The URL can be used to link to this page

Home My WebLink AboutWTR2700490 811 WATER LINE @ S 5TH ST. BETWEEN W-490 WILLIAMS & BURNETT S t PRESSUkf R - PRI i FLOP - OEM : DARCY-MFISRM2N FOkMMA USE❑ FOR COMPOTINO Nf'AL LOSSES t t L t l t t t { c L' ett t ' 1 i, f _ i ... RENTON FIRF_-SMITH LOW ZONE(qWCTOR 7) F IRV AT FNNAtPLFXFS R S 6TH 1 PORWTT 11v: RHH DATF1 12/12/77 .1118( 811240.A1 A1..L DEMAND FIANS ARE MOLTIPLIED BY 1.00" t PIPES 219 MODFS 161 S(HURCF WIMPS 1 I BOOSTER WIMPS 0 RESFRk4)TRS 4 { MINOR I.OSSFS 0 PRV% 0 NOZ71_ER 0 CHFrK VALVES 0 DEMANDS AT FYIMP OR RFSFRVOIk MODES ARE WIT ALLOWED. FIN: PUMP OR RESERVOIR 3 AI NODE 10 A DEMAND OF 0.021 WAS (,)VFk. THIS WILT_ kF SE'T TO ZERO. IF YOII WANT TO GIVE ESIIMAYES OF INI'LoW. SET NPFRCI-t, THE ROOMHMESS CnFFFTCTF'NT FOR THC FOI_LIOINS PIPE IS lJORFASONABt_F: SOURCF PUMPS: NODE 2ND ORDER LINEAR SNOT-OFF SUMP COEFFICIENT COF_F'FIF:IFNT HEAD ELEVATION 159 -0.17" -13.326 378.3.8 -24.00 RESERVOTRRI NOW ELEVATION 150 193.33 30 193.13 10 19R.00 2" 74.20 1 - FLOW FROM PI"WS AND RESERVOIRS F'OUAI_S -564R.310 c ITERATION- 1 SUM OF DIFFFRENUS- 0.103E+03 ITERATION=- 2 SIRI (W DIFFERENN:ES- 0.297E+0.1 ITFRATTINN- 3 SUM OF DIFFERENCES- 0. 110F.+03 TT►RA1-TON= 1 SIN( OF DIFFERFNM.FS- 0.133E+02 ITFRATION- S SIN( OF DIFFERENCES- 0.236E+0d TTFRATTON� A SOM OF DIFFERF_NCFS., 0.386E+0t ITERATION-= 7 SIW OF DIFFERENCFS- 0.101F+00 TTFRATTON- R SIIM Of DIFFERFNN:FS-+ 0.97SF_-01 ITERATION- 9 SON OF DIFFERFNCES- 0.268E-01 ITERAIION, 10 SON OF DIFFERENCES- 0.111E-02 �-� THE FLOWRAIE 1.211 IS O11ITE DIFFERENT THAN THE NORMAI. CAPACITY 4.634 sir AS 01VEN kY THI_ FVMP CHARACTFRISIICS FOR PIIMP I IN plpF 216 ! THE PROBLEM COF(FrTLY SPFCIFIFBT .. SOINt(:F_ PlIMPS1 NODE HEAD 159 361.51 3 UNITS OF SO-IITION ARF: DIAMETERS - INCH LEN13TH - FEET HEADS - FEET ELEVATIONS - FFF:T cm SSSS FEF.FE MCC 777-17 N N W" 4v O 0 S E FF C 7 NN k / F 'F On(I SSSS FFFF_F CCCC 7 N N f DDD9, AAA TTTTT D n A A 1 D D A A V n D A A 1 D n AAAAA 1' D It A A T DDnn A A 1 LPTSPI. Vernon 100<203T1 Rmonime nn TIY7 *RIART* Iftwr SFA R.HARBRT E3107.11111 .lob OSEC710 Sen. 41176 Date 19-bee-77 13:49t33 Monit.nr CM2M•-H1L1. KI_10/6.03 VM *START* Rec"10MI. rrwwtwd: 19-Dow-77 13:49:32 File: DSKR.'OSFC7M.DATC3107e1111T I;rwwtwdl 19-ner.-77 13147/00 <155> Printed! 19-Dwr-77 13149:55 OUEt1E Switches: /Fil_F-:FORI /COPIES:1 /SPAC1Wv:l /1_IM1T:73 /NOTF: /FORMS:HORMAI. 4 ' I1� Md cF `t - f Y t O BEGINNING FILE Trng . rIL ,ry ,r Y sue, - •;," mom UTILITIlS YI �^Yw. /f/.13" EASEMENI THIS INSTMUINN[, +ode tnisjQjt'ry of t ' bg• by and between S.C.$ Holdlosit Le/d. and J ane and Ui Nus and f u Mreinalter called "Grantor(s I". and the CITY Of AEMTON, • Municipal Corporation o1 ,:Itq a County. Washington. ,rein,/ter called "Grantee". e— n VITNESSETH 1 'p That said 6rantor(s), for and fn consideration of the sus of 5 7 On ne DD/InD Milsra maid by Grantee, and other valuable considers[ on, do by p these p•e san a, grant, argain, sell, convey, and wrrant unto the old Grant**. Its successors and assigns, an eas ear nt fnr public utilities (;ncludinq water and sewer) with necessary appurtenances over, thrmagn, auass and upcn the fuliowinq described property In King County, Washington, mpra particu arty described as loliaws. •1 Beginning at the point of intersection of the SOUTH LINE OF BLOCK 28. TOWN Of RENTON 1 WISH:NOTON at the Nesterly margin of WILLIAMS AVENUE SOUTH, thence S. 1 29' Oi" W. 30.00 feet to a point lying on tim wsterly margin of WILLIAMS AVENUE SOUTH, said point being THE TRUE POINT Of BEGINNING, thence N. 88 23' 51" W. 250.35 feet; thence S. 1 29, 09" W. 10.00 feet; thence S. 88 23' 51" E. 250.3i feet; thence N. 1 29' 09" E. 10.11U feet to the TRUE POINT Of BEGINNING. SEE ATTACHED EXHIBIT I' I XI I%i TA} NOT RI i'ii r. p KmP(A NM.:"ay DU'4sn b 1• ucyry OCI UEaI.1 City of Renton, Utility Dept. PkESSURE TEST FORM tJ - �qyf�4�70 'dater Project T/ Name of Project �12�J1zSar-, so y/ ?. _ This test was taken by l"Li/1/o a/'1O,t'/ on / / _4 791 At a pressure of 200 PSI , for /,� minutes. The t^st "Felled" .( on -7 Comments:"Passed" _1lon Comments: /� �/ /S M,,W u ,7-A 5 PSI. ass SPEED LETTER r r TO:_ Fig w' - 44o -- -- DATE: JKNG 14 1 M7`i PROuECT: SUBJECT: Al;- wow»^-s or.c 4 -ken l+ r C -I rt inn..... �3LuQ fIZ J . ��,y JJG �rOCc ZS ZI4a Signed PROJECT RECORD — S C.6 k/x 0I,v4S — 5 57 (✓/`4 S NAME: PROJECT a W—4 _ REQUIRED SUBMITTALS DATE RECEIVED DATE SUBMITTED 1. Preliminary drawings • 2. Plans approved 3. Metro approval 4. DOE approval S. State Health approval (Water Only) 6. pre-construction Conference u s 7. As-built drawings �Mee -12 S. Easements recorded ur.•e wY 9. Bill of Sale NbltO 10. Pressure test it. Purity test (water onl)) 12. T.Y. Inspection tapes (sewer only) 13. Final inspection 14. Project accepted -- v s . i NODE DATA] i NODE DF.MAMD HOI_ ND. (CFfi) (OPM) ELF_V HEAH PkFRHIMM_ EI.F.V 1 151 0.013 6.03 29.00 1210.62 91 ,217 239.62 152 0.013 6.03 29.00 210.50 91.22 23Y.50 1S3 0.013 6.03 ;41.00 208.83 90.49 236.R3 154 0.013 6.03 38.00 198.29 H5.92 236.29 155 0.013 6.03 38.00 19H.21 H5.R9 236.21 156 0.013 6.03 39.00 197.21 H5.46 236.21 157 0.013 A.03 46.00 190.21 92.42 236.21 301 0.000 0.00 2H.00 99.74 43.23 127.76 159 -1.244 -S58.43 43.00 294.51 127.62 337.%l 158 5.194 2331 .28 197.00 -3.67 -1 .59 193.33 30 2.759 1238.0!i 197.00 -3.67 -1.59 193.33 10 -2.074 -930.75 1SR.00 40.00 17.33 198.00 299 7.950 356P.1S 28.00 46.20 20.02 74.20 i l G c-i ► ') Q' 1 • Y + MODE 0ATA1 _ M01fE BEMANA NO. (PPS) (GPM) EI_EV HEAD F4t88SU1tF EI_EV -_............ ------- ._...---.._--_---"-----._._..._ 101 0.013 6.03 30." 207.22 8Y.79 237.27 107 0.013 6.03 33.00 207.13 89.75 240.13 103 0.013 A.03 33.00 207.3.4 99.64 240.33 104 0.013 6.03 34.00 ?06.32 89.40 240.32 105 0.013 6.03 39.00 202.84 87.90 241.H4 ( 1OS 0.013 6.03 40.00 201.13 81.1A 241.13 107 0.013 6.03 41.00 194.72 84.38 235.72 100 0.013 A.03 41 .00 239.11 103.A1 290.11 109 0.013 A.03 46.00 241.62 104.70 287.A2 110 0.013 A.03 46.00 242.96 1Wi.24 20R.96 111 0.013 6.03 45.(HI 229.71 90.54 274.71 f 112 0.013 A.03 44.00 224.85 97.43 268.Ra 113 0.013 6.03 41.00 217.89 94.42 286.89 114 0.0114 6.03 39.00 211.96 91.0% 250.96 { 115 0.013 6.03 39.00 207.90 90.09 246.90 126 0.013 6.03 3R.00 208.90 1p*).52 246.90 117 0.013 6.03 34.00 209.25 90.68 243.25 118 0.013 6.03 32.00 208.21 90.22 240.21 119 0.013 6.03 31.00 204.32 8'7.41 237.32 120 0.013 A.03 .10.00 204.60 R4.66 234.60 121 0.013 6.03 30.00 '04.93 FA.00 234.93 122 0.013 6.03 32.00 195.73 84.82 227.73 123 0.013 6.03 32.00 203.0.8 83.26 235.AH 124 0.013 6.03 43.00 193.11 83.09 23A.11 125 0.013 6.03 43.00 193.11 811.6" 236.11 126 0.013 6.03 28.00 2CH.72 90.45 236.72 127 0.013 6.03 31.00 205.66 H9.12 236.6A 129 0.013 6.03 31.00 20ei.07 89.30 237.07 129 0.013 6.03 32.00 205.44 89.03 237.44 4 130 0.013 6.03 32.00 20R.26 90.25 240.26 131 0.013 6.03 32.00 210.33 91.14 242.33 132 0.013 6.03 32.00 212.49 92.OR 244.49 133 0.013 6.03 34.00 213.35 92.45 247.35 134 0.013 6.03 35.00 215.93 93.57 250.93 135 0.013 A.03 38.00 219.13 94.95 2157.13 136 0.013 6.03 40.00 230.25 99.7" 270.2:i 137 0.013 6.03 44.00 245.15 106.23 209.15 138 0.013 6.03 44.00 24.4.63 105.57 287.63 139 -18.345 -R234.00 43.00 294.A0 127.66 337.60 140 0.013 6.03 42.00 295.60 128.09 337.60 141 0.013 A.03 40.00 297.49 128.91 3.17.49 O 142 -1 .R11 -813.00 41.00 276.80 119.95 A17.80 e-1 143 0.01.3 6.03 31.00 285.94 123.91 .116.94 to 144 0.013 6.03 32.00 225.12 97.55 257.12 C 1,45 0.013 6.03 32.00 209.15 90.63 241.15 146 0.013 4.03 :42.00 208.6R 90.43 240.6R 147 0.013 A.03 32.00 207.71 90.03 239.77 149 0.013 6.03 31 .00 200.76 90.46 239.76 149 0.013 4).0.4 30.00 209.27 90.49 239.27 150 0.013 6.01-4 28.00 210.10 91.04 23R.10 � f f t Q .s 7 HOOF DATA: HOOF REMAND wit. NO. (CFS) (()PM) fl_EV WAD PRFSSIIRE FI_FV 51 0.023 10.30 17.00 IR6.12 H0.65 203.12 _ 52 0.023 10.30 16.00 1H7.13 81.09 203.13 53 0.162 72.80 25.00 178.63 77.41 203.6:1 .;4 0.162 72.40 25.00 17R.64 77.4t 20:3.64 55 0.162 _ 72.80 10.00 195.02 (34.51 205.02 56 0. 162 72.80 13.00 t92.08 H3.24 205.08 57 0.162 72.80 20.00 183. IS HO.23 205. 15 58 0.162 72.80 MOO 197.0;1 81.05 205.03 59 0.162 72.80 16.00 188.90 81.86 204.90 60 0.162 72.80 17.00 1R7.87 91.41 204.87 61 0.162 72.80 17.00 tR6.87 R0.97 203.07 62 0.162 72.80 20.00 183.91 79.61 20:i.81 63 0.162 72.80 19.06 186.F.9 80.99 20Ci.:19 64 0.162 72.80 19.00 187.13 81.09 206.13 65 0.162 72.60 19.00 IH7. 13 91 .09 206. 13 66 0. 162 72.80 19.00 IRR.01 81 .47 2.07.01 67 0.162 72.HO 23.00 189.19 H1.90 212.19 68 0.162 72.80 10.00 195.28 04.62 205.28 69 0.162 72.80 10.00 195.95 84.91 205.95 70 0.162 72.HO 21.00 186.26 RO.71 207.26 71 0.162 72.80 22.00 193.68 H3.93 21S.68 72 0. 162 72.80 22.00 194.94 94.47 216.94 73 0.01-4 6.03 22.00 196.62 85.20 218.62 74 0.013 6.03 23.00 195.64 194.7R 2114.64 75 0.013 6.03 24.00 194.66 H4.35 218.66 76 0.013 6.03 26.00 192.70 H3.50 218.70 77 O.V13 6.03 25.00 172.4H 74.74 197.4H 78 0.01-4 6.03 26.00 122.Wi 53-. R 14H.V3 79 0.013 6.03 26.00 93.04 40.32 119.04 80 0.013 6.03 27.00 SA.61 25,40 "Ti.61 81 0.013 6.03 29.DO 190.02 1P2.34 ;.19.02 82 0.013 6.03 31.00 108.67 81 .76 219.67 83 0.013 6.03 37.00 181 .80 78.78 21H.H0 84 0.013 6.014 3R.00 IR2.31 79.00 220.31 BS 0.013 f,.03 3A.00 106.76 HO.93 224.76 86 0.013 6.03 315.00 174.47 75.61 209.47 97 0.013 6.03 33.00 167.RR 72.75 200.88 RR 0.013 A.03 31.00 164.61 71.33 195.61 89 0.013 6.03 31.00 163.42 70.H2 194.42 90 0.013 6.03 30.00 t64.97 71.49 194.97 91 0.013 6.03 29.00 170.32 7:5.80 199.32 O 3U 92 0.013 6.03 26.00 192.6A 79.15 208.AA C 93 0.013 6.03 24.00 197.32 R5.8I 223.32 U II: 94 0.013 6.03 25.00 196.96 R5.35 221 .96 95 0.013 6.03 22.00 201 .02 97.11 223.02 96 0.013 6.03 27.00 200.60 86.93 227.60 97 0.013 6.03 28.00 199.61 HA.SO 227.61 98 0.013 6.03 29.00 19H.60 86.06 227.60 99 0.013 6.03 20.00 198.39 8%.97 226.39 100 0.013 6.03 29.00 203.8H HH.315, 232.HA NODE DAIA1 Nf)DF DFMAHD NO. MFS: MPH) Ft.EV HEAD PRESSURE EI_FU 1 0.023 10.30 26.00 171.20 74.IV 197.20 2 0.023 10.30 22.00 k75.21 75.92 1V7.21 3 0.023 10.30 21.00 17A.21 76.3A 197.21 4 0.023 10.30 20.00 177.21 76.79 197.21 S 0.023 10.30 17.00 ISO.23 7R.10 197.23 A 0.023 10.30 21.00 176.23 76.37 1V7.23 7 0.023 10.10 50.00 147.09 63.74 197.09 R 0.02.4 10.30 93.00 114.^9 49.44 1y7.09 9 0.023 t0.30 100.00 97.02 42.04 1V7.02 it 0.000 0.00 147.00 50.10 21.71 IV7.10 12 0.023 10.140 AA 7.00 60.05 2A.02 197.05 13 0.023 10.30 121 .00 7A.01 32.V♦ 197.01 14 0.023 10.30 132.00 64.71 28.04 196.71 15 0.023 10.30 117.00 79.71 34.54 196.11 16 0.023 10.30 106.00 90.90 39.3V 196.90 17 0.023 10.30 103.00 93.74 40.62 196.74 1R 0.023 10.30 1011.00 90.29 39.13 196.29 19 0.023 10.30 91 .00 105.31 45.63 196.31 20 0.023 10.30 92.00 104.210 45.15' 196.20 21 0.023 10.30 64.00 132.07 57.23 196.07 22 0.023 1C.30 90.00 106.04 45.95 196.04 23 0.023 10.30 t14.00 02.28 35.65 1V6.28 24 0.023 1C.30 1's.00 109.22 R:?.00 201.22 25 (..023 10.30 11.00 191.30 92.H9 202.30 26 0.023 10.30 tt .00 191.3) R2.91 202.34 27 0.023 10.30 11.00 191.35 92.92 202.35 2R 0.023 10.30 It.00 191.35 82.92 202.35 29 0.0Y7 10.30 1?.00 1VO-40 82.51 202.40 31 0.162 72.HO R7.00 113.25 49.07 200.25 32 0.162 /2.80 40.00 160.65 A9.62 200.65 33 0.162 7?.80 28.00 172.05 74.01 200.6`i 34 O.IA2 7?.90 2R.00 172.A4 74.Ht 200.64 35 0.162 72.40 30.00 179.15 77.63 209.1S 36 0.162 77.80 27.00 177.71 71.01 199.71 37 O.1A2 72.80 24.00 179.60 76.09 199.60 38 0.162 72.00 1V.00 100.64 78.29 199.64 39 0.IA2 72.80 17.00 IR2.72 79.18 199.72 40 0.162 72.80 19.00 100.92. 7R.40 199.92 41 0. 162 72.R0 19.00 tH1 .15 '/6.50 200.AS 42 0.162 77.80 24.00 177.60 76.96 201.60 4a O.IA2 72.00 23.00 170.94 77.94 201.V4 C ... 44 0.162 72.00 20.00 IH3.81 79.65ILM S'03.Rt 45 OA A2 72.80 21 .00 182.52 79.09 it 46 0.023 10.30 16.00 IH6.8% 90.97 20:1.52 202.RS S2 47 0.023 10.30 19.00 183.R5 79.67 202.R5 48 0.023 10.30 19.00 1143.89 19.69 2"...R9 4v 0.023 10.30 15.00 107.SH fl1.29 SR 90 0.023 10.30 17.00 196.12 80.65 203.12 ..� PIFF. DATP.1 ------------------------------ PIPE "ODES I WAD HLOSH MO. FROM TO 1_FkOTH VIAM COFF FLOW kATi_ 11EL(WITY LOSS /1000 199 145 146 300. 12.0 .161200 63I.OH 1.79 0.47 I.SA 200 146 147 SOO. 12.0 .061200 6H1.98 1.93 0.91 I .t1I 201 147 14H 400. 12.0 .019200 H14.9H 0.24 0.01 0.03 ` 202 147 149 250. 12.0 .061200 715.59 2.03 O.SO I .9y 203 14R lost R50. 8.0 .019200 77.9f, 0.SO 0.1S 0.17 204 149 150 600. 12.0 .061200 709.5A 2.01 1 .t8 1.9A ` 205 151 1%2 1300. 8.0 .019200 71.92 0.4A 0.12 0.IS 706 15O 153 ROO. 12.0 .061200 636.43 I.t11 1.27 I.SR 207 IS 1". 400. 4.0 .OHHHOO 6S.89 1 .68 2.67 A.A6 ` 208 15:4 154 3SO. 12.0 -0A120O 6:12.SS 1.79 0.55 1 .56 Y 209 154 125 ASO. 12.0 .OA1200 351.52 1.00 0.17 0.49 Y -10 155 174 350. 12.0 .OA1200 25A.91 0./3 0.09 0.27 -11 154 155 100. 10.0 .061200 275.00 1.12 0.0H 0.7y 117 155 ISA 150. 12.0 .0612.00 12.OA 0.03 0.00 0.00 113 156 157 2800. 12.0 .028200 A.03 0.02 0.00 0.00 214 141 142 600. 8.0 .076200 963.73 A.I`S 19.69 32.02 Y 215 139 140 300. 12.0 .07A200 :43.0I 0.09 O.00 0.01 2118 159 141 NO. 16.0 .076200 SSH.43 0.89 0.01 0.29 Y 299 Hp 299 10. 6.0 .010200 356H. 15 I0.1y 11.41 1141.24 Y 301 H7 301 300. 4.0 .17H2O0 344.24 8.79 7-14.12 243.74 302 301 NO .400. 6.0 .010200 1!40.39 14.07 42.14 140.4H tD . r P1PF DAIAi PIPE MOWS WAR HI.OSS NO. FROM lO I_ENRTH D1AM COE'F FI.OM RATE VEL(IrITY LOSS 7INw * 149 I10 109 IOO. IA.0 ,074200 3752.29 5.99 1."'i 12.40 ■ 150 139 1f0 900. 16.o .076200 7R16.64 12.47 40. ;4 54.1S * 151 13R 109 400. 6.0 .178200 11.87 0.13 0.01 0.04 * 152 13R III 800. 6.0 .178200 266.53 .1.02 12.Y2 16.IN 153 110 111 300. 12.0 .022200 4058.33 11.51 14.IS 47. 17 1 154 111 112 100. 12.0 .022200 4526.51 12.84 5.87 511.68 • 155 336 112 525. 8.0 .01Y200 32H.75 2.10 1.41 2.68 156 113 135 525. 6.0 .01Y200 171.97 1." 1.76 3.36 ! 157 112 113 250. 12.0 .022200 3729.47 10.5R 9.96 39.H:S 159 113 114 300. 12.0 .022200 3017.30 H.S6 7.93 26.44 159 114 134 525. 8.0 .019200 42.S8 0.27 0.03 0.06 1 * 160 133 115 525. 6.0 .17F200 60.4A 0.69 0.45 O.R71 161 114 )IS 300. 12.0 .022200 2151 .62 6.10 4.06 13.52 162 115 116 100. 24.0 .019200 90.26 0.06 0.00 0.00 1 163 1IS 117 350. 12.0 .022200 10R6.29 5.15 3.65 10.42 * 164 132 117 550. 6.0 .019200 139.63 1.54 1.23 2.24 165 117 11R 300. 12.0 .022200 1861.70 S.,!H 3.05 10.15 * 166 130 ISR 550. 4.0 .019200 8.74 0.22 0.05 0.10 167 118 119 300. 12.0 .022200 1812.96 5.14 2.R9 9.63 * 168 129 119 550. 4.0 .019200 13.83 0.35 0.12 0.22 169 119 120 300. 12.0 .022200 1750.15 4.99 2.72 9.06 * 170 127 120 550. 8.0 .022200 3144.20 2.45 2.06 3.75 • 171 121 120 900. 12.0 .022200 337.08 0.96 0.32 0.146 IN 172 123 121 250. 8.0 .022200 343.11 2.19 0.75 3.01 * 173 174 122 900. 6.0 .061200 247.23 2.H1 8.38 9.31 * 174 125 123 900. 12.0 .061200 349.14 0.99 0.44 0.4H 178% 174 1245 100. 10.0 .061200 3.64 0.01 0.00 0.UO * 176 153 126 900. 0.0 .022200 63.73 0.41 0.11 0.12 177 124 127 A00. 9.0 .022200 57.70 0.37 0.06 0.10 * 170 128 127 ISO. 8.0 .019200 332.52 2.12 0.41 2.74 * 179 1" 178 200. 0.0 .019200 271.45 1.73 0.37 1 .84 * IR0 IS0 129 1000. 6.0 .176200 67.10 0.76 1.02 1.02 I * )81 130 129 300. 6.0 .019200 291.31 3.31 2.R2 9.40 * 1F12 131 130 200. 6.0 .019200 306.08 3.47 2.07 10.36 * 103 132 131 71". 6.0 .019200 312.11 3.54 2.15 10.76 1 184 132 147 150. 4.0 .178200 123.62 3.16 4.71 31.43 * IRS 133 132 350. 8.0 .019200 5R1 .39 3.71 2.86 H. 17 IRA 133 146 1000. 4.0 .1711200 S6.93 1.4.9 6.67 6.67 { * IR7 134 133 300. 8.0 .019200 704.81 4.50 .4.5% I1.Y3 1RR 134 145 1000. 0.0 .019200 637.11 4.07 9.78 9.78 * IR9 135 134 300. 10.0 .109200 1305.37 5.33 A.20 :20.67 1J ! * I" 134 135 250. 8.0 .109200 1145.46 7.31 13.13 52.50 W * 191 143 134 S50. 4.0 .109200 225.65 5.7A 4A.69 84.89 * 192 137 136 300. 0.0 .109200 17..54.58 8.01 ia.H9 62.914 ! 193 137 138 100. 6.0 .109200 284,43 3.2.1 1.52 Ali.AA * 194 139 140 100. 24.0 .076200 304.3`, 0.27 0.00 0.02 1" 140 141 150. 12.0 .076200 411.33 1.17 0.11 0.71 ! * 196 142 137 300. R.0 .109200 1545.04 9.13A 11+8.6A 93.52 197 142 143 400. 9.0 .109200 231.60 1 .48 0.86 2.15 14R 135 144 1000. A.0 .019200 6.03 0.07 0.01 0.01 ! wT Y - 4y�pipMMltlf.>. f i PIPE DATA:--------------------------------------------------- ' PIPE MO11F_R 4EAR HLOSS 00. FROM TO SFMOTH AIAM i70EF FLOW RATE VFI.00ITY LOSS /1000 flt 99 90 70 Sm. 4.0 .170200 211.54 5.40 46.02 92.04 R 100 R9 79 500. 4.0 . i.79200 270.74 6.91 75.38 150.76 t 101 RR RO 500. 6.0 .178200 W3.R'.i 11.14 110.00 220.00 102 01 301 S00. 6.0 .17fl2M H9A.IS 10.17 91.26 1H2.53 A 103 02 R1 400. 19.0 .061200 189R.214 2.39 O.AS 1.63 ■ 104 R4 82 350. 18.0 .061200 2003.85 2.53 O.A4 1.92 # 105 84 R3 300. 17.0 .076200 2795.05 3.9S 1 .51 5.02 106 02 RA S00. 4.0 . 178200 99.58 2.54 10.20 20.40 . 107 R!S 84 300. 17.0 .0762" 4804.93 A.79 4.45 14.H4 109 RS 86 250. 6.0 .178200 S1R.60 5.89 IS.29 61 .15 f 109 107 RS 600. 17.0 .074200 5329.64 7.5:1 10.99 1H.26 k I10 106 86 600. 4.0 .17R200 160.16 4.09 31.66 1;2.7A 7R III 105 R7 A00. 4.0 .17R200 192.19 4.65 40.97 AR.20 112 06 87 300. 8.0 .17R200 772.39 4.93 H.60 213.66 113 87 RR 300. R.0 .17R200 604.32 3." 5.26 17.54 • 114 104 RR 600. 6.0 .17R200 572.5`: 6.50 44.70 74.51 115 0R R9 150. 6.0 .170200 186.90 2.12 1.19 7.95 • 116 90 H9 300. A.0 .17R200 89.78 1.02 0.55 1.0:1 ' tlt 117 91 90 300. 6.0 .17R200 252.42 2.06 4.34 14.4H tR 11R 92 91 325. 48.0 .170200 355.6% 4.04 9.34 2H.75 119 94 42 300. 6.0 .17R200 441.65 5.01 13.30 44.33 170 93 94 250. 16.0 .061200 2560.26 4.09 1.36 5.45 121 93 95 500. 8.0 .016200 M.R1 0.98 0.30 0.59 # 122 96 95 700. 8.0 .612000 279.9" 1.79 4.58 6.54 k 173 97 96 250. 16.0 .0481200 235.17 0.3R 0.01 0.05 11 124 122 97 SOO. 12.0 .061200 241.20 0.60 0.12 0.24 * 125 9R 96 900. 16.0 .061204 S0.R4 0.08 0.00 0.00 1 126 1" 9" 300. 12.0 .061200 2473.39 7.02 7.00 23.33 127 9R 99 250. 16.0 .061200 2416.52 3.R6 1.21 4.85 ( t 128 99 93 500. 16.0 .061200 2719.11 4.34 3.07 6.14 �t 129 100 99 300. 6.0 .17R200 308.61 3.50 6.49 21.6S # 130 119 100 550. 4.0 .178200 62.62 1.60 4.44 R.OA : • 131 101 100 300. 6.0 . 17fl200 252.03 2.06 4.33 14.44 Y 132 91 90 700. 4.0 .178200 54.93 1.40 4.34 6.21 ! 133 102 101 ;;00. 6.0 .178200 204.61 2.34 2.91 9.70 �It 134 11R 101 550. 4.0 .17R200 51.44 1.31 2.99 5.44 fR 135 117 102 550. 6.0 .17R200 15R.19 1.60 3.13 5.69 k 136 103 102 300. 6.0 .17R200 54.45 0.42 0.21 0.69 137 103 104 125. 6.0 .17R200 23.75 0.27 0.02 0.14 1 13R 116 103 450. 4.0 .17R200 84.23 2.115 6.57 14.59 k 139 115 104 550. 6.0 .178200 279.50 2.60 A.5R 11.97 ! 140 105 104 300. 0.0 .1702O0 325.3.4 2.08 1.S3 5.0" 'c C . 141 114 105 550. 8.0 .022200 R17.07 5.22 9.11 16.`i7 1' Lr 142. 105 106 300. 9.0 .022200 303.52 1 .94 0.71 2.37 Q 143 106 107 250. 8.0 .17R200 A71.50 4.29 5.42 21.66 144 113 106 550. 6.0 .022200 534.17 4.06 17.76 32.28 Y 145 112 107 S50. 8.0 .178200 1119.76 7.15 33.13 60.24 . 146 10R 107 100. 0.0 .076200 3544.42 22.62 44.39 443.0o 147 10R 111 550. 6.0 .1714200 207.68 2.3A 5.39 9.80 �R 148 109 109 600. 1A.0 .076200 375R.13 6.00 7.51 12.52 e i 1 tea- PIPE .'44TAt «..�__.._._._..__ ..___�....__..___--- PIPE txmn HEAD 141-o R NO. FROM TO LENGTH DIAN COEF FLOW RATE M-OUTY LORR 71000 _._______._.. ..-__..___._---.__._____._ _..__._..- .•__.._.._._ R 49 AS 44 550. 12.0 .052200 10A7.77 3.03 2.32 4.22 S0 44 A2 1000. 6.0 .052200 1.A0 0.02 0•00 0.00 51 44 45 300. 12.0 .052200 ". 4.71 1.43 0.29 0.96 S2 45 4" 900. 12.0 .052?" 431.91 1.23 0.64 0.71 S3 47 448 ISO. 8.0 .046200 10.30 0.07 0.00 0.00 i >R 54 48 47 SOO. 6.0 .046200 20.A0 0.23 0.04 0.07 SS 48 49 S00. 12.0 .052200 401 .01 1.14 0.31 0161 k SA 52 49 4100. 12.0 .028200 194.69 0.55 0.54 0.13 �It 57 51 SO 1100. 10.0 .028200 10.30 0.04 0.00 0.00 Y SR F2 51 1000. 10.0 .0202O0 20.AO 0.08 0.01 0.01 59 54 92 3400. 12.0 .010200 225,59 0.64 0.52 0.15 t AO 54 53 H00. 12.0 .022200 72.80 0.21 0.02 0.02 # Al 55 54 2ROO. 12.0 .0402" 371. 19 1.05 1.38 0.49 k 62 AP 55 600. 12.0 .M0200 344.99 0.90 0.26 0.4.1 �It 63 56 5S 1600. 12.0 .040200 99.00 0.20 0.06 0.04 t 64 AR 57 15011. 12.0 .040200 148.50 0.42 0.13 0.ON >R AS 97 SA 600. 12.0 .040200 171 .90 0.49 0.07 0.11 AA 57 SR 300. 12.0 .016200 362.40 1.03 0.17 0.39 t A7 63 57 I000. 12.0 .040200 458.50 1.30 0.74 0.74 AN 59 59 500. 12.0 .016200 2149.60 0.82 0.13 0.2 69 59 42 4800. 4.0 .049200 37.42 0.96 1.09 I.R2 70 59 AO 300. 12.0 .016200 179.38 0.51 0.03 0.10 71 AO Al 600. 6.0 .049200 106.58 1.21 1.01 1.69 72 Al A2 300. 6.0 .049200 33.7R 0.38 0.05 0.10 At 73 64 63 350. 12.0 .040200 436.60 1.24 0.24 h.68 X 74 69 63 1600. 12.0 .040200 94.70 0.27 h.06 0.04 4 75 70 64 12(g). 12.0 .040200 517.77 1.47 1.13 0.94 76 64 A5 500. 12.0 .040200 H.37 0.02 0.0%) 0.00 K 77 AA 65 200. 12.0 .040200 1132.20 3.21 O.RR 4.41 k 7R 67 AA 1000. 12: 0 .046- '0 1205.00 3.42 5.1R 5.18 �Ic 79 69 AR 600. 12.0 .040200 566.29 1.61 0.A? A.A'! 4 RO 70 69 700. 12.0 .040200 733.79 2.08 1.31 1.07 �t R1 71 70 1400. 12.0 .040200 1324.36 3.76 8.42 6.01 Y R2 71 67 600. 12.0 .046200 1277.80 .4.62 3.49 S.H2 • 83 72 ?1 400. 19.0 .O:M200 2674.96 14.37 1.26 3.14 Y R4 73 72 7W. 1R.0 .OS8200 2321.00 2.93 1.68 2.40 R5 95 72 1000. 0.0 .061200 426.76 2.72 6.0H A.08 • RA 94 73 900. 16.0 .061200 2112.59 3.37 3.34 3.71 ■ R7 92 77 850. 4.0 .170200 79.97 2.04 11.14 13.1S K RR 74 73 600. IR.0 .061200 214.45 0.27 0.01 0.02 R9 74 77 500. 4.0 .170200 143.43 3.66 21 .16 42.31 t1 Y 90 75 74 400. 18.0 .061200 363.91 0.46 0.03 0.06 r - 91 7!S 7R 500. 4.0 .178200 260.36 6.65 69.71 139.42 k 92 76 75 200. 1R.0 .061200 6:50.30 0.79 0.04 O.I9 93 76 R0 SOO. 4.0 .170200 399.73 9.19 133.09 266.17 R 94 R1 76 700. 1R.0 .061200 996.06 1.26 0.32 0.46 95 77 78 350. 4.0 •179200 259.64 6.63 48.53 138. 6e 9b 78 79 250. 6.0 .179"0 725.51 0.23 29.91 119.63 97 79 RO 150. 6.0 .17R200 990.21 11.24 3:4.43 222.86 �R 9R 91 77 500. 4.0 .179200 42.27 1.0F1 1.84 3.6 r 1� � ' r i , PIFE DATA: 1 PTPF _ "MISS _ H( AD HtOHH Nn. FROM TO I.ENOTH UTAM C(KF FLOW RATE iV.1-IMITY I.OHR /1000 Y 1 4 1 5400. 12.0 .025200 10.30 0.03 0.00 0.00 * ? 3 2 400. 12.0 .016200 10.30 0.03 0.00 0.00 t 3 4 3 550. 12.0 .01,4200 20.60 0.06 0.00 0.00 �► 4 5 4 2800. 12.0 .031200 41.20 0.12 0.02 0.01 * 5 b 5 1000. 20.0 .031200 51.50 0.05 0.00 0.00 6 b 7 R00. 16.0 .040200 461.90 0.74 0.14 0.17 7 7 A 200. 24.0 .040200 451.50 0.32 0.00 0.02 ! _ A R 9 450. 16.0 .040200 441 .20 0.70 0.07 0.16 t 9 9 13 300. 24.0 .040200 430.90 0.31 0.01 0.02 r 10 10 11 3600. 20.0 .082800 930.75 0.9', 0.90 0.25 tt I 12 200. 20.0 .082000 930.75 P.95 0.05 0.25 12 12 13 400. 24.0 .092000 920.45 ().65 0.04 0.09 13 13 16 AM. 24.0 .082000 1341,ON 0.95 0.12 0.20 �R 14 15 14 400. 6.0 .031800 10.30 0.12 0.01 0.02 15 16 17 3". 20.0 .082800 1330.75 1 .36 0. t5 0.50 16 17 15 450. 6.0 .031800 20.60 0.23 0.03 0.07 17 17 19 900, 20.0 .082R00 1299."' 1.314 0.43 0.40 18 19 1A 300. 6.0 .046800 20.60 0.23 0.02 0.07 19 19 20 250. 20.0 .OR2R00 1260.95 1.30 0.11 0.46 20 20 21 1000. 6.0 .046000 27.43 0.31 0.12 0. 12 21 21 22 600, 6.0 .046T100 17.13 0.19 0.03 0.05 22 20 22 350. 20.0 .082800 1231.22 1.26 0.15 0.43 23 1R 23 500. 6.0 .049000 10.30 0.12 0.01 0.02 M 24 24 6 4400. 12.0 .031200 523.60 1.49 3.99 0.91 Y 25 25 24 1300. 12.0 .OA6200 533.90 1.51 1.07 0.02 t 26 26 25 1500. 24.0 .016200 544.20 0.39 0.04 0.03 * 27 27 26 500. 24.0 .016200 554.50 0.39 0.01 0.03 * 2A 28 27 100. 24.0 .016200 564.80 0.40 0.00 0.03 4 29 29 28 1700. 24.0 .016200 575.10 0.41 0.0!i 0.03 4< 30 49 29 R00. 16.0 .016200 5Ff5.40 0.93 0.14 0.23 K 31 22 3n 6200- 20.0 .092600 1238.05 1 .26 2.71 0.44 32 31 1%A' 1400. 14.0 .002R00 2331.28 3.7'2 6.92 4.94 R 33 32 31 900. 24.0 .019200 2404.09 1 .70 0.41 0.45 34 32 31i 400. 24.0 .019200 239.34 0.17 0.00 0.01 35 33 34 100. 12.0 .019200 16h.54 0.47 0.01 0.09 ( i 36 35 32 1300. 16.0 .074200 2716.22 4.33 0.50 6.54 * 37 A3 35 1400. 16.0 .076200 2789.02 4.45 9.65 6.89 3A 34 3A 700. 6.0 .0.`i2200 93.74 1.06 0.93 1.33 t 39 36 37 700. 6.0 .043200 31.98 0.36 0.11 0.16 t 40 3R 37 700. 8.0 .043200 40.82 0.26 0.04 0.06 * 41 39 3h 500. h.0 .052200 11.05 0.13 0.01 0.02 �. 4 42 39 38 200. 9.0 .043200 113.62 0.73 0.OH 0.41 C t 43 40 34 900. R.0 .04.3200 02.60 0.53 0.20 (1.22 U_ 4 44 41 39 1000. R.0 .046200 114.R6 0.73 0.43 0.4:i Q� 45 41 40 -(00. 0.0 .043200 155.40 0.99 0.23 0.75 * 46 42 41 400. 6.0 .046200 343.06 2.19 1 .45 3.63 - M 47 43 42 200. 10.0 .052200 415.Rh 1.70 0.34 1.70 # 48 44 43 R00. 10.0 .052200 448.66 2.00 1 .R7 2.34 ENDING OF FILE • • • • r V ,E/#SE�rErs, r TI 4Y At f, I yam- z.O4 on } c-r+T {. m t ea 7P,51,v as FroP, LW& IZp 10' (4 ,y n, ) IiB�4"Ra'1i'al ,�rrs��bA f� l7,�U •`-/��1 /i Fly (l'�� VI r A iy �. • .,� s Yi µ. EASEMENT THIS INSTRUMENT, made this 11 day of___ .May _1978 by and between CITY OF RENTON and S.C.S. HOLDINGS, LTD. _and and hereinafter called "fire tor(s)," and the CITY OF RENTON. a Municipal Corporation of King County, Washington, hereinafter called "Grantee." WITNESSFTH: That said Grantor(s), for and in consideration of the sur of $ N/A maid by Grantee, and other valur 'e cons dera y these presents, grant, bargain, sell , convey, and warrant ) the said Grantee, its successors and assigrs, an easement for public utilities eluding water an.: sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: Beginning at the point of intersection of the SOUTH LINE OF BLOCK 28, TOWN OF RENTON, WASHINGTON at the westerly margin of WILLIAMS AVENUE SOUTH, thence SI 29 09 W. 90.00 feet to a point lying on the westerly margin of WILLIAMS AVENUE SOUTH, said point being THE TRUE POINT OF BEGINNING, thence N. 88 23'51" W. 250.35 feet; thence N. 77 08' 51" W. 22.0.1 feet; thence S. 12 51' 09" W. 14.71 feet; thence S. 77 08' 51" E. 2.5.O0 feet; thence S. 88 23' 51" E. 20.85 feet; thence S. 1 29' 09" W. 5.00 feet; thence S. 88 23' S1" E. 10.00 feet; thence N. 1 29' 09" E. 5.00 feet; thence S 88 23' S," E. 209.50 feet; thence S. 1 29' 09" W. 5.00 feet; thence S 88 23' 51" E. 10.00 feet; thence N. 1 29' 09" E. 2C )0 feet to THE TRUE POINT OF BEGINNING. S.C.S. HOLDINGS, LTD. Ry; - Hans Schwa , President STATE OF WASHINGTON ) ss C0UNTY OF K II.G ) On this llth nay of flay, 1978, before me, the underisnged, a Notary Public in and for the State of Washington, d,•ly conunissioned an sworn, personally appeared HANS SCHWARL to me known to be the President of S.C.E. HOLDINGS, LTD, the corporation that executed tt,e foregoing instrument, and acknowledged the said instrument to be the free and vol- untary act and deed of said corporation, for the uses and purposes therein* _—iegel+wv*ph-a temper-spy ee+ntruction easemenEdettr+bed es! Said temporary construction a sTiiall r in force during construc- tion and until such tithe utilities and appurtenance azcepted for the operatiDA-end maintenance by the Grantee but not later than * mentioned, and on oath stated t#sauthcrized to execute the ';aid instrument. \WITNESS my hand and to a fixdd the day nd year first above writ`_en. n c tie State iding at Renton. i` 1 i^e EASEMENT THIS INSTRUMENT, made .his 11 day of May 1978 by and between CITY OF RENTON and S.C.S. HOLDINGS, LTD. ; and and ; and hereinafter called "Grantor(s)," and the CITY OF RENTON, d Municipal Corporation of King County, Washington, hereinafter called "Grantee." WITNESSETH: That said Grantor(s), for and in consideration of the sum of j N/A aid by Grantee, and other valuable con sons derattion, do y these presents, grant, bargain, sell , convey, and warrant unto the said Grantee, its successors and assigns, an easement for public 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: Beginning at the point of intersection of the SOUTH LINE OF BLOCK 28, TOWN OF RENTON, WASHINGTON at the westerly margin of WILLIAMS AVENUE SOUTH, thence 51 29 09 W. 90.00 feet to a point lying on the westerly margin of WILLIAMS AVENUE SOUTH, said point being THE TRUE POINT OF BEGINNING, thence N. 88 23'51" W. 250.35 feet; thence N. 77 08' 51" W. 22.04 feet; thence S. 12 51' 09" W. 14.71 feet; thenc, S. 77 08' 51" E. 25.00 feet; thence S. 88 23' 51" E. 20.85 feet; thence S. 1 29' 09" W. 5.00 feet; thence S. 88 23' 51" E. 16.00 feet; thence N. 1 29' 09" E. 5.00 feet; thence S 88 23' 51" E. 209.50 feet; thence S. 1 29' 09" W. 5.00 feet; thence S 88 23' 51" E. 10.00 feet; thence N. 129' 09" E. 20.00 feet to THE TRUE POINT OF BEGINNING. S.C.S. HOLDINGS, LTD. By, Hana -Schwa , President STATE OF WASHINGTON ) ) 86 COUNTY OF KING ) On this llth day of May, 1978, before me, the underisnged, a Notary Public in and for the State of. Washington, duly commissioned an sworn, personally appeared HANS SCHWABL to me known to be the President of S.C.S. HOLDINGS, LTD, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and vol- untary act and deed of said corporation, for the uses and purposes therein* eexsfwrEfen--Basemen E-Aetcri bed--esr '} Said temporary construction eas 5 - in force during construc- tion and until such time �aythe ut'r ities and apourtene-b n a.cepted for the ope rat iDwtnfi maintenance by the Grantee but not later thao�` * mentioaid, and on oath stated t as authorized to execute the said instrument. to � 9:ITNE55 my hand and Zstah to a fix d the day and year first above written. r, o the -State of. Waahingt n, tesidiro at Renton. �Rn „ Nip inn seaee exsseo ra ecovas s use now NMWM TItM tam u" Comm waanrsa roM nrca owuwr+ Filed for Record at Request of e BILL 7F SALE ■ KNOW ALL MEN BY THESE PRESENTS: 'Tha• Benton testily Praotioe Centerar�rship o Renton County of King , Male of Washiuttnn, the part) of the, first part for and in consideration of the sum of pee an6 Dollars lawful nveney of the United States of .Ameri'a,to ths■ in hand paid by the City Of iestee the party of the necend part, the receipt whereof is hereby acknowledged, does by these Presents grant. bargain, sell al, deliver unto the said part,( (if S,t $rt, the f following trill KTi Sta�s� property ',ow bated at (,f RestoWillin es ewe•r and State of Washington. to-wrt in the Citr t,f Beatpe . County of I(las Apprpainitely 41 LF of 6" T.I. water pipe, sad one fire Wrest saasablies, and all appurtanses pertaining to said watersain, expressly warranting said watersain against W expenees, cost or liens hereto lasoesaed bereon by, through or under seller herein. TO HAVE AND TO HOLD the same to the snid part, of the second p.rt, ita heirs, exec-A as administrator, and assigns forever. And said party of the first part, for its heirs, executors, administrators, covenant a antd agree a to and with the said part y of the second part, its executors, administrators and assigns, that said part y of the fir.t part is tee owner of the sad property, goods and chattels and his, a good right and full authority to sell the same and that it will warrant and defend the sale hereby made unto the said part y ofthe whanind ,part, its w•oily claiminx or io necutors. administratora and assigns, apron. all and every person r persons, claim the same, IN R'IT\ESS WHEREOF, The said Part of the first Part ba herwnto set hand and sal this day of ----+---- (arias) ST.ATF OF WASHINGTON, I ``)Rt. County of 1 On this day personally appeared before me to me known to be the mdl„duv described in ant, who saecuted the within and foregoing inxrument and ackeowle iresd that signed the same a frer mad voluntary act and deed sw the um and purposes therein mentiixa d. qf� GIVEN miler my hand sad ®cial Mel this day n " r uffa Y a la eAt Start 9l,Yasfnyeo+. �, • xn A l - ..yb:a%. y j,}-.e•a ....<� v�c�::c � 'fir{ie1r, • .� o i J _. ! p g990Si�l �L ',aid heretofore eastioned grantee. Its successors or assigns, shall have the right, without prior notlea or proeaediag at law, at such tires as nwy be nec;:ssary to a,itsr upon sold above described property for the purpose of constructing, swinteining, repairing, altering or reconstructing said utility, or Baking any connections therseeith, without incurring any legal ohiigations or liability therefore. provided. that such constructlur., -win- taining, repairing, altering or recOnftroctiol of such utility shall be W sc(oeyllshed In sash a wwwr that the prtvata ieprovevsents existing in the right ,p ngit(s)-of-wty shad not be disturbed or deutWel, or In the avent u.:�y are J disturbed or danaged, they will N repisred In as good a condition as they were he-•diately oeforo the property was entered upon by the Grantee. _! 1„ vntor shall fully use and enjoy the aforedescribed premises, includh,g t„a right to retain the right to use the surfece of said right-of-way rr if such use does not interfere with installation and naintvnance of the ut�irty line. However, the grantor Mall not erect buildings or structures over, un(k.•r or across the right-of-way during the eoi,ttance of such ut,llty. This easoevent, shill be e covenant runnlng with the land and Shell hr n0- Ing on the Grantor, his successors, heirs and assigns. urmto" hx)venant t�( the are the lawful wMrf of the ��looa properties and that they have a gOud dnd ); ►l I t this sorpe*tlt. and ._� andand C0NpOkATE 1001. ,TATE Of `2/�) _ ) 55 I:OIa11f Of 0n this /a.Zvt day of _ in7 before ee, the undersi p(J, Notary publTC—rA7_WT_for the ta e o duly comgissioncd d.,d Swp,vi personally appeared an to we known be the. .` iC�,`„ and _ e:pe(tively. the comor1t on at executed the lore- ktsq Ins ,,rrh a ac cnow a 9e t e !a inttrw� •t to be tiro *rw and v� witary dLt end dead of sal corporatioc, for the uses and uurpotea therein navitimrd, and on oath stated that outhoriled to execute the said inflrwMnt and that the seal affixed is t carporate seal of said corporation. wlTfit55 ny hand and official seal hereto affivud the day and year in til"i •tlf Icate afWW written. .;."vsINSVM yO (o a ,i-Ll) (a �Y401O y IbiisWA' a ar tali ie n pi tar �, vat `..e a y= _ , „I MUNICIPAL fR akIX, �nM :.a' '.TUN.WASK gf10ii5 401-210 d ( v•/r ,CPIIr4T,1¢•,iM YxHHM1if,W •••"• uTtunts n .fi,.,Zw.tJ/sS'" �s Lew-i. ! A S E M E 0 1 GJ-y 50 � I 1 t THIS INSINUNENT, wade this-LULDlav w by and between s_CS t1oi,,Iona ud_ _and_ _ J _ ana �p and o —� cl, and us o hereinafter called "Grantor(sl", and the CITY Of AENiON, n Muni<i psd Corpuratipn of King ' fn.,nt Y, Washington, hereinafter called "(1rantee'. •y WITNESSETH: "p That said Grantor(s), for and in consider.ti.n of the sow or $ r n.. And Aii dnlI r paid by Grintb, and ocher valuable consideration, do by 0 these presents, gran[. Wargsi n, sell, wnyey, and wrrant unto the said Grentaa, its successors and assigns, an assonant for public utilities (including water and sorer) with w necessary appurtenances over, through, across and upon tl+e following described property in King County. Washington, ,m re particularly described as follows: .n ti Beginning at the point of Intersection of the SOUTH LINE Of BLOCK 28, TOWN OF RENTON. WASHINGTOi at the was Carly wrgin of WILLIAMS AVENUE SOUTH, thence S. 1 29' 09" W. 90.00 feet to a point lying on the westerly wrgin of WILLIAMS AVENUE SOUTH, thence N. Ba 23' 51" W. 250-35 feet said point being THE TRUE POINT Of BEGINNING; thence N. 77 OB' 51" W. 22.04 feet; thence S. 12 51' 09" W. 14,71 feet; thence S. 77 06' 51" E. 25.00 faet; thence N. 1 29' 09" E. 15.00 feet to THE TRUE POINT Of BEGINNING. SEE ATTACHED EXHIBIT .".. 1 vs 114 IAV TTIOn,g Ltc' Is All Oc115 U ]G;1 a Y 3w Yfal•I 4 f:. 4 .,..w .. r,wy...rb. air. r - Y. fC[Y'3,.a�Ye�.lr4a�•� •_�•••••"•... aaEattt_—••••••..- .•..• �. 1Yiae r S 3Pq i S / s IL L - 1 ` J ! 9 79 016E I. IL ■ ;aid heretofore nationhood grantee. Its successors or asiirs. Shall have the riot, without prior notice cr proceeding at Few, at such tlwv> r. may be necessary to enter upon said above described property for the purpov of constructing, eeintaining, repairing, altering or recoestructhng said iti l ity, or a#inq any connections therewith, without incur,l ngay logo` obligations or liability therefore, provided, that Such caistructton, main- taining, repairing, altering or recnstrudtidn of such utility shall be ,p accoxylisned in such a saner that the grl"te taprovennts existing in the right C` ri,pt(s)-of•way shall not be disturbed or dMaged, or in the event they are `k disturbed or thumped, they will' be nnhlaced in at good a condition as they were �C inandhately before the pmper'_y was entered upon by the Grantee. ■ J The Grantor Shall fully use and enjoy the aforedescribed prewises. ■ Including the right to retain the right to use Cho surfs" of said right-of-way tf such use doe, not Interfere with installation end ninthnance Jf the uthl ity Jim. NowOyar, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utility. This eesannt, shall be a covenant running with the land and Mall ,.e .nd- ing on the Grantor, his successors. Min and assigns. Grantors covenant feat arp 1 ful own of t we pruparties and that they how a goad nJ I f l fr1 C a c " this"I ant. red ---- and ---- _, and _._.. CORPORATE FORM: yTATt OF Lee SL SS COUNTY OF On this/o LC day of ) +'-Ft.-✓ in 7�before we, the undersi-lnh.l, e 'lotary publ cT—Tn aeTfor the tote o , duly t"wiisincd . �d swum Pe.seal ly appeared end---- to a known to be the i mhd especntruly, ant SG' S f./o/Ar 'S L the corpora—LTon fF�t exetutN tlu! tMv:- noing ns truaeih an a nOhll edged the Saio Instrux. �,t tsar tow, free and v. �bntary act and deed of Said c ration, for LM uses red purposes therein smntfohed. and un oath stated that authorized to execute the said i,,stru l,"t n0 that the Seel affixed Is corporate seal of said cdrporatitol. uITAESS shy hand and official seal hereto affixed the day and year in to cer:if cats above writtan. ._c i1 f0i myGJr J ult ae oar y. t n arh residi"IJ ruiidim a�/X_�_T„ �w pENTOt4�5 UEII-2b t 4 z. t� To Ber 4GJ UTILITIES 11 /1r'Ror+fA"r E A S E M E N T "' .(�uO .Q S THIS INSTRUMENT, made thislOthday of October 19_m_; "— by and between S.C.$ Holdings Ltd. and J and _ O .n and and V♦ U hereinafter oiled "Gran[or(s)", and the CITY OF RE NTON, a Municipal Corporation of Ring ,r CaunIt. Washington, hereinafter called "Grantee". ti w WITNESSETH: 'o Thst said Grantor(.), for and in consideration of the sue of S 0 n,. Ann mf,nn a lj paid by Grant**, and other valuable by to these presents, grant, bargain,ase sell, convey, end wriest unto the said Grantee, Its successors and assigns, anneaseeent for pubis utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in Ring County. Washington, rare particularly described as follows: !s ti Beginning at the point M Intersection of the SOUTH LINE Of BLOCK 28, TOWN OF AF N70N, f.Sa WISHINGTON at the westerly Margin of WILLIAMS AVENUE SOUTH; thence S. 1 29' 09" W. 100.00 feet to a point lying on the westerly Margin of WILLIAMS AVENUE SOUTH, said point being THE TRUE POINT OF BEGINNING; thence N 88 23' 51" W. 250.35 feet; thence S. 1 29' 09" W. 5.0U feet; thence S. 88 23' 51" E. 20.85 feet; therv:e S. 1 29' 09" E. 5.00 feet; thence S. 88 ?3' 51" E. 10.00 feet; thence N. 1 29' 09" 2. 5.50 feet; thence S. 88 2" 51" F. 209.50 feet; thence S. 1 29' 09" W. 5,00 feet; thence S. 88 23' 51" E. 10.00 feet; theme N. 1 29' 09" E. 10.00 feet o THE TRUE POINT OF BEGINNING SEE ATTACHED EXHIBIT 1%tRLTSE TAN Nor f' uffl-1 A �f ;zR _ ; I < t • 1 -r.c o'G .• ° I ' 1 L990910! ;1 said heretofore rntitnid grantaa. Its succe3Scrs or assigns, shall have the right, without prior notice or proceeding at law, at such sluts an �nay be necessary to enter upon said abets described property, for the purpuve of constructing, aaintaining, repairing, altering or reconstructing said utility, or asking my connections therewith, without incurring any legal uhligations or liability thenfora, provided. that such construction, nain- tainlny repairing, altering or reconstruction of such utility shall be ac:oyi lshed to such a tanner that the private faprowasents existing iv the right right's)-of-way shall not be dlsturtsd or damaged, or In tire event tray are disturbed or danaged, they will be replaced In as good a condition as they wem _ fxrdlately before the property was entered upon by the Grantee. O The Grantor shall fully use and enjoy the aforadescr•bed premises, including the right to retsin the right to use the surface of said right-of-way If such use does not Interfere with Installation and umtenonce of tree ulilr,y line. However, the yrantor shall not erect buildings or structures over, unhr or across the rlg t-of-way during the existence of tuck utility. This easement, shall be a covensnt running with the land and shall be I.d- Ing on the Grantor, his successors, hot and assigns. Grantors covenant coat thnyyJJJnnn��am the lawful owners Of the +Egye roperties and Nat they have a goud and IaV( , ri(>gh to aN tie agrwme I'd and and ._._._. [ONPMTE FOigl: ,TATE OF ss couNTr of On this /,'u' day of 'n72 before se, the undersi•P'td. a Notary Publ$TT-for tht-Sfi eE—o a.�.� , duly cowulssionud o.,d Scours personally appeared w and �eSDac tivcly, to me known to be th! of bra c i ,S the cornor+on that execu4J The rora- 9oing nstrw~m an a now a ge t song instrum ,t to be the free and v, ultary act and dead of said corporation, fur the uses and Puryoses therein menthonvA, and un oath stated •bet �authoriztd to execute the said uitruuutnt and that the Seal afttaed Is 1 corporate SN1 Of said corDuratitin. WITNESS my hand and official Seal hereto affiaeo the dwry and Year in III % ,ertificate above written. 1g I ?.y V s / tar,P� +rKa�J doMrlue.: w y:a,....I..aL.J tX01-20 RENTON MUNICIPAL BLOG. t l a