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WTR2700522
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HARBERT t7740761 SOP OTAV1 SE9, 3333 DATE 39-OCT-78 17:11 :43 MONITOR LOCKE 683 KI, 92J06 16/16 •START• REQUEST CREATED: 3@-OCT-76 17143t@GI7:41150 FILE: DSK9210TAV1.OATE7 %1,7763 CREATED: 25-OCT-79 87149:@W (157> PRINTEDI 3 QUEUE SMITCMESI /PRINTIARROY /FILE:TORT /COPIESt2 /SPACINGII /LINITI2@@ /FORNSIOLOPRT t � r in SIT rs n� f _ 3 - �.�qtj 2✓ � f a' - 4 _ t t N . . ,. � ,, 5 r '� (( ,D '.� t � 'J 6i I; .� � 3, — D .a •�� �. 4D r„ � S` I .�' �' � ff�' Tj ��' Z ���' ^� y� Q �� ,o �I ^ � T � ' � A �, dl ^iiY ,��' t� Q) � � i I, A� ��y n\ A •�� ,1� r Al A � i' I � � i �n��%' � - tr::'... .�� Engineering October 27, l91S STEPAN 6 ASSOCIATES, INC. 32123 lot Ave. S. Federal May, Washington 98003 Attn: Mr. Aller 6. Semer Dear Al: An analysis of the proposed Vantage View Apartments has been performed. A demand of 3200 Rpm for fire fighting was includt bile also surplying at the average rate of the maximum day demand. The calculated residual pressures In the mains nearest to the proposed apartments were approxi- mately 65 psi. This pressure Is accomplished while providing an 8" loop around the proposed apartments. There are three reasons for the calculated residual pressure: ° hydraulic proximity to the 16" pipeline ° a relatively low ground elevation for that pressure gone (higher elevations in the same sons experience marginally low pressures due to the fire simulation and corresponding pressure suppression at the proposed apartments). ° two pumps are operating at both Mt. Olivet and Windsor Hills pump stations. A copy of the system analysis has been sent to Mr. Ron Olean of the City of Renton, as requested. If I can provide further assistance, please contact me at your earliest convenience. Sincerely, I/y ,ifY Richard H. IlArbort . P.E. xr: Ron Olsen, City of Renton 8$01 -1111h Avenue N.E.,Kirkland,Washington 88030 office(206)826•ee6G Res (206)622 3757 ♦ ti t, RH2 ENGINEERING 5901 1141b AVFIIUE NE KIRKL.AND WA 98033 E , ' �- ' 3 J / ,/ 1 - =� ;.�_� J y __-_ i ____--_ '' J 4�r- - i „ 1 i .. � � � ,� ..' '..'• r .� i ���'�� If���I�IJ �`�7 ( _. 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B9P 0, 000 4,655 4,997 3 186 60 135 0.0P0 0,@60 8,8P0 B,Nee 01000 0,000 199 136 78 1.062 0,092 0.0P0 0,000 0.027 0 004 - � 199 137 117 2.594 01802 0.000 0.000 0, 066 0.012 } 191 0 43 2101 .576 0,012 0,00E 0,000 2, 146 1.151 192 a 133 7'99.551 Ellis 0.000 0.000) 5.001 11.844 193 P 134 .8.991 09059 0,09E e,00e 4,658 4,997 1 194 69 144 137.854 -0,939 0.060 0,000 .0,563 -H.1S6 195 144 138 -137.854 -0 ,085 e,800 0, 000 -0, 880 .0, 472 { 196 138 143 0.8P0 0.000 8,000 0. Hea 0.800 9.066 } 197 138 139 -137.8434 -0 ,aoil 0.000 0.000 .e,88a -0, 472 _ 193 139 140 -137.554 -0 ,094 0.000 0,000 -J. 88E -6. 472 { 199 140 14' -311.911 -0 ,24a 0.@0P H,@@0 .1. 991 -2. 398 } 2@1 141 0. -311.911 -2,446 0. 000 0. 000 .1. 99, .2, 398 2@1 139 14, 0.000 @,Bole 9. 000 0.000 0.000 0.000 1. 202 148 147 1772.499 19,252 0.00E 0.000 11.313 64, 174 1 2@3 147 145 672.499 2 ,863 0. 000 8,800 4,292 9. 611 204 145 146 -427.5B1 -1,161 0.00P 0,0He -2, 723 -4.004 205 146 149 -1527.501 -21,061 0.08E 0,000 -9,749 -47.866 ) 280 146 149 -219.919 -0,667 0,088 0. 000 .1,351 -6,040 2a7 148 112 -1552.58E -0,415 0.100 0.000 .2. 477 -1,660 { } l JUNCTION NUMBER DEMAND GPADE LINE ELEVATION PRESSURE ) 1 314.30 424.57 233.20 88,e- 2 0.00 425,97 235,@0 82.75 E 3 16.74 426 .07 236,80 82,36 j 4 16.74 426 ,24 238,0E 61 .57 5 16,74 426,27 242.0E 79,85 { 6 16 ,74 426,25 242.00 79.84 } 7 0.60 426.25 225 ,@@ $7 .21 6 16.74 426,P6 206 ,0E 95 .36 9 62.86 425 ,11 206 .00 94 ,95 10 16.74 426,P9 231.80 84.54 11 16.74 426.13 75.00 152.16 12 16.74 426,?8 256,00 73.75 13 16,74 426,60 241.80 80.46 14 16.74 426,35 241 ,00 80.32 - 18 16.74 426,84 300,60 54.V7 j 16 16.74 426,93 282.0e 62.86 C 189 70 79 -4.989 -s Jlf 6.000 0,Oeo -89632 -legal 119 92 79 -13.e6o .9,192 0.060 #lose -8,609 -90910 j -125.326 -f Ja7 0.001 oleo@ -61158 -0.0ed t 111 S1 66 -12.579 •61129 O.PPP 0.009 -0, 143 -0,936 112 8f 79 194.393 1,116 0,008 6,091 0,666 9,466 113 gS B1 .11.646 -6,099 9.008 6,690 •0,132 -6,031 i 114 85 82 -32.135 -f,187 a,soo 1.990 -6,365 -5,215 115 82 83 -51 .263 -6,133 9.000 8,908 -0,582 -9,535 116 94 83 -61.244 -0,041 0.995 @,let -01391 -0,165 i 117 106 63 739,91.4 3,658 0.008 0.66e 2.099 1,590 lie 57 d4 -0 .193 -6,094 0.008 a,eoe -8,056 -9,994 119 86 84 -42.561 -8,258 5.200 O ffs .6, 482 -6,368 129 86 85 -33 ,825 .6,059 0.001 0,098 .0.384 - , 7 121 91 66 -66.376 -'.039 6,a66 0.099 -0, 424 919 122 89 87 43.902 0,113 0.000 0.091 01488 1.377 , t23 8a 89 95.614 0,242 0.002 0.eo11 11055 1,212 124 104 SO 105.564 6,043 0.900 0,090 2,695 12.886 ) 125 96 a7 -41 .845 -0.143 flop? 0.694 -0.475 -9.358 176 90 91 16.551 01151 1.d80 0.809 0,423 4,504 127 92 91 -el; ,554 -0 ,095 0, a00 0, 000 -1, 546 -0, 316 126 lot 92 -65.743 -0,101 O.OFP 0,00a -P,074 o,dd2 129 S3 92 -135.184 -0,060 0.000 0,800 -0,552 -0.238 13a 94 93 -125.234 -0,025 0.00D 0.000 -0,355 -0,079 ) 131 108 94 -5.053 -0,035 0.000 0. 020 .9, 149 -0 070 131 95 94 -109 .431 -0,024 0.060 @,ilea -0,310 133 97 95 -147 .558 -9,275 0.800 O,6as .0,942 -6. 916 ) 134 96 91 -64.432 -9,149 6.000 0.060 -4,731 -1,594 135 117 96 -54 .452 -80259 0.00p 0.609 -0,618 -6.432 136 94 97 -83. 125 .8,069 0.000 also@ .0,531 -0,299 + 137 99 98 39.96p 01163 0.000 0,806 8.453 6,327 134 115 9a -113.135 -0 ,306 Carlo 0, 090 -0, 722 -6.545 139 114 99 -43.016 -t,a94 0.002 0,064 .8. 488 -9.377 1 149 192 99 52 .928 0 ,282 @. 00P 0,000 0,601 6,565 141 99 INS -39.908 -0,164 0.000 0.000 .0.454 -1.326 142 too lot -44.095 -8,119 0.090 P,000 -0.592 •9,396 + 143 102 111 -27.048 -9,000 0.000 Oleo@ -0,931 -@.Okla 144 let 99 -15. 344 -0,261 0.000 P,Pod .0,392 -0.435 145 lg2 89 -52.612 -0,502 16.000 0.000 -8,597 -9,558 + 146 193 112 198.111 0 .007 0. 009 0.000 9.316 0,833 147 its ill 65.259 10 ,350 pleat 0, 000 1.666 7.393 144 W lo3 1467 .315 7 ,653 0. 000 0. 000 4, 162 7,209 1 1t9 Ile lea -52.217 -0,162 0. 060 0.000 .61592 -9. 404 150 195 164 11:.514 0,572 0.002 0.000 1,311 1,744 151 106 145 1582.629 1 ,279 0.802 0, 000 4, 490 a, 468 i :�2 107 lob 2332.683 1 .706 0.d0P 0, 600 6,617 17,a82 153 lea 197 -66.878 -0,268 0,060 0,000 -6. 759 .0,692 1 154 189 Los -4.711 -2 ,075 0.000 0,009 -0.120 -0,d47 ) 155 199 its 22.992 0 ,090 0.910t 0.000 0,261 0, 113 156 199 ill 68.349 10,440 0.000 8.060 11737 8.032 157 ill 112 123.358 0,899 0.000 0,000 1.499 2, 248 1 15a 124 149 1747.42P 1,841 81000 oleo@ 2.748 2.092 i 159 112 131 -1439.172 -0,716 0. 000 0.692 .2.296 -1. 431 166 132 113 34.975 0,ba5 a.P00 0,009 11, 143 9.018 ) 161 113 114 34.975 0,676 01000 0.690 04397 0,253 162 114 199 68.041 0,369 0.0130 @,sea d,772 0,922 163 116 315 •171 .226 .01072 0.000 0, 009 .13, 699 -1,298 ) 164 116 117 -27 .922 -0,125 0.890 0, 000 -0,317 -9,124 765 11e 117 26.560 -0,079 0.000 o.oP@ •0,301 -1.113 lie 116 -147.325 -0,054 V966 0.009 .0.692 -9,217 ► 167 119 116 -41.874 -0,163 0.000 O,sfe .8,475 .8,272 J. 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Isola sells agile lEgotl 9C Cs 9t #► -- ' to : t THESE ARE THE RESULTS FOR THE ORIGINAL DATA t FIRE AT TAVLINS VANTAGE APi!. 8" LOOP AROUND SITE HIGHLANDS RES , 5+DO,WINDSOR HILLS 2 PUMPS ON AND MT 01, 2 ON = DATEI 10/24/78 BYTR H HARBERT JOBTS1005,0 FORT STEPAN It ASSOC THE FOLLOWING RESULTS ARE OBTAINED AFTER 7 TRIALS PIPE NO, NODE NUMBERS FLOMRATE HEAD LOSS PUMPHEAO M:NOR LOSS VELOCITY HL/1000 1 2 1 314.380 1,398 0. 000 0,000 2.006 2. 797 2 3 2 314.31? 0,103 0.000 0,80o 0,892 0,345 3 6 3 45.963 0 ,184 0,000 0, 0e0 e,522 0. 396 4 4 3 285.077 0,172 0.000 a,@@@ d,809 0.286 5 5 4 146.874 0,024 0.002 O,e08 0,417 6,002 6 14 5 290.916 0,059 0.000 0,000 a,623 0,296 alb 7 5 6 126.402 0 ,012 0.000 e.000 0, 359 0,062 8 6 7 63,699 0.804 0.00e 0.090 0,381 0,018 -� -- - 9 7 6 63.699 0,193 0,00P 0,000 0. 723 0, 644 ._,• __ 10 8 9 62.860 0,942 @,0@0 0.000 0, 713 0,628 3 11 10 8 15.901 a,@35 0. 002 0,900 8,1Bo 10,047 12 12 11 13 12 1@ 16.740 e,070 8.000 0, a00 01190 0,052 32.641 O,laB P.aeo 0.000 0.370 a,18@ 14 SS 12 66.121 0.4d5 0,000 0. 900 0,750 0, 692 15 32 13 190.615 1 ,431 0,000 0,000 1,217 1. 192 t 16 13 14 306. 756 01329 0.011: 0,000 0,870 0,329 - - 17 15 13 199.0P1 0 ,159 d.800 0,e00 0.564 0, 177 18 31 16 09.23i 1,098 0.000 0, 000 1,019 1,415 ' 19 16 15 215.741 0,083 0.900 0, 000 0, 612 01207 20 17 4 154.943 0,679 0.000 0.000 01959 C.679 21 16 17 32.Ri1 0,005 0.900 0,000 0,092 0,005 22 18 17 139.172 0,304 0.000 0.000 11,888 0,553 23 19 16 175. 162 0,460 0,080 0,000 1 ,118 1.150 24 20 19 191.902 01688 0.000 0.000 1.225 1.376 1 25 24 Z0 56.493 0,153 0.000 0, 000 0,641 0,511 26 22 20 152.149 0,349 0.000 0.000 0.971 0.673 27 21 ld 155.912 0,962 0. 000 0,000 0. 995 d,687 ' 1 28 22 21 172.652 0,236 0.000 a, 000 1, 102 0,859 29 23 Y2 341 .541 a,100 0,000 0.000 0, 969 0. 398 30 23 24 73.233 0,295 0.000 0,000 d.831 0, 843 31 26 23 414 .774 ;J,231 0.00E 0, 400 1.117 0.579 32 25 416 31 .135 a,@57 0.000 0.000 01353 0,163 33 28 25 38.865 0,149 3.00r 0,000 0.441 0.248 + 34 27 26 391.369 01318 0.000 0.000 1,110 0,517 35 27 28 52.117 0,105 0.000 0,010 0.591 0,426 36 28 29 5.524 0,202 0.00e 0,000 13,063 0,004 + 37 30 29 2.2e6 0,000 0,00e 0, 000 16,025 0.002 38 40 30 84.586 0,647 0.000 0. a00 0,962 14079 39 30 31 74.650 01334 0.000 0. 008 d. 847 0, 836 tT , 40 31 32 51.305 01500 0.000 0,089 a,582 0,391 ) 41 33 32 147.140 0,847 0,000 0,000 16,936 4.706 {I 42 56 33 7.792 8,087 0.000 0,000 0,086 0.012 T 43 34 33 146.975 6,246 0.00e 0,000 0,936 0,614 44 55 34 33.814 Oslo@ 6.000 0.60a 0,384 0,167 45 35 34 128.894 01127 0.600 0,000 0,772 1.423 s 46 35 54 13.259 0,020 0.900 0,090 0,15@ 0,633 l 47 36 35 141 .884 2,143 O,Oe;? 0,000 0.906 0,574 ed I 141 0,00 262.00 -74 -196 199 141 0. 08 261 .8e -199 200 142 a,a0 265.50 -201 143 0.06 269.00 -196 144 0,00 273.09 -19• 195 145 1100,00 2t5.08 -203 204 ' 144 1109,80 265.90 -204 2a5 t 147 1100. 00 265.00 -202 203 146 8,00 265.80 202 246 297 - t 149 0,00 265.60 -158 -205 -206 t' THIS SYSTEM HAS 207 PIPES WITH 149 JUNCTIONS 56 LOOPS AND 3 FIXED GRADE NODES 1� t+ t+ h � • 1 * 1 8� 9,95 276.00 92 -94 -111 112 L 81 9,95 268 .091 .98 93 -113 + 62 9.95 236.90 90 -114 115 83 9.95 215.00 88 -115 -116 84 9,95 211 .00 116 -118 -119 85 9.95 273.001 113 114 -120 t 86 9, 95 269.00 119 120 -121 67 9. 95 256 .07 118 -122 -125 86 9,95 229.00 123 -124 89 0,00 251 .00 122 -123 -145 98 9,95 272.09- 125 126 -144 91 9. 95 276 .dP 111 121 -126 .127 92 9,95 285.00 110 127 -120 .129 93 9.95 289.00 129 -130 94 9. " 292 .02 130 -131 -132 95 9,95 298 .00 -la5 132 -133 96 9.95 311.00 134 -135 97 d, 10 297.00 133 -;34 -136 98 9.95 296.00 136 -137 -138 99 9.95 296 .00 137 -139 -140 141 10@ 9,95 292.00 131 -141 142 101 9. 95 277.00 128 -142 -143 144 102 9,95 279.00 149 143 145 -146 -185 103 9, 95 274 .00 146 -148 -164 } 104 9,95 180.0P 124 -150 f� 105 6,00 144 .00 148 150 •151 ) 106 9. 95 120.02 117 151 -152 lP7 B, Bd 118.00 152 --153 -186 Ip 100 9. 15 136.00 -149 153 -154 log 9, 45 184.00 154 155 156 -182 110 9.95 152.00 147 149 -155 111 9, 95 215.00 -147 -156 157 112 9, 95 246 .00 -157 159 -2a7 h 113 @, 00 280 .021 -160 161 114 9. 95 284 .3P 139 -161 162 } 115 9, 95 29P.00 138 -162 -163 116 9,95 291 .0e 163 164 -166 -167 h 117 0, 00 294.00 135 -164 -165 118 9, 95 306 .00 165 166 -168 119 13, 60 309.00 167 -169 it 120 13,6d 315.00 166 -170 + 121 13, 64d 319 .0P 169 170 -171 122 13.00 322 .00 171 172 •173 123 114 5.10 340 .PP -172 124 13,60 265 .00 158 173 -174 125 13.60 14l .00 174 179 -188 126 13,60 185 .00 175 176 -178 1 127 13,60 242 .00 -175 -177 -190 i 126 13.60 137.60 177 178 -179 0.oil 150.00 lea 181 •187 134 13,60 142.00 -151 182 131 0,00 251 .02 -159 183 184 [ 132 0,d0 255.BP 160 -183 105 y 133 @, 00 118 .00 186 -192 134 21,160 0.00 187 -193 135 0, 00 255 .00 -198 }� 136 0,ed 273.0P -102 189 137 0.00 225.8P, -176 198 138 0.00 265.50 -195 196 197 ) 139 @,ed 265.50 -197 198 2161 1•.. �. 2: 16,74 316.60 24 -25 -26 21 16. 74 315.ee 27 -as 2" 16, 74 329.100 26 28 -29 23 9.00 329.60 29 38 -31 24 16. 74 313.80 25 -30 25 7, 73 306.00 32 -33 26 7, 73 323.89 31 -32 -34 27 7. 73 334.89 34 35 -57 _._ 26 7. 73 291.16 33 -35 36 29 7, 73 305.36 -36 -37 30 7. 13 308 .00 37 -38 39 31 7.73 289 .00 18 -3) 40 -54 32 7. 73 275 .00 15 -40 -41 • 33 7. 73 247 .00 41 -42 -43 34 , 73 73 263.00 43 -44 -45 3s 7 278.0® 45 46 .47 • 36 7. 74 294.00 47 48 -49 37 7. 73 302.00 49 .50 38 7. 73 3e5.00 50 51 •5<^ 54 • 39 7, 73 3el .0a 52 -53 55 48 7, 73 301.00 38 -55 -56 41 7,73 296.00 .3 56 -58 • 42 7.73 345.09 57 58 -59 43 0,00 423.10 60 -191 44 1100,00 423.10 -60 61 62 • 45 26236 363.00 .61 63 64 ) 46 26.36 352.ea -63 65 66 47 26,36 350.00 -62 -66 -67 71 � . • 48 26, 36 346.e0 67 .68 -69 49 26, 36 324.00 59 70 -71 72 50 26,36 282.00 -72 73 • 51 26, 36 276 .e0 -73 75 E 52 26,36 284.60 -51 .75 76 81 53 7, 73 276 .a0 -48 77 54 7, 73 261.00 -46 -77 78 55 7, 13 244 .00 44 -78 79 -81 56 7, 73 218 .e0 42 -79 80 • 5' 7. 73 120 .0 0 -80 _ 58 0,00 250.00 .76 82 59 26, 36 237.00 -82 83 • 60 26,33 243.00 -84 168 -200 61 26, 36 226 .00 84 -85 62 26,36 212.00 -83 85 -86 • 63 9, 95 206 ,00 86 -87 -117 - _- 64 0,00 222 .00 87 .88 •89 65 9, 95 242.00 89 -91 -92 • 66 9,95 268.0P 91 -93 94 67 9,95 272.00 -95 96 -101 68 0,00 271.00 -96 97 • 69 26,36 27940 .7a 74 -97 194 70 26,36 338.00 -65 68 -98 71 26,36 335.OF 69 98 -99 i 72 26,36 333.80 99 -la0 1 73 25.46 331 .00 -64 lae 103 74 9,95 316.00 -103 104 106 l� i 79 9,95 3a8.0e -104 Les _ 76 9,i75 2e7.00 101 -1a6 107 0,00 274.00 102 -167 lee ! 78 9,95 270.ee -108 leg .189 79 9.95 278.00 95 -109 -110 -112 1 t� t 172 122 123 908.0 16,0 3,4 0.06 173 124 122 1900.0 16,6 3.4 @,08 ) _ 174 125 124 1406.0 16.0 3.4 9.00 175 126 127 1086.0 4.1 3.4 0.08 176 126 137 500.0 4,0 3.4 0, 00 ) 177 128 127 1000.0 4.0 3.4 $.a@ 178 128 126 258. 0 4.0 3.4 0,00 179 125 126 88d.0 h 0 3.4 8,00 16d 129 125 502.0 16.0 3.4 0,00 181 129 130 25J.0 815 3.4 0,00 182 130 109 800.0 e. . 3,4 0,00 183 131 132 100.@ 16,6 2.1 0.00 104 131 103 300.0 16.0 2.1 a." 165 137 102 500. 0 18.0 9.4 0,02 186 143 107 59.0 14.0 9.4 6,00 THERE IS A PUMP IN LINE 186 WITH CHARACTERISTIC COEFFICIENTS. A ■ 450. 4 B • � N,<300E-8_. s -6,3098E-64 167 134 129 50.2 16,0 1.1 0.00 THERE IS A PUMP IN LINE 187 WITH CHARACTERISTIC COEFFICIENTS- A • 462,4 B ■ -0,2688E-01. C • -0,1442E-04 188 60 135 500.0 6,0 1.4 0,00 189 136 78 40.0. 1 4. 0 9 ,4 0, 013 190 137 127 200.0 4.0 3.4 0,00 191 0 43 10. 0 20, 0 6.9 t ; dN 431,90 l0 192 0 133 10.0 1A.0 9.4 a,00 159,00 z 193 a 134 10. 0 16. 0 1 .1 0. 00 181, 10 194 69 144 250.0 10.0 1.9 0100 • 195 144 138 180.0 8.0 2.9 0.00 196 138 143 220.0 8.0 0.9 0,00 197 138 139 178.8 8.0 0.9 0,00 196 139 140 200.0 8.0 1.9 0,00 ) 199 140 141 100. 0 8. 0 1 .4 0, 00 260 141 6d 1620. 0 8,0 1.4 @,de ; 2111 139 142 1. 0 6,0 1.9 0.00 2@2 146 147 303. 0 Old 0.9 a.00 203 147 145 300.0 8.0 0.9 0,00 204 145 146 210.0 8.8 6.9 0.00 _ 205 146 149 440.0 810 6,9 0,00 206 148 149 1?@.@ 16,0 2.1 a,00 • 207 148 112 250.0 16.0 2.1 0,02 • JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES 1 314.30 238.00 .1 2 0,86 235.00 1 -2 • 3 16,74 236.98 2 -3 •4 4 16, 74 236.00 4 -5 -26 5 16. 74 242 .00 5 -6 7 • 6 16,74 242.00 3 -7 8 7 0,00 225.08 .8 9 0 16, 14 206.60 •9 10 -11 9 62,86 206.00 -10 3 11 16, 74 231 .60 11 •13 11 16,74 75.80 -12 * 12 15,74 256.60 12 13 -14 �) 13 16,74 241 .00 14 -15 16 -17 14 16,74 241.07 6 -16 !♦ 15 16.74 310 .90 17 -19 16 16, 74 282.96 -18 19 21 -23 17 16,74 299.51 20 -21 -22 10 16,74 310.60 22 -27 ) 19 16, 74 285.60 23 -24 f ) + Bole ,at B'ZT O'oat TIT tat ILI agog tat alai sleet eat TZt OLT I 0010 Vat D19 0 '00V 63 - TIT 691 0010 tat 010T [Bases O: : BZT 291 �( ogle ►of 069 2•009 91T 6TT L9I We O't 010T O'sSZ 911 OTT 991 Vale 61Z 2.0 w sit Ill SIT SOT R 0040 6'Z 019 0,a a Z LIT 911 1,91 1 Oe'P Oat e•at 2186Z ill 91T TOT We 1,06 019 f•o0► STI OTT ZOT Dale t16 919 ke100T PIT fTT TOT I 8o 's 6,06 0101 glee£ ETT art o9T of 'a Ile 8 '91 B DCS Tit ?It 6ST + ogle T'e e'9T 16.099 60T ►?T 241 of's 6'f 0.0 13.000 ZTt ITT LST De'P ►'6 e'Y O'OUT TTT 601 941 Polo r'6 0 '9 0.099 OTT 00T SST I el?'a 1 '6 21O 0.0991 Bit 6dT ►St ague 11- 6 049 O 'Par LOT BIT EST 0010 ►oe Vat 00001 gat Let Zst 1 solo Tat Vat 0o0ST set 9eT IsT a0.0 ►' a 009 a'Oar tat Sol art so'V Tat 049 0600t Bat 01T 6►T 1 0010 I't e'ZT a•esaT COT GOT got D0'e 0.6 a '► 0'Delp I TIT OTT LOT Dale T'e 2191 a'eeZ UT Tel 9Ot 0010 r' 6 0.0 0.006 62 ZOT SOT sale Y'6 0 '► 0W9 06 TOT ►OT 0012 T'Z 0161 ales? 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►S fS LL 1 pole 919 a'► 00001, Bs ZS 91 a0'o. 909 B'e d108L ZS TS SL tt gels ►'t 019 e•e9f a►T 69 ►L / Bolo 919 Ole O 'esf TS as ft go'B 919 O'9 0'solo aS 61, ?L pole t 'z P19T b'Boot 69 6► 01 sole 6'z 0'9 a'oo?T 0• TL 69 4 / 0a's ►'Z ale O'Or,t do 01 Q9 / ogle ►'z 0'ZT 0060z It 9► L9 ogle 9't O'9 d•0of, L♦ 91, 09 (1 pie'a 61z 01A O'IaST 04 9► S9 1 @too 1, 1 6 B'a1 0.9061 £L Sr 09 Bale 9' a 019 west 90 S► f0 tt ogle 9'1 0'9T a,set Z L► /► z9 1 Bale 9'z aoo' a'age t Sr ►► i9 0P1e 6'4, /'0Z a'iaf to to so tale Oro a'9T a*@oat zt 6► 6f go's T'a 0191 /'e59 it, z► 16 op'e ►`L flat e'BezT LZ Z► if (.t ogle 9'a 0'9 00999 a► to, 9S ogle 91Z 140 0'1e9 a► 6E a1'e 910 1'9 1'uEt It Be ►f (► of:1 Tot 1491 1'US 6f Tr ('f 1 tole Tot fool 1'/110' If 6f Zf FLONRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG J 4T tHE DARCY WEISBACw MEAD LOSS EQUATION IS USED, THE KINEMATIC VISCOSITY + 0,0000167 i PIPE NI,MBER NODE NUMBERS LENGTH DIAMETER ROUGHNESS MINOR LOSS X FIXED GRADE all (FEET) ( INCHES) 1 2 1 500.0 8.e 2.6 1,01 4 2 3 2 30a.P 12.0 2.6 1,23 �} 3 6 3 600.0 6.0 2.6 0,00 4 4 3 606.0 12.0 2.6 9.00 4 5 5 4 370.0 12.0 2.6 0.00 1) 6 14 5 300.0 12. 0 2.6 0,013 7 5 6 200. 0 12.0 2 .6 0.00 1 6 6 7 2i2.0 12,a 3.1 aloe 1} 9 7 8 300.0 6.0 4.4 1,02 10 8 9 1500.0 6.e 4.4 g,0a s 11 10 8 750.e 0.0 4,4 0,0a 1) 12 12 11 1359.0 6.0 4. 1 aloe 13 12 10 600.21 6.0 4,4 aloe f i4 13 i2 700.0 6 .0 4. / a.00 15 32 13 1200.0 e,a 4.2 2,00 16 13 14 100a.0 12. 0 2,6 0,00 1 17 ] 5 13 900. 0 12.0 6.6 oleo 1} 18 31 16 1200. 0 6.0 6.6 a,aa 19 16 15 400.0 12.8 6.6 0.00 0 20 17 4 1300.0 8.0 2.1 0.00 �} ) 21 16 17 1000. 0 12,0 3.7 0.00 22 18 17 550.0 . .0 2. 1 0.00 0 23 19 16 400. 0 8. 0 6.6 0.00 1 24 20 19 500. 0 8, 0 6.6 0,00 25 24 20 320. 0 6.0 4 .4 0.00 26 22 20 40010 8.0 6,6 0. 00 0 ) 27 21 18 1400.94 8.0 2.1 2.00 28 22 21 275.0 8.0 ;,4 0.00 f� 29 23 22 250.0 12, 0 2.4 0.00 �} 30 23 24 350. 0 6,0 4 .4 0,00 31 26 23 400. 0 12.0 2 .4 0, 00 32 25 26 350. 0 6. 0 4 .2 glee �\ 33 28 25 600.0 0. 0 4 .2 o, os 34 27 26 600.0 12.0 2,4 0.00 33 27 28 250. 0 6.0 3.7 0.00 �) 36 28 29 400.0 6,a 3. 7 0,00 37 30 29 200.0 6. 0 3.7 also • 31 4g 30 620.0 5.0 3.9 0,00 1) 39 30 31 400.0 6.0 3.7 0.00 41 31 32 1380.0 6.0 3.1 0,06 9 41 33 32 1200,0 8.0 3.9 0,00 42 56 33 600.91 6.0 211 1,01 43 34 33 400.0 6.0 2.1 0,00 44 55 34 6004 6.0 2,1 oleo 45 35 34 300.0 8.0 2.1 6.00 46 35 54 6e0. 0 6, 0 3.9 0.00 f 40 36 53 250.0 8.0 2.1 0.oa f� ati 600. 0 4.9 3,9 ilea 49 37 36 209. 0 8.0 2.1 6.00 is 38 37 200.0 8.0 2.1 0,30 ig 51 38 52 1200.0 6. a 616 9.00 _z - ^ 0.000� 1. :Y 1.3655 -. _� .. 7U dl t:•4 Y.! ^".• __�YS.1CN_�.:_._S(f ssL-,__-�Y.l.L.._. 0.000 0.974 4.:wni U.Wu 1.105 U.864 - _ ..._z ` - ---341x.�4_`Zr___Q.3�..-. ._.. 0.000 -4.5�4.._._...__ _4•:tZ%.._.. _Q.a�1��__ .�-�f�_._-.__....^..�.�.:._ 73.441 0.297 0.ON 0.000 U.833 U.848 -' b _�^�416 009 0 233 0 t - -.5 26 31.0I4 0.057 0.000 0.Q00 0.352 0,lu2 28 25 16 isa 0.148 0_000 0_000 0.44Q 0,246 34 27 26 342.716 0.313 0.000 0.000 1.114 0.521 .��T `�-_.. .... 5 -----53 32i _ ,j ��:JQO_-.- aOCtY._._._.StMS..__._Qa 47 .---- --- ._.-- --__._-..____.---`-----._..... . 1 36 28 29 40 0.C04 (W 0.000 0.078 0,010 37 _ 30 29 0.390 i 3??' 40 30 84.340 0.644 O,MO 0.OW 0.957 1.013 30 30 31 75.72? 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Pelt: _ ._,,,.,, • G+-..,i�•+,LL. - r. 2<S't CIS FRET° •..uSS IfWA'.1:':. i> I S`a, KF TIC Vt$CY157TY e _ _---•---._.• i ' " 1 PF. INU% BIT 4i' " !t FRS Lf`i--. "::i7 r.. �,IK714�$SS SINK! IASS P. ' k:.1 .._1 ,..If}ill) _-s.;.`_._-_�._...._ , _-._ _- r.0 2.b 0.no 6.0 2.6 0 (+) - __ 12.0 2.6 Qa 0 11.0 2.6 ? 3W.0 6.0 4.4 0.00 75u.0 0.0 4.4 0.u0 0.Uu 1 -uu.0 t;. 4.2 Q.W - 6. 0.W � _! 1t100.0 12.0 3.7 0.00 1!. 400.0 8.0 6.6 0.00 =f _ _ 200.0 b.0 4.4 0.00 21 11 1400.0 8.0 2.1 O.M21 .? 13 4W.0 12.0 1 4 O,RO ,� -. OM 7 _--- _ -- 15 600.0 6.0 4.2 G,qO f�- t- • 250.0 6.u 3.7 U.W �. ,u it, 2W.0 6.0 5.7 C..0 Aj 3! 4W.4 tr.ie 3.7 u.Ju f AOINC .S - �+V•sET i/E;(�iy�,5 /4l1'RC77MC1�/:S 12uU.0 S.0 3.5 __. . . .::.• �� _-5i10:0---- .T. ti"__`__Z7_. . -.__.'%GAT._.-- t '•� 1. js 400.0 au L i 4.06 �CLai 7 30._._ 6`----6:0'------;I-_--_"Si:Wi ---- Hai!' Grwllc a+ncN 300.0 8.0 2.1 0:00 •'tL''�: /91! ./*L� /�!j O✓rr�ib(. t .' .o .�. .-. _. fib-"- dl'tr ' ft< frZe f.i6H.�li4i} 47 __ _ 36 35 250.0 8.0 2.1 0.00 _ 4u -'+�y�__C•� gip• y���'�.��{''� --rf.Do _ 4Y 37 36 200.0 &0 - 2.1 0.00 SI 36 52 ^.a,0 G.0 6.6 0.00 53 `1 55 3'- K,'1 bOO.G c. 2.4 0.00 _.... 2? th�.0 rz.c� 2.4 (.,.oa ' , I �z� _ tmr Za4o Aw 44. t � I j O{Qi .`+i /gam �✓AlLlfihGr.C� .� 141, i4{z j �Gie Ap ofar AG r RrPY7tie:� � r t 1. likiik,mu for the opportuaity to proviao this sarvico. Plaaoo AFBie mis if You ►ove any vastiow or roocaraa. Sincerely, RAC li. Natlott. P.ii. 4 1 October 16, 1978 ' •1003.0 I ■omen Associates S ergreen Building, Suite 509 rmmtos, Washington 98055 Attention: Mr. John Norman, Preoident Subject: Sunset Heights Apartments Dear John: This letter is a summary of the analyses of the City of Renton's water system to supply water for fighting a fire at any of the buildings - contained in Phaac II of the Sunset Heigh-$ apartments. Two separate analyses were performed, one each for buildings 5 and 7, individually. The results indicated that, with the hydrant locations and 8" main extension shown in the attached figure, there is 5,850 am available 8 approximately 30 - 45 psi residual pressure in the mains supplying the hydrants. This capability exceeds the requirement of 5,800 Us at 20 psi residual pressure. The remainder of this letter provides additional details regarding analyses conditions. Also, the computer output along with a system schematic is attached for your use. The analysis of water supply available for fighting a fire at building 5 included opening hydrants A, 8 and D as shown on the 111 as shown on the attached site plan. Theme hydrants are nodes 141, 142 and 143 respectively in the computer simulation. At building 7, hydrants D, E and P (nodes 141, 142 and 1.43) were opemed. A plot of the flow in nearby pipes Is also included for your review. The calculated supply is available during demand conditions epaal to the average rate of the maximum day with the following NWO" epnratisg: Highlands ground level reservoir with the water surface 5 feet below overflow e Windsor Hills and Mt. Olivet pump stations each operating two pumps 5001• 114th Avenue N.E.,Kirkland,Wmshaplon U ottlu t2oe�e2s•aeBo a...;�en•�asa ; milli& w.nw -�t. NORMAN ASSOCIA S, INC. �DUt�® - -- CO SUIPB E%G MFER6 fVFRGMfEM wII UI MG. LEER wir[soo FFIMTM.YY...oe. o.0 tY l� 24 ' -/ /s TO 120 , L. \I r. &1bpcE S..,,it ,• 1� f ff P h J r IT k �. ": Dapr I 11„ a E.a ry. �! ,,,,�, 1 l r�1 E:rf �r•• 1`�`•^�m.r F^" .,, a s �cr , I '. 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I31 'd :k 145.130 0.178 0.060 O.non n.926 0.88.9 7 l-. • ' 112.E 2`-- -1.D�S�-.-_..7).524 _ 0.170 3.000 O.f00 D.902 f` E52 IZS ; 7 6.891 0.005 C1.non 0.00Ki C.073 0.012 151-__-' C.000 ~O.u06�_.�-Q.423_.w -7 .13.88(3 0.572 0.000 C.000 1.365 1.9U8 I-•- L.:1 s: ., '. ti 7.9iU 0.031 0.Wu U.UUO 0.4u0 0.128 .J ,17: +'= 1�•`- ''» �.280 u.713 0.(Am 0.Ow 0.712 1.427 (J.519 U.000 __ U..U00 1.3OU 1.732 s.Tuo �i�iq -- b.L ' �i;Tdg ._ - -- --- - _ _ _.._.__ - I lt,-- 5u b5.UU6 0.364 O.UU0 0.u00 0.738 0.606 tJ7 %) 96 43.U09 0.195 0.000 0.00ti 0.497 0.391 - - -} is u) Jua '-._ 114.644.._� .- 1 ;; i14 99 59.939 0.180 0.000 _ 0.W6 0.600 0.720 14U 1„3 y,J_. ..-.._- 3b.r60"`-".1;..7."!$-..-�. _. -.-_15. �1 --_ ..._.-.T- -..--0.. �_. .�_..__...- . 141 �9 l0u 44.928 0.205 0.000 0.000 0.510 0,410 __ ! _ 1.3 1,2 lul 2267.462 0.358 - 0.000 0.000 2.566 1.432 t 144 1i11 ,� - 33.390_...____.1.18 '--------- -7.000 -------+.�5'F�-t.�l_"__�_..._.._.._. 145 102 S9 53.297 0.515 0.(w _ 0.000 �.605 _0.572 146 in3 102 _. _ -2052:067---- 0 73 -T).!' '4 _ O.MIo____ ).2 r4-' YM7 _-_-_._._ ._ ._._.-..:__._-..-_,_._-_. , 147 11f. ill 48.308 5.715 0.000 0.000 1.233 4.082 - _ 149 11C 108 43.740 0.116 0.000 0.000 F:'96 0.289 105 TNb3.434 -- 0:b5S___ T.37 •_--.--__------ _ 151 lni, 105 1170.157 0.699 0.000 '0.00ti 3.319 4.661 7 :.479 u.2V6 0.Ono 0.664 0.686 NODE DATA1 --------------- NODE DEMAND HOL N0. (CF8) ((1PM) ELEV HEAL PRE38JRE ELEV ----------------------------------------------------------- 50 0.039 26.36 282.00 114.16 49.47 396.16 51 0.059 26.36 271 .OG 119.97 51.99 395.97 32 0.059 26.36 2F 00 111.68 48.39 395.68 53 0.017 7.73 27, .00 119.23 51 .68 393.25 54 0.015" 7.73 261.00 134.25 ". 17 395.25 * 55 0.0" 7.73 244.00 15i.22 65.53 393.22 56 0.017 7.73 218.00 177.11 76.75 395.11 57 0.017 7.73 120.00 273.10 119.21 393. 10 r.6 0.000 0.00 250.00 143.87 62.35 393.87 59 0.059 26.36 237.00 156.87 67.99 393.87 60 0.059 26.36 243.00 t10.86 48.04 333.86 61 0.059 76.36 226.00 149.70 64.67 375.70 62 0.059 26<36 212.00 180.63 78.27 397.63 63 0.022 9.95 206.00 188.67 81.76 394.67 64 0.000 0.00 222.00 175.03 75.83 397.03 610; 0.022 9.95 242.00 135.04 67.19 397.04 66 0.022 9.95 268.00 129.07 55.93 397.07 67 0.022 9.95 272.00 123.45 53.49 395.45 As O.000 0.00 271 .00 123.31 53.43 394.31 e9 0.059 26.36 279.00 1.2.46 48.73 391.46 0.000 0.00 294.00 98.78 42.80 392.7P 710�1 0.000 0.00 262.00 56.08 24.30 318.08 .:52 O.000 0.00 262.00 55.45 24.03 317.45 253 0.000 0.00 265.50 54.36 23.55 319.e6 2S4 0.000 0.00 265.50 33.25 23.08 318.75 255 0.000 0.00 265.50 55.5i 24.06 321.03 256 0.000 0.00 266.00 104.00 45.07 370.00 70 0.059 26.36 338.00 63.47 27.50 401.47 71 (1.059 26.36 335.00 66.48 28.81 401.4€ 72 0.059 26.36 333.00 69.65 29.75 401.6: 73 0.059 26.36 331.00 70.02 30.69 401.82 74 0.022 9.95 316.00 83.9- 36.39 399.97 75 0.092 9.95 308.00 91.84 39.90 399.84 76 0.022 9.95 297.00 111.64 48.39 398.64 77 0.000 0.00 274.00 124.19 53.81 399.18 78 0.022 9.95 270.00 127.52 55.26 397.52 79 0.022 9.95 278.00 118." 51 ."- 396.95 c 90 P -022 9.95 276.00 121.06 52.-, 397.06 S1 0.022 9.95 268.00 129.29 56.03 397.29 82 0.022 9.9S 236.00 161.51 69.99 397.51 83 0.022 9.95 215.00 182.51 79.09 397.51 84 0.022 9.95 211 .00 181+.85 E0.97 397.85 Al; 0.022 9.95 273.00 174.59 53.98 397.58 n6 0.022 9.90S 269.00 1�9.12 55.95 399.12 87 0.022 9.95 250.00 1AR.54 64.37 399.54 8O 0.022 9.95 229.00 1r ).99 74.10 399.97 C9 0.000 0.00 251.00 14a.i9 64.47 399.79 90 0.022 9.95 272.00 124 .55 54.84 398.55 J 91 0.022 9.95 276.00 122.33 53.01 398.73 1 92 0.022 9.95 285.00 144.04 4l' 47 399.04 F i ------------------------------------------ ! NODE DENANw HOL t " I NO. (CFS) (OPN) ELEV HEAD PRESSURE ELEV .. 1 0.700 714.30 238.00 154.71 66.t> 340.71 2 0.000 0.00 235.00 157.06 68.07 392.08 3 0.037 16.74 236.00 156.19 67.68 392.19 4 0.037 16.74 238.00 154.35 e6.99 392.35 5 0.037 16.74 242.00 150.38 65.16 392.38 6 0.037 16.74 242.00 150.36 65.16 392.36 j 7 0.000 0.00 225.00 167.?6 72.52 392.36 8 0.037 14.74 206.00 186. 17 80.68 392.17 j 9 0.140 62.86 206.00 186.06 80.64 392.08 1 10 0.037 16.74 231.00 161.21 69.86 392.21 11 0.037 16.74 75.00 317.25 137.47 392.75 12 0.037 16.74 256.00 136.31 139.07 392.31 i 13 0.037 16.74 241.00 151<76 65.77 312.78 t 14 0.037 16.74 241 .CO 1".46 65.63 392.46 15 0. .137 16.74 300.00 92.94 40.27 39..94 f 16 0.037 16.74 282.00 111.02 4?. Si 393.02 17 0.037 16.74 299.00 94.01 40.74 393.01 � 18 0.037 16.74 3I0.00 93.31 36.10 393.31 19 0.037 16.74 285.00 08.47 47.00 393.47 20 0.037 16.74 316.00 78.14 33.RA 394.14 21 0.037 16.74 315.00 79.26 34.34 394.26 22 0.037 16.74 320.00 74.4,; 32.28 394.49 23 0.000 0.00 329.00 65.58 28.47 394.59 24 0.037 16.74 313.00 81.29 35.23 394.29 25 0.017 -./3 306.00 88.86 38.51 394.86 26 0.017 7.73 323 00 71.81 31.17 394.91 27 0.017 7.73 334.00 61.11 76.48 ?95. 11 28 0.017 7.73 291 .00 104.01 45.07 395.01 G 29 0.017 7.73 305.00 90.00 39.00 395.00 30 0.017 7.73 308.00 87.00 37.70 395.00 ! 31 0.017 7.73 288.00 106.68 46.23 394.68 1 32 0.017 7.73 2i0S.00 119.17 51 .65 394.19 33 0.017 7.73 247.00 148.02 e4.14 395.02 y 34 0.017 7.73 263.00 132.20 37.78 395.20 35 0.017 7.73 278.00 117.31 50.83 395.31 j 36 0.017 7.73 294.00 101 ,46 43.97 395.46 37 0.017 7,73 ;,02.00 93.62 40.57 395.62 38 0.017 7.73 305.00 90.79 39.34 395.79 39 0.017 7.73 301 .00 94.6'? 41 .09 39S.R2 40 0.017 7.73 301.00 94.63 41.00 395.63 d 41 0.017 7.73 296.(,0 99.84 43.27 395.84 42 0.017 7.73 345.00 50.91 22.06 395.91 44 2.451 1100.00 423.10 5.57 2.41 423.67 45 059 26.36 363.00 48.27 20.92 411.27 46 4.059 26.36 352.00 51 , 11 22.13 403.14 47 0.059 26.36 350.00 50.51 21 .99 400.51 48 0.059 26.36 346.00 54.56 23.64 400.56 49 0.059 26.36 324.00 72.53 31.43 396.53 1 r i 4 PIPE DATA: --------------- ------------------------- ) PIPE NODES HEAD MUSS MO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1400 -- -----------^----------------------------------------- ------ 6 253 250 69 260. 19.0 .025200 3758.-- 3 5 5 4.74 1. . .07 R 254 69 251 380. 8.0 .016200 2944.56 18.79 73.39 193.12 • 255 251 252 200. 8.0 .016200 362.47 2.31 0.62 3.17 236 253 244 170. 8.0 .010200 554.82 3.54 1.10 6.50 • 257 255 253 180. 8.0 .010200 554.82 :o.54 1.17 6.50 S 258 4, 256 250. 10.0 .010200 3710.37 15.16 21 .46 85.83 f 997 251 997 10. 6.0 .010100 2582.08 29.30 5.98 597.63 r 998 255 998 10. 6.0 .010200 3155.55 35.8! 8.93 892.57 t 999 252 999 10. 6.0 .010200 2443.57 27.73 5.75 575.73 r r i i k• Y 1 G_ h PIFE DATA: PIPE VODFS W. K OSS NO. FROM T LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000 ---------------------------------------------------------------------_-__---- f 149 110 109 400. 6.0 .037200 44.22 0.50 0.11 0.719 >t 150 105 104 500. 6.0 .028200 108.73 1 .23 0.75 1.51 t 151 106 103 150. 12.0 .037200 1279.46 3.63 0.83 5.50 r�r • 152 107 106 100, 12.0 .028200 2672.27 7.58 2.18 71.80 7` S 153 108 107 300. 6.0 .112200 60.15 0.66 0.21 0.71 - t 154 109 108 1600. 4.0 .112200 25.89 0.66 1 .87 1.17 !1 135 109 110 800. 4.0 .112200 106.68 1.71 1 .76 2.20 136 109 111 1300. 4.0 .112200 61.41 1." R.26 6.36 157 111 112 400. 6.0 .046700 103.96 1 .18 0.63 1 .57 ' . - • 158 124 112 1300. 16.0 .025200 1.439.39 2.30 1.83 1.41 i 1s9 112 131 500. 16.0 .025200 1533.40 2.45 0.90 1.60 ISO 132 113 300. 10.0 . 112200 91.48 0.37 0.03 0.11 151 113 114 300. 6.0 .112200 91.48 1 .04 0.49 1 .67 162 114 115 400. 6.0 .112200 e.67 0.05 0.00 0.00 S 1S3 116 115 230. 10.0 .040700 131.21 0.54 0.04 0.17 l! IS4 116 117 200. 6.0 .034200 39.62 0.45 0.05 0.23 • 1S5 118 117 700. 6.0 .034200 30.79 0.34 0.10 0.14 t I" 118 116 250. 10.0 .040200 145.03 0.59 0.05 0.20 j t 1S7 119 116 600. 6.0 .040200 35.75 0.41 0. 1? 0.19 Y SS8 120 118 500. 10.0 .040200 185.36 0.76 0.16 0.33 * 159 121 119 400. 6.0 .040200 4^.35 0.56 0.14 0.36 F 170 121 120 300. 12.0 .040200 19 .96 0.56 0.04 0.13 Y 171 122 121 400. 12.0 .040200 261.92 0.74 0.10 0.25 172 122 123 900. 16.0 .040200 1145.10 1 .83 0.90 1 .00 � t 173 124 122 1900. 16.0 .040200 1420.62 2.27 7.91 1 .33 t 174 125 124 1400. 16.0 .040200 2873.6t 4.59 9.65 6.18 175 126 127 1000. 4.0 .040200 1 .91 0.05 0.01 0.01 1'►6 126 137 500. 4.0 .040200 2.73 0.07 0.00 0.01 Y 1'17 128 127 1000. 4.0 .040200 8.97 0.23 0.11 0.11 i 1''8 129 126 250. 4.0 .040200 18.23 0.A7 0.11 0.43 1 1''a 125 128 800. 6.0 .040700 40.00 0.46 0.20 0.25 R IRO 129 123 500. 16.0 .040200 2928.01 4.67 3.21 6.42 1M1 129 130 250. 8.5 .040200 217.51 1 .23 0.26 1 .04 1 IH2 130 109 800. 6.0 .040200 203.91 2.31 4.54 5.68 1413 131 132 100. 10.0 .025200 444.45 1.82 0. 16 1.61 184 131 103 300. 16.0 .025200 1088.95 1 .74 0.25 0.82 1 f It15 132 102 500. 10.0 .112200 352.97 1.44 0.76 1.451 196 133 107 SO. 14.0 . 112200 2612.12 3.44 0.64 13.87 lft7 134 129 50. t6.0 .013200 3145.32 ..02 0.29 5.71 188 60 135 500. 6.0 .016200 0.00 0.00 0.00 0.00 1119 136 78 400. 4.0 .112200 19.37 0.49 0.27 0.66 IFO 137 127 200. 4.0 .040200 2.73 0.07 0.00 0.01 1 15'8 198 201 10. 6.0 .010200 0.00 ('.00 0.00 0.00 15.9 199 200 10. 6.^ .010200 0.00 0.00 0.00 01"ID 2(,0 200 201 425. 6.0 .010200 0.00 0.00 0.00 0.00 1 2(-1 201 130 300. 6.0 .010200 0.00 0.00 0.00 0.00 202 200 130 650. 6.0 .040200 0.00 0.00 0.00 0.00 0 2(3 129 202 50. 10.0 .040200 0.00 0.00 0.00 0.00 t 2'1 256 255 180. 8.0 410200 1710.37 23.68 48.98 27,. 10 ■ 2.`2 254 252 200. 8.0 .010200 554.82 3.54 1 • �0 6.50 �r s ti S PIPE IN1TA1 PIPE MODES HEAD H1088 NO. FROM TO LENOTN DIAM COEF FLOW RATE VELOCITY LOSS /1000 -- i 99 72 71 300. 8.0 .028200 144.00 0.92 0.18 0.59 i 100 13 72 200. 8.0 .028200 170.36 1.09 0.16 0.81 r^ 101 76 67 1100. 4.0 .067200 45.11 1 .15 3.20 2.91 102 77 136 600. 4.0 .112700 19.37 0.49 0.40 0.66 IC3 73 74 800. 10.0 .103700 440.82 1.80 1 .85 2.31 I� 104 74 75 300. 8.0 .112200 100.31 0.64 0.13 0.47 ) F 105 75 95 700. 8.0 . 112200 90.36 0.58 0.24 0.34 106 74 76 300. 8.0 .112200 330.56 2.11 1.32 4.41 107 76 77 150. 8.0 .!12200 275.50 1 .76 0.46 3.07 108 77 78 250. 8.0 .112200 256.12 1.63 0 66 2.65 109 78 79 200. 8.0 .112200 265.55 1.69 0.57 2.85 i 110 92 79 900. 18.0 .025200 2529.38 3.19 2.09 2.32 1 i 111 91 80 800. 6.0 .112200 90.66 1 .03 1 .27 1 .59 ■ 112 80 79 250. 8.0 .11?200 102.40 0.65 0.11 0.44 113 85 81 300. 6.0 .112200 70.53 0.80 0.?9 0197 1 >< 114 85 82 500. 6.0 .112200 25.40 0.29 0.07 0.13 1!5 82 83 150. 6.0 .112200 0.98 0.01 0.00 O.00 i 116 84 83 250. 8.0 .112200 179.53 1.15 0.33 1.33 • 117 106 63 2300. 12.0 ,016200 1382.86 3.97 1?.OB 5.25 i 118 87 8� 800. 8.0 .112700 144.97 0.93 0.70 0.87 i 119 86 84 700. 6.0 .112200 44.51 0.51 0.27 0.39 1 120 86 85 250. 6.0 .112700 105.88 1.20 0.54 2.16 i 121 91 86 200. 8.0 .112200 160.34 1 .07 0.21 1.06 ! 122 89 87 300. 6.0 .112200 147.96 1.68 1.24 4.14 123 88 89 200. 6.0 .028200 88.83 1 .61 0.20 1.02 i 124 104 88 500. 4.0 .078200 98.7U 2.52 5. 18 10.37 i 125 90 87 400. 6.0 . 112200 C.97 0.08 0.00 0.01 126 90 91 300. 4.0 .112200 20.12 0.51 0.21 0.71 i 127 92 91 300. 8.0 .112200 240.82 1.54 0.70 2.34 , i 128 101 9, 550. 19.0 .025200 2490.77 2.82 0.93 1.70 i 129 93 92 250. 10.0 .112200 289,38 1 .18 n.26 1.05 1 i 130 94 93 350. 12.0 .11220n 299,33 0.85 0.15 0.43 i 131 100 94 500. 4.0 .112200 25.34 0.65 0.56 1 .12 1 Y 132 95 94 400. 12.0 112?00 283.94 0.81 0.15 0.39 i 133 97 95 300. 8.0 .112200 203.53 1 .30 0.51 1 .70 , 134 96 97 250. 6.0 .034200 60.04 0.68 0.13 0.50 i 133 117 96 600. 6.0 .034200 70.01 0.79 0.40 0.67 i t36 98 97 200. 8.0 .112200 143.47 0.92 0.17 0.R5 • 137 99 98 500. 6.0 . 112200 27.49 0.31 0.09 0. 15 ! 138 113 98 350. 8.0 .112200 125.93 0.30 0.36 0.66 i 139 114 99 250. 6.0 .112200 76.87 0.87 0.29 1.15 i 140 102 99 500. 6.0 .112200 20.48 0.23 0.04 0.09 141 99 100 500. 6.0 .112200 59.91 0.69 0.35 0.70 142 100 101 300. 6.0 .112200 24.62 0.28 0.04 0.12 Y 143 102 101 250. 19.0 .025200 2513.14 2.84 0.43 1 .73 1 # '44 101 90 600. 4.0 .112200 37.04 0.93 1.42 2.37 i 145 102 89 900. 6.0 .112200 59.13 0.67 0.62 0.69 i 146 103 102 200. 16.0 .025200 2249.74 3.59 0,68 3.39 `. 147 110 111 1400. 4.0 .112200 52.50 1 .34 6.51 4.65 i 14R 105 103 1050. 12.0 .0S7200 1170.74 3.32 4.85 4.62 y } IIWy fi PIPE JATA1 ----- ---------- PIPE NODES HEAP HLOSS ' NO. FROM •.1 LENGTH DIAN COEF Ft OW RATE VELOCITY LOS& i1000 • ---- •------------------------------------------------------------------------ j t ♦9 37 36 200. 8.0 .023200 171.00 i.09 0.16 0.80 i 50 38 37 200. 8.0 .025200 178.73 1 .14 0.17 0.87 51 38 52 1200. 6.0 .079200 22.43 0.25 0.11 0.09 1 52 39 38 400. 16.0 .025200 262.21 0.45 0.02 0.06 - Y 53 41 Z9 300. 16.0 .025200 337.74 0.54 0.03 0.09 jA 38 31 1200. 6.0 .079200 73.32 0.83 1.12 0.93 55 39 40 600. 6.0 .031200 47.130 0.34 0.19 0.32 Y 56 41 40 800. 6.0 .031200 43.91 0.50 0.22 0.27 t f` * 57 42 27 2200. 12.0 .028200 452.17 1.29 0.60 0.67 ' Y 58 42 41 600. 16.0 .025200 389.38 0.62 0.07 0.11 a 59 49 42 1200. 16.0 .028200 849.27 1 36 0.62 0.52 60 43 44 300. 20.0 .058200 6543.70 6.68 3.23 10.78 ) 61 44 43 1200. 10.0 .031200 1317.75 5.38 17.40 14.50 62 44 47 2400. 16.0 .031200 4125.95 6.58 28.15 11 ,73 63 45 46 700. 8.0 .031200 653.85 4.17 8.16 11 .66 ) 64 45 73 1900- 10.0 .112200 637.54 2.60 9.45 4.98 65 46 70 1500. 6.0 .034200 193.48 1.23 1.63 1.09 66 46 47 500. 8.0 .031200 434.01 2.77 2.59 5.19 ) ) Y 67 48 47 200. 12.0 .028200 258.40 0.73 0.03 0.73 . Y 68 70 48 750. B.0 .028200 209.91 1.34 0.91 1 .22 Y 69 71 48 1200. 6.0 .034200 74.85 0.95 0.92 0.77 ) it 70 49 250 740. 18.0 .023200 3719.75 4.74 3.75 5.07 * 71 4" 49 800. 20.0 .031200 4792.00 4.89 3.98 4.98 72 49 50 400. 8.0 .079200 157.61 1.01 0.37 0.92 r ) i 73 50 S1 300. 8.0 .079200 131.25 0.84 0.19 0.64 - - 74 60 2t_ 690. 8.0 .016200 1526.28 9.74 36.41 12.77 73 5a 52 700. 8.0 .079200 104.89 0.67 0.29 0.41 ) d 76 32 58 400. 4.0 .079200 54.80 1.40 1 .81 4.52 77 53 54 250. 6.0 .025200 8.13 0.09 0.00 0.01 -- 73 34 55 300. 6.0 .025200 24.90 0.28 0.03 0.09 ) 79 55 56 400. 6.0 .025800 46.61 0.53 0.12 0.79 80 56 37 600. 8.0 .010200 7.73 0.05 0.00 0.00 Y 81 52 55 1600. 6.0 .025200 46.16 0.57 0.46 0.29 > ) 82 58 59 400. 16.0 .037200 54.90 0.09 0.00 0.00 83 59 62 i000. 4.0 .079200 28.44 0.71 1.24 1.24 * 84 61 60 400. 8.0 .016200 1552.64 9.91 21.84 54.59 -- Y 85 62 Al 300. 8.0 .016200 1579.00 10.08 16.93 56.44 * 86 63 62 300. 12.0 .016200 1576.92 4.47 2.04 6.80 * 37 64 63 300. 6.0 .112200 204.01 2.31 ?.36 7.88 ) p t Be 83 64 400. 8.0 .112200 170.56 1 .09 0.48 1 .20 * 89 65 64 225. 8.0 .112200 33.45 0.21 0.01 0.05 Y 90 82 81 600. 4.0 .112200 14.47 0.- . 0.23 0.38 1 -91 66 65 450. 8.0 .112200 35.60 0.2, 0.03 0.06 4 Y 92 80 65 1100. 6.0 .112200 7.80 0.09 0.02 0.01 t 93 B1 66 200. 6.0 .112200 75.05 0.85 0.22 I . 10 1 ) 94 66 80 250. 8.0 .112200 ?9.49 0.19 0.01 0.04 i 93 79 67 500. 18.0 .025200 2887.38 3.64 1 .50 3.01 96 67 68 200. 16.0 .025200 2922.54 4.66 1. 14 S,bq ) ) 97 68 69 500. 16.0 .025700 ;29a2.54 4.66 7.83 5.69 r * 98 71 70 100. 8.0 .028200 42.79 0.27 0.01 0 06 1 ) 14.30 2.01 1.38 2.75 R 2 3 2 300. 12.0 .031200 314.30 0.99 0.10 0.3♦ R 3 6 3 600. 6.0 .031200 46.17 0.52 0.11 0.30 .� Y 4 4 3 600. 12.0 .031200 284.87 0.81 0.17 0,28 f 5 5 ♦ 300. 12.0 .031700 146.62 0.42 0.02 0.08 Y 6 14 3 300. 12.0 .031200 289.8E 0.82 0.09 0.29 ! 7 5 6 200. 12.0 .031200 126.49 0.36 0.01 0.06 8 6 7 250. 12.0 .037200 63.59 0.18 0.00 0.02 9 7 8 300. 6.0 .052200 63.59 0.72 0.19 0.62 10 8 9 150. 6.0 .052200 62.86 0.71 0.09 0.61 f 11 10 8 750. 6.0 .052200 16.01 0.18 0.03 0.03 f 12 12 11 1330. 6.0 .057200 16.74 0.19 0.07 0.03 ] R 13 12 to 600. 6.0 .052200 32.75 0.37 0.10 0.17 R 14 13 12 700. 6.0 .057200 66.23 0.75 0.47 0.67 f 15 32 13 1200. 8.0 .049800 190.89 1.22 1.40 1 .17 f I6 13 14 1000. 12.0 .031200 306.39 0.87 0.32 0.32 f 17 15 13 900. 12.0 .079200 198.67 0.56 0.16 0.17 f 18 31 16 1200. 6.0 .079200 89.52 1.02 1.66 1 .39 t R 19 16 13 400. 12.0 .079200 21;5.41 0.61 0.09 0.20 R 20 17 ♦ 1000. 8.0 .02n200 135.00 0.99 0.66 0.66 21 16 17 1000. 12.0 .043800 32.14 0.09 0.01 0.01 i 22 18 17 530. 8.0 .025200 139.60 0.69 0.30 0.34 f 23 19 16 400. 8.0 .079200 174.77 1.12 0.4E 1.13 Y 2♦ 20 19 500. 8.0 .079200 191 .51 1.22 0.67 1 .35 1 ! 25 24 20 300. 6.0 .052800 56.53 0.64 0.15 0.50 Y 26 22 20 400. 8.0 .079200 151.72 0.97 0.34 0.93 R 27 21 18 1400. 8.0 .025200 156.34 1.00 0.94 0.67 Y 28 22 21 275. 8.0 .028200 173.08 1 .10 0.23 0.84 - R 29 23 22 250. 12.0 .028200 341.54 0.97 0.10 0.39 30 23 24 350. 6.0 .057800 73.27 0.83 0.29 0.82 n R 31 26 23 400. 12.0 .028200 414.81 1.18 0.23 0.56 r 32 25 26 350. 6.0 .049800 31 .12 0.35 0.05 0.16 R 33 28 25 600. 6.0 .049800 38.85 0.44 0. 14 0.21 f 34 27 26 600. 12.0 .028200 391.41 1 .11 0.30 ,1.50 r 35 27 28 250. 6.0 .043800 53.03 0.6D 0.10 0.42 36 28 29 400. 6.0 .043800 6.44 0.07 0.00 0.0! 37 30 29 200. 6.0 .043900 1.29 0.01 0.00 0.00 r R 38 40 30 600. 6.0 .046800 83.98 0.95 0.62 1 .04 1 A f 39 30 31 400. 6.0 .043900 74.96 0.85 0.33 0.82 i 90 31 32 1300. 6.0 .037200 51.03 0.58 0.45 0.37 R 41 33 32 1200. 8.0 .046800 147.59 0.94 0.83 0.70 i f 42 56 33 600. 6.0 .025200 31 .15 0.3E 0.09 0.14 f 43 34 33 400. 8.0 .025200 124.17 0.79 0.17 0.43 # 44 55 34 600. 6.0 .025200 16.72 0.19 0.03 0.04 f 45 35 34 300. 8.0 .025200 115.18 0.74 0.11 0.37 46 35 54 600, 6.0 .046800 24.50 0.28 0.06 0.10 s R 47 36 35 250. 8.0 .025200 147.41 0.94 0.15 0.60 48 36 53 600. 4.0 .046800 15.86 0.40 0.21 0.34 ` i r t 4. _ r r ! k�- •si t l�J wSu ----------------------------------------------- PIPE NODES 4 t Y� t 1.! SECTOR 2 (MInDLc ZONE) 4 FIRE ! 8UN3ET HEIGHTS APTS iNORMAN ASSOC. ) - NODE 233s231.232 I 100 FROM EDMONDS AVE. { NO LOOP AROUND PROPERTYP FIRE BLDG 2 AND SW 3 HYDRANT£ FIGHTING FIRE HIGHLANDS RES f 3' DRAW DOWN. . . . . DATE: 4 '30/79 BY: R 0 BIEKER JODI 812207.A6 0) ALL DEMAND FLOWS ARE MULTIPLIED BY 1.0000 i /) PIPES 207 NODES 152 'N 7 Pwti SOURCE PUMPS ' sZ4 GemI � S9 )} BOOSTER PUMPS 0 ____,• 11 RESERVOIRS 4 MINO7 LOS';FS 0 ly�y S'J. J • PRVS 0 _e ` ti4 � I Ex,tt j`'O.F, NOZZ,_ES 0 _ Ebtt !� --"71 CHECK VALVES 0 p\A� Oi 1 SOURCE - LVMPS: Alo NODr 2ND ORDER LINEAR SHUT-OFF SUMP N0. 0 ~ G`'� LS8 - �,�7r' sS3( COEFFICIENT COEFFICIENT HEAD ELEVATION F 134 -2.8995 -12.148 462.55 ?81.10 I q I 133 -6.7261 1 .911 430:38 159.00 1 f L f RESERVOIRS: ( I NW. ELEVATION Ok \S 999 3!2.10 fix'~ 43 431.90 q� e \{ T r 99", 312. 10 a� !w .�atojO 1SS 49,i 312. 10 yan, � r}^ $ "GI le'4T `9�J FLOW FROM PUMPS AND RESERVOIRS EQUALS 4120.130� a`� 1ri 19 1SV J ITERATION- ! SUM OF DIFFERENCES- --' ITERATION- 2 SUM OF DIFFERENCES- 0.393E+03 ITERATION- 3 3UM OF DIFFERENCES- 0.206E+03 ITERATION- 4 SUM OF DIFFERENCES- 0.984E+02 2 t 1 G PM ITERATION- 3 SUM OF DIFFERENCES- 0.442E+02 ITERATION- 6 SUM OF DIFFERENCES- 0.197E+02 ITERATION- 7 SUM OF DIFFERENCES- 0.832E+01 ITERATION- R SUM OF DIFFERENCES= 0.213E+01 ITERATION- 9 SUM OF DIFFERENCES- 0.488E+00 ITERATION- 10 SUM OF DIFFERENCES- 0.989E-01 ITERATION- 11 SUM OF DIFFERENCES- 0.123E-01 ITERATION- 12 SUM OF DIFFERENCES- 0.219E-03 SOURCE PUMPS: T` NODE HEAD FLOW 134 235.00 Pe.83 n !33 230.63 -117.46 UNITS OF SOLUTION ARE: DIAMETERS - INCH I • LENGTH - FEET HEADS - FEET ELEVATIONS - FEET PRESSJRES - PSI FLOW - GPM DARCY-WEISBACH FORMULA USED FOR COMPUTING HEAD LOSSES A s � �..� i .. �rl U ,it tY .�,., E'A t `',.'u� V � r, s � ;� © �, � �, :e o �:��� d ' � �, � � � ., ,� �, ..u,, � �j �: � � , . ate _� � � 1 p � ' � '� '� � � � '� •;1 ,p f� :0 �p�� ® �6�'a 'i .� 6 � �, A , 9 J A I �.�. f 1 . i��� . � r �; � ,i � .� _ � r 4 s._� . - x i R r . { .� r �',0 ® s ,....� ii .ID a , �' IF i T �' I u: 3� 0� ® �I `� � ID C ® � Q � •� ! 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PP 0 ^J NW I.wm I f>i 0 0 0 00 0-,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *0 *0 *0 0 0 0 0 60, 0 0 0 0 ; m 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 l G i I 1 1 I r r. .•.r. Hrr r.I+Y .. rI+ F. r r+ ✓ .. ✓ ✓.+ .. Gam• NN V r.+.n .+1+H 1 1 0) V PPU P r " I+O.� .. W♦ PW NOON VO) OO W •0 •0 .ON O .+ IJ .` PP U W V 00PP 'OON (A CD V N NO7 .+ 0) ! O UP ! a V �-• m '00. COCO 'J " PUU Or 030m .0 W ! W W W a V V•+ W a0 I •0 0 •0 U •V FJ O FJ FJ O W V P !;. O !! ! w FJ F.1 V •0 •0 P VI 6 v ! ♦ W W N- V P P NI U I m I .• l aOW L4 W F A. CD A PI+ •0 .•.• NN V �` N. V V V PUr FJ I D I •00 V POf W!J t,1 w000 W PN O .00701 .0 V OON 1 7 1 I 1 1 i i 1 I � • 1 m .1 G N N FJ J LA N. i LA N P V U w ! ! N W W ! ! W L ♦ .�U ! ! U A V V P ! V m Ol W V V V V V J 0)90TOM WLF 00) 0) P 07 .�• L0! � •0 lUPNIOfP FJU •c �• .• l407U V W W PU •. 07 C0oNNa wwW 1 I w dW P W A 03UP W.+ U W03 VNV FJ UPOPO V •000 ;D ;j 07.• W POl .•N0 V NANO• I A J• U 0 CD L, •-• N W •0 N tJ C A 0 0 V w LA.• W P U V P N 10 (A U •0 VI N M FJ .J N O 0 k) V O-W W"N I !11 I 1 D L A P D O A A b ! A A AAA ♦ D A ! O ! ! 1 1 ! 1 D a 1 ! ! ! ! a ! a a ! A ! ! A a A a A a a 1 nW O•(A •' N W ". .. .+ r fliW r.• .+.+ ."r" ." ^' r r. .'.' w .. n... ....coo 00O0 000 000000000 1 WPU V .•O W W WNW W NFJN N.' N tJ 1J FJNNN .• .` . .' •- 000do ^ooaaa •o o .00ao •o•om 1 m O O.Ow VO W ;N O FJNO O] VP aP0laaUNN v •O •0 ?UOI V A ! W 0)N V PP *0w ��II V V V O•w✓ I mx F.AOOG07 tJ NA W rA 0) A W P .. O .....N NN V �' 00 V A W W W VIC10 GPN O •00mO V OON i Cf iY*w�' FIFE DATA: ---- ------- . PIPE NODES HEAD "LOSS --NOO FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000 ' ------------------------- 252 252 254 200. 8.0 .010200 967.71 18.94 35.30 176.49 253 69 250 260. 19.0 .025200 0.02 0.00 0.00 i 254 69 251 380. 8.0 .016200 2430.36 15.51 49.09 131.56 f 255 251 252 200. 8.0 .016200 1586.61 10.13 11.40 56.99 t 256 254 253 170. 8.0 .010200 987.70 6.30 3.41 20.05 i 257 255 253 180. 8.0 .010200 1083.25 6.91 4.33 24.04 997 254 998 10 6.0 .010200 980. 22.47 3.51 351.42 t 998 255 997 10. 6.0 :010200 '''� .85 .5.23 4.43 413.30 t 999 2'3 999 10. 12.0 .010200 � .��0.93 5.97 0.11 10.54 ) i 1 i t t y �t PIPE DATAS -------------------- PIPE NODES HEAD HLOSS NO. FROM TO LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000 s ---------------------- __ -: t 149 110 108 400. 6.0 .037200 37.02 0.42 0.08 0.20 t 150 105 104 500. 6.0 .028200 104.87 1.19 0.70 1 .41 y, ! 151 106 105 1S0. 12.0 .037200 1245.15 3.53 0.78 3.21 ,a t 152 107 106 100. 12.0 .026200 2545.48 7.22 1 .98 19.78 '.t 153 100 107 300. 6.0 .112200 50.68 0.3R 0. 15 0.31 t 154 109 108 1600. 4.0 .112200 23.62 0.60 1.56 0.98 t 155 104 110 800. 6.0 .112200 9?.87 1 .11 1.48 1.85 to 156 109 111 1300. 4.0 .112200 58.88 1.50 7.60 5.84 - 157 III 112 400. 6.0 .046200 --., 34.16 1.13 1 .58 1.22 t IS8 1..4 112 t;,00. 16.0 .023200 1334.16 2.13 1 .38 1 .22 t 159 112 131 300. 16.0 .025200 1424.04 2.27 0.69 1 .38 160 132 111 300. 10.0 .112200 100.22 0.41 0.04 0.13 161 113 114 300. 6.0 .112200 100.22 1.14 0.58 1.94 162 114 115 400. 6.0 .112200 27.06 0.31 0.06 0.15 t 163 116 115 250. 10.0 .040200 103.42 0.12 0.03 0.11 161 116 117 200. 6.0 .034:00 40.43 0.46 0.05 0.24 t 165 118 117 700. 6.0 .03420.1 28.35 0.32 0.08 0.12 t 166 I18 116 230. 10.0 .040200 123.58 J.30 0.04 J.13 +t 167 114 116 600. 6.0 .040200 30.22 0.34 0.08 0.14 t 169 120 118 500. 10.0 .040200 161 .88 0.66 0. 13 0.2w } . t 169 121 119 400. 6.0 .040200 43.82 0.50 0.11 0.29 170 121 120 300. 12.0 .040200 175.48 0.50 0.03 0. 12 t 171 122 121 400. 12.0 .040200 232.90 0.66 0.08 0.20 172 122 123 900. 16.0 .040200 1145.10 1 .83 0.90 1.00 t 173 124 122 1900- 16.0 .040200 1391.60 2.22 2.79 1.47 i 174 12!: 124 1400. 16.0 .040100 2739.36 4.37 7.87 5.62 175 126 127 1000. 4.0 .040200 1.91 0.05 0.01 0.01 176 126 137 500. 4.0 .040200 2.73 0.07 0.00 0.01 i 177 128 127 1000. 4.0 .040200 8.97 0.23 0.11 0.11 i 178 128 126 250. 4.0 .0Q^200 18.23 0.47 0.1i 0.43 1 179 125 128 800. 6.0 .140200 40.80 0.46 0.20 0.25 t ISO 129 125 500. 16.0 .040200 2793.76 4.46 2.92 5.84 181 129 130 250. 8.5 .040200 203.91 I.i3 0.23 0.92 1 182 130 304 800. 6.0 .040200 190.31 ° 183 131 132 100. 10.0 .G26200 426.95 1.74 3.95 4.96 - 1 1.74 0. 15 1.49 1 184 131 103 300. 16.0 .025200 997.09 1.59 0.21 0.69 • 185 132 102 500. 10.0 . 112200 326.73 1.33 0.67 1.33 186 133 107 50. 14.0 .112200 2494.80 187 134 129 50. 16.0 .013200 2997.67 4.78 0.26 12.66 188 60 135 500. 6.0 .016200 0.00 0.00 0.00 1 ' 0.32 0. 11 0.28 189 136 78 100. 4.0 . 112200 12.39 0.32 0. 11 0.28 ' 190 137 127 200. 4.0 .040200 2.73 0.07 0.00 0.01 198 198 201 10. 6.0 .010200 0.00 0.00 0.00 0.00 199 199 200 10. 6.0 .010200 0.00 0.00 0.00 0.00 200 200 201 425. 6.0 .010200 0.00 0.00 1 201 201 130 300. 6.0 .010200 0.00 0.00 202 200 130 650. 6.0 .040200 0.00 0.00 0.00 0.00 0.00 0.00 0.00 203 129 202 50. 10.0 .o4o2OO , 0.00 0.00 0.00 0.00 250 250 251 410. 8.0 .010200 2463.35 15.72 49.99 121.93 251 251 255 670. 10.0 .010200 3307.11 13.51 45.78 68.32 i i 1 �t - 1 1 PIPE DATA: 1 --------------------------- ----------------------------- FIfE MODES HEAL, HLOSS NO. FROM TO LENGTH OIAM COEF FLOW RATE VELOCITY LOSS /1000 -----------------------------------------------------------------`-------- t 99 72 71 300. 8.0 .028200 223.42 1.43 0.41 1.38 i 100 73 72 200. 8.0 .028200 249.78 1 .59 0.34 1.71 t 101 746 67 1100. 4.0 .067200 33.53 0.86 1. 79 1 .62 102 77 136 600. 4.0 .112200 12.39 0.32 0.17 0.28 103 71 74 800. 10.0 .103200 138.73 0.57 0.19 0.24 i 104 75 74 300. 8.0 .112200 90.94 0.58 0.10 0.35 Y 105 95 75 700. 8.0 .112200 100.89 0.64 0.30 0.43 106 ;4 76 300. 8.0 .112200 219.73 1.40 0.59 1.95 107 76 77 150. 6.0 .112200 176.24 1.12 0.19 1.28 308 77 78 250. 8.0 . 1!2200 163.85 1.05 0.28 1.11 109 7C 79 200. 8.0 .112200 166.29 1.06 0.23 1.14 >t 110 92 79 900. 18.0 .025200 2209.12 2.79 1.60 1.78 Y 111 91 80 800. 6.0 .112200 79.39 0.90 0.90 1.22 i 112 80 79 250. 6.0 .112200 83.76 0.53 0.07 0.30 t 113 85 81 300. 6.0 .112200 61 .66 0.70 0.22 0.74 Y 114 85 82 500. 6.0 .112200 21.77 0.25 0.03 0.10 1t 115 83 82 250. 6.0 .122200 0.87 0.01 0.00 0.00 t 116 84 83 2:i0. 8.0 .112200 159.60 1.02 0.26 :.05 Y .17 106 63 2300. 12.0 .016200 1290.38 3.66 10.55 4.59 • lie 87 84 800. 8.0 .112200 131.00 0.84 0.57 0.71 t 119 86 84 700. 6.0 .112200 38.55 0.44 0.21 0.30 Y 120 86 85 250. 6.0 .112200 93.38 1 .06 0.42 1.69 t 121 01 86 200. 8.0 . 112200 141.88 0.91 0. 17 0.83 Y 122 69 87 SOO. 6.0 .112200 136.82 1.55 1.06 3.54 123 88 8S 10u. 6.0 .028200 84.97 0.96 0.19 0.94 Y 124 104 38 500. 4.0 .028200 94.92 2.42 4.79 9.59 t 125 90 87 400. 6 .0 .112200 4. 13 0.05 0.00 0.00 126 90 91 300. 4.0 .112200 19.30 0.49 0.20 0.66 127 92 91 300. 8.0 .112200 211 .93 1.35 0.54 1.01 i 128 101 92 550. 19.0 .025200 2318.31 2.62 0.91 1.40 7 129 93 42 250. 10.0 .112200 112.69 0.46 0.04 0.16 Y 130 94 93 350. 12.0 .112200 122.64 0.35 0.03 0.07 t 131 100 94 500. 4.0 .!12200 29.40 0.75 0.75 1.50 Y 132 9e 94 400. 12.0 .112200 103.19 0. 29 0.02 0.05 S 133 97 95 300. 0.0 .112200 214.04 1.37 0.56 1.85 134 96 97 250. 6.0 .034200 50.83 0.67 0.12 0.48 i 135 117 96 600. 6.0 .034200 68.78 0.78 0.39 0.65 i 136 98 97 200. 8.0 .112200 153.21 0.99 0.20 1 .00 Y 137 99 98 500. 6.0 .112200 44.62 0.51 0.20 0.39 Y 138 115 98 550. 8.0 . 112200 120.54 0.77 0.33 0.61 >♦ 139 114 99 250. 6.0 .112200 63.20 0.72 0.20 0.78 1 140 102 99 Z,00. 6.0 .112200 38.99 0.44 0.15 0.30 141 97 100 500. 6.0 .112200 47.62 0.54 0.22 0.4b 142 100 101 300. 6.0 .112200 8.27 3.09 0.00 0.02 ' t 143 102 101 250. 19.0 .025200 2353.36 2.66 0.38 1.32 _ t 144 101 90 600. 4.0 .112200 33.38 0.85 1.16 1.93 i 145 102 89 900. 6.0 .112200 51 .85 0.39 0.48 0.53 146 103 102 200. 16.0 .025200 2127.42 3.39 0.61 3.04 147 110 111 1400. 4.0 . 112200 50.90 1.30 6.12 4.37 t 148 105 103 1050. 1- .0 .037200 1140.28 3.23 4.60 4.38 ' 1 PIPE DATA: ---------------------------------------------------------- .. FIFE MODES HEAD HLOSS `ey NO. FROM TJ LENGTH DIAM COEF FLOW RATE VELOCITY LOSS /1000 `` _ ------------------------- _ i 49 37 36 200. 8.0 .025200 168.23 1.07 0.16 0 78 X 50 38 37 200. 8.0 .025200 175.96 1.12 0.47 0.85 51 38 52 1200. 6.0 .077230 8.77 0.10 0.02 0.02 * 52 39 38 400. 16.0 .025200 265.81 0.42 0.02 0.013 X 53 41 39 300. 16.0 .025200 321.51 0.51 0.02 0.08 54 38 31 1200. 6.0 .079200 73.35 0.83 1.12 0.93 55 39 40 600. 6.0 .031200 47.07 0.54 0.19 0.32 t 56 41 40 800. 6.0 .031200 43.80 0.50 0.22 0.27 4 a 57 42 27 1200. 12.0 .019200 451.19 1 .28 0.80 0.66 58 42 41 600. 16.0 .025200 373.03 0.60 0.06 0.10 X 59 49 42 1200- 16.0 .028200 031 .95 1 .33 0.59 0.50 60 43 44 300. 20.0 .058200 4902.47 5.01 1.82 6.05 61 44 45 1200. 10.0 .031200 910.00 3.72 8.35 6.96 62 44 47 2400. 16.0 .031200 2892.47 4.62 14.09 5.87 is 63 4b 46 700. 0.0 .031,00 468.77 2.99 4.23 6.04 64 45 73 1900. 10.0 .112200 414.87 1 .69 4.00 2.11 65 46 70 1500. B.0 .034200 112.49 0.72 0.57 0.38 66 46 47 500. 8.0 .031200 329.92 2.11 1.51 3.03 X 67 46 47 200. 12.0 .028200 256.83 0.73 0.04 0.22 X 68 70 48 750. 8.0 .028200 207.61 1.33 0.90 1.19 X 69 71 48 1200. 6.0 .034200 75.57 0.86 0.94 0.78 70 49 250 740. i8.0 .025200 ''447.2 3.09 1 .61 2.17 + 71 47 49 600; "0.0 .03i2C0 3.53 2.08 2.60 72 49 50 400. 8.0 .079200 147.28 0.94 0.32 0.80 X 73 50 51 300. 8.0 .079200 120.92 0.77 0.16 0.55 74 60 252 690. 8.0 .016200 3 .10 B.82 29.86 43.28 - 75 51 52 700. 8.0 .079200 94.56 0.60 0.24 0.34 76 52 56 400. 4.0 .079200 27.14 0.69 0.45 1.13 77 53 54 250. 6.0 .025200 7.76 0.09 0.00 0.01 78 54 55 300. 6.0 .025200 23.48 0.27 0.02 0.08 79 55 56 400. 6.0 .025800 47.20 0.54 0.12 0.eO 80 56 57 600. 8.0 .010200 7.73 0.05 0.00 0.00 X 81 52 55 1600. 6.0 .025200 49.83 0.57 0.53 0.33 82 58 59 400. 16.0 .037200 27.14 0.04 0.00 0.00 83 59 62 1000. 4.0 .079200 0.78 0.02 0.00 0.00 ` • 84 61 60 400. 8.0 .016200 1407.46 8.78 17.97 44.93 X 85 62 61 300. 8.0 .016200 1433.82 9.15 13.98 46.62 X 86 63 62 300. 1- 0 .016200 1459.40 4.14 1.75 5.04 X 87 64 63 300. 0 .112200 178.97 2.03 1.82 6.06 X as 83 64 400. h.0 .112200 148.79 0.95 0.37 0.92 ► 89 65 64 225. 8.0 .112200 30.18 0.19 0.01 0.04 X 90 82 81 60C. 4.0 .112200 12.68 0.32 0.17 0.29 X 91 66 65 450. 8.0 .112200 32.36 0.21 0.01 0.05 X 92 80 65 1100. 6.0 .112200 7.77 0.09 0.02 0.01 X 93 B1 66 200. 6.0 . 112200 64.39 0.73 0.16 0.81 94 66 80 250. 8.0 . 112200 22.08 0.14 0.01 0.02 * 95 79 67 500. 18.0 .025200 2449.22 3.09 1 .09 2.18 96 67 6C 200. 16.0 .025200 2472.90 3." 0.92 4.09 97 68 69 500. 16.0 .025200 247 BOA 3.95 2.05 4.09 X 98 71 70 100. 8.0 .028200 -121.48 0.78 0.04 0.42 M A i/ fi 3r M Ih M A ii it � t i/ M M M M M M 1i it M M ii A �1 iF Y M M K M if d� I I W W W W W N N tJ N N N N N N N ✓ ✓ ✓ ✓✓ ✓ ✓•+ ✓ ✓ 1 O V PUi W FJ✓ OOO V PU #W N ✓ OOO VP Ni W yr• p ,p ry• V PUi WN ✓ OHO DJ VPUiW N✓ I I I 1 WW WWU W VI W W WiW N FJ N N N N{J NFJ NN NPI ✓ ✓✓ ✓ ✓W ✓✓Wr. ✓ ✓ ✓ ✓ 0- O. 00 LA a 0• G ✓ 00 OO V VOUP W W N ✓N # C` omP V P ✓ U W N W N N 0 m V 0 U } U i P W N i 1 I 1 U W U W W G GG W W W FJNFJ rJ FJN FJN RIN ✓tJ N . ✓. ✓. ✓ ✓✓✓ ✓ ✓ 1 W U1# i W WtJ N ✓ O 0 Om PUP W bN + mOO .OP V V a UP W ♦WN O m am V PU # W W N ✓ I I 1 A 1 P FJ P (Aa, # PN W # PrJ #FJ PP W A WFJN ii W Ua UOO } NCO ONV PW N - W rJ Pi W 0. 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NNrJ rJNP NO I 1 Pi 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PU PNi to UP N W P W W W m �0 OwPJ rJ O W 0 aij ..4A 0WUd Odr# U UUN NU W W W W W W W W •ON .J FJN NFJ V ✓ ✓ ✓ ✓ ✓ ✓ ✓ O N O N IJ N N O N O O O O O N O O N O N N N O N .1 N m N N N FJ N O N N N N N N N N N N N N N N O O O O 0 O O O O O O O O O O O O O OO O O O O O ,J O O O C O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 C, O OO C 0 0 0 0 0 0 0 0 0 0 0 C 0 0 ✓ ✓ ✓ ✓ W A W ✓ ✓✓ ✓ ✓ •. ✓ N ✓ W✓ ✓ N ✓ rJ G W ✓ } N✓ I+ FJ W iU V O U SOW W r• � # ✓ JUI LI UFO V W WU .•m � OOP Wes• ✓ PP PNOi m# ✓ ✓ L7041 W Oi ✓ m Oi i .• UIJ OO ✓ a W •- N0, r- P ✓ # ONi 0,0 m 0-•• 01 N P P NW W P V P }P ii # O }O W i V '0 ✓ a V O(O M ✓ O ✓ i N U W N O U PW N V V O m O :0 V W zw UW V V AO - rJ & 0 & 0 LnW OtjOGPFJ W UiO m V - JGW V V # PaJ POO 0 W O N N 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ✓ 0 0 ✓ 0 0 ✓ ✓ 0 0 ✓ r 0 0 0 0.- O O ✓ 0 0 0 0 0 O 0 O 0 0 0 O 0 rJ • 'O IJ V N V W :0 UO 'O OOP ✓ # W ✓O '0 ✓ OO P `J •+ m OO PO LImN V W ✓ ✓ V V ✓ W ma OU1♦ O W N W✓ OPU V UUN V 0 ✓iUOW V 00 � arJ ✓ `0 `O `0 ✓NP VN V dO ✓ PJ O PN N ✓N ✓ " I 0 0 0 0 0 0 0 0 G O O O O O 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 O'+ O O✓ 0 0 0 0 0 0 0 0 0 0 0 0 0✓ rJ✓ o .+ O •+ O 0 i u P 0 0✓ W V O N N V FJ �c W V P # W O P O Ol ✓ W i } ✓ 0 0 0 .• 0 0 0 0 ✓V ✓ G OLAO — W V 0 } OrJN 0000 # U W 00 W a } U V U O ✓ P mPUN.+ V O V W w 0O ✓ SON VmOO O O CO O O O O O O ✓ 0 0 0 0 0 0 0 0 0 0 0 0 0 ✓ ✓ 0 0 0 0✓ 0 0✓ O O O O O O O O 0 0 0 0 0 N . • . . . • • • . . . . . W U •O W O a . •✓ V W O O O. O. i U hJ ✓ U O. W• O P .q� p W. ✓. U• • .O P N. W ✓ W✓ P ✓ O O P P O O N O FJ W W V W O .O VUG 10 V ✓ i pUIN i✓ O OO V NmO V UU ✓h, NP OO mOiU i < 1, t. T4 f4 PIPE NODES HEAD i� t SECTOR 2 :MID^'_E ZONE) - - 1 FIRE IFSUNSET HEIGHT Pt LT.Ei2 FIAT) ✓ E tl I.. gCrS (NORMAN ASSOC. ) - NODE 253r254,255 Cj2` FROM EDMONDS AVE. 1 8 LOOP AROUND PROPERTY. FIRE (! BLDG 2 AND SW 3 HYDRANTS FIGHTING FIRE i HIGHLANDS RES 9 5' DRAW DOWN. . . . . s a" D.DATE: 9/30/78 BY: R G BIEKFR JOB: 512207.A6 I ALL DEMAND FLOWS ARE MULTIPLIED BY 1.000014 PIPES 207 --� -_ 1 NODES 151 13g1 GPM FxFrr Opt, SOURCE PUMPS 2 BOOSTER PUMPS 0 O t RESERVOIRS 4 zs� MINOR LOSSES 0 I PRVs 0 t NOZZLES O f CHFL'K VALVES C if it 6 1 SOIIf;CE FUMES: NODE 2ND ORDER LINEAR SHUT-OFF SUMP NO. Tr I COEFFICIENT COEFFICIENT HEAD ELEVATION in t „p1 t 134 -2.8995 -12. 148 462.55 101.30 133 -6.226! 1 .911 450.38 159.00 1 0 1 ti° � Exist fib` pi i RESERVOIRS: MODE ELEVATION tift FH , 999 3/2. 10 43 431.90 F H 997 31? 10 EIFS� d'�Dj wa.TER'nn„� i 99C 312.10 vfN� Itia;1 FLOW FROM PUMPS AND RESERVOIRS EQUALS 4120.130 i ITF�RATION= 1 SUM OF DIFFERENCES= 0.793E+03 ITERATION= 2 SUM OF DIFFERENCES= 0.383E+03 ITERATION= 3 SUM OF DIFFERENCES= 0.201E+03 ITERATION= 4 SUM OF DIFFERENCES= 0.999E+02 ITERATION= 5 SUM OF !•- FERENCES= 0.435E+02 �) ITERATION= 6 SUM OF DI, ,ERFNCES= 0.195E+02 t ITERATION= 7 SUM OF DIFFERENCES= 0.929E+01 ITERATION= 9 SUM OF DIFFERENCES= 0.362E+01 f ITERATION= 9 SUM OF DIFFERENCES= 0.954E+00 t ITERATION= 10 SUM OF DIFFERENCES= 0.171E+00 ITERATION= 11 SUM OF DIFFERENCES= 0.505E-01 ;l ITERATION= 12 SUM OF DIFFERENCES= 0.737E-02 t SOURCE PUMPS: NODE HEAD FLOW t 134 252.09 84.97 133 268.64 -136.82 .IS r UNITS OF SOLUTION ARE: DIAMETERS - INCH 4 LENGTH - FEET HEADS - FEET �t ELEVATIONS - FEET (sti PRESSURES - PSI FLOW - GPM p DARCY-WEISBACH FOPMULA USED FOF CONFUTING HEAD LOSSES R'rx NODE DATAI --- --------` -----------'-- ,. NODE DEMAND HOL NO. (CFS) (OPY) ELEV HEAD PRESSURE ELEV---------------------------------------------------------------- e 93 0.022 9.95 289.00 110.30 47.90 399.30 -- 94 0.022 9.95 292.00 107.45 46.56 399.45 95 0.022 9.95 298.00 101 .60 44.03 '499.60 96 0.022 9.95 311.00 89.24 38.67 400.24 97 0.000 0.00 297.00 103.11 44.68 400.11 98 0.022 9.95 296.00 104.20 45.19 400.28 99 0.022 9.95 296.00 104.36 45.27 400.36 100 0.022 9.95 292.00 106.01 46.80 400.01 101 0.022 9.95 277.00 122.97 53.29 399.97 102 0022 9.95 279.00 121.40 52.61 400.40 103 0.02' 9.95 2?4.00 127.08 55,07 401.06 104 0.022 9.95 180.00 225.17 97.58 405.17 105 0.000 0.00 144.00 261.93 113,50 405.93 106 0.022 9.95 120.00 286.75 124.76 406.75 107 0.000 0.00 118.00 290.93 126, ' 409.93 106 0.022 9195 136.00 273.15 118.. 0 409.15 109 0.022 9.95 164,00 227.02 98.37 411.02 110 0.022 9.95 152.00 257.26 111 .48 409.26 111 0.022 9.95 215.00 187.75 81 .34 402.75 112 0.022 9.95 246.00 156.t2 67.F5 402, 12 113 0.000 0.00 280.00 121.13 32.49 4vl.13 114 0.022 9.95 284.00 116.65 50.55 400.65 115 0.022 9.95 290.00 110.65 47.95 400.65 116 0.022 9.95 291.00 1n9.69 47.53 400.69 117 0.000 0.00 294.00 106.64 46.21 400.64 1.18 0.022 9.95 306.00 94.74 41 .05 400.74 119 0.030 13.60 309.00 91.80 39.79 400.80 120 0.030 13.60 315.00 89.90 37.22 400.90 121 0.030 13.60 319.00 81.95 35.51 400.95 122 0.030 13.60 322.00 79.05 34.25 401 .05 123 2.151 1145.10 340.00 60.15 '26.06 400.15 124 0.030 13.60 265.00 138.96 60.22 403.96 125 v.030 13.60 1 +1 .00 271 .61 117.70 412.61 126 0.030 17.60 185.00 227.30 98.50 412.30 127 0.030 13.60 242.00 170.30 73.RO 412.30 128 0.030 13.60 137.00 275.41 119.35 412.41 129 0.000 0.00 150.00 265.82 it5.19 415.8" 130 0.030 13.60 142.00 773.56 118.54 415.SA 131 0.000 0.00 251.00 150.33 65.t4 401 .33 j 132 0.000 0.00 255.00 146.17 63.34 401.17 135 0.000 0.00 255.00 `.:.86 42.94 353.86 136 0.000 0.00 273.00 124.79 54.07 397.79 137 0.000 0.00 225.00 187.30 9t .16 412.30 198 0.000 0.00 148,00 267.56 115.94 415.56 199 0.000 0.00 142.00 273.56 119.54 415.56 200 0.000 0.00 126.00 289.56 125.48 413.56 201 0.000 0.00 140.00 267.56 115.94 415.56 202 0.000 0.00 142.00 273.82 118.66 415.82 134 -7.008 -3145.32 150.00 266.10 115.31 416.10 { 133 -5.620 -2612.12 118,00 291 .63 126.37 409.63 } 999 5.444 2443.57 265.50 46.60 20.19 317.10 43 -14.579 -6543.70 423.10 6.60 3.81 431.90 997 5.7013 2582.08 263.50 46.60 20.19 312.10 998 7.031 3155.53 265.50 46.60 20.19 312. 10 1 i V/ 5a i uTILITiES '2 C A S E 1A C N T Pz THIS INSTRUAENT, made this L4�day of September by and between &ALVARY uoPTIST CfIURC1L end —�—: a wasniBAwu ...,.�............. and and hereinafter called "Grantor(s)." and the CITY OF REN104, a Municipal Corporation of Ming County, Washington, hereinafter called "Grantee." WITNESSETH: That said Grantor(s), for and in consideration of the sum of i paid L, Grantee, and other valuable c eration, do by these presents, grant, bargain, sell, convey, and warrant unto the soid Grantee, its successors and assigns, an easement for public utilities (including wc .er and serer) with necessary appurtenances over, through, across and upon the following described prope•ty in King County, Washington, more particularly described as tellows: A portion of the southeast quarter of the northeast quarter of the northeast 4ual-ter of section 8, township 23 north, Range 5E, W.M. described as follows: The north eleven (111 fast of the east 165 feet of tax lot 34, more particularly described as follows: Beginning at the NE corner S8 T 23N RSE, WM t thence SOOA9'22"W, 989.26' along the east sectionline, Thence N89 29130"W, 30 feet to the west margin of Edmonds Avenue N.E. , Thenl-e N8$o29'30"W, 185.00' Thence SO p'23"iF I.On' Thence SS$ 29'30"E. 18..,;0' to tnN west margin of Edmonds Avenue N.E., Thence NO 59'22"E, 11.00' to the tru- point of beginning. r Ly N, 1 � log.Aher with a tetrpurdry coasirucLioa eaae ,•-,:t described as: son" as JLUV Said temporary eunstruction ea:eaent st:ol l rt•:,air in fu c" ew my li'n drill until such Lima a', the uttli a t8 ,nd dpp.:etenunces have Le-en • , ,r the operdtlun and maintenance by the i,rante.n LA not later than-A„i G , 1 1 _ - SPEED LETTER i■ TO: DATE:__ PROJECT: SUBJECT: -- - Said heretofore i, •,itioned grantee, its sucCessors or assigns, shall have the right, :dithout prior Police or proceeding at laN, at such trees may be necessary to enter upon said above described property ftr the purpose of construct- ing, maintaining, repairing,,,altering or recoo trvcting said utilities, or waking any connections therewith, without itteurri gal obligation; or liability therefore, provided, that such constraq ining, repafring, altering or1e reconstruction of said utilities shall hi shed in such a nunver that the private unprovenrents existing in the rights , -May shall not be disturbed or 7 damaged, they will be replaced in as good a.,X4ndition as they wc,,2 immedi Italy before the property was entveo upon byethe.6rantee. The Grantor shall fully use and enjoy•t)te eforedescrrbed 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 dc:ru' ; thi• r i i!61 -of-.my during the exr5tcnce of :uch uGjjjtjA$. , 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 th;y s are the lawful owners of the above properties and that they have d good and lawful right to execute this agreement. CALVARY @/ PTIST CHURCH and a wayTfir cor — — " 'r ' --and 6 T __and _ gsfi�(�dLst_% ! �dnd STATL OF WA-M114004 ) SS COU11TY OF KING ) - 1. the undersigned, a notary public in and for the State of Washington, hereby certify that on this 44 day of September 19 79 personally appeared before me and _an9rp— r. P41T�-- and JOSrPII w. DASD and TTIOMA' T. GRIM11, JR. TRUS.rES and to me known to be individual(s) described in and who executed—the orego ng nstrument, and acknowledged that__ thev signed and sealed the same as their free and volunt.:ry act and d-e-ed ur-—the and purposes therein mentioned. Notary Pub iei in and fcr he State o Washington, residing at Renton I,_ b iGr ROCOr' at ROQUftl l Ili CITY CLE"r, •..er n rti - wr,_ �.r r tt' UTILITIES :2 E A S E M E N T n7 o THIS INSTRUMENT, male this % day of geFtea hU _l9 79 ; by and between CALVARY BAPTIST CHURCH end -_ � — ;o and A and 7 and _ hereinafter celled "Grantor(s)," and the CITY Of RENTON, a Municipal Corporation of Y o' WiTNESSET11: 0 �. That said Grantor(s) , for and in consideration of the stun of $ aid C, Grantee, and other valuable cons deratnm, o y these presents, grant, argain, sell , convey, and warrant unto the said Grantee, M its successors and assigns, an easement for public utilities (including water and J sewer) with necessary appurtenances over, through, across and'upon the following described property in King County, Washington, more particularly described as follows: A portion of the southeast quarter of the northeast quarter of the northeast quarter of secticn 8, township 23 north, Range SE, W.M. described as follows: The north elcvcn (11) feet of the east 185 feet of tax lot 34, more particularly described as follows: Beginning at the NE corner S8 T 23N R5E, WM thence S0089'22"W, 989.26' along the east sectionline, Thence N89o29'30"W, 30 feet to the west margin of Edmonds Aveaue N.E. , Thence N88 29'30"W, 185.0o' Thence SO 89'22"W, 11.00, Thence S88 29'30"E, 185.00' to the west margin of Edmonds Avenue N.E. , Thence NJ,fO 59'22"E, 11.00' to the true point of beginning. , r . `�"*+Na , :.• ,v�h ,,<.. . 9Mr 1prr9rN.e:+f-�111F.:Lrw �,nw._. r. Toge+her with a temporary construction easea,aat described as: Same ai mbuve Said temporary construction easement shall remain in force during contt.uc• tion anJ until such time as the utiliLtes -nd app.rtenances have been accepted for the operation and maintenance by the grantee Lut not later than July I - Ie741 e, FkCtsF TAB( NOT R ,pUIREU i e. l r -1 z a u _ /V 4V- '\ tie23'35e L r j44 za 0.43434" M M N r m = Ne9000'31l"w ie�t :3a.00 lotM•s•oo'3s'w (�!r/ • 4: v � N OP omfp O •� $ TAX LOT SO �e e�eJ eM1 e e 8342' 744 24, / , + a � NMK' 3 � NN•StOT '/ N B9. 29 30 x• K' a N BH'419 i7 T �gSEMENT • NI H - _ TA 1Y LOB O LTIL�TV Z 75 O a EAf4MI 'r R: :� A•p.FA&sS N.E. 101b PLACE �Ap 93 4i' z • 327 12 ly1RE- _ - "'493,9Me y4" N 99• 33 12" w ACT AT J 304.!•' — B 174 96' I P N .0�. ' � M•9.24�34" M 2z, er130.11 00 a �26" w R s 634.61 �. WI IsL :146T.81' «ee ?4 V N69.29'OT"MI s 524.90' � s• Ts r Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such tirHrs as may be necessary to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utility, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, main- taining, repairing, altering or reconstruction of such utility shall be accomplished in such a canner that the ar►vate improvements existing in the right rights)-cf-way shall not be disturbed or damaged, or in the event they are disturbed or damaged, they will be replaced in as good a condition as they were irmnediately before the property was entered upon by the Grantee. The Grantor shall fully use and array the :foradc:cr.bed including the right to retain the ri t to use the surface of said right-of-way if such use does not interfere with installation aed maintMaeoa of the utility �(? line. However, the grantor shall not erect buildings or structures over, andor e FQ or across the right-of-way during the existence of such utility. CD 8 This easement, shall be a covenant running with the land and shall be ing on the Grantor, his successors, heirs and assigns. Grantors covenant treat they are the JnwfQ'j owners of the above properties and :hat they have a Scud an ; lawful rig Aw up this agreenent. r - .-- — and i QS3z �E� Y and f lci r C_t,iB.r and �,).�5��m Q , �}c:✓.uo _t.. ,e� CORPORATE 1`004: STATE OF — 9 SS COUNTY OF On th's day of tq duly ae, the undersJswo a Notary Publ c n a for tM _ o duty �mnitsslone Grid sworn personally appeared %Z'a^ a c!1•to me known to 114 the and 'esptcttvely, of „y e the corporal On t at a lcuteJ th,• forr going instrument, an ac now e e the saro instrum11.0t to to the free and vc'untary act and deed of said corporation, for the uses and purposes therein mentioneJ, and con oeth stated that authorised to execute the said instrmrent and that the seal affixed is orporata seal of said corporation. WlT?4ISS my hand and official seal heoeto affixed the day and year in th Lertifirate above written. tJr►H:i :J Trll CITY � • a�—�u n drrJ'fo, it1LC u( s r f iR/i-je ti S THIS INSTRUMENT, made this day of .tea by and between Wa II 6 Redekop Corporation and N and N and O and e� O CIP 14 hereinafter called "Grantorls)", and the CITY Of RENTON, a Municipal Corporation of K'ng County, Washington, hereinafter called "Grantee". i WITNESSETN: —sa That Bald Grantor(*), id and in ee. anu other of the sum or S p •10 by Orantwr aaw otMr valuable consideration, do by p t se presents, grant, argaen, sell, convey, and warren' ualt^ M )Jared grantee, Its successors and assigns, an aaseaent for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property a p. ,4 in King County, Washington, more particularly descrl bed as follows: 1 Water Easement A portion of the suutheast Quarter of the northeast quarter of the northwest Quarter of section 8, township 23 N, range 5E, M.M., further described as follows: Beginning at the NE corner of section 8,T23N, RSE, N.N. ; Thence SO' 59' 22"W, 989.26 feet along the east section line; Thence N89'29130"W, 527.74 feet; Thence N88'46'17"W, 83.42 feet to the true point of beginning; Thence N86'56'07"W, 108.79 feet; Thence N88016'3611M, 114.40 feet Thence N87'47'38"W, 60.60 feet, Thence N87'38'38"W, 29.00 feet; Thence M88'26' 38"W, 49.50 feet; Thence N87'46'38"6, 43.22 feet to the east right of way of State Road No. 2; Thence northerly along the east right of way a distance 22.52 feet; Thence S87'46'00"E, 250.00 feet; Thence N2'14'00"E, 50.00 feet; Thence S87'46'00"E, 15.00 feet; Thence S2'14'00"M, 50.00 feet; Thence 587'46'00"E, 129.71 feet; Thence SO'59'22"W, 20.00 feet to the true point of beginning 1% EXCISE TA)c NOT R' Ring/Co R, i tlE 1 l-1 z t W-Sry n 1 M v e 1 0 o E 0 . C ON u u W !JO i z w `` T 22'23 r3S� L• 244.2d eV� M 24.a1' a w \ 1 r - N 42.24' IB W 26.94' w n ion, zNaa•00'3e"W .O 135.00 °& Hoa•0036"W 5a2 0 W _ .ti6 N N �;�. Tq*NT rH w / w h t [34 ALOT SO rq OT lei 1= p W z Tn+cut11 3 z 97.w 34424 D �s�__F= ; 989 26' S N e9' 29 30 W —y— 163 5d - �M N EASEMENT 20 t �.._Z17 --U- '" T^K &oT3�� A a z e o i -a4 9. 3 527 75' 6+av 1114 39' S • 4 . Na3' 12' w W W2 2sr a +� &0130111 00 R e 654.61' • L 014a7.81' ya' a a waf_•2s'07rw _ •f �. railroad o6.Ta' 524_90' 20.00'f" Nka 4 SC1LU 1' 100 oil, i r. Said heretofore mentioned grantee, its successors or +$signs, shall have the right, without prior notice or proceeding at law, at such tines as may be necessary to enter upon said above described property for the puruose of constructing, maintaining, repairing, altering or reconstructing said utility, or tsaking any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, mdin- taining, repairing, altering or reconstruction of such utility shall be o ( s alaolr that the fyt existing ia right right $) ofway shlntbedisturbed or dwad, or ie the et fMyrt disturbed or damaged, they will be replaced in As ,pod 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 maintar ace of the utility e or acrosswthe right-of shall not the exis'Ance ofct ngs suchrutilityures over, under m This easement, shall be a covenant running with the land an' shall be '..end- ing on the Grantor, his successors, heirs and assigns. Grantors covenant that �p they a e lawful ow' arS of the above properties and that they ha,,,e a good and lawful fA execute this agreement. O and and PQ. r i ocwT' _ and CORPORATE. F0i 4: a STATE OF SS C"TY OF ��y of fbeforin duly ofmme, the nedej.1d s d. On this a duly mil coned a,iA sworn a Notary Publ c n a f r the an personally appeal ,(� and 'espectively, to me known to bq She 'ice a corporal on that a cuted fya• tnry of e t sa instrwutnt to be the free and v, 'untary going nstrumwt, an ac and act and deed of said corpora�u for thoritthe uses ed to exa uteut�heas+ldh7rstru tta^ddth.'t on oath stated that the seal affixed 1st corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in tr '- certificate above written. Ru c n o�fu Sta! b�h!�� gEUTUN MUKIC!PAL BLPG. c ar� residing-d�+�7: � at�1+�eee"rerl RENTOr+, YfASK 96U55 r uE11-2b C f r,,t o / JiUi . UTILITIES FI E A S E M E N T dz "e THIS INSTRUMENT, wade this—day of Iy by and between Wall 6 Redekop Corporation and p and t and qi and hereinafter a Ileo "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King rr County. Washington, hereinafter called "Grantee". t� WITNESSETH: e- a That sold Grantor(s) , for and in consideration of the sum of S O aid by Grantee, and other valuable considerat o� n,do by • e these presents, grant, bargain, sell , convoy, and warrant unto the sold Grantee, its successors and assigns, an easement for public utilities (including water and sewer) witt 1� necessary appurtenances over, through, across and upon the 'ollowlug described property In King County, Washington, more particularly described as follows: 1 Water Easement On Site A portion of the southeast quarter of the northeast quarter of the northwest quarter of Section 8, Township 23N, Range 5 E, W.M. , further described as follo-s: Beginning at the NE corner of Section 8, T23N, RSE, M.M. ; Thence SO'59'22"W, 989.26 feet along the east sectionline; Thence N89'29'30"W, 183.50 feet to the true point of beginning; Thence N89'29'30"W. 344.24 feet; Thence 1188'46' 171-W, 83.42 feet; Thence N0059'22"E, 200.00 feet; Thence N23°29122"E, 65.33 feet; Thence NO'59'22"E, 71.71 feet to the south right-of-way edge of State Road 40. 2; Thence easterly along the south right-of-way of State Road No. 2 a distance 15.:' feet ; Thence 50'59'22"w, 74.54 feet; Thence S23"29'22"W, 65-33 feet; Thence SO'59'22"W, 35.00 feet; Thence S89'00'38"E, 48.00 feat; Thence SO'59'22"W, 15.00 feet; Thence N89'00'38"W, 48.00 feet ; Thence SO-59'22"W, 129.91 feet; Thence 589'21 '04"E, 245.00 feet; Thence NO'38'56"E, 60.00 feet; Thence 589'21 '04"E, 15.00 feet; Thence SO'38'56"W, 60.00 feet; Thence $89'21 '04"E, 152.66 feet; Thence 50'59'22"W, 20 00 feet to the true point of beginning. 1% E=ISE TAX NOT Rr-'D'''r King C', R--"' UE/1-1 rt'h- Tt TNis YaGt nvMo rw nr,Oro[rs Vtt %ta»r National Title letarexg Comm wµN,NOTON i:Tla OIVIOON F ili,J for ateeord at Request of ";d a i w e # BILL OF SALE KNOW ALL NF.N BY THESE PRESENTS That Nall and Rcde4op Corporation , of Bette vue ettevue County of King , State of WasWngtim the r<rt--- of the first rt. for and in consideration of the sum of ore and no/100---------------- y Pa ' ------ Dollars lawful mrHtry of the United States of America, to i t in hand paid by C I ty or 0.en tun the poly of the xconA part. the receipt whereof is hereby acknowledged, dies by these present. grant,. ' F. bargain, sell and deliver unto the said party of the second part, the following described personal pro ry now t ' located at Sunset Heights Apartments, Sunset Blvd. N.E. L Edmonrbs Ave, N.E. in the City of R,nton , County of King and State of Washington to-wit: ti. �,. �'� -.t T Approximately 170 L.F. of 10" 0. 1„ 1135 L.F. 8" D. I . , 50 L.F. 6" D, 1 „ 120 L.F. 4" D, I „ water main and all appurtenances pertaining to sale water main, ext- eshly d, warranting said water main against any expenses, costs or lien; hereto incurred thereon by, through or under sellers herein. �t f TO HAVE AND TO HOLD the same to the said ;art y of the second =,t, the i r hei^, executors, administrators and imigns brevet And said party of the first part, for their heirs, neculors, adr.,motrators. covenant snd agree to and with the said party of the wood put,[hair eaautors, administrators and assigns, that said part y of the first part owner of the said property, goods and chattels and has good right and tug authority to sell the tame. and that they will warrant and defend the We hereby e..rde unto the said party of the second cart, their t executors, administrators and assigns, agairet all and every iNvson or persons, whom"ver, lawfully claiming or to claim the sane, IN WITNESS WHEREOF, The said party of the first part has hereunto set FIT-A hand said seal this day of (axAt) all kop Corps, lion, Fret ldcnt (arm) STATIC OF WASHINOTON, 1p ounty of t•�-c-,t 8 x OR"day perwnally appeared before.e sc✓ �+f'.a.�rrt -t.C�t.,!.+'�( .Cl�-i: u7 ...f�- y'!J to sae knows, to be the�' divi lust f, described he and w�bo�oexecuted the within and foregoing ' strutneot. a,d ackswwledged that _I7< ,� signed the #ame as —ZwZ"-t.• free and voluntary sic'. atd deer:, fair the YM and parpoas therein writioned. rCi GIVEN under my hand cad aKscia; seat this .tJ >`' day of t► -- na v—Pablic luau!l,r e.n Stec J Wmh;nrrux, t SUNSET HEIGHTS APARTMENTS VATERMAIN COST BREAKDOWN 170 L.F. 10" D. I. CL.52 5 1530 1135 L.F. 8" D. I. CL.52 7320 50 L.F. 6" U. I . CL.52 235 1"9 L.F. 4" U. I . CL.52 430 10" G. I . GAT: VALVE (1) 450 8" L. I . CATE VALVE (5) 1950 6" L. I. GATE VALVE (5) 1625 4" C. I . GATE VALVE (2) 520 $14,060 HYDRANTS (6) $ 6,COO r. . i '. iso, WiZ anrwv�.w to Poll bar Ping"at a...w.t d _^ >w r 0 3 :°—a► r' P N Pa ♦ eM 1 Mama HILL OF SUE R. JLNDW ALL MEN BY THLSE PRLSENTA That "11 and Aed.kop torpor At lon r of A o '.�'. Be e C,"of Rine .SYIs•1 W"bYOM,the Party a Os Ant pert �s" W sad is tooed.r a the.toe of one end no/100. ---------------------------- it + { Yada rry M W Udrd Slntto a Aelhks.w 1.hnrd pW by [I ty of Aeneon W party a the momed part, W r+ssipt •itemof Is hereby otllwMgped des by 1W p.elease Arent. WeIPhA ai&W diver same to,otd party D/Ibe mem d ,an,1k falnv'le,detonated penal pnnpony over lawada Sunset heights Aportmonts, 5oniat Blvd. MIA. a Edapods Avo, ",E. to Hla City of Renton CMMY a King she Smote d�'aiYgtns, .iJ Approx l mo.a I 070 L.T. of 101- 0.1.. 1135 L.F. P D.I., 50 L.r. 6" D.1., 120 L.T. A" 0.1., motor Yin and oil appurtenances pertaining to old "ter .lain, expressly morranting sold motor "in against any axponsea, costs or liens beret» Incurred t Mrwn by, through or under oiler. heroin. y TY) HAVE AND TO fill err ew to W MA pn yy a tar anted ;.n. their ban, sts"ers ed: bs1/nYs add amlga ae fam r . AW said Many W the AM Pan. far .neir hen. tltwtore•rWllemoo,eavaerr wed'm Is sed nih the..d 1+W, a W Wood part.1hei r saatars.admbbWaltos had edge, that told Pan v of :W Ant ern at sr of W ati0 pupe.ty#pteh ad Am*ant has Pod right sad Nil suthomy to si the some, and 1W they ti -- Yd&and W tolr What,aus1,saw W rW Party of tam touted pen, [heir erawtoa,adYlwlgas ad samps,against ap ed every Marto.rr Parente, howes, I.efWly nntotta or la dab dw Now, TN WTTNLSS WQaxitor.ite>b poly of th.tm pen Woo hweutw eh Il A Jwd sad W too A.y a r1!n/; r <. i sit •n la."fjq -- ` -- 4ow TTATR OF WAENINOTEN, I �y to Cmity ad � ��// Of dos rag May alpnrd Wm r 1L'a'e[�f�.yc.s�K r✓l,�,c�ia. lfl...�..f yr 1e was haws a Y Y 3 ypYd a ad she ameom 6a e"Ya W 1mMlo{ Wnnnsnl n J aA/tYipal raI y.Id the i m � bto ant satmny art W Bard I., In, aro gad pwpe 6 aim api ow atd W dmda Itol 1RY AJf 1ftl�' 4y a � pubill,av� Iar W 7NM�Wn+dtw. as nRYq a 1/alla�/ / 1 Nil ti to ,a 07. . f 013 the dm, tr Pk ycc P Mr S.Arviay C-11c�iry Y.Bp_i;t •. ..ae�h +:M5/L yr �, l P Aar. • . . F.�-____!,i_........ r Oar• u n t'c,•,a '�•�eer ' ynt rt� , rL tr ,• - ,. V v _•, r -1;,- [ of i ;�,� $`' 1Grr �Fa °r n er nµ Ye, cnmr,le to " 4 ray yn py i1C k tv Of 1-.mretn - `6" '� eancu,erit ,and P 4 r -:.d,ur rP-< :eyts Y)•F:P: 4 f 'alvaryeHg�ti' ergUir•�,j, ear iyaa a - tiur.r hP r.S <7n2 fC. i Y rr Ltae City P.J'i ,•'• rJ.:.- t , ,J Ma,mnv aJa:r. r,•,C_ tY°� a_ ne:ntfu• �'t, conch ±. {13'fC i A.lrr i! r. !' City ftentoa DaDattaaat of Public Yo=ka rio. 3W.�+��4 , 57 I1DIN6 D1V15:0N FEE RECEIPT _ ���.. Benton, N on ash tiPermit No. vs,Fy� �'�"' .G� k hived of f ' Paid IStteat Cauat=u:tIO"Cbeck ,. Sault.=Y 9' � I @• :i Casb �...---•-- �I_ OPP'LCIAI. T AL _,._,. .• SYetem Dev. Chs=Ra ))c re1T S R k J'Pa,:ia�. 7- .+...7 a Cite of W.ni and Nyft,Nei Vf Pert -,......wi-�--....r...,.�...•_...-. _ _ Tom_...-.-� - % � 'i• •'-^ rr Pond f p,d.Yefl�• �:HDf.HSTI%iD THAT :dr. CIT: OF Rt19TCN SHA:I hi: HtI.9 HAHi'IL SAID Ui ANY AND ALt. IT 1' r CR IXJL(RY ARISIKG fRJN THE PERFUP!tANCE !F SAID tl(SPK. LIABiLIti, DWG••Y tN RUST kF ;.Kg by A AN WUHK P.PE .F(N£NES) WITHIN IP.E XfCHT SG'+''ER 4£A . 1•LCEt1SEL', KOSD)13 rUt1IHACT�IH. ;,OR INSPE( IJN CALL APPI ICANT ,^� ------ '�_••�� 2}5-20 1 Call betvaan 8:D(' A•N• a,ui i 9.0; A.H. for £naDectloL' PUBLIC WDRISS 1)1P.L/"CUR In of ia�,nn: Cadl ta£otw r• be£ota RY 12:DU twon tns i £o= Sr,rDactlon 1a �o=n1nK SFfwX TJAE FOX INSPVC ti l r ; lity of Renton, Ut;lity Dept. PRESSURE TEST FCRM li 'Dater Project Name of Project a Th'S test as taken cy on _ At a pressure of .PSI , for inl,[ex. The test "Failed" _ on "Passed" on Conment3: r �wr�w r TUTER-OFFICE MEMO _ r YROM: .I. f F RE: IAN- LAY v✓✓ J Said heretofore ;r,l:r.i: l its W. o, essi;n„ S,h.n11 ht!P, the right, without ,,rior ntJI-c ur '.o.h tI ,; my ho nacessar-y to ep.ter u,,on :aid aixwe dcscriY" c ' r,-' s.on>truea- ing, maintaining, repairing, iltK-ing or r or mai,iny an-, connections therev:ith, without incuri 't.-! ty therefore, provided, that such constructicr, reconstruction of said utilities shall be acro private improvements existing in the right;sl- ;- l ro; J L:turhe': damaged, they will be replaced in as good a co,;:iicic,, as the; inxiediat before the property was entered upon by the Grent, . The Granter shall fully use and enjoy tine afor,-d.,.crio.,d prl.::rises, including the right to retain the right to use the s:rface o s,id right-of-way if such use does not interfere with installation and iointenance of the utilities. However, the grantor shall not erect buildings or litrut:ture; n.er, unlc•�r or across the right-of-way during the existwnce of such utilities. This easFment, shall be a covenant running wick the lein.1 and shall be binding on the rirantor. his successors, h,.irs and a;siyn'a. Gr�r.tors (.o'.e6ant that they are Lhe lawful owner; of the abov-, pruperties nd the.e thriy have a rood and lawful right to execute finis agreement. a Harold Ckumtedt and t , and TATE OF 111hSHiNICTON SS � a COUNTY OF KJNG i, the undersigned, u notary pudic in and *or the "aye of Washington, irelaby certify that on this __—day of — — —19 per,enally appeared i be.ore we and -- ---- — -- —'.—�- -- ------- and —.---_ _ and f A and _ _ _ _; to m.^ kncwn to be individual(s) described in anh0 CY@CU the fOrEgOSn� '+n trament, ,anti ,;".Stlowledged that y ear Lhe Us¢S "s *,iyned and see led the same. as free area— '.a!untar xt a:nd 3e . and purposes therein. m�ntione6_ , , - - -M - -.__ ...._ _ fiotary' pu � .. in and fur iree Mate uF t taashinytcn, residing at __—.—___ ._- I 11?11 IT1;5 NX fti(S 105TWMENI , made this ___dd, ty and beaneen Harold Ekenstedt —,—__, and and _T `—_.r.�—_—�----and_. --------- ----.�. and — �----- — . hereinafter called "Giantor(s)," and :he CITY Or' RNTt"I, a :a.nicipal Corporatio^ ofe 3'm King Cc.'nty, ita,hirrgian, hereinafter called "Grantee. ' JY C WITIIESCETM: That said Grantor(s). for and ie considarakion or the star or 2Q,,Q� c i ki , _ _pr__ paid by ri,an t„e, ind oily vai : l tOn Id?.rgtjOn, df, rtC y d 1D by�52 asents, 'y-ant, Oarydin, sell, convey, an,: Tarrant .o 'Le .al' Grantee. its succ95;crs and assign„ r. ersenrnt for pr:etic u;.'iitie; (rrclucing water and sewer) wish necessary appurY_',dnces over, chruugn, a.:'^ess and upon t'rr followirL „) described property in King County, Waslrlrgtor., more ri;ticul•.rly desrribeA as *. A^ i " ^ r t' IF011 OwS'. ,�4 c y ri' "s,� °.. D, portinc cf %outi•east gkia'tcr of the northeast quarter of tl'e nortt,east q..'arter of sect;on b, tovmshlp 13 nortl. range SE J.11. further describ.d as follows: Thn south four (4) feet of tax lot 112 t Toyather with a temporary corstr„ction easeaent _ .• jUd as: tan& as above. Said temporary Lor,truLtion -'It h ! res), sc<uc- tior, and und , such time ds 1he ut,lities u rppur r es n r t ,.cc Gted for the operation and ma.,. c s:cE by the Graniee buL ;.t - it fn %,uuI7 11 1%7y__. M ov 0 f a) E {II i i u 1 c c ` o y V 2 01 �e blZ •Z2'i3'35� L• 244 2J'.1 u Nap^24 .A' w o r Z N89'00 3s"•W • \ i N i 5.425 O '01 N � • 10 R ho i rC' rAX LOT !`c rm, LCY 1 £1 — c W T 4l L9T 11 3 Z r 344 24' N ° 9._k. � W gp tf 9S -F--- N H9" -i"' 183 SC.� _ ^ TpA LC r 71�' I Q r Y m ^ urILITY I O M O - eAtg McNI, -i-•' G !94 ag =. 527 7 y� I 9 9° 33' 12" IM 99°291 54 —_ _ P l ga137•II On a I a� a = c54 81' , I Y: N La.29'0�"M ---..--- - .lf A. rCIIrP OC /- � ----- - - 200:: . s01A4 1 96 7 ' '. L4 90' l l V of Said heretufore mentioned grantee, its LYeeesaw. or ashcans. Las have the right, without prior notice or proc, ibed at law, at such turps as may be necessary to enter'Upon nrsaid above desng oribreecenstructingroperty csaideutirttie2,. oro making t ing, maintaining, alteringor any connections therewith, without Lion, naj regal obligations or liability therefore, provided, that such construction, maiut.iling, repa' 9, r•econstructfoorl Of ,jd utilitiisting es sb tbe11 be (s)ooflwaye haiI riot h,disturbedtcr private imp damaged, they will he replaced in as yodel a condition es Lhey t:.,, immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy t);e aforNdescribed pruilises, including the ace doesrnotti to nt_rfere the with installation taltaticn and maht to use the rftenanresOf�the utrti:wes.aY ifKoweverse the grantor shall not er . t buildings sUrhstru;cures over, under or across the N right-v. .,;,,f dur�'+9 . , .'S lan �p Th I s .•aemicnt, shay be a covenant running wi -i Grantors- sueover'antf that they bi t', irs and a_signs. o�d and lawful on the .lawful his successors, erties and :hat they have a 9 + e are the lawful owners of the above prop right to e>Lecute this agreement. M and Harold Ekens[Pdt •'r� and ---- — .- 1 ,; _� �. and _— -- --- and STATE OF GPSHliiGTOh ; SS COUNTY OF KING }, L of :i:.shimlton, urrcby gned., ,n and for t is 7�_ ^ers:• ily ap,car.d .mdersi certif V'dt .; ' is 1 before ,ce _ ---- and and and �to me knl ,+n to be indivfdaalSs, described and _ — - ::t and ;et or ,i„^rases in and WLo e ecute�tFus forre:ru�Y instrUl erek and v, Kuntaryged thaf 1 - ;ignee aid sealed the same as 71r ,}ud purpose; therCin mentioned. ilGt try i' � ,l. 1Ld f -...- Wi.Sbl nlj} • .. F THIS 116TRU31,04T, 'Ride thfx _•_d:y Of {Q- -- r.i hetts.._•r, t!aroio Ekrn,t.;dt •:. 1 _ ' v,d — — - -- - r.'ivaftir t-tilted "Gra'rtOr(s)," ' ' '',. .� !�i::u:• •.br;,oi: .� - ' , 3 fOur,ty, ::,Ishin ,t0'1, her..:naEu•r c,.lr_'d Cra.t„•^ '• • paid by C:-" . .t 41d n ln. se,, l , a�i :;.,/, and .r, i,1 . 'IL, � i_ ad Gw :n , .,lit u.i { ic,e; ' :r,-h. ;r,g ,. ;sr n..(! lt5 SUCr.C55t1!" ,.�n.l/A S7 y7".• ^Ia E�.S ''.n-nt r •P U� _ sewer) with r-c' s ry LOPurten•uin�s oiler', tF.rnrlh, acrrr;s ,::, ! :.:,'ri the f 0" l0'ir dESCiI r";{ {lrGi:'rrty In `;lay I'>tl!Ity, 4:a5f11n•�C.,:'�. 1C4rE { '.r't Ct::_ i iy G£.;C:'t:i Bra .'. r to]fOw-': J. ; gt"rtcr of the northeast quarter of tie n^_th.' ast itiartc, of s ctio:t o, toufnsaip 23 north ranse 5E W-M. further descr U•ed as follows: I:�girr.:nC tt the :.i. ceruer sb 'r 23-. R.SE WM F :nrncr SU°.,9'?2"Ft, 939.26' along t:t� east section line, t 30' to tile 'U west :aargin of rionds Avenue ?;.E. and the true the-nce :.69°19'3,7°li, po ant of befinniu;;° �x'a Thence :4�4°29'Sq"w, 153.5n' , '"� Thence NO 5J'2"..:, 4.00' , T:tance 589°19'.,o"t., 153. 0' to the west rulrgin of Edtaonds Avenue G.F.. , ` { Thcnr. :;0 �9" •1, '.00' to the rrue point of beginning. (4.0)'l f,rt of tax lot 11.3. •. C p I - 4 .iyP .,S .:4 fe. it xf't'•.. V'7 i14 4, i+,». 7r.i1 S i.•,t - - UL'.10'. _:id... [n ;�r i 7t! :,.. „! . , ... .Lc:t ^.,.,:,i„rnt . 's' it :":'a..•Y : ] . , „I I by and hetwePrl J,asys_L, h.;iti” n. Id hereinafter called "Gr'.urtu,' 1 Jn ; ' ',. 1;711 Hi N i '. iny County, kldsbim;t,A' t-I . zll-0 ,+ 'It'?". III INE'SSt.TII: Thdt said G, !tor( h,r' ,;!;d 1r! jr r.rtioft 0i ti�-•a sun or 200.00 -- i ! b - Gran; . :+J a; -r valusoi2 idc!retkr , by t e��i ee presents. Kant. bar ; :r,, +,, ? , c.r:m,o ,.rid �..,rrant unto ..,, Said `.'rVnt its successor. and as;ic;ns, dr ercn."it for p+,biic ut'Iities (mci'Idi,;y tester a? sewer) With neCeSsary d, ( rtU' +!: Ni'. fhi q.!4 !, at "oss and upGn t! follo'wk, described property in ri.+ l Cr :^.':./ 1J,'�iw, :-n, Ire. p,:rticulirly d.,- ib.d as follows: A portion of the southeast quarter of ti;e northeast quarter of the northeast quarter of section 8, township 23 north range 5r. ,..N. further described as follows: ` yzt*% .1, beginning at the NL corner S8 'r 130 R5L, WM thence SO°59'22%, 989.26' along the east sectionline, ' Thence i.89029'30"W, 30 feet to the west margin of Edmonds Avenue N.E., �:' Thence 1189°29'30"W, 185.CO' Thence SU"59'22"W, 11.00' , Thence S89°29'30"E, 185.00' to the west margin of Comonds Avenue N.E. , Thence NO°59'22"E, 11,00' to the true point of beginning, \ Also known as ho north eleven (I1') feet of the east One hundredeightyfive \ (185) feet of tax lot 341 hAevL ,(�a^r-%ton�a+'/� pt.CtGnded 44 4410.0S ; Tngether with same as abn/.-. Said ten. jr,, , cor: , h l i remab in 'Jrce d'.:r! y Cc'Is'r Pion and Unti ! S-J0I Lime. dL1 !l� i: 1 ' 7rurt6 rnces have h'.,_ aC Pto,i July I . fur the pperatt '. ,ml r t.: NORMAN ASSOCIATES, INC. ---- CONb91t TING ENGINEERS • P U rt,) ,I ]IG HA BSN. A'ASHINUT(,.+ 93335 • PHONE: (206)858 1294 ----- i I I I I ' November o. 1976 I i do, Ciny Hear Mr. Wn it I ri, . Enclosed .; a rzvt,,ed dc>cription for the utilities easement. Please siyrt ann rr_tarn Jnd I „ill give you the letter from Wall E BcOckop Curp. , t Xt tate:> tact ynu have participated in 'the crmstruct ilin of tI+c .rater line. ,loon E. Norman cc: Mr. Cary Stroklirs, Wall b kedekop Corp. Mr. Ron Olson, Ci ty of Renton - 200 114 11-L Ail XcC — - rr+ASTAt • • -N%,1R0N0tNTAt • t,:Vlt • :URYEYING Said herrtufore men tionec: the right, without prior noti... necessary to owter upun said a, inn, maintaining, repairin,J, ,:it- :�rny ur any connections therewith, withoo: incurri,. therefore, provided, that such coastructio, teeonstruet,on of said utilities shall be e,: . private improvements existing ir, hr! ri�nt(,i-ur sh.: damaged, they will be replaced in as gooJ a r•ora, before the property was entered upon oy the Crj; The Grantor shall fully use and enjoy Ae afc: the right to retain the right to use the surface o: soid does not Interfere with installation and rtw .,,*en,nn• of rr;� the grantor shall not erect buildirgs or a rm:turi: . over, right-of-way during the ex,stenr.c• of •,uch util '' e,• lhis easement, sfnil be acovenant runnt•ul i,itn tine on the Girar,tcr, R+S sr—Lessors, 1a,i rs and .1, i,,i, ;, urar! are the lawful owners of thr above properties ar ; right to execute this agreement. CR�YARY BAPTl$1_CdILR fL and A Aid 1 rig $ ` an, By and W.,. STAif OF u:,�iurrGluu ) off;. SCUU81Y Of KING SS I, the undersigned, a notary public in and far the 5r3'. , certify that on this 14 day of eatrmb:rr 19 u before me ---- and _g,nnrnT E. POHTQ ; and JOSLPII W. 11AF.D r and V!Ommr J. GRTFFIJI, Ji:. ---`--- and �— ; to r1w k-ro. n to be ira v:,ll,t , - ' in ana who executes the furayoing instrument, !nd .re njsaleJner , 2 to ;A signeu and sealed the same as -A .F ,�--fr•ef: and vc 'ant.try�z . ,.; � � t r.,.;'.y and pu:'poses therein mentioned. 1 'k � n t •. ENDING all OF n A• • 1 f S id heretofore men`ioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at i^w, at such times .s may be necessary to ente- upon s I above described property for the purpose of construct- ing, maintaining, repairir, , altering or reconstructing said utilities, or making any corrections therewith, withart incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomalis„ed in such a manner that the private improvements existing in the right(s)-of-way shall not he 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 t1he aroredescribed premises, including the right to retain the right to use the SW face Ot saii right-of-wa, if such use does not interfere with installation and maintenance of the utilities. Howeaer, the grantor shall not erect buildings or structures over, unetr or across the right-of-way Curing the eris:ence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successcrs, heirs and assigns. Grantors coveedot that trey are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement.. , James H. Whiting, and _ executor for the estate of Jennie Gmaitavd and .::,... ---and STATE OF WASkINGTON ) S COUNTY OF KING ) I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this _day of 19 — personally appeared before me and : and and and : to me known to be individual(s) described in anT wToexecut—�EFe--foregoing instrum, • . and acknowledged that signed and sealed the same as _free and voluntary act and doe old r the uses and purposes therein mentioned. PotaryPubiic in and for the State of Washington, residing at �y UE"2-2a i Y •� ` GU-Siz BTIEIlIES �2 EASEMENT ; THIS INSTRUMENT, made this day of._ by and between J�rnes M. Whiting -- _ and -- --and-- ' ,h and w --- _— and ----' hereinafter called "Grantor(s)," and the CITY OF RENTON, a Municipal Corporation of Kinq County, Washington, hereina,ter called "Grantee." WITNESSETH: That said Grantor(s), for and in consideration oft sum or maid t. Grantee, and other valuable r ,sideration, do 'by these presents, grant, Esrgain, sell, convey, and wa ant un said Grantee, its successors and assigns, an easement for public utili ies (' cl.. .ng crater and sewer) with necessary appurtenances over, through, acros and pon the following described property in King County, Washington, more parti rly described as follows: A portion of the southeast quarter of the northeast quarter Of the northeast quarter of section 8, township 23 north, Range 5E, W.M. des ibed as follaas: The north eleven (II) feet of the. east 165 feet of tax loc 34. a V V Together witn a temporary construction easeri—it described as: same as above Said temporary construction easement shall remain in forcr., during construc- tion and until such time as t"e utilities and appurtenances hose been accepted for the operdtion and maintenance by the Grantee 6,t not later than July I" 1979 1 4 i rr Llil FS E AS \ 1 THIS rndde thin, day nr 19 '; by and aeti+reen Harold Ekenstedt and • ________—__— . ,> and and � hereinafter called "Grdntor(s)," and the CITY OF RENh)(1, d Ilunicipd' Corporatirr: crf Y.tng County, ildshington, hereinafter called "Grantae," WITNFSSETII: i p h That sdid Grantor(s), for ,nd in c�niids;tion o' the sLes of 200.00 _Jill b/ rr,PtC2, drld OP,ter vall hie __ .__ — f by thesis pres"nts, r{ran[ b�,r•g%%r u' 1 , c(,!tv,:y, and ,r3rrant unto t?I ,a C r its successors and ,ssinn„ an eisn .t for p:.'Aic utilities ! incl!' ing v°;tGr h. sewer) with necessdry al%Pcrre.l3' :d5 nv, t4rnvyh, across and .. ' )n th described property in Cr no ty %,hinq'.•I, more is art i tuiarly de,' ri bed es fol A portion of tae southeast quarter of tine wort:roast quarter of the northeast quarter y of section 8, township Y3 north range 5- ...A. further described as foll-ws: beginning at t;re :+E corner S8 T 23:4 Rj! WM Tnence 50'S9'21"1., 989.26' along -tic east sectionline, thence n89*29'30"t., fo' to the west carg.n of Ldeunds Avenue N.E. and the true point of beginning, , Thence N89"29'1j"W, 153.500 , Thence NU'59'22"f:. 4.00' , ' Thence s89'29'30",., 153.50' to the west riargin of Edmonds Avenue X.L. ,_ { Thence 50'59'22%, 4.00' to the true point of beginning, Also know. the south four (4.OU')fcet of tax lot 113. i Together with a temporary construction c;t;0cent described as: same as above. Said temporary construction easement shall terminate on July 1, 1979, and nothing further needs to be done of record to terminate. Said temporary constr t„n . wr t Shall rN , ir. force Lion and unti 1 su, n time as tW, ut i,,:; ,r.c.r.s ' e ._ •, ` IJmy 1, 1979 for the operation and rnaintnr;.,,.re !„ U;,' Gr Kit . of Int 0'!'I _ —_. ._ . , , t:A NORMAN ASSOCIATES, INC. " s; "ONSIA I tNG ENGINEERS• EVERGREEN RU I I.OING SUITE 509•RE NTON,WASHINGTON 48055•PHONE 1206)235 1544 x r wovember b, 1978 1 I i Mr. Harold Ekenstedt 1 ' + 1770 N.W. 58th St. 1 F424 Seattle, Ma 96107 r y +H Dear Mr. Ekenstedt : ? Enclose! is a reviseo description for the utilities easement on tax lot 8-27-059-113 for your review and action. q 11 ��C�I rSut' �.: f�ac� •,� its •1� •,V � r. .,;r '� John E 'N�lwen i a cc: Mr. John Ranquet, At ney Mr. Gary St rothers, Wall 6 Redekop Mr. Ron Olson, City of Renton I .__ ..._ .._. COASTAL 0 HfUl AIIL 11 • � '.'.1}:ibr::f'...'.I • �.i`.i. • „NJF nVt. �\Wi a NORMAN ASSOCIATES, INC. �-- CONSULTING ENGINEERS • P.U.BOX 675 • GIG HARBOR,WASHINGTON 98335 PHONE: (206)8138-7294 � I • October 31 . 1978 4 I ; I i Mr. John Ranquet, Attorney 1344 DexLOr Holto• Bldg. Seattle, Wa. 9810 �wn� c t Dear Mr. Ranquet: I Mr. Harold nstedt has requested that we send you the enclosed utilities easement on tax lot 8-27-059-113 for your review and action. Also enclosed is a check for $200.00 payable to Mr. Ekenstedt. P;ecse contact me if you have any /questions. - John Norman j cc: Mr. Harold Ekenstedt Mr. Gary Strothers, Wall G Redekop Corp. Mr. Ron Olson, City of Renton i it{ • „!fit#r..:.�. f f-:lr G ! , j , i `----- -COASTAL • IIYDRAULIC • ENVIRONMENTAL • CIVIL SURVEYIN3 ---•.__ 4 i �� NORMAN ASSOCIATES, INC. II/ CONSULT INC ENGINEERS • P.O. BOX 675 • GIG HARBOR,WASHING TON 92235 PHONE 1206)358 7294 -- - 1 October 31 , 1978 Mr. James H. Whiting 1212h S.E. 19th Bellevue, Wa. 98005 Dear Mr. Whiting: ,may Enclused is the utilities easemen' . Please sign and I ayi. return and I will give you the letter trom Wall L Redekop Corp. , F that states that you have participated in the construction of the water line. " jVJto'17nE Norman \ 1 cc: Mr. Gary Strothers, Wall Redekop Corp. Mr. Ron Olson, City of Renton u `-- -- -- -- - - COASTAL • N.YORAULIC • ENVIRONMENTAL CIVIL SURVEYING--------.) f fv ze ('ya%�cr�j � ar•°N> � i�arN vn,O� ��rN�r�11V NI Elm r ' ,� • .� 3w�s i 3SIP 998,4 R: /N�tl� rir• — -- "—�---'gyp 4ow ,OO,Ii•Rfla� 9? .22 •fir �� M „Yfl,bZ•6!! N 96 bLl w M „ZI ££ All N MwbG fiZ 69 ® — - y •f •t 6f bill O �_ ,94 LZS .-"' •i ,b6 £6 O � - » 30V1d z O a r ce 10 I Of £ti M OC 6 .6f N win .Y6N Kti ¢" t V .f' \ 5 9Z 686 m - M of ,6E .68 N 1b ,2 ■,.:o ,vs ,e• n �•ii,l�.li M , \ ram ' +� �� � o _ _ _ .• ♦ err . , `qp z I N lAq a1t •+�3 a 1 �•d �iir+�i� �• i i• �• �/ o m Zbf Z • j vi 'gyp i Ni A\ • / �N,►E.Eb N i � �' m ON M �� i v in � R �o �I N , 1 S:J1ll I tsy,- �; f Woom- LEMUTi-c NOR'k LA. 30 0 Y 3" 240 3- '104 -3+�4. 226 _{ �. -- a1J . to # 4"&"17, O d 83. 420G __ 5.",126. 020 i51327 5. 816 -1U8. 834 5S'07. O M 108. 790 ti09 65` 440. 44.7 � . N 8815'36 O 4 114 400 3. 41O -1 1 a 3. g3:i 6.15 6!{ 39f: @13 .348 . U 0747'38. 0 W 60. 600. 51537 0" 65.2t 7. 4" - 2-laz---- - v40._.SM N A738'38 O H 29 OCv 1. 192 5.539 396 63. 356, 916 -29. 97.i '*a N R976'38 O W 49. SOU 5, 540 89e-6k.. 427. 93id- 1- 344 -4> 48L _._ ......._.�..._.. . r N 87"'a* o,to _.. 41-2ZQ 5. 541. 934 65,..7It 454 ^ S 612,>lrts. i E 624. 810 -298. 7"MT �J 543. 610 65..4IR36� ._.----^^----_r._._.._ sat+. 759 - N 0938'21. O E 624. 810 615 ;'Se069 S' 244. �9 b&5E14. 024 5, 860 8. 48 65.6W 644 624 31O 7e6 321 07tO4'29 775, - _S C�`K9-22 O wt 113. 85U --. -�11;. d;;3 444. 2p _S 8900'38. O E 35. 000 -2. 331 t 34 9�v5, 747. 0.5 65. 86. 670 - - ----- ---- & 22. O Y As 900 -48 892 5. 744. 684 45.41'21- -U t14� &-a0�O.'.a O E 5U. 250 -0. 867 5.6+5 741 8,'..$:?O. @14 S 0059'22, O H 171 99.) 1 71. 7b4 -2 964 5.26 4 5'23 G5. 871. 0157 - . S.89 955 6.-.Z48 097 N 29'30 O E O OUO O 000 0. 00O 959 45, 8a 8 087 - ---- -2, 602. T80 -0, 006 O. O:J -. ERROR NORTH •-0_ 007 ERROF, EmoT 0. A3 IN CLrI?7.RF, 1 FART IN t74J82, �%i5 j F), ! f AREA, SO FT= 206. 101..941 AREA. - •.. i . y 4 i1 4 • o , P►IA.SE 1 SAVE • 1 `� 1 �t '�.! .__.. - ..1 L;E:.R 7 vn COOR:i.;.aT Es" . S.ENC,TN s - N014TF1 EASE N()RTFi?NC: FASTING RADIUS N E429'30. h Lt __ 344_240._. --._- 5. 522 066 0,5.86a 074 f - {i 8646 17 O M 83. 420 ) 5,52f- (�20 65.52 3 64R 5. 527 809 65.440, 447 - .,(<'••: a N GU59'Z Z O F, '. (.. 41'+0 324. �11 5. 437 S -1245'1A. G E 5. 834. 25,• 65. 44 6. 005 .. 624_A30. _ -60k.1S4 i.;�...g�._. . -- N 21. 0 E 624. 818 5, 244 SN6 a5. Sk4. 02C °'� 9E8 104 s19 624 810 242. 644 022n WW 13. 833 -1 96g 4< •� S.0" 945 65.a" .40 +� Y 123. 676 S 0054'22. G N 1!' 930 - t _. S 8900'38-.G E 131 000.-- -2• 331- b44 3Yo. 5. 747 012 65• ,:.86 674 - � . . . . S 305Q^22 0 M 48, 900 5. 7M, 68: 65. 82 1. A54 -�. $"2 -0. 944 . . S $900'38 0 E 30 i'SL -4. 867 50. 242 5.69& 7" 03.8i O 430 - - -_. S OCW'27- 0.H_ 171. 99Cp 5.694. 92G 65. 8' 1. 053 M 8929'30 0 E 5, 522. 956 ,*5. && 083 i 0. � O. OOC O. 000 - 5, 522 950 65. 4a8 ✓S3 -- --2+323. 760 _- -4.JiL_ %K&RTH -0. Ol0 - ERRf,`R CAST 0, 009 ERROR IN CIOSU:tE. 7 PART IN 187589. 603 { AREA. SO Fi> 120. 945. SCs1 AREA. ACRES- 2. 771 r 1 � •zp� 8'S( /�) . 1 � A� PSG - INN, P NOR MAN a., aaaTES .f�c. Mao i( I C04N14'kU fNG�NF.cy r` � I EV iRGR i!V RU ROl YG � E R[NTJq.WL WY)x QdIC j S4N fE r �a� Ics�rl i �cn I slcr,lt 4KJ fo AfcA 2ou M .�f. Pvt , S. ARM* ra rr ^ICC* ncsrft 1 ' k Q rA� p�ti Izo CIA s .», of v z- 8s I , 1 is 9 V M Nt?RMAN ASSOCIATES. INC. I. . ... • . ..., 617? 5'S . :11G HA>?9liP.,'iYASY.{4G+i,N UW35 • MONE: (Mi 853?296 i i i I i fi.+r a ;•+:z[. f,.ry of Renton ysraTl.r R .:)0 rMr i l :,�•�. i. I [ , r<yCd ;,. the original cxcc,,ted Mxumxnt for portiaY for SunSrt 01. , Very traiy your!. r,4 r of, Asxa.Iotes, Inc. f.� Nor-un w r�. ih.7lc 1 Hr Gs•y S_,:it f.r Noll 6 ttrbkap Corp. ° [� q f x 1 I f� I ` Y i.4✓) ] x \..._..__...... r 'f '0 1UL:r, SNVIRONMENTAL . COVil. a SURVEYINGiT I N. k =r