWIeA wi.,�- �, 1 o ro r IN p fat � s s x 4 HIGHWAY COMMISSION Ofr. of O.Otp.ct EnpnMnr O4nwmc f f .-'l •. ��• E437 Buuth �'. .. Bawcet�•Wern .,pran SE3yO'J �..�--:_ CCM 9691 _. Moy 31, 1974 .. . .M'S Pacific Paving Caryvm , 121 So:ath River Street Seattle, Waehin3ton 983M SR 169 Half Brinj,: to Jet. sR 405 AttD: W. Louis DwAttea US-0717 (2) Contract 9691 Cantleaen: This L to inform you of a chsn:c of as3lrrrwnt for Project Engineer on the &bore-referenced contract. Erfectiv- June 1, 1974, rr. John Hayes vill be assigned to rn>* Dlotr.ct office and mr. C. W. (Chuck) McHugh will rasuv+o the duties yreviouely neaignea i.n r.r. rAyes on uanorac%, iiiyi. Mr. r^_:--. v,it V111 retain 17. Hayea' former office in Bothell in addition to his present office near Eca-Tac Airport, Mr. Y.clhy;h's office is Locatwl at 19020 - 24t❑ Avenue So., Seattle, and his telepbone number in Seattle is 761"108. Very truly yours, W. C. FMAR4, P.E. District Engineer By: IM. I M. WILL, P.E. District Construction Engineer DI9:le cc: Mr. H. W. 4tMhrez (4) J. Dail W. J. P. Clark (FMA) L. Long R. V. LeClere United Pacific Ins. Co. E. Brwrson J. M. P.a;iez R. Ywgnuaon C. Y. Ia:Hw;h D. Jolly Warren Gunneaon 6- J. Berkowitz P. weds hie t OV ►fi;:� �~ THE CITY OF RENTON q o MUNICIPAL BUILDING 200 MILL AVE SO. RENTON,WASH 98055 p ey AVERY GARRETT.MAYOR PUSLIC WORKS DEPARTMiNT Warren C Gonnason. Director $p44 SF P July 2, 1974 of Wsehington State Highway Commission Department of Highways 1.7524 Bothell Way H.E. Bothell, WA 98011 Subject: SR 169, Half Bridge to Jct SP 405, US 0717(2) - 1973 Contract 9691, Waterline Crossing Attention: C. W. McHugh, P.E. Gentlemen: Pe: your letter dated Jane 28, 1974 the City accepts your proposal of the State contractor, making the 24" waterline crossing at Station 1548+92. The City will furnish the pipe and fittings. The City also will reimburbe the State for all Costs incurred as a result of making this crossing less than £800 credit for the 16" Butterfly valve in lieu of the 16" gate valve. ! The City's portion of the estimated cost should be $16,035.Od and should not exceed this figure without written approval. If you have any questions, 41ease do not hesitate to contact this office. Very truly youis5, W �6�Gonn� arson P�Epp`' public Works Director HLO:1Wp i w BUTLER-JARVIS GENERAL CONTRACTORS A JOINT VENTURE Of HUILER CONSTRUCTION 6 ENGINEERING CO AND PAUL JARVIS,INC. 3419 13th S.W. Seattle, Waihington 96134 624-2339 July 24, 1974 City of Renton ,R Department of Public Works u 4th Floor City Hall Renton, Washington. Re: Contract 9500, SR 169 Maplewood to Half Bridge Attention: Dick Houghton " Gentlemen: Subject: Water Mair. Completion Please consider this a formal request authorizing completion of 12" water line on the Maple Valley Highway. Work consists of testing and chlorinating water. Thi; will permit the City to complete the actual connection. The cost of the above work to be billed to Butler-Jarvis. Yours truly, SUTLER-JAR S 01.- i C, Denton L. Han rd ULR/vh ti 1 c_ City of Penton, Utility Dept. PRESSURE TEST FORM 'dater Project >t (( y Name of Project _�(� !� L. .� • ,�( This test was taken by _ .�_ on _ r At a pressure of �1.•';"Q J, PSI , for • minutes. The test "Failed" On "Passed" on Comments: !._ ' _� :_S.tie- :L. IIxI Septaaber 11, 1974 C. M. Hoeagh DepartoMt of Highways 17524 Bothell Way n.r. Bothell, Aashiygton 46011 M&I60t, ?R 169 salt Rrldge to Jaootlon SF 406 Pear ft. 4a agh, The City would like to relocate a hvdrant located at Station ►R-1 9e60. "his hydrant tAs rectlKly been dawegad and it /s felt tt.at the location %omU be xwtter suited to on" off of th► B• line at approaieatwly "0 on the ♦lt-1 line on the east aide of the street. This relocation will be at the City's expense, no vout will ba inured '.v the State. The arrenq sonts for this relocation will be mach hotaear, try contractor and the city. Tf farther information is neoeesary, plwaw contact this office. Very truly yours. aic%ard �. Naughton Utilities ►nginaer x nonalA O1sM �- C.Pfice P"Lft r Whom t reptew'Of 1) 1974 Mr. Tarry Sullivan Pacific Patlnp Company, Inc. 121 River Street wattle, Washirgtor. 9310R Pear T*zryg Subject, SR 164 This ie to oenfira the rity's authorization to reln4ata the fire hydrant located at IR-1. 3+C0 tO the Iw:aticn as discussed in the field Saptamber 12, 1974. This is tcu confirm the !mica of S550 for said hydrant relucation, Very truly your*, Richard C. Koughton Utilities Cugineer wnn.ze clean office Engineer Rogan < i UN,TtO PACF11C MaUeANCe 6FOUP Page 2 Insured " Pacific Paving Co. In fact, they feel that 75% of the repair - o. '.s should be handled by the City of Renton. It is our feeling, under the circumstances already stated, a contribution should be made by the City of Renton of at least 50% for the damages. Please advise your position in this matter. .s Very truly yours, UNITED PACIFIC INSURANCE COMPANY Ed Enerson € ,bj Claims Representative I 4 P I r. 6 r E ,r SLATTLF BRANCH UNITED PACIFIC/RELIANCE JENNY BLDG ROOM xao 2200 - BTH AVENUE SFATI Lt.NA 96121 AC RIB 623 4000 f CTI � (D December 21, 1974 Don Olson DEC .9p 1874 e City of Renton PUBLIC wq)R,(' t)c Engineering Department fin' a' k;P/;rw City Hall Rent—i, Washington 9805S Re: Insured Pacific Paving Company Date'Loea October 9, 1974 Location SR 169, maple Val.ey Junction Claimant Deper[me nt of HLxh ra vs Dear Kr. �Isun: The above relates to damage Just off SR 405 on State 169, in which a Junction box, curbing and sprinkler system pipes belonging to Washington State Highway Coemission were damaged. It is our understanding in talking to our insureds, their responsibility was to install storm drainage, along with improvement of State 169. Ac- cording to our insureds, after they had exposed the sever line pipes and the Junction box along the highway, the City of Renton, fn connecting up a waterm@in, not only broke the curbing, damaged sprinkler pipes, but also covered up the Junction box belonging to the Department of Highways. Our insureds later in working along the highway did damage the Junction box which involves signal lights and will involve substantial repairs. It is my understanding that you have agreed to replace the damaged curbing and repair the sprinkler system olpes. We feel that because you covered up the Junction box with dirt, after our insureds had previously left it exposed, you should contribute to the repair costs. Our insured is not denying that they @track the Junction box with their equipment, but only because your people hed altered the working area so that the box was concealed. It !s my understanding that sevtrol hurl rod feet of pipe will be required to be replaced as well as the Junction box itself. At the present time, we are Tasking payment to the Depart®nt of Highways for $174.32 for Lemporary repairs to the signal system of the Junction box. We anticipate a very substantial repair bill in the near future for the permanent repairs. Our insured, Mr. Louis Demattes, of Pacific Paving feels very strongly that the City of Renton should contribute substantially toward the repairs. United Pacific Insurance Company United Pacific Life Inwrsnce Company Rehanoe Inwrance Company i Mr. lioa'L; :i'1). u.;:u:: 7L . !'^'' ,h':. nf' c • u•;n :;-1-Tac ^inno: and hac clo::cl his o11'lcc is L r /v;a::n t:r, %. Kr, Ik;ata' rddre:•:; will b: So., Sc: Hic telcyrw„c a -ra t i)1 be Very truly W. C. oistrfc`: Ln v:rtr Dy: 1Hii7 B. COAT.?S, P.Y,. Diatrict Crmctru,.tirm bwgiv( :r DLD:I,b cc: H. C. ,',=o:: 11. Uyc 1¢ �. c_,. • .. (< �:. ,,) a. ,:ill It. 1/.; rc• h. it i Y.. :aw. a, •, u,,n It. I•Yq;.won i;. )•.tr. J. rri t.; •,^nrua/City of Renton D. Jolty yr! ,(a:0na%C1ty of Auburn C. Ie..,.,y (Dirt. /) Grcalsi UlxrtL/City of Y.ent J. F,^rr, i - 2 - MHAT DAMAGE. OR INJVRrES do you claim reuulted? Give full extent of Injuries of damage claimed. Give the sum you -Idim on account of each Item of injury or damdre, It personal Injuries, attach, if av#ilal,le, medical reportl it proppeerrttyy Jemaq.•, attach, it available, an estimate• of repair _ A_.,a+eri� ie e>ts�ted of�h; fe igy f Raptor for e: p_lonaeed by Pmeiflt e'�L +� tilted laeif�,c/iellagce !Lr• Co m ChHr behalf. TOTAL AMO1111T OF DANA'IEF CLAIMED: If YOU HAVE received any INSURANCE PAYMENTS on account of the claimed damage or infurJ, nai,,- the Insurance Company, amount rec•cl :•, d and late : —SLs1uIgZ1t��S+t4._vf ]�1!19tton _ 174 32 '— ,__ matt El ctjjSa_j1i£..�.�a,l ali8—�— is "dltiooal _b_LLl,#"jtic.i2eted n the future_ L SST IN DETAIL the actual out-of-pocket expenditures made by you, of on your behalf, on account of ac�ldrnt or Injury compl4,nr.j of : DATE: ITEM: TO WHOM PAID AMOtINT If POU IfAVE BEEN HOSPITALIZED or under medical care on account of the injury compla:nmd of, please list names and addresses of all doctors and hospitals and data of treatment and confine men t : It THIS CLAIN relates to any defective condition of public property, indicat,- whether you have previously givon notice of any such alleged lets -•t, if so, give name, date and place of City Official to whom aurh notice was 41 ,1en: --- Dos-pl oo• city _of Reaton_Egf.n�erlug Deft_—_ _—_ IF YOU HAVE rrtair-d an attorney in re, irds In t,:I.s !di T, p 'rasr live n-ime and adure.sst J IYFN of Fino County, WAst 'ngton, this —day of 19—„— I hereby declare that the f0re4 �11Vy statements and information are true and correct to the best of my knowledge and belief . SUBSCRIBED AND SWORN to before me this/lgAy „fILRk 192, Notary Public in ^nd for the PtA.te of Washington, rie^idiny at NOTICE, R.0 W. 34. i1.010, as amended by Ch. 1h4? Liwafofµl n7,�protlbe# that alI claims for damages against the City must be presented to the rity Council and filed with the City Clerk within 120 day# from the date such damage occurred or the injury was sustained. No action can be maintained against. the City for Any claims for damages until the same has been presented to the Council and at rout 60 drys have a" i elapsed after such preJentation. All olefins cubmitted must be duly notarised. CLAIM FOR DAMAGES '''c^� `� CITY OF RENTON NOTE: PLEASE _ 5.READ ENTrRE CLAIM FORM BEFORE PILLING 7.9. R .C.W. 1 11. 000, as amended by Ch. 164, Laws of 1961J`' b1i9L1 is* the requirements claimant his to follow in making slain against the City. Mr. Hri. 'TAME OF CLAIMANT: "ifi£ Taviff Cjmmn1Mi ss_;_ (injured ur damaged) (La.:t) (Firsrl (Middle) NONE ADDPeSS.' 121 South ILIv_s_r Street EMttla.�fahittttof 98I08_____Phone R0 2510 (:ltreet and Number) wity and State) STAFF your place of resident& for Six nonths last past : (Street s Number) f�! as ebw� _T (City and State) t u at .>i N1.55 ADDHFSS: (Street and NUMLar1 (city and State) WHEN did damage or Injury occur' .ive lull particulars, date, time of days WHERE did damage or injury Occur? Describe fully, namin7 streets, Indicat- ing place of agcident, i .e. , North , South, East or West . Attu ch diagram If deemed necessary. iR169 - M1f brad 1 to JCT S* —L% cowit7 INDICATE the physical conditions surrounding the occurrence (such as. stAte of the weather, lightness or darkness , condition of road, traffic, power lines, etc. when appl , able) _ DESCRIBE in deta( l how damage or injury occurred? rive full particulars: __q1iY nj k� pp�!oL19R fn a_ figtise that construction cr1ttf4Ht M.ccov ad _..SiP17�4tion box th ant-.vaR to be left_elrPot,Rdy_ Pacific Y�viag_company. v��_ sot ti+re of sbm-%bft=&-J-P co1d141.oQR.et�_x6>'e—forced to s k _tht box.._ IF ANY WITNESS to d,image or injury, list names seal address of all wltnessesi NAMES Of Any employees of City causing the injury, damage or loss, if known to claimant:__ ----_--- WHAT p/rtieular ACT or OMrSJrON on the part of City employees do you claim Caused the injury or damage eiturr:y):.tl+y.C1Ly -f feet ea ®y1av,•es tp.JQLli.%_Lbt yrtf c laviaf C�a�f.1,QR�3,lIt)L.iHtrs. mt.ex111R ShS..S981fC5�f138.1I�4.H4 flllll�>K� 04 IF `Vans-Governor HIGHWAY C-OMMISSION 6.H Andrews-Viper fop UM rAk(,.I , i I , JIM WAMM. TON STAI. HIGHWAY DEVA"TWIff ING,.T ^IN0 FIELD OIFCE l"20 24TH AWNUE 509tN AEATTIE, WASHINr YON gala/ Jnm:ary 23, 1i7Ir, Nr. �lor, er. ?'l i Ave. Rerrt�rip rla ir:• )?'005 SR 169 Half Bridge to Jct. SR 405 US-0717 (2) Lear icons ContrRc, Ml Attact.eJ it,. ono not of "as-b,ily plala for the 12" water main c.:crtructed .❑ the ar.ove referenced pruyect. ' r. ,tn(raly yours, K. J trick, P.E./. Proyect Engineer RJPtdr attach. sfile i HIGHWAY COMMISSION j ' .a I AY jAif PN1 OF 1i I1,,I V,.Ar. ..INNImlloN STAT( NIGAWAY D!#At TAwNI WISM1 tlNG FIFID OFFICE ;0020-24TA AV[NUS SOUfN atarru. WASHWGTcw Val" rnhruary 1, 1976 a n Mr. Hon 01 yen City of Renton 200 Kill Ave. So. Renton, We. 9'1005 SR 169 Maplewood to Half bridge State Project in—trect 9 Clear elir e Attacced is 1 set of "as built" plane for the above refererced ;.roject wt;ich you requested. Very tru.y yours# 62 P c ) R. J. Patrick# P.E. nrojoct bngineer RJPtdr attach cct file I gyp. k 1: i April :'� 1777 T0: Gwen Marshall, Finattce Director FRW: Warren Gonaason, Public Work4 Olrce:wr SUUJLCT: Laaemmt Draft to llurlington Nurth6rn Kailrusd ----------------------------------------------------------------------------- Pluase prepare a draft in the amount ut 47UU ..0 uurlington Northern Railroad. This is for a railroad easement in conjunction Wllh the State lilghWay Da:parbaunt Project SR 169, Maplewood to Junctiwl SR 405 for a wa.er line. u This amount will even Nally be r,imburuad by the State ❑ighway Department to the CtLy of Renton. When the draft La tompa...ed, pl.:a>:c t0M..lJ a tv the U[rlity hngtaenring Department. Charge to: 40, /53.,32/4t la:sp 1 s t:ev 21, 1971 u u Mr. Joun tt. Hayes. P.E. Project 6r4inwr Washfngtoo State Departmaat of !'-, says 175. , Botnall Way Bothell, WA 9doll RC: Hep!. Valley highway - L 16, Dear i1t. Ha,as1 At the utility t9eeting uald on Taursday, 17, 19'3, it rare tD light that at spproximataly STA 1503t50 thane le Later,creme betweeu the planned Storm sewers and our existing Sanitary e.:wwc, 7nls is mown on page 17 of 53. and on the profiles soown on page 20 of "i. From the conversation wiG: th 3ta•.c rapes untatives, it appears that you are going to saver this lino and Ant ra¢onnsct it. If t:11s ie the case, it is an extreme oversight on our part and ve request that you raise the storm line to cisar the sanitary aewar and also make arrangenouts to stub said solitary satyr outside of the Caro line to the north to accommodate the future relocation of the Cull Station. Jery truly yours, Warren C. Colutssoo, P.B. FablAc Works Arector e.ichard C. Hot ghtw4 Utility Engineer KZISF t f .r♦ I i i T 23 N. R.5 R.Vv. M. 11510.52.20 Poc t8 arLT.• 11-M.Ut5 PT P-''S0 6=34.458E' 1 T 2347g 1� c 455J9 i 1506-5355AOT 2+400'lT= �b CC. 6.50 PC CHPNGE� / 1 2 1 .3. � = U r^ C�J�," s� �' / $MaM1 YSI•f.(� .O {�'c� It 71 9 S7• 19 aF M _`W_1•Y�__� RS4N�T�.RVSEW DI ,2S 5 b . �M PEJ SEWER 1 l P EF MEt /e EA g� `= (� �``((`��W Yr�J=x Nw (21 l \ J 'B xMwems— _ s- 17 Cfx:NiET 1 iMM I 41 V ' '- W 169 AV 21Ai TU AV 24,43 ALAALEWCOD To AA0 M DGI YY.Y4Y1=. _ :a4.rAee D✓v CONSTRUETQh CENTERLYNE �•n SwC)'4`q r;Z\ r� SCALE 'N rEV PROPOSE [: CONNECTION BETWEEN EXISTING MANHOLE E ME1 RO LINE EXiStin9 Mcnholt € 3,. Sewer Pipe- " 1 serving the Gu11 I Oil Property Proposed Existing Connection, METRO 42" Sew 5 I.4 4 Approx. METRO (Approx. Highway Sta. 51 +00 Sto.. 150 ! *00 ) Cedar River Tr ,nk Sec+ion. 1 SR IG9 r, Be Core Drille-A Maplewood +o Half Bride Contract 9500 Project EncJr.: ,John Hayes } Date : .J�ly 2 , I973 , 1 � vYASHINGfON STAN Dame! J. fvam-Goverro.' HIGHWAY COMMISSION G it Andrewn-Director DEPART%t CNI O( Hi(,HVNAI', rt i lo ,Pn'—ac - DC::.L' ..^• LaO�Ja tt. . I John N.Rupp Chaurman Harald wabh Baker ruqusor A H Parker 1 orna vwm Haf w L.Roular 'leMrb e...r• wdh wJl• Ilnmerlr.n 1pnlaoe .nanw An l -s!A 7 .1v 7. 1971 i Mr, I.eo �Iora1N IP,ClK1 410 Harrison settle. Washington Ref Connsotion to Cedar haver :MM Deer Mr. 4o1a1N: Due to construction of the Stata Highway vicialtY of Maplewood Gull Station, the sewer line and its roapaetive CUnnsction to the GLIJ Station has been da!stsd. We are requesting a dirac:t cc:rmw._lon to the Metro trunk at arnrcei^ wets highway station 1501+00. Shin would not fall under the latecoeer agrsas�ant duce it was previously connected to the Metro trunk at e different location. ilea@* fled attached a detail And plan view of this connection. "ank You for your attention in this ratter. very truly yod.ra, Warrnn C. cwmNai, C.e. Public Worko DI rector Rinhard C. Boughton lublic works Director WX:ran- itta+:lsesnt ,1. August 24, 1973 , i ' TO: Dick Houghton , FROM: R. Lyman Houk SUBJECT: Kennedy Brass Fitting Catalogue Bob Drews ha!: asked that you review this catalogue to ascertain as to whether or not these fittings are satisfactory for the Maple Valley Project. If you need more information on this, check with Bob Drews. tea_ RLH:mj Attach. % September 4 IS73 Mr. John I,aycs I roiect rr,yineor t.a..hiz1.?t-n .tate Highway Lq t. zothell, v,A Subject: ::,,; lc .alley diyhwr• :eject-t•.ater Ma,.•. !ittitxy; 'roject r Dear Mr. flayea :ue tcquest :.r Sitting aceeltaLility is as 1. T'r„ li! e fi-t`:ule ca:,t it-n a:•:: i:,a t at, r.. 2. '1::+ c, e,el.inat,,n cit nlenr•• .:ai•.::• , •.:,' i . ?,. ':hu .Ly4!r i c, u, Iin, y} .. 1� r,rf ar,. a. .� ,. _ .,mith- 11aI1l. ' 4. ; ,vac . <e:vicc sa 111 L a:c ci�T ac<._. ,LLB - 11. Ploir !! m•,>dadl . ..,2zvire5 th•nl, 1..- •v 1 :.0 ..,:, r�'v 5. "ho Z�n (d r ji,.r valve:r err n ,: acc-• It.. l,r. cn 't'. " 9Fac.ficationv.) Very truly yrnrs, 'sarr-n C. C;1:.•.o ...n, I .'. 'ul,l is :'v'1c : 3cmald I. Utilitice L'lice 1rJ.m i IO•rrl Attachment r � t I()N STATf HIGHWAY COMMISSION Gdnf uI dAndrews s--Drrpowr nEPARTMENI ul M(jj+� nr. 17M 87f.8a! e .x '73 biller.a�.�Janis r 3W 13W km* seattus Wrh'.t4-tm 9'-1% .lawvrd t a .e '_ck� Att+xtLi�nt !#r. Tx:,; Tallutaar. 3rx�L;-aot ttl•itlutriLt It aas b omf:trm1 t, at t,a ..V7 of zutw vU :i,t ',o 1wit4111n3 %n lr a-f-kos of Vw wtw a *"4 as alvim w. Vx. c xitrto+. Amw at thJ Umo 1 diaaesad th'a W_th tWr -tUittoe Ili irmcrr .'s. M-* ma's CR 9tlhw ',th. Y*u .vW vpxwed alth t;La omwtr:Ot;xm of tiw vidoMwl;: ^a. Uw left sift M TAs. tnw PIM90d. ?toct :� -.;•ear oot Ifo no& wall y Nt. atok f %eatm C E f 1.MN.aYYQW111/n not"wath Bake,fe uson A.H.Parker LorrtiReem Harald L.Nou4, +Dial [rv.M wd.Wd4 be.wrun Slduit .+ueWr Mr. John H. Hayes, P.E. state of Washington Dept of Highways Page Two n3-2g-7A l.r my opinion that this installation would be far more eaally accomplished by is your Contractor at this time than having City forces wnrking in the same area or coming hack at a later date and re-OXCOVAting the now paweaant. The eztansinn of this mein is covered imdwr Pormit 07-1377. A reply to the aforementioned extension could he appreciated. Also attached for your information in a copy of Water Project W-373 A which show how the praeioua wtermain is located at the approximate Station 1550+34i Very truly yours, Richard C. Houghton Utilities Engineer Ronald L. Olsen Utility Office P.nginaer RM.mw Race. d "arch 28, 1974 Mr. jehu H. Itsyes� P.E. Project :;aginoer State of Washiugtou Department of Highways 17524 Bothell WOy N. h. Bothell, WaabigVton 95011 Rn. CS 1734 SR 16y - Haplavood to SR 405 Cif of Ru.ton�Agrsemenc_No c GC,;3280_L-3 97. This is to confimu our phone conversation wit'r regards to several lteus. It is understood that in SR 169. `oplweod to Rolf Bridge (`R 93.69 to 24.4[.) the State Highwray Department will have the votermaln install"d in the inter- section of S. E. 5th St. (STA 1498M0) South of the proposed sidewalk area by approxivately 5 feet an as to facilitate the future extsnsion of sold main, by the City. The oast itea; is with regards to SP 169 Half BrldPe to -let •e, 405 (t9 24.45 to MIR 25.18). At STA 1544'44 the specifications call out the lsstrllatfem: of a IV gate valve vith 3" b-pass valve in concrete vault. 71ne to the delivery time involved with this Rate valve, the ,ity will sccopt a 16" Buttsrfly valve at said location. Attachivt herewith is a copy of our specifications for both valve cad vault. The cost difference for this installation would be $000.00 in fav'r of the State. This figurs was discussed with W. Jim Sims of Pacific Psving . ed he has agreed with St. ,he final item to dier, on is the lnatallAtJcm of am* addition watsrmsin at STA 1548"3. At the present ties, the State is going to install a 24" x 16" cross a: STA Ik&l.95, with the City supplying the esterlal. In our discussion you otate6 in vlw of tha above savings, the State could 6rohobly arrange to install C,.ty supplied 24" water pipe (connected to cho aforementioned cross). across ttw right-of-way of SR 169, Attached herewith is a drewin, on your plan stet 30 shoring the location of this extension. Also AtU had lb a drsvlaR shout" the original couaopt which is no longer correct i, to entirety, but is doe show the other utility locations corractl� of fa, rs'rtdmli. This addi- tional installation w:.l. involve approximately 16 Ly cl 24" watermain. It !s } April t, 1974 Mr. Jam H. P..yes, PA Pro5eet Engineer State of Washington Department of Rig*4we71 17524 Bothell Way c E, Bothell, washlostou 98011 RE: C9 1134, Sp. 169 - Maplewood to SR 405 City of S,1 t AfteameMt do;GC-)2S0 -9597 *eat Hr. Us7u: 1t has •scantly Was to a• ■6tsntiou that thare is u: errot in the contract docuvents with rsgsrds to the test pressure on the vateresin presently being installed in Phan I and in Phase 2, The eequirsd tut prwasure for 12" +ataraain is 250 p•s.i. 8eclossd in a copy of a portion of the AV4A specifications vhiel% govern this test pressure. Before the City will accept this wterwaio, it will haw to be tested at the above stated Praosure. If you have any questions vW regards to the above request, please contact this office. Very truly yours, Richard C. Houghton Utilities Engineer yvoald L. Olsen 02111ties Office gngiaur R7A or .� r HIGHWAY COMMISSION 1754 %the1l amv '-. L. Bothell, 'laahington 9'1011 April 5, 19 tl _ tr.. Rickard C. EoWhton 1'tilitics ';gginaer xn2cipal. Cuilding 200 111.11 Avenue ;outh Renton, -Jashiy'rtOti 98055 ' 9k 169 ?;aplewood to half -ridge State Project. - 1973 Attcntion: '.r. ':caald L. Olcai ,ontract 950C Gentlenen: In accordance with A-reer.ent :.o. GC-3200, ,he vatermabi we are installin,; in Phase I and in Phase "Li will be tested -or a pre.mxe of 250 poi. Although the contracts (2500 and 9691) specify a lower pressure test, thi requ,renenta es specified in our a�!reement it.th yoi:r :,itp will be used. It is ty understanding that your inspector has witnessed the pressure toots perfomed on tho presently installed main. ^.he results, to date, have been satisfactory. 9ery,,Itruly yours, mvcs, P. Project V-n i[.�er cc: Ilugh JY.tt;sbf jb� p Pu€ VIP;IfT''�� � fi 'HIS A;AEPIP male and cotered into this i betrrern the Stave of W.,zh!sgton, acting t1l'wigh the hi nr ten Statue r I;i•' :,,.y C", issier, and the Director of la.lghxays, by vlrtaa cf RCV Chapter tt,lt, hcrcir,afier Cl the ,I "Stator" a..; City of Rtnton, City Ball, Rcnton, 'Washingtur, ;;ioi, h�rrir -,Itcr coiled the r , I! Mrikk EAS, tLe State is pt..•nnf ng d',. tuns t ruct for, ur i:.;;n..rr.•a;,t rf stt-IG^, Ihn+e.ax„ i to sR 41.5, and In con-,ect!on Me'aritF. it ;s :races sari' to rr r�,• c in,•c/.lr 7 to It 1� construct certain utility fgeillti^_s es scl forth In the a[tr,c-,cd r,lanz, one .1u, krd Exhibit 'b" and by t h I reference moon a part hereof; r.HFREAS, it fc de-mod to be in the neat public intrre.t fo, thl: st'--c. to in.lvdc ti-e Means .ary it(wS of .rork fo- tnd con troeticq ti.c Ut' ! ityri feallit'cs in r the Stilt.-rs construrtion contract pre,n;co for the loprcve�am,, of t;,i sr: tle.j :: !„t 1 riguwa• , with the an'cad stir;'at ion t, .^r a credit is e-,e fcr it,,, v:iuC or rf service life of the f.,ellity hcing reo!eccd due to ti.- cc,: truclicn o. the repl.^cen,eil acuity, and WNCREAS, the Utility has n conpcasai.lc fntcrest in its facilit!cs r.c.d ric%t of way by virhJe of being icipal ly e.-ned and etcratcd ane exist on a State hlgfraby withir El- eorportte i1;0;ts of said city, and th- state is oblieatei to ic'r,.',urse the Utility fur I the relocation of thC•c iarililie• , and "h, Utility ie t'. !Y':,atr-d '.,r tr.(! cost or e: ; relocation required for fac; irtics n;,t on Utility strr•: s or priv.,t,. r ;,;4L of r,:, . ;1CV VEREFORE, in conside r, s ion of ih' •^ems, cOrdr:i. us, cove.• is cord w ri'C'7r ,ee t 1 tmtair',d bcreln, or attachel and Incorporated and m'r'c n pt , IT IS NUTUAItY AGREED AS FULLnl ' t ( 1 ♦.- i,' '' 'y � r' _- ., iy� ;.•h r r;ill i • t HIGHWAY COMMISSION O,hee of Out wt Enpn.eer 84 :.wftm Avenue 9uth S"tu u - ' e, arhington 9gtUB Refer, UTI January 9, 1973 City of Renton City Halt :enton, Washinqton 98055 CS 1734 SR 169 Maplerc3d to SR 40S Attention; Mr. Bcrt McHenry City of Renton Agreement No, GC-3280 L-3j97 Gentlemen: nclosed piease find a copy of the Above-referenced fully-executed utility ' agreomen' for your files, s Very truly yours, W. C. BOGART, P. E. District Engineer '.Zl(9y: JOt SERKOWITZl i TBA:ea D tstric tity Engineer Enclosure cc: Mr. Bentley Mr, PA I l igan,Mough Mr. Long (w/letter and agreement) Mr, Guy (w/letter) it Mr. Atkin (w/letter gnd agreement) �f{11V A. PAZ RN WON PROPOSAL — Cortfrued The tndersigr,•,! hfr^b,. +are=a to c1y tc Ilbor rot less than the hourly mini-om rates of .vngc-s set Tcrth in the", special- provir,ions. A proposal guwrarty in an a-�)unt of five Eercf•nt f�"..t of the total bid• ba ,cd upon thA eperoxirste estir-t_ Ef cvantities at the above prices and in the form as indiC3teJ below, is 3tt3cr" 'e1r�,tn: CAS„ ` IN THE A•JC IST or CERTIFIED C�E'� PAVA�LE To 11:L STATE TREr-SUPLR; FRCPO'AL UCNJ f In THE AA%-.T or or TP,E DID, f _.. ._ ......._ _. _................................ f/ ATED TNI' `I. T \�\ 7 D .............. ........ .1..... dAy t. tartPE is or BIE:::,: fPnnCO.11 Place cJ BYStneSTt TAtf trcposa( fart Is not trcns lr retlr an: any alle, .tl,;n of the Jtr-. Rare er.t. herfen L;.ieLf trtor ;rf7issscr. Jr,- :t. Fcrectcr u! ;,.r. .-eta wnll to aDtftnent for cc^rl -•:-; tr:.... .r t.. ._ ,: :M of to r• '. 7 fjl Y I :`,i'F1 i 7MR 41 d:K4s�:" 1.'- 1. .1 1 1. 0 l' U _ n t 11 u ! 1•?I[11f? 1.411 N,Cce ! 1 T f : ff :00. Fu11vSrilr. l ;i STEEL VILI _///!///////!//////////////////// Y'ER L1N. FTI — -- 39. 0 ;7; l 1+k S f r;.L P I l :.1. .__--------------1----- I - AT ONLY ////!////////////////// //// /////////!// ACH 1• 32'ir000. 0 STEAL ri': i' c� /////_// //!! / ,///////!II// //!////////// I PER 117J'+0I _-- i 340.0 C „faEiF 1 G AT l — — CU. YDS. ////1////;%////////i:/ !//////////////!! I �— `. C•, --1,620.0 CC'.rRETc :LiSS ., . _ .------ ---i.AT _. CU. YDS. '1////1////i//////////!///////I///////// / !' Cj <C1 lrl,'rll!/Il, _! PER LI .. 1 T .. CTF 1( : ,':,U, I IT 11;'1-v SVN IIII////I//!!////i/i /!J/!///!!!/////// 'f I LUMP I,UM Tim _- 350 00 AT AT , IILLI —__ i a I � r,t ,r .,10+tax, �r�,,,r i Yir><i,.�d3�alA�NiUdi '16 1 p� 11T^ 'd �;Ni "k I 1''ar AL _I I v l V J 1s . T F•tl1• tF 4F A ICY I M 1/If, Ftiir 11 LI Ot1Mr t L�� 404U. 0 ICL'tEYT COr.r_E.rTE 510L,!.,LK 090.0 LICHT LP:)S, PEP Tr)!J�____ lL.O Ilt::;o vl cf. ip aiPRaP — j nr �- 1 Cu. YOS. /!!//////I/!///!I///1////i///////i///// 1 '7 100.0 ! .i'.". FILI °L Al'-- I ILLUI It-:.:T11) J SYSTr r :)I _ i't SI LvIC1. ' AT — LU'IP SUv N'O. S:S 221•) i//1//////////////////// I LUMP r'ilt ! r0')D! > I r :0i7, 0 IPLAGSIt:11 .:i tt;:' D h';; Cf.. r.T V HM '.5 //////////////////J/////////1!///////!/ ' AI00 6,000 00 JMU-Z LLJL%U.116, r/rlii!.ii/ /iam!p,'!-,_—PER I Ar BRIIiGE IT611'S 6tZJ0..0 I SI';:UGiU;.c r /.C.:V.:Til;r: �i SS n-..—`-- - i .T I �. ' ' , !.! /r !/ / r r / - nrR_ (11. 11. : A'.J (.'. I S lit T,.A 0111) 3.') i Fll,°"iliilLa. :,'.:1 L . 1" 1Cd �Tr. i I: ST i• il ' !•f I _ * t JY: jlA' /IIi IINI 9l rt'i 1 rl., rl ` 1 'R' �f' 1 .YH !I��iRM, iflf F "LY('' 1Y�1 '("''t' i'�} ' .:Vk "1� n4 Ca i 1 r, s " 1' HJI' U SAL l. t -`--- - At e0tn+f. f Irin r Y I 9Uwt IiiI1T I I 1 E H Ql, _ .— - . . TEWPo!APY WATFP PrMUTI (.': Ct "ITPOL -- i aT —� ////////// -STIHATEO 11500 00 CPI .`J Cu. CRrir U) : t•IU G : (ER - — — AT -- _ .,/(///illllll/llllllllllllllll!/IIII/IIII PFR 1.I f:. FT 13.0 LC'L' "r' (: I"!L; (.i ----- - - I AT + ZIC" U PLASTIC l dtF' f [': ; AT i ONLY ////////J//// '///////!f///!/////////i// �PFit Et.CH! LA;L 1 ':;.i._.° AT LIN. ri- Il/ {/ �- d6 -� !!li limil// -+ I J/f/, / J///!////1L/i/// qIR Ott. FT /C _ — 6UC C' _r C,i- ,'(IIG rr.l 1 '.. IL i „'i. 7 AT I - LIN- PFR ISJ. FT, �— _2..0 i. AT :.If///ll , , ,/ !;! , . /• ; , / ' //// !!/! '!/1 -- PF° EACIf .0 RIGHT y , . .T / I •�..� Pik Eex T..- n 'L'! //l///I ///J!/IIIJI/r/JJiiJJ ![IJllril :r :,, -_---. .__. .[.lJ�1JI1 'J1,//I!!1, ! /(/l •! " /�(i!/[�1 �, J PUt F-Af,1 4 I -T I ONLY — _ r i 2.0 kL':OVE tNf) kESFT IiilrK PET`%,S o.•:fi CA�FSI AT j ONLY 1.0 IU'.,.cP 12 K :- 1 48 f a., Ut s'I. l . ..I AT ONLY / ///////////////// '/////////////J//////1 %il� /IG� PEP 71,cr1' :■ 1% rf L r I • T— ONLY 2. 0 W4NiJLe5 12 FEEi fG 2J FELT /.2 1hGi ( :.T ONI Y O141ZETEC /,el,C.C' %l rACri _ 1.0 ' .1 1 t ft 2 'CH ONLY ONLY — 2.0 f CATCH L4�l:S TYPF 2 AT/.' ONLY ////////!/////!//// '///////!/////////1/, ---a.0 C 4 T C H F:. S !'JS iYd - _. ONLY pru r-- , y, T— _ I ACRCSi li Art,f J!I///J ,'1/J!/JJ!// ////////i//i/ , ///.'; •. � �_�'._. ^, I 1141.F nt; :047 5 � r ' w y 9 , .t y 1 it I I r !1 ✓ 8 10. 0 ; PLAIN Ci14 cIC u•� V. C. )e nt ; PI-pC 141 LIN, FT. 15 I%C,f -Dthr•ET V _402.0I////1///////!//:!/_//////1////////////// PER LIN. FTI — ; PLAIN CC%CIETE-0: V. G. Se:icl PIiE - - i-qT - " LIN. FT. ' 18 INCH OIA4CTEQ I n( i PrR IP4. FTI �275.0 LL,55, II 1`.FC Cc0 C(C CJ.cT[ >E 'f Plrc AT — - LIN. FT. 2.4 11:CH Dla"CT '//!/!/ D_'it CI11. T:_ 198,0� SPEGI:,C r ikF+; r Ccr c Sc.:Env 1 47 -- f LIN. FT. 142 INCH Of PETr_ I r� <J� y r FT - -4, 718.7 ST1':'1' t. . FC1: PI �'t. AT '. _. f LIN. FT. 71 2?.0 DicT11 L 7 1.: i :. VIP. — I.1N. FT. I r r f T _ ___._/1r ! /! / /;/ r/ " / /, %.'///! '( i / 1/11/!/ , / PF 1 , FTI 1. ?G4. G I [ JCI 'L1. :. PI VC LL! ' S 1 -" _ AT -J �- 11N. FT. 12 1 :Uf I'1 !f-r.TE I /Z, (4/ I /!1////!// !!1i 11/_/_1//Il/ r//////1fl . ,' PF-V Lit:_: rt t, . V L.. 158.0 ( L'CTICE 1 , .�; � :'. ?II'- C _, � I h 1LII yE - LIN. FT. J 12 nC lL I C .I_ 71L i i .1f:J !" .LVV u AT ONLY /!///J///////////J!///////il///!/ '//� i � �C I_,- 4.0 1 GATF V.'.L: .1 P::) f'._ .,`1 ', : ONLY 1. 'i 1':C H A'.,( : Y ONLY 0 ////!//// // /////i////// '///1!!!///// r /C• I ! /; �---- � 1 1r,•f � •i t...'I"J it 'IL. f it' If,S ri 4 ♦ 1 a 111 tIF T I :C � ..T E H Y r:N - --- --- ------ — Idol! 2 .030.0 iCP•US S,-I FAC6f TUP COUtISC AT !/TONS !//!/J1! I /!//111/////!//11////!1/f//!/ I At ASPNALi TREATED dASF 4, 87J. O '. ASotieLT IPFAiFU 3ASE AT T3NS k AT _ -� ASPIIALT COYCRFTL PAVEPFNf--- _ -- _— — — 11. 0 'SPAALT FCR TACK CJAT AT T—._:_4._.__--_ .—..— 55. 0 Ki• ` :•1L I- I LER I. F15Eh P"rI AT •0115 /////////////////// //////1///////////!! T 50 00 � ?,750 00 , — AT OTIlZR ITEMS 14. 5 I CO;;C•`(Tc CL I SS .0 I AT --- PE _CU. YP_.�— -- , 104.0 Crier+ I' 'JF A Ir,!It OT-11r 1F.n AT , 1 IN. FT. / // r/ ' r 'i/!/L/Ul! �Cit— —E_T — -- 3.Oi0. ') rPLAI:: ( GkTF fl; ':. :. 51 F. ? II'c Al —i... L114. FI . iI :.Cl,I I:"FT! L/r // rlrrlrlL!i// r!/l/l_ ./..1' /1/1J1JL/!<11_ CEu. LI'i.._°T 1 3 ' I i 'f t' CUnI 3.0 IVAR IANt E L('AU ((,fill-'CTp !"r• 1J/.f1[J_/1/1LL1J1.1//1J11J1/!/[LLL/!/LL/-! JtL `-i�lli -------�---- , HEAVY DUTY POWER GRAOE'( FOR AERr,Tlr1'1 I AT HOURS ; AT FIXED I'O iCl- 1ri OJ� 90I00 -- S.0 �o4f:G Vt'.�.� Lt.0 Tr AC TCR AT FI Y.E.O Pr ICC AT r lEi HOUkS l ; . 90I00 _ /!J1LL.UrL!!_J111L1Ll11LLJI1J11/_ PAT EoI ,ry --- 5.0 1A`;O-- CiS" A'f(r 1,..*,T'P AT : 1r:=J P-' 1`.F ' HL)URS ///////// ///!//// 1 ° � 00_ ( 90 Jo �1f.71_LI!I CLAS !TILL//1/1/!.'J11L/JJ.//11J//I/1Li 4.—PE.� EiL' 6r95". 0 STR UCIU'. E ; +'.L AVLII )': S b Cu. Y05. /////J///// //////// ////////f/////////.'/ I '._I7, ' i 4/_f1L/ '--^GO .C1 __Y1). - - __ .. . . _ / // '//// 'I//l /// . '// //l///// ili ' /.�•f� ^ J_L!.'1_I-/ e__1.1!I.'-1!,L1111/./ ATE_r�f.J.._1'�.. GRAVEL ATE_tll�_Yr 16. 0 TCH EXi '. .T I(,t: 1':Ct J,?V.: UL n l l YL?1.�PLrt_f. C� _.—._ --. � LJ!/!1! /r:/ll.L// . . ' _ .—.-- t.-_..._ 10J. 0 C r:"LL r!•'• i :' ,VATIC: 2. AT jC ( 1. Y;?s. l //!///!i//////////! // //// • //I/////!1// / ! -- i LATP-L':L _Yll i-� t UMP "UM /////// // // /J/// _L tlyn Tr7'1J,0 G?A`JCL '"•' fl. SG `' ' !( C I /! if rl!! z 4 74 ^ D• ,(It tar of M,ghvar _..__ _ . `t r ;cr•,ri-rq h._rnD. /rt.:1C ti. t+at \1t;.::a 1. Cra^+^r•t "^.• Icc,n,u. u+ $K 16�. 1N ttlg6 CDO'e 5, 69 Trs 4P 24,45, MAPIEH! TO 14A1.! Oft 1DGEr A STAir" P^OJECr, ST'.., 1'• • 14': iS. I511 �`+0 A•tU It•C10[t:T/.l I lhtESr •a �_ r^•� •.^C t':.t raV gniy ar.dC r:•:erd �,- t'c ollrt:, s;cc, f,c:t ,.,ce and cant rr;Ct 1;C ratio-, i• ,+ ^ ,t w, ll be r.a,tr tr 'r•C •art< r r]..„d r o,a, �; ri this - �•o.;v_ 1 wa• • d, ( C cSy f..G05^ J ... .•' ... G C"-. or is ^jCh t'^C't C' ai cdr D t(C ";. }1..t+ , +rt ,O• pe ' n<,C wit'. ,a,J Dlsr•, i.c. : '+ is)'+s . < .+'.:,a.t, the c I I .ter I, of r:.tr. 4^7 Dri Cr.S: Dr icas :a al ' , t:- „ alI inns. tc: +.I ,,ant o shall bp i. gr� _nit Crrie n (r,.`r` ly"_7 - + _.�_.�- _. ADr-(1%L.S:T. 1 T E ry �i' iC Pi% T Ayt' -- - _-i ttDflllflATIrr. ' rr /!/ i / r, / !!/ / � _.__ ,,,J,,,,1;1, , , . //////// /,!///„ / // • ' (1"_1L 0_ 1.SQDjDO Irlrl/-11ItIlfr ///!,!/ /; ;/// //IJIr( .'I;// --- - - 7.970, 0 { RC1. Cu. YDi. Sr9lJ.. U.. r,, r.r`„ I. J//!!//// /!1/1/ JJ// //i_1/_///!/ 1JJ/J,'/J 1'r?• "I CAI . _ ._ ... Y,'• •,r h A. HiGHWAY COMMISSION �� � °�n'"Ao`ews-`oro0orf i �;.I1.Andrews-Dint for M. Office of p•etr,ct Enpmee� 6431 Coreo.. Avenue eouth Seat Seatme, Weahlnpton 99108 Refer; UT1 January 9, 1973 City of Renton City Hall Renton, Msshington 98055 CS 1734 SR 169 Maplewood to SR 405 .Attention: Mr. Bert McHenry Clty of Renton Agreement No, GC-3280 L-3597 Gentlemen: Enc sed please find a copy of the above-referenced fully-rxecuted utility agreement for your files. Very truly ;curs, M. C. BOGART, P. E. District Engineer f w J BERK OMIT7 0lstric tility Engineer TBA:ea Enclosire cc: Mr. Bentl-y Mr Milligan/Hough Mr. Long (w/letter and agreement) C/!Y Mr. Guy (w/lette-) OF a Mr. Atk.ns (w/letter ind agreement) r fN,j0111 `41% I.r • �'•am AH Pnkr. 1" •nf foafi iiURUNGTON NORTHERN LvrY� 1'lO l.�-nlr.n IAuiduul INDUSTRIAL AND REAL ESTATE .nIN.W.0ungbul98104 DEVELOPMENT DEPARIMLNT 66Wor62419W Mr. Boneld L. Olsen Febrtury 20, 1973 Utilities Office Engineer City a Renton Municipal Build.Lng 200 Mill street Ranwu, Wasli ton De_u• Mr. Olaens Enclosed in duplicate is propcwed e..uement refaceding a 12-inch water lin, to the City of Renton, in conjunction with U e State o: Washing- ton's project •SR 16; - Maplewood w Jr.t. S11 4ui11. The water line will lie witnin the area covered by easen..nt wanted to the State fret hill.way encrUachmenta as shuwn in green on the at4ached print. After your review ani approval please tiardle fur execution on behalf of :.he City of Renton and return th • ,ounll coley to ma along with t1w City's check in the amount of ILIOU.UO Alao, it would be appre- ciate if ycu wc.uld fumitwh this ee hu recoruing data u said eacomnt for conclusion cf our files. 9Ln:erely, CHART W I ib. LAWt, OF 196h CITY 01: RLN10N CERTIF1CAfION Ric;iarti D. Laraon Reylonal Manager heal Estate Y ; •.i i• ,,'i• I.1 � 1.Ill lr.�l.ry�AIIVN % ' i'l 1„1111^NIA III.II 1 ,Y � � � •. , •,. I., wuun u�ywn eMu cue n.r u BYj ��/ ,11 I�n.-••,• .appraiser FS"11:ja Gil, 1^. Enc.l, Files RE-209 hen.on, Waah. F�;JS jtff� (/.n.., Ir•P /l;yyf r 1 SR 169 - P'1P.PLE VALLEY HT9Y W-3 h 6 xHlb t i iTnue d��,,• con Gate Valves Gate valve assemblies shall be measured and paid for nt the applicable unit price per each, in place, complete, which shall constitute full compensation for vdive, bypass valve, concrete vault, and all other necessary accessories for d complete installation. Fire Hydreit Fire hydrants assemblies shad be measured and paid for at the applicable unit price per each, in place, complete, which shall censtltutr full rcmnen�ation for tee, valve, valve box, spool, fire hydrant, shackling, installation of bloc<ing, brain, drains, fittings, fire hydrant guard posts and all other necessary accessories for a complete installation. 2-Inch Blow-Off A;sembl Blow-off assemblies shall be paid for of the applicable unit price per each, in place complete, which shall constitute full compensation for plug or cap tapped 2-Inch, 2-inch Galvanized iron Dipe, 2-Inch sate valve, valve bo. , 2-inch galvanized 90 degree bend with 1/4-inch drain hole, 2-inch x 2 1/2-inch adapter (IPTx Hose; with cap and chain, and meter box, and all other necessary accessories for a complete t installation, Air and Vauiom Valve, The Contractor wi11 construct an air and vacuu•, valve that shall •.feet the requirements as set forth, and where shown in the plans , or as directed by the Engineer. Water tine. Excavation Excavation for the construction of all water line installations and relocations shall be paid at the unit contract price per cu. yd. for "Structure Excavation Class B" In accordance with the provisions of Section 2-0g of the Standard Specifica- tions. Boo.`- fill ' ' Before hackfilliag J test shall be made with pipe, joints, fittings, and valves exposed for inspection in accordance with the sectitn titled "Testing". The , backf111in9 of an open trench is covered in other p,.rcgraphs of ti'e.se Special Provisions, and Section 7-02.30) of the Standard Speciiicatia s. gemovin and 0.esetti2n ffr_Hydrants Where shown on the plans or where directed by he Engineer, existing fire hyJrants shall be removed and reset and otl.er work performed as sneelfied under "General Description." 10 GC 3 211 u EXHIBIT "A" continued) TESTING General Hydrostrtic pressure and leakage tests on the new ploeiihr shall be made In accordance with applicable previsions of !.d'd! C600-54T or C603-54T add Section 74 of the A.P.w.A. Standard Specifleations, except as modified herein. All equipment necessary to make the tests shall be furnished by the Sontractor and is the Contractor shall conduct all tests under She supervision of the Englneer, u Pressure Test Prior to acceptance of the system, the installation shall be subjected to a hydrostatic pressure test of 250 psi , and any leaks or imperfections developing under said pressure shall be remedi-1 by the Contractor before final acceptance of the system. The Contractor ihaII provide ail necessary equipment ar4 shall perform a I I work connected with the tests and conduct said tests in the presence of a Utilities Department Inspector. Insofar as practical , tests shall be wade with pipe Joints, fittings and valves exposed for Inspection. Leakage T-•,ts Leakage tebtn shall be made after the pressure test has been satisfactorily co�aletrd on the new pipelire or concurrently with the pressure test. The hydrostatic pressure for the leakage t ,t shall be equal to 100 psi. DISINFECTION Oisinfec'lon of the new water system shall be recuired prior to completion of the project and shall be in accordarce with AW4A specification C601-,4 and Section 74 of the A.P.b.A. Standard ioecifications and shall meet the acceotancn of the State of Washington Department of Health. The initial concantration of croloring in the , line shall be 50 parts per million and this solution shall be held for a rerind of 24 hours. 075lnfecdion of - e-tire •iite� s 'H ..uilec o- - MEASUREMENT General Unit or lump sum bid prices for all 'tens shall Include all costs fur labor, equip- ment, material, testing, relocation and modificatirrn•. to existing utilities, and ail incidentals necessary to make the insta, lation complete :nd operable. water Pipe The price per linear foot for furnlshing and installirl of water pipe, site and quantity listed in the bid schedule, shall constitute full compensation for the water line, In place, including: pipe, pipe laying and Jolntina; pipe blocking And bracing, fittings; removal of existing pipinq; and connections to existis�g Piping' GC J 28, o 9 �. t (continued; The Cuntractor shall be resubnsible for the protection of all existing piping and appurtenances during construction, and shall take care Pot to dar:,ge them or their protective coatings or Impair the operation of the existing system in any way. Valves and Valve Cha"+bers Ie Valve installation shall be in accordance with Section 75 of the A.P.W.A. Standard Specifications except as modified herein. Six inch and 8-inch Gate Valves shall include an 8-inch x 24-inch cast Iron gate valve box and extensions if required by the City .ngineer. The 12-Inch gate valve assembly shall Include! 12-inch Cot^ Valve (mi x Mi), i-inch Bypass Valve Assembly, and a precast concrete vault. The City of Renton Standard Detail for "Orecost 12-Inch Gate Valve Chamber" and 2-Inch bypass assembly are bound in these specifications. Valve c' ,mbers shall be in accordance with Section 7f, of the A.P.W.A. Standard Specifl_atiops except as modified by details bound in these specifications. All valves shall have cnnerete valve markers with distances clearly marked as required by the Engineer. Fire Hvdra,,t PSSR�hit_5 Fire Hydrant Assembly installation shall be in accordance with Section 77 of the A.P.W.A. Standard Specifications. The, Fire Hydrant Assembly shall include: 12-inch x 6-inch C.Inch,l'tTeeF ire l Hydrant6(Mnch Gate Valve (IL x mi), 6-Inch C.I. Pipe Spool WE x PE) , :- i Connection) , 8-Inch x 24-Inch C.I . Gate Valve B-)x, and 3/4-Inch Shsckle Rod with Accessories, and hydrant extension where called for by the Engineer. Fire hydrant guard cost shall 'e ir•.talled where de,*e' necessa-1 S end/or Shorn on [i'a Ct•+s truCtiC'. plcnc, i'^ f,i[. hydrant assen9'.y arr! ^ rcrart 1-arc c:. ,ts ....,. . t. a st c 2-Irch Blow-off Asse^'Ales Water main blow-off assemblies shall be cnnstructed a• chmm on City of Renton "Standard Detail for 2-Inch Blow-Off Assembly" as Lou" In these specifications- to Govanirod Steel A.P.WCA. Spe eflcatlons fittings Theshall Gate Valveconform the requirements conformtto the, applicable specifications bound In this document. Concrete Blocking All tees, bends, and plugs shall be adequately blocked with concrete class C poured In place. Blocking shall bear against fittings only and shall be clear of joints to Permit taking up or dismantling the joint. All cpu t for furnishing and placing, the blocking shall 6n considered incidental to the water line construction. The City of Renton Standard Detail for general blocking is bound In these specifications. 6 GC-3- 41-1). r► 1 EXHIR IT "A" 7continued) The average depth of rover for the water main shall be 4-feet 0.1rcl.es, and the trench width shall be no greater than 36-inches except at valve chamber locations. Laying and Jointing D Ductile Iron pipe and accessories shall be handled in such a manner as to assure delive"y to tLe trench in sound undamaged condition, ?articular care shall b• taken not to injure the pipe lining and coating, Cutting Of pipe shall be done in a neat, workmanlike nanner with an approved tfpe mechanical cutter without daciage to the pipe. Jointing shall be accomplished in accordance with manufacturer's recemnendotions. Bends and Curves D Deflection from straight line and grade, as required by vertical curves, horizontal curves and offsets Ehall not exceed the maximum deflection per joint as recorvrended by the pipe manufacturer. If the alignment requires deflection in excess of the maximum recoomended, special bergs or a sufficient nu-Ler of shorter lengths of pipe shall be used to provide argular deflections within the limits set forth, Special AnchOrane All free ends, bends, tees, laterals and any change In dir, ,:tlony Of pipine ofconcallret be adequately braced and blocked to prevent ,novel.ert fro:.r hrust G thrust blocks, tie rods and joins harnesses. Concrete thrust blocks nest be poured against undisturbed g ound. thrust blCCks shall be povidr-d at all cnanges in elrection of pipinn. in addition, nil joints at bends or chooses in direction, to a point at least three joints beyond the tsrgent point on either s1Ce of the bend, shall be provided with a positive locking device to prevent separation of the joint under full test pressure. The locking may be accorplished by use of tie rods and joint harness, subject to the prior approval of the Engineer. After the pipe has been joined, aligned and permanently bedded, the joints shall be prawn up to assure per-anent water_ti7^tness but not so ti-:It as t� pr—en[ Y.^x, • some rveren: caused oy vibrations, e: -o oans.nn a", ConneCtions to Exi(tinn Pine "d ;t-L'turc•. verifytallnnecionsexistingtpiping idimensions indicated elevationsr r to toa sure The p proper tor must fit The Contractor most also provide any adapters, ripples or other specials required to make a satisfactory connection, The City of Renton Utilities Department shall make connection to existing mains at Contractor's expense. The contractor shall also be required to assist the City forces with the cootactions as directed by the engineer, rc 3 2 is U s 1 "HIPIT "a" (continued) Cate valve (16") The gate valve shall Le of tanslle strength cast Iron, non-rising rtr:,, full bronze Iti mounted with double disc 93t.^.s. All valves shall be de:,ISn-d for a ninimum water t' operating pressure of one hundred fifty (150) pounds pe- square inch ar.d shell conform to AWWA Specification'[-500-61, and any subsequent codification thereof. The gate valve shall be for horizontal installation on horizontal pip The valves ` shall b oseel ring rollers* scraopeds,i ndtm bap standard esquare loperating lnut awhich ashall nd nn,ee b-eturni s,ng counter clockwise (left)- Is The aypass valve shall conform to the specifications for 3" thru 12" Gate Valves. .a Fire Hydrants (Traditional Stvle) Fire Hydrants shall be Corey Type (opening with the pre•a ure) conforming to AWWA C-502-64 with a 6-Inch inlet and a minimum M.V.0, of 5-inch, Two 2 1/2-inch hose nozzles with I4ationol Standard 7 1/2 threads per Inc: and one 4-inch pn*per non le with the new Seattle Pattern 6 threads per inch, 6001. threads, O.D. thread-4.875 and root die-eter-4,62G3. 1 1/4 inch pentagon operating nut and opet,iny by turning counter cloclwise (left. . Hydrants shall be construct_d wi-h nechanical joint con- nections unless otherwise specified in bid proposal description. Fire I,ydrants shall be of Traffic Type and provision shall be made for drainage of barrel to protect units from freezinq. Fire hydrants shall be such Irnqth as to be s,. stable for installation with connections to piping In trtnches 3-feet 6-inch-s deep unless otherwise specified. Fire hydrants shall be iC.JA or approved equal. Approval must be obtained prior to bid opening. Pipe Fittines Cast Iron pipe fittings 4-Inch thru 12-Inch shall be Class 250, as per ASA Speclfiea- tlon A21.10-1964 (A'.aA C110-64). Joints for fittings shall be Mechanical Joint as per ASA Specification A21.11-1964 (AWWA C 11 I-64). unless called out otherw "iv �n tie The arove shall hold true Froposal. i i • requir`� ;h311 c-^f ori s•. Other materials of concrete, e:=. PIPE INSTALLATION General. pipe installation shall be in accordance with Section 71- of the A.P.'.l.A. Standard Specifications, except as modified herein. All burled pipe shall be laid upon prepared foundation cr bedding miter Lai so that the bottom quadrant is uniformly supported AND BthrougLout its entire length, as specified In s CC 3 ` t► 6 ti � U,,110T "An UCcun[inued One type of pipe as Indicat-d below will be considered for this projr.ct. Ali pipe shall be fabr.cated to fit the plan and profile shown on the drawing,. One type of pipe shall he used throuahout the entire pro Jett exccyt as necessary to match existing piping. 'Where relocation of or replac!ment of existing piping is necessary during construction, materlals used shall match the existing, subject to the approval of the Engineer. All pipe, valves, fittings and specials shall be for a r,inlmum watrr working pressure of 150 psi , a,rd shall conform to the rrqulreacnts of the applicable sections of the A.P.W.A. Standard Specification,. as modified herein, Ductile Iron Ploe Ductile Iron Pipe shall confor,n to ASA Specification A21.S1-1965 (AWWA C1;1-65) Grade E0-42-10. Ductile Iron Pipe shall be cement lined and sealed in accordance with ASA Specifi- cation A21.4•,964 (AWWA C104-64). 4" thru 12" pipe shall be 1/16" cement lined. The pipe joints shall conform to ASA Specification A21.11-1564 (AWWA CIiI-4). Pipe ' joint% shall bo rLShkr gasketed Push-On and/or Mechanical as required ny the bid proposal description. Pipe thickness class shall be as required by the bid pro,�•.al description. Cast Iron Pipe Cast iron Pipe 4" thru 12" shall conform to ASA Specification A21.6-1970 (AWWA C106-70) and/or A21.8-1970 (AW'WA C108-1970) ani shall be thickness Class 22 designed to ASA Specification A21.1 n.ethou of design usinn a modulus of rupture of 45.00D PSI and a tensile strength of 21 ,000 PSI. The cast iron pipe shall be designed for a working pressure 0 thru 300 PSI for laying condition B and 5 feet of cover. All cost iron pipe shall be cement lined and sealed in accordant- with ASA Soecificr- tlon (A,.'-A CI04-64), 4" tnru 11" pipe stall be 1/16' .• Tf- pi:._ a,. ' __ . - . :L .:l . i '• joints sna' 1 eu%r.-Un n^rror ice, as Gate Valves (4" thru 12" Gate valves snail be cast Iron body, eon-rising step, foil bronre mounted with double disc gates. All valves shall be designed for a minl,00i w>ter operatinq pressure of two hundred (200) pounds per square Inch r-J shall cor,form to AWWA Specification C-500-41 and any subsendent rrodiflcation t, -reof. fork valve shall ee "0" ring type, provided with a standard square operating nut, onJ shall open by turning counter clockwise (left). The valves shall be IOWA List 14, or Mueller A-2380. s cc__ t ♦ to .. OWN EXHiRIT "A" c-cntin eu di ADjUiTING MANHOLES Where shown on the plans, or where directed by the Engineer, the Contractor will adjust existinq manholes to the grade of the new roadway. Riser rings will not be permitted on this project. The existinn cast iron ring on th- box shall be reioved and the unit adjusted to the required height in accordance with Section 1-05.30) of the Standard Specifications, and in accordance with the City of Penton and/or Metro specifications. The cayment of the unit contract price for Adjusting Mani,oles, per each, shall be full _ompensation for all laoor, materials, tools and equipment necessary to ccmplete the work specified herein. WATER WAIN AND APPURTENANCES General Description The work involved antler thin portion of the project consists of furnishing and Installinq 4-inch diameter cast iron water pipe, 6-inch Clameter cast iron water pipe, 8-inch diameter ductile Iron water pipe (Class 2 and 3), I'-arch diameter ductile Iron water pipe (Class 2 and 3) , I6-inch d!o-ieter ductile iron water pipe (Class 3), Furnis i:nq and Installing fire hydrants, rc -cving and resetting fire h>dr.�nts, furnishing and Installing rate valves oral v d ve boxes, And furnishing end irstalling all `ittinr,s and accessories required for the ec7,- pletion of the installations. This work I; to relocate end replace e>isting wcter supply system and/or accessories of the City of Renton. All water line construction skrll conform to the requirements of the Engineer, rhe5e Fpeclal provisions, and the applicable portions of the standard specifications. Coistructicn Schedule Before the beginninq of construction, the Contractor, with the concrirrence of the Engineer, shail prepare a schedule of the work sequence in order that the water line relocation may be accomglishrd with a m.rimum of interruption o° service and the least amount of inconvenience. The Eriine^r s-4 11 ce notif vd trinr to tee start e- ac• ..1 r . be the re.sun.iuilit., of t`e -ontractor to sec-ire .rii no, .sae. , permits required to perform the herein described work, Materials Materials used In this work shall conform to the follow'ng, or be approved by the Engineer any/or Utility. WATER MAIN PIPING PATLRIALS, VALVES, AND FITTINGS Gene_ua I All pipe sites as shown on the drawings, and as specified herein, are in reference i "nominal" diameter, unless otherwise indicated. C. r EAHIb1T "A" continuedi ITEM NO, 15 Abandon approximately 25 !.F, 6-Inch steel water line. Install approximately 42 L.F. 8-Inch Uuctile Iron (CI -3) water main, one (1) 8-inch gate valve and valve box, and appropriate appurtenances. This work to be performed at M.E.S. 1541*98. As noted on the plans, marked Exhibit "0" the State Is obligated to adjust elght (8) s s manholes, Instal ! tho (7) monument cases and covers, and rt:rove and relocate dpprox- imately thirteen (13) water m+ters. SAl VAf,E Any material removed and is deemed to be salvageable sh:,ll be reclaimed or disposed of by the Utility and shall be credited to the State in accordance with Bureau of Public Roads' Policy and Procedure Memorandum 30-4. BETTEPMENTS The adjustment of the Utility's facilities, as reoulred herein, conctltute a betterment as defined in Bureau of Public Roads' Policy and Proceti,.,re Memorandrm 30-4 and is Included In the estir..ate of cost. PROTECT(CN CF UTILITIES The location of ,xistinq utilities, as shown and noted on the plans, may rot be complete. Any of these facilities t, et are in conflict with this project and are not Included in the utility reconstruction work specified in the plans will he removed and relocated by the utility Company involved at no cost to the Constractor. The contractor shall use care in his operations in the vicinity of the existing utilities, and any darage to the utilities due to the Contractor's operations will be repaired by the Utility Crmpanies at the Contractor's expense. No additional cr-oensation will be made by reason of env aelay c- other exnar ;e to the Contractor caused tr a neces5o . . �rva� or runt ..tir ' ut-ilities', -^,.ever, an. -Jr. c; ail •14P,. to t •a be edjustad in accorcance ,.itl -ect­ .- _E or t:_ -t,. rc . There is on existing 12-Inch water line on left of tie eilsting pavf-ent from Station 1499400 to Station 1550411. This water line will rerain In service until the I-Inch water 11ne, belnq constructed on this project and covered elsewhere in these specifi- cations, has been constructed and put in service. 1lbon excavating near the 42-Inch Municip.:lity of Metropolitan Seattle Sanitary Saver Line (hereafter referred to as Metro), as shown on the plant., the �cntraetor at all times will protect the sewer line with ,noring or any oth-r method that has been approved by the Engireer. The City of Renton will be in the process of constructing a 12-inch water line from Station 1471+00 to Station 1499+00 on the left. This ctostructinn will be done In own;unction with the orogress of this project. The Contractor shoulu coordinate with the City of Renton on the above-mentioned water line, c Y 28 0 3 , EXHIBIT "N" (Continued) ITEM NO. Abandon approximately 1,325 L F. 12-Inch steel water main, install approximately 1 ,325 L.F. 12-inch Ductile iron (CI.. later main between H.E.S. 1523400 and H.E.S. 1536+25. install one (1) 12-inch gate valve and concrete vault and apprn- priate appurtenances. is ITEM NC. 8 Abandon approximately 75 L.F. 6-Inch steel wrter line, install rpproximately 85 ..F. a-Inch Ductile Iron (C1.3) water main, one (I) 8-inch ;"ate valve and valve box, one (1) 6-inch gate valve and valve box and appropriate appurtenances. This work to be performed on Road Approach E. ITFM NO, 9 Install approximately 68 L.F. 8-Inch Ductile Iron (C1,3) w*ter main, one (1) 8-Inch gate valve and valve box, one (I) 6-inch gate valve and valve box, one (1) 5-inch MVO fire hydrant assembly and appropriate appurtenances. This work to be per:ormed at approximately H.E.S. 153; -34. ITEM NO. 10 At H.E.S. 15334 )0 (39' Left) remove and reset one (1) existing fire hydrant assembly and appurtenances. Install approx:rately 17 L.F. 6-in0 cast Iron water main, ITEM NO, it At H.E.S. 1538+14 (36.5'Left) remove and reset one (1) existing fire hydrant assembly. Install approximately 7 L.F. 6-inch cast Iron water main, ITEM NO, 12 Abandon aporoxirate!v 1,466 L.F. 12-inch steel water ! i:ln. Ins!: , ' - - 1.225 L.F. 12-:neh .�_: io -t:n ' ! . ane concrete vault, aro appropriate :.PpLrtCnarcet.. ITEM NO I (Betterment) Install approximately 131 L.F. IF,-inch Ductile from (C1.3) water main as a betterment between N.E.S. 1548+35 and 1550+34. Install one (1) Mill gate valve and concrete vault, and +ppropriate appurtenances. As indicated on the plan, exhibit "0", the City of Renton shell furnish certain fittings, etc, for installation. ITEM NO, 14 Install approximately 70 L.F. 9-Inch Ductile Iron (C1.3) water main, one (1) 8-inch ya;r valve and valve box, one (1) 6-inch gate valve and valve box, one (1) 5-Inch MVO fire hydrant assembly, and appropriate appurtenance.,. This work to be performed at N.F.;, 1538+48, 2 cc _3 220 (1 1 EXH19I' '_A" $PECIFICRTIONS AND SPECIAI. CONSIDERATIONS ',e work proposed under this Agreement contemplates the construction, adjustment and/or relocation of certain facilities as described herein. WORK TO BE PEPrORMEg BY THE STATE ITEM NO. 1 ,e stall Abandon aPProximataly 1 ,27C L.F. 12-incwater steel mairnt bets en•H,E-S. ll•,)8npo andaH.EYS. 1,219 L.F. 12-inch Ouctile Iron (C1 .2) ,pater main, i511+50, Install approximately 156 L.F. 12-inch Ductile, iron nehCl+`JO)fire hydrant two 12) 12-inch rate valves and concrete 1a1lts, one (1) 5� assembly, one (1) 6-inch gate valve and valve box sa�v��.' 4^e (1) euctileg fore hydrant, one (1) 8-inch gate valve and valve box, 22 L.F . 8-Inch Ouctlle Iron (Ci.2) water main. ITEM N0, 2 Abandon approximately 240 L.F. 6-inch steel water I �nr. ;n5ta11 annrorimately 2b5 Abandon 8-inch Ductile Iron (C 1.3) water main, one (1) 8-inch gate valve and valve Eon. This work to be performed on Road Approach C. i EM N0, Abandon �pproximatelY 1 ,145 L.F. 12-inch steel water rain. Install approximately 1,145 L.F. 12-inch Ductile Iron (C1 .2) water main 'between H.E.S. 1511+50 and H.E.S. 1523+00, one (1) 12-Inch gate valve and concrete vault and appropriate appurtenances. ITEM No. 4 4-inch ate valve - Install approximately 310 L.F. 4-inch cast i•on water pope, one (i) g and valve box, and ajoropriete appurtenances. Install one (1) 2-inch Bipw-Off AssemDiy. errormed on the FR-2 Lire. This work to be p .yy I+GM NOz n S ;,-loch ^uctlle I•on "C.!.3= t,'c-' 40 L.F. Install a::prexi.natC'l 67 L.F. (I' 8-inch gate valve and vnlvr box. MVO 73 L.F. 8. 0.1. (C1.2) water main, one valve one (1) 5- 6-Inch C.1. water pipe, one (1) 6-inch Cate valve s. Pr.0veband reset one (1) fire hydrant esser.bly end avpropriate Thts woorkrtontacperformed on the FR-1 Line. existing fire hydrant assembly. ITEM NO v roximstely 90 L.F. approximately 75 L.F. 6-Inch steel wate8-Inch�Si+[etvalve and valve box, and Abandon uct water main, one (1) 8-inch Dateap jrteranCes. The work to be performed on Froitage Ro..d D. appropriate aPP' I GC 3 �ti 0 The State agrees to Drovid i, uD r ail Construction enginf e, in, e,✓i'.:"'• rn, Insp'. •tiw required to complete the adlustment of the Utlll:y's fac, l,t ,e ' II LEGAL RFLA_rlcNs The Utility agrees to hold the State harmless from any and all cr" ts, claims, of t' L Agreement on the ormands and obligatin of what"oever nature arising by reason part of the UtilitY• o the State by rra°•on of entering into this Agreeacnt No liability shall attach t except as expressly provided herein. The Utility hereby grants and conveys to the State right of entry upon all land a,e wl,lch the Utility has interest, within the right-of-way 0( t! e hi`1fr,'''/' for the purpose of improving and/or constructing said highway. , ,,intenan.c of The Utility agrees to assure full rviponsibllity for Il,c cc ntin•• the relocated facilities. rerr.en: as of ti,e day IN WITNESS WHEREV, the Parties hereto have executed this ag and year first above written. CITY//OOF/FF,REEN{{�'T�;ON P.pT,rnveA 33 to .`orr BY�y.....'_ % 4. ealy of -ovr pt' l��h A ��dr s It adt attar�<,7�' �__ELiL�'�•"- �:_� >� r Approved as to form: STATE OF WA4' ��,` ir'�I �. WASHING104 Sl,,T, HIGH'A6'f C a " ,SION OY- 6cnr.rel �tl / A {,tent Attorney TjgTE'.�1IS Uiku:etOR r OR—` n f• f ' �,gp,�iCH AND 46Tl �tD GC_ _.� r;' The State .+grees to provide all construction engineering, superris:r,n and rejuired to complete the adiustment of the utility's facilitle" LEGAL RELO.TICNS n The Utility agree> to hold the State harmless from any and all costs, clall"51 demPnds and Obligations of v2hatsoever nature arising by reason of this Agreement on the part of the Utility. o the State by reason of entering Into this Ag n•en ent No liability shall attarh t except as expressly provided herein. The Utility hereby grants and conveys the State the right of entry upon all land which the Utility hat interest, within the right-of-way of the higbu;•y, fur the purpo,u of improving and/or constructing said highway• for the rontino.d nvintenancr, of i i The Utility agrees to assume full resuonsibillty 1 the relocated facilities. rer..r;ant is of the day i IN WITNESS WHEREOF, the Parties hereto have executed this ag and year first above written. i C I Ty OFFRR�E'4TCN / Approved a3 to OTT #'/ ' T _rev of .ova ,,nr 7 py� a a a to 44 ' nttor ` ��✓�l L. city +aexK Approved as to form: - STATE OF 17C 5r16iJU i GN WASHING'fUN SV'T� ii1GHWf-Y f t+"+SSION t0 r.it Y (.l•.nr.N l y,, �� t ,� " �apIBT�U4 Utlu..' 3 S'UCitr11_ In accordance with the current State of tlashirgtor. Standard Specification: for koad and Bridge Construction, and adapted design standords, units otherwise noted, the State will furnish all latx,r, materials, equipment and t ,ols required for and do all work in removing and/or relucating all of the utility facilities in accordance with and as shorn on plans and marked exhibits attached hereto and by this reference mode r, part of this agreement, and agree:: to assume the cost for the item work an outlin,d in the estimate of cost. The State's liability under this section shall be eont{ngcr: up-1 re•ceivin, satisfactory and acceptable bids on the proposed improvement and the subsequent awe and execution of the contract therefor. Bureau of Public Roads' Policy and Procedure Ycnnran;i-,,m s0 and amrnGmcnts thereto, determine and establisl, the definitions and applicable et:r-lot ds for this agreer..,nt and payrient hereunder , a,w said memoranda are Incurperated her—y and su c.'c a part of this agreement for ail intents and purposes as if fully set forth herein. The Utility hereby approves the plans and specifications for the accoapli,h•„cr,t of the described adjustment and agrees, upon the satisfactory co•:ipletion of the work involve::, to deliver a letter of acceptance of the cimpietcd .work 000 shall include a release and waiver of all future claims or demands of any nature revolting lro- the pefformance of the work under :his zgreen.ent. The U.ility may, if it cesirrs, furnish an inspc-:tr, tc insure proper compliance with the Utility requlrem�:nts during installation and of their facilities. Such Inspection costs will be borne by the Utility. The State shall notify the Utility prior to the con.! .p�r_ment of the work on the utility's facility. The Utility agrcas that its Inspection of the work mall be done In such a manner as net W delay the Stote's Contractor in .m,ir•.talninn his construction -.chedule. z CC328' Q I # fo - ,7-BACKCILL WITH WASHED GRAVEL 2��1 LOCATE 8"JoD CURD I Q �-1 R� OR SIOEW:,-N � 1 P Oor (NOT SCALE) M ✓-( a I CODE ITEM BR4N0 i— A11—T -OESLR'P`ICN� iO A 'GBLE MUELI.ER I ;3TRAP SENVIE :_AMP ' I i _ I(1 CORPpRl1TION STOP IMUELLER M-15025I 1 i e0'GALV IRON PLAIN ELL 1 B ??Td F[4 CMY - ♦'I K CLCSC GALV IR0'1 'JaPLE a C+'GALV .RC4 it�EF F'Y _!JAu15F._ y -2' GA'E -- M IB X d_"CI CATE VALVE BOX ICLTMa 1 —+_— N2 GALV IRON UNION COUPLING AIR VACUJM RELIEF _ A O 160• GALV. IRON ELBOW R 6EENrvE STRAINER _ STANDARD 2( 0 M NOTE, LVE IRON 600T, 2" SQUARE OPEPATING NUT STANDARD DETAIL FOR AIR EN VACUUM VALVE ( ♦ t it Gr r. -. Reduced Print I. Do Not Scale .�.T-_____.- 14 •. ___ 1 _ - tin r-I . a hw� mow^ J./ �..-ice. . \ K M 1 I I � I ' Reduced Print ! C.J. n.� B...I ww+.. D.. s.... ..... twr� stwxF.ct t�.«. rw..iF — 3DO Not Scale J f4' w C u_r W r vcJ wV 1 3 ( ar ww •rwJr) � 4 FCM J wllF C wv-.f •.I(. Jw C .Cr.tS i . ..n ..r. .. .... .. I ani .�• «Iriw �n W4Tta c[o\ICLS 1 � 1 OLYMPIC FNDRY 12" MIN CASTING . W22 A _ --- ��WITWiYPE U LID OR EQUAL e� -4,1-7 DIA 1 �. LADDEF IRON 16" 0 C IB _ 2 ' 2 A 24" BRICK PI R 24 SUMP 3`-8'MiN ALL CONC. i;1. S(b I/2") HOLE -" A -J 24I — n V2"ANNU- t 1`AR SPACE I `NoAT JOINT - 1 MATERIAL S-0" FOR 5OBARS I24�6gFOR 7 VALVES - 4" CTS EXTRA OARS 1 �11 S Q BARS 6"CTS, EXTRA BARS STANDARD DETAIL FOR LARGE VALVE CHAMBER GC 328o t EX14181T "R" • (continued) RECAP (continued) Estirotcd Cast [stir,.-,te,i Cost To State _io Cite_ I It.m No. i0 $ 670,00 Item No. I1 5 Yi.00 Item No. 12 21,750.00 Item No. 13 3,357.00 5 2,263.00 Item No, 14 Item No. 15 646.00 t Credit (Salvage for Exist. Fire Hydrants) 100.00 Manhole Adjustment 11u0.95 Remove and Relocate Water Meters 1,90.00 Monument Cases and Covers luo.00 Credit-ESL 753.55, Subtotal SI1S,7"5 1p $ 2,363.00 [, 764,27 181.15 5'X Continq^ncies , 12% Engineering lj,;'.,.',.7'; 283.56 Estimated Cost of Permit from BNRR 5(,_)_pr0 $i"s5,3G;.G2 S 2,8%7.71 Total Estimated Cost to State. $135,383.97 Total Estimated Cost to City, 2,822�1 Total Estimated Cost of Agrez,$138,211,63 d 6 CC 32RR0 EXRIBIT "B" (continued) Remove and Relocate Water Meters There are thirteen water meters on this project that will have to b! removed and relocated to clear the site for construction. �a 13 X $150.00 �1,rO.000 Ponument Cases and Covers There are two (2) existing utility monuments that will have to be raised to meet the new construction roadway profiles. 2 X $50.00 100.00 Expired Service Life Original cost per utilities, records for Installation of 5,38, -.r. of 12-inch steel water pipe In 1960 was $33,650.18. Line being replaced with Eetterment of 16-inch Ductile Iron Water Pipe IClass 2) is 131 L.F. Therefore, the original cost of the 131 L.F. Betterment eevals 131 x 33,850.18 - 4,4)4.373.58 823.47 5,38� 5,385 ESL - 12 x 823.47 3o FSL - 9,811.64 $253.55 30 $253.55 Credit :o State R:CPP Estimated Co••t Estimated Cost To State To City Item No. 1 $ 26,144.00 Item No. 2 3.355.00 item No. 3 19.450.00 Item No. 4 2,1470.00 Item No. 5 3,317.00 Item No. 6 1 ,470.00 Item No. 7 22.3;0.00 I t m No. 8 I.i85.00 Item No, 9 2.114.00 ` cc 3 �80 5 EXHIBIT "0" continued) S3 s7 00 $S 6EG•E0 - '• .3 2) Percentage of Cost to th- city: $5 .00 l cost Of Item No, 13 Note: 40.3% wlll remaln fixed and will be applied to actua e to determine the City's obligation. ITEM NO, 14 ff s UNIT UNIT P?ICE 0,'!_1iT ITY AMGONT ; ITEM 0 $ 91G.00 L.F. $ 13•00 71 300.00 1 $" Ductile Iron Water Pipe (C1.3) Each 300.00 1 180.00 }) 8" Gate Valve and Valve Cox Each 180.00 I 750.00 6" Gate Valve and Valve Box Each 750.00 5" HVo Firr Hydrant Assembly $ 2,i40.00 Subtotal ITEM N0.15 UNiT UNIT PRICE Q'1;:NTITy AMOV+T ITEM 5' 5,00 j L.F. $ 13.00 42 $ 1�7.00 8" Ductile Iron dater Pipe (C1.3) Each 3C0.00 I — I 8" Gate Valve and Valve. Box S 946.30 Subtotal ed on this project. The City shall credit There are four (4) fire hydrants being replac the State for Salvage on the cid hydrants. 4 9 $25.00 - $100.00 MANHOLES that are to be There awe five (:) Manholes adned by the City of Renton on th;; project r ade in the St contract. 1 adjusted to g N ....e. y _ 1 SR-169 + 5 (20' Rt) 14y9 I SR-169 14S9 + 65 (10, Rt) I 5th Ave. East I 5th Ave. East Rt) I SR-169 1504 + 50 (15 5 Only < project- This 1agrtement obllgated the State for $860.95. From Agr erment No. GC-3219 with etro, the State Is obligated for 8/42 of the Metro operated manholes on this D j Subtotal $1,000.00 8G0. j Total $1 ,860.95 GC 3 2,i 0 4 4 i EXHIBIT "R" continueuj ITEM NO. 10 ITEM UN 1T UNIT PRICE QUJNTITY AMOUNT 6" Cast Iron Water Pipe L.F. $ 10.00 17 S 170.00 Remove and Reset Exist. Fire Hydrant Assy. Each 500,00 1 _ 500__00 Subtotal $ 670.00 ' ITEM NO. 11 ITEM UNIT UNIT PRICE QUANTITY AMOUNT 6" Cast Iron Water Pipe L.F. $ 10.00 7 $ 70.00 Remove and Reset Exist. Fire Hydrant Assy. Each 500.00 1 500.00 Subtotal $ 570.00 ITEM NO, 12 f ITEM UNIT UNIT PRICE '_'IANTITY GYXOUNT 1 12" Ductile Iron Water Pipe (C1 .2) L.F. $ 16.00 1,225 $19.600.00 12" OL^.tile Iron Water ripe (C1.3) L.F. 17.00 60 1,02C.00 12" Ca,e Valve and Concrete Vault Each 1,130.00 1 1 ,130.00 Subtotal $21,750.00 a ITEM NO. 13 — i BETTERMENT (COST TO STA W r ITEM UNIT UNIT PRICE QUANTITY AMOUNT ) ( 12" Ductile Iron Water Pipe C1 .3) L.F. $ 17.00 131 $ 2,227.00Each $ 1,130.00 1 1 ,130.00 12" Gate Valve and Concrete Vault Subtotal ITEM NO. 13 TOTAL COST WITH BETTERMENT ITEM UNIT UNIT PRICF OUANTITY AMOUNT `! L.F. $ 20.00 131 $ 2.620.00 16" Ductile iron Water Pipe (Cu,3) O')0.00 16" Gate Valve and Concrete Vault Each $ 3,000.00 I � ._ Subtotal $ 5,620.00 1) Percentage of Cr,st to State: $3,357.00 59.74 $5.620.00 Mote: 59.7X will remain fixed and will be applied to actual cost of Item No. 13 to de U:rmine Sta:e's obligation. Gr e3 2,� �) 1 r^ . EXHIBIT "B" (continued) ITEM NO. S ITEM FA 1T UNIT PRICE ZIA14TITY :.MOUNT 8" Ductile Iron Water Pipe (C1.2) L.F. $ 12.00 73 S 876.00 8" Ductile iron water Pipe (C1.3) L.F. 13.00 67 871,00 8" Gate Valve and Valve dox Each 300.00 1 300.00 !� 6" Cast Iron Water Plpa L.F. 10. T 40 400.00 6" Gate Valve and Valve Box Each 190.00 1 180.00 � 5" MVO Fire Hydrant r.ssembly Each 750.00 1 750,00 Remove and Peset Exist. Fire Hydrant Assy. Each I Subtotal $ 3,377.00 ITEM N0.6 ITEM GRIT UNIT PRICE :,vANT I TY AMOUNT 8" Ductile iron Water Pipe (C1.3) L.F. $ 13.00 4o $ 1 ,170.00 8" Gate Valve and Valve Box Each 300.00 1 300.00 C Subtotal $ 1,470.00 T ITEM NO. 7 M ITEM UNIT C'!IT PRICE C.UANT I TY fY0l1NT k _ 4 12'' Ductile iron Water Pipe (C1.2) L.F. $ 16.00 1.325 $21,2CO.OD 12" Gate Valve and Concrete Vault Each 1,130.00 1 1,130.00 Subtotal $22,330.00 ITE N0, 8 ITEM UNIT UNIT PRICE n'j A,!TITY AMOUNT 8" Occtil- Iron LPter Pioe (C'.31 L.F. S 13.C- 8" Cate Va've a.a 'ralvm dox Each 6" Gate Valve anv .alve `;,ox Eacn i2C.CJ Subtotal $ 1 ,585.00 4`t t ITEM NO, 9 ITEM UNIT UNIT PRICE QUANTITY AMOUNT - 8" Ductile Iron Water Pipe (C 1.3) L.F. $ 13.00 68 S 884,00 8" Gate Valve and Valve Pox Each 300.00 1 3C0,00 5" Each 180.00 1 180,G0 Gate Valve and Valve Box 50,00 5-0 MVO Fire Mydrant Assembly Each 750.00 1 T_ Subtotal $ 2.114.00 2.3 ,' 02 GC _ 1 � iy EXHIBIT ESTIPIATE OF COST WORK PERFORMED BY STATE ITEM NO. 1 UNIT UNIT P°ICE A_C�i'At1T:TY ITEM 15 Gate Valve and Valve Box Each $ 120.00 I S io".CO 12" Ductile Iron Water Pipe (C1.2) L.F. $ 16.00 5,219 $19,504.00 u L.F. 17.00 158 2,686.00 12" Ductile !won Water Pipe (t1,3) 12.00 22 264.00 8" Ductile Iron Water Pipe (C1.2) L.F. 12" Gate Valves and Conc. Vault Each 1 .130.CO 2 7,260.00 5" MVO Fire Hydrant Assembly Each 750.CO 1 750.00 8" Gate Valve and Valve Box Each 300.00 1 300.03 Air and Vacuum Assembly Each 200.00 1 20C.00 Subtotal $26,144.00 I ITEM N0, 2 ITEM UNIT UNIT PRICE 0 ''A NT I TY AMr;NT L.F. $ 13.00 235 $ 3,055.00 t 8" 0 'd uctlle Iron ater Pipe (C1.3) Each 300.00 i 3�IO,CO 8" Gate Valve and Valve Box subtotal $ 3,355.00 ITEM NO. ITEM UNIT UNIT PRICE QUANTITY ACOUNT ,F, S 16.00 1.145 $18.320.00 12" Ductile Iron dater Pipe (C1.2) Each $ 1 ,130.00 1 1.130.ri0 12" Gate Valve and CoIc. Vault Subtotal $19,450.00 :TEEM 4" C+st Iron Water Pipe - ^0 31U $ 2,170.CU fach $ 153.00 1 150.00 4" Gate Valve and Vale Box Each 15C.00 1 I50.00 2" Blow-off Assanbly Subtotal $ 2,470.00 cc 3 `- S0 � 9 EXHIBIT "A" �ontinued) The Contractor shai) not backfill any Joint; and/or connections of water prpe until anv discrepancies rooted by the City have been corrected and the work has been accepted by the Engineer, cc � 2l , 0 EXHI61T "A" continued) UNIT ITEM_ 4" Cast Iron water Pipe Per Lineal Foot 6" Last Iron eater Pipe Per Lineal Foot is 8" Ductile Iron eater Pipe (Cl. 2) Per lineal Fort ,s 8" Ductile Iron Water Pipe (Cl. 3) Per Lineal Foot 12" Ductile Iron Water Pipe (Cl. 2) Per Lineal Foot 12" Ductile iron Water Pipe (CI. 3) Per Lineal 'root 16" Ductile Iron Water Pipe (C). 3) Per Lineal Foot 4" Gate Valve and Valve Box Per Each 5" Gate Valve and Valve Box Per Each 8" Gate Valve ano Valve lox Per Each 12" Gate Valve and Concrete Vault Per Each 16" Wte Valve and Concrete Vault Per Each Per Each 5" MVU Fire Hydrants "Removing and Resetting Fire Hydrants,' Per Each 2" 91av-Ofti dssrrb lY Per Each Per Each Air Vac Assembly Repave and Reiecate Water Meters Per Eac INSrEC'ICN C! WATER LINES "ton may at any time inspect the water line construction for the The City of ae tans. purpose of determining that the work is being performed in accordant° with the p to notify the Utility (City of 1 at least 24 The Contractcr will be required own or interruption of scrvlcF onn the the �•+ater line. hours, in advance of any shut d t water facilities g. The fn}lneer, together The Contractor shall notify the Eeg for ineer In writing when he City and other adjustme•rts are complete and ready wf e will final insp"-'=Lion of the with the autho�rizedn s the representative receipt the ofCity'rwtm cation of col3plvtio). work within 5 g 3 2 G 12 EXHIBIT "A" (eontlnued) All fire hydrants, tees, bends, and plugs shall be adequately blocken with poured concrete blocks cast in place and have a minlmnm of 1/4 square foot bearing against the fitting and 2 square felt bearing areas against undisturbed soil. Blocking shall bear against fittings only and shall he clear of joints so as to permit subsequent taking up or dismantling of joints. Fire hydrants shall be tied to the hydrant tee with tie rods where other than all flanged fittings ere used. Is The unit contract price oer each for "Removing and Resetting Fire Hydrants," per cubic yard for "Structure Excavation Class B" and per linear foot for "Cast iron Water Pipe 6-Inch Diameter," shall be ful ' ccipensation for furni�hinq the pipes and fittings for the complete installation and shall include removing and resetting fire hydrants and valve boxes and also including all costs for laying and jointing of the pipes and fittings, blodcinq, testing, flushing and disinfection of the water Tines as herein specified and as shown on the plans. Renoval of existing fire hydrants when the new water system Is put into service. the existing fire hydrants will he removed and salvarod by the City of Renton. The Contractor will notify the City of Renton 43 hourr prior to the reed for the removal of the fire hydrants. WATER SERV110ES The existing water services shall remain in service during construction of the new water main and until find[ acceptance of the required touts on the nc-.a rain. Upon final acceptant, or the ne main, the existing services will be reinstal 'ed or tapped Into th• nr.+ main and the Peter bores relocated wo-re necessarivnr as water directed by the Engineer. Thev shall be installe. as per the City n service specifications as bound in this document. PARTIAL FURNISHING AND GEI,ISTALLATICN OF EX M MG 'aATE2 5 RVICES The furnishing of the fittings and pipe necessary, and the reinstalla.ion of the existing water services shall be paid for at the anolicable unit trice for each, - in place, complete, which shall constitute full eerpensation for the individual water service as eetailed on the i-_rovement Plans and in confor-err-: sith all manufactu-ers inetellatie 're Contractor s^al . su -'iy all rr ' water services. The unit price bid shall include all costs to make t`ie conrect .on ca the water mai'., furnish and install the water service, and connect to the existing water meter. The unit price bid also includes all costs to adjust the existing water meter, as required. PAYMENT All costs and expense Involved in performing the work involved In furnishing all labor, materials except as out llr.ed herein. tools ana cqu.prnent n.-crssary and/or Incidental to the construct on and installation of the complete ana operable water system in a-cordance with the attached plans, these special provisions fand the standard specifications shall be included in the unit contract prices GC_ r3 ? t) 11 AGREEMENT THIS AGREEMENT, made and entered into this _day of _, 19 between the State of Washington, acting through the Washington State Highway Commission and the Director if Highmays. Ly virtue of RCW Chapter 47.12, hereinafter called the "State" and the City of Renton, City Hall , Renton, Washington 98055, hereinafter celled the "Utility"; WHEREAS, the State is planning the co.rs truction or improvement of State Route 169 Maplewood to SR 405 and in connection therewith it Is necessary to construct, re_nnve and/or relocate or construct certain utility facilities as set forth In the attached piano , and marked Exhibit "0" and by this reference made a part hereof and, WHEREAS, it is deemed to b• in the best public interest for the utility as owners of said facilities, to perform a portion of the work of removing, and relocating certain of the facilities with the agreed stipulation that a credit is not due for the valve of the expired service life of the facility being replaced due to the construction of the replacement facility, and WHEREAS, it is deemed to be in the best public Interest for the State to Include a portion of the necesse.y Items of work for construction and adjusting the Utility's facilities In the State's construction contract proposed for the improvements of this section of State Highway, with the agreed stipulation that a credit is due for the value of the expired service life of the facility being replaced on a portion of the work due to the eonstructlon of the replacement facility, and WHEREAS, the Utility has a compensable interest in Its facilities and right of way by virtue of being municipally owned and operated and exist on a State highway within the corporate limits of said city, and the State is obligated to reimburse tt.e Utility for the relocation of these facilities, and the Utility is obligated for the cost of any relocation required for `acilities not on Utility streets or right of way. HIGHWAY OMMISSION Jmtr+ict ul OwG^^t Engineer O.atr1 6431 Coreon Aeen„e South 3g rle, Weehington 9H108 l Refer: VT L % April 24, 1972 ,a i City of Renton City Hall Renton, Vashir9ton 9805 C$ 1734 SR 169 Maplewood to SR 40 Attention: Mr. Ron 02son, Utility Agreement ` Water Departuwnt L-3>97 Gent Ierun: Enclose.' please find one 11) copy of the proposed utility agreement for the relocatlon of the lity's facilltie` to accaarndate the aLove noted project. Please review and offer any recormiendations rou may have. We would appreciate a reply by April 26, 1972. Very truly yours, W. C. BOGART. P. E. District E n r i F / 14 JOHN BERKOWITZ ' �Istrict Utility Engineer JHH:ea Enclosure cc: Mr. Atkins ,Iry OF RENTON RECEIVED APR 2 81972 ENiNUNNG ��.. Novem::e IT,2 TO: Bert McHenry, Acting Director of Engineering FPOM, Pnn Olsen, Utilities Office Earlineer PE: Propoa,ed Utility Agreement M1r9597 Between City of kentan and State Highway Department Dirtrict tl for iaple Valley Highway (Bk 1G9) The attached ogre ment.c have been revtowed aM are acceptable with the Utility Engineering Department. Po:ep cc: Dick Houghton t NoyenDer JU. 1971 .'Late d19i7l4y Co�Jission Jfticu rt ✓istnct onylrser d1gtrlut 1 6431 Corson Avr. jo'jJSUb Seattle, wve:rinyt AtWICloa+ Xr. Joni' �6z"witt Llstl'ict utility cn7i.wer UR'r C8-1734 S^l•:JS Uttii ty Ayr..•V Wnt no• L-30i yyNl:vapQ to 3. City of Ro+.tot, C.A.G. 3J10-71 Dezr Mr. d-rtivaltz- p�rsuruc tc yGur %,;t.Jr of Octol ur 1, w• ..n• rotuznirnf rwluuii-, ty F'rSuaat t..: cue.. nq:zes of tix a.+ovu-rafur.:nee� prol,+sau utf Si ty ay>•�•ent. ul ro:oa t1n� phew return f nee ly execuced COPY to tela cfflco after p been Coop.!at'A�• ro�zs varq truly, Cliff "N'w Del t'•-..<• CltJ "Orr. IWA Xnclosuze -cc, Pny I ,'" r .n� t November 27, 1972 To: ✓Dick Houghton / Ron Olsen From: Bert McHenry Subject: Maple Valley Highway Water Lire Meeting with Highway Department representative! indicates the area in the vicinity of tiaplewood would he the earliest constructed nn the Maple Valley Highway and indications are we need to place water line in that vicinity. Please advise the earliest construction can coupence and potential sources of funding for that work activity. We anticipate March bidding for construction on the street portion of the project. BHM;:sn `. >jl 0ecoWer 4, 1972 n ,• W. C. F. intlekofer P.egional Manager of Engineering Nrlingtmi Northern 303 S. Jackson Street Seattle, MA 98104 Attention: Mr. Jon O'lrary Pe: Eesewnt for Water Vein Adjacent to SR 169 (Mapie Valley Highway) Dear Mr. Ir.tlekofer: Enclosed is the revised drawinq showing the right-of-way as it exists, per your r+quest. Very truly yours. pert H. McHenry. P.E. Acting Director of Engineering µ0;y i'tilities :Xfia Engineer Enc. TAW-, I Thsue* e�F.Lr.e.,.ae nt P•.:�n�l_. T�;1•.::.t_*.hn_.�rl,. s_In"s:}ter_. 7Y✓1 L 1oM MM Uv.M l.L"rY"f L� '._..Ot'1". h W e11 M.44, MI W MI —\ff w-IM 1310 1730 out 01 _Ii !�- — Ix Isla It" IOU Ill IM 1410 3270 1211. 411 es]t7: �7� �"d Ii•L.T. C-:.,- 4 -In Isla - I'tiwm 1W iso IN 2Isla1" tx0 lows 110 1�\ TO f110 J•)a low—}D �\ 1'-la lax )13o I'm l90 Ix 410E ism Ii10 I)x 1950 /'-100 if17 ells /:Ia 1570 - Ix 65.2 isle 63" ifx / 2,71 7610 I1:30 lts0 90l0 I30 IOlae Isla 4A IL -1 1 IM II100 15,0 o "is xla I4M Its I1710 IAaO _ WIT1/10 l,�pkMtf•4: {Y'- as 1)..0 :h550 10600 l3a0 130 11600 t:eGo 11700 5'x Ix M"* f:5la 11,0a /7:0 4 y _ _S:9 n7:0 1N70` 1339q PM 1}�}fT.� 11'- 30 liv.0 i.]a0 14'aJ 7770 100 1133 2/.30 152..0 fY10 I50 f16'0 3'1600 14"1 0/40 37170 Ile_A _call maj. ,. le'-- x I5:at t);:3 loco oom � —J ./ log isle x)0o lncq IJ000 Ix 37no 31,03 i:r.0 IC}:a «- 1L- t us 333M 47410 In- I:�rO � C{rs.. la 31W.0 13130 L a 1.7.4 1a1 371Ga 4541 147M Iis" t}�� 130 )5000 175:0 71,11 Will f0] _71101 1,17-0 T11^]_�11c0_ -I � A'00 fiF.O x1tJJ P100 11 IM 31 1 'UO Y )a Is5.0 y ILv Ila n r1 C ]0 71].0 162)0 H'- $a 5. 1 i1 '3 1 :a 1 Ito ���- ��••,�� +1 No III-A 1100 . 1:3 is - !-C; j s�.� 1; 1!0N37b1 I 3!y166 } .�{. .l O'- 0 i.'.b' `61 1 :'.;:9 •l `- I I4 IDO 41 57 :moo I7b7o 67545 1 41G) 150 1t730 1si0^.a 14 0 7>7.3 k�A• eln'r/ 11171 100 1nW 00 O 11wO41 917 41,90 ,so 13370a 117M 107CA $43W •Os I11000 111000 116,17) Ism TAalt II Safe Sellingju s!e SR It.15o. Ft. The ra:e near.aa L.a:o ._'re• -.hc , .. 'c ' . .. *muck, post, ntc. Solt clay Sand 2,r60 Send and gravel Sand and gravel casw,nted with Clay 8,000 Hard shale if),f,:)G *In muck or peat all thrusts are restricted by piles or tic rods ;a I solid foundations or by removal of n;.ck or put and rallacarrent with ballast of sufficient sta3ali7y to resist thrusts. Blocking Page 7 cc 3 2u O i Dr !l I!'07AT P»I P' lA,20H5 MAxlatw operating irenaurt • l,5 x n-Q,rAI nprrrariml pressure Are& of concrete MI �hrvat In- prwind� __ Safe Pearing head in ( saAl Pvmin/sq. ft.) ~"DL sha height of thrust him* 11t) ' pxi, ,t�i of tr,nr-h 1n- feet J] Depth of conczeU thrust block • 'width of trer1h in feet)(outsida dlesetter ..2f�>�9 1n frrtr 7 �a ,f "StIoha length of thrust block (I`) . Area_of_r..no-et. A irequired smo•hnt of Hauguw nrigot concrete (cu. yd.) . HA OfelgRt x depth x length)xO.03704•(1.,xlasOc)x0.09704 ■, & PIE. 1. ProbJ ea: Calculation of the amount of Concrete required to War* a 90o bond in an S' C.I. vateraain; the normal or.ratitx7 pressure is t"a pipe will be 65 psi and the soil condition in the area Indicates sand end gravel. 7. sgjutsni: Haxisuv, operatinq pressure 1.5 x 65 • 97.5 ys. 64talde diameter of e' pipo • 9.(,5 in. • 9.05/12 It, 40 to Yable 1: 'fhe calculated raxumn operating pressure is 97.5 psi, the table does not libt this fiq:re a') we 4ke t:-.e first figure in sequence beit,q loo Pei weraan 9" "t thruu erPhaving a aarhnue operating pressure of 100 ).sl, ti' t on A 90 t'Cni is 5,4:0 1r -Go to Table II: Table IT gives the safe bearing load for Sand and gravel: 1,000 lbs/sq.ft. foro to ►iqure I: JIq9CO bend I blocking the 90o Pe Indicates the Poxitiob of the C9ncrete f -Go to the specifieAtions of the project and find depth of trench (h) . 9 feet width of trench (1t) 9 f^et with ". , I a.. f ; . -Area of C0641ete (A) - T�ruwt Sq. ft. Safe Bearing Load '•lnasia"ss height of thrust block (14) ' Degtft-r,,• tr,rah h -Depth of concrete thrust block (nc) 1 fc 7 -mm"ahse length of thrust block 1 1 r lsr (1 J1 of ConcreteHaight of "hn,c. Ith,. I.6) -waqulrod teat[ (Haigh tA/xpthx1nn'1tnl A 0.017C4 . 140 A 4 A Dc) A 0,01704 m (1r5 A 1.2 x 1.17) a 0.07704 - '.074 cu-yd. I 8lockinq Cage 1 1 t STANDARD DETAIL FOR GENERAL ©LOCKING CQNCP f PIll_rL%q_$Lf_1N PF-CEtflM A. E?1s�ERA The amount of concrete required to anchor horizontal bends, teet, and dead ends depends on the strength of the $oil. The meth«ls of placing concrete to keep the Joint accessible is shown in Figure Z. of The area 1n square feet of concrete which must bear against the side of the trench is found by dividing the thrust in pounds shown in Table I ty the safe beating lead of the soil as sham in Table II. - The sizing procedure is for horizontal or downward thrust only. Height of the tt met bi ex must be equal ro ,r lens than 1/2 the depth from the gzound surface to the Meek. pare. The thrust block bearing phase 1, apl•rox:rnc.ly r.ctanqular. The concrete blocking shall be as per APWA specification 74-2.14. C. SYMU")LS d. Outside Diameter Of lips in Feet T . Thrust in pounds at the fitting (Table I) SAL- 6afo Fcarimi l..ad Sr pcucds/sq. ft. (Table III h a Lepth of trench in feet N • Width of trench in feet A • Area of concrete which must bear agaLrst the side of the trench in sq. ft. Ilm. Maximum height of the thrust block in feet De. Depth of the concrete thrust block to bearing $crface in feet E.a Maximus length of the thr.st block 1n fret wle'-e .eai.e hT � h �t �• I77t �7YI"�" i W Blocking page 1 cc �20 MIN—FINISHED GRAL"c SHALL INCLUDE / HYDRANT EXI ENSIO .WHEN NEEDED y •a OLYMPIC FNDRY. —0 t EQUAL C I. WLvE BOY. f 6• C.I SPOOL I-- --G• GATE vlLVE(FL•MJ) I--- HACKLE ROOSfCr j 0 CONC CONC _ -- r— ,' BLOCKING— `. I BLOCKING t ._. / • I I/2"WASHED GRAVEL X•6" TEE fMJ•FU 16- 4- CONC BLOCKING HYDRANT HYDRANT GUARD POSTS SHALL OF STATE OF Wi:SHINGTON D_PT T. 2, Z__._ l 2' OF HIGHWAYS DESIGN OF CI.CULAR IZ PRECAST CONCRETE GUARD RAIL 1 POSTS. G GUARD POST (TYCf STANDARD DETAIL FOR HYDRANT ASSEMBLY 8k HYD. GUARD POSTS a I i OLYFAPIC FNDRY. CA37'ING !!¢ WITH TYPE D LIDOR EQUAL ` + — Y OTi � CC. RINGS f'LOCK a OR BRICKS (7YR) MORTAR (TYP.d--.�` � N a � Q I •.r I � ' N I IAA • I N • n n• � n"I PRECAST VAULT SH'LL Er- S-,'Nr ;;O 12" VALVE ^HX.laZR ( LUNG; ERG CONCRETF CO INC., TACO,.1A ) WITH 1- 12• ADDITIONAL SECTION OR APPROVED EQUAL STANDARD DETAIL NOTE FOR PFECAST OI EXPANSION JOINT MAT'L CONCRETE VALVE CHAMBER (STYROFOAM) AS REQ'D FOR 12" GATE VALVE (TYP: CC 3 ZH u I .Y (NOT TO SCALE 1 PLAN VIEW (NOT TO SCAL£ MATEP.IAL LIST Q (2)-S'AITH-BLA!R 8'3, 12"12" C,'X-_=S 4) ( I)- 2" 2;" G'LV. I.-iOA M -?lc Q5 (2)-2"x If_' GALV. IRON N'PPLE G@ (2)-2"x G" GALV. NIPF _E QJ (2)-2" GALV. !.'10h CO* C:ND (Sx4) OR APPROVED EQUAL STANDARD DETAIL FOR 2" BYPASS ASSEPIPLY FOR 12' GATE WILVE (BEHIND CURB LR SIDEWOLN 6'2 is —_ (E)APPROX. 18"00"x006' METER BOx= (DN VALVE BOA 4� AJI ( .J 11 !/4" GRILLED HOLE � � C 8 -2'- GALV, PIPE * _ I )NOT TO SCALE; PA.HD ANT I ',T'.>II-TION A2 DOLE STPAP_SE`� :E C,AVP NULLI£R _ NOTE VALVE. IRCY BODY, 2" SQUARE 32 CG%iPDFALON $iOP •dUE'_LEH H-100'3 _ii OPEPAT'NG NUT JI 90- GALV IRON PLAIN ELL s _2 2 REO PER SWING) --- K EIDSE GALV. IR E CY NIPPL __-- _ i lo FEQ PER SWING) C2 GAt.V IRON WATER. PIPE V..H M 2 G«7E VALVE lv ■ SI A7ucLtER A-2380_0i I iSFf. N0T_@_-_ _ N e.24" C I GATE vA,VE E' OLYMPIC I ' JS 90a GAL+ IRON PLAIN ELL-. STANDARD DETAIL 1/4" DRILLED HCLE S 2"■ 2 V2 ADAPTER UP. a .I I r-�— FOR } _ _ _ -- -- 2° BLOW OFF' ASSEMBLY Z�J _w!7H CAP_ItND CHAIN E CAST IRON METER 80x -_ OI,YMPIC / to I ♦ 1 e I I i I I I low 1 .� TRENCH E%CAVA IGLI ^F.7TZ,_ ANP PSi_'.• '�- L`%:_._�, I� e. Select Trench Aackfi'_1 (coot.) Engineer. Select trench backfill shall meet :.equirc mt- for bank ran gravel Clais "B" as outlined in Section 26-2.01 of the Standard Specifi- cations. The horizontal lirits for measuring select trench backfill in place le shall be the side of the excavation excel,t no payment will he made for material replaced outside of vertical planes, 1.5 feet outside of and parallel to the brrrel of the 1•ipc and no` the bell or collar. Any excavation in excess of the above requirements shall be replaced with the native material or select trench packfill, as directed by th,. Engineer and at the Contractor's exT2nse. The price per ton shall be full compensation of selecting the source, furniahinq end placing the material as outlined in section 26.2.01 of the Standard i•,ecifications. TS-06 PIPING MA"_BPSP.IS, VALVES, T.".:U PITTICCS a. General All pike sizes as shown on the drawings, and as specified herein, aye in J reference to "nominal" diameter, unless otherwise indicated. One type of pipe as indicated below will be considered for this project. All pipe shall be fabricated to fit the plan and profile shown on the drawings. One type of pipe shall be used throughout the entire project except as necessary to match existing piping. where relocation of or replacement of existing piping is necessary during construction, mater- ials ubed shall match the er.isti::g, subject to the approval of the engineer. All pipe, valves, fittings and sl.cc.als shall be for a minim m water working pressure of 150 psi, a.nd shall conform to the requirements of the applicable sections of the A.P.W.A. Standard Specificati-cns, as modified herein. b. Ductile Iron Pip, Ductile Iron P., a conform tr di,l S.;nciii.ct.l.t-.>n "23.5)-1965 (,,VNM C151-65) Grade . 1 . . 1. Ductile Iron Pipe shall be ceiaent: lined ad • ._.:1•.:d 'n : c•corccna<; with ASA Specification A21.4-1)64 (efi.7,P. ClU9-?•1J , :;<u 72" r.ilc 1,_ -1. be 1/16" cement lin,e�i. lal- + 4 SPFCTAL TF17:7:r.7AT. unVI_­!.is wr, TS-05 TRENCH FXCAVATIGN, P£UDI_ AFD PAC%F1Lf, d. Trench Sackfill and Compaction (cost.) (2) Initial_P.acckfi,ll can`,. Initial taCkfill shall be placed around the pipe in layers not cxc,eaing eight inches in depth, and each layer shall be thoroughly compacted :,y mechanical tampc.rs to at least 95 per cent of ..:aximum dry density at optimum moisture content as determined by Standard Proctor Compaction, Tert, ASTm Designation D698-58T, Method D. (3) Sul se aunt Gackfill Shall be the remainder of the trench backfill, .ve the initial backfill, and shall be carried to elevations such as tc receive the proper depth of surfaciia materials, as appli- cable• Irprove<1 Areas: All subsequent Lackfill under street and shoulder areas shall be placed in lifts not exceeding 8 inches in lcnse depth, and each lift compacted to at least 95 percent of ma>:inum .ry density at o,:timum moisture content as determined by AST» Designation D698-561, Me,.hod D. In-place density determination shall be made in ace•,.rdance with ASTM Designation D1556-58T, except as othen.•ise appro- ved by the engineer. Uninnrovel Areas shall be all areas in the natural state or othenise un-evelopi;d, where slight subsequent settlement of the I :Ck- :ill can be tolerated, and shall include wooded and turfed areas, pas- ture land, and all other arers in a wooded or undcveloled state not adjacent to existing stru;:tures. Whereever the pipe line passes through imimprcved areas, the subsequent backfill shall be deposited In lifts of approximately 12 inches loose dapth, and each lift shell be cerpactr..i by a method acceptable to the enq�,eer to a density . •h as to minimize subsequent t1cment. Where subsequent settlement .s anticipated, the backfill :. 1x mounded ovc4 to compensate for the settlement. Ttenches over which excessive settlement does occur s:nll be regraded and restored to meet natural grade. (4) Vent: No soi•arata or extra paymert of any kind will be made for compaction, wetting, drying, water, or prccessing of mater- ials, Lot shall be includ�-d in the applicable uni.t price laid for the wat_cline in place, c�pleLe. e. Select Trench Ha=kOill Select trench backfill feu the 11pa shall consist of crushed or naturally occurring grar,:lax material from scurces selected by the Contractor. '^he source and quality of the material hall b2 subject to approval by the Tt;-Fane 4 _,'rCIAL TCC:r KCAL T_-U5 TPFNCH F:XCAVATIC^7, I-MI:; ANU 9ACYFILL (CC.,T.) b. Excavation The contractor shall inform and satisfy himseli as to t1he character, quantity and districution of all material to be excavated. No Fayment shall be made for any excavated material which isusea for F,irposes other than those designated. Shcall the contractor excavate below the designac:..'. lines and grades without prior approval, he shall replace s such excavation with approved materials, in an approved manner and condition, at his Own expense. The engineer shall have complete control over the excavating, moving, placing, and disposition of all material, and shall determine the suitability of material to be used as backfill. All unsuitable w, ter- ial shall be wasted as specified. i Excavation of every description, classification and of whatever sib- stances encountered within the limits of the project shall be performed to the li.,es and grades necessary for pipe, bedding and structures, and as indicated on the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which mad affect the promotion or condition of the work. L11 excavated materials not meeting the requirements for backfill and all excess materials shall be j wasted as specified. No separate nor extra payment of any kind will be lade for stormy, handling, hauling or manipulati- n of excavated materials. c. Foundation rreparati.on And Bedding Foundation prei;aration shall be in accordance with the applicable provi- sions of Section 73, A.P.W.A. Standard Specifications, except ''at the bottom of tn_ trench must be shaped to uniformly support the bottom qutdxant of the pipe throughout its entire length. In case unstable o, unsuitable existing material is encountered at the treo.ch bottom, the engineer may direct the are of borrow bedding •-.terial in accordance with Section 73-2.05 of the A.P.W.A. standard Specif icat ions. at trench conditions will nit be considerei as un- stable conditions. Bedding material shall be as rcq•aired for Bank Ran Gravel Borrow. d. Tr_nch P.ackfi?1 arid. c;,rroaetl on (1) General: Excavatea materials that are free from u:ud, muck, organic matter, brok_n Littcninous surfacing, stones i. -qor than B inches in dimension, and other deLris, rhall be used for backfill except where otherwise required. i (2) Initial r,act!i',1. rxten,'In' to a plane at least 12 inches al,nq the crown of the pi�.c s..e:l Le l:an<i-Placed, selelted excavated matcxial free from stones, hard 1•spn or other material harmful to the pipe. 3 ti•- 1 � z n_.� �S-�i5 CLFA R2'_,_D C=IF'I_TPG ' a. General Whenever the construct-ic: :Tosses grassed, turfe,!, sodded or landscaped areas, the sod and topsoil shall be stripped and stockpiled separately from the rest of the excavated material, and wall be salvaged for re-use to resture the area to its original condition. All plants, trees ° shrubs and other planting in landscaped areas shall be salvaged or re- ° placed. It shall Le the contractor's respersibility to contact each owner so affected, prior to comr,.ancemert of construction operations affecting that owner, and make arrangements for the satisfactory protection and restoration cf the items to be removed or otherwise disturbed. b. Clearing and ;rubbing Clearing and grubbing shall be accomplished in accordance with the applicable provisions of Section 12 of the A.P.W.t.. Standard specifica- tions except as otherwise provided herein. No separate nor extra pay- ment of any kind will be made for clearing and grubbing, but will be included in the applicable unit price bid for the, waterline in place, complete. c. SIELMir_q (1) General: All areas t- be excavated shall first b* stripped of all topsoil, grass, sod and other material not prescribed under Clear- ing and Grubbing. All stripp::u and removed material shall be. wasted, except as otherwise required. (2) Removal of Existing pavements and Street Im rp ovements: Pave- ment, or other sheet and road surfaces shall lai cut only to the mini- mum width which will permit the proper excavation and braci-:g of the trench, and which will allow ).assagc of vehicular and pedeftrial traffic. All pavement cuts shall be made smooth, straight lines or to nearest construction joint, and shall be made with clean vertical faces. Removal of bituminous an%i concrete pav^reenta and utilities shall be conducted in accordance with Section 52, h.P.W.A. Standard Spcilica- tions, except as otherwise provided herein. TS-OS TRENCH EXCAVMI:113 EEUDIt__A::U +_tr-Ul_l. a. General Trench excavation, barkfi:), foun:ly:ion preparation and bedding for waterline and anoart� Zr.^r;. r...-.11 1 ir. 3cornanr.,- with the „rplicable provisions ct uc A- 5;, ,t•7 +• :,r-+,,-ard ";.;:cificationa, cxcrpt as modified herein. t SPECIAL T:;C!i:7CAL PRGVT_STOVS TS-01 GCNBRAL STPTE'C_1T This uection, Special Technical Provisions, is devoted to features of on-the-site, conditions which are peculiar to the facilities to be constructed for W-350. Articles, mace ials, operations, or methods mentioned herein or indica- ted on the drawings as being relu4red for the project shall be provided by the contractor, and he shall provide each item mentioned or indica- ted (of quality or subject to qualifications noted), perform according to the conditions stated in each operation prescribed, and provide therefore all necessary labor, equipment and incidentals necessary to make a complete and operable installation, Where a manufacturer's name is given the words "apprcved equal" shall be ooasia •ted a part thereof except where no substitute is permiLted. No attampt has been made in these specifications or plans to segregate work covered by anv trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely a matter of specific agreement between each contractor and his subcon- tractors, and stall not be based ul.on any inclusion, segregation or arrangement in, or of, these specifications. Tile contractor and sub- contractor in each -ase ie warned that work included in any auhcontract may be divided bctwe .n several general specifications, and that each general specification or subhead of the technical specifications may include work covered by two or more subcontracts or work in excess of any one subcontract. TS-G2 STANDARD SPECIFICATTbNS All work under this contract shall in general be performed in accordance with the applicable provisions of "Standard Specifications for Municipal. Public works Construction" prepared by tP,e Washington State Chapter, American public Works Asscciation, and in accordance with the require- ments of the City or Renton, except as otherwise amended, modified, or specified in these Special Technical Provisions. Items �f wock not specifically covered in these Special Technical. Provisions shall 1•c performed in accordance with the r^.quicem.cnts specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Penton re- quirements. TS-03 EXISTIt_L_UVl TTIL-9 If, in the prosecution of the work it becomes necessary to interrupt existing surface drainage, rr.,wers, underdrains, conduit, utilities, or similar underground structur,s, or parts thereof, the contractor shall be responsible for, and shall take all necessary lrecautions, to pro- tect and provide temi,orary srrvi;:(p f•,r same. The contractor shall at his own exrenso repair as ,`.:.•a•;c t, :.Icll facilities or et.ructuren due to his coastructicn operaticuu, to the satisfaction of th, engineer. TS-1ra; 1 4_ tion work specified in the plans will be removed and relocated by the Utility Company involved at no cost to tht,Contractor. The Contractor shall use care in his operations in the vicinity of the existing utilities, and any damage to the utilities due to the Contractor's onerat;ons will be repaired by the Utility Companies at the Contractor's expense. No additional compensation will be made by reason of anv delay or other expense to the Contractor caused by the necessary removal or reconstruction of the existing utilities;however, any unavoidable delays to the Contractor resulting therefrom will be adjusted in accordance with Section 1 08.8 of the Standard Specifications. There is an existing 12 inch water line on the left of the existing pavement from Station t t� 1499+00 to Station 155C+11. This water line will remain in service until the 12 inch water line, being constructed on this project and covered elsewhere in these specifications,has been constructed and put in service. When excavating near the 42 inch Municipality of Metropolitan SeatGe Sanitary Sewer Line (hereafter referred to as MMetro), as shown on the plans, the Contractor at all times will protect the sewer line with shoring or any other method that has been approve(; by the Engineer. The City of Renton w;ll be in the process of constructing a 12 inch water line from Station 1471+M to Station 1499+00 on the left. This construction will be done in conjunction with the progress of this project. The Contractor should coordinate with the City of Renton on the above mentioned waterline. ADJUST'NG MANHOLES Where shown on the plans,or where directed by the Engineer,the Contractor will adjust existing manholes to the grade of the new roadway. Riser rings will not be nermitted on this project. The existing cast iron ring on the box shall be removed and the unit adjusted to the required height in accordance with Scction 7-05.30) of the Standard Specifications,and in accordance with the City of Renton and/or Metro specifications. The payment of the unit contract price for Adjusting Manholes per each,shall be full compensation for all labor, materials,tools and equipment necessary to complete the work specified herein. r .: .3- 1_N_$PEC1(QN AN() ACCEPTANQE All of the Utility',construction onerations,as provided under this agreernrnt, slmtl be sub- ject to inspection by the State. Finai acceptance of the work shall be by payment of the final a.td complete itemized billing certifying that all the work has been dune and upon recommendation of tt:e District Engi.,eer, Department cf Highways,Seattle,Washington. S&LVAU all All material removed by the Utility shall he reclaimed or disposed of ty the Utility and shall be credited to the State in accordance with Bureau of Public Roads' Policy and Procedure Memorandum 30-4. The Utility shall furnish written notice to the State for the time and place the materials will be available for inspection. Oulf.RMENia Th, adjustment of the Utility,;facilities, as required herein, constitute a betterment a< defined in Bureau of Public Roads' Policy and Procedure Memorandum 30-4 and is irciuded in the estimate of cost. The Utility agrees to comply with all applicable requirements of the State which shall be in accordance with Washir nton State Highway Commission Resolution No. 2224 and amendment, thereto, and said rest ution and amendments are hereby incorporated h in and made a part of this agreement for all intro Its and purposes as if fully .pt forth. The Utility shall apply for and the DirectornotN�r f anchqhjvays isesllpa sua t1to Chapterf47.44ay Commission approval of necessary statutory 1 RCW required for installation of such facilities that remain on or across the State highway right of v,-v. TN€ FAR OQMP4EROA The Utility agre-s to complete the relocation of',heir facilities as provided under this agree- ment at the mrliest poWWc time so that no interference or delay will result for the State's contractor. PROTECTION OF UTILITIES The location of existing utilities,as shown and noted on the plans, may not be complete. Any of tht;e facilities that are in conflict with this project and are not included in the utility reronsrtuo- 2- LTEM NQ-j Abandon approximately 1,325 L. F. 12 inch steel water main, install approximately 1,325 L. F. 12-inch Ductile Iron (Cl. 2) water main between H.E.S. 1523+00 and H E.S. i536+25. In stall one (1) 12-inch gate valve and cone. vault, salvage one (1) existing fire hydrant assembfy and approprate appurtenances. 3TEMNQ-� is Abandon approximately 70 L. F. 6-inch steel water line. Install approximately 78 L. F. fl- inch Ductile Iron (Cl. 3) water main,one (1)l 8-inch gate valve and valve box, one(1) 6-inch gate valve and valve box, abandon one 11) existing gate valve and appropriate appurte-,Lnces. This work to be performed on Road Approach E. UEM NQ.9 Install approximately 78 L. F. 8-inch Ductile Iron (Cl. 3) water main,one (1) B-inch gate valve and valve box, 17 L. F. 6-inch cast iron water pipe, one (1) 6-inch gate valve and valve box, one (1) 5-inch MVO fire hydrant assembly and appropriate appurtenances. This work to be per- formed at approximate H.E.S. 1532+34, CrEMN4 10 Abandon approximately 1,26R L. F. 12-inch steel water main. Install approximately 1,270 L. F. 12-inch Ductile Iron (Cl. 2) water main between N.E.S. 1536+25 and H.E.S. 1548+95, One (1) 12 inch gate valve and concrete vault, salvage one(1) existing fire hydrant assembly,and appro- priate appurtenances. LTE_h1 r1Q1 11 Install approximately 80 L. F.8-inch Ductile Iron (Cl. 3) wetr. main one (1) 8-;nch gate valve and valve bo.c. One (1) 6-inch gate valve and valve box,o^e (1) -inch MVO fire hydrant assembly, and appropriate appurtenances. This work to be pei formed at H.E.S. 1538+48. LTEM NQ i2 Abandon approximately 70 L. F.6-inch steel water line. h15tall approximately 75 L. F. 8 inch Ductile Iron (Cl. 3) water main,one(1) 8-inch gate valve and valve box,and appropriate appurtenances. This work to be performed at H.E.S. 1541+98. LTE N2 jl Abandon approximately 240 L. F. 12 inch steel water main. Install approximately 155 L. F. 16 inch Ductile Iron (Cl. 2) water main as a betterment between H.E.S. 1548+95 and 1550+46. Install approximately 18 L. F 12-inch Ductile Iron (Cl. 2) water main,one 11) 12-inch gate valve and sonc. vault,and appropriate appurtenances. As indicated on the plan, Exhibit"D",the City of Renton shall furnish certain fittings,etc, for installation. !y4515..79-3.F-�;R_FO tiW-JE!YQLTY The City shall remove and reset all the required water meters on the project with an estimated number of 12. �XHI�LT "A" "rECIFIQAL QN5 The work proposed under this Agreement contemplates the construction, adjustment and,'ur relocation of certain faahties as described herein. WQAKS4_RE PFRE9RMEpJiY LIJE [,ATE „ LTEM-Mo li Abandon approximately 1,250 L. F. 12-inch steel water main. Install approximately 1,035 L. F. 12-inch ductile Iron !CI. 2) water main between H E.S. 1498+00 and H.E.S. 1511 r25. In. stail approximately 320 L. F. 12-inch Ductile Iron (Cf. 3) water main, two 12) 12 inch elate valves and conc. oaths, 17 L. F. 6-inch cast iron water oioe, one I If 5-inch MVG fire hydrant assembly, one (1) 6-inch gate valve and valve box salvage,one (1) existing fire hydrant,one (1) 8-inch gate valve and valve box, 22 L. F. 8-inch Ductile Iron (CI. 2) water main, adjust one (1) manhole and appropriate appurtenances. LT_EN1 NQ 7 Abandon approximately 260 L. F. 6-inch water line. Install approximately 230 L. F. 8-inch Ductile Iron (Cl. 3) water main, one (1) 8 inch gate valve and va!vc box,abandon 3 existinu gate valves, adjust four (4) manholm and appropriate appurtenances. This work to be performed on Road Approach C. 1M IYO-3 Ahandon approximately 1,175 L. F. 12-inch steel water main. Instal!approximately 1,175 L. F. 12-inch Ductile Iron (CI. 2) water main between H.E.S. 1511+25 and H.E.S. 1523+00. Sal- vaqe one (1) existing fire hydrant, one (1) 12"gate valve and conc. vault and appropriate appurte- nances. LTEM N-2 4- Instal!approximately 313 L. F. 4-inch cast iron water pipe, one(1) 4-inch valve and valve box, and appropriate appurtenances. This work to be performed on the FR-2 Line. )JE M_1`401E install approximately 142 L. F. &inch Ductile Iron (C . 3) water main,ono (1) 8-inch gate valve and valve box, 38 L. F. 6-inch water pipe, one (1) 6 irch gate valve Lnd valve box, one (1) 5-inch MVO fire hydrant assembly and appropriate appurterances. This work to be performed on the FR4 Line. (TEM W-15 Abandon approximately 65 L. F. 6-inch steel water tine, install approximately 95 L. F. 8-inch Ductile Iron (Cl. 3) water main, one (1) 8 inch gate valve and valve box, abandon one (1) oate valve and appropriate appurtenances. This work to be performed on Frontage Road D. IN WITNESS WHERECF, the parties hereto have executed this agreement as of the i day and year first above written. CITY OF RENTON I i 1 STATE OF WASHINGTON WASHINGTON STATE HIGHWAY COMf!ISSION Assistant Director for State Aid Approved as to form: 19_ _. ey Assistant Attorney general i f A. liability of any nature growing out of the performance of this Agreement on the part of the Utility, its officers, employees, contractors and subcontractors. No liability shall attach to the State by reason of entering into this Agreement S except as expressly provided herein, The Utility hereby grants and conveys to the State the right of entry upon all land which the Utility has interest, within the right of way of the hic,hway, for the purpose of improving and/or constructing said highway. V EXT"A HGRK In the event unforeseen conditions require an Increase in the work of 25% or more which. is to be accomplished in connection with the facility adjustment herein proposed, the Agreement will be modifiel by a written amendment covering the increase In work, In the event it Is determined that any change from the statement of work contained in this agreement is required, approval must be secured from the State prior to beginning of such work. Where the change is substantial written approval must be secured. Relmbur5sment for increased - k and/nr a substantial change in the statement of 4 work shall be limited to costs r vered by a modification of the Agreement or a written _. change, or extra wtrk order arpro•,ed by the State. i 4 1 fA Partial payments may be made upon request of the Utility to cover costs Incurred, a and are not to be more f,equent than one (11 per month. IOY, of the amount claimed may be withheld until the final payment voucher has been audited and approved for payment, at which time, the total amount due will be paid. It Is agreed that payment of any partial claim wi '1 not constitute agreement ar to the appropriateness of any item, and that at Is the time of final settlement, all required adjustments will be made and reflected In the ,y f immaI payment. In the event that such final adjustments constitute an overpayment to the Utility, the Utility agrees to refund such overpayment to the State. During the progress of the construction and °or a period not less than three years from the date of final payment to the Utility, the records and accounts pertaining to the construction of the project and accounting the .-for are to be kept available for inspection and audit by representatives or tho State Department of highways and the United States. An itemized estimate of cost for the wnrk to be performed by the Utility at the State's expense marked Exhibit "B" attached hereto, and by this reference nude a part of this agreement. III AUTHORITY TO BEGIN WORK AND SNEDULE CF WORK The Utility agrees to schedule the work hereir referred to and perform said work In such manner as not to delay the State's contractor in the performance of his contract. The Utility agrees not to commence work until receipt of notice to begin work in writing by the State, and that reimbursement will be limited to those costs incurred subsequent to the date of such notification, IV LEGAL RELATIONS The Utility does hereby release and agree o save and hold the State harmless from any and all causes of actions, suits at law or equity, or claim or demands, or from any 3 IT IS MUTUALLY AGREED AS FOLL045: 1 GENERAL Bureau of Public Roads' Policy and Procedure Memorandum 30-4 and amendments thereto, determine and establish the definitions and applicable standards for this Agreement and payment hereunder, and said memoranda are incorporated hereby and made a part of this agreement for all Inte-.ts and purposes as if fully set forth herein, The Utility shall furnish a portion of the labor, materials, equipment and tools required for and do a portion of the work in removing and relocating certain of the utility facilities, in accordance with and as described in the specifications marked Exhibit "A" and the plans marked Exhibit "C" attached hereto, and by this reference made a part of this agreement. in accordance with the current State of Wash?ngton Standard Specifications for Road and Bridge Construction, and adopted design standards, unless otherwise noted, the State will furnish a portion of the labor, materials, equipment and tools required for and do work In construction and adjustment of the utility facilities in accordance with and as shown on plans and marked Exhibit "D" and agrees to assume. the cost for the Item work as outlined In the estimate of cost Exhibit "B" attached hereto and by this reference made a part of this agreenrcnt. The Stat-'s liability under this section shall be contingent upon receiving satisfactory and acceptable bids on the proposed improvement and the subsequent award and execution of the contract therefor 11 PAYMENT All of the costs or relocation of the facilities of the Utility Is the obligation of the State. The State, in consideration of the faithful performance of the work to be done by the Utility, agrees to pay the Utility actual direct and related Indirect costs accumulated in accordarce with a work order accounting procedure...prescribed b, the Division of Municipal corpore fans of the State Auditor's Uffioe. 2 li �� 4 r I' �f' � '3 � x ,�'?p i ,,,�PIN.i ;fi). f F '�j a�•� k ,t , VI' I �:r' 1',,.," ,, .,.. �` ,1 +hr OLYMPIC FNDRY CASTING * 58" WITH TYPE D LID OR EQUAL CONC. RINGS BLOCK? — )R BRICKS (TYP.) MOTARiTYP) _- - , i a z JOINT MATERIAL � o , 1 "I - t"I I _ 1 E S i At"IDARD DET L FOR ; "ONCRETE VALVE CHAMBEP FOR 12" GATE VALVE 4 l I jI I 5 'fll 1s� }I. f PIS s sc�< thrust of luting, In nds 4r7 100 p0a,d4 par 5quwr Inch l01cr pr0ssur4 La 93 tr9. a e•7. z; is 751 r.p C•N 4ep e.W b 31,A00 - 3226 1720 — — 931__- 1S0 1330 1"0 IL20 _TO 1610 2770 _ 1230 _ 4'-100 1940 MO 1/90 ms is0 202' 296c 15$0 790 200 235s 33_3 190 its r'-100 3030 y 1421 2933 1500 ISO 4103 3600 a:to 1400 209 4750 6710 3630 ILO _ r'-100 `$510 8210 5040 2510— 130 8910 9970 5340 2720 200 77I0 11-00 6050 2123 Ir'-- 56 1120 1_3J0 7510 2630 6 100 103M 14603 7690 4020 ,,. •=�16G4 ISO 11300 155M 4620 44JO 700 12300 174W W..0 4814 _ l2"-- 50 13800 19500 lObCO e390 - — •� �' --' — — 100 146CO 20LOU 11200 3760 ISO 17200 24400 13710 6720 zoo_I7.200 26300_ lnl4 7270_ 14 80 19600 29NO 152LO 7740 m0 21M 30600 152G0 1440 250 233CI 30900 17800 9440 100 T]7C0 _ 329L0 17BC0 90e0 \\ Ill'— $0 240G0 --33300 19r03 9370 •"r""' too 25700 36300 19700 IOWO U ISO 31900 39400 2!303 10200 200 30300 42000 23700 I1/C7 Ir— s0 396CO 42401 23WO 117C0Ff v100 22300 450^-0 24703 12600 ISO 35030 49S00 26800 i730 a^ -.y _ 200 -0300 54I¢3 _231A_ I i900_ 20 50 36700 $19M 28103 14300 -- �1\.��'�eL•'"`"-"`3'I4y 100 39730 S6:OO 301" 15500 MY 43000 VIM 16000 2% 47100 _ $700J_ 36303 19509 l vZ'• !l . 24""—:50 52100 74000 4vOD0 100 sbec0 80300 43500 222C0 ISO 61MO 977CJ 4/200 24100 200 E8200 95/00 512CO 2i600 641J �'• 1• 30r-- 5O CW1 117000 61100 ---32LV — •II' - �. 100 9C200 1250L0 67500 34410 f.—JV-- 150 9670DMOO 137000 747¢1 41401 !!! ___ 2so 106000 I3O0•J0 _ wo 41100C[7'')+F - 2i'`— 50 127000--17SWO —Two- WOO 49403 100 139WO 197000 S69O0 49400 L, ISO 152000 f91000 107000 Y IDO '00 IST000 SISCOO IILJM 59700 IL .ire L3DIM1 STANDARD DETAIL FOR GENERAL BLOCKING i rt� 4 ■L634642ur 9 1 w1: i atI t/'�� ' _hlta 1 t 1, , _ CITY OF RENiON SPECIFICArIOGS ab7TEPFLY VALVES Butteifly valves shall be rubber seated Class ISO B ar.d coi forn to ,"61A-CE04-70. Valve shafts shal'i be of stainli..ss st_el 18-8 and valve discs sha'l be of a cast f construction. Stuffing boxes and shaft seals shall be such that they can be adjusted or renlecc--d without disturb- ing any part of the valve or cnerator assemhly Pyc--ept the packing gland follower. Valve seats shall be apolieJ to the body oy vulcar.izing or be clamped to the discs in a recess with stainl^-,. steel retai n`rg rings. In either case, 0e mating sr^r surface shall be st••'nless steel. Valve operator shall be totally enclosed w' ,m gear operator w _ d per* 1mrrtnc4rstar;_ But`er`ly valves shall be h!^nry Prat: Groundhog or aoprove equal. Approval must be obtained prior to bid opening. I r i tA .11 1 f1� •Z�i r all 'qh t �!�^f t t !�)j•'li ie���i>�J y°'' Th qi9',:-J^1,i+�m� '. ,Lf.'�.,�FAiL, h a (Z M•�V ii r �a%��'ii %TA id *Cln ,SPECIAL TECHMICAI. PtOn! IG=1:C,'A TS-12 MLASJ'%ME?:: AND J-- -'!C!:T (QNT.) J. MC Coll Mix Asnhalt MC Cold Mix Asphalt shall be measured and paid for at the applicable contract price, her ton, payment of which shall const'tute fall ccnr pensation for furnishing and installing the material 1.1 place cmplete. k. Crushed Nock Snrfarinc Material Crushed rock surfacing materie Ehall be treasured and paid for at the applicable contract price, per ton, payment of which shall con•.-titute fill compxnsation for f-_.rishing and installing the n',..terial i place complete. 1. Resurfacing of A_O altic Concrete Asphaltic concrete patching shall be measured and paid for at the applicable contract price, per square yard, payment of which shall ,onstitute full compensation for the resurfacing cosplete, including subgradc preparation, preparation of and connection to existing pave- ments, base course, tacit coat. finishing, and all necessary incidental work. W-Page 15 ) =a. �''��. f�. ripjiw�j�• 1+'�;.,. �. 7 ���T��,fAFQ''4', rR)�•r�i.,�f.a���+l'�i5�l�ii� iQW��F! �`' r ���►�1{L111"E a• r �ry , p ,�ji�r��M x. I�l�rc�l.w�a,r�)�.iq�.�1r�i'ttG.�l.hlaY.�V , At..e .ra�, u � � �'`YiY:=.i,;•'�i: (•��F r�'"I i •N�I��aL,'M�tf U ' S PECIAh 9t:CII`:7CAL PRn7 L:_i c':.�_y_Cr•_7� 5-12 M?SU9EMENT AT F:45' CC`1T.) C. Gate Valves cnt l all other necessary accessories for a canplete installation. d. Fire Hydrant Fire hydrants assemblies shall ba measured and paid for at the applies- ble unit price per each, in place, ranplcte, which shall constitute full compensation for tee, valve, valve box, spool, fire hydrant, shackling, installation of blocking, bracing drains, fittings, and all other necessary accessories for a canplete installation. e. Fire Hydrant Guard Pots Fire hydrant guard posts shall be measured and paid for at the appli- cable unit price per each, in place complete, which shall constitute full compensation for a canplete installation. f. Fittings Fittings shall be measured and paid for at the applicable unit price per each, in place complete, which si,sll constitute full compensation t for fitting, :;hackling whsre necessary, installation of block, and all other necessary accessories for a complete installation. q. 2" Blow-Off Assmnbly Blow-off asse.•r'lies shall be paid for at the applicable unit price per each, in place complete, which shall constitute full compensation for plug or cap tapped 2", 2" naly. iron pipe, 2" gate valve, valve Lox, 2" galy. 900 bend with V drain hole, 2" x ct" adapter (IPTX Hosa) with cap and chain, and meter box, and all -,ther necessary accessories for a complete installation. h. Caicrcte Stocking Concrete blocking shall be measured and paid for at the applicable con- tract price, per euhic yard, payment of which shall constitute full compensation for furnishing the material in place, cor•Aete. i. Select Tr'e C_h_Packfi.).l Select backfill snall be measured and paid for at he applicable con- tract price, per ton, pal r.irnt of which shall eonst__ute full cocnpenaa- tion for furnishi.nq and inst:,llirq the material, in place, cce,ploty. T::-'a,e 34 tin � MWM i t� . ( l(1� ,i� �t . ., ,1 :r � .� .1. J."L ;i.4 Lt.: 111i/ili , utlrh l�iu-'A,Jleau:,., li:L.J M� iJ�E 1,iWl�:'..lti o'lfS4!,�t!!!�.�! LR �i �YlSf� w.,ru, . :, w • .`.,.pr � :.f 4 ,� "� ' F 1 '� f.: . .., �5' A'�:iL�n {tiff. �: �•fi y��if ! . : � • �� . YF M� i^ SPECIAL V=.:ICAI. l'S-iC DISZIPMCTIf"; D.sinfeotica of t*._ new water system shall to required prior to com- p,.etion of the p+' ject and shall bt in arcrrdance with AWWA arecification :601-54 and Section 74 of tht. A.P.W.A. Standard Specifi- cstons and shall r,eet the acceptance of the State of Washargton Department of Ma-"-h. V,c initial concentration of cholorine in: the line shall be 50 ,carts rer million and this soluti••n shall re held for a ; period of 24 hours. Disinfecticu of the entire water system installed or disturbed und,r this contract, including pipe, pipe fittings, valves and appurtenance:;, is required to conform with the snocifieation stated berein. TS-11 CIEAMP During the time that the work is in progress, the contractor shall make every effort to maintain the site in a neat and orderly condition. All refuse, broken pipe, excess excavated material, broken pavement, etc., -hall be raroved an soon as practicable. Should the work not be main- tained in a satisfactcry condition, the engineer may cease the wn:k to stop until the "clean-up" portion of the work has been done tc the satisfaction of r .+ner and/or engineer. TS_12 ':EASUR MMNr Mn PAYMPIM. a. General l Unit or lump sus. bid prices foi all items shall include all costs for labor, equilsment, material, testing, relocation and modifications to existing utilities, and all incidentals necessary to make the installa- tion complete and operable. b. Water- Pine Tt ice :er linear foot for furnishing and installing of water pipe, 6 and quantity listed in the bid schedule, shall constitute full co„gensation for the eater line, in plare, complete, including: •learing, grubbing, strippin,-t, all p4vM_ ent removal, excavation, trench- ing, bacxfill, foundation preparation, compaction, pine, pipe laying and jointing; pipe blocking a:-d bracing, shooting, shoring, and deaater- ing; fittings; removal of existing piping; connections to existing piping; all surface restoration, excltding crushed rock resurfacing, concrete and asphaltic concrete resurfacing. c. Cat« Valves 12" gate valve assemblies shall be measured and paid for at the appli- cable unit price per each, in place, complete, which shall constitute full compensation for valve, I,yr ass valve, concrete vauitr and TS-ragc 17 , i i i $ i Y w�r. „Ira WEfi� rey,«i i pi �. w . Wye D •R .e SPECIALT=VICAI. PF7Vf fi'-C-._�:^^.1T.) ;^S-0a FESTCRATIOV OF S:;RF'ACES (C�'4'C•1 f. Crushed Rock Surfacing (cont.) and mixed to obtain ever. distribution of tho rock. Alternate blading and rolling shall continue until the required finish surface and density ib obtained. Thr crushed rock shall be compacted to at least 100 percent maximum dry density at cptit.:_gym moisture content. Water stall be added as necessary during blading and roiling operations to r obtain the required canpactinn. g. Temrrora-'y MC Cold Mix ADL,aIt MC Cold prr,mixed asphaltic concrete shall be r. ,quired in some as--,as for temporary patching on this project, where deemed necessary by the Engi- neer. TS-09 TESTT9G a. -eccral Hydrostatic pressure and leakage tests on the new pipelire shall ba "An in accordance with aoplicable provisions of AWWA C600-54T or CE03-64T and Section 74 of the A.P.W.A. Standard specifications, ex- cept as nodified herein. All equiFment necessary to make the tests Shall be furnished by the contractor and the cortractor shall conduct all tests under the super- vision of the engineer. b. fissure Tern& Frior to acceptance of the cyr.tem, tho installation shall be subjected to a hydrostatic pressure test of 25V psi, and any leaks or imperfec- tions developing uncer said pressure shall he rrmedied by thscontractor before final accepta:ce of tho system. The contractor el,ell provide all necessary egLiFment and shall perform all work, ccnnocted with thu tests and conduct aid tests in the presence of a Utilities Derartrnent inspector. ..nsofar as practical, tests shall be made_ with pipe joints, cittiaga and valves expoard for inspection. c. Jgk ane 'cats Leakage tests shall. be r.ado after the pressure test has been satisfac- torily ec:,.leted on tl:c :.:v pipeline or concwrrently wir-h the pressure test. The hydrostatic ,^pressure for the leanCnye tort shall be equal to 100 psi. 1 NOW SPEC_TAT, Tvi'CFe:rcPd. FFnYZ5ZGt75 (r017T� TS-08 RF.STO_fUkTi^9 OF e. Asphal�i,_^ncrete Surfacing (cont.) Before i1Tccment of the asphaltic concrete patch, the base course material shall be shaped to the came sectior. and slope as the finished grade and canpacted to 100 percent maximum dry density at optimum mois- ture contact as deten.,ined by Standard Procter canpartion test, AM Designation D696, Method U. The asphaltic concrete patch Shall be placed over the base course sc as to obtain a minimum thickness after c mpaction of 2 inches, and shall match existing surfacing. The asphaltir cor,,icte shall be rolled and cross-rolled to obtain thorough compaction. Base course material shall meet the requirements set forth herain for crushed rock surfacing. Asphaltic concrete shall. be hot plant-nix, conforminq to Section 34, A.P.W.A. Standard Specifications, Class B. Asphalt cement shall have a penetration of 85 - 100 and shall meet the regcirements rat forth in applicable provisions of Section. 27, A.P.W.A. Standard Specifications. f. Crushed Rock Surfacin, Existing shoulders, and existing grave' surfaces shall be resurfaced with crushed rock so that a minimum f:: ',-red thickness of 4 inches is obtained. The finished surface shall match the slope, cr,7 and grade of the existing surface. Materials a placing shall be in accordance with the applicable pro- visions of :tion 23, A.P.W.A. Standard Specifications except as modified h Ballast and mcintenance rock will not be required. Crashed rock surfacing shall in all respects meet the .'eeuiranents set forth in Section 23-2.01, T .P.W.A. Standard Specifications, a •ept the crushed material shall meet the following gradation: U.S. Standard Sieve Si.a L by Wt. PassiM square opening 100% 1" square opening 70-9511 S" squa".. pening 35-70% Y200 10% max. Water shall be added 'urin7 rolling operations ns necessary to secure required compaction. The .rushed rock may to rprc%rd i:: one layer and shall be adequately bladed li SPEC+1\L T£CfR:ICAL fROVi IOt Cc7>tT.� TS-07 PIIE I':CTALLATLON_(_^l^-T 1. Concrete Blocking (cant.] M Renton Standard Detail for general blocking is bound in three specifi- cations. TS;08 AF.STrTo TI0N OF SUrTACES a. General Weds, streets, driveways, shoulders and all other surfaced areas, i removed, broken, caved, settled or otherwise damaged due to installation of the ir..provcments covered by this contract shall be repaired and rerur- faced to match the existing pavement or landscaped area as set forth in these specifications. The ends and edges of the patched and resurfaced areas sh.1111 meet and match the existing surface and grade, and shall terminate in neat, even lines parallel to, and at right angles to the roadway. No piece- meal patching or repair will be allowed. Damaged, disturbed or other- wise affected areas as defined shall have edges of existing pavement trimmed back to provide clean, solid vertical faces, free from loose material. b. Areas to be pcsarfac=.d (1) Existi3 asphaltic enneretr_surfa_cs shall be patched with asphaltic concrete over a crushed rock base course. (2) Existing shoulders a•id existinc gravel surfaces shall be repaired with crushed rock surfacing. c. Private DrivcwaYs private driveways, walks, and other surfaced areas shall be repaired, patched and resurfaced as required for the type of surfacing encoun- tered. d. Maximum Patnhiry Width The maximmi patching width _n trench area will be 5 feet. Any parching done beyond this limit will be done at the Ccntracte,r's expense. e. Aspt�aitic Concrete S+lr fa�i nq The finished patch shall provide a mininum thickness of 2 inches of: asphaltic concrete nvcr 4 inchur of orushod rock base course. T l r, i. , . .�, .I...� ... , ..)•. � . r .., L )y44'„.. „ ..e - -, e SPECIAL T:;Ch_IICAL PROVISIGS3 (CC: TSN FIPE I".:a"TALL.".TICH IC(Y':T.) f. Valves and Valve Ctanbers cont.) 6" and 8" Gate Valves shall include an 8" x 24" cast iron gate v.j ve box and extensions it required by the City Engineci. The 12" gate valve ass(--tbly shall include: 12" Gate Valve (MJ >: MJ), 2" Bypass Valve Asscanbly, and a rxecast concrete vault. The City of Renton Standard Dr_tail for "Precast 12" Gate Valve Chamber' and 2" by- pass assembly are bound in these specificaticns. Valve chambers shall be in accordance with Section 76 of the A.P.W.A. Standard specifications except as modified by details bound in the-e specifications. All valves shall have concrete valve markers with distan-e= clearly marked as required by the Engineer. g. Fire Hydrant Assemblies Fire tt),drant Assembly installation shall be in accordance with Section 77 of the A.P.!v.A. Standard Specifications. The Fire Hydrant Assembly shall include: 1�" x 6" C.I. Tee (MJ x FL), 6" Gate Valve (PI. x MJ), 6" C I. Pice Spool (PE xPE), 5" MVC Fir. Hydrant (MJ Connection), 8" x 24" —1. Gate Valve, Box, and 3/4" Shackle Rod with accessories, and hydrant extension where called for by Lngi- neer. Fire hydrant guard post shall be inst.11ed where deemed necessary by the City Engineer, anal/or shown on the construction plans. The City of Renton Starda[d Detail for hydrant assembly and hydrant guard posts is bound in these specifications. h. 2" Blow-Off Assemblies Water main blow of asr"mbliea shall be constructed as shown on City of Renton "Standard Detail for 2" Blow Off Asscmbly" as bound in these specifications. Galvanized steel pipe anu fittings shall conform to the requirements in section 72, of the APWA Specifications. The Gate Valve and C.S. Plug shall conform to the applicable rpecificacions bound in this document I. Concrete Plockino General concrete thrust blocking shall L,r in accordance with Provision 02.14 of Section 74, A.P.k.A. stanoara Syeci.ficat.ions. Tho City of •r'f X A,,... T 01� '.^ " ,fir.. ESPECIAL T;.c!-.:!CAI,Hn:,V! ;iT. TF-07 PIPS, IMALIATION c. Sends and Curves Deflection from straight line and grade, as required by vertical curves, horizontal curves and nffrets shall a,t excood the maxima d,_flcction per joint as recommended by the pine manufacturer. I£ the aE ;ment requires deflection in excess of the r,:_ximum recommended, special bend: or a sufficient mmiber of shorter lengths of pipe shall be used to pro- s vide angular deflections within Lh_ li.-,its set forth. d. Special Anchorage All free ends, bends, tees, laterals and anv change in direction of piping shall be adequately braced and blocked to prevent movement from thrust by use of concrete thrust blocks, tie rods and joint harnesses. Concrete thrust blocks must be poured against undistrubed ground. Thrust blocks shall he pro•:rdea at all chances in direction of piping. Ir. addition, all joints at bends or changes in direction, to a point at least three joints beyond the tangent point cn either side of the bend, shall be pro-✓idea with a positive locking device to prevent separation of the joint under fall test pressure. The locking may be aeccnplished by use of tie rods and joint harness, subject to the prior approval of the engineer. After the pipe he, been joined, aligned and permwently , bedded, the joints shall be drav,n up to assure permanent water-tightness but not so tight as to prevent flexibility to allow fcr sere movcvent caused by vibrations, expansion and contraction. e. Connections to Existirc Pip^ and Structurek Connections to existing pining are indicated on the drawings. The con- tractor must verify all existing piping, dimensions and elevations to assure proper fit. The contractor must also provide aw adapters, nipples or other specials required to make a satisfactcrg c. ctior�. Tli� City of Fenton Utili- ties Department shall make conrcctron to exists _ mains at contractor's expense. The contractor shall be rusronsil,lc fox tllc protection of All existing piping and appurtenances, dur ir'l cc,.ztr"„t.i on, and shall take care not to damage them or their prctrrri.ve c at.ii.y or impair the orsration of tha existing system in ary way. f. Valves and Valve Chambers Valve installation shall 1:. in ,-cor<lar.re with section 7. of the A.P.W.A. Standard Specifications except as mo:'.rfied herein. w �l c�•r y .y` h A t_r"I •,r•r�i. fnnVI CI_L'>_jC_<_:�_ VALVI::S. A::D F:.TTI.':GS .(C6`:T.I e. Firo Fivdrants iTraJi.tional stll� cor.r..Z Fire hydrants shall be of Tra-"c 'ryp(j and lrovision shall be made for drainage of barrel to protect units from freazing. Fire hydrants shall be such length as to i,e suitable for installation � zh connections to piping in trenches 31E" deep unless otherwise sperified. Fire hy.irints - shall be IOWA �r approved equal. Approval must be obtained prior to bid opening. f. Pioc ittim-lb Cas'z ircn pipe fittings 4" thru 12" shall be Class 250, as per ASA Specification A21.10-1964 (AWWA C310-64). Joints for fittings seal) he Mechanical Joint as per ASP, Spee3fication A21.1.3-19G4 (AWWA C111-64) . The above shall hold true unless called out otherwise on the plans or in the Bid Proposal. TS-07 PIPE I17STALIATIC)N It. General Pipe installation shall be in accordance with. Section 74 of the A.P.W.A. Standard Specifications, except as modified herein. All buried pipe shall be laid upon prepared foundation or bedding material so that the boL,cm quadrant is uniformly supporte'i throughout its entire length, as specified in Section TFENCR EXCAVATION, BEDDING AND BAC'f.FILL. The average depth of cover for the water main shall be 416" feat, and the trench width shall be no greater than 36" except at valve cha..ber location,. b. 1ALinv and .)o inti Ductile iron pipe and accessories shall be handled in such a manner as to aasare delivery `o the trench 11, sound urdameged condition. Particu- lar care shall bt takrn not to injure the pipe lining and coating. Cutting of pipe shall ho. done in a scat, workmanlike manner with an approved type recnanicai cutter without: damagc to the Pire. Jointing shall be accinplished in accordance with manvfactaro_'s reaom- mendationc. i SPY.CT_1L TECh::T_!7AL P 'C'!7 ST.:a IC, . _ TS-06 PIPING :A-_ r to VAT.VF:f. A_:•��T'IT., -1S ICON"P.;. b. Ductile I•..i� ,.Z (cunt.) The pipe joints (hall conform to ASA dpeci.fication A21.13-1964 (M''WA C111-4). Pipe J,A nts shall he ribber gasketea Push-On and/or Mechanical as required by the bid rroposal description. � Pipe thickness r:lass shall be- as required by the bid proposal cescrip- tion. c. Cast Iron i_ire Cast iron pipe 4" thru 12" shall conform to ASA Specification 1,21.6-1970 (AWWA C106-70) »nl/or A21.8-1970 (AWNA C108-1970) and shall be thickness Class 22 designed to ASA Spe-ification A21.1 nethod of design using a modalus of rupture of 45,000 PSI and a tensile str-::gth of 21,00C PSI. The cast iron pipe shall be designed for a working pressure 0 thru 300 PSI for laying condition B and 5 feet of cover. All cast iron pipe shall be cement lined and sealed in accordance with ASA Specirication A21.4-1964 (ANVA C104-E4), 4" thru 12" pine shall be 1/16" cement lined. The pipe joints shall conforr to ASA Specification A21.11-196= (AWWA C111-64). Pip(. joints shall be Push-On and/or Mechanical as required by the Bid 'rroposal description. d. Gate Valves Gate valves shall be cast iron body, non-rising stfn, full bronze mounted with doubl(: disc gates. All valves shall be designed for a minimum water operating pressure of two hmidred (200) )rounds T.er square inch and sha_.l conform to AWWA Specification C-500-61 and any Subsequent codification thereof. 3ach valve shall Le "0" ring type, provided with a s( idard square operating nut, and shall open by turning counter clockw.::e (left) . The valves shall be I(VA List 14, or Mueller A-2340, or alprovcd equal. Approval c.ust be obtain€.d prior to bid opening. e. Firs ID d,, rants (Traditional Stvle) Fire Hydrants shall be Coroy Tyre (opening with th, rrest.ure) conforming to X-74A C-502-64 with a 6" inlet and a i.n_-.rr: M V.^ , Two 2 1/2" w hose nozzlas with National Standard 7 1/2 thr,•a(:n rnd one 4" pumper nozzle with the new Seattle Pattern o t''r Bch, coov. threads, O.D. thread-4.R75 and root diameter-4 pentagon operatinc nut and opening by turning •.,ounter plc .e •? . ::f...anfs shall be constrcated with m•�vhanical joint cons^.ct. sa otherwise specifieu in bid proposal descrir,ti.•n. SR 169 -- 14APLE VALLEY HWY �Iq W_ 366 +, •T. 23 N. R. 5 E. W.M. ` . � • .r , SY,•r 1 St a W E "c T a wP 2507 VICINITY MAP & TOTAL PARCEL DETAIL ( -x-H 1 6 I T f c s ►1 54 SR 1Co9 1, Mlop!e+ilocxj �0 3R- �1.�?�J C.I+y o� men+oc� J • rer., ;.EN-.+�r yf ._'1JEt1 : rN \.. THEFT I OF 5 aMicrS Ar-li , 1lTrN i i Rr Ca Estimated 'oat Ertirat�,l (7cct To Steto Tb City Item .io. 1 28,566.50 Item No. P. 3,587.50 It" 5). 3 21,''20.00 Item IIo. 4 2,(73.50 Item No. 5 3,633.50 Item ro. 6 1,057.50 Item No. 7 24,465.00 j Item na. A 1,599.00 Item vo. 9 2,536.50 Item No. 10 23,49o.00 Item ?To. 11 2,375.00 Item '13. 12 1,373.M Item N% 13 4,229.00 672.50 MLnhole Adjustncnt 1,000.00 Remove and Lelocate Slater !lctcrs 2,400.00 Lees - Salvaec for ;Sc'_at. ?Ire ' drants - 100.00 Subtotal $ 125,W-00 $ 677.50 S410 Contingencies 6,267.30 33.6" Engineeri.nr, 10,027.69 53.80 :subtotal $ 141,640.99 $ 759.93 Expired ^ezvice idfe Reimbursable by City Total $ 141,64o.93 $ 1,149.66 i I i �, 61 h , h lbipi-ed .r:emlce rife Original cost per ntllities, records for Inr.Senation of 5,35` T,.F. of 12-in0i steel, water p.Pa in IXO was •;33, 50.L4. Line being replayed with Bett- -gent of 1�-inch Ductile Iron Water Pipe (Class 2) is 153 L.P. Therefore, tht original cost of the 155 L. F. Betterment equals 5_155 _ v 33,850.18 - 2,21•F,177. - cr14.33 5, ESL - 12 x 474.33 - T5 ESL - 116� - $389.73 $389.73 Credit to State e. Y'sT� '7 The City of Renton has requested to mmrre and relocate aprroximately 12 water meters. The 1ol17trirg Is a breakdown cf the Meter rem and Equipment. 1'�Tf'R C�:l A� F.^Irl9TC:iT i Crewman II (1, a $4.9558 per hr. Crewman II (R.if,] 4.893i per hr. Cresrwn I (Y... .) b.3:.`3 ,...» hr. Cr~mn I i,R.3.) 4.3558 per hr. E-37 (67 Case Constr. Y.in„) $3.50 Per hr. C-37 (67 M-v. 3/4 T. Pic'mp) 0.75 per hr. S-64 (Hacker Tamper) 7.75 per h-, $ 30.57 per hr. Average time per renter - 3 Hourn $ 30.57 x 3 - 91.71 + Materials $"r*.00 Estimate per water meter x 12 ]deters - $ 2,400.00 Total Estirate Note: Any exlating water resters renovA and not relocated will be considered aalvsgeable and credit will he given the State. To :,tatc) structure nKcavati<m - Cl. B C.Y. 3.50 90 $ 31.5•00 12" Durtile Iron b;etcr Pipe (C1.2) L.7. 16.Do 155 P,43o.00 12" Gate Valve Px Cone, vault F.uctz 1,130.00 i 1,130.00 12" Ductile Iron Slater Pipe (C1.2) L.F. 16.00 1.9 _,-,_ 301SAY, suLtotal $ 4,229.00 ITffiI I. 13 (Total Coat With rettermnt) ITF,V1 UNIT In" F.ug Gtructure 15:ca ration - Cl. B C.Y. $ 3.50 305 v 367.50 16" Ductile Iron Slater Pipe (C7.2) L.:'. 20.00 155 3,100•00 12" Gace valve b. Conc. Vault Lach 1,130.00 1 1,130.00 120 Ductile Iron :inter Pipe ((1.2) L.'r'. 16.00 19 _ 3'�'•� Cu`tatal $ 4,901.50 1.) PercentaGe of Coat to Sta;;e: ¢I 2?- 00 86X, ,, Note: 86.3" '•y4.0 remain fixed ant wi11 be applied to acty.' c :a': �% Tt. 10. 13 to deb•,rmine Stat(.'a obllgatlon. 2.) Percenttee of Cost to the City; ¢4 '?9.`0 - $4,001.50 +.901.j3'�—�� Note: 13.71, sill re-^in fixed and will be applied to accaal cost of Itr'] :'o. 13 to determine the City'a oblirAtion. There are 5 "jnholes owned by the City of ;'cntea on this project tiat are to be adjust-4 to grade in tb,2 ;tate's contract. Approxirate 8tatlon timber sp-169 1499 + 55 W' Ft) l sR-169 1499 + 65 (10' Rt) i 5tn Ave, rant 1 5th Ave. Fast 8R-1f9 1504 + 50 (15' Rt) 1 5 Only 5 VAnholca C+ v2o0.00 R 1,000.03 IiP '0. Structure Excrvation - Cl. I C. Y. $ 3. 35 $ 122.50 8" Ductile Iron dater Yi,e (J1. ) L.F. 13.00 73 1,014.00 8" Gate Valve e- Valve Box Each 300.00 1 300.00 6" Cast Iron 47ater aipe L.F. 10.01) 17 170.OP 6" Gate Valve i Valve Box Each 180.r,1 1 1r,3.00 5" WO Fire 'ydrant Assenbly ra.h 750.0:, 1 710T'Y� Subtotal. $ 2,536.50 ITS[ 't0. 10 Ire! ,ALIT TTIT PPI^_'r: tQ 1k-TI "[ w'4T,t."r Structure F7ccava;ion - C.I. 8 C.Y. $ 3.50 580 $ 2,030.00 12" Ductile iron Stater Pile (C1.2) I..F. 16.o0 1,270 20,320.00 M Cate Vt. re & Conc. VW41t Each 1,330.O0 1 1,130.00 Subtotal $ 23,430.00 Tri t NO. 11 rmi MIT UNIT ?RTF r,U•'4r7ir( Mrf.r:"' Structure FSccavation - Cl. B C.Y. $ 3.50 30 $ 1L5,00 8" Ductile Iron water Iipe (C1.3) L.F. 13-00 8o 1,040.00 8" Gate Valve Valve Box Each 300.00 1 300.00 6" Gate Valve u 'lalve Boc Lach 180.00 1 180.0o 5" Wd0 Fire !irlrant Asse=b:y Each 750.00 1 750.00 Subtotal $ 2,375.00 1=4 'I0. 12 IT.4 U77IT MIT 1°7rl 1IQ A:7 —:1 AWT":T Structure Excavation - C1. 3 C.Y. $ 3.50 23 $ 9R.00 8" Ductile lron Hater Pips 'Cl.. 3) L.F. 13.00 75 Y15.00 8" Gate Valve t, Valve PDX Each 300.00 1 —21h0000 $ 1,373.00 Ir2^� ra. 5 ITF'4 u�IT 71:77 *'T cu,, ,_ Structure Excavation - Cl. 'f C.Y. $ 3.50 65 $ ?7.50 8" Ductile Iran Water !'-Pe ((,'1.3) L.F. 13.00 l42 1,8'Q.00 8" Gate valve P,, valve Por. ::ach 300.00 1 300.00 6" Cast Irnn ,dates Pipe L.F. 10.00 .29 3A.00 6" Gate Valve & Valve '».c Each 1111.00 1 18A,00 5" I-WO Fire Wdrant Asse::ibly inch 750,0) 1 750.00 Subtotal 3,613.50 Im, im. 6 Ilr. _UNIT MIT MICE Structure xcaration - C1. A C.Y. 3.50 35 $ 122.50 8" Ductile Iron Water Pipe (11. 3) L.F. 13.00 95 1,235.00 8" Gate Valve & Valve Pox Each 300.00 l 300.00 Subtotal $ 1,657. 50 I'.'EM NO. 7 IT'x.'4 M'TT WIT M-11 F gtl'1TTIr! Ax:O-,T.Tr. Structure :xcavation - Cl. 8 C.Y. $ 3.50 610 $ 2,135.00 12" Ductile Iron Water lire (C1.2) l,.r. 16.00 1,325 ?1,200,00 12" Gate Valve F, Concrete vault Each 1,130.00 1 1,130.00 Gub-total .*, 24,Vc5.00 ITG 4 1.0. 8 ITEM MIT UTTT :'PI"•: gt)rrrTy A177TT Structure Excavation - Cl. 3 C.Y. $ 3.50 30 $ 105.'O 8" Aactile Iron Water Pips (C1. 3) l.F. 13,00 78 1,014.00 8" Gate Valve & Valve Prnc Each 300.00 1 300.00 6" ,ate Valve & Valve Box Eac;, 180.00 1 180.,)0 Cubtotxl, $ 1,599.00 WTrtm r ITT"' 11n. 1 Tl'Ct4 U:TTT MITT PRICE qlvarmy A`40= Structure Excavati ,n - M. B C.Y. $ 3.50 755 $ 2,642.L0 12" Ductile Iron wu .cr Pipe (Cl.?) L.F. 16.Oo 1,035 16,560.00 12" Ductile Iron 4lalw Pipe 01.3) L.F. 17.00 320 5,440.00 12" Cate Valves &a Cone. Vault Each 1,130.00 2 2,260.00 16" Cast Iron Ueter Pipe L.F. i0.00 17 170.00 5" K✓0 Fire i4drent Assembly Each 750.03 1 750.00 16" Gate 'naive P< valve Box Each 180.00 1 130.00 8" Gate Valve valve Boot F,ech 300.00 1 -00,00 8" Ductile Iron. Later Pipe (Cl.2) L.F. 12.00 22 264.00 Subtotal $ 0,566.50 TMI ITO. 2 T%FN MITT !,"..T F"TCE C,LK"`I"7 A'd'K"1T Stmetwe Excavation - Cl. B C.Y. $ 3.50 15 $ 297.50 8" Dmtile I-on ;;a*.er Pipe (C1.3) L.F. 13.00 230 2,990.00 8" Cate Valve & Valve Box Each 300.00 1 300.00 Subtotal $ 3,587.50 I't'Ett MIT iT:TIT TTIM TTQ A:1T":"f MIRY01."r Structure Excavat-on - Cl. B C.Y. $ 3.50 51,0 $ 1,8)0,00 12" Lhnctile Iron Slater I'll ^ (C1.2) L.F. 16.Do 1,175 18,800.00 12" Cate Valve & cone. Vault Uacl, 1,130.W 1 1,130.a Subtotal $ 21,920.00 ITEtf no. I: ITE-1 tl,= 1T,i1T rPTT^i QIIIJ.TTTY A14,711' Structure Excavation - Cl. B C.Y. $ 3.50 95 $ 332.50 4" Cast iron Vater Pipe L.F. 7.00 313 2,191.00 4" nnto valve & 7alve rox Each 150.00 1 Subtotal $ 2,673.50 R CUHS OR SIDEWALK • - �'-WATER MAIN PLUG WITH :, TAP ,\ GATE VALVES\�\ \ 2" OFF � ASSEMBLY 1 \ 9EHIND CURB OR SIDEWAI.K ' APPROX. 2iKl6+tS METER BOX I/ I T• HOSE) VALVE BOX I WITH CAP B CHAIN BLOCK LN0 OF MAIN 2'GALV PIPE PLUG WITH 2"TAP . _ 2 GALV 90•ELBOW WITH 1/4'DRIL LED HOLE WATER MAIN 2 GALV. PIPE _ 2"GATE vnLVE .S 6"— 2"GALV PIPE (Ci BODr B 2 OPLRATING NU') STANDARD DETAIL FOR 2 " BLOW OFF ASSC+lBLY i 2' MIN -FINISHED GpAGE SHALL INCLUDE HYDRANT EXTEN510A""'" "'j'^^^'+- WHEN NEEDED OLYMPIC FN`RY. I j I -- OR EQUAL C I. ! VALVE BOX I 6" C.I. SPOOL -6" GATE VALVE(FL• MJ) CONC. 314"SHACKLE RODS : : .. -1 CONIC. BLOCKING-�y, ) �f I J/ BLOCKING / -' I I/2"WASHED GRAVEL `-X• 6" TEE J"FL) 16' 4" CCNC BLOCKING HYDRANT HYDRANT GUARD POSTS SHALL !� BE STATE OF WASHINGTON DEPT. OF HIGHWAYS DESIGN OF CIRCULAR 2' 2 2 2' PRECAST CONCRETE GUARD RAIL POSTS. OGUARD POST (TYP) O STANDARD DETAIL FOR HYDRANT '%;SEMBL ( 8k HYf) C;104f; PORTS — e 12' MW� � MIN I VAULT 3 Mui U%ULTCCNSTRUCTION AND ' — p •. REINPOPCINi SMALL BE 24 MIN AS FOR LARGE VALVE IF tBN CHAMBER �. :. _�^ O — I" a LID AND R"", SMALL 8E 0TO OLYMPIC F., CRY • 5822 O O WITH TYPE D LID OR Imo. I EQUALS I 24'MIN. ., . .�r=Is" f •�•••- MIN. I IB MIN • 1 I A STANDARD DETAIL FOR BUTTERFLY VALUE CHAMBER i 16• & UP • OLYMPIC FNDRY. 12" MIN. _CASTING 5822 --- A �- WI rH l YPE O y I 1.11) OR EQUAL B" -I 1 7 DIA. _ LADDER IRON 16" 0.C. ,.� 26" � 124" 9"9I6 'a 2•ll (BRICK PI R -' 3-8 MIN. HOLE �� ALL CONC- C.I. 5(1 1/2") 1• L A 24"I IN I1/2"ANNU- rLAR SPACE :, 3/4" EXPA- . *, 8 I `NSK)N JOINT p- _ r�_ MATERIAL --{{lt2� -5 0 FOR S�BARS 116" '- 20" VALVES 56 FOR J� - -t4 4' CTS, 24" 8 30' ` + = SECTIONa-A i� EXTRA I - BARS 5 It BARS 6"CTS. EXTRA BARS STANDARD DETAIL I FOR VALVE CHAMBER ti � 450 MATERIAL LIS"i I - 12" GATE VALVE (M;) EL_E.VATION VIEW 2- 2" 'DOD ELL(IPS)(TYP) 3- 2" GATE VALVE( C.I. BODY) ----- ( 2" OPERATING NUT) r 4-- 2" NIPPLE ( IPS)(TYP) 5- 2" DRESSER COUPLING ° 3 1 \.� 5 PLAN VIEW STANDARD DETAIL FOR 2" BYPA5S ASSCMELY FOR 12` GATE VAI-VE April 3, 1972 Washington State Highway Commission Department of i07hways Office of District Engineer 1 District I1 i 6431 Corson avenue South Seattle, Washington 98108 Attent'on: John Berkowitz/Bailey Atkins District Utility Engineers Re: M CS 1734 3R1C9 140th SE to SR 405 Utility Agreenents L-3597 fientl wren: Enclosed is a cos` estimate for the uaterial and instali4tion for the 12" water line relocation (City Water Project do '466, dated 2-29-721 in SR 169. This estimate does not reflect the e,c,ratad cost of any street restoration. The estimate for the meter relocations is also attached and is based on time and material. The City would like to relocate all meters and would like to make all tie-ins to existing water mairs. Other attachments are a copy of the rite of ^enton rwterial and construction s9eoifications for one of our last construction projects and 3 copy of the revised water plans. if mee informatinn is required, please contact this of*ice. Very truly yours, Jack E. Nilson, P.E. Director of Engineering r, r : Offica Engineer RMsn 4 v cost of this ry-pass tstillati.on t.rd related restoratr:� work. is S15,0oo). h. Future planned waver utility un; :ave_ments include a new 2!" main which would connect Well Fc. 8 to the 12" main. Thic Zf- 24" installation is to be constructed in conjunction with ear the proposed FR16t cMaple Valley ,tghway) Street rroject. Note. Permit appltcation had prcvio ^ly been made for these water utility revisions on Dec.:.,tber 13, 1971. �. Harry >emenock indicated that the City could proceed with the 16" by-pass or th. basic of his verbal approval, and that the Stato would suppli a letter of pen,.ission confirming this approval and relating to the original Permit applicatic.n. Note: This letter was subsequently delivered co the ;:rty of Renton on Tuesday morning, April 11, 1972. It provides advance appreval, subject to final decision by the State Highway Commission in retpect of the Permit. S. in addition to the repair of the water main system there will also be property das,sge claims because of water damage, e.g., heating plant and landscaping were affected at a nearby m,_te_ It was agre^_d that the current water main break should be handled on t, same bawls r.s the previous 1)68 incident, which was the subjc f a "claim for Damages" as filed by the City of Renton agair.s. the Statc of Washington. District 7 (State Highway Depart-sent) All contact the State =lalms Office in Olympia for a decision relative t,� the possible need for an on-site review of the damage claim areas. 6. t-40S Restoration will be handled by the State Highway Department.. Bert MOH, ncy suggested that a thorough probing of the area would be desirable, in eider to determine. the size of the 'wash-out'. 1 Reference was also made to the possible settling and/or cracking j of the wing-wails as a result of thecrosion behind these walls. V. C. Lee VCL:pap A' t i I ti l : q yy( 7i -2- cost of this by-pass installation and iciete- restoration 1 ' wort. is $15,000). b. Future planned water utility improveme:its i,-iude a new 24" 1`1►Q,(� �� main which would connect Well No. 8 to the 1 " m,ir. This 24" installation is to be constricted in ^onjLnoticn with r(�9 the propcsed ER169 (Maple Valley Highway) Street Project. Note: Permit application had }reviously been made for water utility revisions on December 13, 1971. 'y 4. Harry Semcnock indicated that the City could pr.ceed with the 16" by-pass on the basis of his verbal approval, and that the State would supply a letter of" l:ermission confirming this approval and relating to the original Permit anplica'cion. Notes This letter was subsequently delivered to the city of Renton on Tuesday morning, April 11, 1972. I* provides advance appr,:ial, sdnject to final decision b•; the State Hi{hwai Commission in respect of the Permit. 5. In addition to the repair of the v ter main system there will also be property damage claims because of water dama�p, e.g., heating plant and landscaping were affected at a nearby motel. It was agreed that the current water main break should be handled 1 on the same basis as the lrevious 1968 incident, which was the subject of a "Claim for Damages" as filed by the City of Rertcn � against the State of Washington. District 7 (State Highway !� Department) will contact the State Claims Office in Olympia for a decision relative to the possible need for an on-site review of the damage claim areas. 6. I-405 Restoration will be handled by the Statp. Highway irtment. lid But McHenry suggested that a thorough probing of the area would be desirable, in order tc determine the size of t),e 'wash-out' . Reference wa.: also made to the possible settling and/or cracking of the wing-walls as a result of the erosion behind these walls. r I� V. C. Lee VCLrpmp I� I1 1 w i� Mirwtes f '!-eting at The Renton City Hall - Monaay, A;.ril 10, 1',72 ,Subject: FRVtew of 16" Watermain break - I-405l::R169 In Attcgdanee: State Hiuhway Dent. (Dist. 7) City if Renb,» Huntl7 Grant Bert MCHenz; Harry semc.ock Run Olsen Jack Hagueness Vince Lee r 1. The purpose of the meeting was to review tic uxisting d wage situation and the City's proposed artion, i, zlowinq the breakage of the 16" wa'.cr main on the west sine of I-405, at the SR16 , intersection, on Friday, April 7, 1972. 2. Bert McHe.:z7 ;iscussed the layout of the City water system rela- tive to the abject 16" water main, and also provided details of the previor.n break problem (involving the same main) which occurred or ly 26, 1968, in the vicinity of the Bronson Way off-ramp aa,' 1-405. A laboratory analysis of the cracked portion of pipe £ron the 1968 break indicated that the failure was due to the excessive weight of fill over the cast iron pipe. This ty)r of pipe should normally only I,- buried to a depth of 8' to 10' rather than the. estimated 20' to 30' which was placed when I-405 was constructed over the pipe location. The City of Rentcm recovered all Costs pertaining to the 1968 break by submitting a "Claus for Damages" to the state H(.ghway Department. 3. Because of the obviously unsatisfactory condition of the 16" water main under I-405, the City would prefer not to attarpt a second localized n�pair. Instead it is proposed that the :ine be abandoned, and alternative water supply installations be provided as follows: a. Immediate capping of the existing 16" main west of 1-405, and installation of a By-Pass in th,: form of a new 16" due tile iron main running southerly from the capping location to a point approximately 15' south (if the north abutment on the Maple Valley Undez-Crossing; thence, south easterly for approximately 300' to join into an existing 12" water main. This by-pass would restore access to the 3,T)O,tCO qallon M`_. Olivet storage Tank which is presently isolated from the ci,+wn-tram area because of the brua4, con...titiun. The 16" main under I-405 would be permanently abandoned. (Estimated i I 1M.F �M, B. Talbot Road S. (Puget Drive to Grade k.y Ref: SR S15 I. a 7. be the subject of follJw-up actl )n b7 Pessrs. Andreas and I S.H.U. Senkel of the State Hif;iwaf Def-:rurc.a. B. J,•6a Perkowitr rwln.cr A tha- the C:_ renew the (Aate'9 B. licN-nry drainago plan and advise if t!,exe ax,, my irobl cros HougY:tcn 9. Bicycle and Trail Patht., if consi d<rrr as .. related put I �. Mcl+dory of this r.•njcct, would ne a City r rs"' 1. r•, . 1:re State do,. not want involvement "it" rzletud tight-of-Way and Easement acquisition. 1.0. A realistic estimate of timing fc_ chi_J i.r�-Iect is for S.H.D. p.S.&c. completion by June 1, 1972, •'=t ` bid Ldvertising in Octoner 1972 and construction starting i-, November, 1972. 11. There will be a separate Participation Agreement for Water S.H.D. Utility and Sewer Adjustments. F. Olsen The City may wish to proceed with installation of the water R. Olsen atility char:ge2 ahead of the basic contract, and is to pro- ride confirmation to :he State if the; A1rc.m,nt and Funding arrangements need to be changed accordingll. 12. Sewer manholes will be zdjusted to grade i,. conjunction with the street contract work. vino, t,e w 1 i , A. Maple Vall:y Highway •• k 1:' (<-)nt.) y_=tine 14. Cont. b. The City wi 1. nrcvide Mans for t.ne w tel mair, instal)- F. Olson ation on Fsilr(.ad Iror rty a" tl..- eagr. end •.f he project. '"he 3Cate will pay the tnftia_ easrrrnt S.H.D. charge, but will not accept the liability for continued annual assessor ants if aprlicable. If decisions are not finalized .n time for tit! reject S.N.D. Agreement to define the exact extent of Sta'. <artiri- pation in water utility changes, the Aareamcrt wi)1 1;43 written on the basis of the State paying for :,is conplete adjustna.nt, with subsegednt Change .rdery to identify City reimb,.rrsen,ent costs. R. Olsen Note: Ref. Item R0, Page 02: The City of Renton check cf the ixa.artaaent of Fie,heries Fer,nit established hat the Permit Approval had Leen dratted and was awaiting typing as of April 14, .t972. B. Talbot Road S. (ruget Drive to Grady Way) - Ref: SR 515 1. Illumination Pla,�s are in work by Consultant Lesigr, firm, S.H.D. Lased on City standards, and at City's cost which e estimated at $27,000. Cooies of thebe plans should .x available for review in aporoximately one month. 2. Signing requirrmants will he minimal. 3. Signalizaticn will be desinned by the City and will J4 a I D. IIar,Jin separate contract package. It is rcewon,z�d that the Fuget Drive intersection may reouire turthermodiiieation ' in conjunction with the State-s Contract for the remainder of SR 515. Bert McHenry inlicatcd tndt s<zne work such as •x,ndait and � D. Haelin ]unction box installation could be pprforned ahead et the basic contract, and that advance-oracring of equilme-IL oau being considered. 4. Channelizatiol, Bu`-tona will be included in the Agre%,<nt, I `.R•11• as a City participation cos! item. 5. Common trencl.inq will not be a regairc ment on this project. -H.D. 6. Sidewalk and drainage proposal$, as submitted by the City, S.H.D. are being incorporated into the Ltate's P.S.r.D. ge will S.II.D. 7. The specific drainage prob. involvinq Renton Villa I i ,y ( r A. Ma,�le Valley Highvay - SR 169 (cont.) Accion 13. pert PcHenxl stated that the City would not encourage S.H.D. i'ncluai.-in of the t,ashington Nat'—al Gas line in the carman R. Hcughtva trench, even tlror.gh there is a problem due to space limits- txonb on this project. 14. the Stine had rcvic-.+ed the City's plans for proposed sewer H. McHeuxy and Water Utility adjustments, and a discussion of that review included the following items; a. Sewer adjustment as submittc,' is acceptable, with the State assuming the cost (adjustment of five man- holes 0 $210 each - $1,000). b. Water utiliz.y adjustments, however, include certain B. McHenry features whic: are considered to be excluded from State Cost particioation either wholly or in part. R. Olsen The determination of eligibility for state partici- pation in project costs is based on whether or not S.H.D. the replacement main is the same size and material as the original. In the case of a 12" main being replaced by a 16", f r instance, the City would be required to pay the difference in cost between the two sizes. it is pu. siblt, that differences ' material, e.g., dueti.e iron vs steal could ,bat - fied by applicable City Ordinance or Resolution, and if such documents pertain they Rhould be supplied to the state. Additionally, a betterment seen as an increase in size also incurs a liability for "Expired Service Iife Reimbursement" relative to the originri installation. A specific request was made by tht: state fot the City I R. Olsen to furnish details of the cost differential between ductile iron pipe and steel pipe'. In cases whera the City has elected to use pipe instead Olsen E of casing, any alated Ordinance should be supplied to the Statc. John Berkcn+itz explained cant the State is not obligated to pay for ncv crocaings if the pipes are not cased, in locations which normally raluire casings. Sine the proposed SR 169 crossings are not within the bminaarics of a limited-access freeway, and ate inside the City limitf, nasings would not be t requirement. IIe-;aur.e .: the emergency cot.ditio,e; as caused by the 16" S.H.D. wat,rr n.; break under I-405, th! :,tp-A could provide an B. e+c:r:^nry egrt .y to cover wacer utility at'iustmerts ty the City R. Olsen Is +t of the basic contract work. 1 t 5. I A. Maple Valley Highway - SR 169 (cont.) Action 0. The State Bridge F,esign Department has estimated that the y-bridge walkway will cost $510,000 and the required re-design of the bridge structure will cost $2000. Tney have indicated a preference for a concrete walkway and parapet divider on the basis of the total aesthetics of the bridge design. Bert McHenry confirmed that the estimated cost figur? was acceptable to the City, and suggested that consideration be given to a metal railing on the outside edge of the walkway which would be both decorative ants f ,.r--tional. It was agreed that the City will write a letter to tin State, B. McHenry indicating acceptance of the bridge structure wideninq as proposed, and including suggestions for the types of hailing which might be suitable and desirable. Since there is a Department of Fisheries Permit Involved, this acceptance will need to be qualified a, being contingent upon aFproval of the Permit. The City will also check on the status of this Permit Appli- R. Houghton cation, and will accept advance billings from the State Bridge Design Department for Prelim'_oary Engineering work on the walkway design. The State will arrange for an informal meeting of City Engineer S.H.D. ing and :Mate Bridge Design personnel prior to final design decisions on walkway and railings B. McHenry 9. Sidewalk construction cost estimate is $65,880 plus $11,300 S.H.D. for top course material and placement. Flans and cost R. Houghton estimate w+11 be supplied to the City for review. 10. John Berkowitz emphasized that all reimbursable items ara subject to :rid prices, but normally the State will not accept a bid which overruns the original estimace by more than 10%. The size of this SR 169 contract would rro..ably result in association with reliable contractors, which would minimize the degree of variation in prices. 11. Ccmmon trenching will be a separate its in the cu+itract, R. Houghton with art estimated cost to the City of $7,000. Trench align- ment i•, shown on the Illumination Plans, and the State will S.H.D. also supply a typical cross-section detail for trenching size. The City will negotiate agreements with the indivi- dual Utility Companies, and the State will arrange for a meeting with all concerned. 12. John Berkowitz recommended that the Contract specify the S.H.U. number of days, and the dates thereof, during which the R. Houghton com or, tr-nch will be open. Also a stipulation that catch Utility Cone+any will be given acne specified advance i notification. it if"tl! f�M1A ' Minutes of Meeting at State Highway Department, Dist. N1-7'1%ursday, April 13, 1972 Subject: Review of State/City Agreorcnts on Maple Valley Highway (a^R3.69) and Talbot 6d. S. (ER515) Projects In Attendance: State Highway Dept. City_of Renton John Berkowitz Dick Davis Bert McHenry ,John Herron Bub Martin Ron Olsen t. . Bailey Atkins Cliff Bedell Paul Lumbert Gordon Beauman Mike MCCluskey Vince Lee A. Maple Valley Highway - SR 169 Artion 1. Tnere will be a separate agreement for utilities S.H.D. adjustments on this project. I R. Olsen 2. Illumination Flans are complete except for some left-turn S.H.D. signing details. State will supply these plans to the D. Hamlin City for review. City standards have been applied in designing illumination intensity, using Davit style sodium vapor luminaires. 3. The City of Fenton had assumed responsibility for L. Houk right-of-way acquisition at (3) specific locations for luminaire pole bases and a fire hydrant (Ref: Meeting of February 8, 1972 at District N1.) These easements are to be finalized as quickly as possible and copies of all related paperwork must be supplied to John Berkowitz for onward transmission to Olympia. G 4. One light-hole will be located on City Park property, and D. Hamlin should be the subject of co-ordination with the Park Dept. S. State P.S.sE. is du! to be completed prior to May 1, 1972, S.H.D. 6. Illumination EquiMent Specifications are complete, on the basis of a lump-sum bid with the State's contract covering all items. (Ccst estimate is $95,300. This does not t ,include common trenching or sane of the overhead signing.) 7. Estimated cost (limp-s= bid) for signing is 53,500, and S.H.O. for Channelization Buttons is 51,730. Destinat.on signing D. Hamlin will be the responsibility of the State; remainder cf signing will to the City's responsibility. _ T.23N,R.5E.W,1vi. • Yvnte- �';a�c�, h�"Czat� ':ei�e a i/ah:e E1cx ;�'°"�to"� � � ` t vQ4It wte,VauIt s ! a Fire Flydron�. 4 A�purtenaflcea Main,4 , � i JJyy r / 154n ',,TA 1550- 'iSR 169 . ....yr yr. ` \ � / '♦ .�� .- --LI te - ox ZO _ F G,"_steer Woier 1 � Mn ra, 3v%5ta 11 Ptppmx 15 lF' a- 0 S (CI 13) � i `— Vv'ate< !�kxn, B"Ciote Yale 4 r«:ve Box, IV $ , is +�I ti NO t0 a.w c� i AbartdM Approx 1, o01 .F IZ" Steel Water Mom, QI CC% ? W'n✓ F p".-,i --�_tt t•- iZ"Ge:;te Ynitiet �".M:% `:o,liT So1•�n�e fix, F E X H I B 1 \y„y �}. �. - -- - - s C. t13. -- i S4 1(09 iiI MiJplew�cx� to SR-4pS I Ntprk to to ferFormed 'ay C1•tj of (2en'}'cn I •_.• • Remove EXiSl ,n9 1�nFe�' Meer �AGRECOU4Tt+c ♦ ;��ya\ Qelanied Wo�et MeWAU � � 5s►�etg dtpr•�( , �s�2� __�_, loo p�M"•);ba i`,�}s�, 'rJ }oM ia,x3 anou,a� • a aM :A3Ki�tS1!! uo}uab �O �} J fg paw�o��� aq o.; , --„ ��►-ems ai �Ma�do� -- Q . iiglHx3_� ' y san o, C— __ u'ol4 �a}o1't (2 17) IG .,zt .I �, S�E 1 xcudd�• ��o}suI � uogd .-i -------- =i f; i '�-, r-�` - .- mow• �s •�.a.w vi ao ' . .--- ----i.. _ - �, 691 - uaS4 ------- ^OA a 160V 1'3 n0 A I LI XO� 5' � i' '\ r'. / �• f �� /----._._—_ — _ _ _ �'�oR � an�a� s},ofl .8-� •u�vyi .aa�o�,•, � � � . 'f�' `/// ��.� 3� art�oq air, 3 \� 1.,'_ i.`� •$ rl Z$L xa�dd�{ �1p-�6u� _.--- k.^ \ �p sanumvim .� �-,_____— —._._ l3 t11♦ nv dl— f _.. ._..t v \ `\ + / i '\(m 3 O\ �i a1A p� \ 1� aaop — - �M3� aNfZl �. ;f •�� A ,OL XCU&iy�apu Utz _ ---- . T.23 .WM, tclve sor � � F aV AF CI. V40 ; 1 r+'ice;2 'v�:•.e '. ante 9oK e CS 1tin�ec APE �.�, d App r�Gc or.CEs Box, 5" MYa F,cc li gem _ ------ #* t ,. , FJt T SR 169 r i I ' _ 5t.F -tee, Waiec, i q< , f' e�• �E + 4�4 _�____ - - - ----- - -- -- E X H I B I T STK,tn11 ftFptnx 1:' l`at E 12"OZ ,C1 Vr'1}ef !�a.n, So\vnc,e Fxtsi i,c._ ;0,� r :c.� t-1G"Cin ix vgwp ''lap;eW �o Ste- 6 lien�on �, t� a Fc�en+on V' C F•�f - - - - - — -- — • `�ctnOVV' ExtS� YJute� M G r —� AG4 MENT NO - ----- ♦ TrstCu Retaco�ed yYa} r l�le�et' I of s 5oms Apr, , "- SCALE t IOCI M • '_�__,. - _ _. �. -.-.. .._.. .�._ .."_.. .�—_. .... ..,ter. � • t T.23N.R.5E.W M. it i - _ ---- 1Vork to be Aer•t.;cmed �'��} � r � � Retroce f.7tlSt li0ter `•�pter -- I • ln_s4cil Relocated Water Meter EXHIBIT ' ,c s �Z�4 se t�9 Abandon Appmx �e�} l .� "HL V'l'oler � irL, Ir,�ta.1 Appro> 1 F"30 a_ V 5" ID:: (0 ;1)Wa3er Main, 1- Gu+e Vnive 4 Vntve bow, I P{npiewox3 �� '4�5 I Nt)ondon R tva! ' Uoie vsl*\,,;';, i�'lgr Ap�aT+L"u nCeS, �AGCEEMEUT Mo. -" (zMEET C or- Swv,-9 Apr,i , 19'Z � WAAL 1` = eC}Q �� . . �, � ����', '+' ,i� ,- , � � , � . ., � , ...T . . .___ . . �.. j r F i � ,. ',, . . 4 • r y�' I ' _ _ � } 1� �� ��� I ' ";.,' .�,., .�,� ,,f� pp ,,r I f V� 1 Q� 1. Y' ' 4 �� i . 1 � r • • - i t • � _ ._ _. City of Kenton CS 1731' SR 169 and rS 1741 SR 515 February 8, 1972 Page Two Illumination and signals were discussed on SR 511,. Mr. Bedell stated the ' City's participation of luminaires had been designed to current City standards, The signals at Grady Way and Puget Drive will be designed acd submitted by the City to the State for incl�rsion in the State's project. Mr. Atkins supplied the City with a current set of PS&E plans for the project, the City will review and determine sidcwa;k design and limits of installation They will supply this nforr,atioe, to the State by February 23, 1972 for inclusion in the State's contract . -d the participating agreement which will be processed. P. tility agreement will be required with the City for water and sewer facility r• cation, it was requested Mr. Ron Olsen of the City contact Mr. Bailey Atkins to 'scuss the conflicts and proposals. Sk , - M, . Bedeli indice.ted three proposed lunir.aires on 1400 St. S. F. to " 4 , cannot be constructed within the proposed R/W. It was mutually agreed t- . lnaire° hoc, to be installed left of HES 1533+8�, IS36+85 and I538+48. ih, + - 11 require additional R/W or easements. A tire hydrant will also be insta d in this extra R/W at HES 1538+48. The City arread to review the, plan arc oi., In the necessary R/W or easements to acroomudate these installations. ,he + . t will review the plans and submit sidewalk design and limits of In talla- tFo,. +e State. This should also be completed by Fe'iruary 23, 1972. Installa- c,Ir, n tht vicinity of half bridge structure. An illuminated cross-walk rr. , ue uircd if a sidewalk cannot be accommodated on the structure. the City wti s� t a proposal in this vicinity after revicwinc, the plars. "+e C•ry facilities relocation is being done by Ron Olsen. A section of the o' will oe includes in the State's project. The portion Involved on the J will be installed by the City with the State acquiring the permit r 'ha •oad R/W, according to Bailey Atkins. Very truly yours, W. C. BOGART, P. E. Uiytrict Engjneer �Il`�I✓�i�:�L�ytJ /9 JOHM eEftk OWITZ j strict Utility En Ineer c ; rr, on Mr. !• +s ♦ 1 STATE OF WASHINGTON DANIrL A. LVANi, Dour wnow r WASHINGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS osncr. or o11TRM1 an cinrcw . DISTRICT NO. 1 /431 cewsan Avrnur w4UrU Refer: CTI SEATTLE 98108 Fel,ruary 8, 1972 City of Renton City Hall Renton, Washington 980�5 LS 1;34 SR 169 1400 S. E. to SR 405 Ltliity and Participating Agreements Attention. Mr. B_rt McHenry 3S91 CS 1741 SR 515 So. 196th St, to Grady Way Utility and Participating Agreements Gentlemen; L-3549 A meeting was held on febr.Try 8, 1972 at 9:00 A.M. at 61131 COfr,On Avenue South. in attendance were Messrs: Bert McHenry, Vince Lee., Dave Hirai in and Paul Lumber Of the City of Renton and An, Dunn, Cliff Bedell, Rob�.rt Mart.n, Glen Guy, Dick Davis, Gordon Beaurnan. John Herron and Bailey Atkins of the Highway Department. SR 515 - John Herron requested the City of Renton to subrnit a letter to Mr. Bogart outlining their proposal n•gardinq utc of the Lityr, UAB funds in ronjunctior, with partiLipat:on in the Staters project. Carr Road to Grady Way, SR 515. Mr. McHenry said the letter should u� forthcoming within three days. hr. McHenry furni�,heJ Mr. Uunn with acvuilt chenneliratlon plan; at Grady Slay and Burnett Street. Mr. Dunn expldlned a verbal request had been received from Puget Sound Power and Light to reallgn the proposed centerline of SR �15 easterly to eliminate the R/W acquisition from Puget Sound Parer and Light parcel which lie� westerly of the proposed highway improvement. Mr. Dunn is reviewing the request and Indicated if anything definite were established on the realignment, the City of Renton might have added costs for adjustment of the signals and channelization at the intersection. Mr. McHenry noted that the tity had anticipated some costs for adjustments. Mr. Dunn Indicated he would contact Puget Sound Power and Light and requested a written proposal from PugLt Sound Power and Light before taking 1 any further action. The City requested the Staters estimate of cost for it-, project from Puget Drive to Grady Way. They need it for informational purposes in connection with their ' UAB funds. M•. Dunn thought that section had possibly been estimated. Mr. Herron said he would see If one :ould be supplied to the City. -L-0, 1 r STATE OF WASHINGTON DANIEL J. EVANS. oo.n.MOA (9— WASHINGTON STATE HIGHWAY COMMISSION JEPAPTMEN! OF HIGHWAYS prn r nr DNTA.C1 .nog«e!x O.f�lf1 FO / .n now.. •....+. I Pr. P. tt+/'E1on lrnirI, rAI Id. I...,. Box �19 ` P.C.� lmse,isI+s u rlp , rr.{r.• , �. T , ,.,.. �, ilk, x )00 .:c'.. i.T 16) , contrrot 9; .r III Dow 81rI I\I✓) 04 mdo, to A:.viry Ulat :l.e cwt3-Actor, :.r.rncr. 1:%atnc CeWmit eta~ ew & an the abov^ refcrmood 9mima*, on FebrwrT 4, ] IT,'. YarF trulY Frnrra, r. I. Rgl A01wl. S}SEtrSet Il1 OMar %. F. wx nrl 1Set. C. r,tructian FjErinrf r C11Y OF pfpr RfCF' - .:ON „ LIEPT +► y 1 J L. M � v v i ' i A I . i d OV mot' L V L 4 CITY F:NfANl U FFR'!< I+FIC V • I(L.W I'!)N, Ul A6+IIIN(VI ON 6 i �� N Cl fro s I, y 1 �T 1 �Y y �f ♦ � �d jx A f r 3 . , n i . _.. - -5 3. N-36F FP.Cu''E:;T 140. Lr ILITIE:T DEPARTni,7 CITY Of' RENTON :VCRK 'RDER NO. WASHINCTON 2-29-72 DATE $�PIAITTED___ DATE COMPLETED_ _. DEPARTtENT WATER DESCRTPTIaI OF WORK (SR 169) Maple Valley Highway STA 1498F00 to STA 1549+00 iZCESSITY _ WORK TO HE DC14E 6Yi I Clty Forces Highway Relocation COntTOLt CJ O+hers �_.ITEM NI ITY IT COST AMOUNT 6" Tram;ition Coupling (C.I. x STL) 3 EA 31 .GC 93.00 � 6" Trans`tion Coupling (C.I. x A.C.) 1 EA 31 .00 31.00 Sub Total i I 65,617.80 Installation of Water Pipe, etc. I6942 4.00 27,768.00 4LV ;ub Total I $ 93,385.80 Tax 4.669.29 I L _ I _ TOTAL C05T 98 055.09 APFR0IED PY OUr'T. OF T.TILITIES_ DATE AFPROVED� 2. PPOJBCI 140. W-366_- 171LITIEs ZPARTM 1.7 CITY OF RE, ;ON WORK ORDER NO.____ MASHIN 7014 DATE SUBMiIITEC 2-29-72 DATE COMPLETED DEPARTMENT HATER DESCRTPTI'.id OF KRK Mdple Valley Highway (SR 169) ETA 1498t00 to STA 1549+00 NECESSITY WQIK TO BE DCNE BYt City Forcge O Highway Relocation Contract C� i Others C_-1 ITEM tf.rjy ' MIT COST AM70NT 2" Blow off Assembly 1 Ea 75.00 7�.00 24" x 16" L,I. Cross (All 14)) 1 I EA 1030.00 1 ,030.00 16" x 12" C.I. Tee (K1xFQ 7 EA 150.00 1 ,050.00 12" x 8" C.I. Tee (MJxMJ) 1 EA I 165.00 165.00 12" r. 6" C.I. Tee (MJxFL) 1 EA I 140.00 100.DO 8" x 6" C.I . Tee (MJxFL) 4 EA 82.00 40R.00 8" x 4" C.I. Tee (MJxFL! 1 EA 75.00 75.OU 1 16" x 12" C.I. Reducer (SEB, MJXPE) I EA 129.00 129.00 8" x 6" f,.I. R25ucer (PExPE) 4 EA 30.00 120.0 12" C.I. 22 1120 Bend (MJxMJ) 3 EA 85.00 255.00 8" C.I. 450 Bend N x '' 2 EA 46.0 92.00 o' C.I. Z2 1120 Bend (K1xM.1d 7 EA 46.0 322.00 4" C.T . 11 1140 Bend (K1xK1 1 EA 40.00 40.00 2 EA 165.0 330.00 24" L.I. Plug (T.J.) a 16" C.I. Plug (M.J.) 1 EA 92. 92.00 !I 12" C.I. Plug (T.J.) 3 EA 33. 99.00 8" C.I. Plug (M.J.) 8 EA 20.0 160.00 4" C.I. Plug, Tapped 2" 1 EA 13. 13.00 1 12" C.I. Solid Elee'✓e W) LP EA 63.00� 63.00 I V _ IMAL COST APPROVED BY :;UPT. OF l.7ILITIFS DATE APPROVED ( PROTECT N0. W"3C6 UTILITIES DFPARTAf-NT CITY OF R.E,+TON WORK CRDFR NO, WASHIN.70N DATE SUBNIT'rED 2-29-72 DAT° COMPLETED :iEPkRTI'ENT _WATER DL& RIPTI',!! C, WCRI( (SR 169) Maple Vrilei Hfgh:ay STA 14:'�.00 to STA 1549400 NECESSITY WORK TO BE D tE BYs City Forces Highway Relocation :ontrac! O hers I TIEN QUANTiTY UNIT C0ST AMOUNT 24" Cuctile Iron, CL3, Water Pipe (T.J.) 170 LF 15.00 3 2,c50.00 16" 112, (T.J.) 160 IF 8.65 1 ,384.00 121' CI.2, (T.J. ) 507C LF 6.00 30,420.G0 12" " r.L3, (T.J.) 320 LF 6.40 2,048.0C 8" ;c2, (T.J.) )00 LF 3.65 365.00 8" C13. (1 .J. ) 750 LF 3.90 2,925.00 6" Cast (r I.J.) Weer Pipe 72 LF 2.40 172.80 4" Cast Iron (T.J.) Water Pipe 300 LF 1.60 480.00 24" Butterfly Va1,w (MJxMJ) 2 EA 1951.00 3,902.00 Large Conc. vault (for 24" & 12" valve) 2 EA 3000.00 6,000.00 16" Butterfly Valve (MJxMJ) 1 I EA 875.CO 875.G0 Large Conc. Vault (for 16" valve) 1 EA 1500.00 1 ,500.00 1'" bate Valve (M)xMJ) 7 EA 337.00 2,359.00 1 Precast cone. vault (for 12" valve) I 5 EA. 400.00 2,000.00 112" Ga:e Valve (FLxM)) I 1 EA 320.00 32C.00 I e" Gate Valve, (M)xM)) 1 EA i75.00 175.00 8" (FLxMJ) 7 EA i65.00 1 ,155.00 6" " (FLxMJ) 5 I EA 105.00I 525.00 4" (FLxMJ) 1 EA W.OG 80.00 8" x 24" C.I. Gate Valve Boxes 15 EA 16.001 240.00 5" MVO Fire Hydrants (MJ Zonn.) 4 EA 280.00 1 ,120.00 ( --- —' TOTAL MT_ APPROVIr L'Y SUPT. OF UTILITIES __. DATE APPROVED �w + April 3, 1972 Washington State highway Commission Departswnt of Highways Office of District engineer Dis• .:t 01 fd31 Corson Avenue Sough ;cattle. Washington 98106 Attention: John Berkowitz/Batley Atkins District Jtility Engineers Ke! Uri CS 1734 SR169 140th SE to SR 40S Utility Agreerents L-3697 6ertlemen: Enclosed is a cost estimate for the material and installaLion for the 12" water line reiou tion (City Watsr Project NO. 366. dated 7-29-72) In SR 169. This estimate does not reflect the estimated cost of any street restoration. The estimate for the meter relocations is also attached ari is hosed on time and material. The City would like to rmloeate all meters and would like to Ake all tie-ins to exlsttng water mains. Other attachments are a copy of the Citv of Renton material. and construction specifications for one of our last construction projects and a copy of the revise: water plans. if more information is required, please cortrct this office. Very truly yours, Jack E. Wilson, Y.E. Director of Engineering O1mnaT L. Olson Uffice Engineer RLO.sn ' i `M _lV _.\ . ..r' •! ._ 4q1 \��I /►; i71n�! •}lt • (Ms 1 t , V i Mr. Run Olson City of Renton 111 Mapl(ewoou to SF, 403 utility C0O7d2n{t{ , L-3397 septer+bar 3, V�71 Page 2 1 i 2, E: ixting Runt-":! �' f:cilitie- will clear the proposed construe- ticn W,9th the c,zccp._io:, of vertically adjusting manholes. 3, she e:,i.:tinc Renton irc,tcr line meanders left and right of the new centerline. Th^ oxisting water main is 12" steel and will not suppo-•t the construction equipment loads. A. The State agreed to '..,rite an agreement with the City of Renton that will include the se•,er adjustments and construction of a new water main frost approxixately 5th Avenue to the end of the project -tear SR 403, The existing 12" water line will be abLn- doned in pioce. 5. The work covered on this agreement will .be performed in the State's contract; therefore, the City of Renton shall furnish the speci- fications to cover the ite-ts of work. G. Mr. Olson stated that if funds are available: they wish to install a new water lire with City `orces at City expense from 5th Ave- IS back to the vicinity of the golf course. Mr. Olson stated tc if the ..,ory was performed during the life of the contract, it wriuld be accomplished in such a manner as not to conflict or delay the State's contractor. The secand meeting ccmmer.ced at 1 :30 P.M. with the remaining, utility companies h attenr a; m Mr. c=cnc dBerkowit oneneG .he meetinri by s`_ating tite basic uro- il� blems that will be encountered on ocathis projeistingafacilities arery iondbothht of way and numerous utility Sides of the roadway. The project alignment is limited by hillsides on the north side of centerline and the Cedar River to the --ouch side. The State will haves dif ficulty accommodatirg utilities on the south side r.f the roadway due tt . . ' r,A.ar River, retaining walls and a structure. T':or?Pore, if AqiI1 have to to thh South(side to\pert,itethe S'Lat("sncontractor to conet l relocate L. overhad ructthenort half of the new roadway. Cit- of. Renton ordinance all ocw utility construction be under- ground. The City of itenton is re::parr. Llt for illustinr.tion. trench method ill with the various utali y co:yanies inethe tr nching exn ns o e. To preventa t `f 4 'y �.;� •-N: ;* '� `i�: `�.'l� 9..;r.[/; ,{t.11 "'/ :.♦ ,' I{�1�1�i,�:"6�e"IH„YfQ'XlT',1f tl': t 11rIW.;; .'""".'�"'M,"ii ' ^� STATE Of W/S. 'NGTON DAgl[L J. 11YANS. soruwA °r ., 1 r1� �: i..,�.� WASHINGTON "All HIGHWAY COMMISSION! DYFARTMENT OF HIGHWAYS O -C[ W CM11111 rftwml[ DISMICT NO. 1 !N, COwa44 .11"N f V4 kA"L[ sayeA 1 September 3, 1971 ` City of Penton Renton ..y Hall Renton, Washington 98o55 Attn: Mr. Ron Olson C.S. 1734 SR 169 M&Plt-mOd to SR 405 Utility Coordin;JUMI tweeting Dear Sir: L-3597 T?ro (2) me^tinge were held in the District No. 1 Conference R'j--: on Sentember 1, 1971, for the purpose of coordinating the various utility co:aa0 Soes' tem vol✓nd in t.hr. above noted project. in- Following is a :.ist Of the persons and util...:.y co.,panies in attendance at the meetin-: Ron Olson City of Renton Ben Peternon City Of Renton Clint Morgan City Of Renton Lloyd Engil Pacific Northwest 13e11 Henry 11ahnkeY pacific Northwest Bcll 01jr Greg Wilson Puget Sound Power h Light RE`- OF Dick Tlibb;,nil Metro R.E. Bloom Washington Natural Gas Ski, ~® Eulone Twiner Clearview Cable T.V. d��/ John Berkowitz Department of Ftighwayl Bailey Atkin.= Department of Highways Dick Davin. D-partmei:t of Highways J.E. Maki Dcpartmcnt of Hig'ways The first meeting co,=Ienr. .d at 10:00 A.M. with Mr. . Olson and Mr. Putnrcon representing the City of Renton. A diacresion of the City existing water and rewer facilities ensued with the following retcults: ].. Existing facilities tat are not in nhysicdl conflict will remain as they exist under the roadway. poi"`' Aif E �`T-t " � r�.'.• _ use; r�t�-F� � M.wt��•.c� � `�Z- c 5.�.� . 71 opt N'O _; t t.-j G c la4-04+irs8 L—) i U A-D p►+-rar - IP7 7-- - C_W--n sZON 43.e-F t F rW w" v . ( o�.ft L o c . o� (.�JZ 2 �a- y ri+a o--e ►3` ST -r&4 20.E M04 . tip_ L t zc. (�f e trt Ti ft,,!> ro Is•v C rb I 24o t L N ��c (a�..r N YLI►Q. �ON TO G-A�cc L�yY1MM1►w Wl-G t"� fJ ic_tL OrI1 S . `JT 'l.cl N-t— r`tJ P." 1.1-4 ,ram 3421 c..Tg It-..�}-J4i E� ���� `lOk3C'7! �`J )•CLYTi6T 3. PROJECT NO. W-366 _ UTILITIES DEPARTMENT CITY OF REITCN WORK ORDER NO- WASHIN(-rON DATE SUBMITTED 11-12-71 :;ATE COMPLETED DEPARTMENT WATFP. UESCRIFTIOi7 OF WCRK (SR 169) Maple Valley Highway STA 149+00 to STA 1549+00 WCRK TO BE DONE BYt :ZUSSITY City Forces contract Others ITEM NIITY UNIT C0ST AW INT FIRE HYDRANT GUARD POSTS 8 EA 13.25 106.00 MISC. Shackle Rod 200 LF .32 64.00 10 CY 22.00 220.00 Conc. Blocking 400 CY 3.00 1 ,200.00 Select Backfill Material (No restoration) SUB TOTAL $65,384.50 INSTALLATION OF WATER PIPE 895 LF $ 4.00 27,580.00 SUB TOTAL I $92,964.50 5% Sales Tax $ 4,648.23 $97,612.73 I TOTAL COST APPROVED BY DATE APPROVED ----- 3UPT, OF UTILITIES ( ,, Y 2. W-366 UTILITIES LEIARTMENT PROJECT NO. CITY OF RE1,7ON WORK ORDER N0. - 0541NC7014 DATE SUBMITTED 11-12-71 - WATER DATE COMPLETEDF DEFARTh¢tII DESCRIPTION OF WGS1K (SR 169) Maple Valley Highway STA 1498+00 to STA 1549+00 WORK. TO BE D014E BY$ NECESSITY City Forces C7 Contract O!hers ITEM _ '.RTSYFEA C'.ST AMOUNT 24" x 16" C.I. Cross (All MJ) i 1 '030.00 1 ,U30.U0 1 320.00 320.00 16" x 12" C.I. Tee (MJxFL) EA 150.00 1 ,200.00 12" x 8" C.1. Tee (MJxFL) s 12" x 6" C.I. Tee (M1xFL) 1 EA 140.00 140.00 8" x 6" C.I. Tee (MJ x FL) 4 EA 82.00 328.00 I 8' x 4" C.I. TEE (MJxFL) 1 EA 75.00 75.00 1 EA 129.00 129.00 16" x 12" C.I. Reducer (Seb, MJ x PE) 2 EA 30.00 60.00 8" x 6" C.I. Reducer (PE x PE) 2 EA 35.09 70.00 8" x 6" C.I. Reducer (LEB, fiJxPE) .00 255.00 12" C.I. 22 1!2' Bend (MJXM)) 3 EA 85 85.0U 55.00 8" C.I. 45' Bend (M41 x M1) 1 EA 8" C.I . 22 112' Pend (MJ x MJ) 3 EA 46.00 138.00 2 EA 165.00 333.00 24" C.I. Plug 1 EA 92.00 92.00 16" L.I. Plug 2 EA 33.00 66.00 12" C.I. Plug 3 EA 20.00 60.00 8" C.I. Plug I EA 13.00 13.00 4" C.I. Plug, Tapped 2" 12" C.I. Solid Sleeve (MJ) LP 1 EA 31 .00 3.00 9 3 EA .00 93•00 6" Transition Coupling (C.1. x STL) I EA 31 .00 31.00I 6" Transition Coupling (C.I. x A.C.) -- TOTAL C:-,T .LA APPROVED ^Y DATE APPROVED :UPI. OF UTILI:IES pm � i t { PiMMM NO. W-366 UTILITIES DEFARTAWNT CITY OF RENION WORK CUDER NO.— NAS,4INCT0N DATE SUBMITTM 11-.2-71 DATE CJW. LE-E) DF.PARTMENI WATER DfS91gJ OF WORK !sp 15 i;9; ??apse 'Aailey Highway STA '.498r00 to STA 1544+00 —_..�_._.._.__...--KIRK TO 7E DGNE EYt 'r, �W;1r Relocation City Forces r contract C7 0:hers C _ ITEM UAN7ITY UNIT C':_f AWAJNT 24" Ductile l.or. CL3, Water Pipe (T.J.) 160 LF 5.00 5 2,400.00 I CL2, ( 190 LF 8.65 1 ,643.50 7p ;,L` " i 5075 LF 6.00 30,450.00 l2" " CL3, 280 LF 6.40 1 ,792.00 611 CL2, " " 340 j LF 3.65 1 ,241 .00 8' " a.3, 500 i.F 3.90 1 ,950 00 6" Cast Iron. (T.,1.) Wate- Pipe 50 LF 2.40 120.00 4" (T.J. ) 300 ! F 1 .60 430.00 24" Butterfly Valve (W xW 2 EA 1,951.00 3,002.00 Larry Cm-. Vaults (for 24" Valves) 2 EA 2,500.00 5,000.00 16" Butterfly odlve (M)xM.J) 1 EA 875.00 575 00 In large Conc. Vaul+ (tor 'j" valve) It EA 1 ,300.00 1 ,300.00 " Gate Valve N x PU) 6 EA 337.00 2,022.00 In Conc. Vault (for 17" Valves) 6 EA 400.00 2,400.00 12" Gate 'Valve (FL.^,'41) 1 EA 320.00 320,00 i E" Gate Valve (FLxh13) 8 EA 165.00 1 ,320.00 6" Gate Valve mx-K)) 5 EA 105.00 525.00 'A Gate Valve (FMxMJ) 1 EA 80.00 80.00 8"x24" C.I. Gate 'eawe Boxes 15 EA 16.00 240,00 5" MVO Fire Hydrants (MJ Conn. ) 4 I EA 180.00 1 ,120.00 2" 4,1(m Off A-Swshly 1 EA 75.00 75.00 TOTAL COST ATPFFOVEL f.Y W177. OF UIILI:IEL' DATE APPROVED l 1 a .......... !arm& &W Ia. STATE (IF WASI:II1 TON DANIEL J. EVANS, Gov>wnow Fri r WASH 1 NGTON STATE HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS ornc, or murwrc: rwm a.a soft—DISTRICr NO. t ww>I comma >vrrrur mace rw Refer: UT n seAYTLE 98108 November 18, 1971 Reeked to: I(- Pac. N Bell - Henry Markey t (I n Pu Sound Paver and L10. t - Greg Nilsen u carvieN Cable TV - Eugene Turner CS 1734 SR 169 Maplewood to SR 405 Utility Relocetlolr O +-3591 Gentlemen. Reference Is wade to our letter dated September 3, 1971 whlcl' contained the minutes of the utility coordination meeting held September 1, 1971 on the above-noted project. During the meeting It was established that Pacific Northwest Bell, Puget Sound L Power and Light Company, Clearview Cable TV and the State Illumination facilities could be accommodated In a common trench. Attacheo herewith 1s a reproducible plan of the project indicating the trancn alignment which will be available for relocation of ycwr existing plant. C�\. r7 It is requested that your office review the plan and furnish this office with \uy// the following information: 1) what portion of the available corridor your company will occupy? 2) The method and/or type of conduit you propose t3 utilize In the trench. 3) Scheduie and/or time required to ralocate In the trench awl time required to remove the ox, ting plant. 4) Lato of locallons required to service customlors on the opposite ,Ida of the road. Should there be any specific questions concerning the Stators plans or sc:r+dulleg please contact Mr. Dick Davis at Mr. Glen Guyrs of"Ice at phone number, d88-;010 In North Bend. very truly yours, TSA:u N. C. BOGART, P. E. Attechowt tr District Engineer cc: Mr, Ron Olson, City of Renton (w/plan Mr. Rent ley , �'. ..• !�.(i - Mr. Glen Guy it By: JO0 BERKOWITZ Mr. Atkins District Utility Engineer r low kA)- U(* WASW%' GTON STATE HIGHWAY CCMMISSION DEPARTMENT OF HIGHWAYS Inter-departmental Communication office of ......... ...... Date....... . ....... ..................... To ... . ....AUtPA A&kn ......Ign.-Clagn - 3R-169 C'j 1734-6 Maplewood to sa-405 From....... ................... L-3597 Subfict....WaJtxrA1*.Vor.1QgjW4au...... ..... ..................................... .............. ........................................................ Too weter meters are 70 Ated at the following stations f.nd offset3- STATION DISTA14CE 3z.WIQE TO �1498+28.0 98.01 at 1, *House �1498486.0 04 156.01 Rt. ✓ k House 1499+12.0 .0" 65.01 Rt. 11y, *House 1499+1 So 0 M 4 68.01 ai,. —-*GULF Service Station 1499+,46.0 *5- 91.01 at. � — *House 1505437.5 »(, 46.31 at. I- /,VO-O* ARCO Servioe Station 1513464.3 *7018.bi Lt: 1, 2 4sters - Houses 1517+74.5 air15.71 Lt e * Store and Tavern - 1518+77.3 00 16.71 Lt. /Alc m INCO Service Ste tinn ,1532496.3 ry 25.71 Lt. v. —Security Concrete. 1536+13.0 U 39.91 LL. /�!J,--�Stoneway - 1541+19.4 P-4 36.61 Lt. eAt:AP Seattle City Light /A,4A Will be rolrOved during oopstellct Sle il It You Care To Drite—Drim With Care. to aft -4- 13. The City is to submlt lett"r coverinp uti112aticn cf Stnte-furnished and City-furnished equipment (e.r. light poles). A "5amplo Eatlm':te of Cost" will be supplied to the Clty' by tote. 3 r, rn eetlmote 1- to be prepared for the L;Vte by VV: in con L. 1 am11: Junction with Tr'rffic LnT,Sn:erinp showier tho co:;t broakdown VT'; for Condzit Cror;Slnr? `at inU�r.,ecticns. Th-sa conduit- arse be- ing inst:.11^d as p' rt of Jt' to ConbUlct, b,;t :all not be billed arrinat Tonic-. (T".n ral=itcd co r to he novercd by City U .E r«,imbursement to :itate p"T 14,. Clint htorf•�in is to ch-ck the St. t : Contr ct for the breai- C. �nr down of work. Vincr, Lee i �l � -:3- •ST7 c) :;tntlonly; ,7111 r:orm-+lt,y procr :: from left to rinht on plr,n ::fleets, but it 11, rn:%CYG1`rid th`,t r'J•+':r'ne rtrtioniri, w-ly ccmtitas be ercount;r^.d it, ,;I.-c133 epplicr tic•n,. d ) Us,i or tr1'.e-r:+,me:. muat be r•.:;trict,- to o•,: oc of ab,,olut•! :>:;.,n f t.Y• If .ir,.d , it I-, 1 r ';fcrr d that •1t 1,-, rt ti-r�:o 1. orsible s�urco r s ; ::: b 71::t d. ;F«cif] tr ,q,r n',mo u .ire eou] ° be. '41 :At94 by ouch concsld r bear,. is offectinp s vi )p: 'jndjrr lroviding contlnult; h,,t an ndJacer.t ,rro.1,•et. ::OTr, : TVgci tr le-mmo ra ;trictlon sl= apilier to e) The Tonle:. keg ion %umto3r wot br irraluded rt the top IL, hnr.,i i. right-h,qr,d corner 0' orich plan .'hoot. C.-his zu91on Numb^r h.-�; .1uat r.:^ently bnrn c.n .nqud, eind <VV; should be irrtructred not to m.ak,: thls retry until z:uw do- p;ion%zl Lumber 1..-1 confirm-rd. 1 � S -z_ k) is furthNr cce.mitment for tu'ld^tf..ur tr.,. Clty�wr:•�n�lruh L,ttrrr. wl ich will be ce fi mittir.n reoueca:: r•uch as : 1) f.pprova.l of �•P}'! ;,rscifi, tied tu .'itY 7) t,,,orovhl of funding I'urcr.0 r:ork, inchu32nw' ' Y • ore rr:,r;1r tY-the tie,, 2t,rs,:• covered by itY ` L'or.tr•ctcr at thy; Citylu requ-ut). t r=.d ttat L. lia-mlir will r vie : thy. 'AAtes IU, haml2n �.peeinl i'rovislr n:.- �,nl -upporting Data in rrr;.lunctior: :Sth VTS, � :. +.o establish thr "-rr, ,t for the Spocivl Provislonu wt,ich will be included 1n th- ';ity'u Bid ;pecific%tlor :. Thscs peci,j] t,ouKluifnr crncurrcneo `withcrequirerye. ntscon 'I.. iic4'r. ruin ntrr rn r,i Lyn. n thl� : r,cclfic pro n,rt, nd +dd1t10nel.ly to rvntabllsh { :;T;":D' kU r "Lf..'"1 ` 07 x C7.•.I. 1`HGLIalOai; for %IaVt•ition to future Topics ro�ccts . 3, f?untinv Ga nt chceged VT' Is Slgr^9lzatemrlo ed0bynth, tste L• R. explained th= it^view `:yst^m welch will be p Y r Henuire:nen•,r ire .•s folio••"; : j ) Six se" nr r�•,liminary pin^ . cFr•cY+1 prcvinions, to b'^ sugpl l.,a rrneif'l C- t.ir.... ,r,l ecvt o• ,;,m tr•- "rr, far t,P^ Sr.1t 1 "- 1^r ir.-"^nd` r�:vinw• rt th1L, r - r r<,f^rre•1 trAt th pl: n b^ 'full s170 . b) t,: rnu'titr:c rr.',rLtAn to to necer�ib c311' rrci-'on3:;�wlcifll lrr=- �i ., ;rn tt-•d br .. , tiont, tr he finall7ed , c) ra"nn ^h npn^ �`.�'= t.^^n incornor' t,.d, St. te then pre- ry for; to rr:ceivo two sets of full - ire "trcl2ti') to on%Fil In , doublelche,ckytoobe m do l rlorlto pltn)ulve- n n',bl. r.ductlon ,nd printir.g. ;,t:ae xlth. six d) hir%tl. rt%,Fe involve- Pup( ly, ,l ttrrolit •d urtr:clficvr- rt: of rr-duu d rr^ l ,ns , r lions, sr,eci',l ,provisions arj aim tr i1 at lwnot , two-mrnth lie ;orjod e) City should a,xp between uQbmltt•{1 of fir: t c.rellisin ry ceipt of finol ,,rrrcvnl. 4, 13Prt 14oHenry ,edvlsnd lxrr;; Ftamllr tr, .i: u; vir:x of the fore- I>. Hamlin ) CYtyp with iZt ]�aetttw,lvTrllsb7ein t'ruut tt'nlr-prnliminary plane. 5• The general fo` it. for plans w:le d,rcurccd by th=j :Mate nod the followirr ,joints ware noted : a) Rirrht-o'-vrc=y llnei must alwayz3 b^ drown find labeled, .jMtur..r,r! differentiation bntw•eat nuw 12no:: arni ex'sting limn. b) ,lope easements must be Inbeled, and their limits Must be defined. /_i I L S.H. Dept. sip-died One print of :A 1(') 31-arx: frr F:hr'nneli- l CT iG`i zation, 11]umlr.r tine, vicinity and rlaht-o.'- jay alij—;,-.nt, Ei.Hourbt dr11n9ge, ror:d+^-: profiles and roaiwa. sections. Tier will be [,.a•amlin reviewed by City. 4, :�trtc Indicated that there v :e no problems with sipnaliza- tion. 5. There will be tjo State Agreements.- arf: for common trench- .- Inr„ 111uminatirn and sidewalks ;(and a separate one for'utilatir;s, City _. a 6. It war ^rrgg3 tYnt the Ccntr- st will Srclu9e a refer- S.H.J. once to tYn City's r^sporsibillty for :street Signing -nd 6tripinv. St%t;e 1s to proc :re +aL>ht-of-'•'nv -..nen,.;nt from the Hailro^d 5.P . for n proposed w�terllne Snstall,ticn in the Pelf ccur;�e area• Every effort shoull he m'n to co-ordin-te this ,mterlin- reouire ... _ ment to enable Installation durini' the mein E.roject construction period. 8. City is pprticipatln7 in side::alkr,, nd agreed to rrovide A.Hou Ste:te with sldewalk 1:,yout and cost e:tirrte by Nebruary 23, 1y72, D,nar , (Prelimin,ry statlonlrF' to be supplied c-:rlier if poaslble ) , In addition to proposed standard sldewalk;; on both sties of hlrhway(ex^.e^t 1n ar-=n of th= half-brldP^) , the City will inve:- ti;»to tt^ f•sa.^.ibillty of a suspended w�alkw'!y attached to the bridge retaining wall structure. This walkway would eliminate the noed for pedestrian crossings at the bridge to^ align, but will rrob:,bly nece;sltute some revision of the Ltate 'c basic bridge deslen. St t- w rued City that some condult:: an- lco,ated near the back edge of curbs, and junction boxes, vaulta, etc. , are also Involved . q City to make formal request to LA It( for ost estimate B.McHenr. figures (required for U'''B 0ust!flc t1-n) . 10. City wil, sutnit letter to S.H. Dept. Indic=ltlnq that pro- Ject timing is critic?1, yard offering to asslSt in any way pos- rlble to si,,:ed ur this timing. (Such 7zrIatanca, however, would nr,fernbly not extend to tle I> int of City taking over adminl- str,ltio,i of pro,yeot) 11. State'F e.-tim^tei 1,�te for bid advertiuc:aent is new January S.H.D. 1973. 12. if necer.rn- y, Clty rou.1 "adv=rce purchase" the illumlna- Houghton ticn equipment, etc. .. 13• Yrobinms exist with the Proposed waterline chance: on this k.01t,en ct of oreepons1b1111yr aDetnilsoof between lir:esfnnde� roDoaedlFt'aFndone ment ling ad; :cent to Sri 405 need to be co-on Inated betweon City and CtHte to r^solve ques tions sand Ubtair a definition of Individual responsibilities. Jince-Lee. ~� �� h . 1 / '. +�]� `R� 1�' /Y .iwl ►r� p: ,! T �,. *' .�,.�, `v,;. �, F } . `4c � � �� a �;� _,'^ti ""�•� ��I ��yJ.�:. 1S J I•' " L N'G:l•• .i� ` { :'� J 1 I' � ' 1. � R+� �f'f� `� � {r�.r `,� 1 -. � •' L , �... �.� yY:(1� I:.• k: • it 1'± 4..'.* , t _. '��'A �: i'., .',J �..: '" �,�'# 1`� j't n '� r y+ bb :` �� `, � �: � , ' J ' _� ! M `��� 1 I is t 4 �•a ` -1- / � � .�' j /j � `-;, �}� +► � Fmk* + ' � ` i V � i "• -.-ems It ! -- ` Q4 It � rq o n rn Ir Al m . . 1 ,4 t_ t�` I >, 3�•. � .�., gym_ - af40 ._� = "�..... r � I.AK[ WAnHIWOTON ''1 ! BLVD. E + yf1 4T TNv \\� RE I*" N SCMOOt. � R � 2 � DISTItlCT 3 �1r ;i v M �MC1.401 RR 0 �,`� R E N TO N LOCATION OF HEARING _ w j " N w 1 - END OF PROJECT I \ $P 9;00 \ /Q O PEDINNIND OF PROJECT-7 1 CEDAR + i /M4PLE-HOOD Gou COURSC tO M,PJE it, s,.r lR ♦OS ml LKW600 N I M S R 1 6 9 n � VICINITY MAP MAPLEWOOD GOLF COURSE TO 5R 403 IN RENTON KING COUNTY ti F, Mdp1,t.n=d Go1 . Course to SP 405 in Rcaton Desicin Bearing, L- 359', December 17, 1970 gage Two personally, they may be concerned with its effect on the environment and '.he future development of this area or they may a concerne�. is an rfficial cdpac' y. If you have a concern, we world appreciate re- ceiving any commc—s or suggeRtions you may ha% relatinc_ to this proposed facility, rior to the hearing. Should you have any questions, or wish additional informatin❑ conc•srning this project, please contact our. Public Information of 6431 Corson Avenue South, Seattle, Washington 9810F. The telephone number is RO 2-3000, extension 228 and 229 In addition, representatives of the Department of Highways will be available from l2100 P.M. :o 3:00 Y.M. on January 7, 1971, in the Board Rocm of the Administrative Offices of Renton S^hool D-, ,rict No. 403 to informally answer questions. Very truly yours, W.C. BOGART.- P.E. District Engineer A Bys A.D. ANDREAS, P.E. District Location Engineer RDS/db i : p..iFL J F_V „ •sow C P �, WASHINGION STATE. HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS OFF119 01 GIl TMICT fM40M911 DISTRICT NO. I 643' C-NSOM AVfMU[ SOUTH S£ATIL_ SSImS , December 17, 1970 City of Renton 200 Mill Street South Renton, Washington 98055 CS 1734 SR 159 1 Maplewno9 Gaff nurse to SR 405 in Renton Lesign Hearing L-355.' Eient lemen z A Design Public Hearing for te.e eubjeut project has been scheduled for 10:00 A.M. , January 14, 1971. in the Board Room of the Administrative office of Renton School District No. 403, 435 thin Avenue South, Renton, Washington 98055. We have enclosed a vicinity map showing the general location. The con-templated improvement would provide a fo,:-, lane roadway with a left-turn f lane in the middle of the highway tbrolrghou^ the major portion of the { proiect. It is anticipated this will relieve traffic congestion now being experienced -3n the two-lane highway, as well as improve safety characteristics. As you may be ;aware, topographical features of the area are such that the number of locations available for highway align- ments are severely limited. We have had considerable L3ntdCt with the Uanbington State Department of Fisheries becaure they are vitally concerned an to what effect any construction in the area may have on the movement of fish in the Cede: 14-er. our uus:,- :K.°'T•;+.Pt ha • te, their comments and recommendations into consideration so that the fishery resources of the Cedar River are not adversely affected. knother mc7or factor conoidered in the development of this it rcvemen� was the effect the new facility would have or, the surroiuidin9 ...firoraonnt We recognize that many groups, agencies, and private pi -ties 'h.-vr ar interest in the design of a highway mprovrment. It may affect .hey- , � 1 CITY ENGINI EFt'E9 CtF'P ICId wL RF,N7 Oi':, WA9 T FIINGgD7 o rp i MOMICNAL •UILOIMO, RUNT M. MApOMOs OM 11y IANMM LNp OkI. LO % OII baiGL�1 ..muary 12, 1 , eytv., y!reay De„arttri::I. Gistzi a 41 I G431. •rat_•lc, :inshu3tv.:�. 9Le 70 �{{{ .ittentton: A. D. lldzeas, P.... D£Str'Ut l.eCatiO❑ enyinecr R•=: C.' . 1734 (i:R 169; i:i.:le Hood (;oll ,:,;ur_„ to d.a. 405 tt�:jnway Doparttmnt Cunsczuction Project 'entle�.cr.: Prt c •.o You A gn heazinq of January 14, 1J7l, we woui.d 1,,e to advis,. you of ^rrtrin itez., relative to the crater and sew-•r facilities in the arub, "r "u" are two m.,s, on-e s„owinq the Pxl :tin+, and prcoo=ed wdicr maim, and fie o6,I�r the existing City of 11rl,ton sewer ma;na In the 'R 1C) fro7nct Sr,_a Pil, oxistinq :9etro trunk is also in the vic_nity and ;;}could to eh^_cked dur_ny the detail rsd design of the pioject. 17,e wd. retain is a doad • nd r.l.n and must n,-,,t sn urvi co at _11 tr: . Line sul,pli•: water to the• ;lal,l e^.,d .Tree and tn_.te jrin too means of .-„te rn�. . connection. Fenton Fire Ix:partment -o7uirer, water for „yclrnnt fa;i1 r in tl:- vi r;rri+ at Imes as well a; maintaining line for .:u..•re;,•uey tr, f_ic reo• emer9en:ins in tue vicinit;. We to bust year cie sign cnnr Iee�_y confer with r,ur t : 'f o•I *. •_ It ,_..t , ;r .)u<;tn.•nt of all wat•>r and/o, Fez ficrlitl,.I in t!., - nit. rr, I the design cf tie hro-p>ct. ThwA you for your asaistrncr. 'ie. to, ,lie:>, BBMCem) &Tat ii. dodonr, , F.L. ls.nintant City EnSineer 14 t Fonald 1,. gluen, Utility__ Lnylt.c�c �, .....,run.. 4 p i 3 : pF Rg,t# ti a tJ 410 ►�- c.,-1. 1' CITY ENGINEER'S OFFIC;I: HEN1'(;N. WA9NING'I'6N Vk*'* G MDNIII•N'.. •IlILDING, IDINTON, WAIVNINOTON 1MIf NNN f Y • ,NI, 4nf• NNT. p r" -i.7uarl 12, ..'171 ....:Lila.L . 6431 L, r—,o:: ,at ue . . Seattle, Ivashington Attention: A. D. Andreas, P.1.. District Location Engin,:cr -. C.S. 1734 (.,R 169) !;aple Wood Golf Course to .R. 405 Fighwur} D,.partxant 7(,nstruction Project Genti..,wn: Prior to your design hearina of January 14, lg71, we would lik-. to advi.. you of certain items relative to the water and sewer facilities in the area. Enclosed are two maps, one showing the ex1Lti.rg and proposed water mains and the other the existing City of Renton sewer maim in the GR 169 project area. An existing 'setro trunx is also in th vicinity and should be checked during the drtailed design of the project. The watemain is a dean end rain and must :xs kept in service at all times. This line supplies water to the Maplewood area and there are no means of .alternate ! connection. The Perton Fire Department requires water for nydrant faciliti.s in the vicinity at all times as well as maintaining a line for emergency traffic in case of ir: ur resauu emergencies in the vicinity. We •cgue:tt your "igr. engineers confer with our staff on the relocation ,:ndi' adjustment of 1 water and/or sewer facilities in the vicinity prior to finalizing the design of we pro,act. ' Thank you for your as,istence. very truly yours, BHMc:mj B rt If. McHenry, P.S. Assistant City Engineer BY Ronald L. oisen, Utility ginexr" t i S • T— Y, .'al�yy M/� fir. ♦r` YM.I II'..AY.: .jrh I�r � j■{��< �� J T.I•n 9 fhl._ , r.7.r � r.r �1�y.+' 4 r r+. .n. �•Y.JI� WWGIr I �� 'IY'IYY. 11r6I. r Ii Y p • �. . . ► '. 'a � L' � c t t r I a r� ` r h "�!'T ., 1 n Sul, - j�•.. 1 �1�.... IV aP a� Y . • n VA sm iv 14, i ` ter ' � . •�� ,� � r• Xy �` t .ww. IL ma `+ a irr. •r --0 sa _—J ' /l_` / \ RENTON CITY LIV.lT=, - / r' 6i7 a 9' _a fi.�'s `_.. ,, y.�► i t i s \ �� ,. \ � 7�\•�Y � -. - �. � Zj'� ' /�a�',s ist - t i - ' '� wla;r b r�. \ � � ' �. � 1 � �� C�T-I S'O QM `� � a ';iI\ � " J •,.4,w • �� ��-may-- ----------------- �\ � 7'a\ � �• , ILi a C' Of RFC.. UJ- >d (r n CITY ENGINEER'S OFFICE RENTO\, WASIIINGTON YUMKIMr •OILOIMG, kINTOM. WASMIMGTO S j • YIM� W=4 9". q +or M l �)rUtl Dl O T 1 12. 1971 � WaShi'�gb.' pts;� :ia gh>;a; per -r*went I District 9: i 6431 Cor3o.. 3wa :e S. Seattle, Wa,hingt-n i51 .S Attentiun: A. L. Andreas, F.E. District Location 6ng:,eeor ke: C._. ,1734 S? 169, :taple ;:,od .701f C:.r>> tc _.d. 405 :rigi,,.ar De_ar'_.2- .t ccr,$tructio❑ 11 Gentlemen: Prior W you !-earing of 'ar.aery 14, 1371, we aculd lake to advi; you of certain iten; re:.at,ve to the ' iter an9 se""r 'acr l:ti es in C:e area. Enclosed are two rats, one show mg the existing and { the other L:e ex_sung City c2 F*nton a . __ lain, in C:e SP j existing Metro trcr_< __Q alao in the vl_ir_t_ ;r' - . •.:1d t� - design of tie irc e-t. y -_. . . . . . - . The watea•..n is a dea3 a^d rain anal ^u;r b. ;.r. t in service at ail _- ... ;hr- line eartl!ea aatzr to the mac1_w: d 1-c , a.nd ,r_, . ,cnnertica. `.. at 41i 1. c . a . <int, r 4 n, a r ., We foo; ast ;.cur '_:. ;i•-: en;.^e, r -,.>-.f�_- w ^ • staff on ..a or de ent all woe=r _mod,"nr the t'.Se d�'rti c^. 'I ti,2 :.rn••• _. •_ 'tank I )u f-r you[ s.;sl":tar,. 7e r}° truly y., rrs, Bert -4. mctie)ry, STATE OF VfASHIf iON DANIEL J. EVANS. r.ovt .Nop r WAZININGTQN STATE Hir,14WAY tOMPAISS171NI DEPARTMENT OF HIGAVAYS ♦ arric. *r 915Tn6T PNCp[Ip DISTRICT NO, r 6431 CGpiON AV[NU[ SOUTH 97A'TTIZ 9e105 1 Augu:t 19, 1971 City of Renton City Hall Renton, Washington 98055 Attertlor: Mr. Ron Olson CS 1734 SK 169 Map;c+;ood to SR 405 Cylinecr Pile Gent 1 era.-n: Attached for your infora:ction and file rrc,,rd is a reproducible. bridgo layout plan for the above-doted structure. Please contact this office should th:re be any rvstlone regarding this structure. Very truly yours, n W. C. D06ART, P. E. District Engineer . . 14ERKOWITZ triet utility Engineer T3A:ea Attachment cc. Mr. 8+ ntle/ t Mr. <4RIns R4z at , �V- t Mr. Ron Olson City of Renton Maplewood to SR 405 Utility Coordination aeating L-3597 September 3, 1971 Page 4 their requircronts for crooning tha road free the north to thy: 3ou':h side. Specific requirements will be worked out with Mr. Davis of the Provat Engineer's office. Very truly yours, M.C. BOGART, P.E. District Engineer By: JOHN BEMMIXTZ District Utility Engineer TWdr e MI% Run Olson City Renton Maplew-jod to SR 405 Utility Coordination Meeting L-3597 Septertl,er 3, 1971 Page 3 mn.'.ti-party agreement, the State will a ite n agr_errent with the City of Roston, end perform the trenching in the Stage's contract. The trenching 011-1 be uccomplishod on the right or , arth shoulaor area •,tnd the cost of wiry trench will be the expense of Renton. Renton will work out their ro:Jmburs :ment with the vari:�us utility co rsn' •s. Tne common utility ccmxidor will include power, telephone, , d,le TV and the illumination con- d,x ' crr . The Citv of Renter. w..li reimtuz : a State for the illumination as e•.ill be providsd in a propcsed agree*m !L. Bloom of Washington Natural Gac state,-' his conoany was not affected 3n this project as their line ends at Stoneway. Puget Sound Power & Light nre;ently exists on the south side of the roadway, Mr. Wilson stated that they w.:ll move underground and into the trench when it becc.nes available for occu;-ancy. Their overhead lines on the south side will be immediately removed upon energiz-_ng of the underground facility to allow the contractor to perfot-.a the work on the south ride of the roadway. Mr. Wilson stated thit du- to union ajreements, Puget Sound Power & Light will lav their own conduit in the trench. Clearaiew Cable T.V. presently occupies Puget Sound Power � Light'y power poles. Mr. Twiner stated they will relocate into the trench prior to Puget Sound Dower & Light wrecking their existing overhead plant. Mr. Twinc , indicated they will lay their conduit. Pacific Northwest Boll presently exists overhear? and undergroune through the Project limits. Any evernead plant evicting on the north ride of t%e roadway will require temperary re'ocaticn to Puget Sound Power & Light poles. The existing underrro+md facilit- is concrete encasod and w' 11 be left u.ndcr the roadway unless it is in •ls�cal conflict with the road construction. t1r. Mahnkey indicated Pa. i::ic Northwest Bell probably will desire: to locate conduit in the trench ;or o,er^nt or fu*ure uea. Mr. Hibb..rd was informed that .o con`_liets would b^ -ed with Metro's sewer main unless it i:, in the vicinity of 4ridrje. Corres- pondence with the Bridge Departm,nt will be m..de ro z ,1 construc- tion metnods invo3ved in th^ bri.c,ge end to deterinir.e ;sisal conflict may be expected. The utility companies that will oc^upy t} - cortron tcrn-_, .411 Nc•:erninc.