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HomeMy WebLinkAboutWTR2701966 W 825 RVTI Phase I Water Plan - �` 1 X 0 BEGINNING ' OF FILE FILE TITLE w MOW t`ZVT 1 f`3iase u)&ter :Plar7 tv CLt ( ( It Engine� �� n9 ro — Craig A B^m (2061 226o60t: 4' Sound Utilities Systems b� Underground utility Contractor 11M%I,,, Operated Eaummem Pentals Panic 3 (III ti5'y ti'y e 4 I r 1 f i t lilts not Mat! etrrala KM eteome S UK. rMM Mfifhrtl 1MI1 btsfifiga OIfif1�1 W"Olowr'Or riflJ OrV160" ftkd for Iloeord of ltaQuart W SUN 9 4 17 p' T BY THE i 14 OF RECfiftil: '�'NS KINI; C.�. l�ylY ,�or;0y k1491 E RF_CD F 5.00 TO CASHS1 00 OraIU THEClr'C Ulk 20n a11LL AV t.SOUTH , POaa L Ilea let STTLl:. OF SALE [NOW ALL KEN BY THESE PRMNTS: That Renton School District Renton 'a COmty W King ,Stars at WYhi Won, tbt party/ W the flew r ics p fire aad 10 COMWAIerattor Of tbt rm Of ------D011ara � One and no/I00------------ bwfW mmey of the United StMo of Amak%to Penton Sch. Dist. blond paid by the City of Renton at parties W the aeerrod part, the trreipt wbowf b lettby erlmoek4W, do (es)b) fleet ptosmu groat. but"00 Md ddtesr mto the mid pan ies of the aeomd part,tit following d"068d Paamut Property Oer" bosdat Renton Vocational Technical Institute, 3000 N.E. 4th Avenue, b tie Ctty of Renton ,Canty W King MA State W Walhiwon, weviU Ws: 825 Approximately 8�3 l .f. of 10ductile iron pipe, and 4 of fire hydrant assemblies, and 3 of gate V.1 es, and Alai appurtenances pertaining to said wntermnin, expressly warranting said water main against any expenses, costs or liens hereto incurred thereon by through or under seller herein. TO HAVE AND TO HOLD tie suet to the eWd of tbe aarMd p=% its/their kdee, emevton. sdmiabtrators and aasigas Imeves. And am pert of tie Wee pal, far its/their beirs, cowiltom, admioLtretors, Dormant mad apse to and with the mid ponies W th Strand qrt, it/thell USctttor% admirtwullm and u4n, tlst old pan of tbt am pan is the o"Yt(sj W the said property,geode and chattels a0d be good right asd M authority to WO tit aeon. Sod that IL(their) vM warrant and defmd the sek baeby mode tmto the NOW pert of the mood pen, its/their ewwwLon, administraton and asi nil. sptnst al and evcy Paton ar Prams, whomeoeva, berfully dslmio; 01 to dine tie mot, IN WITNESS WHEREOF,The mid pun W On first Pon bs baetmtoot .its/their head Dad mot thin +y of Renton chool District 403 (rw) rU o the Board of Directors (MU) STATE OF WASHINGTON, Y. Cotmty of a tlb dq peraurly 4ppailed before me Gry tC. /ri4lerss to Qw iaoers to be He bdirkwl dmr%W b ud who UMOW the erttWo and foregoing bstrume0t aril •dae0h4jad that A e dped tla mass Y two sad voluntary an and deed for the Oro nod purpom dojin mmtioasd. GIVE a der my toad and dkW sYl this .?J�•1 day of 0 /I17, 1 r N#140 PA& in mad/or Nt Sure PJ Waelinsrea, ##30- W v- A orrice.�r u�r crl-c>tN� UTILITIES /1 200 MILL AVE.suuT E A S E M E N T aos RENTON,WA as — — —— — — —— THIS INSTRUMENT, wade thls21stday of M." Il�Z} by and between Renton Rrhnnl NdOS and fit,, �4?R+ninn and A-, nAlIna trace? E and RECD F 6.00 E1191 I�t O and hereinafter called "Grantor(s)", and the CITY OF RENTOM, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETN: That sold Grantor(s) , for and In consideration of the sum of S • 1 Paid ay Grantaa, =,d ;-,th•.r -Ar"!•brat t ese presents, grant, bargain, sell , convey, and warrant unto the sold Grantee, Its successors and assigns, an easement for pubilc utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property In King County, Washington, more particularly described as follows: All that portion of Blocks 16A and 18 and of vacated "L" Street, Corrected Plat, Renton highlands No. 2 , according to the plat thereof recorded in volume 57 of Plats, pages 92 to 98 inclusive records of King County, Washington, lying within seven strips of land fifteen feet s4 in width, being 7.5 feet on each side of the seven following described p� centerlines : W Commencing at the monument at the centreline inter< ection of O Kirkland Avenue N.E. with, N.E. Seventh Street; thence S 30 10' L� 49" E along said centreline of Kirkland Avenue N.E. 319.70 feet to a monument marking the centreline of N.E. Jefferson Street; thence S 00 29' 23" E along said centreline of Kirkland Avenue N.E. 110.00 feet; thence N 890 30' 37" E 30.00 feet to the east margin of Kirkland Avenue N.E. and the True Point of Beginning; thence continuing N 890 300 37" E 230.00 feet to a point hereinafter referred to as point "A"; thence continuing N 890 30' 37" E 22.50 fe -t to a point hereinafter referred to as point "B"; thence continuing N 89� 30' 37" E 18.46 feet; thence S 450 29' 23" E 85.62 feet ; thence S 00 29 ' 23" E 161 .92 feet to a point hereinafter referred to as point "C"; thence continuing S 00 29' 23", E 236.08 feet to a point hereinafter referred to as point "D"; thence N 890 49' 13" E 20.92 feet to a point hereinafter referred to as point "E" ; thence continuing N 890 49' 13" E 146.00 feet to a point hereinafter referred to as point "F"; thence continuing N 890 49' 13" E 7.17 feet to the west margin of Monroe Avenue N.E. and the easterly terminus of this centerline; ALSO, beginning at aforesaid poin'. "A" and running thence S 00 29' 23" E 47 feet to the southerly terminus of this centreline; ALSO, beginning at aforesaid point "B" and running thence N O " 29' c' 23" W 17.5 feet to the northerly terminus of this centreline; f ,; I ALSO, beginning at aforesaid point "C" and running thence N 89030' '• 37" E 19 . 5 feet to the easterly terminus of this centreline; ALSO, beginning at aforesaid point "D" and running thence S 00 29' — d 23" E 52. 5 feet to the southerly terminus of this centreline; ALSO, beginning at aforesaid point "E" and running thence S 00 10' 47" E 15 feet to the southerly terminus of this centreline; ALSO, beginning at aforesaid point "F" and running thence N 00 10' .0.16 47" W 15 feet to the northerly terminus of this centerline; Situate ti of Renton, County of King, State of Washington. Will- N \Tuft 0 °N4t IANNO) 1N- �zS Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above descrlb-.d property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall he accomplished in such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee, The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above Properties and that they have a good and lawful rig to execute this agreement. and and and land N t� d' STATE OF WASHiNGTON O SS cp COUNTY OF KiNG O V_ 1, the undersigned; 1 notary public in and for the State of Washington, hereby JO certify that on this aWay of `h 19 V personally appeared before me '—am� and �ssrL f 1Ff A�r+iGS _. and and ; and to me known to be individual(s) described in and who executed ng Instrument, and acknowledged that signed and sealed the some as free and voluntary act and deed for the uses and purposes therein mentioned. C Notary PublU ijf and for thi k Washington, residing at _ COST IIATA AND INVENTORY SUBJECT: Permit NS B-11798 Its-11799 CITY PROJECT NUMBERS: W- 825 RVT1 - Phaee I Part A S- 398 _AMA ONROJECT — 16-2-763 TO: CITY OF RENTON FROM: Renton School Di rr+ -r UTILITIES DIVISION 200 MILL AVE. SO. RENTON WA 98055 DATE: _ Per your request, the following information is furnished concerning costs for improve- ments installed for the above referenced project. WATER SYSTEM: Length Size Type 213 L.F. OF 10" 01 Di WATERMAIN 854 L.r. OF 8" DI _ WATERMAIN L.F. OF WATERMAIN L.F. OF WATERMAIN 3 EACH OF 8 " MJrFL GATE VALVES EACH OF !`" GATE VALVES _ EACH OF GATE VALVES Size Type SUBTOTAL S 53,999.00 4 EACH OF 5" MVO FIRE HYDRANT ASSEMBLIES S� 9,600.00 (COST OF FIRE HYDRANTS MUST BE LISTED SEPARATELY). TOTAL COST FOR WATER SYSTEM S 63,599 00 SANITARY SEWER SYSTEM: Length Size Type 278 L,F, OF 10„ " D1 SEWER MAIN 70 L.F, OF a _" PVC SEWER MAIN 140 L.F. OF 6 Pvc SEWER MAIN 3 EACH OF 4§" URETER MANHOLES 1 EACH of 5 i" DIAMETER MANHOLE TOTAL COST FOR SANITARY SEWER SYSTEM f .'0,867.00 STORM DRAINAGE SYSTEM: Length Size Type 2R21 L.F. OF _ 19 "__P STORM LINE _ 672 L.F. OF 12 " STORM LINE _ 198'__. L.F. OF 10 PVC STORM LINE 1381 L.F. OF _ 8 _" Pvc STORM LINE ISO 6 PVC TOTAL COST FOR STORM DRAINAGE SYSTEM S 193,433.00 STREET IMPROVEMENTS: ( Including Curb, Gutter, Sidewalk) TOTAL COST FOR STREET IMPROVEMENTS $_IA; 0 GM17 UML f (SIGNAT Y MUST BE AUTHORIZED AGENT OR OWNER OF SUBJECT DEVELOPMENT) DATE. ATTENTION: FIEL6 e ATTACHED ARE AS-BUILT PRINTS FOR PROJECT:_P V &1 - 3?a PLEASE FIELD CHECK AND RETURN THIS SLIP WITH YOUR COMMENTS TO: 6L4&w- _ INSPECTOR'S COMMENTS:_ - OF I? PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 0 4� o MUN'.:IPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. Q, 9,TED SEP1E40E. AT 8/3/87 _ JOB NO.: rn• Fenton School Diairicc a_zoA Ren Recorded bill of Sale W 825 Renton, kA 98055 --T-- W_g�s ATTN GENTLEMEN: THE FOLLOWING ITEMS:WE ARt SENDING YOU q ATTACKED ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS ❑ SPECIFICATIONS ❑ CGPY OF LETTER q RA 1 it mnnrc pESCRIPT R _ p_ 7 U i4 i 22 87 V-825 Recorded Rill-cf-SAle W-825 No. 870E191491 i THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED o SUBMIT COPIES FOR D COPIES FOR ISTRIBUTION p FOR YOUR USE ❑ APPROVED AS NOTED CTED PRINTS ❑ AS REQUESTED ❑ RETURNED FOR CORRECTIONS O RETURN A PRINTS RETURWO AFTER LOAN TO US ❑ FOR REVIEW AND COMMENT ❑ CONIES TO: SIGNED Arlene Hai ht TITLE L't111tV F'^O�neerine IF ENCLOSIRES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE ,Hoot � Rer� on School District 403 Z� 435 H, %in Avenue South, Renton, Was6inglon 98055 403 May 21, 1987 Mr. Richard Houghton City of Renton 211 Mill Avenue Renton WA 98055 Dear Dick: Enclosed you will find a Bill of Sale for the water main and sanitary sewer line, plus easements and inventory and cost data on the utilities at RVTI . It is my understanding that these are required as part of the permanent occupancy certification for the Automotive and Construction Technology Buildings at Renton Vocational-Technical Institute. Thank you. Sincerely Wm. O. Be mon o ca OF R�ti 4 �� a PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING M 235-2631 oMUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 9 QOA9rE0 SEPSE�'0�P BARBARA Y. SHINPOCH MAYOR MEMORANDUM DATE: April 23, 1987 TO: Ron Nelson, Building Official Ken Sendira, Lead Inspector FROM: Ron Olsen, Utility Engineer SUBJECT: BACKFLOW PREVENTION DEVICE REQUIREMENTS for CROSS CONNECTION CONTROL PROGRAM Please tag the following projects with an "Objection to Final Occupancy" from this department. Each of these projects must supply backflow prevention device information, and we would like to use the non-issuance of a final C.O. to enable us to obtain the requir-d meter data. Address Owner/Devel. Project No. 601 Main Ave. S. Hnrbach W-861 1600 Lind Ave. S.W. Austin Co. W-836 1220 N. 4th St. R.V.T.I. W-825✓ Thank you for your assistance in this matter. IH.2.04.AMH:mf cc: Dave Tibbot, Utility Engineering DUILUtNG a ZONING DEPARTMr-NT PRE-OCCUPANCY INSPECTION REPORT (''''�� DATE APRIL 7, 1987 O: L_.JOESIGN ENGINEERING DIVISION BUILDING FINAL UTILITY ENGINEERING DIVISION FIRE DEPARTMENT TRAFFIC ENGINEERING DIVISION LANDSCAPE/PARKING ROM: BUILDING 6 ZONING DEPARTMENT JECT: RVTI PERMIT NO. B-11798 3000 N.E. 4t1i street TYPE BUSINESS Automotive Bldg. The subject project Is nearing comp!eUon. Please Investigate our area of responsiblllly and Indicate below either your acceptance or corrections necessary by '-1.1-87 In order that a Certificate of Occupancy may be issued. 9 no comments are received by the above dater the Certificate will be tssued. BUILDING 6 ZONANr DEPARTMENT DATE I OM: Thla project is approved by this department subject to the following conections: UTILITY ENGINEERING � S ,lr' As-BUILT PLANS— ' OTHER SUBJECT To FIELD INSPECTION BY_ 00 YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY? YES NO .e � t Authorized Signature � i PUBLIC WORKS DEPARTMENT BUILDIAG DIVISION CITY OF RtNTON, WASHINGTON APPLICATION ONLY - UNTIL VALIDATED PERMIT _ NUMBER J Owner Location of Work Address INSPECTIONS FEES CONSTRUCTION side Sewer Storm Sewer _ PERMIT Right-of-Way Construct!.on Sp. Utility Conn. Fee - Water Water Latecomer Fees (Public Right-of-Way) Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer _ Sewer Latecomer Fees Sewer Insp./Approval Fees _ Date Issued Inspection Fees Special Deposit - CASH BOND Expiration Date TOTAL FEE Description of Work and Number of Feet Contracts- Business License Address Bond Telephone IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FRO.i THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Cali between 8 AM and 9 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPF.^_IFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU UIG BY and lighting. 48-HOUR LOCATORS 1-800-424-5555 i6LUlri;a d 3 GWIPIC3 JF G`Ai. . a4Etd'Y 9WSPECTiON REPORT DATE rrnnnnnY_9;1967 TO: DESIGN ENGINEERING DIVISION D BUILDING FINAL I�JUTILITY ENGINEERING DIVISION FIRE DEPARTMENT TRAFFIC ENGWEERlVG DIVISION ❑LANDSCAPE/PARKING FROM: BUILDING & ZONING DEPARTMENT SUBJECT: nr.NTON 110-TECH TNSTTTUTE PERMIT NO. 13- 79 3000 N.E. 9th STREET �� TYPE BUSINESS Technology Bldg. The r'ubject protect is nearing comp!etlon. Please Investigate your area of rosponslblIlty and tn'lir ate below e:lher your acceptance or eor►ect!ons necessary by _rebrua ry 16, 1987 61 order that a Certificate of O:eupancy may be issuod. U no comments are received by the above dale, Certificate wm be isued. the TO: BUILDING & ZONlIJG DEPARTMENT ' DATE " /5 FROM: r This project lsio' pproved y this department subjecl to the following cortoctions: PRE-OCCUPANCY INSPECTION REPORT REQUIRE: W. 1 WATER S-, SEWER Q BILL OF SALE FASEMENT COST DATA& IRMTOBY �AV V ! BUILT PLANS / OTHER DO YOU HAVE ANY 03JECTION TO ISSUANCE OF TCMPORARY CERITICATE OF OCCUPANCY? ' a YES NO Aulnorizcd Signature - f[!1.11 ry 17q THL3 CAMPANNuRs/A Cfit, . III'"' ` ` ILIE U U ro Or U �QW�A� U 4RCNREC75 ENGINEER</Pl4NNf R� ,�grre 400 Telephone:(2%) 467.7666 1e 911 Western Avenue Seattle.Waslangtnn?AID4 �'o.'rt '—' �o. ro r- 12p8 63io - TO PRY dF A) _ .r pT ----- GENTLEMEN: Tv =LwAwi�L_ �e���,.. -- -- ^"^cu" WE ARE SENDING YOU Attached ii Under separate c _the f Ilowmg items: C Shop drawings C Prints C. Plans E Samples bons Copy of letter Change order C __ COPIES DATE NO. VIACbAiON 7_ 19 0❑ I A THESE ARE TRANSMITTED as checkei below. SO For approval C No exception taken ❑ Resubmit—copies lot approval /❑\For your use C Mak. corrections noted C Submit._copies for distribution ❑ As requested ❑ Rejected ❑ Return__.._Corrected prints ❑ For review and comment ❑ Revise and resubmit C Submit specified item REMARKS—}..N6_F1Q'.` LAVOCALLT pecSrrw,?t, Y fS _ /JL1A�c;.r-F'Tg(I.1 _. Ta GI-ty TEASE jyEVILEI 181-T PCl,Va L50 e14A a_1CF iF _ A.pP /eC_BILL QJarF > J- ,i�r� -i'A�,`c'f'c•,� �c tPF�� �acr,crx ,PF�ifs�art�s 11.eeW...m.n •a* as naaa. .,..ary M 111 .,. .f e,.... i 1 I 11 y.0 se z-vz L i 14 TAPPED T�E xiPT I • 7.6112 2-li Y'L 1-2, kIPPLE 9.69.C6 VL- b 1-6• TEE rL 1-2' GATE VA I3.,a.67 MCNRCE 1_6• ACP'.R r,.flt SEE DET AIL,,, S' RE MJ.PE . A.P. TO AST'� — 7. D.1. O.p SCUTH — -'�iq 17 E 2 S' � I I R,� 10•0r, 2-1/2'L I I I •05. -I/ �EASM'T --� I i I-Icot T TC ER E CI -10' x 6• TEE N!•FL 15' EASM'T i-lu' TAPPING E I t 1-5' M`^_ WYD ASS°. :-:0' TAPPING ` ALIE M xFL i-!' GATE VALVE NJ•FL of 1 !I I Ex. A' i•5'S f I rs 2-Vzl 0.16.07 iN.E 6th ST. • f1'�F 1' CAP M/ ' BLOW Ur 1, �•nV! lKKTINC 4• GATE VALVE - 2, RIMd! E.111.� 6" MVO RTD ASSEN[LT �. IwnAu 6' r po' EEND MS (SLa X) I . 4' I[ CLASS 52 4. INnA•L E�MCY IIA AN I,TJ S. Qy.IwsYAu C'"' +L 6.MV0 6YD. Aril-SLY tSe•! , ryYOAAniT Tc BE Al LEAST 74" 5CNiND CURB- CITY OF R E N T O N NT Moe, 1RAN 36` BEHIND (ue6• Ol►A AY[N TT "Ir•U•._,C BUT W011N4 1cQ'['cH �51� of 19/1 N_825 . .V.T.�. .Phase Ong Part-A 5 Water Plan I �( ' 9+s7.5B 2-1/2'L I lA i 7+BLCB 2_l.y'L 10' . 2' TAPPED T�E .:PT *EE ^L 1-E' NIPPLE 9+B9.CB VL= a-P'R ,.FL 1-2' GATE vAy, 13+7 a.BT wC'+RGE L 9 w... r 75,` SEE DETA:L,I ,+ ,� AP. T�EAS"� 1-:� . d' R£� vJrpE �i 0•CSCiN -- 1 I rtnty N 89 - t9 - :J E 5 a. -1/� 10.03 7 '111 L -]--- I C_I NE CT TG EN E CI x 6' TEE MJ+FL 15' EASWT fi {-10• TAPP14a E ;n :-5' MVD NVA ASS•. ! ;-l0' TAPoING AL E GATE VALVE NJI<fL 0 k � I = 1 � i 0.525 II I E.. 4' 0^x5 AP L ,�n�7v✓ II 13+18.07 S'1- CAP ►u r�wAF IN.F. 6th ST. • 1-2' BLOW CFF � IJ_ 1. CLOSE GxliTDaL &' CATE VALUE 2. RG.w1E E.,=-N 5" MVO NTD ASSEMBLY - y, INEtAII (.� • 50' BEND MJ ( wcv) 4, IY STAtL �'+F a Dum Lo I9,wC CLA35 52 5 REINSv.0 Ex1+-r:u15'MVD N,p. AasEust, , rSo E 1 F NVtA'n TO 'BE AT LEAST Z4" ESEAIND CITY Q F R E N T O N 5,, NT MOQE TNAN 36. sENIND t.I�RB. OBpARTMBNT .I PUBLIC WOAl14 SK¢rCH S 18 or 19/1 )V_B*g .R.V.Tl phase One Part A Fdis 6, 1987 �.� Water Plan M.A. MORTENSON OMPANY LET7 cR OF TRANSMITTAL 27,%Nonhup Way, Suite too P.O. BOX 1867 DATE Bellevue. Washington 98009 (/'/b—e—7 roe NoO 206W2-7744To AtTENTION Z 7 __� a Pe*kn THANSMITTAcLkN iLD 7 — RE: on lb,--Ted { ATTENTION ._ We are hand delivering We are sending ❑ ATTACHED W UNDER SEPARATE COVER ❑ Cho Following Items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of fetter ❑ Change order O//Q__ //sl/- COPIES DATE DRAWING NO. DESCRIPTION O,UV Aft- 5 % o� .��' 5 -3 y81. 6 itr fiz nF a - le $/r /0f3 1h,ew e! THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubm,1 copies for approval 'J For Your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrected s ❑ Return -L corrected prints ❑ For review and comment r$�_ 16011 G!� uY de , y-1/ ,20, 7 ❑ FORBIDS DUE/7_ 1 ❑ R-PIN TS RETURNED AFTER LOAN TO US REMARKS 171e4I e 'SlGfy /Oar aCAiozwVTJ A -e ej COPY TO Z'�''-f &1lef/ SIGNED: �'f Fes• f�,Gu�lw�- r nGIq Fi/e I { DSHS 13 173(P1a'1 DSMS 13 A3(Rttt) 1E /� STATE OF WASHINGTON ,1 v i '� STATE OF WAEIwgTON DEPARTMENT OF SOCIAL AND HEALTH SERVICE`V 1 DEPARTMENT OF SOCIAL AND HEALTH SERVICEEv-.�..� WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLL.9'ION 'SAMPI F COL(FCI ION *AD INSTRUCTIONS ON BACK OF GOLDENROD COPY It instruc'for are not followed,Sample will be rejected. if Instructions are not followed, sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR MONTH// DAY YEAR j- - Zl. _ ❑ AM ❑ PM I` I f�.I C_ �' L. ❑ AM � II. 1 r-'L" TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM I IF PUBLIC SYSTEM.COMPLETE: _ CIRCLE CLASS PUBLIC CIRCLE CLASS INDIVIDUAL I•D. No. -i ( ff S L� L, 2 3 4 ❑ INDIVIDUAL I.D. No. - ; I - ir, L ij 2 3 4 NAME OF SYSTEM NAME OF SYSTEM I TI - l i s7 r( _ SPECIFIC LOCATION WHERE SAMPLE COLtECTEO SYSTEMUMiFR'MOR NAWANDTFLEP ONL NO SPECIFIC LOCATION W11 RE SAMPLE COLLECTED SYSTEMOMNER/MINI MMANDIBBIIBNENO' e.kuce.e W a.CIWH en.aeon lawn, yr a.\a:n.n uo a ,�. I,.uar.y Iwm,lyy 7C"'t 'r1 1alr z SAMPLE COLLECTED BY:(Human SAMPLE COLLECTED BY'.(Name) - SOURCE TYPE SOURCE TYPE ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION ❑ SURFACE ❑ WELL ❑ SPRING [I PURCHASED COMBINATION or OTHER or OTHER SEND REPORT TO:IPnnt Full Name,Adli and ZIP Code) SEND REPORT TO.Print Fun Name,Address aeM Zip Calla) v \ 1 WASHINGTON j. L v WASHINGTON I TYPE OF SAMPLE TYPE OF SAMPLE IGIp4\only wy in I\5 columm CM'c cl'IY onf n Il,if Cdumnl 1. ❑ DRINKINGWATER ❑CMorinated lReslOual:_Total_.Free) , 1'❑ DRINKINGWATER QChl.driated(Resiouat__Total_Free1 check treatment--► ❑ Filtered check treatment--lie ❑ Filtered ❑ Untreated or Other ❑ Unheated or Other 2. RAW SOURCE WATER 2. El RAW SOURCE WATER 3.pl NEW CONSTRUCTION or REPAIRS 3. F NEW CONSTRUCTION or REPAIRS 4.P❑ OTHER(Specify) - - 4. OTHER(Specify) COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB'40 PREVIOUS IAR NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS. REMARKS: rw LABORATORY RESULTS(FOR LAN USE ONLY) LABORATORY REWLTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPG COLIFORM STD PLATE COUNT SAMPLE NOT TESTED r BECAUSE:� BECAUSE:�5 woe.anm.e �m �S wu.Po•m.. �ml MPN DILUTION. TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old �1DD ml 1. ❑ Conffuent Growth ❑ Not In Proper Container �(O nil 1. ❑ Confluent Growth ❑ Not In Proper Container MF COLIFORM 2 ❑ TNTC ❑ Insufficient Information MF COLIFORM 2 ❑ TNTC ❑ Insufficient Information /IN mi Provided—Please Read /DO 11 FrovOINI—Please Read Instructions on Form Instructions on Form FECAL COLIFORM 3. ❑ Excess Debris FECAL COLIFORN 3. ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ ❑ MPN ❑ MF 4 ❑ ❑ DO ml I AI DO ml FOR D"KING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR OR�NKING WATER SAMPLES ONLY,THESE RESULTS ARE: •K-I/SATISFACTORY ❑ UNSATISFACTORY SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS 'AD NO, DATE,TIME RECEIVED— RECE ED SY LAB NO. �/ DATE,TIME RECEIVED— RECE ED BY bt79G �2'3�$b �I� � 1 g 15 SJ2 ?/b6 /h--. DATE RE TED LABORATORY: DATE REPORTED LABORATORY. S"f 25 k6 _S zS. G REMARKS REMARKS WATER SUPPLIER COPY 41hP 1NATER SUPPLIER COPY RE DBMS�1}1'S HIta„ DSHS 13 173("fall STATE OF WASHINGTON I Y. i STATE OF WASHINGTON /\y DEPARTMENT OF SOCIAL AND HEALTH SERVIOlSI DEPARTMENT OF SOCIAL AND HEALTH 3E11VM.E31y WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIMOGICAL ANALYSIS 5AMP1F '..` t t'. ^-1. 'M N:'I RUC I ION$ON BACK Of GUL Of NROD COPY SAMPI f. C;IIt C IInN At AD IN51 RUCTIONS ON BACK Of (;0[DLNRUO COPY IT instructions are r1D1 Followed,sample will be rejected. it instructions are not Followed,sample will be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR MONTH DAY YEAR �E ❑ AM `�1 PM :..- ' - ,\•� Z r' 91L> ❑ AM PM I� I t`L C.. TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: CIRCIE CLASS PUBLIC OKLL CLASS b PUBLIC LD. No. , INDIVIDUAL I.D. No. �� r g S 0 2 3 a ❑ INDIVIDUAL ( 1 2 3 d I W'vN Oliry 1,tlMnGa NiY, ..1Mnu1 NAME OF SYSTEM NAME OF SYSTEM , � 1 � .- SPECIFIC COCAT ION WX SAMPLE COLLECTEC SYSTEM OMER/MfiR NAME AND TELERIONE NO SPr CIHC LOCATION HERE SAMPLE COLLECT£ SYSTEM OVAiEN/MGP NM1E AND IFIHIDIa ID M,kwo.rp f xIKd.IIA 1HI�Q,,,tynl.�a, In.iin~IK p xMOI.l,e. Igry 1ounYnY SAMPLE COLLECTED By:INemel SAMPLE COLLECTED BY:INamal L ...I it SOURCE TYPE ,/ SOURCE TYPE ]/ ❑ SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED jYL COMCINATION 0 SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED VE COMBINATION i' a OTHER 7�-+'err OTHER SEND REPORT TO:Iiinet Full Name,Addmaa and 0p Code, SEND REPORT TO:IPriot Full Noma.Address aM ZIP Cads) q WASHINGTON7 YYY �.T"t"\_ 1 WASHINGTON21;f TYPE OF SAMPLE T PE OF SAMPLE Wrlr,a omr.n�Im>oowmm tier..a,lr�e m IMs co"', 1A DRINKING WATER ❑ Chlorinated(ReslduaP._Total_Free) 1• ❑ DRINKINGWATER ❑ Chlorin.,- (Residual:_,Total_Frea) check treatment—iP ❑ Filtered check treatment> ❑ Filtered Untreated or Other ❑ Untreated or Other Y. ❑ RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 3. NEW CONSTRUCTION or REPAIRS 4. OTHER(Specify)-- Specify)_ 4. OTHER(SPeclfy)— COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS LAB NO ) PREVIOUS I AB NO. PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS'. REMARKS: LABORATORY RESULTS(FOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUN>r"" SAMPLE NOT TESTED MP COLIFORM STD PLATE COUNT SAMPLE NOT TESTED } BECAUSE' BECAUSE: ��bl„e.,w»•Iw �ml ,_�5 wee>wan,re �mI MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /100 ml 1. ❑ Confluent Growth ❑ Not in Proper Container /100 ml 1. ❑ Confluent Growth ❑ Not in Proper Container MF COLIFORM MF COLIFORM Q. ❑ TNTC ❑ Insufficient Information $. ❑ TNTC ❑ Insufficient Information /100 ntl Provided-Please Read /100 ml rrmidedonslease on Form instructions on Form FECAL COLIFORM 3. ❑ Excess Debris FECAL COLIFOR 3. ❑ Excess Debris ❑ MPN ❑ MF 4 ❑ ❑ ❑ MPN ❑ MF 4 ❑ ❑ 00 ml /1 W ml FOR D�IINKING WATER SAMPLES ONLY,THESE RESULTS ARE: FOR DFIINKING W ATIr R SAMPLES ONLY,THESE RESULTS ARE: SATISFACTORY ❑ UNSATISFACTORY Ga SATISFACTORY ❑ UNSATISFACTORY :.EE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS SEt RE VERSE SIDE OF GREEN COPY FOR EXPLANATION CF RESULTS LAB NO. DATE.TIME RECEIVED- RECEI ED BY LAB NO. DATE.TIME RECEIVED- RECEIVED BY 668 51z3J��' DATR TED LABORATORY. DATE REPORTED LABORATORY. s 7vb TI s fs REMARKS REMA ti WATER SUPPLIER COPY •a WATER SUPPLIER COPY m1 1... � 1 - CITY OP RENTON MATERIALS ISSUED s.o.w. WATERWORKS UTILITY 4703 W_ V25 W.o. N.. TO STOREKEEPER: Ddno Mo lellormp meb.iol b _ oUANT. UNIT ACCOUNT MATERIAL UNIT AMOUNT DFUVEIIED NUMlFA COST ►flak, &,,.. lH 1 r likk ic and ��h�tf•in . No a t< vcnlcn NF 41, T 11oNacc, A6. 1KlbrodLm W r AA14k 1u N 6 d a 2a T I - a �n LurA Aboro inolonal roaivN in poN.e dllion Abo.o r ffff Jlod fIV Abw n" 61 eaorN b, sisnN sir d '"'.l _✓`~ I {IpnN a- 1:Iwrdwl FD Mew.Mermx rorr.rtlrKtw w+�TPrM.wI•N Mawr eurwn rvmr.In, • ` M(t d Mmm�A;ov.Jm•�.Im Mo�I 1 PI' \1 QO All M(1 `+n'e MmnnJer:.n im Ib•wn`]Olp N)a 1 UV iN usas la In IRl an { STATE OF WASHINGTON I STATE OF WASHINGTON DEPARTMENT OF SOCIAL.AND HFALIH SERVICES DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS 11 instructions are nel followed,sample will be rejected. 11 instructions are not followed.sample will he rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME DATE COLLECT ED TIME COLLECTED GUNTY NAME Moenl CIA YEAR 1 MONTH DAY YEAR iL- ( tit t' ///L .. ❑ AM (r' D 1Ri `�- ❑ AM Q PM —�T—�•— TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE: t11KIL CUS5 PUBLIC Oncif cuss PUBLIC I.D. No. -j 1 p; r. - I. - 2 J 4 I.D. No. 11 I �, t)2 3 4 ❑ INDIVIDUAL ❑ INDIVIDUAL ..— �,,.,, n, re..errrro NAME OF SYSTEM.• NAME OF SYSTEM , .I {' C l AE SPECIFIC LOCATION WHERE SAMPLE COILECTE SYSTEM(MAlER�MfA NAME ANC TfIEP1gNL NU SPECIFIC LOCATION VINEAE SA�1FLE COI LECIEDSY$(EM GNARIM(YI INME ANDiELER1UiE N0 .rN w MA R wA«I�.sI`.d,I1 n,r yE 1�3 I.MNerowewl9H.Il rI»lwxpi k. V. T I . SAMPLE COLLECTED BY:INameI SAMPLE COLLECTED BY:INwnel 1 1. 1 I,,I 1 A ,) SOURCE TYPE I r SOURCE TYPE ,,..yy COMBINATION ❑ SURFACE El WELL ❑ SPRING ❑ PURCHASED COMBINATION ❑ SURFACE ❑ WELL ❑ SPRING El PURCHASED YJ� a OTHER or OTHER SEND REPOR TO:IPonl FW1 Naoro.Achi eM Zm CWeI rIT SEN EjEPORT TO.IPrrm Fun NAme.Adore.A AM ZIP CoMI 1 1 L L /t WASHINGTON' 1 I t C' t\ _ � _�WASNINGTON TYPE OF SAMPLE TYPE OF$AMPLE 6Mr.m`ry ov n n,n miwnm ICM[A anit I`^.:n IM.�elumnl 1. ❑ DRINKINGWATER [ICmonnated(RewdlmC_Total_Free) 1. ❑ DRINKINGWATER ❑ CmorinateO lResiduaT_Total_Freel check treatment--1' ❑ Filtered Check treatment�► ❑ Filtered 2. RAW SOURCE WATER ❑ Untreated Or Other ❑ Unaea(ed or Other ���777 ❑ 2. � RAW SOURCE WATER 3. NEW CONSTRUCTION or REPAIRS 3. NEW CONSTRUCTION Of REPAIRS 4. OTHER ISPecilYl _ 4. OTHER ISpeCOYl COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS(AR NO — PREVIOUS 1 AR NO P PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE �- REMARKS. REMARKS' LABORATORY RESULTS tFOR LAB USE ONLY) LABORATORY RESULTS(FOR LAB USE ONLY) MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED MPN COLIFORM STD PLATE COUNT SAMPLLEC T TESTED BECAUSE: (5 rrrl» . ,• �mI _(S eu.a.•n•n.. �n1I ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE U Semple Too Old MPN DILUTION TEST UNSUITABLE /,INI nn /t00 p11 1. 11Confluent Growth U Nor in Proper Container 1. ❑ Confluent Growth ❑ Nol in Proper Container MF COLIFORM ❑ InSulaclent Information MF COLIFORM 2, ❑ TNTCRead 2. ❑ TNTC ❑ Insufficte (TOR nt Information Provided �OII 11„ PmYlded-Please Read Instn¢Dons on on FKe orrmm f Instructions On Form 3. LJ Excess Debris FECAL COLIFOH 3. ❑ Excess[)polls FECAL COUFOR ❑ MPN ❑ MF ❑ MPN ❑ MF 4 ❑ _ ❑ 4. ❑ I ❑ /IOR ml �iM inI FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: ❑ SATISFACTORY ❑ UNSATISFACTORY ❑ SATISFACTORY ❑ UNSATISFACTORY SEF.IlEVERSF.SIUP OI'GHI(Flrnr�,,..•.I .� , `•r n"•I:q nr•.III 11: "TE nLVLf11:lE-11`1 OF "vr lnr:r•Lv l" •.r";l '11 OI.1n'-n11: LAS"0. DATE TIME RECEIVED- RECEIVED BY LAB NO DATE.TIME RECEIVED RECEIVED BV ATE DEPORTED LABORATORY DATE REPORTED LARORA10" D '. 1 1, TESTING LAB fHC REMARKS REMARKS DP DP CENTER COPY P CENTER COPY Tt iu , 7 2-5 41o•t Iva, kit.6 11 1A fat- I,� d l t z/86 I I e TM\dMl All Meaty IWxMN Iw^•. In. v ]P.\dNI QU'Mew!eWMN rwrM.Im + 1 W e!PAMvne anNR[mmm Ren.In . R ^+., n .,R • wr �ne6...NRle.m lm N.nnn J01l 1M Isla A]) t15H5 it 1rA'Rl A1, DSHS 13 frS(at oil STATE OF WASHINGTON I I STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS WATER BACTERIOLOGICAL ANALYSIS . .IGi'll Illli l ;; I . , 1911 1 'V 1. . ,itI1-II "I , It instructions are not followed,sample will be rejected. II Instructions are not followed,sample will be rejected. DATE COLLECTED TIME CO TE LLECU I COUNTY NAME I DATE COLLECTED I IIME COLLECT-ETD COUNTY NAME MONTH DAY YEAR L• MONTH DAY YEAR L 7 f S < < 1�. ❑ AM PM IC_1 c. S L f`L Q AM ❑ PM C 1 p.lL- TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE. TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: PJBLIC PRCLE CIAS$ GRCIE CIMS !❑ INDIVIDUAL I.D. No. f OF ? 3 a � D I1O I.D. No. •�1 1 s: ` - C' rr LJ2 3 4 ❑ INDIVIDUAL Pv'1 \.Me„r v 1 eYMvn; NAME OF SYSTEM' NAME OF // I ( I� SPECIFIC LOCATION WHERE SAMPLE COU1CTF SYSTEM ON(4AIUM NAME AND TUR110E NO SPECIFIC LOCAl10N WHE E SAMPLE COLLECT! SYSTEM ONMR'MOR NAME AND TRI PHONE NO IN AHGIIM NIP a YMq lraf br leuM rya[AGM1M IpI uIwM.Iny efal6,IWnlelnl �. f l i I 1 SAMPLE COLLECTED BY:(Namel SAMPLE COLLECTED BY:INhme) SOURCE TYPE SOURCE TYPE Q SURFACE ❑ WELL `RWNG ❑ PURCHASED COMBINATION Q SURFACE ❑ WELL ❑ SPRING ❑ PURCHASED COMBINATION or OTHER or OTHER SEND REPORT TO:1Pnnt 6W Hama,AlMrau aro DP Coaei SEND REPORT TO IPmA 1w1 N.",,Adplees wM Sip CWPi OLII_It I A>—' EI .1 C c, . 1 /, L t�Lr. ..a 1•_ . �.. I � a�1_: 1 1 I � t. ^ i k._ . ..if. F; r )VI iR hJ _wASHINGION /r,✓� �l ITS SJ WASHINOTON TYPE OF SAMPLE TYPE OF SAMPLE ICIw\mly nne in 1\.f cMunnl ICM�\aMf`N in 1\n�NumrA 1, ❑ DRINKING WATER ❑ Chlorinated(Residual._Total_Ftee) 1. ❑ DRINKING WATER ❑ Chlwmaledisesioual._Totel—FrNI check treatment--11- ❑ Filtered check treatment ❑ Filtered ❑ Untreated or Other ❑ Untreated or Other 2. ❑ RAW SOURCE WATER 2. ❑ RAW SOURCE WATER 3.18 NEW CONSTRUCTION w REPAIRS 3. NEW CONSTRUCTION or REPAIRS 4. OTHER(Specify) 4. 01 HER(SpeCHy) _ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOUS IAB NO PREVIOUS IAB NO PREVIOUS SAMPLE COLLECTION DATE PREVIOUS SAMPLE COLLECTION DATE REMARKS REMARKS: LABORATORY RESULTS tFoR us USE oNLn LABORATORY RESULTS(FOR LAB USE oNLn MPN COLIFORM STO PLATE COUNT SAMPLE Not TESTED MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED /5 BECAUSE. /m BECAUSE'. —� 51uMf Nniln\ MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /1UR ml 1. ❑ Confluent Growth ❑ Not in Proper Container /1OO A11 1. ❑ Confluent GIOWIh ❑ Not In Proper Container ME COLIFORM ME COLIFORM 2. ❑ TNTC ❑ Ineu(Oed- lease Read 2. ❑ TN iC lneulded-1 lease Read �W ml Instruction, on o Read �00 e,; Provided-Please Read Inalructiona on Form Inetruclion9 on Form _ FECAL C011FOR 3. ❑ E.ceBs Debits FECAL COL(FOR 3. ElEKcesR Denny ❑ MPN ❑ ME 4. f1 ❑ __ Q MPN ❑ MF 4. ❑ El�W ml U - JON mf FOR DRINKING WATER SAMPLES ONLY,THESE RESULTS ARE i FOR DRINKING WATER SAMPLES ONLY.THESE RESULTS ARE: ❑ SATISFACTORY ❑ UNSATISFACTORY ❑ SATISFACTORY ❑ UNSATISFACTORY ;HI Fit VI I, 14UO (0 (ll'1 l it rl Pllnn "I N14I p!..... I1f'N II I^ srEETEVEP.SE;IDLO"'I!rfH CI`r/ll"'TY.I{AH•Ilr gl OF(IPBIL IS LAB NO DATE.TIME RECEIVED- RECEIVED BY LAB NO. DATE.TIME RECEIVED- RECEIVED By DATE REPORTED I ORATO F[E rr DATE REPORTED LABORATORY 1 � tr REMARKS TC �II+, �IEiI e�LV REMARKS TE311ING l.i+J 111C DP CENTER COPY „I DP CENTER COPY e++ r NOTICE OF NEW FIRE HYDRANT IN--SERVICE NAME OF DEVELOPMENT J2, . V , j, I — 1- ADDRESS N(r,. INSTALLATION CONTRACTOR _C D�1 �r p (,.C.w)p (Irl , ,r„ WATER PROJECT NO. _yam — L- NUMBER OF HYDRANTS HYDRANT LOCATIONS (FOR FIRE DEPT. USE ONLY) I. f /C/L/C LAA/rJ \ HYDRANT NO. 3. y¢ �, 4. , 4- 0 5.15 IG 6. INSPECTOR CITY OF RENTON WATER DEPARTMENT Pressure Test $ Purification Test Form PROJECT NO. NAME OF PROJECT PRESSURE TEST TAKEN BY tPN- L u ! ON --Z —a 6, AT A PRESSURE. OF c=- S G PSI, FOR 1 S MIN, TEST ACCEPTED ON PURIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE 01 SAMPLE #2 SAMPLE #3 REMARKS: PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON I� APPLICATION ONLY - UNTIL VALIDATED NI aER { Owner hcation of Work I Address i INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer _ PERMIT Right-of-Way Construction Sp. Utility Conn. Fee - Water (Public Right-of-way) Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued Inspection Fees Special Deposit - CASH BOND ------ Expiration Date TOTAL FEE , Description of Work and Number of Feet Contractor Business License Address Band Y_. Telephone IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN TH£ RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. j CALL 235-26k0 for street signs CALL BEFORE YOU DIG By (t and lighting. 48-HOUR LOCATORS 1-800-424-5555 (VARDNER ENGINEER INC. CONSULTING ENGINEERS•SINCE 1883 LE5 T`- '3 OF U r3ju — (w�Zr' ITQIL SUITE 30D a 2124 FOURTH AVENUE Seattle, Washington 98121 (206)728-1883 4TT[NT10N ^ l�.ti� \ � 1 TO GENTLEMEN: --- '� WE ARE SENDING YOU C Attached ❑ Under separate cover via the ftlllowins items. • Shop drawings [I Prints ❑ Plans C Samples ❑ Sp"ificr ❑ Copy of letter ❑ Change order C COPIES 01RE NO. DESLa/►TION I THESE ARE TRI,NSMITTED as checked belr CfJ For approval C Approved as submitted C.1 Resubmit.—copies for approval or your use ❑ Approved as noted „ Submit _copies for distribution Q As requested ❑ Returned for correcunns ❑ Return corrected prints LJ For review and comment C1 0 FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 1:0PY AL ,I ., L/ 1 SIGNED: If rncbWn[ 1rtl not •• Irobe, bnJry noM1ly Yr 11 VvARDNERENGINEERMINC. Mon,oi¢rH Thom".ur- CONSULT1NG ENGINEERS a SINCE 1883 Thom"P ntcmorns,PF Leona rd J. L s ke.P F. SUITE 300 a 2124 FOURTH AV F,NUE Seattle. Washizi ton 98121 (206)728-1883 Decenber 10, 1985 r le: 517213 Dennis kabba The Campa,tel l a Group 400 Maritime Bldg. 911 Western Avenue Seattle, WA 98104 Re: RVTI Phase One Construction Sound Utility Site Utility Submittals Ia. Sanitary Sewer Pipe Submittal - approved. lb. Storm Sewer Pipe as noted: 6, 6 and 12 inch - submittal approved. 18 inch perforated bare steel - This submittal is not approved per City of Renton Public Works Department. Renton will accept 16 ga. Aluminum as specified or the specified 16 ga. corrugated metal with bituminous coating, treatment 1. Please resubmit. 2. Manholes - approved as noted, see cover. 3. Catch Basins & Inlets. Inlet CB-17, APWA std. Plan 59 - approved. Catch Basin: CB-15, APWA Std Plan 52 - rejected - not specified. CB-19 approved with 90 uend down on outlet pipe as specified. 4. Subsurface Drain - see lb. 5. Oil Separators - approved. 6, Watermain Pipe & Fittings - approved. 7. Watermain Valves - approved. 8. Fire Hydrants - approved. 9. Fire Lervice Detector Check Meter - approved. Nrte: All utility submittal approvals subject to review and approval of City of Renton Public Works Department. Pe Staeheli NNN W W W N N N M O •�O a s E1U ���r/ GUf 9&O 226 - 6 �voo 0,11 SE�av �o CjF�D ILs �TQ�yvt � cYuJ��' a i a%rrM�r «woow of w e a o Jea nk■,m ar rww tlr /�✓G r' npoo* ` (J b Awk� ¢Yofd*kVmoAo aM diexn*m PWHpe Data Sheet: Twin Seal Sewer Pipe �f.. Agtat saes S!W!I•q. Canams to ASTM 0303e SOR 35(4'15'(,ASTM F679(18 24").SCS nste0. ASTM OI76a cell Wss 12a5a A.6 Mmlmum AWot W1 AMD% Wt LISI Putt Pipe WAN NLidt Wan Per 100' Per 100 it, too' sm OtMneut o m w Ttackmss (20'pecesl 021h paces, Gasket End ` 8 8213 3.880 .120 1034 1048 f J� 0 _621s 11142 .180 231.2 _2346 • 1.4m Ms .240 e16.1 a2a.1 10 to.SM l363 .305 6534 668 0 - lf_�- 1550 1130f 360 931.2 OSss 1S.310 13 111118 .437 13827 14112 16976 .536 2115 a_-- a 21 22.087 20004 $32 29399 2/ 26.803 22480 .711 3768 5 1 Gaskertd 6ep ends avauaple m OOM 20 . IVI net laymg tcngtns on 6'-1 T. 2 All orders subRcl to anal accepante at Eugene othce Crate Quantities '.TCD --Sat 20 _—h2,i (� %1-T _ LengtM Letagtns - - _.... - ANo - 30 _ +0 740 --- +s 12• Ts K __ ,• btee -_--- 14 • - the e -- _ — --- 'carat f+M lad♦naM eul.rt -. .. Date By PACIFIC w2ST2RN 2XTRUDFD► AsTics Coal PWFipe 0 TwinSeal Sewer Pi'*po--. PV,;:The modern, efficient way of transporting wastes. 4liesA It D. u n w 71) nk A , 3 w 1 F i 2 Sf.fr r. •� ,�s- `e ge yr, t n '. � ..`+ alt -� 'ra � ��� Sp cifItativns 4an (SHORT FORM) " IAMINIMMU1111 .. - :+��'il�lral�Ya)alw'ailh�,ar GPK SPECIFICATIONS (short form) 1.0 Poly (Vinyl Chloride). PVC sewer fittings shall be manufactured in accordance with either ASTM D-3033-79 SDR 35, SDR 41, or ASTM 0-3034-78 SDR 42, or SDR 35. 2.0 The purpose of GPK fittings is to convey municipal sanitary and industrial wastes, storm water run off and many other related applications. They are designed to be used in a gravity flow and low pressure application not to exceed 25 PSI, 3.0 Chemical Resistance. GPK fittings will not be affected by sewer gases, particularly hydrogen sulfide. nor sulphuric acid which is the usual result of chemical waste when combined with water. 4.0 Marking. GPK fittings shall be marked with ASTM number, applicable size, IAPMO letters and company name. 5.0 Testing. GPK recommends a test after installation of either low pressure air or a water infiltration- exfiltration test. The allowable leakage would be as follows: 5.1 Air Tast Not over 3.5 PSIG with a possible drop to 3.0 PSIG. The minimum time shall be not more than the following: 4" - 21/2 minutes 8" - 5 minutes 12" - 71/2 minutes 6" - 4 minutes 10" - 6 minutes 15" - 91/z mini*es 5.2 Water Test When testing for extiltration the average internal pressure shall not be greater than 5 PSI and at any part of the total system shall not be under any greater pressure than 10.8 PSI or (25 ft. head). The maximum water loss allowance shall not be greater than 50 gallons per inch of pipe diameter, per mile, per 24 hours. Infiltration testing s`ell be the same allowable as the extiltration allowable. 6.0 Deflection Test. The maximum allowable pipe's fitting deflection should be 7112%. Testing for this is unnecessary when using proper construction practices and inspection during pipe and fitting in- stallation. 4 may be used when unstable trench walls or bottoms, heavy rainfall, frozen soil, high ground water levels, deep lines,or difficulty in attaining compaction is present. A television camera Ora "gonogo" gage are some devices used.-- --- - - --- " -'- 7.0 Backfilling and Tamping. Backfilling shoulA follow-closely after assembly of pipe and fittings. I 7.1 Backfilling with proper material is ))important for side support which enables p;pe, fitting and soil to work together to meet designed load requirements. This eliminates deflectiod and shear breaks due to heavy loads. Approved material shall be used properly compacted continuously above and around the pipe and fittings as well as between the fitting and trench wall 1 i r Date 1'2- 2_ ey �1 i PVTOf MMM IVNIY USA' Gi i/ S/ -0; loJ f GX' 7"HC �GGCGGr/�r� /Cf�-!Sc>✓S TU �/l'Gl/i✓v /%/lJ% �'�� ,� yid�i ECG/�"F/C/c�✓T 0 e -�KYSLAL_ 6y7-0 40 �'f/C� ��O'/�D$ � /�✓ /RUC ff ��k'Fp�Cr-% Tc`� Te(,) IC ff -see- .Sc�ci- (ors' PWRpe Data Sheet: Twin Seal® Sewer Pipe Awn toils UnSeal Sewer Pips Conforms to ASTM 03034 SOR 35 la"4S'),ASTM 1`679116"24-1.SCS Noted ASTA1 01761 CON CIW 12151 A.B eomnal -- -- lase AWamuln APpda vn r O Te atsl6e Inside I9a6 Awe. 97t lea 7 00' Per 100' Pae 1 1 00' 74r 00' —_see D aToew D NWW Thbknesa 1"'P+dW 11214 P KUI Go"En0 _ 1 1.215 3.690 '120 1034 1046 S 6.275 $742 .t60 231.2 234.66. _ 400 _ 7"S .240 416.1 624 t_ _ 9.563 305 65L1 6660 50f72555 _ --...__.. 12 tt36t .360 — 934.2 955 S - 15.30 13.M .437 1392.7 t111$ 16]O1 16.976 .536 21154 21 22 047 20.004 .632 29399 ~-24 24.803 22460 .711 37665 —.---- $two No": 1 Gaskmed Bell ends avatiaolc in both 20'a 12'/" net laving lengths on 6"12" 2 An orders subrecl to tmai acceptance a Eugene othil Crate Quantities �.--&:e -i 20— —i21n - --__---'--- ECM- Loom 1 960 me 225 —_300 -------,PA - _.�_. 12 120 _—_-- . - 75 -- .�__t5 120 _ 7s 16 _ 10110 TS13L5 40.—. - 2S._—. . .,.�...... 24 'c~Tyne sorer can Sol" ,_. - 'r�- '• E.7 P { C - p bye .. ,... - Date ►ACIFK WESTERN EXTRUDED PLASM COM►ANT NNN FF� iGo,.S"S 226 - t�7Eoo .40 �c2 lGJ �r3 n resrr P !S NOTED µ11 l dVtr Gate _ Y { 1 QASSOCIATED SAND & GRAVEL Everett(206)355.2111 Seattle 12061624-0301 c$G COMPANY. INC. Contractor Registration POSOX2037 • 8300GLENWOODAVE • EVEAETT,WAS"98203 f223Ot•A&SOCS-037250 59" p cl r. cl Top slab reinforcing as '.-- per applicable specs. APWA Std. Specs. - 1981 TOP SLAB 06 bar around outside of opening N6 diagonals both sides of openinq N6 @ 6" o.c. both ways Adjmt. Manhole conforms with ASTM C-478, _ _ APWA Std. Specs. - 1981 b Wn. State Hwy. Std. Plans N • Z CL . .. Rubber gasket joint c conforms with ASTM C-443 '• ; ° U C ••• W U • ' a ' Circumferential wall reinf. Single circular cage `o _ _ = see step detail a: 0.12 sq.in./l . f. o CD 0 0 r— � t r r N �* 7 _ See ladder detail .: Base reinforcing #3 @ 8" o.c. both ways see ,joint detail Pip�ole location and- 'd o 4" size as per plans „ ° 4 . min. cc Maximum hole size 36" 0 8" mi between holes mole size to equal pipe O.D. •• • • I plus. manhole wall thickness 2„ 48" 0 PRECAST MANHOLE - - —" -- - RUBBER GASKET .'.IOIN, ASSOCIATED SAND & GRAVEL Everett(206)355-21<7 5 g Geems tore,e24-030 C O 1A PA N Y. INC.INCContractorCoracto7 Registration P.O DOX2037 • 6300GLENWOODAVE • MRM,WASN Dl203 •223O1-AS•SO-CSG37250 Cn 65"6 Manhole conforms with ASTM C-478 - WAWA Ste. Specs. - WA State Hwy. Std. Plans Plans Top slab reinforcing #6 bar around outside of opening #6 diagonals both sides of opening #6 @ o.c. both ways Circumferential wall reinforcing Single circular cage 0.135 sq. in./l.f. Ad'mt. — - - - Base reinforcing — 241 #3 @ 8" o.c. both ways = 00 v r: Q) D n Miscellaneous specifications C•' o Pipe hole location and ;: ., b :, size as per plans Maxium hole size 42-1 Flo 0 0 0 o See step detail N �:. . 8" min. between holes ln..Ncnv ➢ - - - ;. " See joint detail' Hole size to equal pope O.D. plus manhole wall thickness A e 54"0 �,�{ ► • See ladder detail ` r_ c C � ; a, " p m cu in v ° 16. _ . . . ... _ .. . .- . •.. n;v s_ . 2" c1r. ~' 54" PRECAST MANHOLE JOINT DIMENSIONS FOR 48" 0 RUBBER GASKET MANHOLE d 1 d - A G 2„ e 58'• � L e R. 11 0 8R• e — M ° 52320 > ` R. p I 4 R. z 56'QS 46'0 4'• JOINT AND GASKET CONFORM N TH APPLICABLE PROVISIONS OF ASTM C-443 JOINT DIMENSIONS FOR 54" 0 RUBBER GASKET MANHOLE G � ^ 61-1/200 ' 54 0 I/2•'R' 3-IS 64" A \ '� ' 400 CD \5' 1/2„R d , 8 C � n a a t C I D 65"0 o JOINT AND GASKET CONFORM 'IITH APPLICABLE PROVISIONS OF ASTM C-443 $lnaanrJ !?rnmrnr� Cn.ers ahoy hwe fhl. war. 'S(:w Rnn,n S"rn;sad Irt'tirs when „r rd m cnnnnthnn ..,,`� snni4o.,1 i._n REMOVE ALL 8 ©5 ON ,n9tann� ,�`nF �-• 37/®" RPV6 an. -- ''� �n wanes c._ �c=t ,hC.OYe•'J Natan /"-�.. �\�` % � f---fn rJ r[G]i+,1.1'�I c7pG�i 11 I J _.--[r �- --- 1;1.--gip rin�,-'-,I[ f `�[r�h^, -;p' •, '\ /'� ,, C'�'-II Llaon-SK,d Pottnrr, \�•` on toP o4 eOvf"-. 1 From, Pl.n 7��v .— ally _-. r[ __ .—n.^�,x_rF:, i4..'�Gh:; ,cc}Lott Cast Iron- Uon loc 4,nq t SATH,ER MANUf ACTURCf` G C U., I C. � 1 A � FVERFTT, ulPSHINGTON 701 1, 1)061 759`Slt 1 t j , the Si Data Cy CNN w~N Y1N _ ii�V 7✓r J vr(/�/�/ � s� 2121 � ��crroyc/ 6 � A ASSOCIATED SAND & GRAVEL Everen(206)355-2111 5301 Contractor 12061624-0tio COMPANY. INClNt. GoMrector Registration PG e032037 . C300Gl ENW00DAVE . E EAErT WASH y0203 022"1 AS-5C?CSiG37?50 CB-17 PRECAST CONCRETE INLET APWA STANDARD PLAN 59 KING AND SNOHOMISH COUNTY STANDARD Frame and Grate per DO Standard Specifications S„ „ 3q•1 � 2q„ 6" RISER SECTION 11 Weight 290 lbs. ` S 30„ 3qN I, 12" RISER SECTION 5„ Weight 580 lbs. e_� r } 1 1 I a, q„ PRECAST BASE SECTION 29 / \2511 Weight 1 ,300 lbs 3 way 12" knockouts ;provided � 1 - for pipe entry j i < ` Date -1�_:jL? pv J347 E ASSOCIATED SAND & GRAVEL Evers"(206)355-21 t1 " COMPANY, INC, Seattle 4206)624-0301 PO BOX 2037 , 6300GLENWOODAVE. , EVERM.W.SH 88203 Contractor Registration •22301-AS-SpGS-Gi37250 CB-15 PRECAST CATCH BASIN APWA STANDARD PLAN 52 KING AND SNOHOMISH COUNTY STANDARD Frame and Grate per TYPE I Standard Specifications VQOOD� 6" RISER SECTION 2q Weight 290 lbs. 6 l „ 12" RISER SECTION 30 5 Weight 560 lbs. ' � I PRECAST BASE SECTION Z2„ 4 Weight 2,000 lbs. foray 0r ntr kouts provided I r; N rEo Y aa.r I _ C I CrP �,;r t e,� 1 , 1\ , Date _��IQ- � BY -•`�" ------ a �k�L Everett(206)355.2111 ASSOCIATED SAND & GRAVE! Seattle 4206)624-0301 5gG COMPANY. INC. Contractor •ontr `to spo-csGs y y0 epp 2p77 1700G1ENW000 EVE EVERETT WASH 9e207 7250 PRECAST CATCH BASIN TYPE II f „ „ 3q„ Top slab reinforcing as per applicable specs. „ APWA Std. Specs - 1981 3q11 # 6 bar around outside of opening •(r 2 „ # 6 diagonals @ 6" o.c. both sides of opening # 6 @ 6" o.c. both ways Catch Basin conforms with 24„ ASTM C-478 I __ APWC. Std. Specs. - 1981 & - - - 4,'J Wn. State Hwy. Std. Plans UNIT "N" UNIT "P" UNIT "R" Circumferential wall reinf. — Single circular cage - See step- 0.12 sq.in./l .f. o 0 0 o c r• detail , � N f�l C' • 7, Base reinforcing 48" ___ _ 4" _.---- •• - min. #3 @ B" o.c. both ways -- - - See joint Max. hole size 36" 1e detail r° 8" min. between holes o 0 0 •i. Base ladder optional °0 _' ' _' See ladder • ' detail i ' 2u ' clr. Weight: Base - 4900 lbs. , ft�k b4 r` .J.Lr, ,: k r-- y I 4!/�• PPP J ye, T/ x•la", 4-11o• WJL SECTION i+ni in A A 47. f IH• TEAM[ NO T"k V\'11Y(.IE b"1 j IJII \�-1 I ONilx,O IT'D I NITAI f' I fEC110N••! --aRAl CB PLAN 49 FRAME AND DUCTILE GRATE 314'Npina la Be,1 I— I/E'a nrN 4U'-1 r, ve' II �L .l SECTION C•C , SATHER MANUFACTURING CO., INC. 3330 McOOIJGAII AVE. - EVEPETT, WASMINGTON 98201 17061 xf0flff �/; iGr��T���� SU��Ii���c S �:: UiJv (/TrC �T/E:� SfSTy�rS �gs _n ::: �Mfi � �ir� ,�C/�%J G't/� �C�G's� 2z� � 6�a � ( ���` `�`=. � - �i UtS�GI,,J _.LLB_ �Ec..�ilci�/ �.� �SfST��� S�v�.S�,���'� ���� I cw CADE CULVERT CORP. BOX 217, ARLINGTON,WASHINGTON 98 2 2 3-021 7 TELEPHONE 206.435.2181 TELEX: 15.2461 CERTIFICATION OF OTWUR4ANCE PRDJEGT: Renton Vocational Techincal Phase I Penton, WA. CONTRACTOR: SoLmd Utility 1100 Maple Avenue SW Renton, WA. 98055 The galvanized steel, spiral corrugated, culvert pipe and underdrain, with perforations where required, which will be supplied for the above referenced project will be manufactured in accordance with AASHTO N36, from raw material supplied in coWliance with AASHTO M218. 7"JOrED I ✓ T °', Type III ------ :•till circular cross section with helical corrugations, continuous lockseam"and'�Cplass 1 perforations Tinclmess ----- . ma n 57" -no6�aal , (16 gauge Diameter ------ 18" naninal inside diameter 27 November 1985 C. MARL, Date Qwlirp Assurance Supervisor N No QN N O O M PI lV M 4 Sect ; l�i/is���v i7z t IC--WW LOCK.__. .. u b Ot (jRelvld) 41 Date By i RENTON CONCRETE GRAVITY OIL/WATER SEPARATOR PRODUCTS,INC.__ PART NO. 641 'ZS P 0. BOX 917 12061 255 752t RENTON• NASHINGTON 9805E. i Q 50 2a 50. I L r GENERAL NOTES: ..... . CONCRETE. MINIMUM"DAY COMPRESSIVE STRENGTH- VC 4000 PSI ' DESIGN IN ACCORDANCE WITH NO S25M"MINIMUM" REQUIREMENTS FOR THIN SECTION PRECAST CONCRETE CONSTRUCTION REINFORCEMENT OEf ARMED BARS IN ACCORDANCE IA'TP ASTM A61S 65 GRADE 40,WELDED Wt"+ FASM, IN ACCORDANCE WITH ASTM A82a B A15669 DESIGN LOADS AASHO - H 20 GAL V AN121NG ALL FABRICATED STEEL IT M5.EXCEPT REINFORCING. rOSE NOT CIPPEOGALVANIYED AFTER FABRICATION, CONFORMING TO SPECIFICATIONS ASTM A3B4,A335. A366,i A123 RC DrviSiON O• S nob► OIL/*4T R c o Pocnic Invrnoeonol Pipe B Eny�neenng, lnc E ,C 3ATpR lyw2n.leT ease• e e 6237772+ IRenloni255-1521 Pacific lnternationol Pips; & Englne-nnQ In; ugm FOpR•. : • FENTON CON"RETE Pp _ p VAULTS S T R U C T U R A L N O T E S CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTh FC=4500 PSI DESIGN ! ER AC1-318-71 AASHTO-71 REINFORCEMENT : DEFORMED BARS IN ACCORDANCE WITH ASTM GRADE 60. WELDEn WIRE FABRIC PER ASTM A-82 AND A-185 LOADS: MAXIMUM SOIL COVER 5 ' -0" MIN . OF SOIL = 100 P. r' EQUIVALENT FLUID PRESSURE ABOVE WATERTABLE: 30 PCF EQUIVALENT FLUID PRESSURE BELOW WATERTABLE : 75 PCF WATERLINE ASSUMED 413" ABOVE BOTTOM OF VAULT H-20 WHEELOAD W/IMPACT COPYRIGHT : RCP VAULTS 1985 19"� Maor Va, ol H'ohwa� . F b_. ^.e^ _. �t ... . .. • f 27F 1 256 ..... N N N F F h W W W M1 a_va �M1M1 //CG �S �EiJ%G, J l �� %GGPSS oSCCTIa}U 71 I I OUCTILEIRONPIPE PSCIPCODUCTILE JO/VT OMWENSJONS&WEWWM e �I Nominal laying length' A C E -Tyton Join Pipe has8 nominal lapng length of 10 feel. Actual'eying length averages 18 feet 112 inches for 6" through e4 and 20 feet for 4 25 .40 3.96 9 28 .41 4.80 7 10 1.10 4,91 3.15 5.64 11 25 .43 6.90 S.23 1.11 7.01 3.38 7.74 18 .27 .45 9.05 11.62 1.23 9.17 3.69 9.98 26 29 .47 11.10 13.76 4 27 11.22 3.75 12.03 34 .31 .49 13.20 1591 1.30 13.32 3.11 14.13 43 .33 .51 15.30 18.71 1.64 15.44 5.00 16.64 63 .34 .52 17.40 20.86 1.66 17.54 5.00 18.74 76 .35 .53 19.50 22.98 1.67 19.64 5.00 20.84 87 .36 .54 21.60 25A4 1.70 21.74 5.00 22.94 97 .38 .56 25.80 29.50 1.18 25.94 5.00 27.14 120 tThese figures are for class 56 pipe. 7 t Y S� This table shows thickness class of pipe necessary for the rated water working pressure and 1 the maximum depth of cover. The thicknesses in this table are equal to or in ex, ss of those required to withstand the rated working pressures plus a surge allowance of 100 psi. Ductile { iron pipe for working pressures higher than 350 psi is available. V In Conditloo Nom Wafer Sine Thick. Thick. Workin Maximum Depth of Cater,Faslrt In. Cl In. Pressu Pelt eTy Type 2� Type 3 Type 4 Typs S _-"M 51 0.25 350 98 100' 100' 100' 100' 52 0.28 350 10W t00' 100 t00' 100' 3 53 0.31 350 10q' 100. 100* 100' 100' x 54 0.34 350 t00' 100' -100- low 1q0'_, ,3 55 0.37 350 100, t00' 100. t00' i00• 56 0.40 350 100' too* I too* 100' 1 J0' 51 0.26 350 76 86 96 100' 1100 4 52 0.29 350 100, 100, 100• 100•4. 53 C.32 350 100' 100' 100• t00'4 54 035 350 100, t00' 100, 1Q0'4 55 038 350 100' 100, 100, 100,56 0.4t 350 100' 100' 100' 100' 6 50 025 350 32 38 44 56 75 6 51 0.28 350 49 57 64 80 100' 6 52 0.31 3J0 67 77 86 t00' 100' 6 53 0.34 350 91 t00' 100• 100• 100, 6•., 54 0.37 350 t�T 100' 100' 100' 100• e` : 55 0.40 350 t00' 100, 100' 100' 100' 56 0.43 350 t00' 100* 100, 100' 100' 50 0.27 350 25 30 36 .46 64 '^ 51 0.30 350 36 42 49 61 81 52 0.33 350 47 54 62 77 99 I* 53 0.36 350 64 73 32 100' 100' 54 0.39 350 80 91 100' 1u0" too- 55 0.42 350 98 100, 100. 100, 100' 56 0.45 350 100' too- t00• 100' 100' ti 50 0.29 350 19 24 29 38 55 1_ 51 0.32 350 27 3n 38 49 Ce 52 0.35 350 35 41 47 59 79 53 0.38 350 45 52 59 74 95 54 0.41 350 57 65 74 91 100' 55 0.44 350 67 77 86 100' 100• 56 0.47 350 81 92 100, 100• too- 50 0.31 350 17 22 27 36 52 .. 12 51 0.34 350 23 28 33 43 60 12- . 52 0.37 350 30 35 41 53 71 12 53 0.40 350 36 42 49 61 81 12 54 0.43 350 45 52 59 74 95 12 55 0.46 350 54 62 71 87 100' _ 12 56 0.49 350 64 73 83 100' 100' t1An allowan,ti for single H•20 truck with 1.5 impact factor is mclud\d for all depths of cover. 'Calculated maximum depth of cover exceeds too h. 13ota Typal Laying Condition is entirely satisfactory lot trench depths as shown.NOselectbeddmt,orspecisicomfsactionis 12 n quired except under the most umsuai circumstance. �M xr Pressure Water Pi a,--. P _ Tough, non-corroding.PVC pipe for potable water systtms fill AI - w �} x f y ..} 'T' PwHPe 111111111 Data Sheet: Streamline Solvent Weld Pipe—IPS Size IPS Pressure Rated PVC 1120 Aupift Tees Streamline P.R. 160—SDR 26 Conforms to:AST 02241.Oi 764 cell class 12454 A,8 Minimum -3prox ---- Approx —�� List Price Pipe Oulsrle osae Wall weight Crate Crate Per t00' Size dameter Diameter Thickness Per 100' Quantities Weigel Bad End 1'/. t 660 1 532 0 064 21 0 3920 823 f _ t Y> 1 S00 1 754 0 073 27 4 3020 827 2 _ 2 375 2 193 0 091 42 7 2100 897 2''e _ 2 875 2 655 0 I la 62 5 1460 913 _ _ 3 3 500 _ 3 23L 0 135 93 4 1500 1401 _ 4 4 SOO 4 154 0 173 1539 960 1477 _ 5 5 563 5 135 0 214 235 4 660 1554 _ 6 6 625 6 115 0 755 334 0 360 1202 8 8 625 7 961 0 332 566 1 300 1698 10 10 750 9 924 0 413 877 8 240 2107 12 12 750 11 770 0 490 1235 2 120 1482 Streamline P.R. 200--SDR 21 Conforms to: ASTFA 02241.01784 cell class 12454-A,8 Nominal Minimum Apptox Apptox List Nice Pipe Outside Inside Wall Weignt Crate Crate Per 100' Sae Diameter Diameter Thickness Per 100' Quantities Weight Bel End 1/• 1 050 C 1 70 0 060 12 2 8100 988 _ f 1. 1 315 'I 189 0 063 16 2 6300 1021 _ 1'/.• _ i 660 t 502 0 079 _ 25 7 3920 1007 t'/:• 1 900 1 720 0 090 33 5 3020 _ 1012-- - — 2• -- 2 375 2 149 0 113 52 6 2100 1105 2'1: 2 875 2 661 0 137 77 1 1460 1126 _ 3• 3 500 3 166 0 167 114 4 1500 1716 _ 4 4500 4072 0214 1886 960_ loll _ _ S 5 563 5 033 _ 0 265 288 7 660 1905 6 6 625 5 993 0 316 4099 360 1476 _ 8 8 625 7 805 0 4'0 692 5 300 2078 Streamline P.R. 315—SDR 13.5 Conforms to AS17A 02241.01784 cell class 12454 A.e Nominal Minimum Approa Approx Pipe Outside inside Wall Weight Crate Crate List Price Sae Diameter Diameter Tnicl,ess Per 100' Quantities Weight Per 100' 1/1• 0 840 0 716 0 062 9 9 10DOO 900 f 1/. 1 050 0 894 0 078 15 6_ 0100 1264 1 1 315 1 121 0 D97 24 21 63DO _t Y. 1 660 1 414 0 —T— 3 9 3820 _ 1525 11b 1900 1616 0141 510 3020 t540 _ 2 2 375 2023 0.176 1.96 2100 1872 _ 2'/: 875 2 449 C 213 - 1166 1460 .1702 --— 3 3 500 _ 2 982 0 259 172 6 15M 2569 4 4 500 3 834 0 333 285 3 960 271a •Irp M1x AM xCMIKO (OVER) Bows loll: . ... 1. All pope NSF Osten. 2 Bell and-20 length overN'except PR. 315 has pram and. t 3. All orders eu0lect to Tina .Atitapce at Eugene uhice t CY PACIFIC WISTERN EXTNUDED PLASTICS COMPANY ..�.— —• - "'"` '""—" P 0 Box 10049 Eugene, Oregon 97440 2220 Nugget Way. Eugene.Oregon 97403 503 747-4255 Telex No 151040 PWPIPE a I.e •_ 1 UNION FOUNDX COMPANY A DIVISION OF MCWANE, INC. • R O. BOX 3"9 • ANNISTON, ALABAMA 36202 Mechanical Joint Ductile`tron_ Class 350-C153 Compact Fittings LnZL t .y O L Pacific Water Works Supply Co., Inc. PIPE VALVES FITT,NGS M 1514ke So IM)LIN.1h Ave fT2p 5 W M!f,ran Ao SemN Wash 9013e Tacoma Wash 9aa1� LHe pswayo Lre 9As IA612j3(IaN J7Nf •%h Wa Toll Fr Ia DD.%2 S 150.'4 GA':4 ^Ik.W:7 90pn tt ` -nw Alaska Toll Free T.apl.pp :U614,.[TN MEMBER AWWA I ' UNION FOUNDRY COMPANY Division of McWane, Inc. MECHANICAL JOINT-COMPACT-DUCTILE IRON-CLASS 350 FITTINGS DUCTILE IRON COMPACT FITTINGS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 WITH THE EXCEPTION OF DIMENSIONS AND THICKNESS AS SPECIFIED BY THE MANUFACTURER. WORKING PRESSURE SHALL BE A MINIMUM OF 350 PSI. FITTINGS SHALL HAVE A NOMINAL WALL THICKNESS OF CLASS 54 DUCTILE IRON PIPE. CEMENT LINING AND SEAL COATING SHALL BE IN ACCORDANCE WITH ANSI/AW WA L 104iA21.4 BENDS � o 1 P \ I R r A T i -- A H.AJ T -Aa T 'per 'Ty �.►! V.Bands W Bands %s eends y,:Bends Size Dimensions Weghts Dimensions Weights Dimensions MMights Dimensions Weights T A R A R A R _A R 3 .34 3.5 2.5 22 2.00 2.41 20 1.50 251 19 1.25 2.53 18 4 .35 4.0 3.0 30 2.5 3.56 28 1.75 3.81 26 1.5 5.12 25 6 .37 5.0 4.0 48 3.25 5.49 44 2.25 6.35 41 1.5 5.12 38 8 .39 6.5 5.5 74 4.25 7.93 67 2.5 7.62 58 1.75 7.70 53 10 .41 7.5 6.5 98 5.0 9.76 89 3.0 _10.16 75 2.0 10.25 68 12 .43 9.0 8.0 132 6.0 12.19 118 3.5 12.70 97 2.25 12.82 85 SLEEVES T T PLUGS & CAPS Long MJ Plug mi� .� U Solid Solid L - - _ Apt Apt 81ze Dimensions wolghts Size Dimensions weights Short Long T P� Cape T L L Shah Long 3 .34 7.5 t2 IS 24 3 AC 6 7 4 .35 7.5 12 23 31 4 .46 8 9 6 .37 7.5 12 35 45 6 .46 15 14 8 .39 7.5 12 47 62 .46 26 25 10 .41 7.5 12 58 76 .56 38 33 12 .43 7.5 12 71 94 12-- - 56 49 44 WEIGHTS ARE BODY WEIGHTS AND DO NOT INCLUDE THE ACCESSORY WEIGHTS. SOME WEIGHTS ARE ESTIMATED AND MAY VARY SLIGHTLY. TEES aH L_ t•IMTIH+H H HT T MJ Tee MJXFe Tea MJXSwival pi Site menslona Mhights - T T' H J' JP J' M.J. M.J.xFL6 M.J.xSwbel 3 .34 .34 3.5 3.5 5.5 - i4 40 .35 .34 3.5 4.0 6.5 - 3B 40 4 .35 .35 4.0 4.0 6.5 - 41 44 - 0x3 .37 .34 3.5 5.0 8.0 - 54 59 - 6x4 .37 .35 4.0 5.0 8.0 - 6 .37 .37 5.0 5.0 8.0 10.5 64 69 82 80 .39 .35 4.0 6.5 9.0 - 70 70 - BX6 .39 .37 5.0 6.5 9.0 11.5 82 84 91 8 .39 .39 6.5 6.5 9.0 - 97 101 10x4 .41 .35 4.0 7.5 11.0 - 87 88 10X6 .41 .37 5.0 7.5 11.0 13.5 99 101 111 10x8 .41 .39 6.5 7.5 11.0 - 115 20 - 10 .41 .41 7.5 7.5 11.0 - 129 1133 - 12x4 .43 .35 4.0 90 12.0 - 06 12x6 .43 .37 5.0 9.0 12.0 14.5 121 124 133 12XS .43 .39 6.5 9.0 12.0 - 137 145 12x10 .43 .41 7.5 9.0 12.0 - 157 161 - 12 .43 .43 9.0 9.0 12.0 - 178 209 - REDUCERS Sim olmenskan Rights MJ _SEMJ LEMJ MJ SEMJ LEMJ -L- -_ -L-_- T T' L L L 4x3 .35 .34 3.0 8.5 8.5 22 19 20 6x3 .37 .34 5.0 10.5 10.5 31 27 29 6x4 .37 .35 4.0 9.5 9.5 33 28 30 8x4 .39 .35 5.0 10.5 10.5 43 36 39 SES 8x6 .39 .37 4.0 9.5 9.5 48 42 43 100 .41 .35 7.0 12.5 12.5 55 48 51 r---L 10A .41 .37 5.0 10.5 10.5 57 50 52 T > 10x8 .41 .39 4.0 9.5 9.5 62 55 55 12x4 .43 .35 9.0 14.5 14.5 69 62 65 4 - - 12XS .43 .37 7.0 12.5 12.5 71 64 66 12x6 43 .39 5.0 10.5 10.5 73 66 66 . LES i2xt0 .43 .41 4.0 9.5 9.5 76 68 69 t► Me" Die. Bolt Holes Joint Dimensions in Inches Except 3" FittingsCID) Sim A D4 n Dla. f Oh. J D{a. L s r Carries VV Die.Bolt 3 3.96 4.94 4.06 6.19 .60 .39 34 4 4.80 6.02 4.90 7.50 .60 .42 .35 7� 6 6.90 8.12 7.00 9.50 63 .44 .31 %"slot(when 1Mq'd) "� �' 'p° 8 9.05 10.27 9.75 11.75 .66 .45 .39 10 1i.10 12.34 11.20 14.25 .73 .51 .41' u M n.7 1r 12 13.20 14.44 13.30 16.25 .7 .51 x eo -_•..ti •o" (tJole.Al;sties use W x 31h"T-Bdis) A ROCK WELL J-90C (5/85) ' ' • • flanged coupling • • • adapters • • 912 913 914 916 926 932 933 Y / 1 y ` Y Date _.. _ — BY 1( . ® Rockwell Pacific Witer Works Supply Co., Inc. Interr"a","Ana! PIPE VALVES FITTINGS 4j 91g III Ave So MI Lo .1h Ave 9M S W MlEwah A0 im k E 19S0 9x1t11,Wash WIN Tacoma.Wash IaM?I Lake Oswego pe 91134 .1MIsvek Wash 96072 12mnll100 10061353 B 150316MO (2061a M4 W, '�n vex 1 EDD-SW 7394•Ala,ka TO Fee 1-e00-4X9M e or 1 O-Ring flange gasket 3 mtaleableironh-strenthduct follower 2 Corrosion-resistant ductile iron crow bolt 4 Heavy hex ductile ` iron nut dMMBL i H> t 5 � t ,II I 6 Corrosion-resistant $ Compact stiron ductile iron tee bolt � 7 Wedge-type gasket adapter b y facilitatez Lmstallatic m close space ROCKWELL FLANGED COUPLING FLANGED COUPLING ADAPTERS PROVIDE ADAPTERS Stress relieving flexibilit; The Flanged Coupling Adapter combines a flexible Ease of installation and alignment couplir g with a flange to create a compact, flexible Ease of equipment remo Ial and reinstallation fitting to connect plain end pipa to flanged fittings, Quick means of �ulting in vai:es meters, valves or equipment. In addition to its com- Cost saving eli.ninaticn of special fittings pactness, accomplish>d by eliminating the need for Dampening of pump vibration hoth a flanged spool and coupling, Flanged Coupling Space saving connection Adapter, provide versatility on the lob site. Special Neat, uncluttered lnstallati�n length flanged spools can now be made at the job TYPICAL APPLICATIONS site by utilizing st2ndard pipe and Rockwell's Flanged Coupling Adapters. There are cast and steel Treatment Plants Lift Stations versions available to meet your exact requirements. Valve Insertions Meter Settings Check the many benefits and applications that are Pump Installations Backflow Prev,nters listed. Tank Connections Equipment Connections 2 0 Rockwell International Corporation 1977 w 825 RVTI Phase I Water Plan 2 FLANGED COUPLING ADA 1 ER SELECTION GUIDE PRODUCT PRODUCT NUMBER FOR PIPE WORKMIQ AND TYPE SIZES PRESSURE TEMPERATURE SPECIAL CHARACTERISTICS • 912 CAST IRON FCA 3'thru 12" t75 PSI 212'F CC Construction Construction^ ----_--'— Economical Fits wafer 6 butterfly valves._._______— 9t 3 STEEL FCA 150'PSI up 212°F Facilitates anchor assembly 3'&Larger according to higher with Available in larger 6 non-standard sizes atae 6 design special gaskets Available with heavy flange or a special lengths. 914 STEEL 150'PSI up 212°F To reduce or increase to connect REDUCING FCA 2"A Larger according to higher with flAveaan�a to any pipe size. ai-e 6 design special gaskets ble with heavy Range or to special requirements. 916 RING-TYPE For machined and asbestos-convent pipe CAST IRON FCA 3"thru 16" t75 PSI 150°F Compact Economical NO MALLEABLE IRON To connect meter to plain-and steel, METER COUPLING 1 Yr'6 2' 175 PSI 1501F PVC or copper pipe. Compact Economical 932 INSULATING Insulates Cast Iron A Steel Pipe CAST IRON FCA 3"thru 175 PSI 212'F Compact Economical . 933 IN t501 PSI up Insulates Cast Iron a 81N1 Pipe STEEL FCA 3"6 Larger according to 212°F Compact sue 9 design Economical 'Higher pressure available on application ` MATERIAL SPECIFICATIONS FCA TYPE BODY FOLLOWER BOLTS A NUTS GASKETS Ductile Iron,Mallcable Iron 912 High grade Malleable o Ductile Iron or Low Alloy Steel ppIl grey iron Cross s Nuts Grade 30 Grade 60 'O-Ring Flange Gasket. Bolts 6 Nuts 9'� 9 Malleable or Ductile Iron Low Alloy stool provided for Grade 30 Coupling Gasket 4 913,914 Steel thru 12'size.Steel above follower 6ange aide only. Grade 60 Coupling Gasket optional. 12"nominal. Flange Gasket not turnishad. 916 High grade Ductile Iron,Malleable Han Grade 80"p-Ring""FlangeGasket. o Low Alb Steel Gasket 1 g Way Iron Tee Bolts&Nula pipe end not furnished, 926 Malleable Malleable Irc n High Strength,Low Alloy Grad: Coupling Gasket. Iron Steel Grad 60 Coupling Gasket optional. Grade 60"O-Ring'Flange Gasket. High grade Ductile Iron,Maileable Iron Grade 30 Coupling Gasket.Grade 60 H 932 Malleable or Ductile Iron or Low Alloy Steel Coupling Gasket optional.trade 60 gray iron Cross a Tee Insulating Boot.Grade 60"aRing" Bolts a Nuts Flange Gasket. . Malleable or Ductile Iron Grade 30 Coupling Gasket,Grade W 83;f Steel ihru 12 size.Steel above Low Alloy steel provided for Coupling Gasket optional.Grade 60 12 nominal. follower flange side only. Insulating Boot. Material speciticationa are subject to change. 3 +rr 1 „pC �5 M L'M9 d•� ht � 1 F1'�9. A } . 912 cast iron 3" thru 12" flanged coupling TEE BOLTS T a Bolt Dimenabna Ntaminel PIMM and We ht Each adapter To Rolla Flange Slxa LDa_ S h" x 3' 3.. 4.' v, 14"x 34a 6',_ 8" i4 DESCRIPTION 7a- x 312' 10 -12' Connect all types of plain end pipe to flatged equipment,meters CROSS BOLTS and fittings sizes 3"thru 12' nominal.Gam flexibility and com- ___ pactness.Each unit shipped complete with all bolts, nuts,and Bolt Dlmenaions Nominal Pr antl Weight Each gaskets-ready to install. Cross Bolt& Flange ize Lbs. h" X6h" x 4" 3"- 4 L _ 4"X 7%"x 4" 6-- 8" i r4 ta"x 7 V x 4" 10"-12" 134 MATERIAL SPECIFICATIONS: e - BODY:Gray Iron ASTM At 26 Class B or malleable iron ASTM ANcaoRsruos A47 Bolt circle,bolt size and spacing conform to ANSI 15D'S. - - BETWEEN BONS flangedrilling. ANCHORaOSS FOLLOWER:Malleable Iron ASTM A47 Grade 32510 or ductile iron ASTM A 536 GASKET:Grade 30-Standard-Specially compounded rubber Of all new materials with ingredients t0 produce superior storage A E j- characteristics,permanence and resistance to set after installation Recammended for water,salt solutions,mild acids and bases.Temperature range--4l t0•1501F Grade 60-0ptional--Compounded tc resist-oil.acids,alkalies, Anckor sines will lie ieat.B.e.t m. most(aliphatic)hydrocarbon fluids,water and many chemicals. aa. actory on euJoma,raeue.i orix. Temperatures up to'212-F O-RING:Grade 60 CROSS AND TEE BOLTS:Ductile iron ASTM A536.mal- leable non ASTM A47 or high strength low alloy Steel to AW WA Cl I I (ANSI-A21 11)standards FINISH:Blue shopcoal enamel Material 3"cieutions are sublect to chi iye. Nominal FITS PIPE O.D. -ApproxFinap optional Pie and IN THIS RANGE CODE CATALOG Weight Anchor DIMENSIONS INCHES Flange MIN.-MAX, NUMBER Eaeh SWIM size-Inert& Inches PSI A 0 E L ,_. 3 3.44- 3.63 912-035003-000 17 2 775 4»M 3 374- 3.86 4-038003.000 17 2 -1 f 3ixta 3 7h 4Lfa 3 3.88- 3. ---912-039603-000 17 2 _ 775 34L 3 7a'i 45L 3 3. - 4C6- --912-000003---0 17_ 2 175 3'ii _ y 3 74(i 4% 3 4.07- 4.1 -312-041303.000 17 2 175 -3'ate 3 74 4% 4 4.44- 4.50 912-045004.000 23 2 775 _ 54, 3 9'h _4rM 4 4,74. 4.�0 _ 9t2.Oa8004.000 - 23 2 175 5v.-- -'3 Al _ 494 _912-050004-IX10 23 2 175 5%. 3 `M q. 4 5.04- 5.16 912-051004.000 - 23 - 2-` 175 5,4 6� 6.56- 6.� - 91 2-065306-000... -. 33 2 130 74 34 tOLb $ 6 6. 1. 6.96 912-069006-000 - 33 2 170 71a 34 loth_ 5 6 - - 6.97- 7.06 _ 912-070106-000 --33 2 iT 7v. 4h 10?,f 5 6V- 7.04-?.t 912-071006-000 - 33 3 176 71a 34 1 h 6 7.14 7.26 912-072006-OOU 33 2 175 74 34 lor1i 5 .56- 8.� -- 912-086308-000 46 65 rM 34 13h 4 _ il 8.98- 9.1t - 912-090508-000 46 2 �40 by _ 3l4 13s1 Sti 8 .08- .20 912-091506-000 46 2 150 ?M 34 13h 54 8 9.24- 9. 912-093008-000 46 2 175 9tga 314 13% _54 8 34- 446 912-094208-000 - _ 46 2 175 __9�n 3N -1j74 54 16 16 10. 1 912-W7510-000 _ 67 ilas 4 t$?a Aa 11. -11.1 912-1110-000 - 67 4 11>e 4 15tq 5°h �- 11.26-t1 36 912-113232t0-000 67 4 t 75 75 -_ _11 ba_�4 15 ti?s 1 1 11. -ii.46 91P-114010- .. _� 87 4 175 tth__ 4 15'u 5% 10 11.<A-11, �1)12-11511 - -- 67 _ 4 _ 175 _-1-1+ 4 _ 18'e 5'i4 12 12. •12.8t 1" 5h 12 1 .14-13.26 g-1 97 _ 4 _13'e- 1 - _18+4 Sh _12 13.3t-t .43 919-1 1 7 4 /15- j3'. 4 f814 5h 12 13.44-13.56 _ 91'2-1 t'2-OgQ - 4 125 13, 4 18,4 Sh 12 19.55.13.67 -919-6 I- Ila. -`�74 445 /3ra 4 184'12 13.64-13.76 �12-197 -0gp 18>'. SSE 4 *Suitable anchorage must be provided when excessive pipe movement could occur. For sizes not listed see 913,914 Flanged Coupling Adapters. 913 steel flanged coupling adapter DESCRIPTION MATERIAL SPECIFICATIONS: Fabricated sleet flanged coupling adapters ate ideal for connect- BODY SLEEVE:Steel ASTM A53.ASTM A512 or carbon steel ing butterfly or H 3fer valves and installations involving harness having a minimum yield of 30.000 psi. assem^lies.Larger sizes,heavy flanges or special laying lengths are available. FLANGE:3"thru 5"sizes—ANSI 150lb.flat lace.6'and above— AW WA C207 Class D,ANSI 150 lb.drilling FOLLOWER:3'thru 12'saes--malleable iron ASTM A47 ANCHOR SrUDa Grade 32510 or ductile von ASTM A536 14'and above heat/ L samtEN eOLra roll6d steel AISI C1018 y a - ANCHOR : GASKET:Grade 30—Standard—Specially compounded rubber ° f_- aoss_J of all new materials with ingredients to produce superior storage characteristics,permanence and resistance to set after installation.Recommended for water.salt solutions,mild acids STANDARD and bases.Temperature range—40°F to-150"F. FLANGE L t Grade 60--Optional--Compounded to resist—oil,acids.alkalies, r most(aliphatic)hydrocarbon fluids,water and many chemicals. _ I ` Temperatures up to-212°F. L—_--- BOLTS&NUTS:High strength low alloy steel wan heavy seln-hnished hexagon nuts to A W W A C 1 I I(ANSI-A21.11) standards. FINISH:Blue shopcoat enamel. Material soeuhcano^s are aubiect to change Nominal Anchor Studs Installed l Inches IN THIS RANGE I Flange CODE CATALOG WeightApprox. us the Factpr ay by P*A a FITS PIPE O.D.I Norrinnal Weight C Attth er Order Only OIMENSION$71NCNE8 9 — Slhe ! MIN.-MAX. Size Shipping Reclulted Shi for INCHES Inches ,Each—LUs. Press.Shown 0 PSI A ! E L 3 3.44- 3.5 -913-035003W-00]�17 2 275 203 7" fih 4 3.�_4. 4 913-04000400.003 2< 2 _275 .20;i 7"h _ 9 9 c _4.44- _4.56 4 -0450g400-003 24 2 275 _�.203 71t 4 4.70---4.88 1 4 913-_04800400-003 24 __ 2 275 V, T' 9% 9 5 S�J4 - 5,62 5 1 SSIX)SOD 009 27 2 250 lv 10" 101. 72 6 5.94- 6. 6 - - 2 210 W t0"' fiK 12 6 �6. 6 1 30600- 2 175 !4 ll 11% 12 6 - ­i5:U0006W-003 7 [E4 160 V. 10'Sk 11% 12 24 W 10'1h 13% 12 —_ 6 -08630a00- 4 206 la 10, 14 12 8 _090508_M_�--U� 52 167 VA 10" iB Y2 t0 9. -f0. 10 1000f 60 153 V. 10' 141rr 12 10 10. -10. 1 1 -! S! 6 Ib6 VA 10';k t5K 12 1 11. -11. 1 3-i11 1 - -003 '7 186 W 10"h 16 12 12 11- 4$--1 11 / -12001200-003, 4 1 tv /0'+h 16ia 12 , 12 i2. -1 i 1 -12751200-003 8 _ 188 W 10'+h fIk 1 12 1'S. -1 1 -13201200-003-' 6 W 10'Sy 18% t^'. 14 �3. •11. 14 14001400.003 1 W 10'Ns _ to% 12 . 14 1 . -15, 1 $3.3-15301400-007f� _ W 10'Nr 20% 12'. 14 15.53-1571 14'913-1 5 651 400-003t�i9t HARNESS % 10% 20W 12'-v 1 15.t78.16.0�- 1 + 913-1e00 1 600-003'128 ASSEMBLIES % 11 203t t2K Tp t9i 3-17401600-003 �f'E3- RECOMMENDED ARE w 22% 121E 1 17�9-ti3-17801600-043 121-- FOR PIPE SIZES tr t1 22M' 12a. i900180C-003.`....1'38__ OVER t2' _V• 1'h 22% 12% 1�19501800-003"�53t_ NOMINAL W 11'h 24is 1241 18 1 - .01 1$�3i3=19911800-GQ7 12 SUBMIT SY 1196 24A 12% PRESSURE 20 19.88-20. 20 - 1�20002000-ATJ� 1 DATA WHEN A 11% 26% 12% 21.48-21. -31 60 2000-00 3f^ 155 REQUESTING 'A tilk I 26N -12rM1 20 21,94-22.15 20 913-22062000-003 154 PRICE W 11K 27 12% 24 _z4, -Il7002400-00 INFORMATION 14 11 W 29R 121a 24 2- 5.�-23-'0$ �13=25802400-003 — 11W 1214 24 - .4 i_3=33334�G6-i30 i ��11 V4 31 vy 121a31 N 12ia Bolts,nuts,and gasket for Range end not supplied. 5 Suitable anchorage must be provided when excessive pipe movement could occur. LARGER SIZES AVAILABLE TO FIT YOUR LARGE DIAMETER PIPE NEEDS. 914 steel reducing MATERIAL SPECIFICATIONS: flanged coupling BODY SLEEVE:Sleet ASTM A53.ASTM A512 or carbon steel . having a minimum yield of 30.000 psi. adapter FLANGE:3"thru 5"sizes-ANSI 150 to flat face 6"and above- AW WA C207 Class D,ANSI 1501b.drilling FOLLOWER:3"Ihru 12"sizes-maueable iron ASTM A47 Grade 35510 or ductile iron ASTM A536 14"and above heavy rolled steel AISI C1018. DESCRIPTION GASKET:Grade 30-Standard-Specially compounded rubber of all new materials with ingredients to produce superior storage Fabricated steel flanged coupling adapters enable flanges of all characteristics,permanence and resisthnce to set after sixes to be quickly zid easily connected to all sizes,larger and installation Recommended for water.salt solutions,mild acids smaller,and all types of pipe.Adapters for larger flange or pipe and bases.Temperature range-d0°F to.150°F. sizes than listed are available. Grade 60-Optional-Compounded to resist-Od,acids,alkalies. most(aliphatic)hydrocarbon fluids.water and many chemicals. Temperatures up to`212°F. th BseTS NUTS: � 1 )mishex oonnuts to strength C1111ANSI-A211 standards. FINISH:Blue shopcoet enamel. Material epenhcnlione a0 aualecl 11 Change. COUPLING END V - _— FLANGED COUPLING END __ APPROXIMATE NOMINAL CODE APPROXIMATE FITS PIPE O.D. CODE IN THIS NRANGE NAjMBERO SHIPPING WEIGHCOUPLING END ONLY FLANGE SIZE NUMB NUMBER SFLANGE ENO ONLY MIN MAX. COUPLING END POUNDS INCHES FLANGE END POUNDS : INCHES - -- 11 K 3.44- 3,56 914-035U- 15v. 3 03 ._ 4 _ 3.90- 4. 6 914-0996- .6V4 04 1611 - 5 - - 05 21 4.44- 4.5 14 6 911-0450- 16 17t4 22N 4.74. 4.86 914-Oe80- j7W 6 � 8 DO 26 _ 4.94. 5.06 914-0500. t0- 10 26h 5.04- 5.16 914-OS/0- 22K 3915 5.49- 5.62 914-0556- 2214 _ _12 - 12- 2gya 10 14 52Yi 5.94- 6.06 914-0600- 16 16 62% 6.57- 6.9 29/4-0999-__ 8N -' 28w 7 i6 16 _ _65 6.84- . 914-0690 - 7.04- .17 17 914-0i10- ya p 20 78— 22 22 84 7.94- 8,06 914-0600- -_ -- 24 14_ 100 8.57. 8.70 914-0660- 36% — a.99 9.10 9/4-0106- 38 HOW TO ORDER 9.24- 9.36 9114-0990- 39 914-1000- Select me coupling end you require by locating the 9.94-10.08 _ 43 O D range that tits your pipe.Order this by the corre- 10.69-10.81 914-1076- _ 45H spending code catalog number.Next select the flange I1 D4-tt.16 _914-1110- _._. 48% size you require and extend the coupling and code _ W- 50 number by the code number of the flanged end. I1.34-11, 91M1/ - 914-IIW 52 Example.A flanged coupling adapte,is reg 11.94-12.06 cared to 12.89-12.84 914-1276- 5514 _— nonnect a 12"standard steel pipe(12,75.O.D.)to an 8` flanged kiting Catalog ordering number Is 914-127506 13.08-13.29 914-1290- -. 56H -- Total weight by added weight of the coupling end and 13.38-13,59 914'1340- fit% the flanged end 13. -14.09 Y14-140D- W;; Anchor studs of harness assemblies are available. i 15.18-15.39 14-1590-- 76 Submit pressure data when requesting prices. 15.53-,5.71 914-1665- 791Y 15,88-1609 914-1900- 82 Tw'•---+�+- a +�� 17.28-17.4 914-1140- 901m— � I�- 17.6H-11. 92% 4 i7.88-16.09 914-1600- 924x _F_ -t 9.36-t9.59 914-1960- 104ya 19.80-20.01 _ 914-1992- 1071k 19. -20.09 914-2000 107% _- 21 U-21 69 9t4-2160- 119 _ FLANGED END"It" COUPLED END"Y" IN 21,88.22.09 9/4-2Y00- 121 21.94-22.15_ 914-22W 121 23.66-24,09 91 1-2400- 143 . 25.68-25.68 _ 91M2660- 155 _ 26.20-26.41 914-46W 159 29.86-30,09 9/1-5000 190 _ 31.88.32.09 914-3200- 207 _ ---- - ----- . g Bolts, nuts and gasket for flange end not supplied. Suitable anchorage must be provided when excessive pipe movement could occur. LARGER SIZES AVAILABLE TO FIT YOUR LARGE DIAMETER PIPE NEEDS. r . 'Ar 00"lli 916 ring type, cast iron flanged coupling adapter DESCRIPTION A simple.compact,BCorrom,cll will of connecting asbestos- cement machined and to flanged fittings of all kinds.Packaged complete with ductile iron tee bolts and a Grade W 0-ring gasket at no extra cost, MATERIAL SPECIFICATIONS: BODY:Gray Iron ASTM A126 Class B.Bolt circle.boll size and spacing conform to ANSI 150 lb.flange drilling. O-RING:Grade 60-Compounded to res,st-oil,acids,alkalies. most(aliphatic)hydrocarbon fluids,water and many chemicals Temper atures up to 212'F. , TEE BOLTS AND NUTS:Oucbie iron ASTM A536.malleable "-1 - iron ASTM A47 or high strength low alloy Steel to A W W A C!I I --- (ANSI-A21 11)standards. FINISH:Blue shopcoat enamel. COMMON APPLICATIONS TYPE 916 FCA Converting flanged valves to ring type, Shipped complete will,tee bolts and 0-ring flange gasket. Adapting all flanged tees,elbows,crosses to partial ring type fittings, Flexible end gasket groove accepts pipe manufactures gasket. Connecting flanged hydrants to asbestos-cement pipe. Suitable anchorage must be provided when excessive pipe Connecting A-C pipe to larks,lift stations,equipment. movement could occur FOR ASBESTOS-CEMENT PIPE—CLASS 150-200 ---- Nominal Pipe +epIXoximate OMtENSION3'INCHES Pipe and Machined CODE CATALOG -- Flange End NUMBER Weight TEE BOLTS Size Inches O.O,-thch" Each-Lba. Overall - Length e ,xw, 011MMtar 3 3.l� __91 6-0364 01-000 _ 14 I _-3W ow 4� K 4 _ -4. 1 -__ 916-046101-000 --- 2p -3i! E K $K 6 - - 8.01 916-069101-000 27 _ 9K _6_ _ i� p B 8.11- --916-091101-Oo0 �- - _-- _. 35 3N 6 _ K 3N in _._ 11.66 _ _ 916-11660t-000 51 iy 1Y lU 3A _ I 19.92 9/6-139201-000 4 12 _ tr 9yy 4 1622 916-162201-000 1i3 B 12 1' 4M 1n 1 tit.it, 916-1648 1,70 01-0 t 8 18 �1' 4K Gasket for pip,end not furnished. —"- `'r 926 malleable iron meter coupling I MATERIAL SPECIFICATIONS: a FLANGED BODY AND FOLLOWER:%alterable iron ASTM ( A47, Grade 32510 or ductile iron ASTM A536,Grade 100-70-3. GASKET:Grade 30, DESCRIPTION O-RING:Grade 60, Simple,quick installation o1 I W and 2"Banged meters.Meter BOLTS&NUYS:High Strength.Low Alloy Steel coupling eliminates pipe threading and need of precise cutting FINISH:Blue shopcoat Enamel or alignment of pipe, 1 Mabhtl r"ciNcaliona an r„61aa to eMnae. SIZE INCZkE3 INCITES CATALOG EACN l�.7� y FLANGE TNESS- LOWO 4J METER& SERVICE PIPE SIZE SMOPOO DIMENSIONS/IMCHES __i_. OUTLET NOMINAL PIPE �� ' oNT L&10TN O.D. BODY BOLTS INCHES NIN�R LBR QUANTITY.DIAMETERI LENOTN 1 . 11S l,P 1 90D �1 5 315.-.�.. 3+. rh _ .._—ii` __ 2 IIJi , I K,5-. 2 2CA. �5000'tES SSS 8_ 3N-_` `4141 � .-_. 2 .L... x5 Suitable anchorage must be provided when excessive pipe rnovemont could occur. T it r 1 '� ➢( W ; 'Yw,J kit da 4r n I ^,.- < x n .aWN' 932 insulating, cast iron flanged coupling adapter DESCRIPTION insulates steel and cast iron pipe from Hanged fittings 3'through _ 12"sizes. Combines a special Grade 60, Boot Style Insulating fle Ga w ng — -^� Gasket with o Cast F.C.A. \ HOW TO ORDER Detail the Type and O.D. of the pipe for which the Insulating, Cast F.C.A. is to bit.Nomnal pipe sae and Range size will be the same.Example-A 932 Insulating,Cast F.C.A. is required to con- IIIt nect a 12'standard steel pipe(12.75-O.D.)to a 12" ANSI 150 to t flanged fitting. - -r Special Grade 60 boot insulates the pipe MAJVA from the flanged coupling adapter. 933 insulating, steel flanged coupling adapter 1 WARRANTY Rockwell wgnanl� its prnhKts only agamal dataCIS In materials and workma"Sino Rockwell a hatxluy and DESCRIPTION I astamer's exclup. "toady under this warrenly or any vMrremy ege ds fw a p,'hd o1 and(1I year Iran the Beta or Insulates steel and cast iron pipe from flanged fittings 3-and Rpckw,drs smpnem and�s a.uressly emgajdi aymemnl Ma larger Combines a special Grade 60, Boot St ie Insulating Gasket p,uchase pass rewir, w replacamunl, at Rockwell s option. 9 . 1 9 Iuurlg ac'd ponixl.upon Priori sahatw:lory:o Rocxvryrll antl upon with Our 9135teel F.C.A,A ruxlamer's retummg a" prepaying all charges on such prWUC15 IO Ift1w,Warehouse Aa&gnaled by ROCkwelt THIS HOW TO ORDER WARRANTY IS MADE EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES EXPRESS, IMPLIED. OR STATUTORY WITH Oetail the Type and O.D.of the pipe for which the Insulaling, REscECr TO QUALITY MERCHANTIBILITY OR FITNESS FOR A Steel F C.A. is to tit.Nominal pipe size and flange size will be the PARTICULAR PURPOSE same.Example-A 933 Instating.Steel F,C.A.is required to connect a 24'ductile iron pipe(25,80'O.D.)to a 24'ANSI 150 lb, flanged fitting. International $@I@S OffiCeS LATIN AMERICA. OCEANIA Rockwell International Municipal & Utility Cavis on, 400 North Lexington Avenue Municipal & UmdY Division 9 Roekwed International PittsburilL, PA 15208 400 North Lexington Avenue Pittsburgh, PA 15208 Phone (4121 247 -1513 U.S. AREA Cable ROCKWLINT PGH USE OUR TOLL-FREE CLAMP & COUPLING PRODUCTS Telex 866241 CUSTOMER SATISFACTION TELEPHONE SERVICE EUROPE. MIDDLE EAST, FAR EAST, and AFRICA Immediate Pricing Information Emergency Quick Shipments Municipal & utility Olwslon Bids and Quotation Delivery Information Rockwall International S A IU K) 800-643-9708 Product Availability Information Slo Bath Road Slough, SL1688. Berkshire Instant Stock Ordering Product Service Information England 9 Phone 101 62,86 63711 Or Comparable Parts Utilization 800-643-9701 Cable ROCKFLOW SLOUGH 800.643-9705 Telex 8478691 ROCKSA G distributors throughout the wood CANADIAN SALES OFFICES Rockwell International of Canada Ltd �� •t MAIN OFFICE CALGARY MONTREAL 41 Massey Road 101 7710 5th St S E 970 Montee de Llessa. Suite 211 Guelph. Ontario N I H 60 Calgary, Alberta T2H 21_9 St Laurent. Ouobec H47 1W7 Rockwell International (519)821-4880 Phone 1403)255 2670 Phone 15141337 9110 SP 51A 5/45 on m .:xav C,h`Iti.y evn tlrtxA+%55 PhnNd in U.S.A. TO CONNECT BRANCH MAINS, UNDER PRESSURE FASTER, SIMPLER, EASIER . . . �i ti r� ,1 Pacific Water Works Supply Co., Inc. ,, PIPE 'VALVES FITTINGS 1 y � 1000 UI..1 9e Uf 1 L A. 1120 5 w wt.." 1111'V t 115, iW1Y Nllli N111 7s w,N Nlll 1.,O.�ge�P. 17011 Nu '. WM N011 I:N1111000 11*Nl Hn if011{ID fln i.NI N3211. 10 iq,l W U11111 • IVY..10 hN l NO.Po Nno MECHANICAL JOINT TAPPING SLEEVES AND VALVES FOR CAST-IRON PIPE ; VALVE DIVISION, CLOW CORPORATION O9t1 cz zzOWA. 54?Sll . . CLOW MECHANICAL JOINT TAPPING VALVES AND SLEEVES . .. FASTEST. . SIW E CONNECT BRAN;'-' €r :: _' NOteo i "gods Why. . . 0NE•'SLEEVE ONE BASKET ,F"Ifb ; STRENGTH TO '41THSTANi' : r, ALL CLASSES OF 4 r$4RU 12" OF TAPPING OPEPVt('N CAST IRON PIPE Extra length, heavy-duty ribbed construction en- One sleeve with one gasket fits all classes of cast ables Clow Mechanical Joint Tapping aleeves to iron pipe No matter whether the prpq in your sys- wrthstand the strains and vibrations of the tapping t' item is AW'WA sand cast or centrifugally cast tb machine operation They are strong, tough, built to Federal or ANSI specifications, the Clow F-520 do the lob,—nght, tapping steeve.wdL6t. No d¢pf)Iel%.QCk of sleeve . No double stock of gaskets EASY ASSEMBLY ti% 71•i ' ., a Gate -L" ey I Assembly of the sleeve on the main, even in a wet trench,or under water, is fast,simple and easy No lead. No melting No calking Only a ratchet wrench is needed Just bolt the sleeve halves around the main. Assembly is a matter of minutes Notched side flanges prevent turning of the bolts as the nuts are taken up UIZIEG ARMORED GASKET ASSUaFS H TANOAR ` tC ANICAL JOINT A TIGHT PERMANENT SEA; The unique armored end gaskets for the sleeve The Clow F-5093 mechanical joint tapping valve have a strong, helical spring molded into the gas- has the standardized mechanical joint to speed ket rubber. This construction prevents any extru- connection of the branch main Once the tap is sion between the pipe and sleeve, and assures made, you have no special problems with special you a tight, permanent seal on all classes of cast joints. You have a standardized mechanical joint, iron pipe regular gaskets, and gland No confusion No wasted time B NO SERVICE IN7ERRUPTIONS WHEN YOU TAF Ni1ER 6nEcC "RF Here's the most practical and economical way to con - nQct branch mains under pressure. So simple even unskilled labor can do it right-every time. So sure you never need interrupt water service or shut off zone control valves No bother to users. Just assemble sleeve around the mail). and bolt t7,e valve to the sleeve. Connect the tapping machine to the valve. open the valve, and make the tap. Once F-5205 the tap is made. withdraw the cutters, close the valve. TAPPING 21 AMS remove the machine. and connect up the piping for the branch main. The entire operation Is accomplished Mecnanical joint tapping sleeves in all without any interruption of service. The connection saes. 4x2 through 1202 inches. fit all you make is as safe. sound, and serviceable as any classes of cast iron pipe Sizes 14x4 through you could make 160 2 are cast in high strength ductile cast iron and ate cast to either AB or CD diameter The front halves of the lapping sleeve can be joined to make a tapping cross Similarly, the rear halves can be joined to make a me- chanical joint repair sleeve. These combina- tions make your stock flexible for emer- gencies. and reduce your overall stock re- quirerr its M_� --oo Site N1 U 00 42 3%. 6% 17 4.3 4116 a 17 4.4 VA. 6 17 60 3'M 1 10i 6.3 4%. 6 16% 681 5%. 8 14% 6d 7%. lag 3%. 1.3 414. 10 16% BN 5%. 10 16% Bab 716, 10 22% Bill 9:4. 10 22% F-5093 10._t 3'%. 10 17% Mechanical Joint 10a 3 4M 10 17% Tapping Valve 10, 4 5%. 10 17% tax 6 7%. 10.4 26% Iu 9 06 tow 2/% 10110 111i. 10% 264 i2 2 ,i%. it% 17% TAPPING VALVES th 3 4%. 12% 17% 1h 4 1%. 12% 17% 1216 7%. 129 23% The Clow F-5093 Mechanical Joint tapping valves equal or ex- th 1 1%. 12% 23% teed the specifications of the American Water Works Associa- 12111 11%. 129 294 tion,and conform to Federal Specifications WVV-V-5bb for Type 12.12 13%. 11% 2114 11, Class A Valves They are similar to other Clow AWWA valves 14. 4 5%. 13% 28% except the seat rings are of larger diamater to permit entry of the 1416 7%. 13% 2614 tapping machine cutters. One end of the valve has a combina- 1.4% 1 Ik. 13% 269 tion standardized mechanical joint and flange to receive the 1410 11%. 13% M% lapping machine. 1411 I3%. f3% 1 25% Valves are available in sizes 2 through 24 inches and are regu- log 4 5%. 14% 1$% larly furnished with O-Ring Packing 1M/ 7t6. 1021% Valves can also be furnished with Push-On ends for 4" and 5' t6 9 1% 1416 M% PVC pipe, and Push-On ends for 4". 6" and 8" cast uon i e IMA 1116. 14% 26% D P 1412 13%. 14% 29% Ta.Fa W nqa Ia4r1 y r i%4airra�eiM tNedrcaw 5Ya0. pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS Ybl tarmr Iva 6120 9 w,Itfwa�PE A17!Y E 17+M 5nn W iamma wa. 9W La'Os+eFa.ae 5'We wboa�mh wash 9M9R am 30 E �yZC EZp9123 aaA 4OM4 _ ;AP II)O�M ]Aa•alasYa To#Free 1 MODQ69ME0 wa TOM free t�a6552- -- - ' yb rr9 L v4 �roo q8a S s< aew a� n EM• , R $ r P.Sk '. �Eo Al� i �SeaGo"<,g$E$� irgP � PL9P � "IIr > G0 �5�53 aPOPO m SOO 2K ~ ?O �E ^ p R > M v o R _ ,n ^e s Q, 3B�r—y?o •,rq "^. S D 1 ■ ' R B; P �, i S Q � q -e..�i Pi e d g �7 O 0 $ Fib C o^ c 3AI98 5" LO EE MBo9 alaft � � �>nypR' <sRS ��6.Y��r!� I{ < f „ n r o�5' c iTr jl.O s Z ic ! e � � r � S i so 2 J w 60 Pn5 ��w y�� sW I M w N F2.S3 Eisen .Z.. o gig gig taBR _ y t m RICH st Iron . BOXESVALVE t e ~~ - •-----�- ^'1?r!S NOTED ^r.r 1 f — ay — f Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS A! MIS,Ave 5e t951 lineoM Aae 6100 S W a1ef an WI 13V N F 11" slam Slash 90131 larome WnA 99421 lase Os.po be 91971 Wo Sh1n Ste Saw 2M t3091 V30 00 (ml 3Uad15 I9A M91M M 4s2724 WA TOR Free 18*552 7394•Alaska Toll Free 1800.Ag0.90S0 I VanRich Casting Corp. 9 Portland. Oregon 97217 4 (503) 283 4102 RICH* VALVE BOXES UVEp• �� GROUND SURF 4CE RICH' tilt non calve boxes have been produced it the Portland foundry of danRmh Casting Corp since the late 1930is and ale still an Important part at the found,,S production.Molding and casting methods have advanced learn those Jays of Iabormus hint molding Today.high Production automated molding equipment as .2 TOP wed as especially designed cBntnfugol casting machines are utilized in delivering T the NIdO range of high quality RICH valve box components. Precise melalurglcal h SECTION control Is Constantly maintained during production with the use of out 231on car trials electrical induction furnace VanRich produces m excess Of 13M tons of valve boxes per year for installation in the West. Spaclf(cations: VALVE BOX Motel:Materials conform To the following Specdicabuns.ASTM A48,76.WWP 401, EXTENDED and CS-1Bh The Typical chemical analysis is carbon 3 a — 3.6°,.Sincone 16 — Hi�Hy LENGTH 21'e, manganese A — 6aa,sulfur IWa max,and phosphorus 256, max Tensile I uP Icy Trill strengths average 30000 P S I However.alloys can be added when special strengths are Specified Coaflrq;Un'ess specified.all castings are coated with a standard outside coaling TRENCH DEPTH toe general use.a G P D asphalt vamish or sairnia,bituminous material that rs a rust proteuive coating Coatings are applied with a minimum rely thickness and are con BASE Imuous.Smoot.and without a tendency to scale or become briTlle. How to Order RICH valve boxes may De ordered as a unit or as individual components To order a complete valve box unit specify. 1 Top Section number,name and length(A,B.or C as applicablel. a Base as regular or deep well and length BOTTOM OF BOX 3 Cover mantling I Water" is standard) TO Please later 10 page A for specific instructions to delermVle length for top section BOTTOM OF TRENCH and base 'a order intlnrduai components or accessory equipment specify number and name of item and specific information for special aoplipabons or designs. RICH valve boxes and accessories may be ordered Tram your Supplier Orders are shipped from aW large Inventory at popular Items and Ou,local distrihotors Your ocal supplier writ a'range terms and Umely delivery Prices are suoli ct To change without prior notice 'RICH Today is a trademark of VanAtCh Casting Corp The surviving patent corpora 1,• ,.n of the merge,between R,h Manufacturing Cc and Vnncouve,Foundry RICH VALVE BOX TOP SECTIONS 910 HEAVY DUTY „ SLIP TYPE WITH TOP It Aill 4V Dyers"length to' If RECESSED HANDLE COVER 13 LOS PKxaBe,n gVanh4p or all al a INSIDE DIAMETER T91ai elight el ape 920 STANDARD A B C SUP TYPE WI try HOTTOM FLANGE over, Kgles or.Is..To- PICKHOtf COVER 9.5tas WILL ACCEPT NO scot LOCKING COVER Pn i ryrl ' • d M> 5)e INSIDE DIAMETFR 921 STANDARD Ba CA, Sk IF TVPE WITH I,AP ELANGE FICX HOLE COVER 95 LBS QFefell MnyIM fa'. fa' CENTRIFUGALLY CAST WH NOT ACCEPT LOCKING COVERS Pria.a+l-.y.,..•, ,., •r.t! 518 INSIDEDiAMFTER 2 VanRich Casting Corp P O. BOX 17216 a 866 N Columbia Blvd a Pnrtland. Oregon 97217 a (503) 283 4102 eEn1W in Ins u 5 A RICH VALVE BOX TOP SECTIONS 925 COLLASA A B c SttP11PI W11MNDTIOV Il IN�1I )vea a n+ . ++ •.N UM TYPE ER CKII, WILL ACCEPT ACCEPT NO EP.I LOCKInG COVER 57E INSIDE DI AME T'A 926 COLU&MA a 8' CA SLIP TYPE WITH TOP H ANgI IOEI'IYPE COVER 95 pyrall Im9Pa B' IO 1B' CENTR6UGALLY CAST A CNIY WILL ACCEPT WSI LOCKING COVER 5)E INSIDE DIAMETER 930 SPOKAAE a SUP TYPE WITH BOTTOM FL AN(It y Orsw ISAi+M PICK NOTE TYPE COVE A 15 S LBS 65 16 INSIDE DIAMETER I 931 MEDFORD SLIP TYPE WIT',OLT FLANGI AM ED QYtNI lArpin t5' , PECfaQpmOVI•Yhlya Or lG -IC K HOLE TYPECOVfRllLSS I 6516 INSIDE'DIAMETER 940 SEA TTLE a e SLIP f Y-[WITH LOAFN FLANGE OvPMI NnEtln E-.IE' W'r P I ' 0"IYPE L DVERID)SBS 5)11"INSIDE OmME'ER I a # PARROOR 950 CASCADE — _"r TWO NECE SCREW TYPE SOLD AS ONt UNIT t INTERMEDIATE FLANGE ANO ROt10M HUS 'PICK HOLE'COVE A 9 LBS _ WILL ACCEPT S,)D I LUCKING CJ ICA PPcbpM A 0.0w,14a 0 w SMAL I E 51 INSIDE DIAMETER I31" 3 VARVanRICh Casting Corp P 0 Box 17216 P 866 N Columbia Blvd 9 Portland. Oregon 97217 R 1503) 283-4102 RICH VALVE BOX BASES SLIP TYPE CENTRIFUGALLY CAST BASES ARE ORDERED AS REGULAR OR DEEP WELL SPECIFY STANDARD LENGTHS NAMING THE TOP SECTIONS TO Be USED S14OULD SPECIAL LENGTHS BE REQUIRED BASES MAY BE FIELD CUT WITH AN ABRASIVE ,,SAW ��E SNAP CUTTER, OR CHISEL MINIMUM USABLE LENGTH IS 12' EIESI^WLMR •. l s"� Bondls Pnkmgod Bar weight Weight In Ile- Length In Pounds In Pounds OISMNIN4 BAST LEN GTH R 12 12 21 1050 50 R 18 IB" 25 1250 50 R-24— - 24"-'— - 30 - 720 24 R 30 30" 37.5 900 24 II R-36 36" 44 1056 24 - _.- DEEP WELL I s l'r•� Bundle ►eew4ged i a I VAn1h1 We,ghl in It Length In Pounds In Pounds OvanNfCv LVNG Tr. D•18 18" 29.5 1475 50 _ t 6•24 24"� 34.5 828 1 24 UEE" D-30 _ 30" 41 984 --24 _ ,+n LL 636 36'• 47S - 1140� 24 G42 42" 52 _i248 24 n TO DETERMINE VALVE BOX LENGTH UTILIZING TRENCH DEPTH AND ADJUSTABILITY REQUIRED Using lour prt-0elermned 9Ale U outlerlry v4.,1. .,,, , _ GATE VALVE SIZES iVAILABLE LENGTHS It— " BUTTERFLY VALVE SIZES 4 6 B 10 ,2 Aa.... '..t Sn•,.,,, �... . 9e,.. ,2 MINIMUM AND MAXIMUM TRENCH DEPTHS :•r.- :•�• :• :• •oE%%1 DEPTHS ]]35 3149 4144 4l W 5,S4 _ ..)8 't3 b W42 4346 U 5C 5]56 51130 3' 434Y 49.52 515E 5962 6366 :Js,.;a FhxlA •a -ra ❑14 41.44 .. :a 4' 4?% u5r, 3442 43 W A,5f'. 4i 56 51 60 � a' 35 44 is A4 394n 4]52 VIC5362 5162 576b ,'.n, ,r a' 4,5E 4,4; 45 S4 49 Ca55" so" 59 be 5312 g' 14 a,S: 4756 4l% S,EC 5S 64 54611 b5 14 416E 6, 10 0514 1,SO jy.9jhl 3% 596tl ]9 42 q S5 a 60 510 5145U 4154 U fit 164 4962 9366 .912 6}M tg' t0 a .. 4a 1160 4T 6A S]h1 5565 5972 n316 69412 13- r5 44 5J 6fi 5]66 61A 65]g /1 n4 15 BB •.., a.. rvr .4 rt 5912 x •2 IT j' To 2 Re1.1' 'r2y WARvanpichCosting C7Tp P O. BOX 17216 A 1166 N f. II,nlbla Biv(I A Pr), , "t e i, 0 20 4102 RICH VALVE BOX COVERS iiw via Rich offers standard markings at no extra charge „rater• monument. sower) Please contact your distributor for Charges required for special markings. Space and letter sizes should be considered of designating those not listed. This table identifies the part number for use in ordering some special markings. SERIES NUMBER FOR COVERS Extra Description ' 910 920 921 925 1 926 930 931 940 Char ge WATER 0048 0020 T 0081 0025 0082 0035 0099 0040 No _. ---- _. _. .` _ _. MONUMENT _ 0091_ rb92 0455 0093_ 0456 0094 0095 0105 No SEWER _ ,0126 _ 0127 � 0457 _ 0129 045E 0148 0149 0150 qAS _ 010fi, 0107 0459 _ Ot08 _ 0466� 1t09 0119 0124 Ye, FIRE �— 0169 11170 0467 0171 0468 0172 0173 0174 Yee 0175 0176 _ 0470 0177 0471 017E Qt 79 U'd1 Vr, OIL __0411 0412 ,— 0472 0113 047 0414 - y_.0415 0416 - v WASTE 0417 f3418 i 0474 - 0419 0475 OCT— 0421 0422 Yes LEFT. __0423 r3424 0476 0425 0477� 0426_ 0427 0428 Yes RIGHT__ 0429 0430 0478 0431 0479 0432 0433 0434 Yes FI RF WATER D435 _ 0436 0480 __0437 0481 043E 0439 0440 Yes HYDRANT 0441 0442 0482 t3443 O4B3 7.t�3 U445 0446 1 Yes ADVANTAGES OF RICH TOP FLANGE VALVE BOX The Rich"top flange" valve box system is accepted by more and more municipalities,utilities and contractors for its 1 many economical features. This single top flange system provides savings in both labor and materials. PROPOSED NEW SURFACES ` Special cover f921 or and ove d ve 6. B d C only. Block to Grade a,o ll to grade enh 109` '� • LOWERING RAISING To�awu•<+•.e may r Doubb wcx memos of — _ Mtl DUSn dLa�•�prase r1�ara vmma and tar` Initially the top flange valve box purchase Gr -e saves you money at lower cost per and when compared to the iradibpnal bottom flange style There are also savings the ease or installation and,n adlur0mg the box iD grade in addition the fop flange valve box will provide a savings years aite' rstaoation Resurfacing the street containing the top flange valve box re .laves a simple raising operation only. not —a at "vus e•Cavahon to free a kx,xed in nonom flange -h,s not only saves labor but maintains the integrity of the area ac'a:-^I to the installation The higher density rhetai.resuftng fron,qe"' ',4a,Casting techrnndP,S exo/e0 nor e,ai net •.per'hCah Ons and 1:,live years Of trouble free service There's^O dodA:via- 1nlS centrifugal y':ast tul;fiange ra'.t-br x ty,r;-:i'.mare gdvanlar;f-c•hx- any Olner box available 5 VOnRich Costing Corp ,V PO. Box 17216 a 865 N Colombia Bivn a Portland. Or-gcn 97217 a 1%31 2- t 4 RICH VALVE BOX ACCESSORIES 920.1 LOCKING COVERS 925.1 PICK HOLE AND LUG AVAILABLE C� LOCKED WITH 518"PENTAGON BRASS SCREW CAN BE USED IN. L.K n,LE 9d 920 A,B.0 925 4.8.0 926 A AND 950 WEIGHT 9 LBS. LOCKING ARM TOGGLE GO OEA IOLKING COVER PENTAGON SCREW PREVENT UNAUTHORIZED REMOVAL --_ - uiG 9:5 � RICH MONUMENT CASES FOR SURVEY BENCH MARKS STANDARD CASES WITH 8" DEPTH SHOWN. LOCKING COVERS MAY BE USED WITH CASES r# TOTAL WEIGH`. 25.518S. �- 9Z0 A 925 A 926 A 062 LARGE VALVE BOX BASES E,n FOR VALVES OVER 12" IN DIAMETER AND L- ---------- SPECIAL APPLICATIONS P. USED WITH REGULAR TOP SECTIONS, BASES OR SCREW TYPE 9SO A WEIGHT 22 LBS. 960 CAST IRON GATE CAPS r A HEAVV MTV STREET Steel TYPE USED WITH STEEL PIPE PLACED Pipe I r B tImn OVERSTUFFING BOK 1 516 A - C WT.of THE VALVE 6" 8" 55/8- 51'2• 17Lb s.9 _-1I �C 110-- 79/16• 6• 1 28Lbs 6 VonRICh Casting Corp P.O. Box 17216 • 866 N Columbia Blvd • Portland. Oregon 97217 • 15031 2834102 RICH VALVE BOX ACCESSORIES 066 PENTAGON HAND WRENCH r I ; CAST IRON ONLY t FOR USE WITH PENTAGON BRASS SCREW IN VALVE BOX LOCKING COVER WEIGHT 34 LOS 069 GATE VALVE WRENCH _ SOC KETACCEPTS2"SQUARE OPERATING NUTS r M LENGTH ISSIANDARD SPECIFY SPECIAL LENGTHS 48" EMif NSIONSARF ALW AVAILMILE WEIGHT 5 17 LOS. SPECIAL DESIGN BOXES Special designs produced lot specific applications. Drawing speuhcations or sample product to +� Gutted for Quotas. V* 024 pu o]e on des VALVE BOX RISERS Fits Inside Top Sedan Sane d,ygnS u up+el W rs w boxes cflI elevann reruriacmy. 00]a ASde I'-41171 2'—Ne2 r,.-for lo'.'ale 2 for I'.'dle yaA C,x of Pmrlond 920 al for 4.9:AdiVflRble 920 9+( r, m Rir..ne net P^n.nv ruprwM rnr 921.M 936 Oawv u1 ne aeary to wll tiv a+np op IR Me Fwrkl M�aNt N�equv 6aM�e i MLINICPAL CASTINGS MANHOLE RINGS AND COVERS,GRATING,RISER RINGS,MARKERS,METER SOX LIDS AND OTHERS MAY BE QUOTED UPON REQUEST.SAMPLES SHOWN. '' • WNW,,, RRflr Reb 'aK,nr; Ind A. A.. m a . 7 Va-R H!icn Casting Corp. VAR A P 0 Box 17216 a 866 N Colurnbla Blvd • Portland. Oregun 97217 9 t503) 283-4102 I J h � 1 U CLCbW AWWA GATE VALVES FOR UNDERGROUND ; AND PLANT PIPING SYSTEMS 2" THRU 48" L O 111! �NO EX TAKEN REJECTED 10.1 checking is only fir rg e at ra f w!I 'hq das gn cept of tiro P o'e..• a w't^ .. �:r.na'.lon n� a ::t.lwn IS s-h ••..1 93.1fK.RlO".c Go'. - Mich S't..lt o' admatton ca 'ni w N't 1 OI u; �. ... l TITO Satl6fatLO(y I) 'I e..i,. __ Oi n5 .r Do!e -- B7 ALL JOINT ENDS • INSIDE AND OUTSIDE SCREW CONSTRUCTION • FOR CAST IRON, PLASTIC AND A/C j •@ PIPING 1 f �I Pacific Water Works Supply Co., Inc. PIPE VALVES FITTINGS MIN Aw So 10111ta1.Aw 6m Sw MCE*m 11,1 Im ME mm Sorts 11iN 9117/ ImmiN1.WIN tW l.6.N t o.&.9]lDF ft@&,V ,,wuO g ?2 116 m"m =T•N0111 15m)Minn Q01146 2n Will T61 F.M 1 7.*t.AftM Toll Frog 140"MW CLOW CORPORATION ! VALVE OIVISION OSKALOOSA. IOWA 52577 0)1977 CIO*CufOofpj on crow AW%A GATE VALVES . . . RUGGED . . . - LOW TORIIUEaaa LONG LIFE crow FOR UNDERGROUND INSTALLATICA LOW TORQUE THRUST BEARING Valve Operation as Easy tin Dependable . . . AND PLANT PIPING SYSTEMS capaci'thru t2"saes Lion deswhich high load The Two Prates with only two Wedging Lv�- capacity and low friction which reduces The valve operates with only two points M bearing operating and torque up to Seals only two points of friction.. .with a simple. CLOW AW WA gate valves otter rugged construction,easy perfectly for repacking under pressure. self-centering. ftoaimg. V-type, bronze gate I operation,long service life and economical maintenance.They are SMOOTH OPERATION spreading mechanism. .. for positive action in double disc. parallel seat valves meeting or exceeding all Precise opening and closing. Separate nook=_and bronze . requirements AWWA Specifications C500,and cootnrm to Federal , high strength manganese wedges permit mechanicaf adjustment to varying Bb Specifications WW-V-S ,Type 11 .C'­,s 1. C-Z Y], r•_ bronze stem,with extra heavy thrust ��,, '�.. conar, provides smooth opening and Positions. Component Darts are constructed of hea.„ ^^^proportions for G.$. CICS Ig of the gates. Stem torque meets In opening,turning the stem releaser the wedging extra strength to withstand pipe strain and possible shifting t.1 -+ Underwriters specihcabons. pressure on Me gates.allowing them to move away underground service. Clean, simple internal construction, t. from their seats before starting upward ••stet illustrated at right,assures long service and easy maintenance SIMPLE,RUGGED CONSTRUCTION Further turning of the stem raises:he gates into the All joint ends, in sizes shown below, and all commonly used "J Stem nut is wild bronze,and cover,permitting full opening flow through the accessories and operating devices can be furnished. LIE, Independent of hooks,wedges and vatve. gates It is tree-floatng and In closing,the gates move freely downward to a self-s;ignmg. For longer wear the po,,loon opposite their seats. At this pant the hooks PRESSURE RATINGS threaded section of stem nut is at;aasi come in contact with stops which prevent further 1'-x times the diameter of the stem. downward movement of the hooks. The bronze Working Pressure psi Hydrostatic J wedge riding on the hooks then spreads the gates Valve Size --- Test Pressure Inches Non-Shock Cold Water psi apart forces them to their seats e a watertight seal and shut ott the flow t t4rou rougr.:he 2 thru 12 200 400 valve ib thru 46 150 300 r- tf f FF5d64 F-5065 `5eQ6 F505a rb70 r Mbd Hot,E•rda Flangao aM A"C kl hierltel 4oln, Flanged end Threaded EMS flanged Ends Pmr-On Ends Ends Mechanv.NJ rf 4."6 Fur Casr Iron Rp- Fn•Aseevn '... ;,..i. _. .. DIMENSIONS-Inches Flanges are tared and dulled 11 ANSI 125 pound tern^late,unless otherwise msimded Valve Turns Din. Size tp of A B C 0 G H .� K MI N P O R S T U V W X y 2 AA BB D0 GG HH Ji KV LI_ Inches Open Stem 2 5 r4 7 31. 101,1 31'e 3'A ... im'. 5'/ 3 .. - 211. 5 31, to". - 3F. 10`4 - 14 11'h T. . 2% 6 ',v 7tr 114 1th 5. 31e 151h 1254 71r. 3 7 8 3h 120 444 3%z 12b, 6 31. 20% 16% 7. >'- 4 15 ltr, 9 4" 14 5. 44, 5. 14 4'2 24 19% t0 5 18 114 10 15`n 15"z - 2T4 21. 10 e 6 2f 114 IMb 51, 18 7" 511. 6% t8 56: 31'h 24h 12 - - 8 27 th 11'> - 61, 22 10 61z 7 22 - 61. 40", 3114, 14 6':a ), 9 10 33 '1, 13 B. 25% l it i 6. 7. 25At 6c, 47h 361.4 18 - 10b 9'z 12 34 11'v 14 64 29A f4t. 7 7. 291. -- 58h 45it 18 2714 ^- 36vv B Is 40': 12 38's 3:^x 7++ 10t 10'. 14 45 1h 15 a 23 74, 13. 361h 16% 71, 39. - - 66 53 22 33 i� 43 5711, 41 8 31'-, 18 45 12 421, 35r. 7x. 16 52 114 1 17 1 23 914 13i. 40. 10. 9'. 43!'r - 75. 5844 22 361/. 20'11 13 Wt. 45 8 3'Pr 18 48 1 12 464 39'a 9't t3 1 1S1> 18 50 21. 19 24 9t. l4 43. 20-. 91,, - 46 1124✓ 63'h 26 3911 221h 13 67'a 48 8 36h t8 52', 12 W 42'. 9`. ia44 1`5 20 64 21, 20 24 10'4 fah b7i: 23 10 SC - 90. 69!`. 26 434: 24 13 73 51. E 401; 18 55+4 12 534i 46'i 10 if, Ion. 24 76 21> 23 28"x to If, 55 271. 16 56+� 107 82 30 501', 28 13 031z 56*v 8 46 18 62'4 ie W 52N 10 22 30 63 24. 25 32':e 121h 20"4 64s, 33. 1214 - 66':z - 1261/. 97 30 62t4 31'e 1rlS 1001. M. ro 5411, 78 764, 154i 721e eb - 36 75 27 36 23. 23. 75h 401,: 23% ... MA 147ti 110 36 70ta 40 23. 120 87 131t 6814 22 881, 21v, at't 72h 42 as 31"z 34 34 201 20. 461h -- - -- - - 30 92 47 t 711, 1451,. 102y, 10 77`¢ 30 look, 27 1054z 97 48 toll 4 451i 45-,, - - - 30 105it 54V, 185. 166 1f64 P. I4 87'1 30 12bar 27 119 1W Turns ter open are for valves without gearing Also available,gate valves with ends for concrete pipe to Specifications SP5 or P301 crow AWW1 GATE VALVE "RT < ,01 102 E -103 ^ +e� �Z 414 105 In 106 12A`Y''_ IDS 77_ 111 �117 1 L' --116 "— �i L. 117 j Ile ' 119 i Section of Mechanical Joint Cutaway of Flanged Valve NRS Valve with O-Ring Packing with Outside Screw and Yoke Part No.Material Pan No.Material Pan No Material 101 Cap Screw I Steel 113 Body 1 Cast hon 127a Follcaer Nuts 2 Bronze 102 Operating Nut 1 Cast Iron 114 Gate Nut 1 Bronze 12111 Follower Studs 2 Steel- 103 O-Ring Plats 115 Gate Ring 2 Bronze Rust-proofed Bolts & Nuts Steel 115 Case Ring 2 Bronze 120 Follower Plate 1 Cast Iron 104 0-Rings 2 Rubber 117 Gate 2 Cast Iron 129 Follower Gland I Bronze 105 O-Ring Plate 1 Cast Iron 113 Wedge 2 Bronze 130 Packing Braided Rs0estas 106 Low Torque 119 Hook 2 Cast Iron 131 Test Plug I Teflon-coated Bearing 1 steel 120 Ho1C Dcwn 107 Stuthng Boa Nut 1 drone 132 Stem Nut Pin 1 Bronze Gasket 1 121 Handwheel Key 1 Steel 135 0 SAY. R P SteN-- 1� Cover 1 Cast Iron 122 Hantlwneel 1 Cast Iron Cap Screws Rust-proofed 109 Non-rising 123 OS 6 Y. 136 BonsOS & Yoke Steel— . Stem 1 Bronze Retainer Rolls 8 `tuts Rust-Drooled 110 Neck Flange Steel— Plate 1 Cast Iron Bolts Rust-proofed 124 O.SAY. Stem 111 Neck Flange Nut 1 Bronze Gasket I Composition 125 0.SAY. Yoke 1 Cast Iron 112 Neck Flange 126 Rising Stem 1 Stainless Steel Batt Nuts Steel Ca.OW CLOW CORPORATION VALVE DIVISION PO BOX SBO OSKALCIO3A i ,C CNN / .Y e:l:a � nnn )eel -77 I c � g� . . . modern efficient dependable m - CS r \ cj CD a 1 g 0'711 °�oT 3 �y� L F 3+± . . .with UND LINE or REA`K" FLANGE construction en:e -- Ey alk> CLOW VALVE DIVISION OSKALOOSA , IOWA 52577 FIRE HYDRANTS have aN these advantages . . . TAMPER-PROOF CHOICE OF O-RING Weatherproof "umbrella top" operating nut keeps water out, is tamper-proof because it OR STANDARD PAPKING is locked in dome by the concealed brass locking ring. FSTANDARD a,;,ADJUSTABLE STEM SLEEVEAdjustable stem sleeve assures ease of by- kdrant operation.EASY MAINTENANCE No special tools or hoist needed. After ordinary wrench loosens the cover bolts,one man can easily remove all working parts NG O-RING SEAL through the top of the hydrant. The Standard Stuffing box is packed with a EASILY ROTATED braided. graphited asbestos packing. The 0- /Standpipe is easily rotated. The direction Ring packing incorporates two specially de- ,'/ hose nozzles face can be quickly and simply signed C-Ring seals. changed. GROUND LINE FLANGE ,round line flange eliminates digging and ,hutting off main for lengthening or replac- ing damaged top section. _ a The fixed position of the arms, when the main valve is in the closed position,prevents' jII flooding in case the standpipe is broken. The main valve is kept closed mechanically r and not by water pressure. The rubber faced main valve cannot scar main valve seat. O The main valve opens with the pressure for O smooth operation and fast water delivery. Closes against the pressure—slowly—pre- venting water hammer. Main valve cannot jump to its seat in last turns of the stem. I When open, the main valve is com- Large stem nuts with ample bearing pletely out of the waterway for full, surface hold the main valve tightly unrestricted flow. closed and prevent any leakage. I Bronze foul-prooi drain is entirely automatic. Pro- vides rapid drainage of the hydrant after use. Closes securely when the hydrant is opened. L, MAIN VALVE OPEN MAIN VALVE CLOSED Drain Valve Closed germ Valve Open HYDRANTS . . . MEET . OPTIONAL The break Flange hydrant incorporates a breakable flange,and a cast iron safety stem coupling...designed so that when the hydrant sustains severe impact the break flange ring and breakable coupling will shear off at the ground line. In all other details of construction the break flange hydrant is the same as the regular - - -�" ground line hydrant, and has the same interchangeable parts. The Break Flange design gives added protection against flooding, and eliminates the possible expense of digging up a damaged hydrant for repair or replace- ment. this h•;dr,nt is especially desirable for installa- tions along busy roadways where traffic damage haz- ards are greatest, and where excavation for repairs would be either difficult or costly. y� SAFETY BREAK COUPLING FLANGE FIRE HYDRANTS provide FIRE PROTECTION that is MODERN EFFICIENT, and DEPENDABLE i Iowa Fire Hydrants are neat, attractive, and modern in appearance . . . ` efficient and dependable in operation. The hydrant valve opens with the pressure . . . providing fast water for fire fighting operations As illustrated, the working parts during operation are out of iding full ed delivery h And tthe main valve v loses against sthet l maximumow for pressure, to assure smooth operation . . . to prevent slam hazards of water hammer. Iowa hydrants meet all requirements of the latest AWWA spec,fications, and are furnished with hub,flanged, in or other join nlets for pipe sizes 4-, 6-, and 8-inch. A wide choice of accessories and construction details will meet the mo•t 'xacting Individual requirement. ALL STANDARDS CLOW in addition to fire hydrants . .. . a complete line of Iron Body Valves for Underground Plant, Process, and Control aping BUTTERFLY VALVES CUTTING-IN VALVES AND SLEEVES u y6 1 . $HEAR GATES ° � • a ° GATE VALVES SOUAPrBOTTOM VALVES r ' TA VALVES _ ANN D SLEEVES ° P . . MOTOR OPERATED VALVES . J 61 FLAP F 1 VALVES t \C !'Lt, DwA,N VALVES •j CHECK VALVES PLANT AND GENERAL SALES OFFICES--OSKALOOSA. IOWA CLOW CLOW CORPORATION VALVE DIVISION OSKALOOSA, IOWA 52577 Cum.mM 1.75. U.. C­u .'; e IMF, WA , �` � qr� F :.3 FMF /o 226 - c c-oo i rf�- St�C TZ"CT ' it e E rF-%C September,1982 BUS DETECTOR CHECK VALVES 1. PRODUCT NAME VIKING DETECTOR CHECK VALVES pacific Water Works Supply Co., Inc. 4' Model E-1 Part No 03224A Model E-2 Part No 02729A _ _ pFpF VALVES FITTINGS 6- Model E-1 Part No 02861A Model E-2 Part No 0315SA 10 +A�tif��rr'aa.J M17(�([tr,`�(jECTy6sl.yElF,bbry ��x[ resin 8- Model E-1 art No 02776A ,. same wru■Pl zrf.illthrkate Wytx�err �rmr wootlinrnk warn soon Model E-2 Part No 01160A i U344M tAL11 k0gin (MI 4es am maser i.x Feu I. 9NO 10' Model E-1 Pan No 0I859A Model E-2 Part No 02714A g� i 2. MANUFACTURER THE VIKING CORPORATION 210 N Industrial Park Road Hastings, Michigan U S A 49058 Telephone(616)945-9501 r Shippmg,weights Telex 22-b400 ( lho s � 4- i66 lb ( 75 5 kg) n 6' 322 lb (1464 kg) 8' 454 lb (206.4 kg) 10- S74 Ib (2b09 kg) it Date �1 T- FEATU ES ( Two tapped bosses on each side permit by-pass meter trimming either right or left / An as-vent screw in the cover Cover-mounted eyebolt for ease of m- e, stallation i� Brass, bronze or stainless steel working - van, i Clapper has full face rubber gasket. i Cast iron valve body painted red. __ _ Optional _ � Valve bodies hot-dipped galvanized. By-pass meter trim (meter supplied by Others) N :5 •Y O � { �L_/' '•••.__________S ? 6. OPERATION m st• % The Detector Check Valve is designed g o L`_ ) with a counter-weight on the down- _. 8 stream side of the clapper to hold the 3. PRODUCT DESCRIPTION clapper in the closed position Minimal m„ Material; flow will by-pass the clapper and flow The Viking Detector Check Valve has a through the by-pass meter When a ma- weighted clapper which is normally Manufactured to meet minimum A5TM for water flow is required, the water closed. Small water flows are forced to Designations �L pass through a metered by-pass Meter- Cast Iron. ASTM A48 Class 300 and pressure will overcome the mechanical ing of this limited flow is adequate to A126 Class B (standards for gray iron advantages of the counter-weighted indicate leakage or misuse of water castings) Tensile strength not less than dapper and push it fully open if re- `c quoted Water will continue to flow intended for fire protection. Increased 31.000 psi(2179 5 bars) Bronze castings UNS-04400 through the metered bPpass even if the water demand fists the clapper permit- g weighted clapper ling a full, unobstructed flow during a Stamles Seel tubing UNS 5 R)4170 wei i pfe is fully open � ZZ fire emergency Stainless Steel retaining rings UNS o S15700 7. AVAILABILITY 5 c \ •. TECHNICAL DATA Brass Bar Stock UNS C31400 Viking Detector Check Valves are a Ai l) . Guide No HDDV EPDM. ASTM D-2000 available through a network of domes- U.L. Control fisted G id No Lead filled brass weight tic and international distributors. See U L v, F M approved(4-. b', 6' and 101 4' valve is used with 518' and 1- meter the yellow Pages of the te!ephone di- Zi City of Los Angeles approved(E-2) 6'. 8' and 10- valves are used with rectory for closest distributor (listed ; Rated to 175 psi(1207 kPal WWP 518'. 1'. 1-112, and 2' meter. under "Sprinklers-Automanr-Fire'-) C. v. Factory pressure tested at 350 psi12413 Standard flanged connections (ANSI write The Viking Corporai,on, H.stings, kPal hydrostatic 8161) Michigan USA 49058 806 September,196t 11 ,, 1,�� DETECTOR CHECK VALVES l 1 t t 1 s 6 I M 1 1 Null n i - 1 r Ll a at a a n u n N 14 a Is N a a 8. GUARANTEES Viking agrees to repair or replace goc' Disassembly — 4', 6% 6'. 10' valves found to be defective in material and (All numbers are indicated on Valve workmanship for a period of one year Cross-Section) from date of shipment. For details of Reassembly a Remove cover bolts(No. 7!. warranty refer to price Inc a Reverse procedure of disassembly b Remove cover(No. 51. Care must be b Prior to replacing the valve cover, taken not to damage gasket(No 1). lilt wet g and 9. MAINTENANCE c Remove retaining ring and flat ensure freedomcofpmovement per manually to Viking Detector Check Valves are washer (No 11 and No. 121. This water-lubricated and virtually mamte- allows the pivot shaft(No. 10)to be 10. SERVICE nance-free Should the valve give indi- removed, to turn allowing weight c stions of improper operation, mclud- and clapper to be removed from Pans for Viking Detector Check Valves mg 111 leakage back to the service side, can be ordered from local Viking \ of the sntem,or(2)valve not open ful- valve housing can See Yellow Pages of the J ly on large volume demand-. d To replace clapper rubber No 19, telephone directory (listed under a Remove cover. remove cap screw No.16 and clamp "Sprinklers-Automatic-Fite") or write plate No 17 The Viking Corporation, Hastings. b Inspect parts for freedom of move, a Remove the retaining rings, and Michigan USA 49056 (Attn Sales ment hinge pins (No 21, No 22 and 23 Department ) Telephone 1616) c Inspect valve for obstructions and 24) 9459501 September,1982 r 807 TECHNICAL DATA DETECTOR CHECK VALVES PUT NUMBERS Re. .•Deeaaal Y 059.1 P(UOWAO w(!Sett raw R"&d Alas Mot E-1 Mad E-2 Mad Fl Mod Ed Mad 1-1 A6ad EQ Mad Ed Mel E9 Oeaolellaa MMwid P 6' Y w 1 0211748 W748 020"ll 070998 021258 021258 011258 021258 Corer CIAO Renlpced Neogene 1 1 1 1 2 02079A 0247b 02101A 02507A 021MA 02507A 02101A 02SOIA Mea-Mead Cap Sc rev Stwl 8 10 12 12 3 WSBbA MOM 055a6A WSo6A WwbA 0450hA 04501sA WSObA Tape a 0)017A ON31A O3mIA 03431A 03011A OM31A 03011A 01431A Data Nate Alumm !kris 1 1 1 1 5 OWSX OW56C O%W 06657C 0165SC 13465eC 04655C 0165B( Cost Cut Iron 1 1 1 1 6 OM63A 02111113A 02506A 02SObA 02SObA 02SObA 02WbA 02SObA 1Veba1t Steel 1 1 1 1 1 OM4A 03914A 03914A 01914A 01911A 01914A 03914A 03914A Vent Screw &aM 1 1 1 1 7A 03915A 03915A 03915A 0W1 SA 03915A OW15A 03915A 03915A Vent Washer P.4wopHeoe 1 1 1 I a 020A58 021070 02S 1113 021486 Clapper Arm Cart Bronre 1 1 2 2 9 None NWe NWI None Clapper Arm Bushing i(elcon 2 2 2 2 10 W1108 W13O6 047778 W1778 04175B W3788 W1798 W1798 Prwt Shele Brass 2 2 2 11 06131A W131A 04131A OMIA W1AOA 04180A 0,4180A W18DA Flat Washer Starless Steel 2 2 2 2 12 0e175A W17SA 0417iA 0417SA W181A W1AIA 04161A W161A Retarmg RmR Starless Neel 2 2 2 2 13 BodV Cast Iron 1 1 1 1 14 02M 03432S 02110S 03433S 0214S OMF45 Oil"S OHMS Pspe Plug Cul lrm&ass 2 2 2 2 15 None 02728S Norm O315a5 None 03159S Norte 02733S Reducre Bushme &ass 2 2 2 2 16 01233A 01233A 01233A 0123SA 02423A 02423A OISMA 02509A tea Mead Cap Screw Starless Steel b NVlok 1 1 1 1 17 OZMBB 0211eAR 026998 026%6 02422( 02422( 02580111 02511011 Clang Nate (ast Bronee 1 1 1 1 IB Seat Caq Nana. 1 I 1 I 19 02%70 028619 027000 027MB 024299 11ISW8 025%B OZ5948 Clapper Rubber [Prim 1 1 1 1 20 03659C (144s59C 046W 046W 0461C IMbb1( 04662c 06661( Clapper Cas(8rmre 1 1 7 1 21 04019A 13M119A 01020A 04020A O3UI2A IMII2IA OW14A 030241A Mxye Par SMrless Steel 3 3 2 2 22 M25A AM125A 0402SA 04025A 0102bA W02bA O4K12bA tM016A R6MRMr Ray Starless Steel b 6 a 6 23 04021A 01021A O402JA IM021A Mxye 1% Steles,Steel 0 0 1 1 2e 0102SA 04025A Retray Ray Stales,Steel 0 0 2 0 25 03S35B O3A156 03a360 034MB 03637E ON)76 03e 1BB 0341K We%% Brm,wLead 1 t 1 1 •SubAMenlWres Ava.14" _- 1`.1B OgSK OMM1owftc tiow 010w OgS1C1tr17 1420 W6638 NaN, 016MB 1116M8 OeetlB 0669 A/WN _UI'. `None (1315Ia elar! 011S7B hl9rra W731B Clapper Arm M Vaepas 908 September,1962 `I I ,, OW DETECTOR \\ CHECK VALVES \ 11. INSTALLATION The Detector Check Valve is to be in stalled in the horizontal recta on with 3-Tap View its arrow pointing m the direction of the +t T}I' Meter Trim water flow The by-pass meter may be cn.d ' trimmed either right or left Valve and o c o va.. meter combinations are shown in the 4-Top View weights, dimensions and trim table 1-Top View -�'4 Meter Trim given refer to Diagrams Valve No 1-4 as follows. No 1 - Top view - Valve No 2 - Side view - Valve }r No 3 and 4 - Meter Trim arrange 2-Side View ments Valves °j1e NOTE Prior to installation, inspect valve clapper for freedom of move ment WEIGHTS, DIMENSIONS i TRIM Dimensions in Inches %•I3llp PKFU I'd"NM rMnH W MIT r Irt. A I C E f G Is r 0 n f 0 I r 0 8 I I 1'ia1p 16K 1 11% t% 117 Uh 11 it. R°. 21 2% - 1 6'1gY1 tt's 11 1{'s 3 11', 11 16'v - 114, t14. Iv; 1{K % 6% 11 10'. IBv. Ps 2 v..l'. 1 316 1"YIM7s 1T. !1 1 1{K !1`r it 15% 11'1. 314 Is 14% Ss. II b% 1% t ! v..V 1 412 10'ig1i1 21 R II'v P. 1/'+ IT. It'v 1T._riv. N. Bw _t 12- 19 1- N.3`. It SM 5 at M6T11 TIIM 01111111410110114111 1 A \. Dimensions in Centimeters unless otherwise noted !�.a 17rom lfnaR 18reetlB U-M-Ic01 _ A trlilp A 1 0 0 E r 6 w f 6 Is 1 6 M 1--- G W,-, 109 1 1 INIiw 81" R86 2915 403 2 At' "It 621 3112 5314 {U 251 i51 1 _ILIA 1> -= If is 21A 4191 111 IS St t450 4191 - 1146 U32 10.79 4111 6667 1114 4577- RU 2130. Jell 500 1636 lie t11iw 6356 36N!{21 ills i211 2121 4311 - NM I;I" USS -is 17_//14 N{0 Mn 1-0-M H1{f 50�501 11p.0 tS1 ww 7117 qN RM II17 is I 1{_M 71 t5 K19 - UII 6r'M 171`U'-j1 )1/5 U_]5 SI6) 1.191 2216 S01 ' SII W rFIING O9VK1 qIM DIMENSIONS -- - The f allowiwg d9Nss meter flaw can FLOW CHARACTERISTICS b_e_e.Padd: VALVE FRICTION LOSS TABLE r,r we r ku"hW v" Friction loss in PSI ---_ _ Friction Loss m Ba n A 2' mot,-251p i 8 1 1:2` IS{pin R f r r W Ilvw H111w 211aw 171r C I meter-It pin M6w Tile wo V00 iV.-�i1'Ir YI 4M NY Midi IOI me.ISOMWir 6r -- 100 - - - - 378.5 _ In IN 1.02 9011061 Mod Vdm - 1,116 - - 757.0 I7t in '106 097 A 50 mm MCMial time--91.6 M rr AD 2.59 1.81 - 11355 172 12/ 089 _ 8 10mm Mtitonl Deuc- S8.1ilmian SH L41 1.66 - _ C 25 min 6ktenne Omc. /54delm UN.I - - - 093 1T 01WIP,G1e19a1w 600 W 1.N 2.02 215 IW3 116 ill 0!S 09S A 2 metre-301:in 700 327 in - - 22711 .103 115 093 _ I 1 1.7 meter- 25{0m r0 901 168 195 2.10 2N9.5 163 I IS 093 ON C IC I^metmeter- 15 epo . -To------ rA w 0drift pn11wIODO hS7 10l S % . A 50 mm Metenn{Desire- 113 6 din-inn 1200 - 2.01 1.11 210 37850 Sl) 228 1011 097 0 10 min Mettrml 0ence- 94 6 din:mn lIDO - 2.36 1.0 2.10 45420 751 In 99 _ C 75 min Aktenn{Deuce- 56 8 dm inn 1100 - 2.16 1.96 Lie 52".0 - .ItR 1.13 .071 Pressure dillerence.epaird to open 1801 - - 1.15 Lie Go" - .B7 1.13 OD valve clapper: _ 1 i07 il0 69110 - 1.0 /" - 1.6 Op 1100 Na- I IA Wi0 6'- 19 pa(150 win- 13.1 1Py IM - - 2.20 2.10 11 *%I - 120 1' - 19 pp(200 min - 13.1 MII 2!l - 2.0 210 10- - 1.6 0P 050 min - I1.0 IN win 2D72 tni+o,n U s Sound Utilities Systems Incorporated 1100 Maple Avenue Southwest Renton,Washington 90055 12061 2266000 2vo /l� •lac-- S. !4 -mj GC04 DATE lL/����� ATTN SUBJECT �C/� —Z 7ZE Cca1 TS �E �/C�a�6C s �, CZC`' w/e6 �2 YGGL /l- O/ JZCic r 760 3 1 Z_ Z 9 Z(c cl _ 70T Z_ /Z5 37� Z3Sd . � Y -2 sz7 vd�, 69 �erZ-ey--- ' DA CITY OF RENTGN UTILITY ENGINEERING 200 MILL AVENUE SOUTH RENTON WA 98055 ATTENTION: ARLENE HAIGGHT JC SUBJECT: y O --�..L ..2 71r'C. J'1'r a , PROJECT NUMBER: W-�ll1� WORK ORDER NO. : Dear Ms. Haight: You are hereby authorized to have the Finance Department bill: Name: Address: /'J✓ City: Attention: C v'- Phone: for time and material for the related water work on the above referenced pto]ect. The work is described as follows: F .... Y v ct I yours NAME PUBLIC WORKS DEPARTMENT BUILDING DIVISION CITY OF RENTON, WASHINGTON IT APPLICATION ONLY - UNTIL VALIDATED FN�ER Owner Location of Work Address INSPECTIONS FEES CONSTRUCTION Side Sewer Storm Sewer y Construction PERMIT Sp. Utility Conn. FeeWater � (Public Right-of-way) Water Latecomer Fees Water Insp./Approval Fees Sp. Utility Conn. Fees - Sewer ` Sewer Latecomer Fees Sewer Insp./Approval Fees Date Issued Inspection Fees Special Deposit - CASH BOND -' Expiration Date TOTAL FEE - Description of Work and Number of Feet Contractor Business License Address Bond Telephone IT IS UNDERSTOOD THAT THE CITY OF RENTON SHALL BE HELD HARMLESS OF ANY AND ALL LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WITHIN THE RIGHT-OF-WAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTRACTOR. LOCATE UTILITIES BEFORE EXCAVATING. CALL 235-2631 FOR INSPECTION. Call between 8 AM and 9 AM for APPLICANT inspection in afternoon; call before 12 Noon the day before for inspection in morning. PUBLIC WORKS DIRECTOR SPECIFY TIME FOR INSPECTION. CALL 235-2620 for street signs CALL BEFORE YOU DIG BY and lighting. 48-HOUR LOCATORS 1-800-424-5555 WATER AND SEWER PROJECTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT N SEWER PROJECTC L DATE � v WATER PROJECT TITLE PROJECT LOCATION ADDRESS PHONE ZZ 'i -i EM ERGENCY EMR �Gt ERGENCY PHONE 21ar..i G:i•1fMJ..C��J SU f��• J I V ` r S b CONTRACTOR ADDRESS PHONE EMERGENCY O 7 (1 PHONE FOREMAN �✓ it �/ /�� ' � Cjr�' G PHONE 7 2 rz EMERGENCY PHONE City of Renton Inioector_ Other Insnector___ _. -- GAFWNER ENGINEER. INC. Mortimer H.Thom ,P.E. CONSULTING ENGINEERS•SINCE 1883 Thomas P.numorrf•.PE. SLICE 300• Le d J. Locke.P.E. 2124 �Y URTH AVENUE Seattle, Washington 98121 (206)728-1883 December 5, 1985 File: RVTI Water Supply #5172 Mr. Ronald Olsen Utility Engineer City of Renton Department of Public Works 200 Mill Avenue South Renton , WA 98055 Dear Mr. Olsen , We have examined the water system layout and previous tests or analysis in the area . Our analysis indicates that 4500 gpm is available at the RVTI site at 20 psi residual pressure of 20 PSI with a minimum of 3 hydrants flowing. Very truly yours , Mortimer H. Thomas , P. E. t 1 §R CITY 0F RENTON INVOICE FINANCE DEPT. 200 MILL AVE.S. RENTON.WA 98055 g, MA 1 N CALL 10/18/85 046032 251 11 /07/85 Finance Dept. (206) 2s5-2607 Mr. Bill Belmondo C/o Renton School District 435 Main Avenue South Rertoni WA 98U55 AMOUN xWIMAL Development costs for Additions and Modernization RVTI at 3000 N .E. 4th Stroet Latecomer Fees: 4,787.37 w-193 N. E. 4th - 911 .88' E 5." w-243 Monroe Avenue N.E. (South portion) - 764' 8 3. 5915 19i858.00 w-615 Monroe Avenue N.E. (North portion) - Hilltop Total Amount Due 27i389.28 CUSTOMER COPY - R CITY OF RENTON INVOICE FINANCE DEPT, • 2DO MILL AVE. S. RENTON, WA 9W55 10/18/d5 046032 252 11 /07/85 Finance Doot. (206) 235-2607 i Mr. Bill Belmondo c/o Renton School District 435 Hain Avenue South Rentoni WA 98055 Development Costs for Additions and Modernization RVTI at 300C N.E . 4th Street WATER Area: 750i764.5 square feet Lass: 6f850.0 square feet Horticultural Ruilding Less: 150o000.0 square feet Power Lino Esmt. Toto1: 593.914.5 square feet "a 50.04/square foot 23.756.58 SEWER Area: 750o764.5 square foot Lacs: 15Ci000.0 square foot Power Lino Esmt. TOtal:600P764.5 square foot d 50.04/square foot , 24,030. 58 Tat=1 Amount Due 47.787.16 CUSTOMER COPY I T 1 CITY OF RENTON INVOICE FINANCE DEPT. • 200 MILL AVE. S. RENTON,WA 98055 ACCt)HIW W#G1W bTOMER REFERENCE PAYMENT OUE FOR INFORVATION COY. _ A PR _ a vESCRIPTION AMOUNT T. . . .: l;i^ • < ts r at [ : [] Jr3 £nC :C 2rr : „ i � t :r f . —_ .^rya - : �^_e A. _ . ( :J„t^ :orttJn> � - .. ,. _ • 1 . J s RLE COPY i ir•,_ R. CITY OF RENTON INVOICE FINANCE OEPt. • A MILL AVE.S. RENTON, WA 9W% � 1x1i8/8s 0tww 251 11 /G7/25 °irrrc• Caot. (20' ) 235-25-17 RENTON SCM^CL 'ISTAi' T RVTI LATECOMER PEGS 91%ANCE OEPARTd?NT �r. 5111 Balmonco cJo Barton School District »J1 cDC 00 ?9E 1C 00 1 ' a?3 •"�1n Avarua _9utn Rort..ni 6A +9055 :�eveloPment Costs for Avaltlons ana " 209rn1z8t3-On �VTI at 300C N . F. 4tn Street #tocamar fees: 4, 7g7. 37 i.-1?3 t, E. 41tlt r-24$ Monroe Avenue X .Z. (South oortion) - 7^4' i 3. 5 %15 «—r4-i--M�'rar-1rvs,•ur*.^. ('•Verew-Dort-ror'>- - '-z-�itoa t�rfiS�r�- *otil SnO:.nt .ua -%DT's R4. a_ T Ti' IRYv.C.. s }K C ri�' +e✓a - _ •-�a»nti�n"-. e�R d.,Y'^+JY'XSi9fMa'E_.:. . .. - .a++ ` INVCJICi� .. �y R , �j; 11 /Uy/8i =mane• paot. (246) 235"2647 RENTON SCHOCL it 7L QVTI LATECOMf* FEES - cINANCE OEoART*ENT 4r.. Bill 9elmonao 12 cis Renton School Ofsttict o01 OCO 04 3!t t0 00 435 "=in Avenue South _ R ntonr wA 98055 - } ivslooment Costs for Asaltlons ano 400arnization VTI rt 30CC N .f. 4th Street i tatecemar feest 4, 7R7. S7 A-193 '.. E. 4th w-243- mjrtroe Avenue N. E . (South o0rtion) 1 3. 5015 ?r7A3.9t u-E1T vcrrm-tveMua t0a OTAL IKVCICE Tcttl Amount a f -' T 2.�rilE3: Y 3 6. Pv WA_rXX--9- --- - Aeoq 10, 744.S sQ• ccc SO Sp 040. sQ,FT--�wer 1�.r� Sfr,�• _ -- 2arA�. - / S _ so•tr�_�90. Fr. _ �' 23 SSG. LAIECOMER FEES: - -- - —- N.E. 4th - 911.88' @5.25 = $ 4,787.37 MONROE AVENUE N.E. _ South portion - 764' @$3.5915 = 2,743.91 North portion (hilltop) 19,858.00 LASS— ego ODO —S •fil �ixrG,u �rf. — � �oZo� . Sa sv Fr -�c_� s . 24 Gt3o• s�' . —_�4T�GGM�Ci _f�'�• —O — q o7� . f' ---- - Gs14 -t.Ce CnM �'�vis.� Z��.�.c• Fps ,�l'�' ���,r __ £S G Flo. SQ. Fr 4,02 u m,,w/ ,8/de . ACV Ooo_ sQ,Fr Rwee kee frnri• ___ ?o�,4L = S so•fr x �o. svfr. _ 23 SG. sF LAIECOMER ELLS: N.E. 4th - 911.88' @5.25 $ 4,787.37 i^ MONROE AVENUE N.E. South portion - 764' @$3.5915 2,743.91 North portion (hilltop) = 19,858.00 LA _ H ,gip : G . S sQ•Fr —_ 1 F55 �S� goo, sq).nr zr a3D � ' 7S, /7U_�!l TitIN (:OA#JaTfOM = i s' sQ. or ,LESS !��PlD, Sq• FT yo►'!`IcuHurr/ ,8/dg • — —,�,Ess ' L.rO� 0�0. sQ,Fr• war L�.re �'r�t• 1A ECOMER F fS:___. — N.E. 4th - 911.88, p5.25 = $ 4,787.37 MUNROE AVENUE N.E. South portion - 764' 03.5915 = 2.743.91 W- North portion (hilltop) = 19,858.00 SPECIAL (4rrury CLA&C- .r.),v C4404,c. - Sc-.1crt Fr so-Fr A. PUBLIC WORKS DEPARTMENT _ DESIGN/UTILITY ENGINEERING 0 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH.98055 r �D $9�rED SEPTE�.6FP BARBARA Y. SHINPOCH October 11, 1985 MAVOR Mr. Bill Belmondo c/o Renton School District 435 Main Avenue South Renton, WA 98055 SUBJECT; Development Costs for Additions and Modernization RVTI at 3000 N.E. 4th Street Dear Bill : Under City Ordinance No. 3882, a special utility connection charge is incurred upon the granting by the Cit• of a building permit, but payable at the time construction inspection permits are issued for water and sewer main extension. This fee is assessed at the rate of four cents ($.04) per square foot of property connected for water, and four cents ($.04) per square foot of property connected for sewer and, therefore will be applied to that portion of the RVTI site being newly developed. In addition to the system development fee, the RYT1 site owes three late- comer agreements for water improvements. According to our records, the RVTI site owned by the Renton School District has never participated in a system development fee, with the exception of a $74.88 payment for sewer on the southerly portion of the site, and $168.45 and $396.00 payments for water on the northerly portion of the site. The development fee previously paid for water in the total amount of $564.45, will be deducted from the new or upcoming system development fee. The aggregate amount of the development fees, less credits are as follows: SI-TEM DEVELOPMENT FEES North of North line of 10" W.L. easement WATER 750,764.5 Sq. Ft. @ $0.04 = $30,030. 58 SEWER 750,764.5 Sq. Ft. @ $0.04 $30.030. 58 Less credit for Horticultural Building $ -168.45 Less Comm, Fac. Conn. Chg. $ -396.00 Mr. Bill Belmondo October 11, 1985 Page 2 LATECOMER FEES- N.E. 4th - 911.88' @5.25 = $ 4,787.37 MONROE AVENUE N.E. South portion - 764' @$3.5915 = 2,743.91 North portion (hilltop) = 19,858.00 TOTAL $86,885.99 The above cost figures do not include inspection fees, r/w construction fees, sanitary and storm sewer connection fees, or costs for water meters. The contractor doingg the work must possess a City of Renton business license and have a 51,000.00 performance bond on file with the City. Enclosed please find a Cupy of Ordinance No. 3882 for your perusal . Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor AHI:REB:mf enclosure cc: Dennis Kabba, The Campanell, Group OF I?P PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING S 235-2631 0 $ MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON.WASH.98055 90 �. 09gTF0 SEPt E�O�P BARBARA Y. SHINPOCH October 11, 1985 MAYOR Mr. Bill Belmondo c/o Renton School District 435 Main Avenue South Renton, WA 98055 SUBJECT: Development Costs for Additions and Modernization RVTI at 3000 N.E. 4th Street Dear- Bill : Under City Ordinance No. 3882, a special utility connection charge is incurred upon the granting by the City of a building permit, but payable at the time construction inspection permits are issued for water and sewer main extension. This fee is assessed at the rate of four cents ($.04) per square foot of property connected for water, and four cents ($.04) per square foot of property connected for sewer and, therefore will be applied to that portion of the RVTI site being newly developed. In addition to the system development fee, the RVTI site owes three late- comer agreements for water improvements. According to our records, the RVTI site owned by the Renton School District has never participated in a system development fee, with the exception of a $74.88 payment for sewer on the southerly portion of the site, and $168.45 and $396.00 payments for water on the northerly portion of the site. The development fee previously paid for water in the total amount of $564.45, will be deducted from the new or upcoming system development fee. The aggregate amount of the development fees, less credits are as follows: SYSTEM DEVELOPMENT FEES North of North line of 10" W.L. easement WATER 750,764.5 Sq. Ft. @ $0.04 - $30,030.58 SEWER 750,764.5 Sq. Ft. @ $0.04 = $30,030.58 Less credit for Horticultural Building $ -168.45 Less Comm. Fac. Conn. Chg. $ -396.00 Mr. Bill Belmondo Oc,,Ler 11, 1985 Page 2 LATECOMER FEES: N.C. 4th - 911.88' @5.25 = S 4,787.37 MONROE AVENUE N.E. South portion - 764' A3.5915 = 2,743.91 North portion (hilltop) = 19,858.00 TOTAL $86,885.99 The above cost figures do not include inspection fees, r/w construction fees, sanitary and storm sewer connection fee „ or costs for water meters. The contractor doing the work must possess a City of Renton business license and have a S1,000.00 performance bond on file with the City. Enclosed please find a copy of Ordinance No. 3882 for your perusal . Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor AHi:REB:mf enclosure cc: Dennis Kabba, The Campanella Group Y M ° PUBLIC WORKS DEPARTMENT DESIGN /UTILITY ENGINEERING 235.2631 Z rIL o ° 0 i MUNICIPAL BUILDING 200 MILL A1,E. So. RENTON.WASH. 98055 9,0 � ��lEU SE e`E�,O BARBARA Y. SHINPOCH October 11, 1985 MAYOR Fir . Bill Belmondo c,'n Renton School District 435 Main Avenue South Renton, WA 98U55 SUBJECT: Development Costs for Additions and Modern.zation RVTI at 3000 N.E. 4th Street Dear BiII: Under City Ordinance No. 3882, a special incurred upon the granti util ,ty connection charge is ng by the City of a building permit, but payable at the time construction inspection permits at issued for water and sewer main exter inn. This fee is assessed at the rate of four cents ($,04) por Square foot ,f property connected for water, and four cents ($.04) per square foot of property connected for sewer and, therefore will be applied to that portion of the RVT' site being newly developed. In add: ion to the system development fee, the RVTI site owes three late- comer agreements for water improvements. According to our records, the RVTI site owned by " , Renton School District has never participated in a system development fee, with the exception of a $74.88 payment for sewer on the southerly portion of the site, and $168.45 and $396.00 payments for water on the northerly portion of 0e site. The development fee previously paid for water in the total amount of $564.45, will be deducted from the new or upcoming system development fee. the aggregate amount of the development fees, less credits are as follows: SYSTEM DEVELOPMENT TEES North of North line of 10" W.L. easement WATER 750,764.5 Sq. Ft. @ $0.04 = $30,030.58 SEWER 750,7�,. 3 Sq. Ft. @ $0.04 = $3U,030.58 Less credit for Horticultural Building $ -1• '1.45 Less Comm. Fac. Conn, Cirg. $ -396.00 a, Mr. Bi l l Belm ...do Uctober 11, 1985 Page 2 LATECOMER FEES: N.E. 4th - 911.68, 05.25 = E 4,787.37 MGNROE AVENUE N.E. South portion - 764' @$-5915 = 2,743.91 Forth portion (hilltop) = 19,858.00 TOTAL $86,885.99 The above cost figures do not include inspection fees, r/w construction fees, sanitary and storm sewer connection fees, or costs for water meters. The contractor doin the work must possess a City of Renton business license and have a 31,000,00 performance bond on file with the City. Enclosed please find a copy of Ordinance No. 3882 for your perusal . Very truly yours, Robert E. Bergstrom, P.E. Engineering Supervisor WI:REB:mf enclosure cc: Geniis Kabba, The Campanella Group w:-RC" OF RENTON NVOICE fli .,,.ut DEPT. . 200 MILL AVE. S. RENTON,WA 98055 E FOR INFCFMATION CALL 10/18/RS O46032 251 11 /07/85 Finance Dept, (206) 235-2607 Mr. Bill Belmnndo c/o Renton School District 4:5 Hain Avenue South Renton* WA 98055 Development Costs for Additions and Modernization RVTI at 3000 N.E. 4th Street Latecomer Fees: W-193 N. E. 4th - 911 .88' 8 5.25 4r787.37 W-243 Monroe Avenue N.E. (South portion) - 764' 9 3. 5915 2t743.91 W-615 Monroe Avenue N.E . (North portion) - Hilltop 19f858,60 i Total Amount Oun 27�389.28 I I CUSTOMER COPY CITY OF RENTON INVOICE FINANCE DEPT. - 200 MILL AVE. S. RENTON, WA 90M I FOR INFORMAYWN CALL . f 10/18/d5 046032 252 11 /07/85 Finance Dept. C206) 235-2607 I f Mr• Bill Belmondo c/o Renton School Cistrict 4L5 Hain Avenue South 1 Renton. WA 98055 Bag I f Oavelopment Costs for Additions and Modernization RVTI at 3000 N.E. 4th Street WATER Area: 750i764.5 square foot Less: 6�850.0 square foot Horticultural Building Loss: 150.OU0.0 square feet Power Linn Esmt. Tota1: 593.914.5 square feet S 10.04/square foot 23.756.5L SEWED. Area: 750o764.5 square feet Less: 15CPU00.0 square feet Power Lino Esmt. Total:60Uo?64.5 square foot a 10.0-/square foot 24,030.58 Totrl Amount Due 47,787.16 CUSTOMER COPY W-r25 GARDNER ENGINEERS,INC. Mortimer H.Thomas,P E CONSULTING ENGINEERS s SINCE 1883 .. Thomas P nmmorna,PE. teorara J Locke,P.E. SUITE 300 a 2124 FOURTH AVENUE Seattle, Washington 98121 (206)728-1883 OCT 9 1985 Ms. Arlene Haight October 8, 1985 City of Renton Department of PuLlic Works File: 5172 200 Mill Avenue South Renton, WA 98055 Re: R.1i.T.I. Utility Fees Dear Arlene: Per our 8 October 1985 telephone conversation, the following fees are due from R.V.T.I. : N.E. 4th 911.88' @ $5.25 = $ 4,787.37 Monroe Avenue South portion 764' @ $3,5915 = 2,743.91 North portion = 19,858.00 System Development Fees North of North line of 10" W.L. easement Water 750,764.5 Sq. ft. @ $0.04 = 30,030.58 Sewer 750,764.5 Sq. ft. @ $0.04 = 30,030. 58 Less credit for Horticultural Building -168.45 TOTAL FEES $87,281.99 Very truly yours, Mortimer H. Thomas, P.E, Principal MHT:aa cc: Dennis Kabba The Campanella Group ENDING, OF FILE FILE TITLE VT l phase / wafer � Ean Encj � i� eer � n9 to0.�er rojeC�