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HomeMy WebLinkAboutPermit 1668 - Time DC IncDATE OF ISSUANCE 26 March 1979 EXPIRES 23 July 1979 JOB ADDRESS 12845 48th Avenue South LEGAL DESCR. LOT NO. BLOCK TRACT EX SEE ATTACHED SHEET OWNER Time — DC Inc. PHONE 433 -6161 ADDRESS 12845 48th Avenue South ZIP 98188 CONTRACTOR Davis Construction Company PHONE 783 -5959 ADDRESS IZIP 6425 212th Southwest Lynnwood. WA, 98036 LICENSE NO. 223- 01- DA- VI- SC *258LW SST NO. BUILDING USE Trucking main office & Garage CLASSQ Install 10 additional 20,000 gal. diesel ❑ NEW OF W Cl RK ADDITION ❑REMODEL ❑REPAIR ❑OTHER (Specify) tanks VALUATION $148,000, I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND THAT I AM AN AUTHORIZE EN FOR TJiE PROJECT. A.v( e.(S; 4, �-( w 1� � �� OWNER /AGENT SIGNATURE / 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board nail- complete and/ slope and /or foundation and nailing OK framing ing OK or OK to occupy BUILDING PERMIT CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 PERMIT / ‘IS) NUMBER THESE INSPECTIONS ARE REQUIRED BY LAW FOR INSPECTION CALL 433 -1849 BUILDING OF ICIAL, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING DATE OF ISSUANCE 26 March 1979 EXPIRES 23 July 1979 JOB ADDRESS 12845 48th Avenue South LEGAL DESCR. LOT NO. BLOCK TRACT cif SEE ATTACHED SHEET OWNER Time - DC Inc. PHONE 433-6161 ADDRESS 12845 48th Avenue South 'ZIP 98188 CONTRACTOR Davis Construction Company PHONE 783-5959 ADDRESS 6425 212th Southwest Lynnwood, WA. ZIP 98036 LICENSE NO. 223-01- DA- VI- SC *258LW SST NO. BUILDING USE Trucking main office & Garage CLASS OF W RK Install 10 additional 20,000 gal. diesel ❑ NEW 0 ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) tanks VALUATION $148,000. I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE ' • MET, AND THAT I AM AN AUTHORIZED AGENT FOR THE PROJECT. .,� /ti.4. 1 Y, ./ / ( /. fit 4.�..r OWNER /AGENT SIGNATURE 1. Driveway 2. OK to 3. Roof . 4. OK to 5. Wail- I. or S approach and slope pour footing and /or sheathing and nailing enclose framing board nail- ing OK complete and / or OK to 1 ^ ,f foundation OK occupy . ?-4 ' # BUILDING PERMIT ( CITY OF TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 PERMIT j c NUMBER THESE INSPECTIONS ARE REQUIRED BY LAW /‘sY' FOR INSPECTION CALL 433 =1849 -I mo 1 - BUILDING OFFICIAL CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING DATE 3 ... ZZ -•7 I )PERMIT NO. WHEN VALIDATED EXPIRES JOB ADDRESS /2134 40 ,jcL. /-{ LEGAL DESCR. LOT NO. 60F 4-r -, ,E 0 BLOCK TRACT SEE ATTACHED SHEET OWNER TiME•' D �. //VC PHONE 433. 6 /G/ ADDRESS ! 2 *54r 4 cj 74 '4or. 504. T /-{ ZIP 7E,/815 CONTRACTOR DA ui 5 Co s�-AD,./ v C l PHONE 7g3...5-57y ) ADDRESS (.04 z z,z rtri 5 'GL> .4A/A/ /S,. ZIP 96, LICENSE NO ZZ 3 .. eV - D A `v/ - 5G * ZS Gw SST NO. BUILDING USE T',�L/GA/•4 /IA-/A1 e; %/G{'r i�/.I. TENANT C&'1e/ CLASS OF WORK /'v -5 r,4 . ( - ! O) ,4DpiT Zo, enoc1'/�,, LG. vN C� , b /'Ff .. T' ❑ NEW A ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION PLANNING/ SEPA ".5 / L - BOND OTHER / /416,ns.C•, NAME OF APPLICANT (PLEASE PRINT) " D 4 u` L. p.<f'Sp7LtsGy7o" �/r'I �J4ZG/a /-f02 / / ADDRESS (v4 z5 - ?/27' 5 1 1- 2 L- Cf J ktA.i It" c'u0 4.r, .- gtcp 5 L PHONE 7Q5 -5 1 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. DA..V /- G' ©AfSr. Go- I. J/e SIGNATURE OF A• •LICANT M 1 APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE SerS J ' RECEIVED CITY OF TUKWILA l'::!1%) i J ,1 �,9 BUILDING DEPT t" .3 % cD � '-" TYPE CONST. OCCC�. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS RED. .�f / " ' R IA/t/e--- ■ M I ❑ YES NO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING j ), , °; 0 FIRE DEPT. �/ / .8 '� PLAN RVW. 1 '-/ .1. o ci DEMOLITION PLANNING/ SEPA ".5 / L - BOND OTHER PUBLIC WKS. TOTAL 5 ? 'r/ , d r, RECEIPT NO. COMMENTS: APPROVED FOR INSURANCE BY: 5 I '7 136 45 acs M 1 APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 DO NOT WRITE BELOW THIS LINE SerS J ' RECEIVED CITY OF TUKWILA l'::!1%) i J ,1 �,9 BUILDING DEPT t" .3 % cD � '-" Legal: See attached Owner's.Valuation:' $148,000.00 SCOPE OF WORK: To install (10) 29,000 gallon UL underground steel diesel fuel tanks; ''with reinforced concrete cover slab. OWNER; : Time -DC ,. Inc, 433 6161 Davis Construction' 'Co.: 6425:: `212th. SW` Lynnwood. WA 98036: 783 ` 59,59 ONTR :. License : DA -VI -SC *` _ 258LW I )I •. ' C'; I I' 110 N1 That portion of the Stephen Poster Donation Claim No. 38 and of the C.C. Lewis • ):)nntie)n c :laiiu No. 17 and that portion lying between the present river bank'and he northerly houndary of said Lewis Iko'Ration Claim in Sections 10, 1 1.14 and 15, ownship 23 North, Range 4 East. W. M. ;described as •follows: - - Commencing at a point which bears North 40 "01'05' West. 920.15 feet from a rr.>nument at the point of intersection of a curve on the centerline of the 1)uwamish- te nton Juncti Road._,sa id point of intaraCCtr n'heing approsin fiely-'1 ',fetWaitt *tid' cet' so'ith of the quarter corner rbotween•saWd• ct1one 14yand 1 4��24 West 135.00 feet a mn a line parallel to and 150.00 ket .nd.rthcaste ri y of the centerline ►f Said - 1)uwamish - Renton Junction Road, to a point which bears North I5'" :ast, l9 17 feet from the point of curve on the Centerline of the said 1)uwamish- • . tenton Junction Road. said point of curve being approximately 12(X) feet North and 440 cer West of the quarter corner between, said Sections 14 and 15; thence South 10 16'00" West 20 feet to the northeaster y.margin of the right -of -way of the Puget; 'surd Elect ric Railway; thence North 49'24;00" West along said right -of -way, • /80.29 feet to the True Point of Beginning' of this description; thence South 49 '24'. :ast -100. (10 feet; thence North 40 °36' East 70:10 feet; thence ,South 49 ;47.20 feet: thence North 40 16' East 1201:00feet; .thence North 49'24'Weat 23: eet; thence North 40 ° 36' East 43.37 feet to 'ari: i ron pipe, on the top of the left bank )t' the rwamish !liver; thence continuing•No • fh rth40 ° 36'East 28 feet ; ' more or less L . ;) the appa rent line of vegetation of said left: bank; thence westerly , southwesterly lnd northwesterly along said line of vegetation to a point.which bears North.4Q' �(i "East from the True Point of Beginning; thence. South' 49°36'. West 30 .feet ore 1r less, to an iron pipe on the top of the left:bank of the'r)uwamish Rive m r; thence' •anti nu i nil South 40 36' West 11.96. 46 feet to the True Point of Beginning. XCi. IM All that portion lying within a'.strip of land 20t) feat wide lying..southW If and adjacent to the following described roadway` centerline of the :'steel 1fl 1 4t'icdge : revetment. Commencing at a point which is South 26 10" East. 2827, ;20?feeti '.more 1r less, fmm the west quarter cort:nero•Seption 11, Township 23 North, l�ange... ?ast, W. M. , said point being engineering P. Co, :3 + 39.5 ► of King - County . ;urvey No. 14-23-4-14, thence South 261) East. 00 feet'to the'-Potnt; of teginning; thence North 26'05'40" West 10oAKY • thence along the arc of :a :urve to the left having a radius of 63154.62`feet distance.of 712•:•39 feet, thence 4orth 89 '47'26" West 184.91 feet, .there along the arc of a curve -to their right - having• - • • radius of 50.00 feet a distance of 86.93 feet, thence North 9 24'29 "• lEost X43, 70.. " r'et, to a terminus station 28+9Q.92 of. "x "line of State su rvey f-or , f Steel 11111 Bridge. ;t'BJECi' '1'0 : An casement for maintenance and rcpitir which is 30 feet wide lying ;outhwesteriy of and adjacent to the above described 200 foot wide strip. i'OGE'i'i I1ER 11 ITI t• • A perpetual easement for road purposes over and across a srk ip. of land a rticula rlv described as follows: Beginning at a' point Which bears NO'tth: 40'0I' 15" West, 920.15 feet from a monument at the point of intersection of a .cu the on the : enterline of the. Ihiwamish- Renton Junction Road, said point of intersedtion being approximately 1 000 feet east and 20 feet south of the quarter corner between" 'sections 14 and 15, Township 23 North, Range 4 East. W. M.,:..thence North. 49`• !4'00" West 835.0() feet on a line parallel to and ..150.00• feet northeasterly of he centerline of said 1)uwainish- Renton Junction Road;.thence North 40'36"'', East 883.10 feet: thence North 40 '24'West 16 feet; thence South 40 "36'West 1903.10 eet to the northeasterly margin cpf the .Puget Sound Electric Railway right -of -way; hence South 49 24'East along said northeasterly margin 85'1. feet;•thence North 40" ;6' East 20 feet to the Point of Beginning. This easement to remain in effect as long it exists. . • 1)GE]'IIER WITH I : all appurtenant- easements and rights -of -way including. without" imitation, all private roads and all easements appurtenant to the above described' property ranted to sellers by Seattle City Light. DATE 3 _ 2 2 -•7 I 'PERMIT N0. WHEN VALIDATED I EXPIRES JOB ADDRESS / 2 i 3 4 5 - 48 ri5 ' 4 5oe. r/{ LEGAL DESCR. LOT NO. S IFrCNE i> BLOCK TRACT L'7 5EE ATTACHED SHEET OWNER T /b b C /NC 1 (PHONE 433- G /G/ ADDRESS / 2 ,4 f 4 itt 406. $o 4 . r /-{ ZIP ft/ CONTRACTOR DA„ (11 S 6O/C/ Sr/Zeeer7or Lc7 PH 7 g 3 - C95 - f ADDRESS &.4z r Z/Z ,- /•f j -t.> .G y h/N4Ved fl Cr(JA. ZIP 5,6 034 LICENSE NO ZZ 3 _p/ _ DA . - SG * ZSd 44_, SST NO. BUILDING USE roe/G ,./Nr / '94..A/ B -p .1 624,44 atf. j TENANT c4,- /4,e. CLASS OF WORK /Ns rde _ Cl o) A - bPi r/or"�. ZO, 00c) li/s. of-4 U . b% I' . �,��/ f 0 NEW A ADDITION 0 REMODEL ❑ REPAIR O OTHER (Specify) BLDG. AREA 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION DEMOLITION PLANNING/ SEPA BOND we /946,j NAME OF APPLICANT (PLEASE PRINT) DQv` -.60/411T12.40G470e o tel-1 7 .4Z.GA4i -F0II. ADDRESS (4Z - Z,Z 54a ,,,,,, .,e,„, L�, 91505G. PHONE 7e3 -5 .r? I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT AND THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. DAL(>/ pitf'r• Go. ii jrG��c��7e---t SIGNATURE OF A LICANT APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 RECEIVED CITY OF TUKWILA BUILDING DEPT. DO NOT WRITE BELOW THIS LINE TYPE CONST. OCC. GROUP OCC. LOAD FIRE ZONE USE ZONE AUTO SPRINKLERS REQ. A A A14-- O / II • YES )ii(NO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE BUILDING j g, O O FIRE DEPT. _3( . Z Z PLAN RVW. % '7 •i, o O DEMOLITION PLANNING/ SEPA BOND OTHER — PUBLIC WKS. TOTAL ~ c ? ? , n c, RECEIPT NO. , COMMENTS: APPROVED FOR INSURANCE BY 5 rig. c �" 1 36 85 APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433 -1849 RECEIVED CITY OF TUKWILA BUILDING DEPT. DO NOT WRITE BELOW THIS LINE • Eb4E QF_.. 3G6. ('S )0 2 6A1. 00 DIESEL. TA ' L 7 L_ I VET _ •r•1 0 o ol f 2 "S1P/ W I — —I .tl-._ N, 4 OHO f 0 P1loDu6r LiAIES T. MAI41IFOLD APP raemli( paNp 0 N 4) E.crO' wit c G C'C/S %���._ .. 2. V6 T 0 t? F- 1/AvDe R(IouEey 0 • I -- - �� :1 • 1 A PN4 p V-.i _ /oM De Esdt EX snN4.. /OH i MA A ::D .D 1 w.:Jrt.' ,,L- .:. •..11 N :..D:: E '. `G,.. Al 0 ONT. D / E '.S . E L. . : T_O_i2 I,!► c E : TAN/€5 ton N& ) £Mr%e ..0 ci4l'Sr &r; v• 4 z I FILL. V .`• ..\i C> �- v� Poe �°. RF1ouE(y ruis/ue pi N v. ©0 I N R — ___ _ ___ _ _ 1 n — -�- ULT LOU'S .TL MAAJIFOCD ...Elmo amgeMo Oe ,4 5 P /4 A 4 7 D I . Exl. r. v4 - / &A1 n —J . 'MANIFOLD ExlsoN4 Isca•JOS kIoSK - U 1 ES EL 01 'PUMP 11 0. 0 E X ; I . s T / A / 4" . e o N e e E T e ''.sr%& C. T✓irA' / fie - - f or A( .pr-t, ssc, tes 71" p-,-0r- Co v-er / I RECEIVED CITY OF TUKWILA )44 2 1979 BUILDING DEPT. az R� BY MAR 2 2 1979 TUKWILA FIRE PREVENTION GUREAII CITY OF TUKWILA . c U LD!NG CEPARSI#ENT` A PP.R O V -ar FOR CON'��'xUC TO COR:ECfLQI KOT!D' 12E'6 ,.; • DATc IN TIi PU UC WORI(S.I UIIJING�M I MO /e. T/I : :4.:Q _D .1. T1. - 0.N . A _L . ..' . I./.. Kl f .1 `.::4':i . Gi.!!,',VL:/a : .C':GNTR4.f'T...0g D4Vl.S.:..`. C.OAl $ ritzier ioA ex": .... D :/ E ' . E.L......:5 'T. :Q....R. 4 :6 ..E, .1 .A,A1. K.:S ... . 6 7 . ' zr .2rA' x ...:2/ ,. .44 :. _ 5,5' 5 Y. C: Sr 043 ijrCR 00 o X 3.23 4' 1 } . � 1 or; ` "19 dose Jr. 0 { 205 /,S" '.C.A? So.00 22Q /a. Sr , 00.0 22( 6.1 • ". 1 0 0 . 00 r 6 ARC! G 5 365' a" {/C, P, s= .OQ: • K [:Co n c ..l, 003 "'" • .0 L. • • . • , • Mb OW • • . . • •■ . Garage Cal I int /G 4/1' 10: 6 P/ - AAP/ 4-4,,,ock 'NAT. ofsfitt. o OA C " 4 Ik /5 Oa" 0 Cenci Slab- 1, i L") so! 6 A R A 6 er VC, .003 , / ..... \ c - 4:2 I-, c . .1 1 f a b .- tt!' . ' 0 4 Q. 0418 5:°°— 4) / — Z /CI J. \ k\ 1 28o 49 ,ec....P sir, ao‹e 220 24" ,f C., , s r:,ao il, go \ P) 5' \ N •■• • 1 1.6 A 7 •v ^ r/,wR*IRVINE r•1•• r.o• 1.4• — ...Set"' roll" IOW _ r4r "C" Pump Lent "D" Kemple Coro 0601 5 0601 IH- 0609 3 0709 0101 1101 S 6 7 "E" Rite, Length IO 10 7 6 -Y6" -• -.. "C" Pomp Length '0" how to Covet ICI° 0701 .. 5 _. 14 0001 S 14 0901 4 I f 1101 "E" Riot Length 1 6 16 ' j: -0" - - -- "C" harp L.Iplh - • •'D'• Keno to Ce;et _ . _ .. "E" Cut Length 0601 0709 '- 1' 0109 - 7 j 22 0901 , 5 16 0909 7 34 1001 6 1201 $ 7 30 II 22 19 1009 II 1601 2 .4" .._ - - "E• "C" Kwp L.n01h _ "D`M to Co.., Coe* -1--- Riot - C. /■'• . -4 t 6 '• 0I0I 6 26 4 E 11 11 101 26 30 _ 4'A' C /wnp Le thy '17" I "Pump to Covet 0101 S 12 0701 7 30 1 1.11 6 7 .. "E" Riw,Length - 1 31 20 ti ISO tr X 1•V !loo IS O g t= NJ le le J 607 4" 10 1.: -1 1 11 4 - 2 SIA01 1251 4 HP- 1 31001 s y 75 E 50 0 0 rz "bV-,40 r 'I CapacHlas from 7` .. ,o Ado OPM 19 so- 1 STAG/ 25 50 75 100 125 150 175 U. S. GALLONS P11 MINUTE . + ptRFORMANCf CURVES 16010 ON • + 11MSIS PUMPING SI0DDARD SOL VENT -SP GI 0 *100131•IM1 1 1 4 - 40 to •-330 /701 Y 130 7• 47 " 170 GPM •` 1110•1•301 II4 1 4 -w ,n, - 110/301 V t 1 7.R r 60 ..'40 Gov •• 5090141.7401 1 + . - a7 .n - 177.174 4 1 300 r 40 to 17o GPM 3• 500067.•7M1 3 3 N -a0 141 - 337:771 • 7 730 3 40 I. 170 GPO • •• *700■1.14 3 7 e4 -w q4 - 370/301 Y I 373 ' 1' 1100443.701 3 1 0 .. 44 -w 1,1 - 720/1010. 3 750 I .. 1 ... .. 140007•74 I S 2 r• -• a0 Ns -3301101 1 7 I 334 3' RED JACKET WARRANTY VOID UNLESS PUMPS ARE INSTALLED WITH MOTOR STARTERS SUP- PLIED BY RED JACKET. 0 '_'410W TO ORDER YOUR RED JACKET 'SUBMERSIBLE PUMP RED JACKET 200 225 250 215 'NO 1.340 GN 3' 1, ISO G•0 • • ' I 10 100 ,• ISO GN a• PERFORMANCE AND SELECTION CHART • 1.odp \ ,Man.1aM• IYVHn4 • f W Hrarl 1 Select correct model from performance chart above. 2. Specify tank diameter 3. Specify or steel tank. 4. Specify top of tank bury depth. 453 RED JACKET GE( 1 1AL PUMPING UNIT 114,1 I. K. 4.114.14 drip. „a.la$,I..,l' ellh•r cow in IMO -1,er 7'I. ' n1 10 1•, In p .7. • . 40 Io 21u , ppn, Cnmplrt• urns. l u,leruntr•. I ll Inc 11.1,1 MOTORS •wp1 ,. I. 41:1 :0, .. h..m,l the, ph... .l .344 d• :Ia s..11 not ,'1,• , pool lm11..1, 1,.1, 41. I'r.r Uo.• thrvu:n t,,.,L,, err h,hIL .11nm \I m•1 •, r .,11,•1 r. •Iaodo• ..,1 h,., ,o It OW •to 111111.. 1. 0 1011• . u, ,.H ,n I p1•. 1141. lode 111, ELECTRICAL CONTROLS, SINGLE PHASE - -On •.,, le Phan unto a p eneul purpose ron IF 11•4 0 furm,h•l wnrsininp nun, p rapatdnr. running spar,• No. 60277 Manneis Ihninn[ulnr m shapper this man. hole :soul 11.41P1 111•l hr weld„ 1 .feel designed to carry Oh. , iglu of fulls Imdnl Intrusions The manhole is Pr deep end Imo a telescoping inner IIner which intends Its depth to 00' Yu, 60.127 7• 'lr's O's Id' Shipping Weight 47 pounds • Olpl e,nal Amway -- Extra 4 I 1 N D,IG ARQINO OABOUM r --- t --- 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150 160 GALLONS PER MINUTE 1. Characteristics curves showing 1 /2, 3/4 2. Piping pressure loss — 125' of equivalent and Ph H.P. pumps, each operating 2" pipe and fittings. individually and as two manifolded 3. Curves are based upon use of a typical together. automatic nozzle at middle setting 11 INFORMATION { .1•1,1,1 for , I, • tt■A 0n,. ELECTRICAL CONTROLS, THREE PHASE 4 . .: • p1,n ruk a p100101 I,•f..r - 131tnr111 .103104 oelk .u ,.• .,d pr, u•rbn 1•I push 1..e�, . , Snnplow,r 74.,•7 rr,r •4c, • .lo,. 14 PLUG.IN DESIGN •:41,11 pump 'moot 0•., m:.., ,al from e,• 1' r. +l cne . ilh 1•1 I1,4 11e ,,, mp 'I, •, I no,. lead. FULLY EIITRACTIELL - `onus r of in•tailaln .. ,.al VII/11.1 . a11.r •r1•.• .o ✓,:.. r n -11.1• vine ra131 old. 11oo.,' _ . rrrvd • RED JACKET P33R1 1/3 H.P. P7551 3/4 H.P. P15051 1. H.P. Table of dimensions RE JACKET A w I , 14,1 2,o It 1 oil 01411, how• . rr• thlh • 12 " " m44' hIr •• n,olmd 11111.14N AIR ELIMINATOR I 0' tole Dorf 4.0 „ 110 r „d for .lparur lank r■pe air 11111,11a1o, BUILT•IN VALVES • .ill Ion, t.or „t 44,4+ stub a, .hr,I, 50100. ,.• 04111,1 etp•llalnn relief .31,.. •ryr1,m' ,-ahr +141 or r•Ilminalnr e 1111111 m114 poop ,lI•rharpe el•h OUTLET CONNECTIONS -• Two 1” dl. huge outlet. a,4 fun 0,•10,1 Il + , +parr. Top H nm 104 a 11rl ha. II , ''roll• e •111m I•, + lonmludate 10,1,100 , . , nMUn11p •r1r• la 10431,11, SERVICEABILITY - Emir. unit de4410,1 for r+.. of .rnhr no lhr and pump selection • 1 2 a 4 6 6 7 6 9 10 11 1� 14 15 16 17 18 20 52 23 24 25 27 36 29 1 70 32 33 34 36 7e 37 as 15 40 42 43 44 46 N M $0 $3 54 as M M So i! N M N 70 71 30' 0,1 0.2 05 0.7 i3 1.6 2.0 2.2 2.8 37 4.2 4.7 36' 0,1 0.2 0.3 0.5 0.7 1.2 1.6 2.0 2.6 3.6 4.2 4.5 6.1 7.5 8.2 42' 0,1 0.3 0.4 0.7 1.0 1.4 1.9 2.3 3.1 3.7 4.2 6.1 6,0 7.6 8.3 173 11.1 12.1 13.0 1124 Elliott West, P 0 Box 9039, Seattle, Wa. 98119 (206) 285-2610 Toll Free: Washington (800) 522.7132; Ore, Ida, Mont, Cal, Nev, Utah, Wyo, (800) 426.0224 STANDARD TANK HEAD CAPACITY CHART 1'olurnes in U.S. (;alhws at Various Ihq:tiw for .1.S.lI.I'. Flanged and Iiishrd !leads INCHES DIAMETER 119 123.6 48' 54' 0.1 0.3 0.4 0.8 1.0 1.7 2.3 2.9 3.6 4.2 6.2 6.1 7.0 1.0 9.0 10.0 11.1 12.3 13.2 14.5 15.8 17.0 18.2 19.4 ACE TANK 60' 0.1 0,1 0.3 0.4 0.5 0.6 0.9 1.0 1.3 1.5 1.9 2,1 2.5 2.8 3,3 3.7 4.1 4.0 4.9 6.6 5.9 6.7 7.0 7.9 8.0 9.1 9.2 10.4 10.4 11.8 11.7 13,3 13.0 14.8 14.3 16.4 15.7 17.9 17.1 19.8 15.1 21.4 20.1 23,1 21.5 24.9 23.0 26,7 24.5 28,5 26.1 30.3 27.6 32,2 34.1 37,0 68' 72' 78' 0.1 0.1 0.1 0.4 0.4 0.4 0.6 0.7 0.7 1.0 1.1 1.1 1.0 1.8 2.0 2,3 2.6 2,8 3.1 3.5 3,7 4.0 4.5 4.9 5.1 6.6 6.1 6.2 6.8 7.6 7.5 8.2 9.0 8.8 9,7 10.0 10.2 11.3 12.3 11.7 12.9 14.1 13.3 14.7 10.1 14.9 16.5 18.1 16,0 18,4 20.3 18.4 20.6 22.5 20.3 22.5 24.8 22.1 24.7 27.2 24.1 26.9 29.7 26.1 29.2 32.2 28.1 31.5 34.8 30.3 34.0 37.6 32.4 36.4 40.2 34.5 38.9 43.1 30.8 41,5 46.1 39.0 44.0 49.0 41.3 46.6 52.0 43.5 49.3 65.0 45.9 52.0 58.0 48.1 64.6 61,0 50.5 67.3 64 . . 60.1 07.4 . 62.8 70.6 . 65.5 73.7 • 84' 90' 96' 102' 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.12 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.8 0.8 0.9 0.9 1.0 1.1 1.1 1.2 1.2 1,2 1.2 1.6 1.7 1.7 1.8 1.8 2.0 2.0 2.1 2.3 2.0 2.7 2.8 30 3.1 3.2 3.3 3.0 3.3 3.5 3.7 3.9 4.2 4.4 4.6 4.9 4.1 4,2 4.7 5.0 5.3 3.6 6.9 6.3 6.6 5.3 5.7 6.1 0.5 0.9 7.3 7,7 8.1 8.3 6.7 7.2 7.7 8.2 8.7 9,2 9.7 10.2 10.7 8.1 8.8 9.4 10.1 10.8 11.4 12.0 12,6 13,1 9.8 10.5 11,3 12.2 12.9 13.0 14,4 15.1 15.9 11.6 12.4 13,3 14.3 15.2 16,1 17,0 17.9 18.8 13.3 14.6 15.1 16.6 17.8 18.8 19.8 21.0 22.0 16.3 10.5 17.9 19.1 20.5 21,5 23,9 24.2 26 4 17,5 19.0 20.4 21.8 23.2 24.6 20,1 27.5 28.9 19.7 21.4 23.1 24:5 26.3 27.9 29,5 31.2 32.6 22.0 24.0 23.9 27.6 29.5 31.3 33.1 35.0 36.5 24,6 20.0 28.8 30.7 32.8 34.8 36.9 38.9 40.9 27.1 29.5 31.8 33.9 38.1 38A 40,9 43.1 45.1 29.8 32.2 34.9 37.2 39.6 42.3 44.9 47.4 49.7 32.5 35.3 38.1 40.9 43.7 46.4 49.2 52.0 54.8 36.2 38.2 41.5 44.5 47.7 60.4 53,8 56.9 60.1 38.1 41.5 45.0 48.2 51.9 54.9 58.4 61.8 65.3 41.2 44.9 48.6 62.2 55.8 59.4 63.1 60.7 70.4 74. 44.4 48.1 52.3 66.1 00.2 64,2 68.1 72,0 76.0 80.0 47.6 51.6 56.2 00.1 64.8 69.0 73.3 77.6 81.8 86.1 50.7 56.3 69.9 64,6 69.1 73.7 78,3 82.9 87.5 92.1 64.1 59,0 04.0 69.3 74.0 79.0 84.0 89.0 94.0 98.9 57.4 62.7 68.0 73.6 78.6 84.1 59,3 94.8 100.2 103.5 60,7 00.3 71.9 77.9 83.4 69.1 94.8 100.6 106.1 111.8 60.0 70 .1 76.0 82,2 68.5 94.8 100,8 106.8 112.8 119.8 67.5 74.0 80.1 87,1 93.5 100,1 106.0 113.1 119. 126.0 71.1 78.0 84.9 01.7 98.6 105.5 112.4 119.3 126.1 133.0 74.8 82.0 89.4 96.6 104,0 111.4 118,8 120.0 133.3 140.6 78.6 80,1 93.9 101.0 109.4 117.2 125.0 132.6 140.5 148.1 81.9 90 .1 98.3 106.4 114.6 122,9 131.0 139.2 147.4 165.6 85.7 94,4 103.0. 111.5 120.2 129.0 137.6 146.4 154.9 163.4 89.3 98,4 107.6 116.7 125.7 136.0 144,0 153.4 102.3 171.5 92.9 102.8 112.1 121.7 131.3 140.9 150.5 160.2 169.8 179.4 96.8 106,8 117.0 127.01 137.2 147,4 167.4 167.5 177.8 187.8 100,3 111.0 121.8 132.4 143.0 153.6 164,0 174,7 183.6 196.1 104,0 115.2 126,3 137.5 148,6 159,7 170.9 182.0 193.2 201. 131 143.0 154.5 188.0 178.0 189.5 201.3 213.0 136.0 148.2 160.2 172 186,0 196,9 209.3 221.7 140.7 153.6 188.2 179,1 191.9 204.7 217.5 230.3 145.6 169.0' 174.2 156.7 199.0 212.6 226.9 239.2 150.4 164.1 178.4 192.3 206,3 220.5 234.2 248.3 165.3 169.8 154.4 115.9 213,6 225.1 242.6 267.2 178.3 190.4 206.6 220.9 236,0 251.1 286.4 180.8 198.5 212.4 228.0 242.8 259.9 275.2 186.2 202.7 219.1 236,6 262.0 268.7 264.6 206,9 226,0 243.0 260,0 277.3 264.2 214.9 232.7 280.5 268,0 226.0 283.8 . 221.1 239.6 267.9 276,3 284.8 313.2 246,2 266.4 234.6 308.3 322.7 253.1 273.0 292.6 312.8 332.0 280.0 2110.. 6 834 301 355.0 .2 .1 321.8 342.1 288.0 309.6 320.7 312.2 .... 296.6 317.9 � 354 y 8.8 )82.1 .... ,� 211 342.9 2117.0 381.5 ... 351.1 378.1 401.2 164 358.4 .6 42 411. 1.6 8 403.6 431.4 .... .... 451.1 461.2 108' 114' 120'I 120' 51 ACE TANK 132' 138 144' 0.13 0.14 0.0 0.7 1.3 1.9 2.1 2.2 3,4 3.5 6.1 5.3 6.0 7.1 8.9 9.3 11.3 11.8 13.8 14.4 16.6 17.4 19.7 20.0 23.0 24.3 20.6 28.8 30.3 31.8 34.3 35.9 38.4 40.3 43.0 46.0 47.5 49,6 52.4 54,8 57.7 60.4 03.1 06.1 68.0 71.9 77.0 84.0 90.5 90.7 103.9 110,9 117.5 126.2 132.5 139.0 148.0 150,0 103.8 172.6 180.9 189.0 198.0 208.6 215.5 224.9 233.9 243.1 259.8 262.6 271.7 211.7 291.5 301.4 311.6 321.7 331.6 1 162.4 362:6 314.0 4 416,0 426.4 437.4 446.0 466.8 469.6 4110.5 502.4 513,4 524.0 ■5 7177 AC I TAN$ gli7•=Q1111. - mss ' +eN lc N' r1. TANK Yv`tY 1 1' Nf >!1 F r =,t -T. 'IUNAI.. •- M;F: WF ° EKE "•'. -'% I ik�L -u u i •rY -0 6 d Ti .,...,,, 24 WAKE MANNA.* - , bl TRIM; Go . GI-AO PEI r cz-e W / ePAR1 MN /5'NEeD 4/9D6 _. I17r /J7 /l7TTT777 /IJ;l7 /1 TJ1m lm) 71 ,1 f `7 r ;TTT . i of TuF!NE. Pu'lP --- L111 ION rR.:•)I OF r u ri l7H I - FQK '.G''i - \\N 45' '• 1 .•4�' $1.0 1 • oviger- Ice, _ w, �..._.� _.. � i:: " 4+4 a" AI114D DAD /2" D /AMETE 8 /CKEYE ,( 07/7 .3'4" Dep fic �. Icso N D R E WS TFLC 4' FILL. CAP --- oPW 1711 T s!! 11 43 4_1 . alw.as � 7 4 "Ckbaf C4N GI C /eare nce Ai - &ou Pt- 4 " F/4 . 1 ARI 111011 - Wi Alt HF. s *P MAPTOrs . Z ,?SIA LV firs . w.. AND PAD /2" OM METES!' L34./cRlEYE *07/7 3 * "AEP7f' /C /L L ,Jt f l • ANDREWS PLC 4 Fa .Z. CAP O r'w 1711 ?t* 4 I • 54/0Me/20 P7LL /WG 77/6E • 45'c'' 4 C /eatatic.! :0 AI APIIII 4 'ICka/'dIx`e CONCRETE /S4i9NO r -, CONC. s1.444 � fi rPie (TT't) 4 4" 4P9IPTE74' ANDR 19/5 7 ,C ,4G - 11OUrt,1 c , 4" F /LL / /PC fit MME /GNT, GUT 777 P /T' /,t,Hg / ' .each can i To UISP �N:.Efz / N... IOC TAM. - C/, L X MP7/f .. 0195E Z'WG. FAR INSVILLATION.1 l GON v,u i T TO PANEL. RA2Y. " VON- OReANIC Solt • F /LL ED .._ *95 5 EiY . 5# 4 j.T .OFF vA1/ VC 4 Q A /ORO I • 6095 PIPE FROM rANK 1 CONDO / r lc 70 REMOTA CoN_SOL C'' i1 NOT LE55 TN4N 0° R /SER P /PE. /e/Gio 1 /). /N 2- flt 54.45 sw/NG ': ►i' , : Thor portion of the Stephen Foster Donation (la itn No. 38 and of the C.C. : Lewis:: • Donation Claim No. 17 and that portion lying between the present river hank and the northerly boundary of said Lewis Donation Claim in Sections 10, 11,14 and. 15; 1 ownship 23 North, 'Lingo 4 East, W. M. ,described as follows: • Commencing at a point which bea rtS North 40"01'05 West, 920. 15 feet from a monument at the point of intersection of a curve on the centerlire of the Duwamish- R Ilt 011 ill lit.. 00 IZoacl, said point of interseOtion'heing approximately . Ittijeliv*AtOt - • �nd 20 feet south of the qua rte earner between •aalliPSeetione 1•8; thenear, 835.00 feet on a line parallel to and 150.00 feet northeasterly of the denWrine of said I Xiwarnish - Renton Junction Road, to a point which hears North 8144'1 •:„! kast, 194. 17 feet from the point of curve on the centerline of the said Duwamish- Renton Junction Road, said point of curve being approximately 12(X) feet North and 440 West of the quarter corner between said Seetions• 1.4 and 15; thence South .' ts ; , ' . ••. 40 '36'00 West 20 feet to the northeaster'. y'margin of the right-of-way of Puget ...:. •,. • : • .,, ,..', caiiiLl Electric Railway; thence North 49'24'00" West said right-of-way, 980 29 feet to the True Point of Beginning of this description thence South 49 24' • .,• ,,. ,.. :,... •, 00 feet: thence North 40 1-:ast 4(X) . ''36 12aat 702 10 feet; thence South 4924 East .' '....:`).',--;: , . . 5-17.29 feet; thence North 4016' East 120.1 thence North 49"24'Weilt:23 00 ...'.. .. .'''..:-•,'''... • . .• feet; thence North 40 Hast 43..37 feet to,an,Irtm pipe, on the top of the tekbank. • • of the Duwamish River; thence continuiniNerth 40'36'1 28 feet, more •, L,. to the appa rent line of vegetation of said ,left .bank; thence westerly. , southvieSterly .'.. , and no ithwefiterly along said line of Veiteitation to a point bear North 40' ..' `ri• 36' Last from the True Point of Begitining; West ao feetfmore !!1 •,;, . or less, to an iron pipe cin the of the left of 'the liUwamish River; 'thence .• .•„ ••• continuing Smith 40 3' West 1196, 46 feet the True Point of Beginning - , • • of and adjacent to the following described, roadway ce*rline of the SteeljitkOkidge Revetment. Commencing at a point which is South 2629'10" East or less, fmm the west luatter Corne,r0fAeption 11,, Township 23 North, .400 Last, W. M.. said point being engineering.atation P C. 3 + 39.5(of Survey Na . 14 thence South 26'0,49" -East1.00i90 feerba.ihe:Pe(nt Beginning; thence North 26 West 100/09.feet ..then4e alort.the dec curve to the left having a radius of 636;62 feet a distance of 712.39 feet., thence North 89 '47'26" West 184.91 feet, thence along the ayc . p,f a curve having a radius of 50.00 feet a distance of 86.93 feet, thence North 9'24'29" Iii 70 • feet, to a terminus station 28-190,92 of "x"line of State Ifighway survey of Steel Hill Bridge. St ;13J EC I' TO An easement for maintenance and repair which is 30 feet wide lying ifiiiiViciveste Fly of and adjacent to the above described 2(X) foot wide strip. • I I I DI I n VI 10 N ■■•■■■■■•••■•■■•••*•■■••• ....•■■■•■■•■••■■• 1::XCH1 All that portion lying within a Surip of land feet wide, ly,ing•aouthwit0804i*• TOCH Will i A perpetual easement for road porposesover and across a fail) of isind more • particularly described as follows; Beginning at a point which bears North 4001' 05" West, 920.15 feet from a monument at the point ofinterseetion of a ,euyve on the centerline of the Duwamish-Renton Junction Road, said p) i nn of inters0 _ z . • . • , ' • '41 . , . ;•,,t ,t 1.:( ;.\l I)I..`.0 II'1'ION That portion of the Stephen l?oster I)onation Cialin No. :38 and of the C. t..ewis nonnrion Claim No. 17 and that portion lying between the present river bank :and the nrortheHv hoi. of said Lewis ik.)nation Ciaim in Sections I0, I I, 14 and 15, ownship 23 North, it.ingc 4 East, W. M. , describec.i as follows: Commencing at a point which bea rs North 40''O1'05'' West. 920.15 feet from a 1110n1lnlenr nt the poi of intersection of a curve on the centerline of the ih(wami-slh- l Junction Ron'r said point of intet tiection'being approximately 00T'`: feet south of the quarter corne.•botween thericiir :' 8:15.00 fcer im a line parallel to and 150.00 feet nOrtheariterly of the dentirline of said 1)tiwamish -Renton Junction Road, to a point which bears No rtli kast, 199. 17 feet from the point of curve on the centerline of the said Duwarnish- Renton junction Road, said point of curve being approximately' 1200 feet I■lokth and 44,0.. leer West of the qua rtcr corner between said Sections. L4 and 15; thence. South • • 40 '36'00" West 20 feet to the no rtheasteil. y 'Margin of the right,of-way of the Puget . Sound Electric Railway; thence North 49 West said 'right-of-way, 980. 29 feet to the True Ibint of Beginning',.of this description; thence- Soutit.49'24' 1:ast 400.00 feet: thence North 40'16' East 702.10 feet; thence South 49:','24`', East 547.20 feet; thence North 40 East 120.1600 thence North 49"24'Weat23.00 feet: thence North 40'36 43..37 feet to..an,iren pipe on the top of the left bank- of the Duwamish River; thence continuing NOrth 40'3A"'ILast 28 fee4- more ot 'OSA , to. the appa rent line of vegetation of .said,leftbank; thence westerly , southWesterly and ra?rthwesterly along said line of '0's/eget:alien to a point-which bears'North.40,?' • 36 ' East from the True Point of Beginning; thence West 30 fee.Cniore or less, to an iron pipe On thetop of the teft'bank of the tkiwamisti River; thence continuing South 40 :36' West 11.9 feet to the True Point of Beginning. EXCEPT: All that portion lying within a strip of land 200 feet wide lying of and adjacent to the following described roadway centerline of the Steel Revetment. Commencing at a point whiep is South 26''29' ID" East 2827.12000,; mta or less, from the west quarter conterotleption 11,. Township 2;`3 North, itange,4 . East , W. M, r said point being engi nee ring. .tiit$(ion P. C:. 3. + 39.59, of Ki.p County Survey No. 14-23-4- 14 , thence South 26 East ,.1.00 /.00 feet 4O the Pets it of Beginning; thence North 26'05'40" West 1001 %00 feet, rhen're along the ire Of a curve to the left having a radius of 6,'36, 62 feet a 4isti ace of 712`. ,`39 feet, thence North 89 447'26" West 184, 91. feet, thence along the are of a curveto thee right haring: a radius of 50.00 feet a distance of 86.93 feet, thence North 9 "24'29" Lost:43, 70 feet, to a terminus station 28490,92 of "x "line of State Ilighwav survey fortrolocation of Steel 11111 Bridge. 't'C)(.;I."1'IiI R WITIl SH3J1.C]' TO : An easement for maintenance and repair which is 30 feet wide lying sot - " utTilwesterly of and adjacent to the, above described 200 foot wide strip. A perpetual easement for road purposes over and across a ship of gland .rnt re particula rly described as follows: Beginning at a point. which hears North 40*O1' 05" West, 920.15 feet from a monument at the point of intersection of a cu on the centerline of the 1)uwamish- Renton Junction Road, said mint of intersection being approximately 1000 feet east and 20 feet south of the quarter corner between' Stations I -I a nd 15, 'Township 23 North. Range 4 Last. W. M. thence North. 49' 24'00" West 8:35.00 feet on a line parallel to and .150.00 feet northeasterly of the centerline of said 1)uwamish- Denton Junction Road: thence North 40'36' East 1883.10 feet; thence North •tu '24'Wes.t 16 feet; thence South 4(.) "36'West 1903.10 feet to the northeasterly margin of the Puget Sound Electric Railway right -of -way: thence South 49 24' I ,a st along said northeasterly margin 851. feet: thence North 4O 36' East 20 feet to the Point of Beginning. This easement to remain in effect as long ..ti :exists, I'OC;I�'I'11l? it W f I'I ! : all appurtenant easements and rights -of -way including, without imitat a priv roads and all easements appurtenant to the above described property granted to sellers by Seattle City Light.