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Kenny dale Lake Wash. Lake Front Side Sewer S-442 Improvement Project BEGINNING OF FIL FILE TITLE 5 — ` .•� Pro v I - raJcc � `y CITY OF RENTON MAL PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering October 12, 1988 Horton Dennis & Associates, Inc. Consulting Engineers 320 Second Avenue South Kirkland, WA 98033-6687 Attention: Alan E. Meyers, P.G. Subject: Kennydale Sewer Improvements Dear Alan: We are enclosing herewith a copy of the signed Pay Estimate for your files. Very truly yours, Michael A. Benoit Utility Engineering U/M/HOKTDEN/MAB:lf Attachment 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 c A . �• CITY OF RFNTON • DEPARTMENT OF ENGINEERING MUNICIPAL DUILOINC, 200 MILL AV('.. SOUTH, 12[NTON, WA. 9CIQU5-235.2091 T� PROJECT ONNY04lf %EVEN IMPROVCMCNTS PROO(RESS PAYMENT ESTIMATC. NO.I Conlr.cl No. CAG 007n_Conl r.clor GRANT CONSTRIICTION Clo.my oate A/112AA She.1 L o7 Ors Lsl IP(,U_V_VIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No Deacrlpl,on UMIPr� G1l Y. `II Oly Anwuol Q�y. A........l UI) �Aiavnl 1. SCOEWLC 'A" )b611izatlon LS 0.01 - -0- .OI .OI 2. Fiu%h Slallom. Alleralloel LS 1.000.00 - 1.5 3.000.00 -0- LS 1,000.00 1. Sewer Pig Access Vault and Piping LS 3.000.00 - -a- -0- -0- 4. Clean-out Cover Restraint CA 1,00.00 4 1 1,180.00 2 2,160.00 ) 11540.00 5. Add Plug Valve and Retainer Glands CA 1.554.00 27 1 11 21,114.40' 11 25,1.85.60 10 46.620.00 6. Cut-In Plug Valve on •' Side Serer EA 11576.00 5 4 6.ID4,00 l 4,22N.00 7 11,072.00 7. Supply Extra 6' Plug Valves EA 2I5.00 6 0 .0- 1) -0- -0- -0- O, Relocate Existing 4' Side Sewer Lr 0.01 S00 -0- -0- -0- 9. Extra Excavation CY 0.01 40 -0- -0- -0- Mterlals In Sterege: 37 ek.g V.tvea 6 Arc....11.6 EA 281.22 17 17 t0,479.14 -0- 37 10,419.14 0edurt Valves U..d (or thL. P.li.d I.A (2113.21) (22) (6,21U.A4) (15) (4.246.30) (17) (10.479.14) Co..,. Older Na. I Ls LS 12A.A I.S 728.14 Ch.... Order N.. 2 1., LS 2.138.95 I.S 2•I16.45 Co..,. Older Nn. 1 I.5 I.S 970.09 1.5 910.09 l.Iun,e Order Ne, 1, LA LS 609.71 LS 609.11 ch..,. Order No. 5 I.S LS 60%.11 IS 6115.11 Ord.r He. 6 I_9 LS 641.51 LS 647,11 Ch.e,. Olds Nn, 1 LS LS 1.710.55 LS 1,110.55 Ch.." Order No. A IN LS 651.42 I.S 651.92 Ch.n6. 0r4., No. 9 LS LS 6)5.04 IA 615.04 Clun,e old r No. 10 I.6 Ls 621.48 LS 671.49 ❑..,. Order I... 11 I.S 1.5 611.92 LN 611.92 Chen.. Order No. 12 LS LS 510.41 LS 510.42 ch."'. order No. U 1.S I.S 1.496.50 Ls 1,UM.50 f.IV Me Older H.. 14 LS LS 590.6N 1.5 SAN,,N Chen,. Older No. 15 LS LS 710.99 1.5 110.99 Ch..,. Older No. I6 I.S I.S 1,029.4N LS 1'1029.4A Ch.l,. Order Ne. 17 is IA 1.1111.16 LS 1.011.16 Ch.111. olds 4n. IN LS LS 1.557.01, 1.9 I.517.06 Chen,. Older Nn, 19 I.S LS 1.212.36 LS 1.112.16 lh•nge Order No. AI Ls LS 22,281.19 I,S 22,781.79 Cbenge Order No. N (Cnnt rae( Adl'.(.ea ) LS -0- LS .0- ' 50% P.Id Until Full ,.•.tor.11.n 1. Co.Plat. " lee lode. 201 Ill R..Inr.Lion on rlr.t 11 valve. 54,I 8.21 56,601.10 104,151.51 ort `$-I DATE: August 11 , 1988 TO: I'INANCE UIRECI'Olt Sheet 2 of 2 I'RCM: PUBLIC WORKS DIRECTOR SUBJECT: PROGRESS PAYMENT CONTRACTOR:GRANT CONSTRUCTION ESTIMATE NO. . 3 CONTIInCT No. CAG 007-87 PRcuEcr: KENNYDALE SEWER IMPROVE'r,LNTS 1. CONTRACTOR EARNINGS TIIIS ESTDIA'rE $ 50 G 7. 10 1. SALES TAX F 8.1% 4,099. 17 3. TOTAL CONTRACT MOUNT 111IS ESTIMATE: $ 54,706. 27 A. EARNINGS PREVIOUSLY PAID CONTRACTOR S 51,440 JZ_ S. *EARN1NCS DUE CONTRACTOR TUTS ESTIMATE j 48,076. 74 6. SUnTOTAL - CONTRACTOR PAYMENTS j 99,517.56 7. RETAINACE ON PREVIOUS EARNINGS $ 2,707 .41 8. •• RETAINACE ON EARNINGS TIIIS ESTIMATE 2.530, 36 9. SUftWrAL - RETAINACU $ 5,237. 7; 10. SALES TAX PREVIOUSLY PAID ; 4,386.01 11. SALES TAX DUE 1111S ESTIMATE 4,099, 17 12. SumoTAL - SAIXS TAX j 8,485. 18 •(95t a line 1) CRAND •TOTAL S 10,240.51 `•RCTAINACE: 5% FINANCE DEPARTMENT ACTION: Pf,YMENF TO CONTRACTOR (Lines 5 and 11): ACCT. I 421 /000 /15 S96 AR 65�19 E 52, 175.91 1 3 ACCT. I $ A ACCT. I i $ ACCT. I $ (— ACCT. 1 $ 1` RETAINED AMOUNT (Line D): —' ACCT. I _ 421;000115.596.38.65. 19 $ 2,530.36 1 3 ACCT. I S ACCT. I S ACCT. / ACCT. I S 1' CHARTER 116, LAWS OF 1966 TOTAL THIS ESTIMATES 54,706. 27 CITY OF nENTON CEFTIFICATION (S� 1 n,l IMIl1Yy(p w„mug tt.,,,r Ylxl nnun or Mu„1. ,wr mt ,u,tW,l Nww Yrr ruw,rm, n,[ tl„KY M,OIn10 Cr MI NKy ryrq,y,b rl CYo„YO / nIn14 wi rrr rK f,/+r 1+� utr,11Uf Mo ww p,n.non NlY,ll n.l an o, ru,n„t uo nM,,w wt1OMO0 p I.Iy�11pY MO tYM 10 MO ryNl .► , S -44 t Norton 1),nni; r' Associales, Inc, RDA 5791.00 Consulting L-ngincer.s July 29, 1988 Bob Bergstrom, P.E. City Engineer Renton Public Works Department 200 Mill Avenue South Renton, WA 98055 SUBJECT: KENNYDATe SEWER PROJECT PROJECT UPDATE Ladies and Gentlemen: Following our letter to you dated June 14, 1988. we have completed six weeks ,f extended flush station pumping operations for nine hours per day. During this teat period, we have raised the elevation of the flush station overflow pipe twice in order to raise the hydraulic head in the 8" lake line. Our tests to date have gradually raised the flow rate through the lake line from 80t GPM to 100± GPM. The lake line appears to be gradually clearing itself out but present velocities of only 0.5 FPS are not sufficient to clean out larger materials that may be present in the sewer. Since extended flushing may never clean out the sewer line, we recommend that Renton contract with Allied Environmental Services (Swede Larson 481- 7073) to clean out the entire lake line starting at the lift station. Mr. Larson has special jet truck equipment which allows him to clean up to 1800 feet of sewer pipe per run. Since few convenient cleanouts exist on the Kennydale Sewer Line, a long cleaning hose is required to reach all, areas (City's cleaning hose is only 700 feet ling) . Mr. Larson would be pleased to bid the job either time and materials or per lineal foot. We recommend Allied based on our first hand experience with their work. Mr. Larson does good work at a reasonable cost. His rate is about $120.00/hour for truck and crew, 320 Second Avenue South, Kirkland, Washington 98033-6M7 � 'hone 822-2525 KENNYDALE SEWER PROJECT PAGE TWO July 29, 1988 In our opinion, this high pressure cleaning process combined with the use of the new side sewer isolation valves is the best option available to restore the lake line to its original design capacity while protecting the lake front properties from water damage. Please call us if you have questions. Sincerely, HORTON DENNIS & ASSOCIATES. INC. 04 Alan Meyers, P.E. Project Engineer AM:rs Horton Dennis &Associates, Inc. • Consulting Engineers • Kirkland, Washington a .mac re)a NORTON DENNIS & ASSOCIATES, INC. 320 SECOND AVENUE SOUTH KIRK[AND, WASHINGTON 980336687 March 31, 1988 (206) 822-252E Invoice No. 5791.88.03 City of Renton Public Works Department Municiple Building 200 Mill Avenue. South Renton, Washington 98055 Attention: Mr. R.E. Bergstrom, P.E. Professional Services: Kennydale Sewer Construction Inspection and Asbuilts Progress Billing For tEe Month of February, 1988 -------------- Job No. 5791.00 - Construction Administration Project Engineer 12.5 Hrs. @ $ 61.00/Hr. _ $ i62.50 Drafter 2.0 Hrs. @ 25.00/11r. - 50.00 Senior Engineer 2.0 Hrs. @ 45 .00/11r. = 90.00 Sub-Total: $ 902.50 Blueprints 120.00 Reprogranhics, Northwest, Inc. 35.67 TOTAL DUE: 1S 1,058. 17 �p �929�� ail( I CITY OF RENTON Engineering Dept. MORTON DENNIS A ASSOCIA7M, INC. 320 SECOND AVENUE 90 M KIRKLAND, WASHINGTON ONO64W (206) 822-2525 Octobw 31. 1967 Z6� hov 6''IYds L J8.65 'V bwaioe ft 5791.87/10 City of Renton 03471 Public Works Deiartnent Municipal Building 200 Mill. Avenue South Reotroi, Washington 98055 Attention: Mr. Bob Bergstrom Professional Services: Kennydale Sewer Construction_ . Inspection and Asbuilts Progress Billing For the I niths of August, 1987 and Spptember, 1987 Job No. 5791.00 - Construction Ad:tinistration and Inspection Project Manager 1.0 [Irs. @ $ 58.00/Pr. _ $ 58.00 Supervising Engineer 3.5 Hrs. ® 46.00/Hr. - 161.00 Total: $ 219.00 Budget: $ 7,460.00 Total Billed To Date: $ 8,898.50 ------------------------------------------------------------------------- Job No. 5791. G1 - Asbuilt Drawings Drafter 2.0 Hrs. 8 $ 24.00/Hr. $ 48.00 Total: $ 48.00 ' Budget: $ 2,766.00 Total Billed To Date: $ 1,596.00 Total Amount Due: �Z267� I JII [)�n,IIS SSOCI,I ICS, IIIC. Consulting L,ngineers September 9, 1987 SEP 10 1987 Robert L. Punt 3908 Lake Washington Blvd. N. Renton, WA. 98056 RE: SEWER REPAIRS AT 2807 MT. VIEW AVENJE N. Dear Mr. Hunt: Our firm is under contract with the City of Renton to study and improve the operation of the Kennydale Lake Front 8+wer line. Within the next few weeks, we propose to cap off the overflow pipe located under your house located at 2807 Mt. View Avenue North to stop overlows under your house and into Lake Washington. Temporarily we propose to install a one inch diameter clear plastic observation tube as shown on the attached drawing. This tube will be used periodically during testing this fall to monitor the hydraulic grade line in the lake front sewer system. The tube would be removed early next year and the hole plugged. If you have any questions or comments on this proposal, please call us at 822-2525. Sincerely, HORTON DENNIS & ASSOCIATES, INC. Jz 4° ';;�7 _ Alan E. Meyers P.E. Project Engineer AEMejv cc: Mr. Bob Bergstrom, P.E. City Engineer 320 Second Avenue South, Kirkland, Washington 98033-6687 0 Phone 822-2525 7L�pnm Or'Ar !r/•tr Y r p Lai N dSlt�n:i }oil D�PC-r CA 1",�c V Cit �Y G� �Pn�O/1 -5`7 �), Do i NORTON DENNIS S R,SSOCIATIM WQ 32u Second Avenue South Kirkland, Washington 9P033-0E8, (205) M-2525 August 31, 1987 Invoice No. 5791.-- CITY OF RENTON Public Works Department Municipal Building 200 Mill Avenue South Renton, Washington 96'055 Attention: Mr. Bob Bergstrom Professional Services: Kennydale Sewer Construction Inspection and Asbuilts Progress Billing For the Month of July, 1987 ------------------------------------------------------------------- --------------------- 5791.00 - Construction Administration and Inspection Supervising Engineer 22.5 Hrs. @ $ 46.00/Hr. 5 1,035.00 Drafter 5.5 Hrs. @ 24.00/Hr. 132.00 Total : $ 1 ,167.00 BUDGET: $ 17,460.3G TOTAL BILLED TO DATE: $ 8,679.50 5791.01 - Asbuilt Drawings Supervising Engineer 10.0 firs. @ $ 46.00/Hr. m $ 460.00 Inspector 4.0 Mrs. @ 34.00/Hr. 136.00 Drafter 39. 5 Hrs. @ 24.00/Hr. _ _ 948.00 Sub-Total : $ 1,544. 00 Blueprints/Reproductions 4.00 Total : $ 1,5400 BUDGET: $ 2,766.00 j TOTAL BILLED TO DATE: $ 1 ,544.00 -------------------------------- •--------------------------------------- TOTALkla2lT UU"c: %l$ 2,715.00 amvamaamamv aII==aaaa=aaaasaa �R- P�n/nrsa+- Sri}t!f'/� y21/ !/5.6y6. 38 -Gr !y - /�� PACIFIC WATER WORKS SUPPLY CO., INC. JOBBERS AND MANUFACTURERS AGENTS REPRESENTING LEADING MANUFACTURERS OF WATER WORKS,SANITI.RY,PROCESS AND INDUSTRIAL EQUIPMENT (206)223-0400 a Washington Toll Free 1-800-552.7394 2900 First Avenue South a P.O.Box 3515 SEATTLE.WASHINGTON 98124 June 12, 1987 R. E. Grant Construction 1420 NW Gilman Blvd. Issaquah, WA 98027 RE: RENTON KENNYTIAaE - SEWER PROJECT Dear Mr. Grant: This letter is in response to ou- conversation last week regarding the mega-lugs. Pacific Water Works Supply cannot guarantee that the use of the split ring mega-lug will not damage the cast iron pipe. Therefore, your request for guarantee is d-nied. Sincerely, PACIFIC WATER WORKS SUPPLY CO. , INC. Gregg Carroll GC:brg ARM NI!Mlm loll tnE VYOII OON[[[on11D P D1 YDon un4ei.tc[Vnit.n nlhn Mnlrol Me rrurve In,biM 10 torten tllnoenDln[[ft.•t. P[mn W.Xn to[M net tnE rtv niOn Wllhoul nolm['o DnPb In e(fe[I ll tam!w :hlDmtnl no lu rcvNnn to.qualu!an)[nmee m nl[of Irllehl n um[of 060ml..1 SEATTLE TACOMA PORTLAND FXL 5 I L �k._+ �d IPROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif that kt has examined the site of the proposed work and ha read and thoroughly understand ' the plans, specifications and contract governing Lhe work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and tha following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature 1------- Address ���—.___.- Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of With Main Office in State of Washington at 'NMALE SEWER IMPROVEMENT PROX GENE COULON PARK NORTH TO THE BARBEE MILL SCHEDULE OF PRICES (NOTE: Unit prices for all items, all estendons and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS, 01. 1 SCHEDULE "A" Lump Sum Mobilization Per Lump Sum (Words) (Figures) 02. 1 Flush Station Alterations Lump Sum o` „�e 7-h s 3600 t,0 3 oao Per Lump Sum 03. 1 Sewer Pig Access Lump Sum Vault and Piping Per Lump Sum 04. 4 Clean Out Cover Restraint Each oo ee Per Each 05. 27 Add Plug Valve 6 Retainer Glands 00 Per Each 06. 5 Cut in Plug Valve on Side Sewer Each ; v / NO c 7 VY0 Per Each 07. b Supply Extra 6" Plug Valves Each O o LS Per Each 08. 500 Relocate Existing 4" Side Sewer Lineal Foot Per Lineal Foot I KENNYDALE SEWER IMPROVEMENT PROJECT GENE -OULON PARK NORTH TO THE BARBEE ..ILL SCHEDULE OF PRICES (NOTE: Unit prices for allitems, all extentions and total amount of bid must be shown. Show unit prices in boil: words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICEEAMO:NTNO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. R CT SCHEDULE "A" Continued 09. 40 Extra Excavation Cubic Yards ��,`� • 7<<� �� Per Cubic Yard TOTAL SCHEDULE "A" � � ��3 i M t N N (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures piand where oonflic: occurs the written or typed words shAll prevail.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written in words DOLLARS CTS. DOLLARS CTS. UN)ERSICNED BIDDER HEREBY ACRE i TO START CONSTRU ION WORK 01 THIS PROJECT, I AWARDS HIM, NO LA sR THAN TEN (10) IAYS AFTER FINAL E ECUTION AN TO CC MPLETE WITIIN 90 WOLKING DAYS A TER STARTING CONSfRUCTION. ATID T KIE cxeo THIS ll DAY 0 . 198 ACKNO EDGEMENT OF CEIPT OF ADDENDA: NO. ATE NO ATE NO ATE SIGNED TITLE:::t C NAME OF COMPANY Grani Conslru Non ADDRESS IM •172nd 6 E. CITY/STATE/ZIP TELEPHONE ITT 0 RENTON STATE CONTRACTORS USINES LICENSE I LICENSE 1 _ / C 35(Gj>I _, I / PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif ,v, that 4L has examined the site of the proposed work and has read and thoroughly understand s the plans, specifications and contract governing the work embraced in this improvement, !i and the method by which payment will be made for said work. and hereby propose to undertake an : complete the work embraced in this improvement, or as much thereof as can be completed with the money available. in accordance vith the 0! P� said plans, specifications and contract and the following schedule of rates k and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit. prices both in writing and in figures.) Si gnaturea,�L $ Address 444Y J SE•+,r r u�.1 fd'ir8 Naruts of Members of Partnership: OR � Name of President of Corporation / � �/� L `/L'4 7 /� Name of Secretary of Corporation �e L flc, Corporation Organized under the laws of QSNini4 To^i With Main Office in State of Washington at /071 A�1w6 WAN S , E - KENN'. ;E SEWER IMPROVEMENT PROJECT GENE COULON PARK NORTH TO THE BARBEE MILL SCHEDULE OF PRICES I (NOTE: Unit prices for allltems, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPkOX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. 1DOLLARS CTS 01 . 1 SCHEDULE "A" f Lump Sum Mobilization 1 .,, .3 UGrb Per Lump Sum (Words) (Figures) 02. 1 Flush Station Alterations Lump Sum r� ; $ L i2JG1 Per Lump Sum 03. 1 Sewer Pig Access Lump Sum Vault and Piping w $ _ Per Lump Sum 04. 4 Clean Out Cover Restraint Each Per Each 05. 27 Add Plug Valve 6F.etainer Glands Per Each 06. 5 Cut in Plug Valve on Side Sewer Each Per Eac 07. 6 Supply Extra 6" Plug Valves Each L 24" Per Each 08. 500 Relocate Existing 4" Side Sewer Lineal Foot Per Lineal Foot E- KENNYDALE SEWER IMPROVEMENT PROJECT GENE COULON PARK NORTH TO THE BARBEE HILL SCHEDULE OF PRICES (NOTE: Unit prices for ailltems, all extentions and total amount of bid must be shown. Tiow unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLAR T SCHEDOLE "A" Continued 09. 40 Extra Excavation Cubic Yards ,vo y E Per Cubic Yard TOTAL SCHEDULE "A" -71 to oT 5 Z /o% SZ7 I (Note. Unit prices for all items, all extensions and total amount of bid must bw shown. Shaw unit pricer an bot" words and figures and where oonflic: occurs the written or typed words shall prevail.) �ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Urut Prices to be written in words DOLLARS CTS. DOLLARS CTS. NINE ERSIGNED B11 DER HEREBY AGREES TO START CONSTRUC ION WORK 0 THIS PROJECT, I AWARDS HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION AN TO C MPLETE WI IN 40 WO ING DAYS A TER STARTING CONSTRUCTION. ATED T Ci THIS /i f7J DAY 0 /I�Af r 198 PACKNO EDGEMENT OF CEIPT OF ADDENDA: NO. ATE _ I NO _ ATE . �NO ATE slow--- TITLE 4 S.oe?r_ NAME OF COMPANY �` ° ', r ADDRESS 91 S /V I A" /' �✓. CITY/STATE/ZIP C�j TELEPHONE �ITY 0 RENTON STATE CONTRACTO S USINES LICENSE B T LICENSE i �r�'/� -✓" 1 �� I PROPOSAL rO THE CITY OF RENTON RENTON, WASHINGTON Gentlemeu: The undersigned hereby certif_-a_ that "_ has examined the site of the proposed work and he :3 read and thoroughly urdnrstand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complet? (',e wor', embraced in this improvement, or as much thereof as can be completed with, .,,a money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures.) Signature Address 44 9 - 1 34 Names of Members of Partnership: OR Name of President of Corporation Name of Secretary of Corporation /a '-K �s ►� t Corporation Organized under the laws of \, /A s V-<, • �- With Main Office in State of Washington at '3 ►-t . i .NYDALE SEWER IMPROVEMENT PROJE,. GENE COULON PARR NORTH TO THE BARBEE MILL SCHEDULE OF PRICES (NOTE: Unit prices for allltems, all ext^.ntions and total amount of bid must be shown. Show unit prices in both words and figures and when conflict occurs the written or typed words shall preva(L) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS . DOL1,ARS CTS 01. 1 SCHEDULE. "A" Lump Sum Mobilization $ �{i�i^_. �`a \i: r1a NO 1i :L 10 Per Lump Sum (Words) (Figures) 02. 1 Flush Station Alterations Lump Sum Per Lump Sum 0: . L Sewer Pig Access Lump Sum Vault and Piping q.— Per Lump Sum O4. 4 Clean Out Cover Restraint Each Per Each 05. 17 Add Plug Valve S Retainar Glands L Per Each 06. 5 Cut in Plug Valve an Side Sower t Each _ Per Each 07. 6 Supply Extra 6" Plug Valves Each vo Per Each O8. 500 Relocate Existing 4" Side Sewer Lineal Foot Per Lineal Foot ! � I KFNNYDALE SEWER IMPROVEMENT PROJF'-' GENE COULON PARK NORTH TO THE BARBEE HILL M SCHEDULE OF PRICES (NOTE: Unit prices for allltems, all extent?ohs and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words snail prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOL ARS TS . SCHEDULE "A" Continued 09. 40 Extra Excavation ,ubic Yards Per Cubic Yard TOTAL SCHEDULE "A" \ ^, " 't or, A M (Note; Unit prices fo: all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures + and where conflic: occurs the written or typed words shall prevail.) 1 ITEM A ROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be written in words DOLLARS CTS. DOLL;.RS CTS. THE Ut IERSIGNED BI DER HEREBY AGREES TO START CONSTRUC ION WORK 0 THIS PRUJECT, I AWARDE HIM, NO LA ER THAN TEN (10) DAYS AFTER FINAL ECUTION AN TO COMPLETE WITHIN 10 WO INC DAYS A TER STARTING CONSTRUCTION. DATED T J \•/�" THIS t DAY 0 UKNO EDG,EWT OF CEIPT OF ADDENDA: I NO• UATE NO DATE NO ATE SIGNED i TITLE NAME OF COMPANY ADDRESS > ^ 1�7 y !1 CITY/STATE/7.1P l> .. �'. \. �• •ca TELEPHONE 2(r t I F• R I 2<. ITY OF RENTON tlUSINES3 LICENSE 0 <; STATE CONTRACTO S LICENSE 0 r Horton Depynis 6r A .Sociates, Inc. Consulting L'ngmeers December 24, 19E6 City of Renton 200 Mill Avenue South Renton, WA 98055 Attention: Mr. Bob Bergstrom, P.E. SUBJECT: KENNYDALE SIDE SEWER IMPROVEMENT PROJECT _ _ ^ SUBMITTAL OF PLANS AND SPEC.FICATIONS Dear Bob: Attached please find the completed plans, specifications, and cost estimate for the Kennydale Side Sewer Improvement Project for ye,:r review and approval . We request your assistance with the following items: 1. No sewer easements are shown on the plans. If you wish the Contractor to be restricted to certain areas, please indicate on the attached set of review plans. 2. It's important for us to know the class of the existing 6" and 8" cast iron, pipe. Your maintenance personnel referred us back to you. Ted La Valley, who might know, has an unlisted telephone number. Please see what you can find out. We recommend the following items: 1. You may want to add a pre-bid meeting and/or project video tape viewing to the Call for Bids. 2. Since the pluo valves take about six weeks to order, you may want to consiaer a pre-bid order for the valves. 3. Following the completion of this contract, the City might consider installing a high-sewage level alarm at the lowest house along the Kennydale Sewer Line. For the following reasons, we have located the sewer pig access facility approximately 280 feet north of the flush station: , 320 Second Avenue South. Kirkland, 11'ashing*.on 98033-6687 9 Phone 822-2.525 City of Renton Page Two December 24, 1986 1. To avoid expensive, disruptive construction at 2727, 2731, and 2801 Mt. View Avenue North. for these homes, no plug valves would be installed on their side sewers. This close to the flush station, we would not expect any plugging or backup problems. If required, this portion of the 8" sewer main could be cleaned by a jet truck. 2. Based on our best estimate of the sewer relocation for the new home at 2805 Mt. View Avenue North, there appears to be ample room for the pig access facility in the sewer easement and on the adjacent City property. According to Ted LaValley, who assisted with the construction of the existing lake line, the existing 8" CI lake line has push on joints and the side sewer stubs have mechanical joints. According to the 6th edition (1984) of the Handbook of Ductile Iron Pipe, Cage 281, "Thrust Restraint Ductile iron pipe and fittings are most often joined with push-on or mechanical joints. Neither of these joints provides significant restraint against lonaitudinal separation other than the friction between the gasket and the pla; end of the pipe or fitting. Tests have shown that this frictional resistance n the joint is unpredictable, varying widely with installation conditions and other factors that are insignificant in other respects. Thus, these joints must be considered as offering no longitudinal restraint for design purposes. " We have designed the side sewer improvements with retainer glands and thrust blocks to handle the 53± psi that Gelco, inc. , plans to use for cleaning the lake line. It is difficult to determine whether the lake line will hold together at 50 psi since no thrust blocks were placed with the existing 8" sewer line. If you hove any questions, please call us. Sincerely, HORTON DENNIS & ASSOCIATES, INC. Martin L. Penhallegon, P.E. P oject Manager r Alan M. Meyers, P.E. Project Engineer AM:ca Horton Dennis & Associates, Inc. 0 Consulting Engineers 0 Kirkland, lCashington l VI DRESSER X Centdlc Valves for ;_ Wastewater Appli � i � 7 51 J { i t 4 � • '� t J i/ t 'ry A� tntroductidh • qj Why Protective Coatings for Wastewater Treatment Plants? ' Changing technologies,have Additionally, tl�ie scaling As a result of these concerns, had a significant impact on and tuberculation caused by most engineers involved in the role of protective coatings these corrosive elements in the design of wastewater for the wastewater treatment a plant's unprotected piping treatment Ilities have begun industry. and valve waterways can inhibit to reevalu]�jhe use of In times past, submerged the passage of flowing media un rotected piping systems. surfaces and areas just above by reducing the capacity, of ne such result is that many the water line were usually the system and driving up sa itary and municipal coated with black coal tar or pumping costs. Increases in engineers have realized the asphalt-based coatings, with unprotected pipe friction importance of specifying more conventional Wined or coated pipe coatings applied to for their wastewater non-submerged areas. lines because of the i But an industry that need for a piping system was once primarily tough enough to with concerned with grit stand these corrosive removal, coarse and „x and abrasive attacks. fine screening, and the With this background, i reduction of dissolved _ _M j,11presser engineers have materials is now combined their valve confronted with a wide engineering expertise variety of increasingly u:; with a unique coating complex processes. -_ system technology to As an example, in bring the presser many regions, the , X•CENTRIC valve tp the local municipality must wastewater industry. now contend with an This brochure details array of industrial A the many exclusive discharges into its „n ., 4 � features of the wastewater treatment - r X-CENTRIC valve, systems. Such contam- '#"'`IV demonstrating why It will inants as floating and -- .,pj+ outperform any emulsified oils, fibrous ` conventional plug valve suspensions, dilute on the market today. acids, brines and complex hydrocarbons have become commonplace. In com- �"a bination with the w:a " severe corrosive forces generated by the high factors of 200 to 500 percent sulfide content in sewage and over a 10 to 20 year period the presence of abrasive solids are not uncommon. a and particles, it is not surprising, Toaturther complicate the then, that the rate of corrosion picture, new technologies, and in treatment plant facilities the development of new has increased dramatically. products and new manufacturing Conventional coatings previously techniques by industry are ° providing years of service producing new, and even have been known to fail in unknown wastes every year. ��a matter of months. M____ Dresser' StV.e 820 X=Centk do Valve An economical answer to ci!ies and industries for long,trouble-free service. Ease of Operation. AL-CLAD"Bearing Surfaces Eliminate The C, Esser AL-CLAD° fus, . Shaft Seizure. bonded protective system a .,, ices Exposed iron can rust and electrolytic permanent corrosion resistz,�) ,e in corrosion can cause two dissimilar the journal areas. Combined w ith the metals to "seize". To eliminate this additional advantage of a n( possibility the X-Centric valve utilizes camming seat action, valy- 1)rque AL-CLAD bearing surfaces in the is greatly reduced. The res It shattways. This innovative process is operating ease, reduce- provides low friction and serves space requirements, and as insulation between the more performance for body and plug. Since plastic your dollar. cannot rust, this exclusive bearing system eliminates "freeze-ups" normally encountered with ! unprotected metal bearing surfaces. AL-CLAD° Protected Body and Plug as Standard. Dresser AL-CLAD system provides a solid defense against Protected Plug. corrosion and abrasion. Protection of t; plug This translates into lower from flow impingement maintenance and an exceptionally extends valve life long, trouble-free valve life at no additional cost. Replaceable Plug Seat Ring. The X-Centric valve utilizes a similar seat ring to that of the time-proven Dresser "450" Butterfly valve. Field replaceable in just minutes, it requires only the removal of the stainless steel screw fasteners. And the X-Centric seat ring is only one-fifth the cost of a conventional rubber- coated plug. 4 X=Centric Design Features Innovative valve design by Dresser engineers provides long-term, ® low-torque operation. Examine these exclusive performance features: Overload Protection. AL-CLAD protected, high Service Proven Triple Lobe strength steel actuator shaft Shaft Seal. Three-point connected to plug stem positive seal with a single with shear pin principle. AL-CLAD Protected Bonnet. rubber packing. Permanently Protects plug stem from Fusion-bonded epoxy assures lubricated and operating against potential damage caused a corrosion-free bearing surface AL-CLAD protected shaft and y put overload. for the upper journal. Bonnet is easily removed to facilitate housing. Needs no adjustment. in-line maintenance. Permits quick replacement of seals without valve disassembly. Fully conforms to AWWA C504-80. Teflon* Thrust Washers. Glass-filled Teflon washers compress to restrict infiltration of sand, grit and -- other abrasive AL-CLADS materials. Also Protected Body. serve to axially Constructed of center the plug in rugged ASTM-Al26 the body for Grade B cast iron precision seating. and totally protected Washers also with fusion-bonded restrict fluid entry, Nylon 11 . allowing replacement AL-CLAD system of ;haft seals acts as an while valve is effective precision pressurized. bearing surface for -RED TRADEMARK OF DUPONT the lower journal, assures a tough corrosion and abrasion-resistant seating surface, Full Shell Strength. prevents tuberculation Valve flanges and and scale build-up body walls fully throughout the conform to ANSI waterway and B 16.1.19 7 5 assures retention Class 125 for of full flow section thickness. capacity throughout Flanges are also valve life. drilled to Class 125 standard. AL-CLAD© Protected Plug. Plug Seat Ring. Crl�►+ Integral shaft and plug constructed Buna-N seat is firmly clamped to of high strength ductile iron, plug with an integral 1 B-8 stainless protected with fusion-bonded steel ring and 18.8 stainless epoxy. AL-CLAD system provides steel self-locking screw fasteners. permanent protection from Plug seat is adjustable and corrosive line content and field-replaceable. eliminates shaft seizures. 5 r • • • I ®■nlllnl ® I..�o.,. �■� �1 Ir1�� 1�.r ji rs� '� /ram 1► _ SON Mp •if %ii� / Elip '1 :'Gi.� BE �•i� n _ . . HBB■B■�I .. .. _ .. po �■■■■B . PR so Pressure Ratings, Production Tests, Proof of Design Compliance and Materials of Construction PRESSURE RATINGS W.O.G. Non-Shock Pressure Ratings are in Full Conformance to cl-'ANSI 1316. 1 -1 975 as Follows: Temp. Shell Pressure Rating Notes: OF © a„_12•• p +a"-241 10 Based on ASTM At 26 Class B cast iron shell material. -20 to 15 00 ^.50 z Q2 Standard Buna N Seals suitable for 200 190 ?35 185°F max continuous operation. 225 160 130 For higher temperature applications, 250 175 125",`, `` consult factory. vs 170 120 ' 3Q For pressure drop across closed valve n excess of 175 psi, consult factory. 300 165 110. 325 155 105 350 150 100�:� PRODUCTION TESTS PROOF OF DESIGN COMPLIANCE Hydrostatic Shell Test: Proof of design test performed 4" thru 12" — 350 psi and certified in full 1 4" & larger — 300 psi compliance with AWWA C504-80 Sec. 5.5 for Seat Test: component strength and cycle life. 4" thru 12" — 175 psi 1 4" & larger — 150 psi MATERIALS OF CONSTRUCTION Note: Production test pressures are in full conformance to Body and Bonnet — ASTM A1126 Class B Cest Iron AWWA C504.80 Sec. 5.3 & 5.4 and exceed requirement3 Plug ASTM A536 Cr.65-45-12 Ductile Iron of ANSI B16.1 .1975. -�— Seat Seal — Buna Y CRITICAL DIMENSIONS Stem Seel - Buna N Body flange and wall thickness are in full conformance to ANSI B16.1.1975 and exceed requirements of AWWA C504-80. (1® 7 The Dresser ALeaCLAD" F'ubion- Bonded Protection System _ Performance Characteristics durability, abrasion and ■ Highly resistant to Fresh, Salt or chemical resistance of the Brackish Water, AL-CLAD system far exceeds ■ Highly resistant to Fungi and Soil Stress, all comparable competitive coatings on the market today ■ Low Coefficient of Friction. and exhibits physical test ■ High Impact Resistance and Adhesion. properties well bevond the requirements of AWWA ■ Self-Extinguishing. C213.79, "Fusion Bonded ■ highly resistant to Tuberculation, Scaling and Other Epoxv Coating for the Interior Build-Up Which Would Affect Valve Performance and Exterior of Steel Water and Flow Capacity. Pipelines." The AL-CLAD PROTECTION ■ Excellent Bearing Life. SYSTEM provides a permanent ■ Far Exceeds All Coating System Requirements of protection for all exposed AWWA C213.79, Section 2.2.2 and Application surface:, of the Dresser Requirements in Section 3.2 and 3.3. X-Centric Valve except for stainless steel trim materials. ■ Far Exceeds Requirements of AWWA C550.80, The body and body shaft bore "Protective Interior Coatings for Valves and Hydrants." are protected with fusion- bonded Nylon 11 to thicknesses of 9 to 25 mils. The System The valve bonnet, plug and trunnions are protected by The AL-CLADt PROTECTION exhaustive study and testing. fusion-bonded epoxy. SYSTEM used with the AL-CLAD is a proprietary The bearing surfaces of the Dresser X-Centric Valve line system o` ri.g unprecedented Dresser X-Centric valve, has been developed specitical.y protection to cast iron, steel which are permanently, clad for municipal and industrial and other metals frorr with AL-CLAD epoxy and wastewater applications. corrosive or abrasive attack Nylon t 1 , have been proven Dresser research has perfected by contaminated line fluids. by thousands of hours of this sytem through years of The combination of strength, testing and millions of hours This Flow Chart basically illustrates the X-Centric AL-CLAD' coating process. De-gas Chemical/ Primer Furnace Mechanical Application Pre-Heat Oven Cleaning ttt ttt 13 � I 81 standards of quality material and process control. Each Dresser X-Centric Valve part is carefully prepared using a proprietary combination of three preliminary preparations: thermal cleaning; mechanical cleaning with shotblast; and chemical cleaning through microprocessor-controlled acid baths and rinses. The process requires precisely controlled pre- heating, -arefully controlled and monitored application '^ of nylon and epoxies using _ sophisticated fluidized bea and electrostatic technologies, Freshly coated,these large diameter X Centre✓alves await cratingshippingand backto and microprocessor controlled our plant in Anniston,Alabama for shipment to the customer, post-curing in continuousflow ovens. All raw materials of actual use. The AL-CLAD Even though AL-CLAD and process fluids are bearing bores and trunnions Nylon 1 1 is more adequate as carefully monitored and provide a bearing design an exterior protection against automatically controlled to that outlasts competition for weather or corrosive exacting quality standards. both wear and corrosion environments, it can be painted Each Dresser X-Centric resistance to the extent that for consistency with piping Valve is carefully inspected replacement bearing sleeves color coding. Either a solvent- before shipment assuring are obsolete. This bearing based urethane resin paint or complete confidence in system will outlast that of v an Alkyd resin paint is valve performance. normal valve and virtually especially suitable. eliminates seizures caused The AL-CLAD PROTECTION by corrosion. SYSTEM demands exacting Coating Applied Post-Curing In Fluidized Bed Oven Cooling Stara Inspection s Dimensions Handlever Actuator I Style 820 Flanged End style 820Tables: Dimensa,x+-z'ail 4t VA(YE N Number of turns to close valve SIZE A 8 C i M P D 4 S T V Hex dries shaft size across Rota ? 8% OG, 6 8 4... •"rapped holes in both banger S/8"- i 1 UNC■ 1"peep 4 916, 516. 7'4 9 8 % 9 'Y„ '4, ••Tapped holes in bosh flanges 3/4"- 10 UNC a 114"deep 5 914 59„ 814 1014 1 8•' % I 1 '%. "All hales are tapped!both 8angesI %"- 1 1 UNC x 1 'deep 6 9'4 5'6. 9'6 10'4 ¢ B % 11 1 �" ifour holes in One flange are tapped 1"- 8 UNC, W 8 10`4 fi'4 11$ i 1'4 8 M, 13'4 1% 1%• two holes thru flange MO holes I% deep 10 114 7% 14% 13 �S 12 14 16 1%, 1% ' •Two nol¢s m One flange are tapped lhru Nanga 12 13% 9Y, 17 14 12 % 19 1'/. 1 Y 1'4'x 7 UNC NOTE Flow may be in either dvec Non Handwheel Actuator Style 820 Flanged End VALVE OPERATOR SIZE MODEL A 8 C O E F S A i K L M P 0 A S T U 3 150 8% 4'6, 6 2'Yu 35:, 314, 714 7% 8 3`4, 21G 1% 16'4 4... % 741 N % i 4 150 9'/, 5'4. N 2% 3Yn 3Y, N 7% 9 3`4, 2% 1% lb'4 8 % 9 'Y, 5 150 9'n 5`4, 8'4 21%, 3%, 3%. 7'4 7% 1014 31G, 21/. 1% 16% 8'• 6 150 914 5'4, 9'4 21Yn 31/., 316. 71} 7% 1016 3$, 21/1 1% 1614 6 8 150 10%, 616 11% 2'Yu 311d, 3%, 714 7% 1114 3$, 214 1% 16%r B-% '3,4 11 1%u 1 10 250 11-'A, 714 1411, 3 3114, 41G, 12 8'h .3 414 2% 2 24 12 % 16 1Y, 1% 1'4 12 510 14!1,, 9'6, 17 3%, 4,4 51/, 12 10%, 14 6% 2% 3 36 12 '4 19 1% i% 1'4 14 510 17'4, 11% 18% 3%, 4'4 5'/,, 12 1OY, 17 J4 2% 3 36 12 1 21 tk tY„ 1'4 16 1250 20% 13% 21% 4'/,, 5% 8% 18 12'4 174', 7f; 314 4 48 16i 1 2314 1'4, ,%, 2 t8 1250 2,Y, 14% 22% 4%, 5% 8% 18 12'n it 14 714 T/, 4 48 ll 1% 25 15{, 1% 2 20 2200 2434, 1614 25 41//, 6'/, 10% 18 14,4 2314 10% 3% 6 72 20 1% 2714 1"A. 2 214 24 2200 27 19"4, 29'4 47,. 6S; 10% 18 14'4 32 10% 314 6 72 20 1'% 32 1% 3% 214 30 4350 37% 25% 36 e'6 614, 1514 27 18 36 13%, 4Y„ 7'4 90 28 1'% 38% 214 41,1, 3 36 4350 42",,. 31% 42% 5% 6'/, 15% 27 18 40 13%, 0, 714 ^a0 32 11h 46 2% 5$, 3 Underground Actuator I Style 820 Flanged End VALVE OPERATOR //�� SIZE MODEL A A C It F S M i K L IIII K 1 P 0 A S T U 3 150 8% 4`4, 6 2 31ti, 314, 3 7% 8 3'b, 2'% 1% 16'4 4'•' % 711, ri, % 1 4 150 9% 5r4. 7'4 2 31/,, 31M1, 3 7% 9 3`/,, 211, 1% 164 8 % 9 '%., '/,. 1 5 150 9'4 5r4, 8% 2 3%. 31/., 3 7% 10% 3/1, 2'/, 1% 16'% 8•- % 11 1 '%. t 6 110 9% 5%. 9% 2 3%, 94, 3 7% 10% 34. 2% 1% 16'4 8 % 11 1 ,%, 1 8 150 IO%, 6'4 113/. 2 31A, 31A, 3 7% 1114 34, 2% 1% 16'4 8 % 11% 1'4 1%. 1 10 250 11'4, 7% 14% 2%, 3"4, 4'/„ 3% 8% 13 414 2% 2 24 12 % 16 1%. 1% 1% 12 SID 147„ 9`4, 17 TA 4% 5/,. 5%, 10%, 14 6.4 2% 3 36 12 % 19 11/1 1Y. 1'4 14 510 1714. 1114 18% 2'% 4h 511, 5Y, lOv,, 17 6'b 2% 3 36 12 1 21 1% 1Y, 1'4 16 1250 20. 13% 21'A 3Y„ 5% 8% 7 12Y, 17% 7% 31/, 4 48 t6f 1 23'4 1'A, 1Y, iB 1250 21% 14% 22% 3$, 5% 8% 7 12%, 2114 7% 3% 4 48 16• 1'4 25 1%, 1% 2 20 2200 24%, 16% 25 3%, 614 10% 9 141fi, 2314 10% 34 6 72 20 1-4 27-A I"A. 2 2'4 2+ 2200 27 19114, 29'4 3$, 6'/, 10% 9 10. 32 10% 314 6 72 20 11/, 32 1% 3% 2% l 30 4350 37% 2514 36 4 614, 1514 11"4, 18 36 13V„ 4Y, 7''A 90 28 1% 38y 2% 4%, 3 J 36 4350 421%,31% 42% 4 6''A, 1514 111%, 18 40 13%, 41fi, 7'4 90 32 1''A 46 2% 5%, 3 10 1 a. Size of Soft VkonchNut . *'F" �pi � l !1 a sin of Botts DkL risin ot Botts �i��i w Dimensions (Cont'd) Underground Actuator I Style 820 Mechanical Joint End VALVE 00E0A7011 .2E .00EL 8 0 C 0 E F 0 9 J 9 L . 0 F 0 9 9 7 9 IN 1 150 9'h 5%. TA 2 3X. 3%, 3 7% 9'/: 3%. 2y, 1% 18µ 1 %x3µ 9µ 1 %. 1.90 19'11 6 I50 9%, 5% 9% 2 31A. 3$. 3 7% 10µ 3%. 2µ 1% 1614 6 %x 316 11% 1''A. '%. 1.00 ^� 20% 0 150 10%. 6µ 11% 2 31A. 3% 3 1% ttµ 3%, 2% 1% 18µ 6 %x/ 13% 1% 1%. 9.15 ,t 22% 0 10 250 i!'%. Tµ 1/ 2%, 3"A. 1'A, 3µ BY. 13 PA 2% 2 21 B %.x 1 15"A, 1X. 1% 11.20 ♦ 23% 12 510 Uµ 9% 16'A 2% 114 5%, 5X. toµ. 11 MA 2% 3 35 0 %x1 ,7%. 1% 1% 13.30 24% LI 510 IN, 11`%. 18% 2% 1% 5%, 5%, 10%, 17 614 2% 3 36 10 %x/ 20%. 1X. 1X. 15.4T 29% 16 1250 20% 13% 2/ 3%. 5% 8% 7 121A. 17% 7µ 3% 1 18 12 %x Iµ 221A. 1% /%. 17.54 S 31 18 1250 21% 14% 23% 3%, 5% 0% 7 12%, 21µ 7% 3% 1 U 12 %x Iµ 21'%. }µ. I% 19.6/ 2i 31% 20 2200 21%, 16% 25% 31A. 6% 10% 9 1/%, 231A 10% 3% 6 72 11 %z1µ 271h. tg 2 21.71 9814 21 2200 27 19% 30 31A. 5 10% 9 11%. 32 1,0% 3% 6 72 16 %x 5 3/1A. 1% 3% 25.94 45% 30 1750 37% 25µ 36µ 1 6%, 15% 11"4. 18 36 13%, 1%. 7% 90 20 1x 6 39% 1'%. 0. 32.17 iQ 52% 36 4350 1 '%. 31% 43% 1 6%. 15% 11'X. 18 10 13%. 1%, TA 90 21 1 x6 16 2 5%. 38.17 00FWA T Wand.Nw� M V81w Bm P Alm sin Lorvot wq. L O siz.8 L.e.roLh ; i� of E1008 G r H y IIr � 1v t OIC..i.. � t --w YWT FF G 6a P 01u0180%e/FIr108 H O sin asoft 4 01i r� 7 F E SIBUj 12 J p A-�'i•--6� 4. Cylinder Actuator I Style 820 Flanged End III E OPEL. CTEw0F8 SIZE WEMBDEL B B C B E F 6 w 3 11 L M P 0 8 6 T 0 y WRE SINDLE 150 8% A, 6 31K, 7'4 5' 121I 6 3' 4 150 'h . 7% t% T/, 5' 12 9 3'/ % 5 150 h , 8'A 1'%, 3%, 714 5' 1 10 3% 2% 1 . %. 1'4% 5'A 12% toy J% i it , 0 1 D W.A. 11 . 'F�Jr R,, rk 5% t2% 1t'h 3%, % % 13' - B 250 t0"4, 6'A It$ J J"A 9'4 5 14 11' 4' 1% 2 6 % f314 t'4 f%, VA %is 5 4 10 250 `%, it'4 3"A, '4 5'4 1/% i7 '4 2% A 16 , 4 10 510 16% 7% 14% 31A, 4'6 12% 6% 18% 13 614 2% 3 12 % 16 1%, 1% 1'A 'A 14 6 5 10 1250 11% 7% u'4 4'A, SV, 17 10 24 t3 T 3'4 4 12 ' 1r i'%, 1% 2 %y 8 8 12 510 . A, 17 Ph 6'4 18% 14 6'A 2% 14 19 16 11 t250 19'%, 9%, 17 4'4, SV, N 10 14 14 7 3'A 4 11 ' 19 1'4 1% 2 %14 8 8 14 510 , 11 A 16% 3%. 4'h 6% IP% 17 6'A 2% 1 1 , 4.14 6 6 14 1250 221i, 11% t8% 4%, 5% t7 10 24 17 7% 3% 4 12 1 21 1% 1%, 2 %44 6 8 14 2T00 TT'%, 1;% 16% 4'A' 6% 73 10 30 17 10% 314 6 12 1 21 1% 1%, 2% %-14 8 12 12 0 12 'A 4%, ;% 71 t0 24 17% 7% '4 4 l5f 7 % , , 6 16 2200 21-1, 13% 21/, 4-4, 6-4 23 10 30 17% 10% 3% 6 16t 1 2314 VA, 1%, 2% %14 8 12 18 q50 114, 13 114 5' 6'A 1P%, 12` JS' f7 7J 4% 7$ fbt f 2Y 1 10 15 18 1250 t 11% TV. 5% t0 24 it TA 3'4 Z. P4 25 I , 2 ,14 8 8 18 2200 22'% 14% 22% 4%, 6% 23 10 30 21% 0% 3% 6 16e 1% 25 1%, 1% 2% V,-14 8 12 t8 t350 26%, 14 12% 6'A t1'%, 12' 35' 2P 13 4% 7'4 15* 1 25 1%, 1% 3 %14 /0 15 20 2200 4 , 16% 5 I%, 6'A 10 39 23'h IOVi 3'4 20 1% 27'4 1% 2% %14 6 12 20 4350 24 16h 25 55 6%, 11 y;, 12'A, 35Y, 23' 13% 4%, 7% 20 V 2T I'A, 3 114,14 10 15 24 4 19"A. 5% %, - , 12'A, 35'/, 32 13%, 4 , 1'4 32 a% 3 iC 15 30 4350 37% 25'% 36 5 6'%, tt'%, 12A 35% 36 13%, 4%, TA 26 1% 38% Z% 4% 3 %44 19 15 -3l'/3 4 '%, 31% 42% 5% 6% 11'% 12V 35y 40 1 4% Tg 32 1% 46 5% J % 4 10 15 Actuator Sizing Table-Style 820 Cylinder Actuated Valves Volvo Size MaximumCylinder Supply Pressure(PSI) Style Line inenePP Y 820 Pressure 1 0 50 60 70 80 90 100 110 120 100 -150 4 175 CY-/50 6 1 -150 175 CY-150 8 100 CY-250 CV-t 50 175 CY-^ - - CY-150 1C 100 CY-5"I CY-250 175 CY-1250 CY-510 _ - CY-250 - 12 100 CY-1250 ---►Cl 510 ._�, 175 CY-1250 - - - - CY-510 1 14 t00 CY-1250 - CY-510 w I 14 150 CY-2200 ' CY-1250 16 100 CY-4350 CY-2200 - CY-1250 - --- 150 C1-4350 CY-2200 +CY.1250 t8 100 CY-4350 - - CY-2200 CY4250- 150 CY-4350 - CY-2200 - CY425C 20 100 CY-4350 -- "1-2200 1 0 CY-4350 CY-2200 100 CY-4350 �.y CY-2200-- 24 150 CY-4350 CY-2200-- 30 OP APPLICATION 39 -- ON ArPLICATION 13 Dresser'Quarter•Turn Manual Actuators Rugged actuators capable of accepting input torque overloads- field-proven for long-term,trouble-free service. Dresser quarter-turn manual actuators are our lowest-cost actuators available for the Style 820 X-Centric Valve. Their ease of operation, �{ exclusive to our noricamming, O t position-seated eccentric ' ,DO - DO - Plug, allows use on even 10" and 12" size val•es. All valves with these actuators are pressure tented to- ) o zero leakage at full rate 175 psi. However, direr 10 Position Plate POSI-STCp/2" Square Nut For shut-off pressure differentials 2" Square Nut For Extension Stem must not exceed the limits Lever Operator This actuator is suitable shown in the chart below. This standard actuator is for buried or submerged service Mechanical actuators should for wrench operation — and is especially recommended be used with high press::res hand wrench or double- for installation with or velocities. end wrench, extension stems. 100% inlerChan.,eable. (Consult Factory for Dimensions) A. unique feature of the MAXIMUM Z�, P Dresser h-Centric Valve is QUARTER-TURN MANUAL ACTUATORS the complete interchangeability 10 POSITION PLATE . POS of actuators. Each actuator z 10 Para Nut For lever and all component parts are sitE q O Nut ^2"SquaExtensre l'ut Stem r, interchangeable on all valve P bodies of the same size. 3.4" 125 psi 40psf ,_ Other actuator and accessory 5.5" f 100 psi 40 psi specialties to meet unique 0" 41-4,'..100 psi specifications available 10" 75 psi on application. 12" 75 psi - therefore not provide the Mechanical Actuators reduced seating ting effort and Dresser actuators provide reduced water hammer smooth, positive drive. As you capability of the Dresser turn the input stem (1) you travelling nut mechanical drive the rugged, threaded actuators. crosshead (2), which in turn One rload protection is drives the lever (3), The levrr accomplished when the is hex-mated to the drive crosshead reaches the stop shaft (4) which operates the collar and enters the recess plug. As the crosshead reaches in the housing (5). Over- the extremities of its travel, torquing (up to 450 foot pounds the lever rotation slows - ' in the underground valve; thus slowing the closure of up to 300 pounds pull on the plug. This effect reduces Q handwheel or crank actuated water hammer while slightly valves) is then absorbed increasing output torque instead of being transmitted at the ends of travel. to the drive shaft or plug. tj Conventional worm gear This feature eliminates damage actuators provide constant to the valve caused by 14 output speed and torque, and attempts to overtighten it. C Underground Actuator Handwheel Actuator Crank Actuator 450 ft. lbs. overload protection. without damage to valve or ground actuator is clearly Overloads developed by actuator. This is particularly marked with "open'' and excessive input torque are important in underground direction arrow. All other absorbed instead of being applications. actuators have position trarsmirted to mechanism indicators clearly showing and valve. Allows up to 450 AWWA operating nut. "oper•shut" positions. foot pounds of input torque, The two-inch square at open and closed positions, operating nut on the under- 46 Cylinder and Electric Motor Actuators Cylinder actuators. hoses and swivel connections The Dresser cylinder is required b%l swinging -41� designed as an integral part trunnion mounted cylinders. of the actuator. The cylinder Dresser cylinder actuators are f: model functions in a manmr compact, yet are sized to similar to the mechanical model operate valves easily and except that the crosshead is surely even under adverse attached permanently to operating conditions. the piston rod. Totally enclosed, permanently Bearing surfaces suppor! the lubricated, the Dresser Piston rod on both ends of cylinder actuator is completely the actuator housing — protected from dirt and grit. minimizing seal wear and Exposed moving parts are eliminatepg the need for rubber eliminated, providing extra safety for personnel and Tc supply your needs, your simplifying installation. specifications must include Solenoid control and positioning electrical characteristics, accessories are easily added operating time, required ♦_ to standard units for remote controls, pressure and flow - ! )peration, data, type of application (on-off, throttling, modulating), i� Electric motor actuators. etc. The Dresser X-Centric Valve Dresser can supply any can be furnished with electric commercially available actuator motor actuators on request. per your detailed specification, 15 ,Accessories Asa supplement to the X-Centric valve line, Dresser offers a full line of adaptable accessories. that at which the valve is located. They are suitable for operating Iall manual Valves. 1 1 Y I Stem Guides Adjustable stem guides are used for support of long extension stems. Constructed of cast-iron, they can be furnished bronze Floor Stands bushed at the bearing point of Floor stands are furnished in the stem, if required. Indicating (Style 36) and Center of Stem to Face of Wall Non-Indicating (Style 37) types. They are used to operate valves Extension Stems Minimum Maximum from a floor or higher level than Extension stems are made from style 35 s 23 FLOOR STAND extra strong pipe. A floor stand St le 1035 s 32 Hole Centers in base g+�" may be used to support the stem y Number and Dia. o1 Holes 4-1; ' and handwhee), but in some Style 2035 5 Height of Stand 36" installations only the extension Base Flange Thickness t% Stern is necessary. Long All Dimensions shown are Lqual_ of Base tY' extension stems should be approximate and in inches. supported by stem guides. —STEM GUIDE (If Required) 9 On On im Style 820 X-Centric Valve Style 820 X-Centric Valve Style 820 X-C metric Valve With Extension Stem With Extension Stem With Extensio;, Stem & 2" 16 And Non-Indicating Floor Stand And Indicating Flour Stand Square Nut, Floor Box & Stem Guide C Babbit Handwheel Assembly Size Size I 7112 1 112 Chain Wheels 12" 2v2 18" 3V2 Babbit adjustable sprocket rim 271, g with chain guide fits over handwheel for operating valves Chain Wrenches out of reach. Fregi.ently, low pressure, Operating Wrench over nead installations require a chain wrench operator. More ecc nomical than a geared chainwheel actuator, the wrench --' should, however, Onl; be used OPERATING WRENCH DIMENSIONS with operating pressures below these limits: Va;,e rh valve operator Size to end of wrench 4" - 125 si 820 single end wrench P 8" - 100 psi O 4" As 8" 100 psi 6" 10" 75 psi 8" 21% 12" 75 psi J 10" 27'a" J 12" 33."" STEM GUIDE (if Required) STEM GUIDE (lf Required) 00 � � o Style 820 X-Centric Valve Style 820 X-Centric Valve Style 820 X-Centric Valve With Extension Stem, With Extension Stem, With Extension Bonnet x 2" Square Nut & Gtem Guide Handwheel Operator& Stem Guide And Handwheel Operator 17 1"stallation i.isting The Dresser X-Centric Valve is being used successfully in installations from coast-to-coast. A partial list of installations includes the following locales: Lisbon,OH Houston,TX Hyattsville,MD South Carthage,TN Saratoga,WY Ranway,NJ New Orleans,LA Victoria,TX Arlington,VA Linden,TN Sahuanta,AZ Cozad,NB Falmouth,VA Lake Jackson,TX Ocean Pines,MO Knoxville,TN Superior,WV Trenton,NJ Fredericksburg,VA Hsntsville,TX Patterson,CA Ensley,AL Superior,AZ Ft.Bragg,NC Virginia Beach,VA Richmond.TX Centreville,MD Tullahoma,TN Whitewood,VA Fort Valley,GA Jamestown,PA Vanceboro,NC Grove Hill,AL Smyrna,TN Canon City,CO Mauldin,SC Jonestown,PA Apex,NC New Haven,CT Spans.TN Pineville,WV Altus,OK Cherry Hill,NJ Auburn Heights,MI Green P.vier,W V West Point,TN Morenci,AZ Lafayette,LA Newport News,VA Northumberland,PA East Wenalchet,WA Astoria,NY Neptune,NJ North Rim,AZ Topton,PA Macon,GA Ellensburg,WA Richmond,KY Jamestown,NC Suffolk,VA Annapolis,MD Tuskegee,AL Aberdeen,WA Louisville,KV Orlando,FL Fairfax,VA Chantilly,VA Walden,NY Roswell,GA Clarksville,TN Wilkesboro,NC Portland,PA Buckingham,VA Montpelier,VT Rio Rico,A7 Hammond,LA Bordentown,NJ Lubbock,TX Chestertown,MD St.Johnsbury,VT Neuse,NC Hanahan,SC Ft.Stewart,GA Bethel,VT Lake City,SC San Mateo,CA Huntington,IN Gardiner,ME Flagler Beach,FL Fairmont,WV Greenville,OH Jenks,OK Graham,NC Monroeville,PA Belpre,OH Vernal,UT Cortlandville,NY Plumboro,PA Covington,OH Benson,NC Newmanstown,PA Indiana,PA Newnan,GA Charleston,SC Holdenville,OK Freeport,IL Moultrie,GA Ballesburg,SC Carson,CA Ozark,MO Bradford PA Isle of Palms,SC Lombard,IL Maize,KS Kimball,N8 Clarksburg,WV Sioux Falls,SD Inman,SC Florence,SC New Wilmington,PA Goldsboro,NC Hapevdle,GA Gering,NB St.Marys,GA Alto,GA Frank,WV Taylors,SC Codingswood,NJ Wilmington,NC Berlin,MO Bradenton,F L Waukegan,IL East Moline,IL Norton,WV Alexander City,AL Pine Grove,PA Jackson,MN Dorton,OK Elizabethtown,NC Aberdeen,MD Commerce City.CO Heflin,AL. • Wlllnlmston.NC doses Lake,WA Quincy,rL Prescott,I\Z Myrtle Beach,SC Pendleton,OR Edna,TX Newington,.CT Lancaster,SC Tobyhanna,PA Miami,FL Prewitt,NM LaGrange.NC Silver City,NC Weimar,TX Belzoni,MS Laramie,WY Elsa,TX Dayton,OH Auburn,ME Everett,T Havelock,N GA C Jackson,MN Cordele,GA Butsa,MT Rumerfordton,NC Caldwell,OH Sylacauga,AL Warren,RI Marion,NC Harrodsburg,KY Dillsburg,PA Fall River,MA Glenwood Springs,CO Midland,TX Maquoketa,IA Van Buren,AK Chapel Hili,NC New Fields,NH Tomah,WS Flowood,MS Vail,CO Williston,NO Fort 8ennin GA Atlanta,GA g. Douglas,GA Missoula,MT Tifton,GA Austin,TX Aiken,SC Hankinson,NO Joanna,SC Barnard,MD Independence,WI Langdale,AI. S.Meriden,CT Lenexs,K$ Saints,AL Dawson,MN Bessemer City,NC Halstead,KS Great Falls,MT Gadsden,AL San Antonio,TX El Dsrsdo,ICS Clarinda,IA Lawrenceburg,IN St.Simons Is,GA Parkersburg,WV Fredericksburg,TX Cando,NO Houma,LA Leroy,IL Frankfort,MI Hilton Head,SC Sacramento,CA Adelamo,CA Mulvane,KS Abilene,KS Winston Salem,NC Warwick,PA Muskegon,MI Cavalier,NO Indianapolis,IN Hillsboro,KS Savannah,GA Lynn,MA Idaho Falls,ID Compton,CA Winthrop,MA Weatherford,TX Issaquah,WA Waukesha,WS Channelview,TX Wheatfield,IN Waynesville,OH Des Moines,IA Gainesville,FL Dry Branch,GA Clearwater,FL Tallmadge,OH Gloucester,MA Travelers Rest,SC Patterson,CA Coffeen,IL Ormond Beach,FY Toledo,OH Newport,RI Birmingham,AL Glen Burnie,MO Westminster,SC Treasure Islantl,F L Natchez,MS Greenville,SC Temple,TX Baltimore,MD Cleveland,TN Sarasota,FL Emeryville,CA FL Riley,KS Harlingen,TX Aberdeen,MO Elk River,MN Sanibel,FL N.Brunswick,NJ Florence,NJ Bow,NH Crisfield.MD Whitewall,TN lohnsonburg,PA Oakland,CA Philippi,WV Batavia,IL Berryville,VA Anniston,AL Kansas City,KS Brooklyn,NY Ogden,UT Lauderhill,FL Salisbury,MD Corbin,KY Fitchburg,MA Ottawa,IL Lompoc,CA Del Ray Beach,FL Savage,MD Fargo,NO Avon Lake,OH Tallahassee,FL Magna,UT Casselberry,F L Essex,MD Hopkinsville,KY Jacksonville,FL Belvidere,NJ Salina,KS Ft.Myers,FL Columbia,MD St.Paul,MN Mt.,toy,PA Blackfoot,ID Oak Creak,WS Sarasota,FL Locust Grove,VA Simpsonville,KY Dove.,PA Oxford,NJ Chapel Hill,NC Spring Hill,F L Pasadena Area,MD Corpus Christi,TX Palmyra,PA Hammond,IN San Diego,CA Ft.Lauderdale,FL Milford,DE Lewisburg,TN Quakertown,PA Jackson,NJ Gillette,WY Boa Raton,FL Williamsburg,VA Little Mountain,UT Blander,PA Martinsville,Ni Astoria,NY • SeherV,TX Pocomoke City.MO London,KY Pequesq NJ Richmond,CA Jamaice,NY I Refugio,TX Hanover,MD Carlsbad,NM Bessemer,AL Belford,NJ Marion,AL Hutchinson Island,FL Owings Mills,MDHollywood, Brandenburg,KY North Holly CA Medfield,MA Fort Belvou,VA Guntersville,AL Carlisle Village,DE Goose Creek,SC Warm Springs,GA Tracy,CA Shelbyville,TN Seaford,VA Chesterfield,VA Morgantown,KY Magna.UT McCook,NB Byrdstown,TN 18 Wilson,NC Yorktown,VA Oamnn Springs,KY Twin Buttes,AZ Specificatio. ,s Valves shall be of the non• applied, thermally bonded and in full to provide water tight shut off in lubricated eccentric type with conformance to AWWA Standard the closed position at full rated esilient seat seal unless otherwise C550-81; or shall be constructed pressure. All exposed nuts, bolts � specified and shall be furnished with of corrosion-resistant metal.3 as and washers shall be zinc plated. end connections as shown on the identified in the Plans and Valve actuators for buried or plans. Flanged valves shall have Specifications. submerged service shall have seals flanges in full compliance to Valve shaft seals shall operate in on all shafts and gaskets on the ANSI B1 6,1 Class 125 Standards, contact with corrosion protected valve and actuator covers to prevent including facing, drilling and thickness. trunnion surfaces and shall be of the entry of water. Actuator mounting Face to face dimensions of flanged either V-packing or O-ring type- If brack,ts for buried Or submerged valves through 1 2" size shall be 0-ring type is used, the seal(s)shall service shall be totally enclosed that of standard gate valves. be contained in a removeable and shall have gasket seals. All Mechanical joint ends shall be in corrosion resistant cartridge exposed nuts, bolts. springs and full conformance to ANSI or recess. washers used in buried service Standard A21.11. Nominal valve pressure ratings, shall be stainless steel. Port areas for all valves shall be body flanges and wall thicknesses Power actuated valves Shall be at least 80% of full pipe area shall be in full conformance to furnished with _ (cylinder) Valve bodies Shall be of ASTM ANSI 816.1 - 1975, Valves shall (electric motor) actuators. A-126 Class B, cast iron. All seal leak-tight against hill rated Cylinder actuators ;hall be of the exposed nuts, bolts, springs, washers, pressure in both directions. Valve scotch yoke or rack and gear type etc., shall be zinc plated. Resilient seats shall be tested and provide and shall be enclosed in a suitable seat seals shall be of Buna-N or leak-tight shut-off to 175 psi for housing. Actuators shell be sealed Neoprene, suitable for use in valves through 12" and 150 psi for and shall be suitable for running sewage service. valves 14" and larger, with pressure in a lubricant. The actuator shall Valve bodies shall be furnished in each direction. A hydrostatic provide clear indication of valve with corrosion resistant seats. shell test at twice rating shall be position. A suitable stop shall be set Ncn-metallic seat coatings shall performed with plug open to to provide water tight Shut off in be factory applied thermally ended demonstrate overall pressure the closed position at full rated and in full conformance to AWWA envelope integrity. pressure. Cylinder actuators shall Standard C-550.81. Metallic seat Manual valves shall have lever be sized to operate with_._ psi coatings shall be in full conformance or gear actuators and tee wrenches, cylinder pressure at a maximum to AWWA Standard C507-73, extensior stems, floorstands, etc., valve shut-off differential pressure Paragraph 7.2. Valves shall be as indicated on the p' is. All of i psi. Cylinder controls urnished with either permanent nr manual valves 8" anu larger shall shaft include (4-way � replaceable corrosion resistant bearing be equipped with handwheel solenoid valve) (speed control surfaces in the upper and lower actuators. All gearing shall tie Cully valves) (pneumatic positioner) journals designed to withstand full enclosed in a suitable housing and mounted on the valve as indicated rated bearing loads and provide long be suitable for running in a lubricant on the plans. All exposed nuts, bolts life in sewage service. Valves with seals provided on a't shafts and washers shall be zinc plated. furnished for use on greater than to prevent entry of dirt and water All valves and actuators shall be normal corrosive service shall have into the actuator. Actuators shall Dresser Series 800 in full their internal wetted surfaces protected provide clear indication of valve compliance to above requirer ants; by nonmetallic coatings factory position. A suitable slop shall be set -or approved equal. How to order 1. Quantity { 2. Size Style 4" thru 36" • Style 820 — 3. End Configurations Flanged • Mechanical Joint with Accessories Mechanical Joint without Accessories__ 4. Type of Elastorner Buna N (sewage, water,wastewater) E.P.T. (high temperature) 5. Type of Operator 2" Nut for Handlever Crank on Mechanicai n::,,ator 2" Nut with Chairlever Chainwheel on Mechti -it Actuator 2" Nut with POSI STOP Actuator Cylinder Operator (must include specs) 2" Nut on Buried Mechanical Actuator Motor Operator (must include specs) Handwheel on Mechanical Actuator 6. Service Conditions — --- -- Standard is suitable for waste and wastewater 7. For other accessories or special controls, consult factory 19 ENDING OF FILE FILE TITLE /<Chh�,G�/4 je. a �t Wa f� Lq � Fro & * l iRG 5e. swe , 14% ,P kv toe.