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WTR2700254
STERNCO INDUSTRIAL PARK W,,=2,54 TS-03 PIPTHC YATEAIALS, VALVFS, AND FITTINGS, ETC. (Cont.) e. Stetl1 Caeir,« Pioe (cunt.) this document. The casing shall be 1u" dimneter steel. f. Fire Hydrants • Fire hydrants shall be Corey Type conforming to AWWA C-502-64 with a 6" inlet and a minimum M.V.O. of 5", Two 2 1/2" hose nozzles with National Standard 7 1/7 thzeadm pot inch and one 4" pumper nozzle with the new Seattle Pattern 6 threads per in.:t,, 1 1/4" pentagon operating nut and opening by turning counter clockwis" illft). Hydrants shall be cvnstructed with mechanical joint econections unless otherwise specified ,n bid p:uposal description. Fire hydrants shall be of Traffic Type and provisiun shall be made for drainage i of barrel to protect units from frosting. Fire hydrants shall be such length as to be suitable for installation with connections to piping in trenches 4'6" deep unless otherwise specified. Fire hydrants shall be IUWA or approved equal. Approval must be obtained prior to bid opening. g. Ai:-Vacuum Aejjqz valve i The contractor shall install an air-vacum valve assembly as shown in the attached City of Penton Specification. The v wuum valve shall be an APCO 0144 or equal. y^S-44_ EXISTING OTILITISE If, in the prosecution of th^ work, it becmea necessary to interrupt existilu' surface drainage, sewers, undordraa..a, conduit, utilities, or similar under- ground structures, or parts thereof, the contractor shall be responsible for, and shall take all necessary precautions, to protect and provide temporary services for mess. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction o/ the engineer. CIEAAING AHD BTRI PPING a. General Mhenevor the construction crosses grassed, turfed, sodded or landsca)ed areas, the sod and topsoil stall be stripped and stockpiled separately from the rest of the exeavatyd material, and shall be salvaged for re-use to restore the area to its original condition. All plants, trees, shrubs and otlar planting in landscaped areas shall be salvaged or replaced. t It shall be the contractor's responsibility to contact ach owner so afffected, prior +o commencement of construction operations affect ng that owner, and make arrangements for the satisfactory protsct.on and restoi.tion of the items to be resove- or otherwise. disturbed. TL�D'1_. PIPING 14ATLHiiLS VALVES AND F'Z TINCS cmr a• General (coot.) All pipe, valves, fittings, and specials shall be for water working pressure as described in the following ■peciticationg And Plans and shall conform to the requirements of the applicable sections of the A.P.W.A. Standard Specifioations, Y modified herein. A b. Dcctilt Iron Pins • • Ductile Iron Pips shall conform to ANSI S1ecification A21.51-1965 (ANNA C151-65) Grade 60-42-10. Ductile Iron Pipe shall be cement linos and sealed 4n accordance with ANSI Specification A21.4-19 (AWWA C104-71), 4" through 12" pipe shall be 1/16" Cwmc- : lined and 14" through 24" pipe shall b.. 3/32" cement lined. The pipe joints shall conform to ASA Specification A21.11-1364 (AWWA C111-64). Pipe joints shall be rubber gaskuted Pugh-On and/or Mechanical as required by the bid proposal des :iption. Pipe thickness class .:hall be a required by the aid proposal description. c. Pino F+ tiru�s Cast iron pipe fittings 4" through 12" shall be Class 250, As per ANSI Specification A21.10-191 (AWWA C110-71) . Cast iron pipe fittings 14" through 24" shall be Class 150 and Class 250, as yer ANSI Specification A21.10-1971 (AWWA C110-71). The class of fittings are B, described on the plan drawings. 4 Ductile iron fittings may be used in lieu of cast iron Class 210 itttings. Mechanical Joint fittings shall bt as per ANSI Specification A21.11-1964 (ANNA C111-64) . Flange joints shall be as Per ANSI Specification A21.30-1971 (ANNA C110-71) And shall be in accordance with ANSI 816.1, with 125 mound drilling pattern. d. Gate valves Gate valves shall be cast iron body, non-rising star., full bronze mounted with double disc gates. All valves shall be designed for a minimum water operating pressure of two hundred (200) poundo per square inch and shall confowu to ANNA Specification C-500-61 and any subsequent modification thereof. Each valve Shall be "0" ring type, provided with a standard square operating nut, and shall Open by turning counter clockwise (left) . The valves shall be ICWA List 14, or Mueller A-2380. e. steel CAN na pipe The steel oasing pipe anall :onform to the railroad specifications as bound in SPECIAL TECMNICAI HOVISIONS T5-01 eLWML "TATEMENT These Special Technical Provisions :e devoted to feature on-the-site conditions whic'. are peculiar to the facilities to be Constructed for W-]St Sternco Industrial Park. Y s Articles, materials, operations, or m"r;woe mentioned herein or indicated on + ■ the drawings as being requirwxi for the project stall be provided by the corn ' if tractor, and he shall provide each item ment0ned or indicated and perform according to the conditions stated in each operation prescribed, end providm therefor all necessary labor, equipment an,l incidentals necessary to make ah �:�`' compinte and operable installation. J { „ ALL mpt her bean made in these specifications or plans to "rgr,-7ar.re work covered by any trade or subcontract under one specification. Such segregation and establishment of subcontract limits will be solely .. matter of specific agre®ert between each contractor and his subcontractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, theme specifi- cations. The contractor and subcontractor in each case is warnud that work included in any subcontract may be divided between several general specifica- tions, and that each general specification or sub-head of the technical specifications say include work covered by two or more subcontr&rte or work in excess of any ons subcontract. DAR ,SPECIPICATI ONS 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 the Washington State Chapter, American Public. Works Association, and in accordance with the requirements of the City of Renton, except as otherwise emended, modified, or specified in these Special Technical Provisions. Items of work not specifically covered in these Special Technical Provisions shall be performed in accordance with the requirements specified in the A.P.W.A. Standard Specifications, and in accordance with the City of Renton requirements. Tfw-C3 pIpJy MATERIALS, VALVES TI , AND.Z}7NjLb ETC. a. General All pine miss* as shown or, the drawings, and as specified herein, are in reference to "nce"nal" diameter, unless otherwise indicated° one type of pipe as indicated below will be considered tar this project. All pipe shall be fabricated to fit the plan shown on the drawings. One type of pipe shall be used throughout the entire project except as necessary to match existing piping or as otherwise specified by the Engineer. where relocation of or replacement of existing piping is necessary during construction, materiala l of the Engineer. V used shall match tY,e existing, subject to the approve r . o . +iYMIiYYNfn"r.Wbi+ TYr' WATERNAIN INSTALLATION FOR STERNCO INDUSTRIAL PARK W-254 [ :ar I F r7�,v .' f, ._ - . 1 � t i 1 1 � - � , (J 1 r _ s • . _ a t P n a'n a ) 7 X I. �1 � i a..r��` r ri Inc' '•£i"`d. ` ' ";G a i*<•���' ': ' f ' i i I ��� �xk�: m'�� , :q`4 �' �'. 9 V. 4 �* FC '{,`� Y L( � !`l /^\ W J Y :... LYe3 `,�}_�.; #.J �` yyT�,��1 S:LR��h'evY f� �'.. i» .ro' i . ' S ;, ■ 4 TS-12 MEASUREMENT A4D PAYMENT (Clint.) e. Furnishing and installation of Fire hydrant Fire hydrant assemblies shall be measured and paid for at the applicable unit price per eac:,, in place, complete, which shall constitute full com"neation for tes, valve, valve box, spool, fire hydrant, shackling, installation of blockiny, bracing, drains, fittings, and all other necessary accessories for a complete installation. I f. in%rnish and Install Fire Hydrant Guard Posts Furnishins and installation of fire hydrant guard posts shall be incidental m to the contract. • q. Furnish and Install Fittings x Furnishing and installation of fittings shall be incidental to the contract. h. Furnishing and Installation oe Concrete Sloe:kr_—. • Car-rate blocking shall be measured and paid for at the applicable contract price, per cua.c yard, payment of which shall constitute full compensation for furnishii.q the material 4n place, complete. i. Furnishing and Installation of Select french backfill j Select backfill shall be measured and paid for at the applicable contract price, per ton, payment of which shall constitute full compensation for furnishing and installing the material, in place, compleca. J. Furnish and Install Cruahod Pock Surfacing Material • ? Furnishing and instillation of crushed rock surfacing material shall be incidental to t',e contract. k. Furniah and Install Air-Vacuum Relief valve Furnishing and installation of an air-vacuum relief valve shall be incidental • to the contract. r TS-10 DISINFECTIod Disinfection of the new water System xhall be required prior to completion of • the project and shall be in accordance with A.W.W.A. Specification C601-54 and Section 74 of the A.➢.W.A. Scandard Specifications and shall moat the accaptanca of the State of Washington Department of Health. The initial concentration of chlorine in the line shall be 50 parts per million and this solution shall be held for a period of 24 hours. Disinfection of the entire weer system installed jr disturbed under this contract, including pipe, pipe fitt..ngs, valves and • appurtenances, is required to conform with the specifications stated herein. TS-11 CLEASNP During the time that the work tz in progress, the contractor shall made ovary • effort to maintain the site i.. a neat and orderly condition. All refuse, • broken pipe, excess excavates' material, broken pavement, eta., shall be removed i as soon as practicable. Should the work not be maintained in a satisfactory $ condition, the engineer may cause the work to stop until the "clean-up" portion of the work has been donli to the satisfaction of the wawr and/or engineer. TS-12 kEASUAEkENf AND PAYMENT • a. General � a, _.. .. Unit or lump sum bid price for all items shall include all cost for labor, l equipment, material, testing, relocation and modifications to existing atlliti l and all incidencals necessary to made the installation complete and operable. S f b. Furnishing and Installation of Water pipe The price par linear foot for furnishing and install:nq of water pipe, sire and quantity listed in the b.d schedule, shall constitute full c®pens .1 for the water line, in place, complete, including: aqueous corssing, clearing, grubbing, stripping, all pavement removal, excavation, trenching, backfill, foundation preparation, compaction, pipe, pipe laying and jointing; fitting f installations, pipe blocking and bracing, shooting, shoring, and dowaten all surface restoration excluding crushed rock resurfacing, concrete and asphaltic concrete resurfacing; fittings; removal of existing piping) connections to existing piping. r c. FurOdahirA end Installation of Cueing pipe The price per linear foot for furnishing and installing of casing pipe, six* and quantity listed in the bid schedule, shall constitute full compensation for the casing pipe, place, complete, including) excavation) trenching; baokfill) foundation preparation; compaction) pipe, jointing; pipe blocking, bracinv and capping; shooting, shoring, and dawatering) and all incidental work r..cessary. d. Furnishing and Installation of Gate_e Valves 12" gate valve assembliss shall be measured and paid for at the applicable unit price per each, In place, complete, which shall constitute full com- ponsation for valve, bypass valve, con:, vault, and cons. valve marker and B" pate valve assemblies, valve, valve box with extensions if ne^eer.ry, and cons. valve marker) and all other necessary saceSsori s for a complete Installation. TS-08 RESTORATICH OF SURFACES (Cont.) d. Crushed Pock. Surfacing (Cont.) Materials and placing shall be in accordance with the applicable provisions of Section 23, A.P.W.A. Standard Specifications except as modified herein. Ballast and maintonancu rock will not be required. Crushed rock surfacing shall in all respects most the requirements Set forth in Section 23-2.01, A.P.W.A. Standard Specifications, except the crushed material shall suet the following gradation, U.S. Standard Sieve Sire i by Wt. Passing • 1-1/2" square opening 100% • 1" square opening 70-95% 1/4" square opening 35-70% #200 10% max. Water shall be adder during rolling operations as nsceesnry to secure required compaction. 1 The crushed rock may b, spread in one layer and shall be adequately bladed and nixed to obtain even distribution of the rock. Alternate blading and rolling shall continue until the required finish surface and density is obtained. The crushed rock shall be compacted to at least 100 percent maxi- mum dry density at optimum moisturh content. Water shall be added as necessary during bladinq and rolling operations to obtain the required compaction. TS-09 TESTING a. General Hydrostatic pressure and lockage tests on the new pipeline shall be made in 4 accordance with applicable provisions of A.W.W.A. C600-54T or C603-647 and Section 74 o! the A.P.W.A. Standard Specifications, except as modified heroin. All equipment necessary to made the testa shall a furnished by the contractor and, the contractor shall conduct all tests under the supervision of the engineer. b. Pressure 'root Prior to acceptance of the System, the installation shall be subjected to a hydrostatic pressure test of 300 psi, and any leads or imperfections developing under said pressure Shall bs remedied by the contractor oefore final acceptance of the system. The contractor shall provide all necessary equipment and shall perform all work connected with the testa and conduct said toots in the presence of a Utilities Department Inspector. Insofar as practical, testa shall be made with pipo joints, fittings an3 velves exposed for inspection. c. Leakage Toots_ toaksgs testa may be required after the pressure toot has been satisfactorily completed on the now pipeline or concurrently with the preasuro rust. The hydrostatic pressure for the leakage test Shall be equal to 100 psi . K e Ts-07 PIPE INSTALIJ1TIOti icont.) 1. casiny_ol waterma/n Under Railroad Tracks The waterwain casing under the railroad tracks shall be installed in an open cut manner. The cost for said track removal will he born by the contractor and should be inclwiad in bid estimate. The contractor shall coordinate such track removal, with the aternoff Company. The contractor shall also conform to all Specifications am called out In the Railroad croo.ing specifications whicli are bound in this document. J. Aqueous Crowing S ■ Installation of the ester main orow.tnq cl the drain Age channel shall conform ` to the Specifications of the sir.narlss and Gase Department as bound in this document. ( TS-08 RES'rORATIcp Oi SURFACES a. General ON, 1 — 4 )bads, stree,.:., driveways, shoulders and all other surfaced areas, resoved, broken, caved, settled or otherwise damaged due to installation of the improvements oovsrsd by this COntraat shell be repaired and resurfaced :o match the existing paysmant or landscaped seas as set forth in these speci- fications. The ends and edges of the patched and resurfaced areas shall swot and match the existing surface and grade, and shall terminate ii. neat, even lines p .13e1 to, and of right angles to the roadway. No piece-seal patching or repair will be allowed. Damaged, disturbed or otherwise affected areas me defined shall have edges of existing pavement trimmed back to provide clean, solid vertical laces, free from loose material. b. Areas to be Resurfaced (1) Existing asphaltic concrete surfaces shall be patched with asphaltic concrete over a crushed rook base courou. (3) Existing shoulders and existing gravel surface .Hall be repaired with crushed rock surfacing. (3) Existing portlanl cement concrete surfaces shall be repaired with Portland cavnt conorste to match the existing. C. Private Driveways Private drivewyx, walks, and other surfaced areas shall be repaired, patched mnd resurfaced as required for the type of surisoing encountered. d. Crushed Rock Surfacing Dxlsting shoulders, and existing gravel surfaces shall Le resurfaced with crushed rock so that a minimum finished thickness of 4 inches is obtained. The finished surface shall match the slope, crown and grade of the existing surface. v TS-07 NIPS SNSTkI_LAT10N (font,) i i, Caring of Nat�rmain Under iuilzoad Tncke The watermain casznq under tb.e railroad tracka shall be installed in an open cut manor. TLe cost for said track removal will be born by the contracts arA should be included in bid estimate. The contractor shall. coordinate such izack removal, with the Sternoff Com,any. The contractor shall also conform W all specifications as called oat in the RA,lroad azo@sinq Specifications which are bound in this document. ]. Agusoua Cro�ainq Installaklon of the water main crossing of the drainage channAl shall conform to the specificatiuns or the risherios end Gam@ Lspartment as bound in this G document. TS-o® RPETONATION of —suing-9 1 •. General � ( Roads, streets, drivways, shoulders and all other surfaced areas, removed, �. broken, caved, settled or othsrwiw damaged due to installation of the r iapruvesernts covered by s contract indr to eapod are& &apgoteforth in those espaci- F march the &Xirting prvmment or fications. The ands and elgea of the patched and resurfaced areas shall meet and match the existing surface end grads, and shall terminate it neat, even lines Parallel to, and at right angles to the roadway. No piece-Msal patching or repair will be allowe3• Damaged, disturbed or otnerwiw atfectsd areas as defined shall have "gas of existing pavement trimmed beak to provide Olson, solid vertical faces, free from loons matsrial t. Ar-as to �1 Raaur!-st! (1) lxisting asphaltic concrate AurfaC—G shall b* yatched with asphaltic concrete over a zrush�ro k base "ours*- (Z) txietin9 ahoulderi rn1 *xiatina gravel surfa__as *hall be repaired with crushed rock *urfacinnq. (3) txtetitng partlsnd cement concrete surfaces shall be repaired with yortland cement conci to Match the existing. -�V C. Private Dzivwayi private drivway$, walk*, and other surfaced areas @hall be repaired, Patched aid resurfaced as required tot the type of surfacing ancountered. d. Cr�_rhed NOCk �faSim Yxi*tlny shoulders, and existing gravel surfaces atoll 6* resurfaced with crushed rock so that a VIA," finished thAcknneas of 0 inch*$ in obtained. The finished surface Shall Match the slope, crown and gzade of the existing "a face. `I TS-07 pipt INSTMI ATIUJ Cont.) e. Valves and `/alve Chamber Valve installation shall be in accordance with Section 75 of the A.p.W.A. Standard Specifications except as modifted herein. 6" and 8" Gate Valves shall include an 6" x 26" cist iron gate valve bca ar4 extensions if required by the City tngineer. The 12" gate valve assembly "hall Lncluda, 12" Gate Valve (NJ x NJ) , 2" Pypass Valve Assembly, and a precast concrete vault. The City of Pmntun Standu, Detail for "Precut 12" Gets Valve Chamber" and 1" nypass assembly are bound in these specifications. Valve chambers shall be in accordance with Section 76 of the A.P.W.A. Sta:dard Specifications *xcept as modified by details bound in these specifications. All valves shall have concrete valve aAriurn with distances clearly marked ( as required by the Enginaar. 3 f, lire Hydrant Aamemblies t yire Hydrant Assembly installation shall be in accordance with :section 77 of the A.P.N.A. Standard Spscif"Ations. The i!ire Hydrant Aaacmbly Mall iscludm, 12" x 6" C.I. Tom (NJ x M) , 1 6" rate Valve (rL x 101, 6" C.I. Spool (pE x pL) , 5" NVo fire Ilydrant (NJ Connection) , 8" x 26" C.I. Gat* Valve Sox, and 3/4" Shackle sod with tl axassor iss, and hydrant extsasion where called for by Eny•:teer. ! fire hydrant guard post shall be instoll.*d wham desmed necessary by the Enginaer, and/or shown on the construction plans. :he City of Penton "ten- dard Detail for hydrant assembly And hydrant guard pots is bound in thew specifications. q. Connection to Exit)na arvi Structure" Cones^bons to existing i1DUW " tie-ins re indicated on the drawings. Tnm contractor must verify all existing piping, dimensions and elevat hna to assure proper fit. The contractor shall s"a all conn�utns and tie-ins mntr&cu under tthe direction Of the city of Penton Utilities Depar so provide Any spmciall required to MAU a satisfactory connection. The contractor the tiOn Of all t nano u durfrg omstruuction, " shallD e takeCar@ not to dadamagenthemPiping and appurtteir protective coatings or impair the operation of the exiting systvu in any way. h, C _ oncrte blocking, ion General oonnr*tm thrust blocking shall ha in acnordarws with nton star and of Section 7d, A.F.W.A. Standard epacificationa. The City at p*nton standard epmciflcations• Detail for general blocking is bound in those y t � !!' Ts'D7 PIFB INST� AtJ.ATI�I general r Pipe installation shall ba in accordanc J Standard Spacitications, except as ;. a with Sactlon 74 of the A.P.M.A. � All burled 01od1lSed hero Lx.. 1!'t that the bolt shall be laid upon Pre 1n as specified in ectio quadrant CN 1E V T PPort'd Pdred foundatOr ion itain9 materiel so width average depth over > DDING AND IJACNP entire length ll 1, At the end o be h gnstar than )5" unless�ui 1 srJndic ins e 5, and the trench S main be working day, it she quire it. Plugged, the trench backtilled, c where ^eeessar 11 be regal red that acted, aI and f the • ; b• t.avin axW Jointin and yraPared for traffic or • Ductile or cast iron to assure del[v Pip. and •ecssaozis cars shall try to the trench in s shall be handled i be taken not to injure the PIP and ^ such a manner as Pipe itnlA9 and Particular Cutting of pips Dh►1 be done Lng end coating type mechanical cutter without • neat, workmanlik g• Sn JLnti damage to the piye • manner with an •➢Droved °g shall be aco { [ions. umplishad in C. Winds accordance with msnufacturo"d rec `&W_Curves olmNnda_ '• - Deflection sontal curves d atraiyht line recommend an4 offset shall grade, do required b *,go*a by the pipe ma+lufac�t sseaad the maximum Y vertical curves, hozi- shorter lsnh9 m•+�ixcUs reccsspndeC ar' It th+ altlnment er lection per joint as limits 9ths of DiPe shall , • eci bends equi re deflection set forth. b• used to Provide anqular fdeflectio,44 i Within in d• S.aclal Anchor in the All free ends, bands, tees, _ Cret erals a�Pour�ust b Uataly cck4 t� rodos�nd to Prevent movemj change nt In directionracoon of plpin4 shall o against undisturbed r join harnesses. thrust by use hang•• In direction of Concrets thrust bl of con- dlrection, to • Piping' ound iti hlocka shall be ocks must side of the bsnd�thallat least thr.e [nten, all joints at bs�Pir oil at all ssPsratlon of the be PrDVided with bsYond the gsnt changed in D114had joint under f • Positive lock Point on either the re 0 and . The Jo,1,1n, Prevent t the la tsshali evice to fbs rdrt he ptDet has Joint bar xouined,I�uilgntd to the Prior approvw of eYP„nsion an to d ntractlonevent billtY Co sallow for goms rater-ti caused byby not 8, 'mas/ vibrati i EI=QG TP6WCM EXCAVATION. BEDDING 1NL) BACk£Il.t(c2ne_a d. Trench backfill and racnartinr, (cent..) (3) Subpeguant saokfill shall be the remainder of the trench backfill, above the initial backfill, and shall be carried to elevations such as to receive the p«oper depth of surfacing materials, as applicable. .� Imvr(wed Areasr All subsequent backfill under street and shoulder trees shall b,r placed in lifts not exceeding 8 inches in loose depth, and own lift compacted to at least 95 percent of maximum dry density at optimum moisture content as determined by ASTM Designation D698-SST, Method D. In-plane dens.ity iterNtnation ohall be made it, arcordanre with AST% Deslgnz,tion 0 0155b-SST, except as otherwise approved by the engineer. pnjyoroved Are&s shall be all areas in the natural state or ott.arwise ' umlevnlopeed, where slight subsequent settlement of the backfill can be toler- ated, and shall include wooded and turfed areas, pasture land, rnd all other `f areas in a wooded or undovelopec state not adjacent to existing structures. Whatever the pips line passes throwh unimproved areas, the subsequent back- Ill., shall be deposited in lifts of approximat[.ly 12 inches loose depth, and each lilt shall be compacted by a method aeccptable to the eng,neur t., a density such as to minimise subsequent settlemunt. Whore ruhsegvent settle- w nt is Antic'pated, the backfill may be mounded over to compensate for the asttlemar,t. Trenches over which excessive settlement dose oc.:ur shall be re- graded and restored to meet natural grade. (4) gAr No separate or extra payment of any kind will be made for compaction, wettiny, drying, water, or processing of materials, but shall be included in the applicable unit price paid for the wacarline in place, complete. p.,y,' �yaneh BackLill Select trench backfill for the pipe shall consist of crushed or naturally occurring granular material from sources selected by the Contractor. The source and quality of the material shall be subject to approval by the Sng! "or. Select trench backfill shall most requirements for bank run gravel Claso "9" as cutlined in Sec. 26-2.01 of the Standard Specifications. 'h+e horlaantal limits for measuring select trench backfill In place stall W the aids of the excavation except no payment will be made for material re- piwed outside of vertical plane&, 1.0 test outside of and parallel to the barrel of the pipe and not the bell or collar. 4 Any excavation in excess of the above requirements shall be replaced with the native material ex fo�oct trench backfill, as directed by the engineer and at tt.a Contrsctor's expense. The price per ton shall be full compenmation for selectihq the source, tur- nishing and placing the m+tsrial as outlined in Sectron 26-2.01 of the starslasd specifications. li;". Ts�D6 TRe-NCH EXCAVATI9M,Ni'1„�ING AN6 HAC 1'�LI• (Cgpf,i:_ d, ill a^d Ct�oacti +" (cont.i (3) +ten ckflll shell be the remainder of the trance baekfill, above the inl.tial backfill, and shall be carried to clevatiuu such As to recoive the proper depth of surfacing materials, as applicable. ImOroy*d &j"g All subsequent backfill under street end shoulder "a" shall be placed in lifts not exceadinq s inches in love depth, and each Slit cwpaetad to at least 95 percent. of maximum dry density At nptimin moisture content as dst*smined by AaTH bex i9nation 0690^SdT, Me then D. In-Fla(;s density determination shall be made in rccordance with ASTH Deaiq'.etion . D1556-59T, except as otherwise aPpsovwd by the engineer. yn�arov*d A, eaa shall be all areas in the natural state or otherwise w,CevcloWd, what* alight subsequent settlement of the backfill uao he toyer^ steel, and shall includes wooded And turfed areas, pesture lend, and all other f are" in a wooded or undawlop*d state not adjacent to Aaistinq structures. wherever the pipe Tina passes through vniaproved areas, the subsequent hack- Sill shall he deposited in lift-I of *yproximstsly L inches Dose depth, 'uu1 each lift shall be comieet*d by a method acceptable to the snginwrnt settle density such As to minlmit* subsequent settlement. whets subsequent m*nt 1e antlelpttod, the bsokfill may be p(,unded a»r to cvp*nsato for the settlement. Trenches over which sac*ssive ...ettlw*nt der* occ,.r shall be rr f ( graded ntd restored to meet natvrsl orad*. �. (4) 2&)MAU, No saparete or extra payment cf any kind will be made tot' cempaction, wetting, drying, water, or processing of materials, but shall "ne included in the applicable unit price Paid for the waterline to place, canplete. e• select Tr*nrh Dadjbj„ku Select trench backtill for the pipe shall consist of crushed or naterally occurring granular material from uources selected by the Contractor. The mource end quality of the material shall be subject to approval by the Sngi- near. S*leot trench backfill shall **at requirements for bank run 9ravnl , Class "m" a* outlined in Sac. 26-1.01 of the standard 9pecificAti(su. Thu horisontal limits for measuring es'.eat uMith WmckmfWlforiaterSal r*-Se the aide of the excavation except no paywn mllel to the Placed outside cf vest anes, 1.0 feet collar.tries of and Par barrel of the pipe and not the Any excavation it, excess of the above requirements shall be replac*d with the native material or s*lect trench backfill. as directwl by the LgLnsor and at the Contractor,u exyeriso. The price per ton shall be full cnap*esation for eslecting the +aorta, tur- niabing and placing the material As outlined in Section A-2.01 of the • Stardacd SPecitiaatioas, t. D �-96 TRE'^x'H ?ICCAVATIUN. By.UUING .' ,P&XVILL LCont,l b. �agyation (cant,l to be used as taekfill. All und4itable material shell be wanted an specified. Excavation of every desariptton, classification and of whatever substances encountered within the `imi':c of the project shall be psrformed to the lines and grades necessary for pipe, bedding and structures, and as indicated on the drawings. TenporAry drains one drainage ditches shall be installed to inter- cept or direct surface water which may affect the promotion of condition of the wosk. All excavated materials not meeting the requirement& for bsckfill dbd all excess materials shall be wanted &s specified. r No separate or extra payment of any kind will be mnde for storing, handling, haclim or manipulation of excavated materials. c. Foundation ProasrAUM-MAJs2 dyZllff t Foundation preparation shall be in accordance with the applicable provisioru of 3ection 73, A.P-N.A- Standard specifications, except that the bottom of the trench must be shaped to uniformly support the bottom (Pl,"Irant of the pipe throughout its entire length. In came wrstable or unsuitable existing matacin. is encountered at the trench bottom, the engineer may direct the use of 1•orrw bedding material in accor- dance with bection 73.2.05 of the A-D.N.A. Standard Specifications. Net trench conditions will not necessarily be considered as an indication of unstable conditions. The trench shall be de-wAtered and an irupecticn made by the Engineer to determine the ouitability of the trannh material. All coats for de-watsriry shall be the rcbponxibility of the Contractor. seddlnq material shall be am required for bank Mum Gravel borrow d. Trench AAgLU"_UL',aDMtion (1) �lna&j E:a&YAted materials that are free from mud, muck, organic utter, broken bituminous surfacing, stones larger than 0 inches in dimension, and other debris, shall be used for b&ckfill except where otherwise required. f2) t ttiil ,6a_'kfillr extending to & plane at least. 12 inches along the crown of the pibe shall be hand-PI&aed, selected excavated material free from stones, hard Imps or at-hot Material harmful to the pipe. Initial backfiil #hall be placed around the pipe in Isyerr sac exceedinq eight inch*$ in depth and own layer shall be thoroughly ruepacted by:maahanicAl tempera to At least 93♦ of maximum dry density at optimum moisture content an determined by Eton- deed Proctor Cuspaction Test, ASTN Designation D69"yr, Method D. All works related to the testing of the Compaction, including proctor tests &nd compaction density tests shall be by the Contractor at his expense. Pour (e) Compaction tests be Areas- The !H salaotedl by theen on the Zaginaer.waIt oneaOrhmore tests dolnottions of meet thetspacif oa-e test$ he11 tions an stated above, additional tests will be taken an requested by the _ <nginoet at the Contractor's expense. ' To-o r.MA NG AND f+TRIYWN' t b, /'.aartnu ano Gr�n+bLrna i Clearing and grubbing ,hall be accmplishad in accordance with thw applicable ' provisions of Section 12 of the A.P.w.A. standard Sr4cificaticns except as othenwise provided herein. No separate not entra payment of any kind will bs made for clearing and grubbing, but will be :.,eluded in the applicable unit price bid for the waterlinT in place, craniste. C. Striooird (1) jIMS"In All are&* to ba excavated *hall first be stripped of All topsoil, grass, sad and other material not prescribed under Clearing and Grubb- ing. All stripped aM removed material shall be wasted, except as otherwise required. (2) s--nval of Axietlna BevementN "„_pWFILIM-WevEnt I Cavma7nt, or other street and road surfaces ,hall be cut only vt the W nimmM width which ' will ps:mit the pxcryer excavation aed bracing of the trench, a'nd which will allow )&*sage of vehicular and pedestrian traffic. All pavement cuts shall be made smooth, straight lines or to nearest construction Joint, and shall be made with clean vertical faces. Aseoval of bituminous and roncreta pavements and utilities shall be conducted in accordance with Section 52, A.D.N.A. Standard Specifications, except as otherwise provided heroin. Removal of concrete pavement*, all surfacing materials e:nd improvements will not be paid for saparatelf, but will ba considered as incidents) to the wank ' and included in the applicable unit pries paid for the furnishing and install- 11 ing of water main. t 6 TRENCH EXCAVANON, NypD_DZN6 AND SK_'xPIil u a. General Trench excavation, barkfill, foundation preparation and beddinq for waterline and appurtenances shall be in accordance with the applicabl* Provisions of Section 73, A.p.N.A. Standard Specificutiona, except as modified herein. b. Excavation The contractor shall inform and satisfy himself As to the character, quantity and distribution of all material to be ancavated. No payment *hall be made for any r than excavated tractor S"Avste below the des q&*tsdliines end grades e designated. r Should thA con ades without prior affroval, he shall replace such excavation with approved materials, in an ap O"A manner and Condition, at his <,wn *xpsnse. Tine eaginear stall have complete control over the excavating, moving, Placing and dispo*iticm of all material, and shall determine the suitability oi. amtari►3 � 4 TS-03 PIPING F.ATERIALb, VALVES, AND FIT^'INGb, e. •�ryal Gu inc Piw (cant.) this document. The cuing shall be 30" diameter steel. f. Fire Hvdranty Firn hydrants shall be Corey Type confonm).ng to AHMA C-363-64 with a 6" inlet and r miniaue M.V.O. of 5". Two 1 1/1" home nosslus with the now Seattle Standard 7 1/7 threads per inch and one 4" WYr+ attern 6 threads per inch, 1 1/4" pwntagon operating nut and opening by turning e counter clockwise (left). Hydrants shall be constructed with wchanicsl Joint. . connectiau unless otherwise specifieo in bid proposal description. • Pirr hydrants shall be of Traffic Type and ptovis ion shah be +made for drainage of barrel to protect units from, truaarnq. firs hydrant#, shall be such length as to be suitablw for installation with connections to piping in trenches 4'6" deep unless othetwise specified. ►ire hydrants shall be 1UHA or approved equal. Approval must be obtained prior to bid opening. • � y. A1r'Va0uL Rel ie! Va1va '. The contractor shall iru ull an air-vacuum valve assembly as shown in the attached City of Renton Specification. Tim vacuum valve shall be an APCO 0144 or equal. 75-04 a EMUW QfjU= If, in the prosecution Of the work, it be-o"s necessary to interrupt existing surface drainage, sewers, underdrains, conduit, utilities, or Ojai lar under- groun. structures, or parts thereof, the contractor shell be responsiL.e for, and shoal take all necessary precautions, tc protect and provide temporary services for smas. The contractor shall at his ani expense repair all 480"d to such facilities or structures d-re to his comstruction operations, to the satisfaction of the enginret. . .(,,. rrraurHp AND BTRIPPIH4 AR a. 9201ALk uhmuovor the construction or"see grassed, tuirted, sodded or landscaped areas, the sod and topsoil shall be stripped and stockpiled separately from the rest (• the excavated naterirl, and shall be salvaged for reuse :a restore the d u m, to its landscaped axe" shall be salvagsd rlipor replaced shrubs and other planting It shall be thecrmtrsctor's responsibility to contact each owner to 6fffected, electing that prior to ccsrsncrosnt of construction operstia.s • wnsr, $ make arrwngemrnts for the tisfactory Protsccl.on and rescozacion of the it�Me to be sa G r4moved or othatwias disturbed. TS-r,3 PIPING MATERIALS, VALVES, AND FITTINGS-, ETA.;. (,'on' A u. steel Casing US (cons.) this document. The casing shall be 20" diameter steel. f. ,Fire Hydrants A Tire hydrants shell be Corey Type conforming to AMA C-502-64 with a 6" inlet and A min Lsum M.V.O. of 5", 'two 2 1/2" hose nostles with National Standard 7 1/2 threads per inch end one 4" pumper ❑ozsle with the new Seattle Pattern 6 threadu per inch, 1 1/4" Pentagon operating nut and opening by turning counter clockwise (1sft) . Hydrants shall be constructed with mochanicol juint connections unless otherwise specified in bid proposal description. e Fire hydrants shall be of Traffic Typ e yp. and provision shall be maolr for drainage of barrel to protect units from frosting. Fire hydrants shall be such lerulth as to be suitable for installation with connections u, piping in trenches 416" deep unless otherwise specified. Fire hydrants shall be LWA or approved equal. C Approval must be obtained prior to bid opening. f g. nir-Vecuya Relief Valve The contractor shall install an air-vacuum valve asuambly as shown in the attached City of Renton Specification. Thu va•etm valve shall be an AMO 0144 or equal. TS-04 FXISTTNG MLITU& If, in the prosecution of the work, it becomes necoteary to interrupt ovisting surface drainage, sawaia, underdrains, conduit, utilitis", or similar under- . ground structures, or parts thorsof, the contractor shall be responsible for, and shall take all necessary precautions, to protect and provide temporary services for tame. The contractor shall at his own v4pense r.wir all damage to such facilities or structures due to him construction operations, to the satisfaction of the engineer. TS-05_1W48miNEAM STRIPPING a• SSII AL Mnenover the construction crosoem grassed, turfed, sodded or landscaped are", the sod and topsoil shall be stripped and stockpiled separately from the rust of the excavated material, uut shall be salvaged for rv-use to restore the area to its original condition. All plants, tress, shrulm and other planting in landscaped are" shall be salvaged or replaced. It shall be the contractor's responsibility to contact each ownei: so aftfocted, prior to commencement of construction operations affecting that wnar, and make arrangements for the matiofactory pratectlOn and restoration of tht items to be removed or otherwise disturbed. , NACN�ILL WITH WASHED GRAVEL EAxS LOCATE S[HINO CURB -@a p OR SIDEWALK IN O . U R • J i (NOT TO SCALE) a coot ITEM •RAND —T—AMT OESCRIPTION� A D•LE STRAP SERVICE CLAMP MUELLER I • COR/OILATION STOP —_. MUELLER P; IwiS — J •0* OALV IROR PLAIN ELL • tz RIM PER SAW) R CLOW PAW IRON RIPPLE A 1 No PER SW/q) c OALV. IRON DATER Pwr VARIAOLE M E" PATE VALVE (/A/) MLOYL[R A-2111"I I •[E NOTE • P"./A"C 1 GATE VALVE 00 pwPIC I + N OALV. IRO• UMIoM coU/LNW 1 r P AIR•VACUUM RELIEF VALVE A �. �_ - - - -_ 1/ TL OU [T1 - ArCp 1 0 100*_•ALP IROM EL001N R K[NIV[ KRIUMER • NOTE, VALVE IRON 000T, E" SQUARE OPENATINn NUT STANDARD DETAIL FOR AIR 81 VACUUM VALVE Y G w �2" MIN FINISHED GRADE SMALL INCLUDE HYDRANT EXTEN WHEN NEEDED f _ OLYMPIC FNDRY -OR EQUAL Cl WLVE BOX 6" CA SPOOL -6" GATE VALVE(FL•MJ) CONC 3/4"SHACKLE RODS CONC BLOCKIkG BLOCKING jII/2"WASHED GRAVEL `-X• 6" 1EE J•FL) 16m 4" CONC BLOCKING fY -HYDRANT HYDRANT r�JARD POSTS SHALL BE : ,ATE OF WASHINGTON DEPT OF HIGHWAYS DESIGN OF CIRCULAR 2' _2�_2' 1 2' PRECAST CONCRETE GUARD RAIL -T 1 POS1S n v GUARD POST (TYP) .s Y • STANDARD DETAIL FOR HYDRANT ASSEMBLY d HYD. GUARO POSTS � 9 1 t e� t V ELEVATION VIEW PLAN VIEW (N07 TO 5caL r) MATEiJAL LIST • OI ( 2) - N 10045 1" MUELER CORPORATION STOP 2 ( 2)- I" COPPER NIPPLE , 3 " LONG, MALE I PT K MALE I P T. . ( 2)- I . N 15475 CORPORATION STOP 900 COUPLING 4 2 LINEAL FEET , TYPE 'K' COPPER PIPE .w STANDARD DETAIL FOR I " BYPASS ASSEMBLY FOR 12" GATE VALVE i � � � y ,u V; CILYMPIC FNDRY. CASTING *5822 WITH TYPE D LID OR EQUAL __ • CONC. RINGS BLOCK OR BRICKS (TYP) 4 F MORTAR (TYP.) qp 1 I 't rIZ w n 1 �� • N �I 1I In 1 I4i4Br 40 PRECAST VAULT SHALL BE STANDARD 120 VALVE CHAMBER ( LUNDBERG CONCRETE CO INC , TACOMA ) WITH 1- 12" ADDITIONAL SECTION OR APPROVED EQUAL STANDARD DETAIL NOTE FOR PRECAST (JEXPANSION JOINT MAT'L CONCRETE VALVE CHAM'3ER (STYROFOAM) AS REO'D FOR 12 CATE VALVE (TYP) M TABU: I FIGURE I I T.Kruat at Fittl■nova in found, TYDICAI Thrust Block Incati6ne Y'-Im late1130 W p1 IN WY 1M0 1M otf '"''` _ 110 Isto 1110 _1750 XI am owm* In IpIT:^-Vj'��'' 10 no me 3330 1m0 M Y'-IM JOBS 840._- NO t1m to fl■ IIOf il9 l m '\ • m 4M _$719 _tale 1111 _-'m m— au 'ww frtiNO IBM sm SIN Into •� w /11f Iliac _ _aw sr IY'-- W---lso 111m 1510 0ai0 IN Imm nlM 0 9mo IN il]00 171,isms u0 1110 ..om Ile p�• In ilioa :1 9Ik0�1e� ■ If Iltm ItIm -- -lotm - Im INM 101m IItfN1 12 5100 IISOISIN 32500 1f1M Io we _ Itfm H1011 Iif00 silo T. N'- so a"Votes 4300 1f10 100 :amSIM ISS00 770 IN 11100 fold uSoo 4460 no 1I100 329M I1100 90t0 _le'- m 71000 »100 IS1M 9110 100 1af00 51]00 11100 INN �• � in f11m 19100 Il1m f0m0 i00 Is m 11100 YJ100 111e0 � W— 10 10000 '1100 im00 Ir,W AA■ Im 15700 "No 111m 11100 Its 1100 Item i/m0 470 me _1pm a1M M1so _ i.too �'_ f0 JIM Slim 303M 155M tm 111M tilm 32M I60M IW 110m 1MM flm0 111M _ 100 _ 1/1W1 _ 11b]p 34160 IofM t{!I Y'-- f0 5f100 item 10000 1114m . Im 61100 IN 11M .11m If7 fI1M In 113m Sllm IN /otm do _ HIM_ I6100 10- M 111M I VO'0 3I00 32NQ IN "IN I110a ot501 14400 +�• to totm If10n 11m0 11100 No 1010M IIOOM film 41100 m M UIWC -- 410m _ sum "too Inr Im ITIeM 11YM0 M100 Hlm IN Done lot0m Iran 14300 m0 152000 Man, Its" III IABIL II Safe Bearina made in li/Sg. F*,. 'rho safe bearing loads given in the folk ing taLle are fnr horizontal thr"sta when the depth cf cover ever the pipe excI.1.4S 2 feet.. 4AFL BLARING LOA- SOIL — _1] r ` •Ft. *Muck, peat, etc. Scrt clay 1,J00 Sand 2,000 Sand and gravel 31000 Sand and gravel cementer with clay 0,000 Hard shale 101000 *in muck o. Nat all thrusts are restricted by piles or tie rodu to solid foundations or by removal of puck or put and replacement ♦ith M11ast of sufficient stability to resist thrusts. Blocking Page D. CJIILUTATION F,wriqms w Maximum operating pressure - 1.5 x normal operating pressure Ara of concrete (A) • 'thrust In xj mdm Z Safe Rearing load in (Pounds/sq. ft.) :BL ✓ ` Anxious height of thrust block 111) Death of trench in feet b 2 2 Depth of concrete thrust block (Width of trench in Lost)(outside diameter of pipe in feet) ) w 2 W-d 11 2 Maximum length of thrust block (1*) Area of Concrete a )' w Maximum Height FIS i Requtred amount of concrete (cu. yd.) I (Height x depth x length)xO.03704-(H.xli xl)c)x0.03704 1]1 t:. K]f11MP 1 A 1. Problem: Calcvlation of the smount of concrete required to black a ( k, 900 bond in an R• C.I. watemainD the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates send and gravel. 2. but on: - Maximuw operating pressure = 1.5 x 65 = 47.5 psi - outside diameter of R• pipe - 9.05 in. 9.05/12 ft, - Go to Table I: The calculated maximum operating pressure in 97.5 psi, the table does not lilt this figure so we take the first ) figure in sequence being 100 psi For an R- waterpips, having a maximum Operating pressure of 100 psi, we ape that the thrust on a 900 bond is 5,420 pounds. -Go to Table II: Table II gives tkm safe boarin9 load for sand and gravel: 3,000 lba/mq.ft. -Go to Fiqure I: Figure I indicates the position of the concrete for blocking the 900 bend -Go to the specifications of the project and find depth of trenon (A) 3 feet Width of trench (M) - 3 feet With the above 4esamb1M information we procead to the final calculations: -Area of concrete (A) - Thrust • 5420 l.HU sq. ft. • !I safe Rearing load 3000 -Maxim�m height Of thrust block (Hs) = Deph of trsch h • 2 • 1.5 r 2 2 2 -Depth of concrete thrust block (Dc) Width of trend in feet (9) - Outside Diameter of Pjpe fdl 2 • Z - 9.OS/12 - 1.12 ft 2 . -Maximum length of thrust block (lmi - Arg_,Zj_Concrete -1, - 1.R0=1.2 ft. Hnight of Conc. It 1.50 -Required amount of concrete (HeightxDepthxLength) x O.U3704 - Mm x i, x Do) x 0,03704 (1.5 x 1.2 x 1.121 x 0,03704 • 0.074 cu.yd. blocking Page 2 yl, Y gµq 41 I. 1�y4^'�ryL STANDARD DETAIL FOR GENERAL BLOCKING W C(ltk�kETri aILX-_KING 527.ING Y. POCEUUNF � A. ENG EFAL * The amount of concrete required to anchnt horizontal hands, tees, and dead ends depends on the strength of the soil. The methods of placing concrete to keep the joint accessible is sham in Figure I. The area Jr. square feet of concrete which must bear against the ? aide of the trench is found by divid:nq the thrust in pounds sham it Table I by the safe bearing load of the coil as sham in Table II. A a. CkI TE RiA The sizing procedure is for horizontal or downward thrust only. a !! Height of the thrust block must be equal to or lase than 1/2 the depth from the ground surface to the block base. - The thrust block bearing phase is approximately rectangular. - The Concrete blocking shall be as per APWA specification 74-2.14. C. SYmbl122. d . Outride Diameter of ripe in Feet T. T e Thrust in poanda at the fitting (Table I) 581,• Safe Beating load in pounds/sq. ft. (Table If) h e depth of trench in feet W . Width of trench in feet A . Area of concrete which must bear against the side of the ttench in sq. ft. Hon. maximum height of the thrust block in feet I n,x depth of the concrete thrust block to bearing surface in feet r Ion. maximum length of the thrust block in feet M h i � h >� 1 + slocking page 1 t SPECIAL PR(/VISIONS A 1, Item 7 of Technicd� provisions slidll be d( bated. — UAclosure:._ Iecdnical Provisions Crossing - Trenchterg._ r NOTE: This approval is to be available on lire job site at all times. The Department of Fisheries and the Department of Game reserve the right to snake further restric- tions if deemed necessary for the protection of fish life. r This approval is granted in the interest of fishery protection only, and these departments cannot be held liable for any property damage which might occur as a result of this project. , Failure to comply with the provisions of this approval is a In s misdemeanor punishable by fine and/or imprisonment. The person(s) to whom this approval is issued may be held liable for any damage to fish life or habitat qP which results from failure to comply with the provisions or intent of this approval. The use of explosives in or near stale waters may require a separate approval from the Department of Fisheries and the Department of Game. This approval pertains only to the provisions of the Fisheries and Game Codes. Additional authorization from the Department of Ecology, the U. S. Department of Army Corps of Engineers, Department of Natu- ral Resources and/or other public agencies may be necessary for this work. DEPARTMENT OF FISHERIES DEPAPLTMENT OF GAME . ._/Z.., n DIRECTOR l'' -� ` C `,_. . " DIRECTOR 1'�iI97y DATE SIGNED DATE SIGNED) $.I.M� MM-i a<v 3411 -1-7i-ISC.01M. 1.4 i, CNC/JS/ir ix SPECIAL PROVISIONS --Enclosure: Technical Pravisians Condutt. Crossing - Trenching_ 41 0 NOTE: This approval is to be available on the job rite at all times. The Department of Fisheries and the Department of Game mierve the right to make further restric- tions if deemed necessary for the protection of fish life. This approval is granted in the interest of fishery protection only, and these departments cannot be {t held liable for any property damage which might occur as a result of this project. fI Failure to comply with the provisions of this approval is a gross misdemeanor punishable by fine end/or imprisonment. The petson(s) to whom this approval is issued may be held liable for any damage to fish life or habitat • which results from failure to comply with the provisions or intent of this approval. The use of explosives in or near state waters may require a separate approval from the Department of Fisheries and the Department of Game. This approval pertains only to the provision. A the Fisheries and Game Codes. Additional authorization from the Department 4 Ecology, the U. S. Department of Army Corps of Engineers, Department of Natu. ral Resources and/or other publl, agencies may be necessary for this work. i i DEPARTMENT (SF FISHERIES DEN TMENT OF GAME ' _ DIRECTOR t;.� l`:`�� C'. . , DIRECTOR /W1 I7y DATE SIGNED �"�" � t--� DATE SIGNED L'�.Mrr.NN— Nev.Yi➢l—Lta-16C.ql?I. � - CNC/JS/lr 5 TECHNICAL PROVISIONS CONDUIT CROSSING - TRLNCNING 1. Londuft alignment within the high water flow channel stall hu within 15 degrees of perpendicular to the straam alignasvnc. 2. Conduit shall be installed at bufficieat depth and in such a manner as to avoid subsequent disturbance to the stream bed. » 7 Trench excavation operation is to be isolated from the flowing stream by the installation of cheat piling,rulvezt or similar mechanism. +' 4. Equipment may operate in the water In cite area isolated from the flowing stream. do 5. Trench shall be baekfilled with clean, well rounded, uniformly graded, granular material, ranging In size from z to 4 inches. 6. Upon completion of the project, stream banks shall be restored to pro- project configuration and suitably protected to prevent erosion. 7. EquipHtent may operate in the Water while shaping the toe of the bank and/or the key at the toe of the bank for placement of bank protection materials, except that the drive mechanisms (wheels, tires, tracks, etc.) shall not enter or operate within the water during these operations. 'fLebe operations shall not take place durinh the period when spawning or Incubation is taking place in the vicinity of the project, i.e., these + operations shall cat place after and before S. All bank protection material shall be placed from the bank. There shall be no dumping of bank protection material directly from a truck bed onto the bank face. 9. Bank protection material stall be clean and shall be,, of sufficient size to prevent its being washed away by high water or wave action. 10. If a filter blanket is to be used, filter material shall be placed from the bank and bank protection material shall be placed concurrently • with the filter blanket. 3 1 s 1 1/72 A TECHNICAL PROVISIOUS CONDUIT ChOSSING - TRENCHING 1. Conduit alignment within the high water flow chanuei shall be within 15 degrees of perpendicular to the stream alienauut. 2. Conduit shall be installed at sufficient depth and in such a manner as to avoid subsequent disturbance to the stream bed. 3. Trench excavation operation is to be isolated from the flowing stream by the installation of sheet piling,calve rt or similar mechanism. 4. Equipment may operate in the water in the area isolated from the flowing stream. S. Trench shall be bacHfilled with clean, well rounded, uniformly graded, granular material, ranging in size irom '4 to 4 inch". - 6. Upon completion of the project, sttvam banks stall be restored to pro- project configuration and suicably p:otectud to prevent erosion. 7. Equipment may operate in the water while shaping the toe of the bank and/or the key at the toe of the bank for placement of bank protection materials, except that the drive mechanisms (wheels, tire$, tracks, etc.) shell not enter or operate within the water during these operations. These operations shall not take place during the period when spawning or incubation is taking place in the vicinity of the project, i.e. , these . operatiou. shall take place after and before 8. All bank protection material shall be placed from the bark. There shall be no dumping of bank protection material directly from a truck bed onto the bank face. 9. Bank protection material aleill be clean and shall be of sufficient sirs to prevent its being washed away by high Water or wave action. 10. If a filter blanket is to be used, filter material shall be placed from the bank and bank protection material shall be placed concurrently with the filter blanket. 1 1/72 "ti pjs}maiai�rrerew=.xsirm-emolle, ._. • r� DEPARTMENT OF GAME FISHEPIES AND GAME DEPARTMENT Of FISHERIES 600 W., nos HYDRAULICS PROJECT APPROVAL c.,,.,.1 Ad— n/, Olgm/a. Wnbnyr.n gY3a/ Olrmy,.. Wa.F.nyr,n q/fe/ ry-8,a1974.. � {A►WkAat aM.ul rvM1r w!t,. la iu,u.r,n,.M�r.dencrl~ t• • _Conduit Crossing Springbrook Creek Green River 09 ' ITYe. v1 en,leilr talc/+mlIt:mn+ry xntenq IWIIIAt r. This approval (pages I through 3 ) is given to City of Renton, 200 till Avenue South, Renton, • Washington 98095 . to p'+rform the requested project work which is covered ,,Nr 1 by the laws 4 the State of Washington, Chapters 75,03, 75,12, 75.20, 7710, 4001 and Will. All work assoeb ' ated with this project shall comply with the following General. Technical, and Special provisions. a GENERAL P!tOVISIONS is 1. Project Location K 1/4 Sec. 36, Tisp. 23ti., Rye. 4E. King County 2. Time Limitation: IMediately to February 28, 1914 ----- - i 3. Wafer quality is not to be degraded to the detriment of fish life as a result of this project Compliance with the quality limits set forth in the WashingWn State Water Quality Regulations shall he main. - tamed throughout the life of the project 4. Siltation of the bed or hnitom of any state wal -s to the detriment of fish life shall not occur as a result of this project. 5. At no time and under no circumstances is there to he created a block to stream or tidal flow it fish passage as a result of this project. rs 6. No equlprownt is to .,nter or operate in any flowing stream or other state water. except as provided in the Technical and Special Provisiuns of this approval - 7. Any fish stranded as a result of this project shall be safely released to the flowing stream or open water. S. Any stream bank or shoreline area on which vegetative cover is disturfoed shall be• replanted with trees, brush and grasses of similar type and concentration as exists along the stream banks or shoreline in the general vicinity of the project. R. No gravel or other bottom material shall be removed from within the high water flaw channel bed of any stream or from the bottom of any other state waters, except as provided in the Technical and Special Provisions of this approval. 10. Any debris resulting from this project is to be disposed of by placing beyond high tide and/or high water flows. � r.■s.rw-IR...snr-+-is-iw, /ua. =7s �'.r CONSTRUCTION Of YIPS LINLSUN HAIL WAY RICH OF WAY GENE PAL PEOUIREML NTS IrV. Wm unMl I w,. In w ...wore nWl ,N w.h .hall /IedyN. IY a ant Amon.,,.NNlwq L n.....N,@ AW111Uw1 IYY 0....on. ✓ , rnlmrlwl 1.In. Urv.Nl b1Yb.ine V,of rxlrn W nH",.bd.un.. lllwr Illy nnnnp.umMl 1 I..No.d.1 IIWM Md imbmM by f"U.d Of 111.nI II LemmIVMOnwf la Gloolli N I141+1..1N41 N1 R:MM,In WhN.$.I a Pt41w1 w IYNIN WHltr,dY d ww'C #now"W"UI aolntlwn M.n Nf.alfl.d hNIM,1n.lnr hype,d"tN.1 01u1N lion w W4'..1w0 YIN,On"h-,oll le. ple ,a"NIINIKYNYIN I..pr W.Moo IMINlihdn.n Nl O..wnnullM N,Iinw.V nr rlw•YI.....N xn...,.... ...i"-.I Illy gl-.I.WyI..1"."Afty.Y IINrrY•IIIY bgN1 MaimatYcpen n beyrm Iles.Motif Is W.wn m MY..MYwmy M.1m.1.un YI mo....w...wl Nl au.. .1Wla ul. rrui.NotNwn n,valYY ro. lwnv wnp IbNal., noon'VI w . 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IWum .1 N.dwry If✓np.nY NIwmMN LM IIgdEN MIYn.O W W.Wnud, U.v aV.,w NNI Iw .alYnllcd corn.pnrNwyry. ■ PIPE LINES CARRYING FLAMMABLE SUBSTANCES Tilly mYIW)Yf 0J,Yw. yNMuw,wlrWnlrn Vmliupf ur Plhel IINm...ullIC a111.9111y rMNh Imbow".1.41.E W.11.11 APIROVEO CwiING PIPE 6.AJINfi,f1.,IJ�V11.f 49A4M.iF St«I V1 C.0 box Not.1: All MINIMUM DIMENSIONS MEASURED NORMAL TO (OF UU ISIUk TRACK n... Iqn-Ymsn.oY b r Ill rAblN.pin Mi NrMI1M vli l In1 411111 Vi Mhl1•.I I I I. t L l tail I N II INAML IEN UE 25Mef R.DYr.y P,W Sublla 4b Mm wmY-oll"y loan wiVII I o I I 1 P1u.bh rwl A5'Mm 1EiNn P1 U Q Imes v 1L I'll 1 Ix.A11♦ INLNIc y pC wal D A,l• Mtn j1 o II,nSIny YyNI OWnI MIN 1 I1."� MIN 1 FNIl" Yob EY H 1 .NIn15 �N�N-(• d5' q 4 U YYPII 10 M I u nulfNM IW i nu ( p 1ryI x I" uboieTi I�M1mmWn�IYOY .Z'Q� .0 MY,xm.O. qy OMf bw10 fY 'I it AN.E P.YIp VIZQ 'of-1 6M11 A If I App,lrn.fly,, lYU Yn) 1tl IIM flWr it y Y)UI ,YIN lU 2, TM el.IbY1 h..1 l' _ . 0I1) n llh !) T OY - -MU. YW OWY ). 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Pow w Palo IMI I.KI"WenH w ~.'mum 7hw mnbdef ll.0 woe, W w.y Iwo hM.mWN wWlMlx wb.J. bwn df Iwwe a RE EUNCE flk TE PIPE- IW do 1 , fit .1 af.m'- If,fl ypxry If W In Ma E-no ul re l-I PruwnY 'WWW. .mod .I bon�O� EIRI 4111m1 tb opt rY4wre tbxly 1xw unlN.cd,ld.IwnM.wy1 WpI[n wlll tlm1N1�1 W.uadY ul PIIIt MNI tonlWlrr Ip rur,Pnl A to i M 1; /b VWk,nN, ,DOW W PI w11Nwn1 yPm..0 w wrtbtMO E 121olwN IPIImE Mlles IV wli 'N" AMROVEO CASING HIE CORRUGATED Mk TAL PIPE: Sm,Of(:N,Imo Do,an....M.I.+ PIw MNI�Iw ,NVMurJ, .J/+wm Iw.xlw; { Mmfac"CPI.w.IY w E;PPugolmd M.w I.,Pow NurY.W.,Intl• 1 W to b I ."Nlrnll dANd 1} ALL MINIMUM DIMENSIONS MEASURED NURMAL TO (Of OUTSIDE TRACK cotton w MY,.1 OMnWW,off . >' Y bode vd..nlluy ply, 6 ItlY •+1 16U 12 U3 Sid 4 yq II WAMYI '�¢ .P. %'MIN 12 24.30.Md 36 ill a L- 10 d'2."M W I,2 U w' W 3 MI I - LL�d YP L yw0 WMra IM YIIdf ul IM a Noll Ne bolPw Voulld • y Y1I.O II' d h.. y c_ 11 fj IMv ones Iw ywudY p1.Wa,w1 ~".i nw «n f Mlh Y 4 6 !/'�, T v,nu Of IwYIy,1 nli,mlyl 1 u1 s,•Ml nm M b•/.uy J MIN +«N" ASINEi POPE isles,dill on,...not wll MNYIf.N) WM1e l,.elhl lnd>PI IbY aNlny Y,Y.1 Of IEIW.Mound Do.iW MEd Yw'M nrv,WIN,NYYI I VV n,n t.WTI Pv..,Wo gtoll d1.'no n.If,oded m win 1w.MI IIYY.Ip:"III M CaNW411d M'M IIYm 1.11WIY Don't,W fbia".1. ,P p 11P 11CMEE1 CURNENT,,,4A,SPICIFIGAYJM 111f1d. d..wMM, VI nvnE V4N :M1wl •Yq.d uu M1IJI 411NIwM1 of 1Nn.1 PIw, Plot, a mNPlxly. by /' la rN,wr Vnw IN.Pill,0" W _ 41yPM4,•N.d P"IL. aIIM1 DIw ti Ili dIN.IIIN Nuf IR9N. 1 ,a� i, .r, PROJECT 30. ',!Z UTILITILS DE?ARTNElT CITY OF RE—ION! WORK ORDER NO. WASHINGTON ?LATE 3Ui3fITTED July 21, 19 DI.TE COMPLETED DEPARDMiT WORK DESCRIPIIGN ._ 7aa.^.Ie '.s Pta3e T. :LCE33ITY 'Ark. TO BE DONE BY: City Forces = Contract I=1 Others C7 ITEM QUA2I'ITN UN COST AMOUNT 22" U.I. (T.J) ;'ain 2250 L.F. .A4.75 D,687.50 12" sate Valves (10) 5 La, 249.00 1;245.G0 9 12" C.I. Cross (YJ) 1 :a. 131.50 131.50 12" C.I. `fee (1.0) 1 Za. 102.65 102.65 12" C.I. Plug (IT) 1 La. 14.10 14.10 12" x 6" C.I. Tee (MJ x rL)J"�,r ;ydrant 7 ::a. 9'.4G 681. F) 5" C.I. Gate Valve (A"d x FL)) Stuba 'I al. 78.00 546.00 8" x 24" Gate Valve Foxes 12 a. 10.00 120.00 Ditch, Install ?c Backfill ?25) L.F. 1.25 2p812.50 Sravel 3edling :)0 C .Y 5.00 250.00 Select 2ackfil1 0 OL.fd 3.00 150.00 L Sib-Total $1.6r741.05 overhead 16, 2�6, 3.57 Sales Tax 4.2;' 703.12 I� "20.1?2.741 SUPr. OF C'T�LITIL;,_—_--.... _.._ __ DATE APFROVEP -- a " { !ZI io I r oc 71 t. t i i tJ ?• p/nR, n � - �swp rpxs�e ♦:.i r ip I I _C 5-T 4 Ij 1 In R I I I o I I I a t Y "sv t T , i � 1 4 r-cam ' i I•, I U J I I ( e W 14 ial Y I 1 1 I I p �Y Cl rill I . I ' �TI j?I I 1•l2 �1'x Ive�.t -. I { rw ar. I rr a 'fir 1 arsa��rrtoNr ! ��C.C.. F e,l '_��•-,<ti/r�.. !�.-a►,.�.•;�� I# QThat portion of the northwest ! the northeast quarter of the no rtheast• quarter and of y, quarter of the northwest quarter of section 36, 'onvnchip '23 north, range 4 east, W. M., in King County, Washington', described ra il ng the east ateasttalongnthehcenter linecornf'r of s of % clBpthAdaSrtns eDtoo(termerly aClaLs)•' County Road) 114 feet; thence north 674,78 feet to. the.true point of be inning of this description; thence northerly on a straightl;raparallel to the east line of Northern Pacific RailwayC ,npan r1 - way, ao the north line of said section; thence easterly along the�noof ' line of said section to a point `hereon which is 881.37 aeon went or the I northeast corner of the northwest quarter of the northeast foot `i:ence south 3440,001, west, 730.69 feet. thence north east Qua-ter west, 6� ,70 fee'-, more or less, to the true o IF p int of beginning; ALSO A strip of land 80 feet •Side in the northeast quarter of section 36, t wnship a3 north, ^angeu4reastter �fYlthe nolnhwebt P County, Washington, lyingnorth of South 180th Street and south of King the north line of said sectin, the east line of said 80 foot strip being -described as follows: Beginning at the northeast corner of the rionry Adams Donation Land Claim; thence east along the oenter line of South 180th Street (rorn erly',.- County Road) 114 feet; thence north 30 feet aforesaid street and- true loint of beginningtothonoeo north rth i644�f ; thence norther on a straight l,;ne parallel ,to.the east lino orBNorthei^rr•' raoifio RdilwaV Company right•Of Way to the north line of said Seotion •' 36 and the end. or Said line, - 1 I tlb s ♦ i. a^ r• 1 Jd i1 Statutory Warranty Deed +i 7r �• , ' THE GRANTOR S Bit; 0. CABR::ROS, and :EARL 0. CABRCROS. his rite L"1Oienn I •'"�'T�'�'� i M , ,• ler mscUn esesidusiioo of Ten Rollers and other gaud and valuable consideration is 'I (I, and ofd,en rey.a Q arnn4 In A. ARTHUR STeHNOFF and TAHARA STc.�;OPPr hie wife; CAIII. C. 1 �, b at�aiP an� Vr:�t tT sTcIWUFF hiR v{fc, T J. STEliNUFF and k',IhNI¢ ST j�M1CF7 WWI and �j ••[T $TEANOFY and ¢NNID STLhHOFi , hie wile, a partnership nova a dRNCQ IUa Cu 1 r5 l�loiloemg described real estate•situated In the County el' Rlny ,Suu d + ' Washington: i 1 I' . r I ,r. That portion of chn Northvast } of the . rtheast It of Seet ioo 76, Township 21 Nottht, If` 7 Rant 4 Last, N.N., described as follows: t ' r Bcainnisg at a pdnt on the North , i4a of County Road 943.04 ices &'st and 30 ' 1 \' feet North of the Northeast corner of Henry AGaut DoeetiOn Clnim in Section 39, �• I a 1�• Tcueship 23 North, Range 4 East, H.M.; thence running B. st 357.04 feet along the ;'•1� . North aide of uid County Road; thence North 562.12 feat to ditch; thence Westerly ,� I'v •long South side oi'said ditc;, 334.12 feat to Last line of 5 acre troct dee4ed to Winston es, recorded in Volume 580of Deeds, on page 207, records of X:.i„ county; , .thence Southerly along said line 472.1 feet to place of bnglmtag; EXCEPT the tu f i { Westeray 85 feet thereof in width, t "'F•� , r it I 1�1• O SbJWECT to existing water line ro premisesaccepted retained by Grantors, and from r ' ' ) 1 3 ' the rbove described premisea; and further subject to Grantees' "f lest right of G jt1 1: 3• refusal" to purchase the above excepted west 85 fast Of s aid property •.+pan the ti : terms and conditions Of that certain Earnest Mosey Agreement dated June 29„196Dvv�55 , t i •. furthar raferoncs.bsing hereby had thereto. ' a :t t4. v � *�•�il� �ii))t�'r.l ` �• t I 1 ''" l , . 'i5' 1 i r •1 9 4. )P.%riaPY10N OF1.11F HFAL ESTATF WITI, HESPECTTO WH&CH THIS POLICY 18 Ii6UZD �;� •., The East 393; feet of the Northwest of the lbstheast k of x Section ..^ti, Township 23 North, RanEe 4 East W.N,. Lyift�8outh o! ' "' ! N 'ditch; EXCEPT County Road;' ' ) AND EXCEPT the South 20 feet of said premises conveyed to the �I �I Citr of Renton for Street purposes by dead recorded under Auditor's + File No.. 5695682. situate in the City of Renton, County of �• .' King,, State,of Washington. , i aCHEDULF. E t DEFECTS,LIFNS.P.NCUMDRI NCF6..ADOTHOR MATTERS AGAINSTWHICH THE COMPANY ` DOP.4 NOT INRURF.: ai'ECIALSJICEPTIONB. 0. 4. F,SCHIMON Of THE"REAL ESTATE V:ITH RESI'FCT TO W H.CH THIS POLICY IS ISSUED C �I ! Tle East 39311 feet of the Northwest k of Lhe Northeast } of �I Scctlon 36, Towns. ip 23 North, Rang'o 4 East W,M.; lying South of ,I Ir 'ditch; EXCEPT County Road; AND EXCEPT the South 20 feet of said premises conveyed to the City of Renton for Street purposes by deed recorded under Auditor's File No.. 5895689, situate in the City of Renton, County of 1. i' King,_ State,of Washington. If 11. lip" I . SCIM)LILE R 1 Dk FF.CT:i.LIFNS,F.NCUMDRANCFSA NDOTHER MATTERS AGAINST WHICH TPH COMPANY ' DOES NOT INSURE: f • � : SPECIAL EXCEPTIONS. j ,Y r Li Tha r. ',lshi or'tion of the Northwest of tha'Northoue' k of suction 36s fowlp 23. Noreh, Kango 4 East W.H., described as follows; Beginning at a point on the center line of a slough 530.25. ' feet North of and 1000.27 feet East of the Northeast corner of., l �� a ���• , ,• 'Adam's Donation Claim- 1 l,r, , ,•: / ,+ , 1, running thence /forth 1*49' East 607.91 foot; ` thence North '>9*24@3011 West 252,9 foot; ., Old thence South 3'49' West 923.69 feat to center line of said slofgb; s i ' thence along center line of said slough North 64032110/, East 1E4.71 feet: 4 ' thcnco North 73'26' East 70 feet; , . r� ",. ;'1�1 • M thence North 63'10' East 30.52 feet to point of beginning; f i ' EXCEPT portion thereof conveyed by Chas, F. Albin to John Winston by deed dated Hay 1 1901, recorded Hay 27. 1910, { , -� under Auditor's File No. 68�634, records of King County; f PARCEL B• 11 , That portion of the Northwest k of the Northeast } of Suction 36,. , i++ 1 Township 23 North, Range 4 East W,H., described as follows; Boginning at a point on Cho cantor line of a Slough 1000.27 I feet Fast and 530.25 feet North of. the Northeast corner of the ' 1 11. Adam, DonnLion Claim• ' ,•uu114np + hrnro North 3'49' F.nnt do.91 fret to tba North i.ina (of • ,I . ' : 411. N,•In1a�'•1 Tract; . , i . �. . 'th••o:e n ,n»; Lha "nit; Nur1n line .routh 81)*24V EnaL 4214.47 f,voc �,1�... to thy !•.nt line of said II. Nolmon'a. Tract; I _ • thence n_ong said East line South 0'13' 1 East 290 feet to uu: —cantor 1Cno of said sl�uRh; ! 'thence slorg tho center line of said slough, South 21034' West 4 ;•y 301.02 %,ac; thaneo Soutn $6*44'3011 Wont 246.33 Eliot; t' } i thoon South 73038' West 370.3 feat, to t1xl point of- borinnin;;, +�• yI . .. : Situatein ChoCf ' of Ronson, County o1 King, •Stata;of Washington.Or 0 . P PROJECT 30. ' S UTILITIES DEPARTMENT CITY OF MMOD 'VMK ORDER 30. WASHINGTON DATE SU34ITTED Jrly 21, 1966 DATE COMPLETED _ DEPARTM,ENT DESCRIPTION OF WORK 12" :lain to Sternco Industrial Park, with the City participating in all ::aterlal Coot above 12" :atimate only for 12" 3.1.180th Strlot ■ t+'ECESSITT. 14MK TO BE DONE BY: n r. >ternoS? *■.Q"" City Forcee p Oontract r'] Property Ocmers ^ruost Jthers m ITEM QUANTI UNII COST AHODNT 12" C,I. (T.J.) Slain 1. D") L.r. • 4.75 • 19,000.00 12" sate valves (NJ) 13 a. 249,00 3,237.00 12" C.I. 0roes (Ni) 3 a. 131.50 394.50 12" C.1. Tee'e (nJ) 3 Ea. 102.65 307.95 12" c.I. 450 Bends (Ia} 2 la. 59.25 118.50 16" x 12° 0.1. Reducer (:,J) 1 ::a. 80.00 R,0.00 12" x 6" C.I. Teets (::J x -L) ,^or Hydrant 13 La. 97.40 1,266.20 " Gate lalves Ou x il) Studs 13 :a. 78.OD- 1,014.00 '3" x 24" Gate Valve Boxes 24 La. 10,00 240,00 Ditch, Install 2: 'Acktill 4000 L.F. 1.25 5�000.00 Gravel bedding 100 Cu.Y 5.00 500,00 Select .-Ac1�ill 100 ;s.YA 3.00 300#00 `:oad .iaotoration ( :act `iallay 0 0." i55.09 Sub-Total J1,623.15 Overhead 16% 5,059.70 Sales Tax 4.2n' 1,328.17 TOTAL COST AFFROVED BY SUPT. OF UTILITIES DATE APPROVED _ �f APPROXIMATE.' UNIT TOTAL A 1'TI;M QUAt4TITY OWL KLIMU (HU"', PRICf.___ 7 400 LF furnish and Install 3/4" ::hackle Rod Per L.F . (Words) (Figures) A M H C.Y. furnish and Install Conc. blocking u Per Cu. Yd. 9 600 TON Furnish and Install Suluct aackfill Material 5 For Ton Sub-Total S 5.3% Sales Tax 1 d TOTAL i THE UNDEKSIrNED bIDDER HEREBY AGREES TO START CON£TR(X'.TION WORK ON THIS PROJECT II' AWARDED HIM, WITHIN TEN (10) DAYS AND TO COMPLETE THE WORK WITHIN SII:TY (60) CONSECUTIVE CALEwr-AY DAYS AFTER STARTING CONSTRUCTION. DATE THIS LAY OF , 1974 i SIGNLD TITLE ADDRESS _ V e. I SCNECULE CF PRICES s (W-2541 Sterna Industrial Park - Water Mang. Al (hots: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where con- flict occurs the written or typed words shall prevail.) APPROXIMATE UNIT TOTAL A ITBM QUANTITY DEKNI PT ION Pxzck PRICE. 1 1116 LF Furnish and Install 12" Luctile Iron CL N2 (T.J.) Water Pipo Per L.Y.. (Words) (Piquras) A 2 414 LF Furnial, and Install 12" Ductile Iron CL M2 (N.J. ) water Pipe Per L.F. 3 78 Ll' Furnish and Install 20" Stl. Casing 0.406" Wall Thickness Open Cut Installation Per L.F. 4 4 EA Furnish and Install 12" Gate Valve (NJxMJ) AsswaFlies including 1" Bypass Valve and Precast Conc. Vault Per EA 5 2. EA Furnish and Instill 6" Gate Valve Assemblies including C Valve Sox 5 Par EA 6 3 EA Furnish and Install Fire Hydrant Assemblies Per EA 7 '^ItYMjXMUbk..Ar1 I SCUEDULE Of, PNICFS (W-254) Sterna Ind6strial Park - water Main 01 (Note: Unit prices for all iteme, all extension. .and total amount of bid must be shown. Show unit prices in both words and figures no where con- , flict occurs the written or typed Words shall prevail.) APPROXIMATE JN�T TOTAL n f"FM QUANTITY X`uCRIPfIOW PRICE DICE 1 1116 LF Furnish and Install )2" DUCtile Iron CL 02 (T.J.) Water Pipe 1 S Per L.Y. (Words) tlynrec') 10 2 414 LF Furnish and Inatall _'2" Ouctile ` Iron CL 42 (N.J.) Watea Pipe i Per. L.Y. 3 78 LF Furnish and Install 20" Stl. Casing 0.406" Wall Thickness Open Cut Installation Per L.P. 4 4 EA Furnish and Install 12" Gate Valve a.7 ' (MJxMJ) Assmblie■ including I" bypass Valve and Precast Cone. Vault Per Ea 5 2 EA Furnish ani Install 6" Gate Valve Assamblies Including C.I. Valve box 3_ Per EA 6 3 EA Furnish and Install Fire Nydrant Assembl:es i_ Far Ea r . s W-2S4 STERMCO INDUSTRIAL. PARK MATERIAL LIST 1116 L.P. of 12" U.I. .,L 12 (T.J.) Water Pipe 414 L.F. of 12" D.I. CL 02 IM.J.) Water Pipe 36 L.F. of 6" D.I. CIN2 (T.J.) Watcr 1-,j , i 78 L.Y. of 20" O.D. Stl Casing .375" Thick • 4 Ea of 12" Gate Valves (MJxMJ) ' 4 Ea 1" Bypass Valves Assemblies 4 Ea Precast Conc. VBuite 5 Ea 6" Gate Valves (F).xMJ) t 1 - 12" C.I. Cross (All MJ) 1 2 - 12" C.I. Tees (Ali MJ) 1j 5 - 12" x 6" C.I. Tee (?7JxYL) " 6 - 12" C.I. 22110 bends (MJxMJ) j 2 - ).2" C.Y. 1140 bends (F.JxMJ) 1 - 12" C.I. Solid Sleeve (LP) 1 4 - 12" C.i. Plugs (MJ) 3 - i" MVO Corey Style, Fire Hydrants 1 - Air-Vact,w Valve Assembly 400 L.F. of 3/4" Shackle Rod 3F Leh.. 40 w wnwaHl STERNCO I�'DUSTRIAL PARK _. _ � I i � I 1 i � �.»r_ Pf",r .. i W �� r.. . _._.�,....,_,.�....__ f � t ' �` i ''�.�r wry a1 1 _! ��'��� t >��� � i f g � I .. ��R � �► ,, � � � 5 ' � r ;� .. � _. ,. 1 ' ' t + 1 i � � Sib � �4 ( i j 1 � i ' ii 1 I++ ' 1 I �:�= *j i ♦ � � 1 � Ay„- _., f .... .. .. , . , + piµ I, ,. - _ .._._ � 1 "W Khw i r. � � 1 .. .._. . . I .�..�.......... !'y* �.� ' �irr/ /�' "� . , .. ... � ( � 1 4 I i � � I � � i � � �+ � 1 �� �� � 11 r.�.............�.....� ...... 1 � ice• ' r � ( � 9.yEli j" I j � � ! � �, � � �� - -�- F:.�✓.c i�ir�r.%� mil" --_., _ .. '' ie I I I , k i j � ' i �� .*" i I ; 1 f �, t .SM � ,� ---._.. 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I 19.1 44.0 2.3 2.8 8.1 .. .... .... ..... .... .... ..... 250 .MO I L 4 117 270 6.4 28.8 Se.5 2.8 4.0 9.2 1.6 1.0 2.3 1.0 .3 ,6 300 .432 13.0 165 3Ao 7.7 40.7 04 S,4 5.6 13 1.B 1.5 3.2 1.2 .9 1.2 350 .504 IS.9 218 503 S.0 53,7 124 4:0 7,S 17:2 2.2 1.B 4.3 1,{ .6 1.4 41pp .576 18.2 282 860 10.S 89.5 160 4.5 0:6 22.2 2.6 2.3 5.4 1,6 .A 1,6 4.`s0 .848 20.4 34f Boo 11.5 86 198 5.1 11.9 27.4 2:9 2.9 4.8 1.8 1.0 2.3 500 .720 .. ,.... ...., 12.B 304 24n 5.7 14.4 33.3 3.2 3.8 8.2 2.0 1.2 2 S 550 .792 .. ..... 14.0 125 2q8 6.2 17.3 39.4 3.5 4.2 9.6 2.2 1.4 3.3 800 ,A84 .. ..... .,... 15.3 147 J3q 8.0 2o.J 46.0 J.9 5.0 11.5 2.4 1.7 3.2 G50 .936 .. ..... ..... 16.6 169 390 7.4 23.5 $4.5 4. 1 5,6 13 4 2.7 L 9 4.5 700 1.01 .. ..... ..... 17.9 IOS 449 7.9 27. 1 62.5 4.5 4:7 15:4 2.9 2,2 5.2 750 1.011 .. ..... IC 1 221 510 I 8.5 10.6 70.5 {.S 2 8 17.6 3. 1 2.6 9 goo 2.15 .. ..... ..... 20.++ 250 37S Y.I 34.5 79.5 b.1 A.M1 t9.8 3.3 2.9 !.8 650 1.22 .. ..... ..... 21.7 2A0 645 9.8 38.9 $9.5 S.! A.5 22.0 3.5 3.2 7.4 No 1.30 ..... ..... 22aa 0 310 715 10:2 43.2 99.5 6.7 10.8 2{.4 3.7 3.5 A.2 950 1.37 .... ..... S4:7 342 790 ".A 47.2 109 e, l I L 7 ZT,A 3.9 3.9 9. 1 1100 1.81• ..... ••••• .••• ..... ...•. 11.4 62.5 144 3.� 15.3 75.7 4.5 5.3 IL0 1200 1.T3 ••••• •••• ..... ..... 1 82.5 144 .... .. .. Doff. .. ..... ..... a 8e 73 p e i �8,p -TSOfJ - 7:"67- .. �I7 R:1 01-.. lf -M3--•• -fl--E`I'..._.f"- 1400 2.02 •••,• •••.. •• S 3 7 16 7 ..... ..... ::.. ::.:: ..... Ie.e 9e,6 2z3 e,9 u.e .9 1,7 eft 11.6 15d0 x.18 17.0 "o ffi4 B.6 27.a ' )0 8.1 9.2 21.2 I All ].30 .... ..... ..... .... ..... IA.I 12s ZB8 10.2 10.8 ,a.0 9.5 10.2 2 .1500 2.45 .. ..... .... 19.a 140 3223 10.fl 34.4 7A.5 4.11 11.fl 26.9 1800 x.59 .... ..... ..... .... ..... ..... 20.4 136 95B I1.5 3A.4 Bq.S 77 3 12,8 28.q 1900 2.74 ..... ..... .... ..... 21.6 I7I 3Y5 12 1 42 3 97.5 7.e 14.2 32.8 2000 2.66 .. ..... .... iS.q 40.8 108 8.2 15.7 33.2 yy2p11 p 3.0012 .. . .. .• •.••• •••. •.. .'••. 13.4 pp00 7 117 8.8 15.7 34.2 2a00 1:71 .. :. •• ••,• •••, ,•�• ••••• 1{.0 SS:S 128 0.0 18.0 43.3 241)n 3.46 .. ..... .... •. ....• •••. •..• ••••• •.... 14:7 60.1 139 0.4 20.2 44.7 •• ••••• ••• •.. IS D 65, 151 9.8 21.9 50.6 250n3.60 .... ..... ..... .... ..... ..... I:.,. ..... ..... 2600 3,74 16.0 M 7 103 10.2 23.7 2700 3.89 .. ..... .... •• ••••, •••.• ••••. 14.4 75.6 174 10.4 23.3 s8.6 2800 4.03 .. ..... ... •• ..... •'•• ••• •.•.. ..... 17.2 81.0 187 11,0 7.3 8a,o 1990 4. 16 .. .,... •• ••••• ••'• ••• •. •• ••.•• 17.0 87,1 201 11.4 20.7 67.6 :: .. .... ..... ....: :... ..... .... 3000 4.32 .... ..... ..... .... ..... ..... .... ..... ..... iS S 9 2 7 214 11 9 al 7 72 0 1100 4:46 .... ..... ..... .... ..... ..... .... ..... ..... .... ... .... 3200 4.01 .... ..... ..... .... ..... ..... .... ..... ..... .... .... .... 3300 4.7A ••• ••..M .... ..... ..... .... ..... ..... .... ..... ..... .... .... ....: f x:7 as:3 ei:s° 13. 1 37,a ee.e 3400 4. ..... 113.9 13.9 41.9 91.7 3300 3,0•• .. ...., 44.9 98.1 moo S.1p0p .. ..... .. ..... .... ... ..... .... .. .... .... 14.1 46.0 106 8.71 :: .::.: :.:. .. ..... .:.: ... ..... ..:: .. .... .... 14.1 49.0 111 S.{ .. .... ..... ..., ee .... ..... ..... .... ..... ..... .... ... ..... .... 4000 5.'!� ..... .. .... ..... 1y�.yi1 38.8 131 -To r*WA Motion loos for vslu4s ahsr than c •Io0 sea follnwln6 choir for mnverel.,n fuVAN. Veloclll"Of Ovef 6 feet Per wand wt 69fgddomd Bond PZ411.e. 1 ((f A .own .aM/Y .x..n. .. e...._...:.......... ...�.........�.,.�_w...Y,rrr.r,.i/ .. t The gcucral Practice totl.ty is to consider a nnrnicilml w ill not solve the question of inadcynaqy� a. a single •�..'.„fir system as a sdofactory supply to sprinklers if produc• line will seldom provide a, touch at 500 gaibnss a • ing, At a reddiwl pressure of not lees than 16 poun& minute. under file roof,a tuts,of 254)gatbme a minute for light In addition to this pr)eiible inadequat of normal .• hoard occupancy and M gallons file ordinary hazard. sup),!yy the past nvorrlrr Aviv, many rortnus fires in 'ya For extra hasardnus nenge,ney special Consideration it sprui fered building, a+ having ottutrnl lReauao of a pt given to quantity and pre4sure, , valve dosed or same other darn get e1lt. fIa problem todayY applies Largely ill those Imiuetries Considering all phases of tile q Issinn there can be , Which ore outside the city limits or inside lint on the no doubt but that it is rra,.mahls to rrdnrc tits rrquhrd outer fringe of tine distrjbutiun system, Lust tiotu[II fire flow for a s rinklm,l building to a Ogum, Caneid• i A�•r the Molding tray ix of unpperirn nrnstumffmt and the rraldy lower than that ,d a simikr l+ttiltling awl oats• Contents tray mil be. extra hwuOous, these. plants are pemcy which is tint t1cinklerrd. 14owever, this vequired �p' - usaUy of such Also as 14)ju,lify classifying it as treed• lire fkrw must At least equal that speefifiriff for sup{dy 4 z. fog tilers wafer flan the SOD gallops ini irated ahnve. to this sprinkle• system, plus a rraeonable am,mnt Ir •, +c,? It is rtbvfmus fiat span the arrival of the for depart- the use of the fire deywrtmetu as hoes streams. Al , / el, form will the tire of hose lhles the +upply it) tile ei,rin• this required fire P.tit should Ile available at a rrsidunl '-; kter svrsom will he luadequisia; The ti my rt r r. tip of peewees suffwiext to give 15 pounds out the under sid¢ ,� { ...' '.• one of the hose line, if, etgprly the pti idrr .,.u•nr, of fix muf, ,h 1 T t Industrial and Other r.,dividual High Vattue }'.ulidings Fire Flow Nerpa'retl, in Gallants Per Minute :vat to rollens/rniu. , f...a-ir6t Etreed Required e Item 1. Ground aroa of bnil.fiug (A) PAA, ; 10 W)D / Tow " item 2. Ifeight ill Similes (if) Will; (Wr) 30O0 -! • Item 3. Fsp..wit, u+ and fmm the lluikfing JuJgnrrrr. 2!xsi .SOO Ttnat •%YJO - Item A. C'r(,ot !n- ftrrprpwpf or ;cnri. fireproof omitructionBalance from S, Crefln for mm•haarr.loa+ Not its C.etr.. :if of 0A7f3) .� e it.", fi. ('to.lit fm antmmatic ,jnmli:l,re in,d judgmrw - other fnnttrlite ctiviprncnt lkilance Item 7. Siva „! rx. q.;ofm,...it, Appl; aulp Add W) gal. for ritl,- .er 100,flyr p•:prdstL,u. ,. 4; SMM Tots! �gty/l �yrf'/1 - Not 8, In no:a.r 'kdl ti.r Jsvml�ly Iluan pier .:r<vdrr of fir,. ,.,. rr!lvm,lr.g; ou fail alntlu bn,c,. StAI, Itesklnal Fres:avr TLe u, uu-I ,Inat,lity dbail fie asadlabla at a taroidunl ptetsue in the t, ronxl elevatltm, id I.r.t Ir tlpan ;Ili 1.1aild , Ill t.drrrr flit laaldflig is err r(t••;1 l,,ifh 9111.,:!._: J"d opm tilt .brut w vm rr.dos fin in which gate the to liked fire flow ditifl Ill av,ul b;n al , relriAnal preserve which t ... I ! .t tl•• r .p 1�. , .l ri„ ,In u,:,4 m r� P I RU LOW `'•` Take a Building: too' x 200' (20,OOO Sq. Ft•), one storage high, located ( u in a typical industrial area, concrete structure., no sprinkling system and used For non-hazardous operation. : +�, ',, Itreflow required• 2200 Gal.on per minute (Sue "lablc 1) As you can see in Table 11 A and 'table It 8 a V pipe can only handle 1200 GPM with less than a velocity of Y" 8 foot per second with 2200 GP11 the velocities will he 14 feet per second in a 8" pipe and 9 feet per second in a 10" pipe. Looking at Table 11 B at. 2200 GPM a 12" line will only have a velocity of 6.24 feet per second, and can handle 2800 GPM within the limit considered good practice. Table I11 shows you that it needs approximately 2.8 8" lines to equal the flow in a 12" line. i .p rwircr "c„ t'.!timatc 011j: Based on Complete Project i500 I..r. of it U. I. (-r,J.) Pipe burn. 4 Installed 0,19.00 413'so.00 nt " 12(r I..F, of 12" Steel Pipa, mounting and brackets for Bridge Lump Sum 4,20U.00 3 r.aeh 12" 6ate Valve As+enblics f, Vault F, Bypass 14700.00 31500,00 5 r:ach itra Ilydrant Assemblies + Huard Posts $ 00,00 3,00U.0t1 4 xs l Each 12" x 12" C. I. reo (All FL1) 0140.UO 140,U0 "4 500 Cubic Yard Select Backfill -S.UO 1 500.0" al4t� Sub-Total 4,S4 Kash'state Sales Tax 1 l42i8 TOTAL Total Front Footage 168L.5 Cost per Front boot 10.02 Yo.ir Cost (oS7,2') f1U,518.34 t -: Based an Installation tc the end of your property. • 590 L.P, of 12" U.I. (1'.J.) ripe Furn, 4 Installed )9,00 S S,220,00 2 Lach 12" Cate Valve Assemblies 8 Vault G Bypass 4700.UU 1,400.00 2 Lach Fire Hydrant Assen*lies • Guard Posts 4600.U0 1,200.0U I Each 1211 x 12" (:.1, Too (All M.J.) 0140.00 140,00 150 Cubic Yards Select backtill 03.00 450.00 j Sub-Total 3r'e 3i7S"60 4.54 itash.Statc Snios Tax 378.45 TOTAL $ 6 TdA Ar i i My y , ixx M kl6�1. PHUJIicr "A" Estimate Only; 13ru L.i,, of 12" D.i. cr..;.) Pipe Purn, G Installed H9.00 $12,040.00 2 Each 12" bate Valve Assemblies Vault ri Bypass 4700.00 1,400.00 4 Lach Fire Hydrant Assembly G Guard Posts s600100 2,400.00 I rw 1 Each 12" x 12" c.l. 'roe (All 91) 4140.00 1 do.01) f Sub-Tot a1 $10,000.00 4,SS 91ashin8ton 5tatu Sales lox 770.00 rOTAI. S'76�2U. 717-1- �� t .► �t M Vo selcat backfitl or street restoration should be nucJad on this project, '- +�y Cost should be divided to 5O% Sternco Industrial Park 3 8,360,00 ) s 501 Glacier Industrial Park 9 360.00 PROJECT "8" (1211) s ' Estimntr Only: ! 890 L.F. 12" D. I. (T..),) Pipe turn, G Installed 0,00 5 8,010,00 2 Each 1." Gate Valve Assemblies Vault G Bypass @700.00 1,400.00 3 Each Fire Hydrant Assembly G Guard Posts @000.00 1,800,00 1 Each 12" x 12" C,I, Tao (All M.J,) a140,00 140.D0 Sub-Tota1 1.5% Wash. State Sales Tax SIMS t TOTAL bT7r_ l PROJECT "8" (8") t_stlmuto Only: A90 L.F. C.1. (i .J,) Pipe turn. 6 Installed "ISO $ (5,675,00 2 Each R" mate Valvas n ISO,Of) MIN 3 Each fire llydrant Assemblies G guard Pasts '+575,00 1,725,00 1 Each 8" x 8" C. I. lee (Alt M,J.) '+100.00 100100 Sub-'rotal a, •I 4.51 Wash, 8tat, Sales tax 405.00 TOi'AI. 7.4�� flu sulect backfill or street restoration should be needed on this project. a e i , 1 yn December 2, 1969 U.S. Pipe and Steel Company 7000 Ellis Avenue Seattle R, Washington Gentlemen: i It is my Inderstanding that at the start of your developing of Sternco Industrial Park it was agreed that an adequate sized water- line was to be installed when water was brought to your property and/ or within 2 years. Last spring a 12" Ductile Iron Waterline was installed In S.W. 43rd Street and reached said point and also the two years as agreed have expired. Our Ordinance states that no more construction cnn Bart on any property before a waterline approved by the City's Piro Chief and Water Engineer has bean InrtUled. The sizing and location have been discussed on several occasions with Mr. Carl Srernoff from your company, Fire Chief Scotty Walls, Water Engineer Ron Olson and myself. I have done some studying on this, both for present and future nred based on cyisting, proposed and/or future facilities as explained to me by Mr. Carl Stornoff and arrived at the following: Project "A"; In Oakdale Avenue S.W. the "railroad comp" have proposed a 32" Ductile Iron Wat"rmain, which also is City of Menton minimum requirement in Industrial Zoned Areas. Provisions to Install this line have already been made and the line shall Include a minimum of 2-Cate Valve Assemblies and s minloam of 4-"iro Ilydrant Assemblies. This line hould be installed and paid for by the abutting properties. v... _. _ __. .. _ _ _. + r i L , t q t ,, Ilk . yam;: ` !{L e � � 1 i - � ' pr.ae.<• c.Ws+.nKmaam -------- aia wartsw ui[w N.+it S to on"ME on kk 1 � yyy 1 r I t � FaI�P'Q4 S.IF YI[ .[.H.IED W &_ 17 '.-. ... Vu y �Y-� ". 1a■1 ++.wr.-.�.....�.---.�.�-`. _ _.. ♦ .! f J'.I -... .-C1i.^iLi�-_ .. .�C- = r t " PLAT` 5 W.Y.4 A) ! 11(( ! eyQp GLACIER PARK CONPA%V `�- SII m I lllyp51N. MASTER PLAN OF iMPRQYEYE ITS sue! ORILLIA INDUSTRIAL DISTRICT , p, g �. ..: ... «-.y .„ ,...e.,. . . ,. ,... .. ,� . ..:..�.:. WATER DISTRIBUTION �4% r Y N LEGEND �� , !4 's EiR79bL 1YK110n0 VIA"4 N{�c --- _ 14.'QA4 .. t 1 fl UAL.. 1 f ^r . .Ef. ;-E 8 YiI�I�S G 1�6�IPti� . MASTER I I �iLACiER DARN COMPANY TEli PLAN 4F IMPROVEMENTS ` " . ' �+`r��s�o� ORILLIA INDUSTRIAL DISTRICT :s „.,_„ .,..,. . ... . ,.. . ......,.. �- ^-r \ f i VI Owl"smm- ' � t:777, is aAat�p+Y■. ---------------- ka— t� l t i I1, •gffi $ LF. !a .- ,r `1+ 1 • f ---�__ _ - --- 1 I ` 4 � it f 101,.,V4CRCS ItCf T Cl- -- i . s . • .' \ ten.-.. / tit ___ +r Lfl .' vPe.fr a�a: /'- . ••.. rf �" 'fir �` _ .�_a,.. -• � \ �� 4, .'�I'i :._a. PLATE 6 GLACIER PARK COMPANY =IMIASTERF IMPROVEMENTSORiLG_IA INDUSTRIAL DISTRICT- .,EW'ER PLAN r I'arnl if.�l ti FLOOD CONTROL ZONE PLICATION NO.-- C.I . DatcKt_ .Januar! 7, 7.37A _T� TO THE DIRECTOR DEPARTMENT OF ECOLOGY 0� 335 General Administration Building $Za JA9 AN9 Ppg Re£. No. 21.537 Olympia, Washington 08501 IGy11 , (I)-APPLICATION is hereby made byj)Eftie Not 11 Tole Phona C ny ^ - 416 Occidental Avenue South a,ratwaaal.enrpurm,un.tta.) � 1 of-A.,tittle, Washington-_9810N A_....._._.._, for permit to..._...conatruct..... ,,.,,__..-and thereafter operate I (Po$mrt'q addreu) (Centtrurt,reconatruet.readily) (2) a buried telephone cable and (Nature of works: bridge.dike. road. matmaat, bt!glnQ Warka. Y.ravelave:P1A,CU:J (3) to be known } (Nita»of walk$.$truetutes ar knproYemliel.) (4) located in .. _* ..____...._.....NW Section.._._.36....,., Township._. ..grid North, Range.... ... ..__ (E)(W).Wltf., I N!i NW A,It, f SW l,3rd e , Renton, WnsF.ington . __.._._........_.._Str......_ et . _......._..._.... grid .. ...._......._-..._.._....... .... ........_......—....._....._._..._....:.._.____......... �...�`.�._.... 1t,a1<caunn wd0 ,dernue W ,uarest town or well known mrolttY7 (5) all or portion of which will be located upon the banks or in and over the channel or over and across the Green River a tributar of..................... Good plain of............. ...__..._.._....,....__.._ride.--_._...._._. _., y ,...__........._....,.._.......... _.f ..._•__ _ _ _, (Name of$!seam er WaY of Water) (N:.ma of Nream ar body et water) ' in...._.....Green River Flood Control lone (6) This permit is sought._....... ......._ .......... _._._.�_....___..._...... tin petpetuur; of,if ten,parary,state number of ye•.n) Deftnile location and plan of the prop r 'd works, structures or improvements are shown on attached shectsnumbored_ .. i..............to_. ,_..._'..,_.......inclusive, whichnre parts ofthisapplication. vithin three (3) days (e) Consbuction will commence _.__..and'witl be completed fIrm eFpmvei_gf_.._ IUate) permit/paw (9) Remarks; ............................................................................._,..._....__._...._......._._....._.. ....... .... PACIFIC NORTHWEST BELL TEIEPi1011E COb3'A:IY __....... ........ _... __ _ _.._.. ........ SEE Rl:v"M:slur FOR 1%MTRUCI I"Ns (Appb... By_R W SI upe-visor ....... ..._. n. k ✓ �d Ir. li .rt by d A t ...L � 7tgee.n me I (� -- )'au.: .. .. _ _. .... .....__. _ . .�_--. ,eerie. —„.___........_.. .._..L_____ __ ..grid... ..._. .... . I LAW OEFK'ES KITTO & MILLER FU.UUX 1144-222 WEST MEEIIEA 'AMaa A.MILLEA KENT.WASHINOTON 9=1 AOMAT W.NITTO 7ELEF 01%1E UL 2-31M December 24, 1973 Mr. Ronald L. Olsen Utilities Office Engineer 200 Mill Avenue South Renton, Wa 98055 Re: Your letter of December 13, 1973 Dear Mr. Olsen: By this letter Drainage District No. 1 of King County, Washington extends to the City of Renton permission to make your sub-aqueous crossing. It is understood that this crossing will be made in such a manner as not to interfere or change the ditch in any wa• . Ic is further understood, that the water main will be installed in such a manner so as not to interfere with the functioning of the drainage ditch. If you have any questions whatsoever, please feel free to call . v truly yo s, oe � 'W 1 ,! JAMES R. MILLER. JRM:gb cc: Drainage District No. 1 of King County LE DEC 943 Ito PUBLIC WORKS DEPT CITY Of PZNTON LYW Jf -ICE$ KITTO & MILLER P.O.DOY 11"-122 WE$'MEEKER LAMES R. MILLER KENT,WASH]f lGTON 99031 RORERTW KITTO TELEPHONE UL237W December 19, 1973 Mr. Richard C. Houghton Utilities Engineer City of Renton 200 Hill Avenue South Renton, Wa 98055 Dear Mr. Houghton : Mr. Pat Hogue was in my office today in regards to your proposal to King County Drainage District #1 . !fr. Hoguc has given me authority to approve your proposal to the district. I have ,Just recently begun representing the Drainage District #1 and I do not understand all of the terms the various city engincertng departments use. In the second paragraph of your let'-r you state that the crossing would be "valued" . f, at your convenience, you would either write or ce me and explain the meaning of that teen in the context which it is used, it would be very much appreciated. After you have educated 1.1, I will write a letter of approval as soon as possible. Very truly J, o ,� JAMES R. !IIL ER JRM:gb r :.uguat It, )973 To: Wes Crewe, Acting Suil-']ng Lirector From: Hon Olsen, Utilities Office T-nginser It has ome to sty attention that Mr. Stereoif is about to develop another building on his property - Stcrnco Industrial nark located on S.M. 43rd Street. Mr. Sternoff, the rest, has cnnatructea several buildings in this area wlthcut proper fire protection or.i domeetic supplies. In each case he has received building Ier.aits to construct these buildings without rt-per water s"lply. This new lrnjosal t-r a building also will tequiro fire hydrant and rropor water services and it is hore<: that your eapartment will he aware of the fact that this area i:as water supply defici- ency and that no tulleing permit will he issued for this new building until the water supply probime are solved. R1.C,rip t t (X Y 1, pE�{ L r r , 4 V T%6t/ 11 • �opm ."i*car* CN IY GmryM.ive Mpa of Pir,imdan piemH<n['nd.r Id,ni�nd Q= �_ q'.- C1lkne pn nlneh 1)e: IhNnel<r F.<p ph no An winch uW In 57 4dw pipn A 10 inch gm m e utl b p 1 4dnn4 ppe< 11 1 Y a � { 8 d 1 T a rp 10 lx 1{ is is 00 xN In a 6T 1 I — — 9 1 6 1 { ?x 2.1 1 6 M1_ 98 8 �f 7 I 7 ISf -� N T 13n 22,8 a3 •r lx.1 I s a 18r— 'Jx 117 T Z i r1 23 {a Is.E 7a N.3. 10 alb DL9 x8 a. ._p9 —h T' _ � t7 ' I d I { Zx8 171 av� l7 <.�I 'a—p 23 —Is i F TN7 IW� 8 n I IPe <] 'J IN i� tis L1 y IN,T Ti_ 7y'f 47 17 `{,_ 211 7i f 9'r zl'n i 1'w !•"ilA n+T Inl i31k e1 He zl —i1 E., 's �x f I t—i{ I i !e ^��r A"i 1 Ii' 3.{ —' 9"a z 1 n 'tY I ` 1 &dr as { Tz7 Irl dff a$ rho t§ i{.x 1 a. 13" I m zEi` v i�r a _'Lz S 17, 131 8'�"`f 1',t Pax s3 aa� �a <u$ v:7 Y: A7 44 3N- .. f tan INl <RI 41 3 ''</ 1+).N TA a_ {1 —_z NAY { SPA 1! Sb ra . oN /1 of !' 757/x•/ if b j FRICTION 1A158 PFR IM FEET OF PIPE 1 Computed with flazen-Millyn9 slide N:e for-C "190. ! lincb ii�mr --T-- $-inch �e•l�en -_ Winen Vet. Frletlnn- Vrt. Friction V.I. Friction Vei Friction Vrl. Frfrllor - I G.P.M. M.G.D. Ft. sec. Ft. 1"t Ft• ' 8rc. Lbe. Ft. Wc. Iba.- F't, Sec. Lbe. Ft. Src LbB. Ft. I :r l,ns. Ft Soo .72 1.42 .48 L14 1.04 .23 ^.54� 80 .1T 28 63 .07.Ili .51 .04 .OJ 600 .64 1.70 .69 1.6 1.25 .33 .76 .98 .17 .39�78 .10 22 j .61 .Oil ,I3 700 ` 1.01 1.98 .91. 2.13 1.46 .44 1,02 I 1.12 .23 .521 .88 .13 .29 .71 ,(M .19, 4 SOO 1.15 2,27 1.19 2.73 1.67 .5.1 1.28 1.28 .211 .67- 1.01 .1 .3A .82 .In ,N 500 1.30 Z.55 L47 3.40 1.88 .69 1.60 1.44 .38 .R1 1.13 2 .47 I .92 .12 1000 1.44 2,84 1.78 4.12 2.C1 .94 1.94 1.60 .49 1021 L2R .2'i ,S7I192 .15 .'t9 1100 658 1 3.12 2.12 4,90 2.29 1.00 2.12 1.74 ,53 1.'22 1.is ,2J .RR 1..12 .18 Ai 1200 1.73 3.40 2.51 1.8 .50 1.18 2.12 l.ul .62 1.431 1.51 .3G .90 1 1.22 121 As 1300 1'87 3.6J 2.99 6.7 2.71 1.37 3.16 2.07 .71 1.641 1 94 ,40 .93 i l.33 .14 .S9 7100 2.02 3.98 1.29 7.6 2.97 1.6b 3.80 2.23 .81 1.80 1.': AG 1.UU 1 1.43 .27 ,63 1500 2.16 4.26 3.81 9.8 .1.13 1.77 4.1 1 3,39 .93 2.14 LAO .52 1.11 .' 1..53 .31 .72 1500 2.30 I 4,54 4.27 9.9 3.24 2.01 4.64 2.55 1.05 2.43 2.02 .,59 1.27 I I.G3 .35 .81 1700 ...4R 4.83 4.77 11.0 3.54 2.21 5.0 2.71 1.17 2.71 � 2,A .61 1.53 1.73 .40 .92 1900 2.59 S.it 5.32 1^.3 3.75 2.49 5.76 287 1.31 3.02 2.27 .74 1.70I I.A4 .44 Ln2 t 1930 ?..74 5.39 5.88 1.1.6 3.98 Z.77 5.i0 3.03 1.41 2.34 1 2.39 .81 1.OR 1.94 A9 1.13 ^000 2.88 5.67 6.4.5 14.9 4.17 3.05 7.05 3.10 1.59 3.67 2.52 "•0 2.01 12.04 .54 1.24 2100 3.02 5.98 7.00 16.3 4.33 3.33 7.70 3.35 1.79 4.00 2.64 •° 2.24 14 .SU 1 95 " 2.A 4. . f v 2400 3.46 C.81 9.06 20.9 1 5.00 4.26 9.95 3.83 2.22 8.14 i 3.02 1.26 FA 2.45 .75 ].73 2500 3,60 7.09 9.78 22.6 5,21 4A3 Ml 3.99 2.40 5.541 3.'S IX, 3.12 2.55 .81 1 87 „ 609 3.74 7.34 20.5 4.2 5.42 CA 11.4 4.15 2.57 5.95 3.17 1,1 3.35 � 2.65 .87 2A3 2.1 2700 3.88 1.bR 11.2 20.0 5.69 5.32 11.3 4.31 2.76 6.3R 3 40 1.55 3.59 1 2.75 .94 T 94 12 9 27 8 1 5 R! 5 71 T • 7 2 9A R1 1 11 1 (A 133�-' i y .. i 3000 4.32 I' .31 117 3! 8 6.25 6,11 14.3 4.79 3.35 7.74 I 3.78 1.8+/�37 3RG 1.13 2 F t 3t00 4.46 6,80 ICS 31.5 6 46 6.i0 15.7 495 3.56 8.23 1.91 2.00 9 03 3,16 1,2d 2 71 7 1200 4. 1 9.1-7 15.4 35.6 6.60 7.23 19.7 5.11 3.78 9.74 4.03 2.13 4.92 1 ?.26 1.27 2.94 3100 4.73 9.36 16.3 .17.6 6.87 7.06 11.7 5.27 4.01 3.26 4.19 1.26 5.22 3.A L'S 9 11 1. 1 34ro 4.90 9.64 17.2 39.8 7.rb 8.14 18 8 5.43 4.'14 9.6n 1.28 2.41 S.PS 3 47 1A3 3.301 2500 5.04 9.93 1s 2 42.0 7,29 8.57 19.8 5.59 4,46 10.3 ( 4 41 2.54 5.84 1.57 1.51 3.48 MOO 5.14 10.21 t9.2 44.3 7.50 0,01 21,8 $.^.4 4.72 10.9 4.53 2.SO O.IR 4 67 51, JT7 t 3100 5.33 WAS 20A 46,5 I 7.71 '�.48 219 5.90 49T 1L5 I 4.G6 2.00 6.4F 3,78 18'! 380 3800 5.47 10.77 21.2 4tl.S 7.91 9 96 23.0 6.06 5.24 12.1 I 4.78 2.93 0.79 7.0i8 1.76 4. 06 1 3900 5.62 11.06 22.2 51.3 1 8.13 10.5 74.2 6,22 5 40 12.7 4.c1 3.e+ 7.11 3.08 1,94 4 M 4000 5 78 1 11.34 21.3 53 8 I 8.33 lif ?,.4 1 4,38 5.75 13.1 6.03 3.21 7.45 4.08 1.93 4.46 4100 5.00 11,63 24.4 5G.4 8.54 11.1 '4A 6.54 6.02 13.9 9.10 3.38 7.80 4.18 2.01 9 67 1211 6.05 11.02 23.5 59,0 8.7.1 12.0 27.8 6.70 6.20 14.5 3,29 3.53 8.16 4.28 2.11 1.88 1300 4.19 is lR 26.6 61.6 Me 12.6 29.0 � 6.89 fi 58 15.2 .42 3,G9 6.52 4.39 2.21 5.10 4r00 6.14 12.47 27.8 64.2 1 9.11 I3.1 30.3 7.02 5.86 15.9 5.51 3.R5 6.NB 4.49 1.31 a31 4500 6.48 12.75 28.9 66,11 1 % 7 13.7 31.5 i 7.15 7.14 15.5 5.68 4.01 9.27 :4 5+ 2.41 F.54 41,00 6.62 13.04 10.1 0 5 1 9.58 14,2 12.4 7.34 7.45 11 2 5.7'1 4 18 9.46 4 fin 2.51 5 8^ 4700 e.77 13.32 31.3 72 3 9.79 1.418 34.3 7.50 7.71 11.8 5.92 A.97 10.1 4 R0 .Fil B,u4 + 4800 6.91 I Mel 32.6 75.3 lO.On 15.4 33.8 1 7.66 8,01 18.5 1 8A4 4,51 1G.6 4.00 .71 6.2'7 4000 .00 13.88 33.9 78.1 10.21 MU 37A 7.82 9.36 19.3 � 6.17 COO 10.fl 5.00 2,41 G.50 5000 1.30 IC 17 35.2 81.4 1 10.42 ICA SR,3 1 7.98 a." .0.0 6.29 4.95 11, S.)0 2.02 6.'/4 ! e 1 5irM 7.02 15.58 41.9 90.9 1 $1.4{48 19.9 45.R 6.78 10.3 23.8 6.92 .91 13.4 5.61 3.49 6 05 G000 e.64 17.00 49.3 119 IZ.So 23.2 50 6 I 9.57 12.2 28.1 7,59 GJ" 15.8 I tl.I1 4.10 0.46 G50A 9.39 18.13 57.1 133 13.54 2A.A R1,0 10.37 14.1 32.8 8.19 7.97 18.3 6.61 4.72 10.0 1 7000 10.08 14.85 65,8 152 114.56 31.9 71.4 I 1117 16.1 37.2 I 8.82 9.10 71 0 7.It 5.10 12'5 4 7500 1280 .. .... 15.62 35.1 81.2 f1.47 18.4 42.5 9.45 10,6 ^3 A 17.65 4.19 •4.3 G0r10 11.52 .1.. .... ..,. 16.08 39.9 92.0 + 12.76 20 1 41.8 10 UA IL7 21.0 0.16 8.91 16.1 8500 12,24 .... .... .... 17.70 44.2 IU2 13.56 23.1 53.4 10.72 13.1 30.3 'R 67 7.83 14.0 8000 IZ 98 ... .... 19.74 49.3 114 14.36 25,7 50.S 11.34 14.5 33.4 0.19 r„73 20.1 9:.00' 13.66 .... .... .... IB.78 54.6 420 115.16 2R.5 85.8 11.97 10.0 37.,IJ 9.59 9.bll 22.2 �- _ -.._-..._._._ 4 I -To oGtaln Mct1es 16A8 for values other than e ^IM see f0119win6 chart for conversion W-Ors. v Velocltlee o1 over 8 feet r"eewnd not considered anod Grneuce. +e�ae-caessnse�.�etwu.-:-arvrr-�.:-r.+-srz••a-•...•^.-sa ors•-_�'•rme'-+.+•..gym:�a:�+rraroKws r ' r f� Fmc MN L.OM PF.B 1000 FFTT OF PIPE CnmputrA elth Ifuzvn-wll W's elide talc for InO__-__ Wh .� ---- Yel. F'rldlon Vrf. F'rldlon Vol.� Ft!dlon Pt F71d1n] �. MellonD.P.M. M.D.D. Ft. Ft• l b9... 3.8 .8 .4 .9 ... .. .... .... .. .... ..... 2S .A36 1.1 1.8 .:� ...:� .S .... .... .. .... ..... SO .072 2.3 .9 13,7 I.J 3.4 .. .... ..... 100 . I4 4.5 21:4 49.5 2.6 .3 12.J 1. 1 .7 1.7 .. .... .... . .... ..... I50 .213 6:9 46 109 3,fl 11.5 29.0 1.7 1.8 3.6 .... .... ..... 200 .208 9.1 77 174 5.1 19.1 44.0 2:3 9.6 E.1 250 .360 11.4 117 279 6.4 28.6 06.5 2.8 4.0 9.2 1.8 1.0 2.3 1.0 .3 •B 850 .Sn4% 15.9 216 MO IM a.9 52.7 124 4:0 7.5 17.2 2.2 1-9 �.8 4.2 1:4 :6 1.4 "5*'„ + 40� .a'fi 18.2 282 650 10.2 69.5 160 4.5 1.9 27.2 2:9 2.9 5.4 1.a .8 1.3 1 •5 ,848. 20.4 348 N00 11.5 u8 198 S.l 11.9 27.4 2.9 2.9 R.tl 1.8 1.0 1.3 f 2.9 l04 240 5.7 14.4 33.3 3.2 3.9 8.2 2.0 1.1 2.0 550 .792 .. ..... •.••• 14.0 123 288 G. li.3 39.A 3.5 4.2 0 8 2.4 1.4 3.3 S y� IS.3 147 338 6.0 20.2 46.8 3.8 S.0 11.G 2.4 1.'f 3.9 4 ¢, 600 .938 ,• .... tR.R If; 390 1.4 23.8 54.S 4. 1 5.n 13.4 2.7 2.2 4.5 n „ 700 1.O1 .. ..... .... 11 B 103 44n 7:0 27:61 62.5 4.5 C. 15.4 2.9 2.2 5.2 ( � lA,t 221 510 B.S 30.0 70.5 4.8 7 8 17,5 3.1 7..6 9 750 1.tttt .. ..... y ° BOD 1.15 .. ... 20.4 250 M175 A.1 3 .5 T9.S S.t 8.5 f9.6 3.3 2•B 8 1.22 .. .... 21.7 280 645 9.8 N.A 89.5 5.4 v. 21.0 3.5 3.2 7.4 t 23.0 310 715 10.2 43:2 09.5 5.T 10.8 ?4.4 3.7 3.5 8.2 900 L1. .• .••„ ,,,.. 24.3 342 790 10.11 47,2 309 8.1 11.7 27.0 3.9 3.9 9.t 1(lnn 1.44 .... ..... "• ""• I1.1 62.0 l44 7.0 11gS.�p7_ 15 4 4.S 5.2 My .... ..... ..... I.... ..... ..... 12. 02. l4 1 _ 21 G&-_.TL-I0a7L f 23 8'. 23.f 8:1 is: H00 2.02 ,lam .... .. ..... ..... IB.B 90.8 2 :0 5.7 ( i 1500 2.18 �� ..... .... ..... ..... I 17.0 110 2S8 9,0 30.3 ' .n 8.1 0.3 23.6 I/i00 2.30 �.... ..... .... .. ..... .III 1125 2B9 10.2 3D.N �•nfl,q 11.6 28.91700 .4S .. ..... .... .. ..... . 3 140 32J IO.N 34.4 70.5190U 2.59 .. ..... .... .. . 4150 350 i1.5 3fl.4 Ofi.S7.3 12.9 2A.6 IaOO 2.59 .. ..... ....: .... 6171 395 12. 1 42..1 97.5 7.8 14.2 32.9 2000 2.88 .... ..... ..... .... . 12.5 45.9 103 8.2 15.7 J6.2 fU0 3.02 .. ..... ..... . . IJ.4 SB.7 117 ,0�,.5�Ig7.a .38,.�T 3300 J.71 15.3 RS.S 131 9.8 21.9 57.6 2400 3.46 .. . ..... ..... I .... .. 18.0 T0.7 ]0J 30.a M 5 54.8 2300 3.74 .... ..... ..... .... ..... ..... .... 58.8 yF,nO 3.74 ..... ..... 17.2 01.0 187 1 i t,0 27.5 ••.• ..... 17.2 B1.1 201 �11.0 20.3 1300 3.03 .... ..... �..., .... ..• 17.9 87.1 214 11.9 31.2 72.0 2.0 26b0 4.03 .... ..... ... •••• •••� "' "' 18.5 91.7 214 11.D 31.2 72.0 2900 4.16 .... ... . ..... . .... .... ..... I12.3 33.2 76.6 3000 4.32 �.... ..... ..... �.... .... .. ..... .... .. .... ..... i12.7 35.3 St.5 31fq 4.M ., ..,. .. .... .. .... .. ... . 13.1 37.5 96.6 7200 1.61 I;... ..... .... ..... .... .... .... .... ..... �13.5 39.7 91.8 3301) 4.13 4.00 .;.. ..... .... ..... ..... .... ..... .... .... ..... 13.9 41.9 96.7 •"' 14.J 44.2 102 3500 5104 .. .... .... ... .... .. .... .... 14.7 46.0 109 3fi0A 5.19 II . . ... ... ....... ..... .... ..... 15.1 49.0 113 Is.5 518 Ito3TOn 5.33 I5.9 54.2 125MOO 5.47 .... ..... 2900 5.62 II 4000 S.T .... I8.3 58.8 131 -.- { 07a Obtain frlr.Uon Inge f,rf vafuc]ntber than c •inn er••fullnelna cbmt for COnvsmmO f9d0ta. 1 Velocities of over 8 foes t nee St. mg COratdefed e0ud Practice. 3 Y � + ( I F1 j d„ The geucrs.l practice today is 1, con,W-a a :,:turcipal will not solve tic gnr:.tlon of a+ a sings,: 9ysteol al• a c:dldarinry enl:ply to sprirr b,, :f prod.:c- It,v will :mldn6l provide as tu•loi a: 5C/1 g:dimu a iug, at a rc.:ide:d presvrc •.f fli t itr: :hn:l 15 pnnul> ta:u:t:c. I file rvuf,a Gov of 2-41 gal'-m,a w:;i_tc f a l 01! in addition to ti16. roseiLiC ins drry-.laey of nnnua) hazar•.1 eccuiWnry all I itN1 :::::'!r+ fur , rdi;::.ry ila7ar'1, supply tic past rl,or, t .1rm rtmit, zerl„,s fires ill For extra hatanlou> ,•I"•11':.11gy spt•cial c')nI dcc+tion is cp(ullacrc•i mild::..,.. :., h.n i;„ r,ccurrrd la an e of a given to gtuntity InA pi,-one. , Valle chid it „ ' 1'r -'•::.egen.••at. The proltlem tot!,) 1 r I Ir It In tl -r I t il, v s Cnn Idrn I, i ' I . silud, are outside Ohl ' i it r I ' OV ru II tllr Il., d- 1 k r it out r fringe of tic. tt. •n t m I I y:, r I I 'I u t -, 11 le 11t lr .I r the haildina m1. I-, i, Irr.nr rr: tr to ,he .-"11't k t r1 ;'.:•r :i a ..tr bn P' t ; rµ'cu- � coninis may lilt Ix ex'Ia h . .' 111v" 1!,el._ irr p:a::rr whl;ll W,1,:al. llnwr„•r, 11, 1, j'n;vI �' usually of s•tclI A!I" rs to pl 1, r'9 ttu 1 I, ncc I • IV flow inert ?t r t,lwl tl at I'mrnd fin s:•pl,h ill,- lilm a natrt Omn L!I'. !OD ...11 I t { ::. t' 1.1 11 n i rt, ',-$i tr !rlI, rill '"Ir w;1"tim : rr It i!, ol.t•;nns tint nip tl ,.J 1 1 , d �,u, ll � ; r nt t1:r , L:::n u - ,. hn.r Weil.,. Al. r men:aw! ;hc l e of lu>:c rr; �: ,l: u. ti. .r rin- till. r. r,'' Lr, �,' i_ at.u:: l�; r:t a residu,d I I kIr sesirn will I•e fined.^nllie. TFr• o �,,,•:: .( ull if fnr.:;11 . :1:.6 n'. t � ,,^,:te 15 pwi:'.!, on 11',I under ,fide one of lie Iwse licv, U" .a1.1•iy ILv •y: :'.!a' •,^:; of !i ru.f, f �c7f�G/ L j Industrial and Oth,r Individual W,,h Value ltuildingo t Firc View Itcguircd, in Gallons Per Minnie i ,1'nt to Gall,WI Mill, /'nnun61 Ii.rrrnl /i.yni,r•f ]font 1. Groutnl a .1 of ir••Dlln" (A) 10 hem 2. lieirht in Stones (11) Fool< (147) 31106 Item .3. f!rpu+lice to find from the lluihling itrdgnlcnt 2f1�f/ SOD. .._ Total ......... __ .__ . . . ..... .. . . _. ............ .... .... ...._. . S'�CY70...,....... Item 4. Credit for firs•Isrurr or scu:i- \ot in riles, of iy�fi fireproof ojostrlmti,m };i 0 2-1-3j Y Item 5. Credit fir inn-haTltc'nn Ni,! h c;,Ya W a^- • .,iF Balance ftc,n 4. C'7cd'rt ir.r allrm .. ;a r, ! ,. . nsd Judguml,; 3Cv,Yl -- ' r Other prntcdltr. e,1;1 IRtlance .. ...:....__ _. _. ._ .. . . . . _ - . .. .................. llem 7, SIN 'If fn: dcl:,a,unu':: Al 1. ..I . A•ld rtAI .ra for cilir. •rccr 1(7,r(Ygl 1 It ,G, r r. 11 50117id r:. I 2C )0) .I. Total _. ........ item S. 1u no ere I',.: .than the nunlirtF Uf li:.• pny r,r: rr Ii lndt::•p UII lfr l alai.) liwt• :t", Itrxlufual I'resume: Tier rrguiied gnantuy sl+:'l I 1.alht',!c at a ill he a 1I;:. 6yu:ed fer t01110 Ckvittlon 01 11 1 1, Y thdtl 110 pool d ra:,y t v,11r r'e Iht 1 l ri 1 is ul 1 ,d tt l �.; •�.natk 1 ❑rlder lepmdem upon fit, ilistrshalltal main for .q:i dy pI which c" O:a lakuu ul !lie : sidilal Ilm"tre, which will corrc•p,.m l to I� p�j;ll 11, on the IV line of Oc spriu61. FIRI.r•LOW Take a Building: 100' x 20), (20,000 Sq. Ft.), one storage higi„ located in a typcal industrial area, eoncretr structure, no sprinkling system and used for non-h .-,ardous operation. Fireflow •squired= 2200 Gallon per minute iM,Yq (See Table 1) As you caa see in Table 11 A and Table II B a 8" pipe can only hundie 1200 GP31 with less than a velocity of "�k 8 feet per second with 2206 GPM the veiocitins will be ,,. .y, 14 feet per secvnd in a 8" pipe and 9 feat per second in a 10" pipe. at " Looking at Table II 8 at 2200 GPM a 12" line will only have a velocity of 6.24 feet per second rnd can handle , , o 2800 CAI within the limit considered good practice. Table III shows you that it needs approximately 2.8 8" lines to equal the flow in a 12" line. .^HL+6eL�l" r PROJECT "C" Pstimate Only: Based on Complete Project h 1500 L.F. of 12" D.I. (T.J.) Pipe Furn. 6 Insta:l.ed 09.o0 $13,500.00 ',- 126 L.F. of 12" Steel Pipe, mounting and brackets for Bridge ; ,w LUMP Sum 1,20U.00 ti 5 Each 12" Gat,_ Valve Assemblies G Vault 1i Bypass (4700.00 3,300.00 5 Each Fire Hydrant Assemblies + Guard Posts ,600.00 3,000.00 t 7aw 1 Each 12" x 12" C.I. Tee rAll MJ) ',140.00 140.00 ` te ,k•. 500 Cubic Yard Select Backfill M.00 1,500.00 Sub-Total $25,840.00 4.S% Wash.Stati Sales TaA 1 162.80 -"`- TOTAL 2i,002.8U Total Front Footage 1685.5 Cost Per Front Foot 16.02 Your Cost (ti57,2') $10,528.34 ' Based on Instullation to the end of your property. 580 L.P. of 12" U.I. (T. ..) Pipe Furn. 8 'nstalled -9.00 $ 5,220.00 2 Each 12" Gate 'valve Assemblies & Vault F, Bypass 9700.00 1 .400.00 2 Each Fire Hydrant Assemblies + Guard rests @600.00 1,200.00 1 Each 12" x 12" C.I. Tce (All M.J.) P.140.00 140.00 150 Cubic Yards Select Backfill 13.00 450.00 Sub-Total $ 8,410.00 4.5% Wash.State Sales Tax 378.45 TOTAL $ 8,788.45 1 1 � r r Is! S 4y'xx o- rq, PROJECT "A„ S Estimate Only: sl . Pi• c Furn. B TP"tal led !9.00 S1d,000.00 `�� t k 1340 L.I'. of 11" U. I. (T.J.) Bypass r1700,60 1,400.00 L a , „w9�.� yd 2 Each 12' Gate 1'alve Assemblies fault fi B a,s 14600.00 2,s00.00 ' 4 Each Firc Hydrant. Assembly b Guard Posts 1110.00 140.00 1 Cach 12" x 12" C.I. Tee (All hW, 516,000.00 Sub-Total 4. a Washington State S;11' 3 720.00 •k �a lax _ TOTAL 5I6,720.UG a• u,w tbis project. Vo select backfill or street restoration should he nec.ied on $ ,0C Cost should be divided to 50o Sternco Industrial Park 8 360.00 50= Glacier Industrial Park $10b�— PROJECT "B" Fstimate Only_ ,,J•00 $ B4O10.00 {{ 890 L.P. i.2" O.I. ('r.J.) Pipe Purn. ; Installed 1,400.00 0 700.00 2 Each 12" Gata Valve Assemblies Fault tj Bypass 4600.00 1,800.00 S Each rire Hydrant .Assembly G Guard Posts 4140.00 140,00 1 Each 12" x 12' C.i. Tee (All v1.J.) 11,3ST 00 Sub-Total 510.75 4,51. Wash. State Sales 'lax SI 86 S TOTAL PROJECT "B" (8") i:stimaty Only: 7.30 $ 6,675.00 R90 L.P. C.I. (T.J.) Pi.pe Furn `; Installed r3d50.00 500.00 2 Each 8" Sate Valves �:575.00 1,725.00 3 Each hire Hydrant Assemblies 4 Guard Posts ?10U.00 160.00 1 Each 8" x 8' C. l. Tee Gill M-J. ) $—0 9,00•( 1F Sub-Total 105.00 4.50, Wash. State Sales Tax $ 9 805.00 . 'rOTAL i- No velect backfill or street restoration should be ,ceded on this project. r p r " Page 2 Project "B": As earlier discussed, this line c ,n be an 8" Cast Iron Line but this is based only on existing facilities. Any additional dcvclopc,ent in Area 1, Area 11 anu /or the north portion of Area III would change the fireflow requirement and additional lines must be carried in to these Areas. To be able to explain this more clearly 1 am enclosing some calculations based on fireflow tables set by Natiural Board of Fire Underwriters. With any proposal of more facilities an your property I would highly recommend that a 12" line be brought onto your property for future extensions toward a loop in the system as developing occurs. This line should be a 12" Ductile Iron Line, including 2 Gate Valve Assemblies and 3 Fire Hydrant Assemblies. { Project "C": P,ans are already completed for a 12" Duct... Iron Line n . 43rd Street and the cost of this will be carried by the properties with frontage to S.W. 43rd Street. Our recom- mendation based on your obligation and cost would be that you install this line to the end of your property in the near future. (See estima.e). k t ,• The enclosed map is our recommendation for water service and faro- protection in Sternco Industrial Park based on existing and future faci- lities. I would suggest that you discuss this with your engineers and Fire Insurance Company, and when you have arrived at a conclusion contact ` this office for approval. Based on experience from bids on waterlines i for the City the prices have recently been approximately 10% below what we had last summer and winter, so we recommend construction of the waterlines at your earliest convenience. Estimates are based partly or. this. Thank you, f Leiv G. Erikson Water lingineering Department LGE:m Enc/ Map Estimates Fireflow t ou slid steel k 7U61 Ills Avenue s+"� ', ^_, W'rsbi.tratun R er F f t is my indorstanding that at cho start of your developing Sterneo Industrial Park it was agreed that an adequate sized water- line vras to be installers when water was brought to your property and/ ir within 2 years. Last spring a 12" Nuctile Tron Waterline was installed in :%W. 43rd Strcot and reaches: raid point and also the two years as agreed have a ed. Our Ords,.�ice states that no more construction can sari on "y property before a waterline approved by the City's Fire Chief and Water. Engineer has been installed. 1 The siring and location have been discussed on several occasions with Mr. Carl Sternoff from your company, Fire Chief Scotty Walls, !:'atar Engineer Ron Olsen and myself. I havo do;:e aomo ntudying on this, both for present and future need based on axistlug, proposed and/or future facilities as explained ,u me by Ar. Carl .S critcff and arrived at the following: Pro ooct�"n.'t: in Oakdale Avenue S.W. the "railroad comp" have ' proposed a r2" "ctile Iran Watormatn, which also is City of Renton minlmtm requirement in Industrial Zoned Areas. provisions to install this line have already been made and the line shall 1ncl.ueu a minimum of 2-Gate Valv. Assemblies and a minimum of 4-Fire Hydrant Assemblies. This line .<hould be installed and t p-ild ?or by the abutting properties. Vl, OWNER. it':: ui fi Y run: q cs in Pr^sentat:vu and awploy, injury or ::i:_,k . :.,,•- damage eithar to, person or property which may occur or arise front cons° Cabo . work under this contract, including the supply'.. of Loch materials and Labor, Contractor shall hold harmless and the OWNER against all claims and snag indemnify and repay them for all expens^s, damages or losses resulting from or al ',. to be caused hY any act or omission of Contractor. , it's employees or i . ,tray Arise from the construcf.ion work herein contracted for, gents, wh�.. V11, the Contractor, for itself, it'.^, successors and assi.pns, and the OWNE:i. itself, it's successors and Aastgns, hereby agree to the full performance -,- covenants herein contained, IN WITNESS WHEREOF tie CONTRACTOR and OIdNE tsar. R Nava ?z¢rcurr.� sot clie t.r. 'a-ru: the (JAY and ve.nr f 1 -sa above vm?t+.:en. 'I . '."ANJ' COJIJCCTO CONSTRUrTTION ro.mpAtiy, . . Con t7lfn l:o! '!'FF.NOFF MEL'AL CORPORATION, .< OR 1- 'r Vl, OWNER, it's officers, reprener.tative and employees shall nor he IAab Le for an injury or damage either to person or properCy which may occur t lon or work under this contract, includin t y labor, g he supplying °r arise from constn¢- Contractor shall hold harmlosa and defend OWNER of boric materials and indemnify and repay them for all expenses, damages or losses re all claims and shall to be caused by any act or omission o oases resulting from or alieged it'may arise from the construction work ohereinrcontracted sfor. sea Y or agents, which VI1. The Contractor, for Ltaelf, it's successors and assigns, and the OWNER, for r` itself, it's succc:'sors and asntgna, hcrob s.covenants herein contained, Y agree to the full performance of the k IN WITNESS WHEREOF the CONCRACfOR f., the day and year firs[ b and the O;dtJER have hereunto Oct their hands at '" ' a ove written. y. FRANK COl'UCC10 CONSTRUCPION COMPANY, INC„ s Contractor 4 � S'rFitNOFP MFTAI, CORPORATION, Owner t n C O N T R A C T THIS ACREI.3d:iNT, ente. _d into this Ilth day of February, 1974, by and between FRANK rol,DCCTO CONSTRUCTION CO„ INC 9600 Empire Way So., Seattle, Wash., hereinafter called the CONTRACTOR, and STERNOFF METAL CORPORATION, 1600 S. 41rd„ Renton, Wash., hereinafter called OWNER: WITNESS ?, r11 : That the Co?rrRACrOR and the OWNER, for the considerations hereinafter net forth, agree Is follows: 1. CONTRACTOR agrees to provide all material, �quipment and to perform all labor for the following work t the site of Sterno Industrial Park, Renton, Wash. , which property Sa by said STF.RNOFF METAL CORfh)RATTON. V (A) Contractor to furnish material, equipment and labor to excavate, backfill and construct WATERMAIN at the following unit prices for estimated quantities as listed Ind in accordance with plans and specifications of the City of Renton Engineer. - .7416,A20 1. 12" D,I. Class 2 / R4.'m,p0 '� 1. 116 L.F. at $16.80 . $18,748.80 2'. 12" D.i, CI. 7 M,J, - 414 L.F. at $17.00 90� 00 3. 20" Casing, opt cut CPC yO0 1 ,872.00 .. a fro 0 - 4, 12" C.V. Ina 1' -,y-Pass 6 Vault 78 I„F. at $24.00 . 1,872.00 00 - 5. 6" G.V. 4 En, at 700,U0 • 2,800.00 / b,0 0- 6, Fire hydrants 2 Ea, at 150.00 • 300,00 7. 3/4" Shackle Rods 3 Ea. of 600.00 1,800.00 8. Concrete Blocking 400 L.F. at 1.00 - 400.00 '•�' /S6L5- 9, Select Rackfill Material 8 C.Y. at 30.00 - 740,00 600 roll at 2.50 e 1,5oo,00 TOTAL for WATERMATN for estimated quantities ------------- Plus Washington State Sales Tax ------ $311839 04 536,537.84 (B) if OWNER furnishes Casing for Item 3 above, Contractor will deduct the sum of $15.00 per foot on said item. ll. Contractor shall comience said work oa or about February 18, 1974 and complete same within 30 working days. Tt In further understood and agreed that Contractor will do the work at the creek crossing in accordance with the Department nE Fisheries Permit previously obtainer, by 01,NER. III. Payment to full for all work performed hereunder shall be made by OWNER to Contractor within 30 days from completion of said work and acceptance by the City of Renton, and if payment is not made within said time, the full amount due shall bear interest at the rate of twelve (12%) per cent per annum until fully paid and OWNER shall be liable for any attorney fees incurred in connection therewith. t1 ' 1V• OWNER will Pay all engineering and permit fees required for the work to be �►performed hereunder, and the acquiring of any such permits shall be the responsibility of the OWIJF.R And all engineering will be done by OWNER, V. Contractor shall Comply with all provisions of the State Workmen's Compensation and Medical Ald Acts, State and Federal Social Security Acts and all lawn and tares that may apply to the construction under this contract. , . . . --- , _l , � . .� �--� � . . . _ _ � ,.� ;, , E .,. ;: .Y i; N� 1 -. 5r.,!✓® rX r Opp/ / r /-'L'3"'Jlfy a!r1.r'•>/:'? �,:�- /t".•/yr27i,J ;�C+L' l�l�' !.%!f './J/J{'/t. .i Ji��'✓• 1,,..w-.�'6.+' v4'c:C3a - '._ .. / .!'f'd fir/:_ _ �'!�„r.:/./♦_>C^i' .:. ..1 . /'•YXv a / r ^ v v v q ✓ I /.' r.,>:fin/.X.vi .- �"Ar'J�.•." /f- .. i`�//r`a/,-vY f- /t ,, "� �.^:':%'Y+w'�✓c_ ..- Ce�J . .Y'? +mac• I�. `1a��017f r,f . / � / ry `�rfl q^' ._. G=, I �`.d /l F/ �J`+G N.f'?J . ��'✓ :irKJ' JS�Ff.>'l',�f - i �'-.r/JAr:Y.'+r�^Yi�/"��i'..w'' -'�,%. {��///,!/"<;I't:'" %iC ✓,Y� ,,f,7L;.}/ /, ..*: ,�-..�f ,J�.eCi / /.mac✓ �...a. '4'�/ X"{' t'•'/, 3 / �,... r. .{J'.N'.� /' 1�/f / ,� t!r/.�//� rflf' ♦Y .y 'Ir: Jiw!% }-: / / .!.�et"h%f�'L e.-'�,...r.G/.r �=` � ,:�*i%it� .✓+ . ,/,. r...� 6�l/��rr/ .�� ✓;. / I S s APPROMMATA 7 400 Is. ojn ,, ¢h alo, If<r i c• 'lLl' .G4(i q ��r0 '1'�i: turni.:;1+ i.,.I ivG+u: I S•-7'. . . I .• - :._ i .- , 4a..-I-al no i" 11UL Tun :.3 halos 'aa>; _.____...�.. i THE '1' �.5 Ci'GJ;ZT II' x- AWAIdAW UTPII pill. 11 .'�' 1; I �.. ' 1.1 I: �:I : ('F7 (Titl) CQ71GECUTIVTJ CALEMIA! I%AV At' I :'�'A P.i rj t r a A 5 yl., f Ne, 40 11174 :�C;ll:PUT.L Qe f 1tlCE _ SternU Industrial sa•k (Yioxtar Unit pricey for all items, all oatnnza,,i. F: +_+. +'->t bir iBhEi Yj bo Bbaori. sllvd unit t rl.-oe in i ntb wo . ., � ; ' :.. , n rrI ml *.. P1 ict bc:c t, e or t(., 1 tdrtrd i7 D (r�<p72 ,�4.c•c ) 972,U� IVI ;.1 V.r, ',:u • Vuul!: s 4c4 CO ( UO— tttl rru+lr.Pt nn.l Inutall Crro AS::,v.7,bl1.es ` King County Si r WYnin9mn John O. Spnllmbn. County Eye<utivw Department of Public Works Lan L D*SpNin, Director 900 King Co.mty Admuoslnnnn Bwidm9 8ee11b, Wrningtun 98104 January 11, 1974 Mr. Warren Gonnasson Public Works Director City of Renton 200 Mill Ave. S. Renton, Washington 98055 Dear Mr. Gonnasson: We are enclostng a State Flood Control Zone permit application and plan submitted to our office by the Pacific Northwest Bell Telephone Company for the construction of a buried telephone cable, in Section 36, Township 23 North, Range 4 East, W.M. We would appreciate any comments you may have regarding the proposed construction within seven days of your receipt of this letter. We will hold the application in abeyance until we re- ceive your reply. Very /truly yours, J lllrrJ��i.LG !}V WILLIAM B. GILLES Division Engineer Division of Hydraulics WBG LRG:tvg Enclosures:FCZA (� g Plan IUnUf JAN iJ 4 PUBLIC WU ', CiPT. CITY OF Ia;ar;JH King County st A wernnpton John O Bpellmen, County Erer.ul ne Depmrtreent of Public Words Jun L. DeKpetn, D,,.ow 900 Klnp County Admrmetretton 9Wid" Seoul*, WrMnOton 98104 January 11, 1974 Mr. Warren Gonnasson Public Works Director City of Renton 200 Mill Ave, S. Renton, Washington 98055 Dear Mr. Gonnasson : We are enclosing a State Flood Control Zone permit application and plan submitted to our office by the Pacific Northwest Bell Telephone Company for the construction of a buried telephone cable, in Section 36, Township 23 North, Range 4 East, N.M. We would appreciate any comments you may have regarding the proposed construction within seven days if your receipt of this letter. We will hold the application in abeyance until we re- ceive your reply. Very truly yours, NI LIAM B. GILLES$iI Division Engineer Division of Hydraulics WBG LHG:tvg Enclosures: PZA ln ttU ,jAN 1e) ;1;4 PUBLIC WC;R: , G:VT CITY OF ia,,j,,,ON SPECIAL PROVISIONS 1. Itelq_7_4,LTeyhn1.ce1, Prpvtslons sha11_I Q'1�;�q. Enclosure: Technical Provisions Conduit Crossing - Trenching NOTE: This approval Is to be available on the job site at all times. The Department of Fisheries and the Department of Game reserve the right to make Rather restric- tions if deemed nxessary for the protection of fish life. 1 ( This approval is granted in the interest of fishery protection only, tmd these departments cannot be =�* held liable for any property damage which might occur as a result of this project. , Failure to comply with the provisions of this approval is a gross misderneanor punishable by fine -` and/or imprisonment, The person(s) to whom this approval is issued moy be held liable for any damage to Ilsh life or habitat which results from failure to comply with the provisions or intent of this approval The use of expletives In or near state waters may require a separate approval from the Department of Fisheries and the Department of Came. This approval pertains only to the provisions of the Fisheries and Came Codes. Additional authorization from the Department of Ecology, the U. S. Department of Army Corps of Engineers, Department of Natu- ral Resources and/or other public agencies may be necessary for this work DEPARTMENT or FISIIEmirs DEP NT or GAME ��/t �• /// l DIRECTOR ' C DIRECTOR � 741 DATE SIGNED ` t L DATE SIGNED tie,me.ssao wr 3-1s,.4-79,.iff,vial CNC/JS/lr TECHNICAL PROVISIONS CONDUIT CROSSING - TRENCHING 1. Conduit alignment within the high water flow channel shall be within 15 degrees of perpendicular to the stream alignment. 2. Conduit shall be installed at sufficient depth and it, much a manner as to avoid subsequent disturbance to the stream bed. 7. Trench excavation operation is to be isolated from the flowing stream by the installation of sheet piling,culvert or similar mechanism. 4. Equipment may operate in the water in the area isolated from the flowing stream. 5. Trench shall be backfilled with clean, well rounded, uniformly graded, granular material, ranging in size from k to 4 inches. f,. Upon completion of the project, stream banks shall be restored to pre- project configuration and suitably protected to prevent erosion. 7. Equipment may operate in the water while shaping the toe of the bank and/or the key at the toe of the bank for placement of bank protection materials, except that the drive mechanisms (wheels, tires, tracks, etc.) shall not enter or operate within the water during these operations. These operations shall not take place during the period when spawning or incubation is taking place in the vicinity of the project, i.e. , these operations shall take place after _ and before 8. All bank protection material shall be placed from the bank. There shall be no dumping of bank protection material directly from a truck bed onto the bank fare. 9. Bank protection material shall be clesn and shall be t< sufficient size to prevent its being washed away by high water or wave action. 10. If a filter blanket is to be used, filter material shall be placed from the bank and bank protection material shall be placed concurrently with the filter blanket. 1/72 aj t , . • M . 1 Y TI Ar. � `` � \ `. ,; If. R °.i IA =�1• .w R V N• ��r4�. IASI In or ' hi or Ov I 1 1 r 19 n , w sL l -. YR �. _ Li ` 1'i•r�.yq;� � Yrt '•�r� .. 'r! A • �Iyy' �•.� 7 a a r y..a � C+f 3 flf•rlt�"K+x'.rn�s laln•.J � d » + � �� �.-p Nj s• yrM H.• ( rill Lir a� :blp/J +� ••i j IS;,.. S�e ,W.—.�.r4oe.^ors•—r-�^� L _,....st-Fwra-♦ + I•--`� g •�, x u w I N t1 O./,FYY.0 ,O YmrrT -Nr J Ng A-V i D••7.mu'+S ei/i °O,rYd,4C C+++� 1L:4 7 • I .ro rJ., .� . I �rd r. IT4 till ! (as.r II F �� N r w.a..g q,wi :.ro rl ar•rn �� � Y�l� r tN. y i.n i• I 4J SA .fir•,r«7^'w'.A'r'L L° � T.SU� W q Yr 01 iu FI Y•r�b•••nV.^y r.:rn ni 3Y q .�_.�.t,� t to i 4.j•,. ....,•j,•ram:..! d 4 l 'pe•b/ JOd'1•,bi 9YY61• d ^Y r �+ 1��'(� W7'Y�9F-Yr`d.%s.:Ij wY u9 r •. r:I tYr^I V � f y0�i,•Y., a rI'0 ' C I , • � e« � �n raj%• � � 9 r e u •M i i yr LrZ +; rs �I K I wj t r d if i � Rbl 67 j �yul I � ' r V/ ram ���,. y :.y '' ��.� 1` L �r' �. � r s a�-� .. r• •* y . 4 ¢ 1.r i w Kr'. .ry.„ Y.Y. ` w� ( •�• � .;yT . � 'f "*", �! ..�I,� C *q•^�~ ' �3 K .� r ,,nv� M: '.� F ,. ss . �; S'"�i �`����{' F } �, ``F ti� f' K' r � ��i, �.++y .VWr �`� i� ' " ��. r"t: �, _. � �. ��� r� ��.,� 4��4 � . �� ,} �1�ra .• �.♦ . 3 l . i ,� r i. M � � i F 1 ' J N ' � •Y M r� }e*r r•3 r i fa y , a •„n� 4 H a. - t 'e ,r r 5 r � r 1 �^ WW7 •`�f••�-`. �t � < f�':a c `�� r y4 1' Y :'F *(� !. I� � T. � � �w .'� ,. dl � a t .T � e• •� l • F ' s , I l .4 T•it f � a . f w if . a ` T .y ,i • • i ' t � •�;s.y 1�a • � r � �•� ^'r __ i, a ._ •I;�T. . � ��.}.t��h �a � � �Z �. T� Ji .YT �t v:' ^ � .r + -1 �� •'' t.T . � :,.s1 Y F _..�,,,. •. a._ ? t. �.v1:� _. e � - did fir:re'( fore ie, boned grt.i✓,c 11% :w:Le a S0.5 r'r astl yns, 59aIt aLve tt.t right. b!L!'Ob. prlct .iotice Or riucri..ling at law, at :uch t'.•._s a; Ray tE n ce"fa.; to ehter 4pin s:'d .movv de_ •eibed erupt-tg fcr 'he rurti7sc -t coflCtrLCt- tng, 07 In" 4-ir,n, m__,a+rmC ai ter;r.y or eec• r,trut:in, sd:d ruA4hay a^ i itiI ; '.!es, ,r mkf.,g ary corne;tier:s chrreldth, wttho,^. incur-ing iry lrr!ai obligati+,ts or 'i,ib` lity tln"e'ure., p'tvidod, tha' Sv,,i fur4trUft101„ mainta•uing, repairing, ,1L4r,nq r tec(,nstry teal •)r -, -id madw , :-lid u_; Iit !s shag: be ac.+aryiisr,,id i•1 such a "dnr^r th,,t `.ne ,lrlva'• iorrove ents ez;st'ng in h_ shall nvt br: owurued c lawred, trier will iw ;�plactd in as good , caridition as the, ` were ir..-diefely before tilt pro;'rty !!Cl, enti r^d :.Pon by rho - rank'!. Tht bra, Mr ;'ta'. l fatly use and e,,;np 'hr afa,-eite .critcd prerri es, U.clud;re r h. r'iL.•t to rletdi : tln tlyn! r.,, !:e the Fu. f- . of sa+,i right of-way 'f +u:.r use � d,rs roe inter Pre. ri insta'),tior and -aintenance of tt.e ro:d..ay or Wilihes, V MO.tever , the rr rotor sUolI ,IOt °rect b,•4.;airy5 :r ' .ructurrs r.ver, 'jrdLr or across 1, the riit+t-of- iav durtai.l the e:.lsf:er:e :;i ch ro•rtway and c.'lrties. Th;s CaSeylr!rit 1112111 be � a^/nnaat running w!t,r the Ion, ar-d -,.all k 0 ind- ing on thr. Crintcr, tis success, rs , tieirs an,. ass;ey' . Gri,cto,t coverint that they are the lawf,il owners or .he avive p-operties a,.e that Cwv have a anlri and lei`-Al r.uht to -acute this +gr,em+n+. T' d and JTiJE OF 4;,i9,.'iGTCii 1 :.Cbtl i Y Ur Sa / 1• the undersiane•i, a netar, rlbI i, in a,,0 fi, the Sict• of 'wash;. gtjn, her-'�y certify titai on this 'c &j of _ <d — 19'v persona iiy d. iearao before Re dRf li,�t_ C. r,r(!,.,,)-_._.. G_1_'_�tl'in�✓ __, v and _ ___ _ — o tenor u� iriai�g� de,r?Fe In all'. wfio _..—ECU F90 eiir 7.1+go ,;s'rdrer . ah i Fired and :e;led the Sa0v> TS _ )r_. _ 1'•'!v 71d VOt u�l. . n. ` +rd •.-tBd f L1C'15CS i ar.+ Pumoses Cierain irwi„n_-J. rli)r al '/ .F l,'I (. ii .,1 r• r • iPr)ti� J W Sh 'n9 at THIS MTWMEf-, aidde d.-v 0 19 by ina betw6 ike. aA+j nere:na,tter cal'ed in,: rice r17Y Ot t[NTv%, A lmm,opul ur,)Urati,:A of King cuuntv ,ishington, heri,.after ce'llid %,,an.ee WITNU�trd: That Ad rlraflLarls, for and it .onsideroti n Of 'ho sUY did ty ^renfee, and valu b e u,-y- tire.--e ia,�jjin, sell , :-cnvcj, ato w-r-4uc _i�c the caW Gontp,, i '. succts"em and assiv,s , an easemot for .Aic utilities (tnr.udinq wdte,, and le�!er) , W, �h VeC!Sx, dpPL--ter.,ncas aver, t-.rvkqt, arroc, and upon the tollmiin.- dp!.c,,bkA pr,,,jer'p n King C. Rit/, Was on-ton, core rtitif.-Ovl; des-, `eJ "in rasvr, nt ..)r a .ater Jifl_ 0'OL an, a cf tic. n,,rt1Avt quatpr cc tho nerth-apt qua tar. •�r :Iectiv, East, 4.14., inq C-,unt� 'oashingLor, 7.5 feet of -uah w�( ".1 of die Oilminq mscrli,e4 ct.i*er hi' e, TNgInT,-_'%g R* J pent on the N zth line nx S-W )-i bre t (f.._-,aerIv s. iSoth Zr.1, whim rAnt in an fq-, 14orth avA °nct �a_t oe tl-.4 virthea,,, ,jr•er of t'14 licnry t.•;,ms C'aLn No. 43 in slid Awtlo- A,al 1( insh.i., th,-P,:e '; 10),13-1" E, at CiOlt ar le" to rzij strxc".. 97R,Si "Ont I-, a P_ �,It devtn ated "!, :he, cont, ,jT,q !119, 3F,, r, 25 5 w to uortH it, - of J.d ancti-n 2,; anu Flan ,n Q,.cemac„ for a water I in, over and ;.cr, v roc t su iij of -nd in said. Onifft �t'.ion, 7.5 fo ane :7.5 fdjt:eat cq m,jc" wiat�j NorLh C,t 1, • I)einq Smth of he f�lj minI7, ac> ribvd line. if, .'-no at ne PC';-1_ deAeck "i" e ., ill tM 011uve thcr F rz '-Ile,: with the No' -1, 242's of a4_4 so-tjot,, a (3isl 3nc-s of 2 A. feet an,] tuml la f .,aid it,* A 4- (F-E Er1.111'it "A," fi SaA to vpc ary unOii rz clurin, �onstvur- .�fw hid'. '*en Orr, ,n(, until ,uc, r-�I%r -3s it 'J T 'rw-_OZ_',,,tjV-j ;pj(j !7.jntr,d,,? -hn ;,Of R �1 •1, 16 N_ Y K � . r a _ f ♦Y� wJ J� «+: 1* tY + . v t+ r y R M r. . Very truly yx�Arq, ( •�+ PLCAle Jv; 1. rj 1 . «t �K �y Y t r� ,r r / • ♦ t �JI r 'r n wr J � n M .i .. .• Sr •-rC +✓ • 'n r ..r., r March 7, 1974 city of Berg,. 210 Mill, Avenue Soutts Renton, Wajhinvton 99055 tentleaan: We are L 1s h seland fpm t etmi. No. l- 4r2for te purporouetruccingapreeyewater min. Please sign hoth conies on the reverse side as prrmittee; retain the origtual and return the copy to thisdepert�nt Th., permit a^es not t•scome e.ffect.ve until said ropy l You should albn be advised that 4 rermit m..+ be required fin Your pro- pos..d project under the Shoreline Manager-ant Act of 1971, Luapter 786, two of 1971 Cx. Sees., ue`ore constructinc may p''octad• "What act pro- vides that no substan+lal development shall be mdartakc oonbevtrno[nea of the auto althour + permit first bsi*+g obtaiiei. It Y already done so, You may tbtafn appitc%tion forms en+ forth-r intor-s- tl�n about the Shoreline Management Pct or 1.971 from King CouncY• The enaosed psrudt should not be considered ,. permit under •=be Shore- line Mana,esent Act Very tru.y Yours, 2 STEPEe..N WEST, 'R. Wale[ aesourara Management 3V:11 l � • Eaeloscrae 2 cc: King rountY hydraulics Lti l f1F pt.J. S.F.Ne.uta-os—tw.•..(.iu. PFRL:IT NO, 1-1742-2 N'fATs. (It (VA5M1�(iT(/t� DFPANTMr T OF FXX)I,OGY W dMIA, WASNIXOTON fect"IS a,eattrd Mad" plrela:a.ts Of Ch. 40 16 R(,W, tnu 6 day of March 19,74 , b, CITY OF PLWOV 200 Mill Avenue South, Renton, Vashingtop 96055 a pressure water gain to c.rnrtrl.ct and rnalnrom Grrerttn,on al vmrW, f;r the perbA le to 19 or in petrpetaity In .. . .,.. Serfir:r., 36 . T.rwnahtp 23_.N. narwe..4 A. W.M. Green Green . wt:-n said works, :�,, ,cttpc, and improvements ar: la'.alaM wrnln . . _. . o, everm or noel O,a,n a:rrea I: Fkod Control Zone No. 2 at) it accordance with A 0;ira6on No.. 783 and plans at:jchta ?hereto nn Me with the Department of 1kolory, which appfieatt.m., With Plan, attrrheu, is made a pnrf horeof. The work herein autiw-teed may rommenrc ,,n Or before the 16 ,av of March IY. 74 arld .hill be completed nn nr nefore the 16 day 'I September RI 74 . ,;r h,•f,,re ,a,h dal,s a, may bu ,,pm1t:rd by any rxtrnsbnn srantd,l A► This peroot I, sub}WI. W tr,e wnadn.gs prmwe on the rr•eetae harems. uatln' tnY bend and nfAc1ai all.! wle day are v«'ar 1}rst ale nr�l j ��� � / • i � l /tot", ist+rac Liractn: officy of Operar cc: King County Nyfraullcs THIS PERMIT a nubprt W the following conditions, which are hereby accepted ana agreed to by the perndttee'. I. This permit Is granted under authority of Chapter ISg, 'Sesslon laws of 1085. (Ch. 88.10 RCW.) 2. No property rights are granted herein, nor does this permit absolve permitter from liability for any damage which may be suffered to ]its or to property, public or private, by reason of works, structures and Improvements authorized hereunder 9. This permit does not obvisle the neceseite of Obtaining assent of the Federal Government in case of lfntted States navigable waters. s. The permittee stall rrmore. at his own eypease. all falseworks. structures and materials Incident W the construction of the work herein authorised. Woks and structures erected under permit covering a spe•:i1c period of time shall be removed by the permitter at his own expense upin the expiration of said period or at the expiration of any extension of time which may be granted. S Shoulo permittae foil to remove, at the proper time, materials, works and structures referred to under paragraph a, Me Director reserves the right to hive it done at the expense of the permiltee. 8. Any alunatino of plans to. works and structures made subsequent to the filing 4 appticatlan or the hdusnce of perms: shall be subject to approval by the Director. 7. The Dlrectar shall be notified by the permitter of the completion of works under this permit in order that r.e may make anal Inspection and giv final approval 8. This permit is subject to further s;. 141 rondltloru as follows ** 1. "Nothing in this permit shall be construed as excusing the permlttee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations including those ad-inistered by local agencies tinder the Shoreline Managew.nt Act o: 1471." w g. This pemit is accepted sub)ort to provisions of law and regulations and coudWoas hereto prescribed. Rr — PERMIT No,. 1—mill—a NTATE t)i' wAbNiN4TUN DEPARTMENT OF ECOLOGY UI,VMnA. WASHINGTON Permft Is geantcd under nrr',via,ms et Cit. no Id Rcy7, this. 6 'lay of March ..,, Is 74 to CIN OF RENTON Namr.rta{.rllonn�r 200 Mill Avenue South, Renton, Washington 96053 r Aathwar a pressure v.iter win kr cvnrtract and muntaln awrtapm.of wora. for the periwl i"r m 18 or in perpetuity ._ h, >Wt'Sa see,,,,d, 36 rnwrt.hip 23 N. liar,gc 4 E w M. un Green which said works, structures and !mprdvemeu'.s are located within Glean rN.aar or spasm or r+a 11a01 avert vll rkwd Central 'Lone No 2 all in accordance with A�pllcatlon No.. 7B3 and plans atterheal therein on file with the Department of Ecology, which application, with plan: attached, Is made a part hereof. The work herein Puthcrized may eommrnee fin or before the 16 day of March la _74 and shall be eomplerea ou cr be6ee the 16 day df September 10 74 , or before such data as may b,• spt<rned by any esten.lonr granted. M Thu permit Is sub),rt to the camldiru printed rm the revere¢ harenf. /;�Jzw Gurn urder my hard And Official seal the day and yrar . " a siatit Director ' Ofticr'of Ope a CC: Kind County Hydraulics ✓/ 576t4k►JCO 1AI0U57RIA,L Ga..FtK - - 1 _WAT4PlMAlA1 IUSTA,t_LAT101d PRC'J. FIAlAL e%TIMA,T& ITEM DE 3CRI VTION ESTIM6 TED QAIT ACTU4LQUA4IT. JNIT ORk c3 YO7AL_ C'A. Ct.2 PIre III(, l.P l5l4 I_F 14.60 24411 ,2J Z. Ir of U.2 NJ.Plte 414 L F. -- 0.00 20'GASwG _- 78 L.F. 7$ LF. 9.0[7 —_ 702.00 4 1? 4.v�P Ov-Pss 4 @A. 4 EA 100. 00 2800.00 5. 4.. 6.v 2 EA. 50 2 EA .00 ?Io.m G. "IRE t1YOtAL1'T8 b EA. f 3 EA (000.00 1 9oa or; 7. I'14"s 'iE ?aD 400 Lf:. 4yL L.F. Ioo 434.00 a.� Cotx. ®LoucltJ&o 24000 9. — saL,wxRlu wn , 4ao Toy— 9.3z 'I 2 50 II 14TS.SO ~ PO" ^A&C"o To 610R-CC/L.F. IC pyyltR FU'.Lt.tlSN6D GISIW, Sub tot�L 3.4, 34Z.54 ��7'4 S��a• Taa-. . " Iva, I I I I The Travrelers Indemnity Company Hartford, Connecticut (A arrw.a .,,rNYAWY) PERYORKM Q AND GUARANTEE BOND (For Developer Jobs) KNOW ALL MEN BY TiWE PWENTS: That whereas, THE crn Ov RENTON, Washington a munic- ipal corporation, has entered into an agreement Gated the _ day of 1973, with STERNOFP WrAIG CORPORATION, hereinafter designateo as the "Developer", whereby the application of the developer for permission and authority to install water main improvements eonsistirg of an extenelon to the water system as therein described, whic;i agreement is on file with the City of Keaton and by this ref- erence I.s rude a part thnreof; avi WMREAS, said developer and his concrac;>or Is required under the terms of said agree- ment to furnish a bond for the faithful performance of said agreement in accordance with the conditions hereafter not forch, ►(V THLREPORE, We, the undersigned developer and contractor, as Principal, and THE TRA'dELF.BS INDEMNITY IXBBANT, a corporation organized and existing by virtue of tho laws of the State of Connecticut, and duly authorised to do at surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Renton in the sum of TWENTY THOUSAND AND NO/10D DOLLARS ($20,000.00) for the payment of which we do jointly u,d severally bind ourselves, our heirs, executors, sdainlatrators, personal reprseentatives, successors, and assigns by these presents. THE CONDITIORF OF THM OBLIGATION are such that if the said principal, his (or its) representatives, heirs, succssscrs, and assigns shall wail and truly keep and observe all of the covenants and conditions and agreements in said cont.rac' and shall faith- fully perform all the provisions of the co� -.ract and pay ail laborers, mechanics, sub- contractors with provisions and $applies for carrying on such work and all engineering fee incurred by the City of Renton and shall indemnify and save harsleas the City of Renton, its officers and agents; from ar. pecusiary loss resulting from the breach of any of said terms, covenants, and conditions to be performed by the Principal; AND FURTHER, that the Principal will correct or replace uyy defective work or materials discovered by the said City of Renton within a period one year from the date of accept- cnce of such mork oy said City, then this obligation shall become null and void; other- wise, it shall be and remain in full force and affect. This bond in furnished in pursuance of the requiroments of Section 39.08.010 at seq, of the Revised Coale of Washington, and Pursuant to the requirements of the afwoa&id agreement, and in addition to the requirements of the aforesaid sections of the Revised Code of Washington in made, executed, and delivered by the Principal and Surety to the City of Penton for the use and benefit of said City together with all laborers, mechanics, sabrontractose, materialmen, and all persons who supply such person or subcontractors with provisions and supplies for the carrying on of the work covered by the agreement, irrespective of whether or not such work is deemed to be "public work" within the pur- •rlew of said Revised Code of Washington. IN 14ITNE43 WHEREOF, the n-xld Principal and the said Surety nave cause this bond to be sign94 and sealed by their duly authorized officers this ;3rd day cf August, 1973. ',TERNOFT K4TAI. rORI MATTON // J Frincipsl THE '!gA'l#2115 DIMMNITT MANY, Surety Wy'al'tu/u' M. Ni1Lr, ttansn-Pw`t. --- The Traveiers Indemnity t.;ompany Hartford, Connecticut (A Wr(KX COMPARY) GENERAL FORM STATUS INQUIRY I � Oiq/ K aaftu a Dq.rumt of ftaio wuft city Hall RaFLd(aa tiaMalEMY,s 98L�s i_ CnriAaaor, �5."al�i.4_.O.Li�►'SMA?IS/._.-----. _ ----------._—.�_. ♦ear...,.---. .__-...—_._...._. . -------'-----___._—_— ,.. awar+r.nr cw.e,_._1tirtldlattiii.�[aT�af �( 1[ � �� r Yra ( twxwrOea./.daA.Ilwr.l :awea r.wl -.a.nalnf ��a0�-4._.—..__.__.. E..nie DaM1 8[•.v Ta _._.--__._. . _. 'd/wh a.N-Td'M yol.Ask w.F.tlrF.w 64611111I.OMr of Im f a knss inldnOlgn w A w.Y.Yl.bl.. vary pYh rp.•� 1MIiiME R!!� QRl QCl/ii'!m C.QST. "� f/'� /J THAN[ fW. OF r w,.,.w vlr,fwSk w 1. IF COATEAC'T CO, ILFRD,KEASE VAR, Apryoal.ew ocaylMrr de ..__�.�._ 2. IF COWRACT JHCOMILFIFD,PLEASE STATE ApgerMuM1 Irrp.a.p Or dollar.ON.n1 W aeMrpO oe�.pM1wd m d" nd ._.._�...�_.__�_. 9. DO ya.Ynew al any..ar YEY M bYo 0a nebrbl ICM.YI r.a__..Jb_....� A b+wY. NOro)_-.._._ Ct7Y ap ND7_ r4A"gs,� e,,; WUsLrr �_� .N r+7/ICLflD YAN rJ rTirN J MAEY AL: G'NAL[GCIL� Dar_ rLaAaE aE+wtt DonlwAL or rTM atOLNF►t0 THE TRAVELERS INDEMNITY COMPANY 61NEEII iDFN Si AfUS IMOU111 flaw"! "--.T1>t_[(tAY Starwod oddrreod.rr.lope to bo Adterbod Fnkrel l:adoE to be IubmiHod in duDlirnr. •L..t.YEpad�-`��,,,,, .yri'!'fRC Ti$i' 3d� +-ra ur.T-al ry r..wl 1• • w L n I N N I N G OF FILE r i IIAL- r F7 U N �rN v"r } f 1 M . A • 1 J r F w_. :� -.�--F"4—.i.^—rt-.►—l..,....�, -,—r -w---i.—.—. Y-....._ r...r_.r.—+.-1+n1-r..r._-w_._r._-.-"y.n- i I ' _...... r•"ti....�r�"}� l�i.i ,4�.�_�.� ��n.�/+. 1 ...__.Ar..-Jnr_.M1.•.f.Y+.�.�r-�/.���.�.. ....... ._ �� i 1 � I I s1 I �M 1 1!I 46 41 41 T1145 ,44 ! 342 � "/ dab'k 35 31 � )) ' 32 � ' j 1 SQ , Sr ? 53ILI i y 1 I i ---1-- ' � I � I F 1 l: ('q:c+t`•.ED tNri t t. N1ZN Y .. ,. 'o :h"Har+r .E trc o«;, t H4 G: . si i ':r',=� -�+@�a erx-rs'c�-�ry i^'f!# 75Y+.t R'�:;�'SGa�': -'r-:t74J11lCea ff,Yaf a[. .b �.ws'e ao-:...®,�s�va�nar 7Atl71 ft5�ih{T}SRft:eTlhP,t.tE TES:'[t!1f7Rt"! �`it3pY=@ti'lalEa �O#'M11a✓u�issw. a-�IY►taiail,ai r#e . Z+Y.+:d=�s�aY wta4ts�ii�� _ � �. .._ - . 4 - . r' r ♦,1 S ....nmrrauRttiY�lYe�.. — 1 I{ L• .At 1� a t6rt.-Of-biv 1'.II Ai � t 1 v N I �. Ifs 6C:nr tS > I I� I f ; 1 � I ;l l' 11 I_ ll .l.t..at.l._i. —.— .. ����\ � ah II huyh xi•.Ytl3�fiSY.v. =3i'_—tgp�ii i� _ .f Y6Y• \ � 1 i � I o1 iP GLACIER PARK COMPANY ORILLIA !NDi,STRiAL DISTRICT MASTER PLAN OF IMPROVEMENTS .. . • � M1 R1Swg6aOM 1 9 ,,� .., �, ^ � 1 :y t . . . � x `` Yr A N t ;e � , � . �. ., f ., _, ,�. , , � • � , ��.r�6dr.r _ 18FASE Or Alt CLAW KNOW ALL MEN 3Y 1103E 1011"M Thor iris ''mom. na0 W e� lawful awl 11w t.. to, wf _ Pleven 7f:,,auasnd Yuur Hur;Brad + ®venthe Thee 6' x4i 00 I, to be Pw;d to _.__._j.1.iY�1$Pr61:StE1_1N.�!>,ank._Co}U�'c io„�4n�,1 tuc tort,.0 dr,dars hrrshr and for my,a,.r'its hurt", aewtsiwe, dm.niswaler . attrrsswf and snsi rOlOesO, wegwt ww to to dheherp., .,Rr�(t._•g[;Q 4tD1�.��Fndt t orLnul l_- Inc.,_nnd. Fmi lio ieratf i OOI Nr. Mr, dtMr, w in spnN, MerrenN, wccevsnrs, terra, •;xoc✓ton, odminisaara.s s, d all adrer yoswtsw firm. eerperaw alas, w.seefofsans w partnership. of one from am and ad f inlrs assert*, aauass of stun". demwnda, r4hts, Ate Aqw, emss, Is" of We.", esPo,na and confren:atien whwspe'a whw.h sew widwasiI now fwn!#Qve ar wh.ch may hrnwrier wccru* on ofir"Al is N ,n any MAJ graw,ag out of a, y and all known and u4posion faeI and uefunnear. beduy and penwrod iAiwr;Oo onG ercparty rlarmagn and A•n on9layai qe thoraof resu't,ng w +..' 'am ** smidant, eweaw W. event n*Lch arerirred on wt dto__J.,(,w ._ ..�Py el_ALRa� w- --._.__. :9._7s, of a near exru 1ndtrw .rshl Parabcw Rwntun, A _r A. e. _.�• _..� - - .. ......_• — h is andsrtned and aarasel man tnie sowlement if tbe%: nPran,se of u dvub" wad dsspvmd dales, one atat On payments mode 4i not to he ronetnred at e"c:dmistian of liewily on thr Pan of the peav w pwwo" kwaby reinsiI 4m1 1MI said trlrsrres dwre libbdity thwdw end inland merely re o.•ord Wigatem and buy "J, As>:n. The urlar09nod hweLr deeasrw(s;and rpn.ew(s; that In* insane, Austomeel art w may be "lmarynt and prttww' me ar•d that ,emvwy thanI is uriuerpo", and indohnite 0+4 ," making ohm I I it is undonsseod " ourre•f, shut the undwsigned rifyttaci wholly upon rhs wdertignees podgmenf, belief a d howledge of tM not,,*, osrrvwc, et:w.t o•,y `$�•. dwrgtien of sold Irjuriet Oriel t:ab{hry rkerasor one is mode without raliraw opon any patasmntt w +aprorenaV.rn of the pwty err eor!," hansby raloweed w Nola repreter,terivw w by any trhyoklo" w wf9m, try "hwn anipirrytel- ;:ru iris undarsignlod fur/Mr dOtionsI i and reP.uewnf(i, ir,nt ne Pramies. ;nAknwwrwnt w art,ear *m net "Oran a.prattwd has been nod%so dv undrnyrsd, - fhw this flelnwe conraine the enrwe Oktrewbwrit hetwoon the Parties heruki, 1 dnsi ikr losses of th:s eateose are 'o,o4rn•ei and lief o rnwe reNIN. +� 'a WE UNNI ICNEG HAS KA4 T1E FOHEW NG aamss AND FULLY U►=ftT"" 17 S,gne4. and dallvwod af__ _"iaAh6I-. 9a rAPTWN AD wa510411 S10fVM WILM !.r iolo writer.. ^Dfrrccor uE Putr£ .c harks We u Witness STAn Of_ � sr. COUNTY Of :.►nil.. fyr the. _. b-th.._daY rf._.._n.t.'Lc1PiCY 19 IA , berare me wrwnolly oPPaPwd-__�....-,..»... r to me know.. to be the penentsi named iurein and who ewculod tea ferogsing Meese aml_ Ier -mod ` r a, to me the t!S. wlunrordy errcuu+d the Wine My terM eepises. NOTARr MgIK in.uA 11 1.I✓r.,, . CG H r 2! �F i h PROFESSIONAL ADJUSTERS 0ir., V4 ASHPVtaTON Par v7snrruv �;ctal•: t . 1978 5�(:A7`rIJ: i t l rwccntl Arms l,n lvnrpl 7.[5'. t'7SR,hJPi, W.'A. ')*;_"'• SLAR'1`LE W-4k.147" l�okska�a •,�•rc �aos,eea•�oar, Roy6y ' l Soat4l.e Kr. ;ton Olson city Of Renton Ut.i.lity En3itteu.rinc 200 Kill Avanee Soutn Renton, Washingtot. 94,f)55 w A Ras Red atul White Colastruetior: *go- Wat.r llai i Aanwtg+a Auquat 22, 1976 k'- Our Pie 2.o. 6,575 C ,s Dear :«. . OZs:ms .ln invoi;-e waz roc:tived from: E'r,-tr.;•: Cclaccto Construction. Co. for the total .:f "a11.4'].3,:1. Tni.t invi�ice was forwarded. to Red and Wi is Conetructi,on ,.,d cwwe tuaily received by nc , ; Enclosed is a Release of all Claims for that a.-n:unt and upon rocexpt of tho properly executed Release of all. Claims it w! lll be forwarded to the ineurinq ccmQ,uwq for payment. Ne will ragc.eat p.i1muent in the nacm of City of Renton and Fran. culucc:. Construct,.on Company. E, toslec: is a se.' f--addressed stamped envelope for your ,.onvenl.enCC. Very truly yours, DWC;J; kROFESSION. PX)JL1S=F6 OF WA. Encls. 1 O.W. Conces, Adjuster ',AaiYdif7 tLH81lt� 1w 9l y'w S � � ... I + • � I • � n.. .. _.... �. t � d �: ., f ✓� i j'j Y � .. . I' n. . .. .. .� ....x. ..r..« ��.... � .� � _�.... I A • f� � A t �i �tl � � �_L � 0 �{ Y .. ... - P {A S ,... .. M.� �� �* a t+ � A101 yruaco Y� ., y ..r ©awaakr sMA i r 9'� f 1 Frank Uticcio Consfruetion Company SfWiRS WAIF.k MIENS UT1tIf1EE � 9600 EMPIRt WAY SO IIIH SEATTI`, WASHINiilOnV 1'811B „, (206) 772-5306 A.WMe1WYi. SCptr;uber 25, i`I78 AA JJ i n Red urd White (:unsrruction Co„ Inc. 3412 Eaat Val.iey Road Renton, WA 98055 f� • h L`i; J,ttn: Emilio Plerotti _ -------------------- Repair of. l.k" Wnter Haan Break itl Drainage Ditch area er. :tern lnductr:al. Ps,k main (W-254) Nock don? -r. /a ),,usc 14, 25, 26 and 20, 1978 00 . ABnR $1094.81 EQuIP4F.NT RENTAL '4714.40 ° 235 Car Excavator Dynahoe 8ac-khoe f<' TD R Tnternatioasl Dozer 966 Cat Leader 10-yd Pump Truck S Tral/er Welding 1'ruck and tools < , Hats, pumps, mist, eoui.pfhent MhTFRTAL L096.07 54' of 12" D.L. Pipp 12" 22)� deg. Benc 12" 11-J/4 deg, brnd ' 12" Sleeve Shackle rods 12" retainer Rlnnds 3/4" eye bolts 2C c,y, Jt" crushed cork 2 bottles of chlorine Move 235 Cat and lAader in and out (by othors) COL 8704.14 25% U:enccad and Profit 2177.09 $IO,EVS.4-3 5R7.81 $1i ,47?.14 Washington State Sales T'ax ._ - ID. The required "PRES' URE TEST" ties been taker, by At a pressure of —.—PSI , fo m;rutes, on 'rho test, Failed , Parsed CcOents 1 i. The rsgvl red ''POITY %ST" hex beer, taken by 1:.1 _._._.._._,.- _w_De to of kep'y _ Fai lee . Passed Comments 12. Is them: an Ea+nment roqu,ree? so, jn we data; fur: ?r•e' :minory ._ Suhr.ittad _ � - krzorded Arid Reco-dr? fi„mber 13. Tnis Project int!uded !_1 C r I.F of And �__ �L" Gate valves _ __ a:e Valves Gate valves _. _ and Gate Valves, And all mizeellaneous accessories for a total value cf S. Also, _ ;4 Size ,Make `type -I__. _ � fire Hydrants for .. total value of !4. The transfer or "Rill of Salo" is in; I!m!nary ^ �_ SubmIkced _ Recor dad form.The recorded number <...k;.>! "Y- 15. This project Informat.on was sent to the Utility Dept. for recording on and taken Into "Plant" on 16, What drawings does the Water Shop have on Rile. Preliminary ," As-Built x A i e 3 rtr.y o, i,"LL,n Uril �:y Ae�artr...r.t i'r 'ie.t t^,. , I . Water Proir,a a � w.__.—._.._D.! Pruiecc 'e^ _.—.._._ .'.-_..�_.�..._.._ 2. Prn)e%.:t Aetcr iptlon and locat inn .—Ill. 'fr.,`...�._._ ' i 3. Develnyer 's r+ar, Ar_'"T (It fit, cnac 4. Eng;neo..,v NanM 6 drtrP•'.s L �'hpr`k a runt r^r•tnr' . Name J JC f .0 J L. r• r' , r i C, ,..'a _tlfrh-. L) __.._...._�- Add res a Phone a 4. Is there an ACTIVC Late-Comers Agreement in the project areai _ N 0 if so, give. Pile Name i _ ..�_--- Pecording Date And Number �- y. the Uti City Department Work Order Numbers on this projer.t are as follows: 6. What plans have been submitted? Preliminary 7. Has an Estimate been Prepa•ed for Project If sn, give Date Prepared And Total Amount or Estimate 8. Is t',e;e to be a Late-C,rmers Agreement or, this project AJ J. If so, give ,,aces for, Preliminary _-, ubmltted Recort.ed and Recr;riled dumber _ ). Date of "Start of Construction —Uate ,f "Completion"- Z� - ly f�:�I r r •'i _. ._ _•...... - --_7 " 'ti+srt,r Ikc�i1,',SiGtl 1n�ersi:c• o^rt.;t.y ' .•+P•wnf•q.Y..�r urV;1 nee I f.k.• (, r i'•-.ar'. rt. .iLKp,f -.• •;I 1 I • I ' I I I , i I { r BILL GAr +h t- ... l8. r L. Y Ut the "•r+' M..1 LW F c' '` r • r,yy; c.:her-ell i., , ar o1u'd.^d. :+as In •Sr,t parent, erwnt IM,A; . _wtl rl. - ,i, M+fl i+ •i( tb,. i+" ?•': .It:' r.r 4A.gwn t !(•..rr;K;1 ly,.YY41) !J1'.:I1AHfY •w . 'i n . r. . • iut prv. •rt .;fit eU:+ $!15' .; S�'„dfb,/td1. 4Nt-' "t '! ls" n,2. MIR19MA '4:f. +vd ui 0:rp'T'Ye111MOiCA/' .. r:w..i .:atzr Wn SPA a-01 'A; VX% IM".6100 404 ali, r1il+ a VV"tt t war 038ae...ly rMM-ulLin'i W I ^AX w.0 wf[WC Wy -re, s� •+rrfNar :, It a• )"*trr +.ecvt-s! tl,.mv&% '.. , rl,ruagb w., „ 4,et N1143'v • Me •attic c the "M t'xw;d p.+r}. its b•ir. .-%,., As %zW pad? et •ht ,m ,rd fu. ;to hrin, :I, steak, a,:c same a to sec . :h ebt 4•A pnt,y d tree W,"m . rimer, its Awt taM pA}:1r Vi :'`t pd'f to L.`d awnr, b( t)it' mid ..rr.'4 "I hio jow locht and lull n,r '."'v i( •Pil obc acne. and Ib•I i6 she ,:tn 1.in ,y.enadrt mito thn s of m f tot .ec+ad p+r.'t, 1N •m, reytna,agate+: An Nod every p.:. r.. it , ir. , whtwnt•.erat, x%ItMy ds^.mA m r i:.75 ;'I::i.•.' f. '.. rail party of fht K its hu•I al f. 106 4. ^n. i nr .. . .', u+b <f s within Nod tw'ephs; futtumens wrtauf st}• ,rr apA And Lim fFo Nh, 1 ,d :•n:'r .Stgt ry -fa,Affffrm. //f/ retidMA of �.ddQ+�•d IK.i t /�