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HomeMy WebLinkAboutWTR2701997 • _ .6-_.._i � � � j T � wTie.7- 1 1 1 N 7 d R U F f ! C g C 0 A R £ S P O N D L N C S Wte Dt'Letuber 31, 1980 TO: Mike McCarty I": Arlene Haight, Utilities Engineering SU&JWT, Portion of L.I.D. 0302 only S.M. 29th St. Orillia Industrial Park Div. al Water Projcct No, 474 _ Take into plant the followiny inventory under the above referenced project: 4atemwin 12" - 61 Lf 10" - 154 LF Cost Valves: Z - 12" G,I- Valves 4 - 10" Gace Waives Cost Hydrants: 3 Fire Hydrants Cost TOTAL COST $16.618.45 At Haiyht j 7 N f f R U f P i C 8 C U R R d S P O N D E N uata December 31, 1980 Toy Mike McCarty r". Arlene Haight, Utilities Engineering SUBJMCT, 1_1.0. 1302, ExcePt T.M. 29th St. Orillia Industrial Park Div. it Water Projwct No. 474 Take Into Plant the follotting Inventory under the above referenced project: Ma to riw in: 24" - 526 LF 20" - 513 LF 16" - 7.446 LF 12" - 1,054 LF 10" - 1.266.5 LF 8" - 422 Lr 4" - 15 LF Cost Valves: - 24" Butterfly Valves i - 20" Butterfly Valve 8 - 16" Butterfly Valves 20 - 12" Gate Valves 40 - 10" Gate Valves 6 - 8" Gate Valves 1 - 4" Gate Valves Cost Hydrants: 40 Fire Hydrants Cost TOTAL COST $908,210.00 +_ Arlene Haight ,^`� L M.A. SF .ALE,INC. ASPMALT DIVISION • a ' Z, 1481 Qity of Renton Engineering Department Renton, Washington 99055 ATT94TIOW% Mr. Don Monanan REFERENCE: Raymond Street c.lq. 309 Dear Don: As per our discussion on Friday, ,:anuary 9, 1981, M. A. Segalo, Incorporated, when ground and weather conditons Permit, will patch around necessary manholes and joints. IBM' •' After this is completed we will. meal the roadway with a SS-1 covering. If it is necessary to apply a second coating, 'iis will be done also. ,}sty -. If there are any questions, nlease feel free to call. :sincerely, A�.� S£CA1.E, INCORPORATED- " '`` r Carlson ;arms ` Waving Superintendent NC/sd A 7I3-01dE GA4M-A777aG 'S5(q SJUTHiiti fp eApKWAv v-� R""ObO • TUKWILA.WASHINGTON SSIst NF•5'4-0X• LiF' KF. • e •1 PUBLIC WORKS DEPARTMENT US .:N/UTILITY ENGINEERING • 235 763` f x ✓R MUNICIPAL BUILDING 100 MILL AVL SO REN rON.WASH.e0ol6 v P �r;n SEv1 EV.iE' BARBARA Y. SHINPOCM November 1, 1980 MAYOR frank Coluccio Construction Co. 96DO Empire Way South Seattle WA 9811b Subject: Raymond Avenue S.N - L.I.D. 0307 Gentlemen: The following items have yet to be completed: 1. Adjust sanitary sewer manhole 41. 2. Adjust storm manhole e2. 3. Adjust 2 fire hydrants on east side of Raymond Avenu,: per standard detail. 4. Adjust water valve box at Station 6+20. 5, Correct paving deficiencies as per letter from City on November S, 1980. If you have any Questions on the above, please contact this office. Very truly yours, Warren C. Gonnason, P.E. Public Works Director WKG:ckd PUBLIC WORKS DEPARTMENT a �t5 c:N/UTq ITN LNQINEERING • 235-26.?1 >` MUNICIPeL BUILDING 2W MILL AVE.SO. HI.NTON.WASH 9..ab5 n � P v9jrn vl eltK'e� ❑ARHARA v SHiNPOCH November 5, 19; d MAYOR Mr. Vince Minice Coltc.00 Construction Co. , inc. 9600 iinl)ire May S. Seattle WA 98118 Subject: Raymond Avenue S.W, - L.I.D. 307 Dear Mr. Minice: An inspection of the project was made till October 31, 1980. in conjullct+.n with the one-year maintenance and guarantee Provision of the conlr,ct. During that inspection, it was found that parts of the joints of the asphalt were holdi,.g water end weru generally of an unacceptable nature. It is requested that you maka arrangements to have this problem corrected. A one-inch overlay of a modified asphaltic concrete mix laid with pran.:, cross Slope is one way to correct the problem. If you have any other options that you feel will satisfactorily correct the Proble, we would be more than happy to discuss tht, , with you. This work should not be done at this time but should be delayed until spring. By this letter, the City of Runton is hereby extending the maintenance and guarantee period until the completion of the above- mentioned work. Also, any itt+us remaining tin the punch list that have not boon completed should be taken care of as soon IS possible. If you would like to discuss the matter further, please advise. Very truly yudrs, Marren C. Gonnason, P.E. Public Works Director DGMtckd cc: M.A. Segale ` 1 • PUBLIC WORKS DEPARTMENT DES11N/UTILITV FNGINEERIN,, yl 235�2631 S^ MUNICIPAL UUILUING 2uo MILL AYE.SO. ,IENTON.WASH.9JOS6 Y, hw�t0 1k v,�Me� tiANHARA Y. SHINPOCH November 3, 190 MAYOR Frank Co?uccio Construction Company 9600 Empire Way South Seattle WA 98118 Subject: Lind Avenue S.W. - L.1.0, e302 Gentleown: The following items have yet to be completed: 2. C.O. 017 - Re-du drainagr on driveway on Lind Ave. at Station 84+81 (North Koll Drive). leer 4. C.O. #20 - Talbot Hill Reservoir Tie-in A. Correct bumps in asphalt where new asphalt ties into old at North and South ends of project on Talbut Road. �t�ewew.. Ifl(0 ..{i,_ . rr/t* sell, lop". end 't'ORS'CTOC!'fVr**' o0*44404" r/roRep! ee poille ate box "Itil Ito Id.fa MUM OUR VIM war* 5. Fill remaining core holes on DL2 ramp, East Valley Road, and on S.W. 41st. h/gyp 6. If you hove any questions un the auuve, please contact the Engineering Office. Very truly yours, Warren C. Gonnason, P.E. Public Works Ulrector WDK:ckd 11 JZy/�a qF Rg1 � T PUBLIC WORKS DEPARTMENT u DESIGN -urii.iTv ENGtNEER'N,:, 0 235 26.1' i, IR P MUNICIPAL BUILDING 7001MLL AVE SO. RENTON.WASR.99055 n$Ty, `mac Yff) SFr,FVA BARBARA Y. SMINPOCN November 7, 1980 MAYOR Frank C01000i0 Construction Co. 9600 Empire Way South Seattle WA 98113 Subject: Raymond Avenue S.W. - L.I.D. 1307 Gentlemen: The followinq items have yet to be completed: �ftd 1 I 1, Adjust Sanitary sewer manhole +1. \ n7ud i"s,dp MA-. lieu, lhv ul ul+a. 2. Adjust storm manhole k2. / Baca itM�n}Wy ••:c .,.11, �r:et� 4. Adjust water valve box it Station 6+20. 5. Correct paving deficiencies as per letter from City on November 5, 1980. If you have any questions on the above, please contact this office. Very truly yourl, � /fr . warren C Gonnason, P,E, Public Works Director WKD:ckd N�y jo A • sil h,r i • • « FWLIC WC:'n5 DEP. .'ITMENT 2 WUIUCIr'.d bulLUiR,. .✓u ea LL AV SO •.ell UN,WASIt ,, s Y. •"��+ ,ritMu WAitpi Mr. :acne Minice Culu. - to Cumlruction Co. , lot. 96OU iAspire Way S. Seattle WA 9811U Subject: Maymod AvenuO S.W. - L.I.U. JO/ Liar Mr. Minice: An inspection of the projett aade +-ii October 31. 1980, in conjuncti�is wr h the One-year uwiutendbtu and guaruntile prbvisioo of the contract. Durinq that Inspection, it was found that parts of the joints of the asphalt were holder,I water end i, — junerally of an uoacteptable nature It is requested that you mal. .rrr..:iy~a s to have this fi'uhlem corre.trii. A one-inch overlay of a eMnli+ ,,J dsphditic ivacrete MIA laid with prop, truss slope is (tie way to torre.t the pruol crr. If you have any Other options that you feel wrhl satisfo,tarily correct the problem we would be more ttim b.ippy to discuss tht— .pith you. This work should not be done at this time but should bu delayed until spring, 8y this letter, vie City of kuntou is nureby Uxi.t.nding the maintenance and guarantee period until the tumplotion ut the above. xientiuned work. Also, any ituns rti+aining on the pun.h li�,t that hava not been ctwµlletel should be taken care of as w4m as possible. If you would like to discos& the ratter further, pleate advise, Very truly yuars, Warren C. Gonnaion, P.E. Public Works Direttor DGM:ca,, Cc: M.A. Segale City of Renton, Unity Not. t� POESSUPt TEST PORN Meter P.oiect iq , 1 Nam of Projett rl� _ �l.l LCF .,Ft UQA TlE �M Thlt test ra> taken by }. K L�rdy. v On At a hfeC,SVRe of ' J(] PSI, for minutes. ��•. tn3t fallen On _ I PaSve.f V -On 2 1Q coae,ents F10 19" FLAKE 'T I " 4 rA-LBO?- NEU 8 L a. 7 City of Oentoe, uulit, Dept. OmESSuot reST FORM water Oroiect L' ( _ Nan! of Project T p --- L � tC „ ----�r 5t ,TNIS �E test was taken M t n �-- l tl Atsl t a Cressura of S� on MAY vy.' ' the test 'grted '�----- Psi, for 'Pas"l ' �._' `i U� ts. .4 tit _ " S tR Cc•>) •, — ( E i Itl fl� r , . �E M. be D,S[cc fnS�tP -u T Lure ��4, TNIS F TT, s�G 6 T H f f+AG� (r5 Q3?gjjjj J'v 3#4111 3 M)W 1v, ill # SiMl Z y 1V 9 ,�0► u0 ,•Passfd.. „paU +l,. 1sa1 ayl •sgnuiW �01 Is {•��01-1— yo fi„ss aid f ly 1/ U0 — 7S F' >1 11-1" Av uajej "m 'sq s!41 1 lb� ryc� T 1-)IT-�,-•- fi/ 1 I �� itlu iyl 13afos „ d yo awf ,algq WvOd 1531 34nss3Md •�da0 All 1:1n 1 u 1.04 yo A„3 �.✓- a74-A r..- Ta N ,Ar rz�bsa� �y1M6 pQ�. ►AiONG C �a -- Rs5-2b31 %u,,i CITY OG f UToU ZZS -?b31 dole MASON WA3N. AWX GAS 4ZZ-6747 (r/r4h,-4 1MgIE. (f&/*t4 1/ h.v .,)do-r IrHI4++t 'A) 13s-.K $"/Y vow hilt Ele, cH z11 H/a �S3-S000 FROM: CN'_!*II I i . � •' _\ I I �. DATI Rol PROACT NO 0"CT TA-U»'f .,SJ�,.^.`a��C �'.i Y��•.. : . s �,•1L�.1�4'C.Ic! �p'�.,,. .,tP.s2,tt-eci ctitC -•4-- VISEL l4-r, ple" le; f �,)Id d fi0 �G ,;.r. �.. wf,, /ui ;r.V s,r t r"^VJ'r!• r� �� ,. . . .. ,. afGrl , { X4e74-1( YY/1 d4if � L/ i .. "qb. ,WI iW..n ryri h ♦,1 r.. fnin .re. .,. +,. SPECIFICATaONS FOR TALBOT HILL RESERVOIR INLET PIPE CITY OF 1ENTON WASHINGTON J ANL'A F� t�a EARTHWORK INFORMATION ON SITE CONDITIONS Information obtained by the Engineer regarding site con- ditions, subsurface information, existing site facilities as applicable construction of , and similar data will be Available for inspection at the :ffice of the Engineer uoon request. Such information is offered as supplementary _ information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. MATERIALS Sel«cted Backfill Material for Pipe Zone and pipc Base Excavated material, free from stones, roots, end organic material. Ba_ ck!ill Above tie Pipe Eone "tterials from the excavation containing no particles larger than 6-inch diameter and free from roots, material. debris, and organic Compaction Equipment Compaction squipment shall be Of suitable type and adequate to obtain the densities specified, WORKMANSHIP General Excavation Perform all excavation of every description, regardless of the type, nature, or condition of material encountered, as Specified, shown, or required to accomplish the construction. Removal of Water Keep excavation and trench free or water. Dispose of water in an approved manner. 1 Shoring Sheeting and Bracing ouches Erect, maintain, and remove shoring, sheeting, as required by all Federal , state, and ordinances. sad local lava, codes, Bdsc for Pipc Bed the pipe in the select backfill material so that the flow line is at the required grade and elevation. Trench Backfill at Pipe Zone Backfill the pipe acne to S lncne■ above the outside of the Pipe for the full width of the trench with selected backfill material . place in the trench in lifts not exceeding 6 on both sides of the pipe. Thoroughly inches tamp an by 'wel ti a u supplement g i�,• the materiel . Use particular attention in Placing material on the underside of the pipe to provide a Solid backing and to prevent lateral movement during the final backfilling procedure. Trench Backfill Above the Pipe Zone Deposit backfill material in horizontal lifts not exceeding 8-inch loose depth. Compact to 95 percent of eiximum density at Optimum moisture content as determined by AASHTO T 99, Method D. 2 REINFORCED CONCRETE MATERIALS C_ncr_te Concrete shall be ready-mixed confo rming to ASTM C 94, Alternate 2, and these Specifications. Portland cement shall be Type I, II, or III. Minimum allowable 28-day compressive field atrength shall be 3,000 psi when cured aad tested in conformance with ASTM C 31 and C 39. Maximum size of coarse aggregate shall be 3/4 inch.shall be 2 to inch Slump range es and the air entrainmert 3 percent and 6 percent by volume. between Non shrink Dry-pack Nonshrinking-type Grout Nonshrinking-type grout shall consist of 1 part Portland cement, 1 part of fine sand, and 1 part Embeco, as manufac- tured by Maste. Builders Company, Cleveland, Ohio, or other approved admixtu,e. Proportions shall be established by weight. Add only sufficient water to the mixture to produce a dry, crumbling mass. FoLdag Nonshrink Grout., supplied by M..so ns Supply Company, Portland, Oregon, may be used. Flowable Nonshrink Grout Nonahrink grout shall co:,corm to the Corps of Engineers Specification for No-shrink Grout, CRD-0588-76. The following listed grouts meet these requirements and are acceptable for use: UPCON High Flow, UPCO Company, Cleveland, Ohio; Master Flow 713, Master nuilders Company, Cleve- land, Ohio; N.R. Meadows - 588, M. R. Meadows Company, Elgin, Illinois The grout used shall be cured with a curing compound sprayed on or as recommended by the grout manufacturer. Bonding As manufactured by W. R. Grace end Company, Cambridge, Massa- chusetts; Sika Chemical Corporation, Lyndhurst, New Jersey; or Adhesive Engineering Company, San Carlos, California. Product shall be re =mended by manufacturer as meet job requirements. suitable to 3 Reinforcing Steel Deformed bars of sizes shown confurming to ASTM A 615, Grade 40. WORKMANSHIP Placing Reinforcing Steel Place reinforcing steel in conformance with the information on the Drawings and CRSI Recommended Practice for Placing Reinforcing bars. Tie splices with le-gauge annealed wire as specified in the referenced CRSI standard. Bonding to Old Concrete Coat the contact surfaces with bonding agent specified hereinbefore. The method of preparation and appl;cation shall conform to the manufacturer's printed instructions and recommendations. PLACING CONCRETE IN COLD WEATHER Place and p:•otect in accordance with the requirements of ACI 306-66. No concrete shall be placed against Frozen earth or ice ur -_gainst forms with frost or ice present. Do not place cr,n-.ete when the ambient temperature is below 40 degree, r. Any concrete damaged by freezing stall be removed and replaced at no additional cost to the Owner. Compaction Apply approved vibrator at points spaced not farther apart than vibrator's effective radius. Apply close enough to forms to vibrate surface effectively but not damage form surfaces. Vibrate until concrete bevomes uniformly plastic. Do not overvibrate. Finishing Screed surfaces to true level planes. After the initial water has been absorbed, float with wood float and trowel with steel trowel to a smooth finish free from trowel mar%s. Protection and Curing As soon as finishing is completed, cure formed surfaces with an approved curing compound applied in conformance with the manufacturer's directions. Nonsh r_ i�_k Grout Plao _ For dry-pack nonshrinkin t solidly into the space fromythegweter-tamp dior rod the mixture a backing board at the back aide of tbas space$ayainatrwhich the dry mixture can be tamped ovide REFILLING_ RESERVOIR Do not refill reservoir until of 7 days and has obtained a c concrete has cured a minimum 50 percent ompress.ve strength equal to of the specified 28-day compressive strength. Where flowable grout is used, construct forms for the closure ae required by the pouring funnel. Cure as recommended by the manufacturer.related aspects of r.Follow man' a ufacturer's instructions for this work, MANHOLE CONSTRUCTION a MATERIALS Crushed Gravel for Backfill Under Base One and one-fourth-inch minus crushed gravel or :rushed rock, free from dirt, clay balls, and organic material , uniformly graded from coarse to fine, containing sufficient fines for proper compaction. Precast Manhole Sections Precast manhole Minimum sections shall confirm to ASTM C 478, all thickness shall be 8 ie.ches for 96-inch-diameter manhole sections. Thp and bottom of sections shall be Parallel. facture etepe shall be cast in the precast sections by the manufacturer of the manhole sections. Joint$ shall be isddirected to Sroovc or pec ficlock ation for •yprtar:or's after. herein- Precast Slabs As manufactured by Thicknessdberg sandereinforcingaseel Whaling ton, Washing- be as shown, Mortar �,, ndard premixed mortar conforming to ASTM C 387 or propor- tional part. Portland cement to 2 parts clean, send that will page a I well-graded /8-inch screen. Admixtures may be used not exceeding the following Percentages of weight of 5 cement: hydrated lime - 10 percent, diatomaceouo earth or e other inert materials - 5 paroent. Cobaistency of mortar shall be such that it will readily adhere to the pipe if using the standard tongue-and-groove-type joint. If the keylock type joint is used, the consistency shall be ruch that excess mortar will be forced out of manhole section to be placed. mortar mixed for longer not be used. than 30 minutes shall Preformed Plastic Gaskets Preformed pl#s type tic gaskets may be 'load in lieu of mortar- joints and call be Ram-Nek, manufactured by K. T. Snyder Company, Inc., Central National Bank Building, Houston, Texas, or as approved, meeting all requirements of Federal Specification SS-S-00210. manhole Steps Steps shall be steel conforming to ASTM A 36, galvanised in accordance with ASTM A 123. Size shall be 12-inch by $-inch by 2-inch, drop front, with a minimum section of 3/4-inch diameter, conforming to WISHA. Steps to be cast in manhole sections by manufacturer. Locate steps as shown. Manhole Frames and Cover Olympic Foundry No. 5928 with locking cover, or as approved. Manhole cover shall be cast with the word, 'water.* Drain With Grate Olympic Foundry No. 3280B, or as approved. Handrail and Chain Furnish as shown. WORKMANSHIP Gravel Base Grade and prepare natural ground to receive crushed gravel . Obtain Engineer's approval prior to placing gravel base. Provide a minimum 6-inch depth. Deposit material in lifts not exceeding 6 inches compacted. Compact each lift to 95 percent of maximum density at optimum moisture content as determined by AASHTO T 99, Method D, before plating the next lift. 6 Placing Precast Manhole Sections Clem, ends of sections of foreign materials. Thoroughly wet joint with water prior to placing mortar. Place mortar on groove of lower section. Set next section in place; fill joint completely with mortar cf the proper consistency. Trowel interior and exterior surfaces smooth on standard tongue-end-groove joints. Wipe or otherwise clean the excess mortar from the inside of the keylock joint. When the keylocz joint is used, :.t is the intent that the void between the tongue-and-groove be completely filled with mortar and that the interior and exterior and faces of the section to be placed seat fully on the previously placed section. Prevent mortar from drying out by applying an approved curing compound or comparable approved method. Chip out and replace all cracked or defective mortar. Completed manholes shall be rigid and watertight. Preformed Plastic Gaskets Carefully inspect precast manhole sections to be joined. Sections with chips or cracks in the tongue shall not be used. Preformed plastic gaskets shall be installed in strict conformance with the manufacturer's recommendations. Only pipe primer furnished by the gasket manufacturer will be approved. Manhole Rine and Cover Cast manhole ring and cover in the precast slab. Handrail and Chain Install as shown. Drmaged galvanizing shall be repaired with cold applied galvanizing compound. PIPE MATERIALS Pipe Pipe shall be ductile iron, centrifugally cast of 60-42-10 iron, and shall conform to ANSI A21-51 or AWWA C151. Thick- ness class shall be 53. Pipe shall be cement mortar lined and seal coated in accordance with ANSI A21.4. The push-on- ty : joint shall be in accordance with AWWA C111. Rubber ring gaskets shall conform to federal Specification WW-P-421. 7 Fittings for pipe shall be 21/45 cast iron fittings, or ductile iron fittings conforming to ANSI A21.10. Mechanical joint fittings shall conform to ANSI A21.10 and AWWA C110. Push-on joint fittings shall be gray iron conforming to ANSI A21.10 and section 11-2.3 of ANSI A21.11. Flanged fittings shall conform to ANSI A21.10 and shall be faced and drilled 125-pound ANSI. Fitting class shall be 150. Fittings shall be cement mortar lined and seal coated in conforman-e with ANSI A21.4. Pipe Base and Pipe Lone As e.yeci.`ied in Section EARTHWORK. WORKMANSHIP Trench Trench excavation, pipe base, pipe zone, and trench backfi:A shall be as specified in Section EARTHWORK. Pressure and Leakage Tests Conduct pressure and leakage teats at the same time thr adjacent pipeline is tested. Sterilization Sterilize pipeline at the same time the adjacent pipeline ss sterilized. Sterilize reservoir in accordance with AWWA C601 and the requirements of any governing agency having juris- diction. CASING PIPE MATERIALS McLhud The casing pipe shall be bored and tacked ,..to plane, or by other methods as apdroved. Excavation and eackfill As specified in Section EARTHWORK. Casing Pipe Smooth steel pipe with a minimum thickness of 0.50 inch, AWWA C201 or C202, ASTM A 53. however, Contractor shall be responsible for selecting the thickness :Onsistent with his operation. e Bands Galvanized steel , size consistent with Contractor's operation. Minimum spacing as shown. Grout As specified in Section REINFORCED CONCRETE. SuDporta Lumber shall be No. 2 West Coast Douglas fir graded in conformance with WWPA Current Grading Rules for Western Lumber. Material shall be pressure treated with creosote or pentachlorophenol in mineral apirits in accordance with AWPA C11, CS, C9, and C2 as applicable. Minimum retention shall be as designated for contact with ground. Method of treat- ment in accordance with the applicable portion of the AWPA manual standards. Insofar as practicable, all timbers shall be cut to size bufore- the material is given the timberpresers treatment. Apply preservative trea[went to all cut ends. WORKMANSHIP Excavation and Backfill As specified in Section EARTHWORK. Casino Pipe Bnred and jacked pipe casing shall be continuously welded at Joints for ., rigid, watertight encasement. Cased_ Water Pi pe Provide strapped timber cradle under barrel of pipe, join Pipe, and slide into casing. PiF , barrel shall bear contin- uously on cradles. Pipe installation shall conform to applicable portions of Section PIPE, including hydrostatic testing. Fill the annular space between the casing and the carrier Pipe completely with grout. Accomplish grout fil:inq Dy pouring or pumping the grout from the two ends. '',,outjn shall be acc6mplishsd in two lifts in order to prL,ent the Pipe from floating while the grout is still low-pressure grouting fluid. Suitable equipment havin capacity to deliver be approved. grout under pressure of up to 5 poundsg per square inch will 9 Placing Seals at Ends of Casing After the pipeline has been tested and approved. construct a wood form at the end of the casings and pour minimum 6-inch- thick concrete plug. Mork the concrete around the pipe so that the plug will provide a watertight seal . 10 BUTTERFLY VALVE MATERIALS Butterfly valve shall comply in all respects with physical and performance requirements of AWWA C504, flanged short- body type, class 150B. Operator shall be a geared handwhecl and shall comply with AWWA C504. Valve size shall be 24 inches and shall be flanged. WORKMANSHIP Before installation, carefully clean valve and inspect valve in open and closed positions. After cleaning, insert flanged gasket and tighten nuts progressively and uniformly. e 11 rH I MLL 4 14- Cn�IfTCCT, F1G1 zrs st wntiq; December 21, 1979 S211.71 Public Works Department Municipal Building 200 Mil Avenue South Renton, Washington 9E055 Attention: Ron Olsen Gentlemen: We have completed the design of the new Talbot Hill Reservoir inlet. Enclosed are 10 copies of Drawing 5211.71, Sheet 1 of ] , and specifications for this project (both dated December 1979). The specifications have been prepared in abbreviated form suitable for inclusion in a contract change order as ^- requested. Only technical specifications are includedt all legal requirements must be supplied by you. Please note we have not specified a completion time relative to the period YOU will allow the reservoir to be out of service. We estimate 25 days would allow sufficient time; this incluies the specified 7 days for concrete curing prior to filling the reservoir. Please review the plans and specifications for consistency with your objectives and coordination with other contracts. Should you identify needed revisions, we will respond immediately. Sincerely, James L. Butt cal Enclosure self,eaia iW Ik.0'A"nu )1 N.N' • WdMink4w 4AA14 �Ib,.la q„, PALWIC TES[RK&$ORATORIES ION .,HEFT Doh: lJL20jr Cak By: page—of-- Projea Dwroan: Rojoct Nat 3C12 B Synopsis: A DDENDIM To Pe fyiol PVAIC H Lit f REPAIQ 11 AJa►1o� (sAwrARf SEWfP) ON E k4T VAcl£r ej STA 3.)islf C(SS' DUVAJ6 QEcfb 0/0 wArft tEOEJ, FIL- bfOf0FF- 0IJ E, VALM El Al, 0' STA, 1., +60 DALE( hs104LT COS. S.w1 41'` sTA. S40 R+. cots AID CATCH GASfM AT LOU PoIu pF SUP• "1u 8" 5cN. 6 offf D+eEcru IV- AOJAc£•Ir 36" Src4AA Li#C Arcer,% M,W s ws A.r'PE ioRr UV E Rev.ewed By GARDNER ENGINEERS. INC. CONSULTING ENGINEERS PLANNERS SURVEYORS Si.a IPSJ AFCMC BWIApp RRnsawPR,SRRTRA. WnNRgWW MI1OA TRIPP�mR 17M!Bf46�Bt TOI C' o f DATE: g. Pn , Taih. : OE sL c WE ARE SENDING YOU,PATTACMED []UNDER SEPARATE COVER VIA THE FOLLOWING I ------- COPIES DE S�C`R�IP�TTION� THESE ARE TRANSMITTED AS CHECKED BELOW ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ RE-SUBMIT CONES TOR APPROVAL egTOR YDUR USE 4PPRDVED+% NOTED ❑ SUBMIT COPIES FOR DISTRIBVI'ON AS REQUESTED RETURNED FOR CORRECTIONS ❑ RETURN.. ... ... CORRECTED PRINTS ❑ FOR REVIEW ,NO COMMENT rl PRINTS RETURNED ATTFR LOAN TO US REMARKS COPY TO SIGNE DI - L/Ia n 9300 TA.r.c. OV lij ,J 41 �...-J Ly { S'G - _._.�_____�..� i •-�_�.�F, 1, ; m memo irr�s p B• 141 I 7 -45 �I1 l . 4 I f ,y jk• WINQ_ AWRATOR IES 4A'CATI L S�.cST ne: 11 r1 )9 Colic By, C1,11TY/roacGL6 • Doge oI— Sy -- nQ Description. ___Proect No. _ r Sytwpsis: Llti'C dUE. ( ' r'fJT 4E/AIR kt'LL DFIYES 01U £A,r L 4u,0 R, , tow F'ot PtUPFfF PtUvAGE F:ecm THE Sl ,rfa T' rH+ aoA :, ,IQES. PLt(t 14z" pot At,'aua ASPw4 T )rT,-eVS EKE C .0 P L LT) 5, Li. N 3C4 . PM& CVeb AT` SStSD ON Eh�> - SID{ ' L /,QO. RCPAIt MAy0NC1 u.iOtK IpSIDE C� CAT1il �t�r4) Ut+(PE =C<(5 NAD 1S1 fUt£Q, t UwE.e Ftpl ° O'BfAof AT SI a ?V pti ON S, E, 510E OF idf$r RS' CO( .4,A,c2 pF ;uE I-Apt Sttrr..w, OF CURB AtJD (,UTTU . SA: CcT ff. •f C £AuTlk OF ROAD AT itACCS Tb S. E06E uF Po G AT E. .'£eM MOST POrw,'r OF C�dk-.A (,LTt .'` I-�'VAL PF• 'OVI CLf rSP WITNIIJ THIS Alit KEPrA(f � C)Pr AGlr SUIT i hitrla J71h rlr of PR . TPA(_KS PI Pt Act ;A)y > ASPI Ivr V"ETIJiv% E(aT«w DF RQ 4cecS)'UG.� x104t TOW Ii1CU) �F is fit, ! tic A;b RT'WE (Itr) 6 POW + i(i cAf(t C,I+SltJ Al ;r# em). P'NICUf 1 ` r ' IS Ot . .Pn fAS Cf C.B. hr Ili E)RCF 'ti�-ET f tu,- POMT . PtAq • TT°E I C.0 tfr' CA I of t I:PB. ( .vlc* ')ta 1A(r To T -WE I C.B. WTN S. + •Pt TM'j/ . oU :T To S` f °( oic#4 P bS Mara ��+t-xL T tl fKllr I. , CArc(I `i�,1U To r rWE, t3 eFk;nt% Pcelt 'tAtC '° 6flt ofGArUJr TYPtI P. Reviewed By: __ ..t�,r6.._ _.__._ _--_� bte•.__— IFIC TESTINr• LABORkIOR1ES C 3ICUE _ a -; 1219 l' •_ Colt By. CHITIr KECLQER page?o .-_ Ary ecf Descripyun: _ -- t ,ojecf No.-Li I. t�Gc 13 Syropsis:_ - — SrA. 6+ 25 PLACE A OPOP .IUEET Ar cow SPCr WEs' OIC f'ArcH WIW (A6o�r SrA At=s). Pt ACE A cArc BASIN fEHIOD ( k.;06 , QUA) ?° VH B PIPE c000 Dew, wrr 70 CATCN >ASilJ AIJD F90V CATCH WAJ TO MA"OLE AT 500 AT 5190. QErAlk CURB Arrce uocA coMPCErE .'• cAoe J ��65 8"Stn_B g�v� O p so E l>TfA1b REmil ; CuA C OTC N 0MAI CA1t y4ET rAsh, STA J+63 CAUSE MPEQ JRAIA AGE F "DO M SPOT T STA. $400 To WEST. NotioD ro BE E KAAIME0 lu FIECQ -TNTECSE(TIOW OF 5W )'I" AUP :AST UAC., CV. PCAc E 11!1' QOcr OUTSIPE OF WHAT " RPUli F1C � I5PkT awe FAf CASs' VALLf 'j WITA WWII eOE FINE ,&f6AFE) TPOOL SYSTEM PQouloE PEoIE: PEDEsTrfAA) P0, QUrtO►J SIGA15 A' .1 TFAFFI! EIAsT AW Sl6A,s 45 OCR PCA1,1S. ACAcE Vrk :r.e SIV BAcKpA- AAID 01 HER TTEAAs ro Compccr� ,rsrfm. COMPLETE STPIPIAI6 Au(J t i4pjb• . 17h rioA . krPLAC, ruoka, Avp d1s51,uc- aLFTOUS. CC,ytFTC I t UMWArIo1J rPEACE DE;ECr/Uf MAST AkA45 . EPCACE $' ARM AT STA, 6I.66 (t W. 14r1) AIUl srk 6S (Ll Afd AuC'JQE) W11-4 il' APM... AS CA LEO Fo Al IU PtAA) GENEQAE CCEAUUP OF fkT1PC ",PUj T Reviewed By: _,�.� __ .__. ..._ __._..._ Date: TALBOT RESERVOIR TIE-IN PUNCH LIST 1. Install guard rails inside deep valve chanters as per mm' L detail of plans. 2. Complete installation of rungs as necessary. 3. Provide 2 hooks to open locking manhole covers. 4. place concrete supports under pipe in deep valve chambers. 5. Place operating handwheels on valves in deep valve chambers. 6. Locate 4" G.V. at Station 3+50, bring valve box to grade ind set valve marker. T. Build up earth at base of fence surrounding reservoir. (West Side) 8. Clean up and restore work areas, particularly the Miller property, the ;aundtrs Property, and the easement area east of Talbot Road. This includes removal of larger stones, wire and other debris; hydroseeding where necessary; replacement of topsoil and flea; and restoration of preconstruction ground elevations. 9. Complete shoulder restoration with 518" minus crushed rock. 10. Repair damaged gate of reservoir fence. 11. Contact Pacific N.W. Bell to expedite their work at S.W. ead of project, tnen comp ete shoulder restoration there. 12. Replace Miller water meter box. Repair any damage to meter or fittings, TALBOT RESERVOIR T'E-IR PUNCH LIST 1. Install guard rails inside deep valve chambers as per manhole detai: of plans. 2• Complete installation of rungs as necessary. 3. Provide 2 hooks tt• open ;poking manhole covers. 4. °lace concrete supports under pipe in deeo valve chambers. 5. Place operating handwheels on valves in deep valve chambers. 6. Locate 4" G.V. at Statioi 3+50, bring valve box to grant ,nd set vai.? marker. I. Build cp earth at base of fence surrounding reservoir. West Side, P- Clean up and restore work areas, Particularly the Miller Property, and the easementarea st of Talbot Road. -h•s includes r larger stones, Property. Saunders Of topsoil and flora; and restoration oother debris; fdroseeding where necessary- emiac� of preconstructi • round 1 P ,9. Complete 9 e evrtions.p shoulder restoration wit" 5/8" minus crushed 10. Repa i. damaged gate of reservoir fence. 11. Contact Pacific N.W. Bell to expedite their work at S.6. ene of complete shod der restoration there. ProJact, then 12. Replace Miller water meter box. Repair any damage to ^ • er or fitti gs, 474-h — Tc- .N M IV1�E Uac. I�NG -�N•e.¢- /A'(�ZU� �'�t�� �.r�.cw,<,o 72233vG Les l/ .1/dos H 43s ?631 Cal/1� WLS�,y WAS N. 1ULN3 CoA/S G Z2-to 7e, 7 CH 2,# �53-5'ooa e GROUTING ANCNOR BOL NO DOWELS GGAUERING AROUND PIPES E Nr v TNRYIMiM EOYMOATOM WAIL$ 1 TI.. .wmMshir Mw ea,e..^xne.rwn^d�wnW {�Bsss�F1�� o. ...v.won^.:.ru..•.n,anyM p+.n.n.w�a...aYn.w.... row.e n..+..n. 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