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WTR2701422(1)
SUNPOINTE (EARL INGTON WOODS) W-534 I�I I B ron Jackson Qum Division sa67ta. sio 7p,1'1.'d Aupusl 76 y P ea Aug.e1 BORG WARNER CORPORATION y { VERTICAL TURBINE ENGINEERING DATA LINE SHAFT SELECTION CHART Fot C-1045 or 4I S S.S.Materials! w SHAFT PUMP THRUST - IG 0 POUNDSwr. Gr SHAFT PER SPEED VIAL Rpm LOSS 1 3 6 7.5 16 RPM SHP E 10 20 30 O MAE1mUM HORSEPOWER LOAD 3500 62 31.2 30.2 266 228 2900 .52 25.8 25.0 237 189 411• 1502 1760 .32 15.7 15.2 14.4 11.4 E 1460 '26 130 125 11.9 9.5 1160 .21 10.3 10.0 06 7.6 1` 35N 1.1 86.2 056 SA.S 1 810 736 C 2900 66 71.4 70.9 701 67.7 61.0 T- 2.679 1760 .S3 43.3 43.0 42.5 407 170 i1 1460 AA 360 35.7 35.3 330 30.7 1ISO 35 28.6 283 211D 268 24.4 2900 1.19 its 139 116 112 107.5 121 tl ' 2760 1.72 170 115 146 112 105.2 161 i 1 Ye• 7.766 1460 .61 7O3 701 116 56.3 85.7 61 1160 .67 46.3 46 2 57.6 56.3 43.0 40 5 1 7y� 1160 .10 46,3 46.2 456 45D i3.0 40 500 I.06 269 265 251 254 234 3 300 19 •22 219 216 211 194 t Y� 552S 1760 73 t 05 135 111 171.5 1% 118 '! 1 1460 60 112 111 t09 106 96 tt l 1160 .69 89 66.3 36.7 64.6 76 ,1 1160 1. 44 732 231 229 228 21D 2%1460 120 193 192 190 193 1&1 171 j' yYr 7.600 1t60 65 153 152 1S1 149 144 136 6S0 '72 113 117.5 112 1135 107 701 1760 165 3b7 355 3S2 355 34S 31S 1460 1.6 305 303 301 296 2" 264 yyy 10.020 116D /.23"0 .72 779 178 177 174 169 155 t - 1760 2.3 54S 543 542 536 $76 504 452 451 450 444 430 41h '• /7.786 1460 20 1160 1.6 359 359 ]57 353 340 712 rn 660 1.2 266 765 264 262 15D 245 1 761 780 779 713 765 744 1760 79 648 647 645 641 635 Sid 2%. 1587X bo 11B0 2.➢ 5.5 514 513 509 504 "1 660 1A 30, a61 360 37! 174 36, 1160 3.4 1057 !1066 1054 1060 1053 1074 It ` us 594 383 d79 074 059 I ({} pny� 19.19r 1160 23 521 S21 520 Sig 515 505 i 160 1.7 1 1760 41 1415 1414 1413 1409 1403 1.n.85 1460 ].4 1114 1173 1172 1169 1164 11513 ! i LYw• 7364P 1160 27 933 932 691 Goa 685 92? 5 9t4 060 70 92 691 690 Wd 6 I uu I 1 1 I ' Line Shalt N tt,IM Lots-E.Prelsee In SHh 111 Per 100 fast Of Sh01ting. ' Line Snarl SOW110n Gnarl I,11%the Ota..m'M hogatd`M'for a Qi~ e of haft,hFr1p u1L'+ account left etrect of In*Total Thrust, Total Thrust 14 hydtauWm thrcft Plus wsl9hl Of Swung and imPe114 ! listings are in aceordanoe with ASA 0581-1961 and AWWP 61 soaclic .Iws b vemcal Turb,ne►umps. NOTES 1, Chaff N for steal Ma8 ron minimum yNid stranRln of 40 100 L51.and tennte itrenptn et {I,ODO P.S t.wcR H aLndstd C-1P45 and N6 5.,. Shafhng I 2. Nw.75 muhip per lot ma+,mum 6HP on Types 1070,304 an6316 M3h,n9 '{Tv� S. Contact factory for OHNt material Or spec,at hi2f1 Strength✓1st comas 1 .`. 1. Ne papa 2-5 to-4 for Shan Elongation OhaA. l --now LII-Ict It6" 2-22° Byron ackson Pum Division Ell.Ae 2-22D-s P 80RG WARNffl Fwtth6 BOkGY/ARNER CORPORATION --.-3 S.",,Dw•FA TYPE MO BOWL ASSEMBLIES Dimensions far 10100, 11M0,121110,13M0,15MQ and 17MQ PUMP SIZE 10-MO 11-MO 12•MO 1J-MO 15-MO 17•MO MAXIMUM y IF E� ? A' P% toy It%e 13 14Y f�S 14� LENGTH 1 1� TOP CASE S% w 12 Sj Hl 10 aLEN 1 t t 1G SERIES CASE 1'r2 sEgi C g% 10!: to tz% 14K Silly B LENGTH 8 Doll CASE 11'N. 13% 73% 15Y 17y aw. 1 LENGTH t ONE STAGE 79A 34% 37% 36% 41y 49 ASSEMBLY LENGTH C ADD, STAGE SIX10,E 12 IV'. lq( lby, A STANDARD . DIAMETER E fy,. 1'14 1`7(. 174 24 Yf. WEIGHT C PER FOOT 5.5 7.4 7.6 100 12.4 I93 rTI • STD OUTlq COLUMN 81Zf SAS 644 6.610 TO S.1tl.t2 S S 10 1 F (; SUCT.PIPE - 612E ONLY S 6 B 10 12 14 G FIRST 13D 1SS 230 390 52D TT5 FIRST 1 D EACH ADSTAGE° P4 65 100� 144 v 200 S10 G Wf1GHT OF I IMPELLER 11 U 14 2' 39 65 END wit, L•'/. M-!; t•1fy LAK FLOAT H.% H-i H•'.Y. �/i. H�3y H•Ijf j -Check Column Coupl'n9 0 0.for Well Clearinco I "All wa0ms a,e spp,oabnsM '•.TMMdod conso,cllon I These un,H have port body top co"lho,mpeller) Al?olhets have nae9rul top case mcluUWnS an,mpollof. DrRWI nR 7S1409.2 ^r' ..w"yIJA}+w�.r•F+wI*'+w►.^�r'w..4*:..'�++�-.rv,.,.r•r.n.......-5�...••+1-Tom..--^�rnr..�r•'ww Y� Byron Jackson Pump Division s�:""'° sNation 2-210 BORG-WARNER CORPORATION BORG V�/AHNQN - Paas 2-2 00-25 -rd. 0 too uf,» t s .ice lO w Cl ' 1 Ala rwwrts 1 Stun w rOY wY• j —_ 004I I slurs WWI s/a1Ar - ~ DTTN►E[Qpt6A ' tax f l II[A11Pot 1 i �M E ., 34_ --- - 1770 i..•.. 400 END 1300 IUD„"., 33221 ! U.S�GALLCINS PER MINUTE 13"MQ "H" HMP - rv"emt loco 2000 r n n fN) 1 fly ou 120 - No r 4� 40 -r o f"- w } x onaatffamnfatasam% .—i cut lMrauln xfvi xp Aumncxa Ill. "ae"0"n 1n1111f +"+» 20 49134rs9 AM fm ffr. ~ 102 l{IWf f0faC/1 Now n+ar 1 - ION 1pW kf00(f l0ulif tr++ of CTULL. LrAtz, �,P n:a,T l4N� , 211.32 'f d.�2 CCa ,Duc -7& -r4c,iw- C.CZSS,, 1.77 x d. 14Cd1 : o oco ' $eta. l-Cvc ir.Fkxr y �� f�c�t� E,�'r�uerl=i'���c�,�sT (.za,c • 21!�lZ 229.-70 I'I'to rr�r,n w 250 l;•P *r4sTo� I i I j i i i j I i , �a Pump 5tzl�: noo(:5pm� -MO I -6rm VY V-AQ-H � 9 S'ro.�s. � t3ct.'S'/o .. 9�12�•.—w,tta tYl'C riT� 161t. ) 4:p 1411 6s �cra too i �•Ot1't x I.aS a D. oZ 4 is- (t'loo;) = 211.34 (gFFi SODOO (0•643� C drew �>� �(.1? : 211•�1L. i?oo x 4IS '��-�r�,.�c.. -r+;Ru-s� (5::;�ua�.� • Qoon Ids. t�J7 of W7 of J.,.APE _i!r, = Z7*-As T am " .t�raU� 4o= + I?S +II'1 i or it T+14V*T . i..DAV, : CEO ._. ►-�P� 54 3z .&ale (o0�p ArILow^-rT hl Cob.",K 0.14Co* 5-�'Zzow ; Q. Lim 10 t,A , I 4.a, psi 2 .%ot i aQ3'S 20 tlIx pry •Ip�i 4lo.l°J -FT. f u IYA i t K•. W R, `-�I'JP.Yf p1A�Te1°l= � �llv" w-rr �S Ib.lp7. E.:•. P.�✓� Grr. M n P. 2•Zio b 525 (U,-) 54.31 i �R-1a�T �•I•P �+, I �11e' �l-l+�vs �loo'� = I,os �-�. coT. 5ib�►t la,P LoL = o.o1n X I,os O.o l t4f- �xa bPP 54 54,32 P 59CPo x 'Fitu=. t44F i 52g x g40 ! ,w LOT. 1-4Y�!art,t:aG �iJrZU'�1j �O {J�ON PEC ".TA(c.s 'LSp II°s l-eAGC li Yatr✓w��G T«4P.u5( 'FG'.� 8 S7Pf_,2S � B (�so/ _ !.(iCCJ I6s. ' -.ter kY of 1�1,,,"s>�aP1 PFR 1°1' = C.s Ibs WT -7.(a <,n cT • 1•Lo (S•5J = 4I, 5D 16c. W-T 12¢cA<�: X >3 = 0%V Ibs >r J 4VT ic)raL- T+*ptvr�-T _ 'Loop + 41.50 + o(p - UU 04 s /nln.00; &A 7 v we M1,r1 i - ! 2.240 !IR MYY t � 'til t7: •._ - 7 t :! y •c.oro .ter. s 1770 v ii. �I '4 ta. • � 1 1 0 ' sss �1 tt•t . ( 7 2250 !` s tea 20400.:. snsl� U.SGALtONS PER MINUTE !_• 10 �:'�"�. w+�u r2 CLANOM a't (j 1 � { (� •�� ST I ,Is31i: `:.�.,. �Tt' `r • , 'f+; { v' ' I • : I.i• i ' f}t I :' �+ 1, j 'r '..1 eni 3 t VA I O U {I ' 1 I tT fj:I $1M11 l Af pNf i + f 43 tt tya.al s R-; t+ .tl jE f t 1 I 3E Ltt ji 1 } 1 {t '^ set 417-7 g� t 114 if �} ., t 1718 12400 1460 p 30" e U S GAIIONS PER A41 now s _ +'fl��=' .�3r'�r�,�';•� IP�V�is +�Y i�' .•* t•�a ;i,��'y'n `, •�C"�',�i £$ l�}` l"• aai ': � * .� r . +a w :� a •i+A-�����. ra��`I �:7,u lni�:rCi � /�4��''�4� �K;' a I t..t�a;��L� ��,�t�y�� } � e V 1 I / i �+� =oyy •,sz'rL i , 1 � t a! ' i�A11dQ �dS A'1GVIy4tA p�Vlq'fl M�aQY'+�Ol • { � ;,� �� � of �Z . z Qs 2co , f 3to :. TYt , 14"i.c:a 4z ' ate' .' �*- : ��•': loo tCG Qz 1.46 ,.. 4z Z P 11� Y 9 Il,o Z 4r FA 4= :4 .; '•3� .'. icy• :,'3.35 Lsi 04.15 1)_410r�Se 91 4 I?�� R�tit rno 1.04 On CJ: 1�r � 1110 2 _ I C3 1 rr_l . 1 `(ammo Rom, / 1110 7Z)`�� a Iv�.l :D.^.,7� L1` .�• C.1/r�x �'7U.S(��_ f f `fir 2 d- 12 'Q' z +-i2 Pz l tJ z �^zs ego" Q, . 2 tTDp O. 104 61 4 * 17 12 �4 sp °�� i f Y , l Mr. Ronald Olsen Page Two 0 October 11, 1919 designed to be "wet" ponds. These ponds will also function as recrea+.fon, duck ponds. Outlet structures will be sized as to not increase the rate c•storm water flow from the property as it now exists. k If you have any questions concerning these calculations please contact t+ office. + s "f Sincerely, 1 E 1 WILSEY b HAM, INL. {3 i SRodger Pe, Jr., Senior ociate RC/ljr SIMON IN i f� I I t 1 EY& HA (cntral Park 17ulI& 19A0 112rh Ave. \.E. [lellevue,µ'A gylpq o,areenvn,na, Te4PlY,de (2rlfii4a4-YyJSn r ._ T ,,, Q .._ •rm..,ezrnwee October 71, ;979 File No. 3-2009_0901-27 I CCT :�U 187b Mr. Ronald Olsen City of Renton Department of Public Works Municipal Building 200 Mill Avenue South Renton, Washington 98D55 RE: EAR'.INGTDN WOODS e .:;�' '��4-�'• Dear Mr. Olsen: We are submitting preliminary plans fo, Earlington Woods fm• your raview and torment. Along with these plans we ha..; included two sets of pump calcula- tions, Engineering whiichlanalyzesutheiwaterasystem requiremethe nts. zpurt done by The pump station has been designod under the philosophy that: 0 One 60 H.P. pump will be connected to a variable frequency controller. This pump will operate a to 525 gpm). t variable speeds depending upon the demand (up 0 When the demand goes above 525 gpm the second 60 H.P. pump is started across the line and the first pump adjusts its speed to supply the required demand (UP line a an gpm). c Under fire flow conditions in the lower zone (29.0 9Pm at 310' TDII), both 60 H. P. Pumps and one 250 H.P. pump are pumping at full speed. 0 Under fire flow conditions in the upper zone (4410 gpm at 34O' TDH) all four Pumps are pumping at full speed. 0 Standby or emergency service is provided through the existing connection to the City of Seattle transmission main. In addres.,,..y the subject of storm drain detention, three detention ponds are being provided on site. The two ponds in the eastern portion of the site dre i _eNGn<erinp//a•nNryl i wnevtnq/envlrvmmrn4a urmMvlx/Iu,Mwnrs•rk.�yln (>Q4ua.Ineatrd In: Bellevue Ivaahlryp.m •7'arr,me tt'anlUnKf.m I4�rtJan[l,<>re90n .Ivmler<'1 (' . ty, aIi*,nla l_ �425 s.f-/level I — 1J00 s.f./level • 5,775 s.f. (3 levels) — 1 925 s.f. level ` = 5,100 s.f, (3 levels) = 5,775 s.f. (3 levels) 1,075 s.f. 850 s. f. i q i 8 J s.f. 850 s.f. ; i 850 s.f. 1.075 s.f. N L N 2 Story w/Basement 3 Levels = 16,650 s.f. Building. ` f COLUMBIAN 6 KENTBROOK UNITS: LARGEST ANTICIPATED BUILDING. TYPE Y-N CONSTRUCTION { t e E E , t r ( t ATTACHMENT A 3/27/79 EARLING_ TO`N W0ODS RENTON, WASHING-nN INFORMATION FOR DETERMINING FIRE FLOW REQUIREMENTS FIRE ZONE III, PER rIRE MARSHALL GOVERNING CODE • 1976 U.B.C. Manor House (Preliminary Plans Attached) ILargest building in project (Building 4243). 3 Story 28,732 sq. ft./bldg. - 1 hr. construction required per sec. 1302 (b): 3 st ry Building will be Type V - i hr. construction with a ? hr. separation wall approximately at center of building = approx. 4.790 s.f./floor. - Per table 5-8, maximum area per floor of Type V - 1 hr. 7,900 sq. ft. + 33c % in Fire Zone III • 10,530 sq. ft. - Per Sec. 505 (b) maximum total for all floors is twice that Of 1 story: 10,530 x 2 • 21 ,060 s.f. 2-hr. wall needed since total building area exceeds allowed maximum for 1 hr. , Type V. Per sec. 1302 (b) an approved fire alarm syster, will be required for these buildings. Per City of Renton: dry stand pipes required for 3-level buildings. Shake roof on portion of building. Columbian A Kentbrook Units: (See Sketch Attached) Largest anticipated building - 1C,650 s.f. , (2-story w/basement 3 levels). - Buildings will be Type V-N construction. - Will have 2-hr. walls located so that no floor area exceeds ( 3,000 s.f. on any level. Per Sec. 1302 (b). - Shake Roof - Per City of Renton: dry standpipes required for 3-level buildings. I�I Alternative 2 — "Sumuig that two set-6 op pumr vte uaed and that the notmat demand pumpe operate at the eame t,&,, he Jiu pump4 ane opeut ng, ell pumps would need the capability to operate at 340 feet TDH which results in the suggestion of using turbine type pumps, which can operate efficiently over a wide head range. It is possible that two large pumps be used to supply fire flows :netead of three as suggested in Alternative 1. Each of the two large pumps would ueed ■ capacity of approximately 1700 gpm at 340 feet TDH, which, in addition to the 1045 gpm being pumped from Che normal demand pump , would satisfy the higher fire flow requirements. The lower fire flow requirement would be met by one of the large fire pumps a❑d the normal demand pumps. As can be seen from the above two alternatives, there are numerous combinations to provide the pump capacity and control the pumps at the proposed pump station. Presently, the most suitable control parameter is rising ane falling pressure while the most economical and efficient pump selection depends on many other factors such as cost and City oversizing of the pump station to accommodate growth. I believe that the information stated in this report will enable your design staff to develop a design for the planned pump station following an evaluation of costs and examination of the City's desired additional capacity. Copies of the com^::tzr analyses have been retained and are available for use by your staff at any time. I would like to thank you for the opport unity to assist in determining the pump station requirements. Please contact me if you have any comments or concerns regarding this report. Sincerely, Richard H. Harbert, P.E. Project Engineer r PRELIMINARY PUfP CONTROL SCHEMES The 60ttowing attannatived ale ptet minarty and additiorat study should be conducted be6o4p committing to a panticu.tan scheme. Figure I indic:res that there are rao demand ranges that moat be sup- plied. The first range consists of normally low demands that will occur daily and vary from 0 to 1145 gpm. The second range consists of substantially higher demands that range from 2910 to 4410 gpm and occu• infrequently. These demand quantities and frequencies lead to the conclusion that two sets of pumps should be considered; the first for normal demands and the ■ecotrd for fire demands. Additionally, it is doubtful that a single set of similar pumps could be found to satisfy the conditions shown in Figure I aid still operate in a reasonably efficient range. 1 r Alternative I - A&uming that two c<ts 06 pumps aAe used and that the no.trrat demand pump4 do not ooetate at the .dame time the 6iu pumpd a4e opeAatt'ng, it is reasonable to suggest that the high flow rate pumps consist of three Z1 j constant speed centrifugal pumps, each with a capacity 1 al of approximately 1500 gpm at 340 feet TDH (total dynamic head). It is highly probable that two of these pumps could then be started by falling pressure at the corner of S..d. 4th and Thomas Avenue and shut down by rising pres- sur2 at the same location. The normal demand pumps could consist of a single variable speed pump and a single constant speed pump. The varieb)e speed pump could be sized to operate the msiority of the time and therefore have a capacity range of a to 660 gpm at 250 feet TDH. The constant speed pump could be sized for the difference between the average rate of the maximum day and the maximum instantaneous demand (approximately 385 gpm). Both the variable speed and the Constant speed pump could be controlled based on pump station discharge pressure. rl 04 is -L. , "a ..J -rrt • iii...... •, 1, / � t:�. � •,, �,� '�"�;;• � •'� � ', 12 r •:f. PLANNED PIPELINE 1< IAPROVEHENTS tl r ROPOSI- , PUMP 6 �. STATION 1.040TIO:i .♦ ,' ' w III OF r•. FIGURE I PLANNED PIPELINE IMPROVEMENTS 2) the instantaneous demand rates for the same areas and 1 3) fire@ at two different locations in Earlington Woods while meeting maximum day demands in both areas. PLANNI ', PIPELINE IMPROVEMENTS The planned pipeline improvements were developed based on a maximum I1 fluid velocity of 10 feet per second and 200 pounds per square inch (psi) pressure during a fire flow condition. The fluid velocities would be less during normal demand conditions while discharge pressures would be nearly the same during instantaneous demand conditions. These pressures do not result in unrearonable design criteria but do identify the need for pipe which has a suitable pressure rating and also surge protection W for the pump station should a failure or emergency occur. i Figure 2 shows part of the existing City water system in plan view. The Earlington Woods development's tranamieaion pipelines are shown also. The 14 inch diameter transmission main would extend to the Manor House buildings while the 12 inch diameter pipeline would extend to the existing pipe at Thomas Avenue and S.W. 4th (the approximate i location of the lost Columbian unit). Smaller pipelines would then convey water from the transmission pipelines to the individual buildings. These should be sized manually using the residual pressures calculated in the computer analyses when the building locations are finalised. The significance of these pipeline sizes is that they primarily control the slope of the system hnadlosa curves shown in Figure 1. Pump station designers, when designing pump station piping should add headlosses for auction and discharge piping to the total dynamic heads shown in Figure I since no allowance was made for these hesdlosses. - Table 1 PROJECTED DEMANDS DEMAND COMPONENT PARAMETERS DEMAND RATE AND CONDITION (gpm) Carlin ton Woods normal demands Maxi=sm dav, Average rate 483a services, 800 gallonsper service per day 268 Instantaneous rate 483 services, Table 1-Ab 446 Earlinatoa Woods fire demands Columbian 6 RentbrooA Attachment 1, using 2 hour separation walls 2250 Manor Mouse 3750 Went Hill normal demands, Maximum day, Average rate 1974 Seattle Metered records 388 Instantaneous rate 688 services, Table 1-Ab 597 a. Earlington Woods Draft Environmental Impact Statement (Table IV) December 1978, Wilsey d Ham. Inc. b. Design Standards for Public Water Supplies, October, 1977, Washington State Department of Social and Health Services. available, would leave the City with inadequate fire protection. PROJECTED DEMANDS Demand rates have been projected for the proposed Earlington Woods development for 1) normal demand conditions using WsaLington State Department of Social and Health Services (DSHS) criteria and 1) fire demands using the Insurance Services Office (ISO) Guide 6o)c Detenminntion o6 Requiud Fine Ftow. Demands for the West Hills area have been based on existing metered demand records and adjusted, using DSHS criteria, to obtain instan- taneous demand rates. Table 1 summarizes the demands used in the computations and the basic parameters which determiie the demands. These demands represent extreme conditions that occur infrequently. In order to select pumps which operate efficiently, the designer should supply these demands through a combination of ,)umps such that each pump operatra efficiently during it's intended operational periods. Ad"itionsl discussion on this subject is provided in the last section of this report, ALTERNATIVE PUMP CONTROL SCHEMES. The pump rates shown in Figure I are 1) a summation of the maximum day demand+ for Earlington Woods and West Rills SYSTEM ANALYSIS CRITERIA An ".sumption made, here 4,s tMt tJ:e %udeA is jamitieA with the C(4 WZCet .eyatem. System analysis criteria were developed using the Insurance Services Office (ISO) guidelines. A suasury of the criteria is listed here: ° Minimum service pressure of 30 psi in the West Hill area during normal demands and 20 psi during fire demands ° Wells 1, 2 and 3 were operating while Well 8, the system's largest source, was out of service ° Springbrook Springs was supplying the system at 1300 gpm ° Tal',ot Hill pump station was operating at 1500 gpm ° Two pumps were operating at Mt. Olivet and Windsor Hills pump stations respectively ° All fire flows were computed using a residual pressure of 20 psi The City wnter system was recently intertied with the Cities of Rent and Tukwila water SYGtems. Since these intertiss are interruptible, they were not included in the system analyses. Inclusion of the intertiss would result in a system which would be developed based on using these intertiss and then, possibly , to not have them i 5 <IA AW AF0 <]0 pn) 2 p,M< ]1 Itt. :w It. m❑ _910 AM' N 4410 :Ln 110 ft. TIM Jam.: it TUN 3Y1 Mkt Iw rft ELEVATI0 (feet) I:J P1^II IIAII, S rPi'lt 4.. . f .I:ES R_- r(a Enalneering du A "ter•' G�� April 30, 1+79 S1016.0 au WILSEY b HA,M, INC. 01 Strander Boulevard Seattle, Washington 99188 Attention: Mr, Rodger Coupe, Jr., P.E. .^,ubject: A report on capacity computations for the proposal Earlington Woods pump station Near Rodger: Ibis report documents results of the capacity computations for the proposed Earlington Woods pump station. These computations are Based on computer analyses of the Renton water system which was simulated during specific operating conditions. The result- are shown in Figure 1, which illustrates a serias of headloss carves for the pressure tones on the suction and discharge sides of the proposed p,—n station. These curves should be used for selecting pumps that wall economically and efficiently meet the proFzsad development's water system demands. Also included in this report are 1) the system analysis criteria used for simulating the existing water system, 2) projected water system demands for the proposed development, 3) a deac,iption of the planned pipeline improvements since theme affect the pump station capacities shown in Figure 1, and 4) • brief discussion of preliminary cum;` routrol schemes. I d f v 9001•tteth Avenue N.E.,Kjthlen0,Washington 90M p Office(N16)8264199 Res (M)822.3757 "IEMORANDOM January 11, 1979 Filc No. 3-7089-0601-20 Page 2 After the meeting Ron Olsen pointed out to '0 1.ey t Hem that because of the workload on •he City's inspection staff, Wilsey b Ham should perform on-sPte inspection of const-uctfon in order to insure conformance with plans and specifications. He also stressed that As-Built drawings as required by the City' subdivision ordinance should he derived from actual surveys rather than Jusi Contractor's mark-ups. �k rIY� 1 I M1M8RAN011M WI .SEY& 11.1 \ 1 ... January 11 , 1979 file No. 3-20B9-0601-20 TO: FILE FROM: RODGER COUPE SUBJECT; MEETING NOTES MEETING WITH CI7Y Of RENTON, PUBLIC WORKS DEPARTMENT CONCERNING UTILITIES FOR EARLINGTON WOODS cc: Warren Gonnason Paul Berger /,Raft Olsen John OeHorn Lew Westcott Present: Warren C. Gonnason, Director of Public Works City of Renton Ronald L. Olson Utility Section, City cf Renton Rodger Coupe, Jr. Wilsey & Ham, Inc. Lew Westcott Wilsey & Ham, Inc. 6 Discussed method of storm drainage. There are two pos . ,-le routes which storm drainage can take. The first is `.0 construct on-site detention areas sufficient to mitigate the increased runoff caused by development of the property and to construct a storm drain outfall from the property across the Burlington Northern R.O.W. to the existing 69 inch storm drain in S.W. 7th Street. The second possible route is to construct a new open ditch from the site across the golf course to a direct tie in with the Black River, southwest of the site. After discussion it appeared that the cnncensus of opinion was that drainage law would allow construction of detention areas and tie in with the S.W. 7th Street storm drain. Wilsey & Ham will submit tentative plans showing this drainage concept. Sanitary sewer connections and capacity appear to present no problem. Discussed methods of providing water service to the site. In a master water plan report done by CH2M Hill for the City several alternatives were presented to pro- vide service to the West Hills Section. After some discussion it was agreed that Wilsey & Ham will submit tentative plans showing a w-ter connection to the existing 12 inch water line at the intersection of S.W. 7th Street and Lind Avenue S.W., a pump station within the project boundary and a tie in with the existing City water main at the intersection of Thomas Avenue S.W. and S. 134th Street. Wilsey & Ham will submit a system which meets the needs of this project. The City of Renton will , in the meantime, determine their needs as far as the totai water system is concerned. When these needs are determined, the City shall enter into discussions with CHG International to work nut a plan of cost sharing for any oversizing of facilities. w. table provides estimates of relative benefit from provision of each Portion of the pump stations construction. SUMARY The major conclusion of this brief study is that the pump rotation apacities shown in Figure 1 should be used for designieg the proposed Nest Ilill/Earlington pump station. As part of that design, :onsideration should be given to the use of a hydropneumatic tank to allow wide variations in system demand. A surge protection system should also be provided since pump station discharge pressures will be high during fire conditions. A simultaneous powt : failure could seriously damage the system without surge protection. Further, the pump station capacities shown should be c ompatiblo with the planned reservoir in the upper � pp portion of the West Hill area. A final cunclusi on is that the City will benefit from construction of the planned pump station and therefore the City should participate to some degree in funding the pump station construction. - This report has, at this point in pump station planning, satisfied necessary hydraulic considerations and recommended appropriate features for pump station operation. The next phase r.c pump stetton development should be the station design and negotiation of cost participation. All support data used for this and previous reports is available for City use in the next phases of this work. Thank you for the opportunity to provide engineering services to the City and if you have any comments or concerns regarding this report please - contact me at your earliest convenience. Sincerely, Richard H. Harbert y , F 4v w. i AI / [!,1 Table 5 .; Pump Station Component Estimate of Relative Benefit Developer of City of Earlingc.n Woods Renton cxl cx> --- — Normal Demand Pump Capacity 50 50 i �j Fire Demand Pump Capacity 57 73 Control Capabilities 67 33 Surge Protection 67 33 1 ' Building Piping 67 33 Structure 50 50 Hiscell.neous 50 50 i t NOTE: This table's estimate of benefits 4 been provided only for the purpose of initiating negotiations between the developer of Earlington Woo, and the City. i y:rt ,j;'k f -ZAINTALNING H.E. 418 �00 (30 pat) @ Node 31 r25O TDti :910 gpr N 4410 gpo 0 310 ft. TDH 340 ft. TDH 300 ax Day i. . L><•man.1 HYDRAULIC to ELEVATION (feet) Static H.E. @ Talbot Rea. _ 3000 , .i10 4000 4500 3000 PIMP STATION SUPPLY RATE (gp■) Figure i COMPUTED PUMP CAPACITIES rig e criteria. Therefore, it was further concluded that space should be provided in the pump Station to add a future pump ►o that the Pump Station could accommodate larger demands then anticipated, should that situation occur. PUMP STATION CAPACITY Figure 1 from a previous report (Reference 1) has been repeated j here since these curves should be used in sizing the planned pumps, 115 Further, the sane combinations of pump capacities stated there should be considered. The reader in referred to Reference 1 for a discussion Of suggested pumo combinations to consider. C=Put�T analyses used in Reference I have also been used as part s 41. of this report. Additional analyses performed here included consideration - of the hydraulic effects of adding a reservoir to the system. Results of analyses using a reservoir with an overflow elevation of 457 indicate 'F` that the proposed pump stations capacities should be compatible with the reservoir. Capacity of the reservoir should be determined after obtaining system cperstional data following construction of the pump station and development of Earlington Woods. As a result of the previous demand comparison, it is reccgnized that demands in the West Hills area could fluctuate substantially in the next ten years. In order to meet these normal demands while maintaining a high pump operating efficiency, it is recommended that the City consider use of a hydropneumatic tank at the proposed pump station. j; The tank would eliminate the need for variable speed pumps and could also easier in pressure surge suppression during surge conditions. Since the development of this pump station would be accomplished jointly by the City and the develop+r of Earlington Woods, the subject of cost and responsibility is addressed briefly here. The purpose of this discussion is to establish a starting point for negotiation of cost responsibilities. The basic premir« used here is that each entity should participate in costs based on the benefits derived. The fallowing TABLE 4 DEMAND DEVELOPMENT COMPARISON YEAR MAXIMUM DAY DEMAND MAXIMUM HOUR DEMAND INSTANTANEOUS DEMAND EQUIVALENT USING DSHS USING HISTORICAL USING DSHS US1NC HISTORICAL USING DSHS USING HISTORICAL RESIDENTIAL CRITERIA DATA CRITERIA DATA CRITERIA DATA ACCOUNTS (GP4i (GPM) ((;PM) (GPM) (GPM) (GPM) 1975 758 1978 842(luterpol3.ed) 468 119 674 134 674 145 1990 16" 937 233 1349 268 1349 290 i f E t ti 1 IP t TABLE 3 COMPARISON OF POPULATION, HOUSEHOLD UNITS 4 EQUIVALENT RESIDENTIAL ACCOUNTS FOR WEST HILWEARLINGTON AREA QVIVALENT RESIDENTIAL EQUIVALENT ACCLWS INCLUDING HOUSEHOLDS INCLUDING RESIDENTIAL IMMEDIATE PLANNED YEAR POPULATION HOUSEHOLDSI IMMEDIATE PLANNED ACCOUNTS DEVELOPMENT OF VE LOW Aa 1970 2750 1067 1974 7583 �.'. " 1975 2695 758 HISTORICAL PROJECTED Fattingtca No & 483 Lake View Teweae 90 .t' 1980 3202 1343 1640 1331 1985 3737 1038 1611 - 1990 4133 1799 :P95 1686 2000 4552 1970 2267 1264 1831 Maximum Capacicp4 4950 �Y 1 Appendix A-8, Reference 2 . :: 2 Tables 12, 11, 14, Reference 2 3 Appendix C-1, Reference 2 + '. 4 Appendix A-6, Reference 2 i b i `rY t[ a final assumption that there is very little leakage in the West Hill area. x. 1990 DEMANDS Table 3 is a projection of increased population and housing for the years 1980, 1990 and 2000. This projection is based on a comprehensive water system plant for the @erlington/Wes[ Hill area and nearby water districts. Using the projections for .. � r the iocresse in p�pulction, households and equivalent residential account$ listed is that plan's report, the 1990 projected number of equivalent residential accounts was interpolated. Due to time and budget limitations, no revisions or adjustment* were made to these figures other than to add the number of residences planned t in two large developments currently in the process of obtaining building permits; Earlingt�m Woods and Lakeview Towers. Using Seattle master meter Supply rates and DSHS criteria, a comparison of existing and projected 1990 demand rates is shown in Table 4. As can be ♦een,a substantial difference exists between the two demand rates. For the purposes of this report, it has been assumed that the demand rates per service will not continue at current levels but will increase. However, it is highly probable that the demand rates per service will not reach DSHS criteria since there presently appears to be very little lawn sprinkling and leakage in the West Hill system. Further, the two large developments previously mentioned are condominiums and, since each unit does not have a lawn, it would be difficult to have demand rates equivalent to a house with a lawn. Based on the above discussion, it was concluded that the demand rates for the existing system used ie he previous report and based on DSHS criteria shuuld not be adjusted. This conclusion would allow provision of substantially greater capacity than anticipated to be necessary based an past records and, yet, not completely meet DSHS 2 West Hills/Earlington and F.ing Co. Water District 14, 63, 69, 77. 86 Comprehensive Water System Plan, October, 1976, Herstad Associates TABLE WATER SUPPLY RECORD SUMMARY Acct. ♦ 1975117 Meter / 10I776 - Station 38 MA-K1M'P" AVERAGE - MIKIMIM MAXIMUM YEAR - MONTH DAY MUNTH DAY HOUR 15 MIN Total Total Total D8ys(100'sCF)(GP!f) Days (100'sCF) (GPM) Days000'sCF)(GPM) (CPM) - .974 365 80192 114 1975 32 7206 117 365 82385 118 30 5357 43 1976 33 7974 126 168 84138 119 31 5353 90 - 1977 35 8201 122 360 91287 132 10 6219 198 1978 35 R086 120 363 83242 119 32 4990 81 119 134 145 - t N � , oa Table 1 PROJECTED DEMANDS DEMAND COMPONENT PARAMMRS DEMAND RATE AND CONDITION (Rim) Earlinaton Wood@ worml demands Maaisam day, Average rate 483a services, $00 gallon per service per day 268 Instantaneous rate 483 services, Table 1-Ab 446 EArliaaton Wxdo fire demand; Columbisa 6 Rentbrook Attecl~, t 1, using 2 hour separation walls 2250 Manor House 3750 Hue Rill aortal deed, M"iaaa day, Average rate 1974 Seattle Metered records 383 Inetantaneous rate 688 services, Table 1-Ab 597 a. Earlington Woods Draft Envirarental Impact statement (Table Iv) December 1978. Wilsey 4 Haw, Inc. b. Design Standard@ for Public Water Supplies, October, 1977, Washington State Department of Social and Health Services. d The report previously referenced used the DSHS criteria as the basis for developing pump station capacities necessary to meet the existing West Hill area demands and the proposed Earlington Woods development demands. The intent of that report was to determine the pump station capacities needed to meet existing demands p.'us the proposed Earlington Wouds dev 'opment. The purpose of this report is to determine the capacity necessary to meet growth anticipated to occur by 1990 as well as existing West Hills demands and the planned Earlington Woods developnent. EXISTING DEMANDS Table I, used for the report previously referenced, is repeated s here. Norma: demands in this table were based on Washirgton State Department of Social and Health Services (DSH:) criteria for maximum day and instantaneous demand rate&. The number of customers for the existing West Hills and planned Ear:ington Woods development were multiplied by the appropriate demand criteria to obtain the demands shown in Table 1. t. Following the development of that table and report, • more detailed investigation of normal demands bas been accomplished. Seattle master meter records, not used previously, were used for comparison with DSHS criteria, since the master meter records were the only mean& of checking the criteria'■ validity in this case. Table 2 is a summary of the master meter recordings. As can be seen from a comparison of Tables 1 and 2, • major difference exists between DSHS criteria (which results in 388 gallons per minute maximum day demand) and actual supply records (119 gpm maximum day demand). This difference ran be explained by (assuming the Seattle master meter& are occur..:&): ° a lam of lawn watering , due primarily to the large extent of rock at the surface in most of the West Hill area. "ARIA ` the complementary assumption that ewer water used in the West Hill area is used inside residences. i 1 1r. Q �... �. Engineering August 5, 1979 S1014.0 CITY OF RENTON Water Department 200 Hill Avenue S. Renton, Washington 98055 Attention: Mr. Ron Olsen, Water System Engineer Subject: Report on computer analyses of the West Hill and �. Earlington area water system Dear Run: Computer analyses of the City's water system serving the West Hill and Earlington area have been performed to determine the supply capability necessary to meet projected 1990 demands. As you're s" ware, determination of this supply Capability was necessary in y order to select appropriate pumps for the pump station planned to supply these areas. Prior to stating results of these analyses and recommendations regardir pump station capacities, a docurots- tion of the demand development for existing and 1990 conditions is provided. This demand development is the basis for determining the pumps flow Late capability while the system pipeline& and topography dictate the pressure rise.(total dynamic hrsd) needed. Another report related to capacity development at this pump station has been prepated for the firm of Wilsey and Has, 1 Inc. ... ._ and this report is referenced here. The reader is encouraged to also read that report in order to obtain further background on development of the pump station capacities. t A report of Capacity Computations for the proposed 6arlington .:buds pump station, prepared fur Wilsey and Nam, Inc, by RH2 Lnµineering, #tpril, 1979 5901 . 1 tun Avenue N.E.,Krtkisnd,Washington 98033 Ofhce1206)8284469 A*$ (205)=3751 i Summary of Contents of Draft EIS THE PROPOSED PROJECT i The sponsor, C.H.G. INTERNATIONAL, proposes to develop an approximatel; run 46-acre site with multi-family residential and bus iness/coercial uses in the form of a P'anned Unit Development. The site is currently zoned R-2 (Residence Two Family), R-3 (Residence Multiple Family), and B-I /Busim -s Use). The eastern 10 acres will be planned for business/commercial use, ' and the western 36.3 acres will be developed in multi-family residential use. The project will include a total of 483 dwelliro units at a density of approximately 13.5 units per acre. There will be a total of 31 structures, varying in height from twenty to thirty-five feet. The project will include 21 acres of open space and landscaping. Paved street;, sidewalks and under- ground utilities will be provided. Site preparation is expected to begin upon City approval; cunstructien will occur in pinases over a period of two to three years. The spcnsor's main objective in the proposed development of this site is to provide additional multi-family housing for the area, and additional business/commercial development contiguous to existing like uses, both of which respond to a continually increasing demand for such uses in the area. SUMMARY OF ENVIRONMENTAL IMPACTS ELEMENTS OF THE PHYSICAL ENVIRONMENT Geology and Topography Minor topographic changes will occur, due ru gradinq and filling during construc- tion. Soils and Erosion Repositioning of soils will occur within the nrcject %,to, :rh;Ch will -esult in the displacemLr , J,J .arcovering of soils. !'rnstr,at`,. ac`-ivi*y will cause a short-term increase in erosion potent!, Air (to Cre k'ater There will be an increase in Imper0&js suro'ace, lots and roans which will replace s)ii and vegetatia . I1 A i Newspapers: Seattle Times Seattle Post Intelligencer Daily Journal of Commerce Renton Record Chronicle Pr'vate Organizations and Others: Seattle Audubon Society Greatar Renton Chamber of Commercp Valley General hospital Olympic Pipeline Company t s w s�. `r „VUM Recipients of the Draft EIS Federal: Environmental Protection Agency Department of Housing and Urban Development Department of Agriculture, Scil Conservation Service Community Services Administration Bonneville Power Administration State: Office of Program Planning and Fiscal Management Office of Community Development Department of Ecology Department of Fisheries Department of Game Department of Natural Resources Department of Highways, State Highway Commission V Departm.;• of Social and Health Services Coarnerce an.; "conomic Development Office of Public Archaeology * Institute for Environmental Studies Regional: Metro - Water Pollution Control Metro - Transit Puget Sound Air Pollution Control Aaency 9 Puget Sound Council of Gcvernments a Washington Environmental Council Seattle-King County Department of Public Health King County: 44 County Councilman - Mike Lowry (hold) Housing & Community Development Section Department of Budget and Program Planning ■ (Public Works) Cities: city of Kent ■ City of Tukwila City of Seattia Utilities/Services: ■ Renton School District Flo. 403 Seattle Water Department Puget Sound Power and Light ■ Washington Natural Gas Company Pacific Northwest Bell Libraries: ■ U of W Library, College of A & UP Branch Seattle Public Library Renton Public Library a (cuntinued) ■ LIST OF FIGURES Figure 1: Location ........ ................ ..... .......... . . .. . . .. .. . 000 Figure 2: Site Plan Figure 3: Site Sections a elevations ...... .. .. . .. ....... .. . . . ...... 000 Figure 4: Existing Conditions Summary .......... . . . ... . . .. .. . . .... . . . . 000 Figure 5: Noise Measurement Sites .. ............. . . .. .... .. .. ...... ... G00 Figure 6: 7oning ....... . . ......................... . ....... . ... .. ... .. 000 Figure7: Land Use .... ..... ................. ....... .... . ... ..... . .... 000 Figure 8: Census Tracts/AAM Districts ....... .. ....... . .. .. . ... .. ..... 000 Figure 9: 1978 A.D.T. 000 Figure 10: Residential Traffic Distribution 000 Figure 11: 1931 A.D.T. .. .. . ... .......... .............................. 000 Figure 12: Commercial Traffic Distribution ..... ........... ............ 000 Figure 15: Commercial Traffic Demand ...... ..... . . . . ... .............. . 000 Figure 14: Community Facilities .... ... ........ .. . ... ..... . ............ 000 ` LIS OF TABLES Table I: Residential Sector Concept .. . . . ....... ....... .. . . . . ... .. ... G00 Table II: Building Type Schedule ... .. .............. . .... . . . .. . . . .... . 000 dole III: Site Data .. . . ............... . . ........... .. .. . ... .. . . . .... . 000 'f Table IV: Site Population Estimates .. . . .. .... .. .... ...... . . . . ........ 000 Table V: Commercial Sector ..... .... .. .. . .. . . .. ... ..... . . . . .. .. . . .... 000 Table VI: Air Quality Summary .... ...... . .... ....................... 000 Table VII: Carbon Monoxide Emissior Factors for Various Vehicle Speeds ......................................... . ... 000 Table VIII: Noise Limitations ....... ...... ............. . .. .. .... . ...... 000 Table IX: Existing Noise Levels .............................. . .. .... 000 Table X: Predicted Ldn Noise Levels ........... .. ... ........ ........ . 000 Table XI: Population Characteristics and Trends ...... ..... . . .. ..... 000 Table XII: Population Growth Projections ...... . .. . .... . ... ... . . . . . . ... 000 Table XIII: Housing Characteristics .... ......... .. ................. .... 000 Table XIV: Housing Unit Projections ..... ... ............. .............. 000 Table XV: Vehicle Classification (Sunset Blvd. W.) ... . ..... . ....... .. 000 Table XVI: Vehicle Classification (Hardie Ave. S.W. ) .................. 000 s Table XVII: Daily Variation as a Percent of the Average Month ... . .. .. .. 000 Table XVIII: Monthly Variation as a Percent of the Average Month ........ 000 Table XIX: Hourly Variation as a Percent of Average Weekday Traffic ... 000 Table XX: Trip Generation by Dvelling Ur,it .............. . . . .. ... ..... 000 Table XXI:.Hourly Variation as a Percent of Average Daily Traffic (residential portion) 000 1 Recipients of the Draft EIS Federal: Environmental Protection Agency Department of Housing and Urban Development Department of Agriculture, Soil Conservation Service Community Services Administration Bonneville Power Administration State: Office of Program Planning and Fiscal Management Office of Community Development Department of Ecology Department of Fisheries Department of Game Department of Natural Resources Department of Highways, State Highway Commission Department of Social and Health Services Commerce and Economic Development „ Office of Public Archaeology Institute for Environmental Studies Regional: Metro - Water Pollution Control Metro - Transit Puget Sound Air Pollution Control Agency Puget Sound Council of Governments cx Washington Environmental Council Seattle-King County Department of Public Health King County: County Councilman - Mike Lowry (hold) Housing & Community Development Section Department of Budget and Program Planning ( (Public Works) Cities: City of Kent I City of Tukwila City of Seattle Utilities/Services: I Renton School District No. 403 Seattle Water Department Puget Sound Pov'er and Light Washington Natural Gas Company Pacific Northwest Bell Libraries: I U of W Library, College of A R UP Branch Seattle Public Library Renton Public Library (continued) i I e. i Table of Contents l —Introduction page 000............................. Table of Contents ... .. ..... ...................... ........ 1 ...... .....1 000 Recipients of the Document ...... ................................ . ..... 000 Summary of Contents of the Draft EIS: The Proposed Project ..... . ........... ......................... ...... 000 Environmental Impacts ....... . . .. . . . . . . . ... . . . . . ................ . .... 000 Alternatives Considered .. .... . .... . .. . . ... ... . . ................. .... 000 Mitigating Measures 000 Remaining Adverse Impacts ......"...... . . . .' Descr'ption of the Proposal ........................................... 000 fExisting Coraitior,, Environmental Impacts and Mitigation Elements of the Physical Environment: ` Geology and Topography .... ....... . ............... .... . .. ' Soils and Erosion ........ • • • • • ••-• 000 Air ......... . ............ . . .. .... . . 000 . ............ ....... ... 000 6a warp. . .... . f Vegetation . .. . ... ........ 000 000 Wildlife ...... . . .... . . . . . .. . . .. . . ... . . . .. .... ........... .... . .. ... 000 Noise 000 ....... . . .... . Light and Glare "•"""" "" " "' r Land Use ............... . .. . . ....... . . . ... .. .. . ... . . .... 000 Natural Resources 000000 Risk of Explosion or Hazardous Emissions ... . . . . Elements of the Human Environment: Population and Housing o00 Transportation and Circulation .. .00 Public Services ....... ... ....... . . . ... ...... . � �•.. .. . . . ... . . Energy "" 000 . . ... ........... .. ..... .. .. ... . ........ . Utilities ..... " " "" """ "'•" 000 Human Health 000 Aesthetics """ ' OOo Recreation . ..... ..... Cleo ' Archaeological/Historical .. 000 .................. ............. .. . . .... 000 The Relationship Between. local Short-term Uses of Man's Environment and Maintenance and Enhancement of Lonc term Productivity and Irreversible or Irretrievable Commitments of Resources....... .... 000 Alternatives to the Proposal ... ... 000 ...... ................... Unavoidable Adverse f Impacts .............. ........ ............. ... ..... .•T00 References ..................... ........... . .... ............ ...... . . . .. 000 List of Elements of the Environment ............. ............ . ... . . . ... 00o ' AP,)ondix: Residential and Business/Commercial Traffic ..... .. . . . .. .... ODD �r i Introduction I Owner: Milwaukee Land Company Action Sponsor: C.H.G. International One C.H.G. Plaza 200 South 333rd Street Federal Way, Washington 98003 (206) 927-8000 ' Proposed Action: The sponsor has requested approval by the City of Renton for a Master Plan Development of an approximately 46.3-acre site for multi-family res.dential ' and business/commercial uses in the form of a Planned Unit Development. • Pro ect Location: West of Hardie Ave. S.W. and East cf South 140th Street, between Sunset Boulevard West and the Burlington Northern Railroad R.O.W. in Renton, Washing- ton. ' Lead Agency: City of Renton Responsible Official: Gordon Y. Erickson, Planning Director ' Municipal Building 200 Mill Avenue South Renton, Washington 98055 ' (206) 235-2550 Planning Department Contact Person: David Clemens, Associate Planner (206) 235-2550 Authors & Principal Contributors/Location of Background Data: Environmental Analysis and Document Preparation: Wilsey & Ham, Inc. , 631 Strander Boulevard, Seattle, Washington 98188, (206) 575-1420 Licenses RP uired: ^Draft and Final EI' approvals, preliminary and final Master Plan approvals, street vacations, engineering plan/construction inspection approvals, water and sewer hookup permits, building permit, grading permit. Cost of Copies: Date of Issue of Draft: Return Comments to Responsible Official By: 1 DRAFT ENVIRONMENTAL IMPACT STATEMENT FOR EARL.INGTON WOODS PLANNED UNIT DEVELOPMENT 1 ' CITY OF RENTON • PLANNING DEPARTMENT I RENTON, WASHINGTON f Prepared for the Review and Comment of Citizens, ' Citizen Groups, and Governmental Agencies In Compliance With: f t 1 The State Environmental Policy Act of 1971 Chapter 43.21c, Revised Code of Washington ' SEPA Guidlines, Effective January 16, 1976 Chanter 197-10, Washington Administrative Code City of Renton Ordinance #3060 y DATE OF ISSUE OF CRAFT: DATE COMMENTS DUE: COST PER COPY: City of Renton Planning Department t f 1 01 0 / } Earli� Planned Unit Development DRAFT EIS CITY OF RENTON RFC t 2 to>a TABLE 3 DEMAND DEVELOPMENT COMPARISON YEAR MAXIMUM DAY DEMAND MAXIMUM HOUR DEMAND INSTANTANEOUS DEMAND EQL'IVALEN USING LSHS USING HISTORICAL USING DSHS USING HISTORICAL USING DSHS USING HISTORICAL RESIDENTIAL CRITERIA DATA CRITERIA DATA ACCOUNTS (GPM) (GPM) CRITERIA DATA (CPM1 (GPM) (GPM) (GPM) 1975 758 421 733 639 1978 842 468 119 814 134 697 145 1980 698 499 Projected 1V7 868 FJ3 155 1990 1113 618 Projected 157 1076 i71 887 192 2000 1264 702 119 1222 Projected 2Qi 993 218 1 Interpolated from Tables 12, 13, 14; West Hills/Earlington and Ring Co. Water District 14, 63, 69, 77, 88 Comprehensive Water System Plan, October, 1976, Rarstad Associates RH2 ENGINEERING 6/19/79 ,4 TABLE 2 COMPARISON OF POPULATION HOUSEHOLD UNITS 6 EQUIVALENT RESIDENTIAL ACCOUNTS FOR WEST HILL/EARLINGTON AREA EQUIVALENT YEAR POPULATION HOUSEHOLDS RESIDENTIAL I ACCOUNTS2 1970 2750 1067 1974 7583 1975 _,95 758 HISTORICAL Faalington tvaoda4 483 PROJECTED Lake View To"C%A 90 1980 3202 1343 11640) 1985 3737 1038 1990 4133 11198 2000 4552 1970 1264 Maximm Capacity 4950 1 Appendix A-8 Tables 12, 13, 14 3 Appendix C-1 VgJit [IS. m-ileey S Ham, Table 1V 5 Appendix A-6 r * - y X$_ TABLE 1 WATER SUPPLY RECORD SUMMARY Acct. 1975137 Meter + 102776 Station 38 MAXIMUM AVERAGE MINtMLM MAXIMUM MONN DAY M0;4TR DAY HOUR 15 MIN YEAR Total Total Total Days(100'sCF)(GFM) Days (100'sCF) (GPM) Days(I00'sCF)(GPM) (GPM) 1974 365 80192 114 1975 32 7206 117 365 82885 I18 30 5357 93 1976 33 7974 126 ?68 84138 119 31 5353 90 1977 35 8201 122 3K 91287 132 30 6219 ]OR 1978 35 8086 120 363 83242 119 32 t.990 81 119 134 145 A CITY OF RENTON Meetink A✓enda for •,r.ST HILLS/f Akl.lnr.t i> WATER SYSTEM DEMANDS 111CLT IUN °ur'Oo+e is to sire pnnp station for future demands as dell ON eadstinv' - ".'Wo de-;end emponents�. normal and fire 5tyrar;a vs, nu-storage operation If S J Large fitiurence between criteria and historical - Larn; watat•!ng ;.:,:,+ and normal suPPly pump sizing based on . watering 7; r c•� ar«a by developer of Earl ington Woods sr. r�. 11 area based on Lake View Towers or ,here a ft.e on August 8, 1978 (d - - 6:00 pm III' _roar 7,�q 1978 Q B - 10:00 am? , R112 ENCINEFRINC 6/19/79 F 1S i x Existing Conditions, Environmental Impacts zind Mitigation a Elements of the Physical Environment ! GEOLOGY AND TOPOGRAPHY ! Existing Conditicos The project site predominantly slopes from a high point in the northwesterly Port cr of the nroperty to the southeasterly business/commercial park oor- 1 tion of the site. Steep slopes occ-ir primarily on the wastern end of the property. Where steep slopes do occur, special consideration has been given to their use or they have been designated open space through the rezone action and the development plan. ' The interior of the site is fairly level 'witn the central hall' of the site sloping slightly (3%) to the south. The western ' of the site slopes steep- ly to the south at approximately 180 to 23 percent, and the eastern sa is rearly flat. There is a total 16.2 acres with a slope greater then lOX. w The topography of the site is showy. on Figure 4, Existing Conditions S„ ; ' mary. No unusual topographic features exist on the site. With the eyception of the eastern portion and ex:remc 'western corner of the site, bedrock is exposed or appears to lie near the surface. The bed- rock is of Eocene age and has most recently been mapped as the Puget Group 1 (Renton Formation) by Waldron (1962), who described the uni as being ccat- posed of "arkosic sandstones and shales" with "marginally economical coal ' beds." After depositi• - the rock strata were deformed during the Tertiary period (dipping up to : v degrees has been noted), and at least one fault has been mapped extending from the north to the northern limits of the site, Mullineaux (undated) and 'Waldron (1962), as shown in Figure 4. No indices tion of recent movement along this ault is evident. Following the Tertiary period, the rock strata were reatirered and eroded. The softer materials such as shale and coal wen the most suscei tibb^ is erosion, thereby forming the early drainage systems. During the Pleistocene epoch, the area was subjected tc periods o; glac . tion, originating in British Columbia, with ice thicknesses 'n the order of 3,500 feet. The bedrock was scoured by glacial erosion and glacial do- bris was Jepesited Oroughout the lowland areas. Thin r,antles of glacial debris may be present at the site, althcugh there are no indicatinns of such. J^ and Interstate ''95. The proposed residential density is sutsta^tially below the maximum indicated by the plan designation. The Ciq of Renton Zoning Code The site was rezoned from General Classification District (GS-1), Residence Single Family District (R-1), and Suburban Residence District (S-1) to Busi- ness District (B-1), Residence District (R-3) and Residence District (R-2) by Ordinance P3233, adopted on July 29, 1978. The proposal is consistent with this zoning which i, shown in thz LAND USE section on Figure _. The total development will comply with the requirements of the Planned Unit Develop- ment Ordinance. Other Plans and Policies The site is not within a fiood hazard or shoreline management zone. fY' r� C S�. A� `w hy� sd R Y YY� w 1 1 1 ' FIGURE 3 1 SITE SECTIONS AND ELEVATIONS ' (to be submitted at a later late) a A71- 1 a _ N+ the existing platted streets within the site. All utilities will oe under- ground with street and parking area lighting provided on decorative poles. Building exterior will be largely stained wood siding with shingled, sloping roofs. Typical building elevations are shown or. Figure 3. Building sites, parking areas and the site periphery will be extensively land- scaped and over half of the residential site will be left in a natural condi- tion or landscaped as common open space. Recreation facilities will be pro- vided. Table V indicates a preliminary concept for development of business/ceamer- cial uses ,n Parcel A, adjacent to the existing Renton Shopping Center. The actual mix of retail, office and other commercial uses may change as plans are completed for this 10-acre site, but the uses and areas established for purposes of this analysis approximate a "worst case" situation regarding `-af- fic, site coverage and other issues. TABLE V COMMERCIAL SECTOR PARCEL A (Preliminary Conch BU1LoINGS PERKING AREA IN Type Stories Sq. Feet STALLS ACRES gg,, Supermar'.,et 1 30,000 150 2.07 Retail Shop . 1 65,000 325 4.43 Professional Office 2 15,000 75 0.92 Medical Office 2 20,000 100 1.22 Arterial Street - - - 1.24 TOTAL: 130,000 650 9.92 EXISTING PLANS AND REGULATIONS The City of Renton Comprehensive Plan The proposed Planned Unit Development 1 es within an area designated on the Comprehensive Plan Map for high-density multi-family residential use we^t of Maple Avenue S.W., and commercial use east of Maple Avenue S.W. It is accessed by Sunset Boulevard West, a major arterial, and Hardie Avenue S.W.. Both arterials connect to nearby employment centers in Renter and to SR 167 4 r R Table II descrioes the builuings as shown on figure 2, Table III shows site area break±o%ns and Table IV gives the estimated population for the site. TABLE II BUILDING TYPE SCHEDULE ' Code Type Stories Units/Bldq. A-2 "Manor House" 1 112 16 A-3 "Manor House" 2 112 24 a-2 "Kentbrook" 1 1/2 10 0-3 "Kentbrook" 2 112 15 C-3 "Eairwood" 2 112 12 TABLE III 3 i TOTAL RESIDENTIAL SITE AREA: 36.4 Acres BUILDING AND PARKING GARAGE: 15.3 Acres LANDSCAPING AND OPEN SPACE: 21.2 Acres TOTAL RESIDENTIAL PARKING STALLS (2 per unit): 966 TABLE IV SITE POPULATION ESTIMATES UNIT TYPE: Studio 1-BR 2-BR 3-BR TOTAL Number 48 130 237 68 483 POPULATION: Persons per Unit 1.2 1.8 2 6 3.2. 2.33 Site Population 58 234 616 218 1126 Public Sc`.col Students: Students per Unit 0.0 0.1 0.4 0.6 0.34 Y Students 0 _13 95 54 -- 162 Public streets, built to city arterial standards, will connect from Sunset Boulevard at Stevens to Hardie Avenue S.W. and bisect the central portion K• of the site with a large turn-around to the west. Access will be provided to all adjacent residential proper!ies affected by the proposed vacation of .fir.. -. . ...... -.. . .a- ....� . .s .. ... TABLE i RESIDENTIAL SECTOR CONCEPT PARCEL B: R-2 Zone BUILDINGS UNITS AREA IN UNITS/ Type No. Studio 1-BR 2-BR 3-BR Total ACRES ACRE A-2 2 - 10 16 6 32 B-2 8 22 20 38 - 80 TOTAL 10 — 22 30 54 6 112 10.6 10.6 PARCEL 8: R-3 Zone BUILDINGS UNITS AREA IN UNITS/ l Type N0. Studio_1-Bk 2-BR 3=ER Total ACRES ACRE A-3 9 62 108 46 216 B-2 2 6 4 10 - 20 B-3 5 20 18 37 - 75 TOTAL 16 I 26 84 155 46 _ 311 12.2 25.5 PARCEL B: TOTAL BUILDINGS UNITS � I AREA IN UNITS/ Type No. Studio 1-BR 2-BR 3-BR Total 71 ACRES ACRE ALL 26 48 114 209 52 423 22.8 14.7 PARCEL C: Total R-2 Zone BUILDINGS UNITS_ AREA IN UNITS/ Type No. Studio 1-BR MR 34__ Total ACRES ACRE C-3 5 - 16 28 16 60 13.1 4.6 RESIDENTIAL TOTAL BUILDINGS UNITS _ AREA IN UNITS/ Type No. Studs---'o I—BR --2-BR —BR Total ACRES ACRE ALL 31 48 130 237 68 483 35.9 13.5 1 y� 0,01 Site Plan Earfingtonfto&o Fiyure 2. Planned Unit Development a 1 t' ) w --- 1' f • �� � • Y .■ � i iilli �~ `T • � i 1pil1 , , C + • UNGTVN r t-• � �IOIU��'� icy.' i��p�>��i/�`�il� ,�_ I� � ��i �� � O1 �� ,/� ram• ` ' �f-�/IIM�� il� 1 I� - � .•. 1 I j Description of the Proposal NAME OF PROPOSAL AND SPONSOR The proposal is fo- FARLINGTON WOODS, a Planned Unit Development mixture of medium density mu.ti-family housing, business/commercial and open space/recrea- tion uses. The sponsor is C.H.G. INTERNATIONAL of Federal Way, Washington. LOCATION IThe site, located in western Renton, Washington, contains approximat 'y 46.3 acres west of Hardie Avenue S.W. and east of South 140th Street, be- tween Sunset Boulevard West and the Burlington Northern Railroad R.O.W. The site is located in the southwest quarter of Section 18, Township 23 N., Range 5 E., and the southeast ouarter of Section 13, Township 23 N., Range 4 E., in King County Washington. Figure 1 shows the site in a region- al context. ' AGENCY FILE NUMBERS CONSTRUCTION SCHEDULE Site preparation and improvements would begin upon approval of the Planned Unit Development. Construction is scheduled to commence in the spring of 1979, with projected occupancy of the first phase residential units by Fall, ' 1979, and the balance within two to three years. No development schedule A is set for the business/commercial portion. i PHYSICAL AND ENGINEERING ASPECTS The Planned Unit Development site plan is illustrated in Figure 2. The residential portion on Parcels B and C, consists of 31 two and three story buildings containing 483 dwelling units of various sizes at an average den- sity of 13.5 units per acre. A detailed breakdown of building types, heights, and number of units of each size is shown in Table I. Construction would begin with the type "A" buildings as shown on Figure 2. Types "B" and "C" would follow with the western portion of the development built last. 1 a J a r jProvision of on-site recreation. REt+AJ%ING ADVERSE IMPACTS Increase in stormwater runoff volume; Removal of some natural vegetation and habitat; Increased noise and local air pollution; Increased traffic volumes; y Loss of open space. r` 7 K N `S Aesthetics The proposal will improve the visual character of the area and remove uncon- trolled dumping and the unkempt nature of the site in its present state. No significant views will be blocked, and the proposal is compatible with surrounding uses. Recre ,ion No existing retreat in will be adversely affected. Archaeological/Historical No resources exisL on the site. +a SUMMARY OF ALTERNA-IVES No Action Disapproval of the Master Plan would delay or preclude development of the site and its associated impacts. Less Intensive Development The site could be developed at a less intensive use such as single family housing. This would utilize the site below its economic potential and would direct the p,oposed uses (multi-family and commercial) to other sites in the area. Similar, thuugh less intensive, impacts would occur as a result of implementing this alternative. More intensive Development More intensive development than the proposal would require rezoning of the parcels, would require more . insive traffic improvements, and may not o, �,onomically feasible due to location and demand. Develo, -nt at �n Alternative Sit-- The spons, does not own or control other sites in the area that would be economicall; `easible for the proposed uses. SUMMARY OF MITIGAT. 1 VEASUPES Detention of stormw er; Retention of open spa Throrough investigatioi 11 prrted mine tunnols: Intersection improvement charnelization ,;id signalization; _ ,.d _ dwm + ..._____-�,,.— v_.- -_.�.....� ,.,... . :•i'ar�•�ti�ri�i.w.r�.ti�r,i IRisk oL.UEset or Hazardous Emission There will be a slight, temporary risk of explosion or hazardous emissijn d-firing the construction phases of development. A small risk also exis':s as a result of the proximity of the rail operations, but no more so than 1 with any development occuring adjacent to a railroad. Stringent fede•al safety and packing regulations re]uce this risk to a minimum. 1 ELEMENTS OF THE HUMAN ENVIRONMENT Population Local population will increase by approximately 1,100 persons by project completion. • Housing Four Hundred Eighty-three multiple family residential units will be added to the City of Renton's housing stock, to help supply the continuing demand for housino in this area. Transportation/Circulation y The proposed development will cause an inc :ase in local traffic volume. ! This will be partially mitigated by signalization and channelization impre.a- ments, partially funded by the increased tax base a° a result of the project. Public Services There will he an increase in the public services requirec as a result o' the proposed development. Demand would be incremental and can be served by existing facilities. Energy There will be a long-term energy commitment for heating, cooking, and the ,,o'•mal living activities. There will be a savings in automobile energy for persons working in the Renton area. Utilities Adequate capacity and supply exists in the site vicinity. No new systems are required. Health No adverse conditions will be created. • sh1W&Jtll'Pr%6i*''-' i�.ws�fuis�:-'I'lint+irb"1`19iF1M t lsltlwlbl lt.rYlfl�.Y7^ proper and increase the quantity of unoff. .ncreased human and vehicular activity will add small quantities of pollut-nts ,r runoff water, having a slight effect on water quality. Detention Pon, All be provided to mitigate surface impurities through settlement and detain runoff such that it does not exceed that which presently occurs. ' egetation 4reas of grass, blackberry, scotch broom, Alder and maple trees will be educed as the site is developed. These will be replaced with ornamentals nd lawns, while uti'izinn the remaining natural flora to its best advantage 'ithin the PUD. Removal of habitat of scotch broom, blackberries, grasses, maple and alder ill cause a slight reduction in species diversity and in numbers of some4. resident species. The retention of a substantial open space area adjacent " <" "rc to an existing pond o., the far western edge of the property should mitigate Tome of thasc 4np9c•,-. „� �• se k (to be completed) ,n lght and Glare "he proposed development will add several sources of light for exterior : safety and interior lighting. Visibility of additional lighting sources, :�Tthough kept to a minimum, may include some single family homes on the lope north of the site. .and Use `his vacant and overgrown site will be converted to a Planned, landscaped 'esidential and commercial development, cnrvitting it for the foreseeable ,. .uture. The proposal is consistent :-it' the roe+ ,"nsive p'an snd existing 'oning. %atueal Resource; 'iermal amounts of nun-renewable construction no, nd energy resources .R • ! eatirr„ ligirting, co(king, etc.) will he u^ed. c is ARLINGTON WOODS , �,��� ,�...? +�� "�,,'�,,, �►-534 SUNPOINTE (E ) I q � O m n C P P I J O a . 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ODD DUO AAMAAAAMAAAAA TTT ' DOD DOD AM MA TTT ODD ODD AM AAA TTT DOD DOD AAA MA TIT _... .. _ _— ...... _ ..,._. ___.._..... DDUDDOOD000 AM AAA TTT - _ - DODDODO06DOD AAA AAA TTT ODDDODDODOOD AAA " AAA TTT Itunnfo' .n LWOW "'- ♦DIAAIA V... If HAADFAT n2A: 7761 Job-"Dw2 D.a 132 Dot. 1]-F.b-00 21 72 06 Monitor Lost! 601A 124 'Job"02/03 dDTAA T. Ilg9.St s...t.d 1]-F.J-B9 21.74 7f Ftl. D9wA• DYH2. DAtf771.7761 CI.Atad 12-FIS-00 21 72 00 !101i P+tnbd q--0.b BO 21 77 07 DWUF 9Y1la A.♦ /Pl11NT AAPOw /Pti.f FOOT /COMICS. I /9PACINO I /LIMIT 190 /FOAMG N09MAL r • ���15�T .1�J �ooE DIaL.a.c,r� w� 4cwEt VL twit 01010' two. 141 ^��ItP�il♦�INR.■ Nw . .Tt �.. .... TWO rw••,•. \ 1 •• ass /80 xes ��xari rx e 1100 xe7za+ 288 x71 \ rr Otto ,__. ,,.�,�,,_;ro '4J J mo w _ 11 ,�� CM ASSOCIATES September 5, 1980 1 City of Renton Mr. Ron Olsen, Engineering Dept. Municipal Building 200 Mill Avenue South Renton, WA 98055 RE: Earlington Woods Condominium Project i Dear Mr. Olsen We respectfully request that a "latecomers" agreement be initiated in regards to the offsite improvements that we will be providing as a result of our project. Since we are in many cases extending well beyond our site proper with these improvements, we feel it is only fair to be reimbursed when someone else, then developing their property, connects to the system we have installed. This is not at all an uncommon practice and is fair to all parties involved. We are required to size all of the systems to allow for the additional connections and not just serve our site. 4P would very much appreciate your he'p in this matter and look forward to ontinued positive communication with all of the City of Renton departments and personnel. Sincerely CF/CHG ASSOCIATES, A Joint Venture CHG INTERNATIONAL. INC., General Partner Randall Potter Director, Planning b Design R.P:jo A K)fNT VENTURE (H (CAIHCIM FAfRV1EW WASHINGTO N 6 01C, INrFRNATK)NAI IN(. fit. (JN( CHG PLAZA fffXRAI WAY, W'ASHIN(:iTC)N RaDGI )0(,-81&.1fx) 106.927-9()tA'( ASSOCIATES September 5, 1980 City of Renton Mr. Ron Olsen, Engineering Dept. 11 Municipal Building 200 Mill Avenue South Renton, WA 98055 RE: Earlington Woods Condominium Project Dear Mr. Olsen We respectfully request that a "latecomers" agreement be initiated in regards to the offsite improvements that we will be providing as a result of our project. Since we are in many cases extending well beyond our site proper with these improvements, we feel it is only fair to be reimbursed when someone else, then developing their property, connects to the system we have installed. This is not at all an uncommon practice and is fair to all parties involved. We are required to size all of the systems to allow for the additional connections and not just serve our site. We would very much appreciate your help in this matter and look forward to continued positive communication with all of the City of Renton departments and personnel. � J Sincerely tt CF/CHG ASSOCIATES, A Joint Venture C N� C{yHHGGG IIN-TEEtR,N`AATTIIOtN��AL��, INC.., General Partner 1 Randall Potter Director, Planning 8 Design RP:jo t, A "NiT VFNTi RF (V rAt)tt AF' FAI"W WASHINF'.TFIN A CHt; INtF.RNATW'N41 INf r —►MITILDIES COMlJTt:E REPORT October 27, 1980 It.A I. Letter from Mary Moore regardlnK Money Creek and Kennydair Interceptors. No "' tioo required at this time. It Is recommended that tin mutter be referred to the Administration to discuss what appropriate, in connection with budpeting and pro Ft.,-nminp for these facllItles, after the cumplett,,o of tb- Water and Sewer Rate Study. It"s 1. 1'1u follow"" •equusts for Latecomer's Agreements have bt, t prrsenteu to the committee: a. William Tsao b. Enrlington Woods C. Andrew Deak/Talbot Road Properties d John Stone Mini Warehouse Water Main ' It 1n recommended that these requests be referred to the Administration for report back to the Committee when the wort has been completed and accepted by the CL:y and the unit prices eatabllshed for the agreement. At that time the Comlttee will review the proposed agreement, making An approprlalt. determination and recommendation to the C II . Caonrll. Charles Shane, Chalrmso Richard Strodickt ""— Robert llugh1—'-"'"— --- lt SPEED LETTER TO: DATE: PROJECT: SUKECT: — — —» S aned - 1 NILSE i & J. AXI i\c. �_ r�rwv.v nre asn Ceniml Park liulldir4 �— -- -- r,au7,.,%a,m,r�.. F") 11'21h Are. X.E. C.,nn :W=7 lielle�ire,ll',1 9tNN4 1annrw ersaNwe Telcuta,ce 1'+UNi145i-:r:Jfrl `lovember 18, 1980 File No. 3-2089-0902-2R Mr. Dick Houghton City Engineer City of Renton Renton Municipal Building 200 Mill Avenue South Renton, vlashington 98055 RE' EARLINGTOH WOODS - WATER SYSTEM Jear Dick: The enclosures depict portions of two computer runs conducted on the City's system to justify selection of the pipe sizes. The flow rates utilized were defined as 5619 gpm maximum for 2 sided exposure by the City's fire marshal. The fire flows used were 5619 gpm minus 500 gpm for removing the shake roofs from all the buildings for a total ilow of 5119 gpm. The domestic use rate used in previous reports added 235 gpm to the fire flow making a total of 5354. For simplicity 5400 gpm was provided through 3 hydrants at 1800 gpm each. This in- cluded fire flow anC domestic use. We therefore, state that based on the conservative conditions imposed by our consultant, the pipe sizes are more than adequate to provide fire flow and domestic use for Earlington Woods. Very truly yours, 1 WILSEY b HAM, INC.. f. p Walter L. Cairns, PE, CE, ME Project Manager 0012215 WL C/13 r Enclosure ;t. cc: PAndy Potter ML. C.H.G. international rrgl„t.rlryt. y4nnlry('+wntWM/.nsin•nmeN+J an,,.h nh/Ix ral«,v�r rlr4lq,r b._ eMkex 6ecatuf ln: fielletveN'aahlnqum •'1'ueNmw lPu.hlrypr,n• I'r,nlarxS,lereNrm•irr.,teri'lly,<'uliGxnlN {�r I I i I V(a108M 'a CV fiO 1'1�00 n O'gp O(S ng DI�+04Pd y♦f'dpl'p8 ro N..n m110n ..1•In-..a" ' OS O 5<ef'Y 1'lVnV OGW_ m NI'1 nI n2 4Wmnn I � 000000'YiOJ00 I ^�n6m Wmnn t I I,.' 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Fite No. 3-h89-0902-28 F Mr. Dick Houghton City Engineer City of Renton ,f Renton Municipal Building 200 MiII Aver, South Renton, Wash ;ton 98055 v RE: EARLINGTON WOODS - WATER SYSTEM Dear Dick: The enclosures depict portions of two computer runs conducted on the City's system to justify selection of the pipe sizes. The flow rates utilized were defined as 5619 gpm maximum for 2 sided exposure by the City's marshal. ws buildings for aitotalUflowm of 5119 gpm. The domestic use rate used in previous reports added 235 gpm to the fire flow making a total of 5354, 'or simplicity 5400 gpm was provided through 3 hydrants at 1800 gpm each. This in- cluded fire flow and domestic use, We therefore, state that based on the conservative conditions imposed by our consultant, the pipe sizes ere more than adequate to provide fire flow and r10nrestic use for Earlington Woods. Very truly yours, WILSEY d HAM, INC. Walter L. 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VPYpWNrOaOVPYLWNrOdOVPYAW OdOVPu�WgwO��VPY�W o amvlu� � 1 v U P U P N U U V V N ID g V V P t J p N r p:•1 w W W W W W 0 W V W W W W W a p N N N p J r N N Nr r.r r r rlr�r r V IDPIDYApN� OdUdPgPaWUPUNLrOaPOVPOaQONOatVVl041Gr OYa V{I�Y V N Y V U U y�•w p p p a p A p p p p p W W W W W W W W W W W W N N N N N N N N U N N N N N�'r r-r r r'r r 0 S V U V P W N r O d a V P ID G N A W W N r r d 0 a V V P N N W A W r ID N d m V P G A r W N r r O 0 i G.Y A P y N r a 0 1 r Q dNPPOVVNrVIJ NNNq .......... .P G'9WWWP DOOOr ,� 'err`IDNNrdNOVV VVPWWWArNPdIDVaPUWp NpUPVVJrr OgOOIDV mp 0 V ID g N p O O V V O O P W N V r r A V d q V A N A N:I O N N m Nm ppW Wqq N P ppO P P 4 p O ppO.Ppp pO p N p O ppW d O O ppP P mum000mpPp ppWmm pPp pWp64�ur0CaWLfp.1�PPIW.,00LWYNUO.GV.G OOQSPOWYV0000000 OOXOO pNWNNpOA00AVOOVVPaVWWIDpPagrrdPPWaNPP V WaNOVWNOpNVOOPIDWlip BOoN4GrVPm♦-Y 00p00000O-0-O;Oo-�000OV0OdNS0�6�0b050 0X0r 0 20S g0.�2OS I g000.o0 200S 800 0-01OOOO PNmV W ;4- mVOY-rw 2VA'OO O0000000000000000000.0000000000000000400000 M 00000000000000000 XE Q0 88800 q s p80080800o88888 o$0 8000s800 VOOJ°o 000000000000000d0000'00000000000000000pa00ooto 0 oe oacp oo0oa ooa0000 00 , oo ofpo o1o, 0 000000000�000�00 0000�0 p8 ssa § s8sssss8008S SSOMssss800888Ho 0000-rpq,OONW000Wl.�N 0000O00r:0-100- --- OY0600000000OOO p0000�r0�wNWaOVN{r{JJCONVnJOP1UpN.pp 00 AaN.-V•JWPN�W�-PP IDC VVVVpd�pCJOy yN000�OdL1JID2 Li+P�PSd,ANVVPP.Vi.V-@00VYPANp <PV�Y a"_''�:m8vav:P°:.v�emNa WNNVUVmONV p y000O�0�0 O.�p _pPUPN0pp0p00000yyW�1�NY♦OO 0000U pp NppOCOOCCDOCC CCOOo C�COOr O mP O.P tNiNJP10YLdAu.L�O POO�a Mom. i O"&i Y 0 0�W-W,pNaldtu V.J WN SpOOJS OONOSwAWV I . �j�W.O I , 1 I 1 290 0.00 40 00 328 -374 5 24/ ___0.00 19 00 -24 335 352 p t '�" "-�` `0 00 17 DO -375 336 758 -345 .��__..__O.0_ ._.1e..00 _ .. -331 -3509._360" 00 5 00 360 `t 257 0 00 15. 00 340 -342 258 . __.__.. 0.00 15.00 _.-..341 342 343 -__ 259 0.00 15 00 24 349__? 260 O.00 l-. 12 00-__. 25- -344 -347 i' 261 0,00 11 00 -337 -343 262 __Cf.0d _. f I.00 339 348 -056 263 0.00 20.00 -344 -349 -350 { .I. 261- .. _ _. 0.00.- _.._ ._�.� _346 -348 350 s e 265 0.00 _ 19.00 -376 26 �0.00 20 00-- 35 -]55 267 0. 00 20.00__ _ 3-3 53 -36 5 1 _. „....�._._ 269 - 0 00 20 00 -361 3E2 ]6] 269 0.00 20 00 -363 364 1- 270 O.00 20.00 - -3 -3E2_- 271 0.00 20 00 _ -364 -365 272 '._.__...0,00 .. _16500 -377 273 0.DO 0 00 -100 101 � 274 ....__.. 0.00 28.00 -390 391 392 275 0 00 20. 00 -389 390 276 33 56 30.00 -380 384 309 277 33 50 32.00 _ _ -379_380 381 _.-.. 278 .33. 50 -. 59 00. _381 382 287 i 279 33 50 59.00 -302 383 __.._ 280 33 50 62.00 -383 -384 ...398 281 33. 50 62 00 -385 386 393 -394 282 33. 50 62.00 367 395 283 30. 50 62.00 -307 �08 284 1600 00._ ._.62..00___._393.__ ______.. ..__ 285 1600.00 62.00 -386 394 396 286 0,00 62.00 _ -393 -396 397_..... 287 1600.00 62,00 -397 1 -C THIS SVSIEM HAS 397 PIP 'S WIT14-287,UNCTIONS T '100-LOOPS AND - 3-FIYED-_0RADC NODES` `-"- "--'-'-----`-`�-�-`- 1 THESE APE THE RESULTS FOR THE OR IDINAL DATA 0 FIRE AT NODE NUMBER' 201.EENAROVA I IN, NO INTERTIES.TALBOT PS01500-GPM -- '- ' ----i- TALBOT RES 3' ➢D.TALBOT PS OFF.4EL.LS /,2,3 ON, HH 2 ON, MT O :: ON.AV CLOSED DATE 10/15/60 BY R H 14ARDEPT FOR HILSEV AND HAM,INC. OTHE FO.LOHINO RESULTS ARE OBTAINED AFTER 6 TRIALS 0 PIPE NO. - NODE NUMBERS- FLOWRATE HEAD LOSS--PUMPHEAD MINOR LOBS -VELOC ITV - HIJIOOfS- --`--- 1 4 270 10. 300 0 002 0.000 0 000 0. 029 0.000 2 3 2 10 300 0 006 0 000 0 006 0 029 0 000 ---'-- 3 4 3 20 600 0 002 0 000 0 000 0 058 0.002 --------'' 4 5 254 301 996 0 224 0 000 0 000 0 U57 6 320 5 6 5 717 795 0 124 0 ODD O 000 0 733 0. 124 -"'--'--' -'6 7 6 _ 1155 000 0. 031 "'- 0. 000 - - 0 000 ---- _.-f 044 -1-039-"--- ---' 7 8 7 1166. 100 0 026 0 ODD 0.000 0.U27 0. 130 eNNNNNAIN NA:N4Nr.••NNNNNNNNNNNNNNRINNNNNNNNNNA+NNNNNN i P1ApphPlAWWWWUWWUW NNNNNNNNNNr..rrr..rrrr0000000 y �Qj qO rwrrr.. 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IPO� Pa+Pp U:YYYVpYYAp pA L:p Wa OAWwWAWWWWWWA _ �AA W'�VYPYPruN0dp A8ar�P,O�dRV NVPYpW NP rr N�p,mYV WAPO( AIN�QrOaA p p 5 8 8 000, 000 V 0ui p OOOOOOOOOOOOOOO000000J000 0qq0y0008pp0- 0p fJ$.1 8001p.�1yu0,Q0G.0y¢(0.Qp0♦rgL� p8{x�Fp Q O O,O O Dn O O O p O O O O O O p p p O O O O O O O:O O O O O 0.6 00 O q O�O p0 O O mPA Ar yR pAIYN NNNN ANNNpp pp p'p PPP`00!P IP mC Pl 00000000000000000001�00y0y000000000000D0C OOp0000Q00'01000gOd00 n :n n 1 T i y004N00"e000OOOC 0000 O'N�".Pn0j.rappp WaYYaYV YNNNNNUNNy NN APW�J 4414NU4 P aaaP dEaadAdaddad daard�ln. a�Ap AaP r.-prNNr..-r n 2 rrrr p r r,..-rr I 00000 oo g000cP oco DDOd,00 � oL 0000 000 OOOO�g0000O.00000000�001 O0000000 8080 00008880088888888 8 8d88888E88&881888888'8088j8 '8$888888$81 ( i r . i I : ,y..� ItlCY �V�.it i Ti'•'�..,t r..t��. A ��rA'n o�J �fesl 5 r� �.:P^1 1 c� 1'r. 525�cn� 525G C. ap 34 l•o" m" P3J`Jn�ydY QJM'. �ZS GarA'' 1Co sjQfl ��"" (. 'Sty 1450 -1 Rem r I11O Car, tireE j. illD SZ�� 4'S Iloo �04 �4 39.�1� Itsco 414.s3 35.I5e i5aa 44.1,-'tl 3o.g4 ' II II coo t 29tr.:^! 13.14 +loa ���tA lto�o ppr.� p 1'Sco P.w�+i 'r 0 0 '6.sr.. 40, u.0 338.03 sttr.tt A.&.gl 32.55 '505. 47 2E1.4'Z lg�'l yrrt5 � ``'� � $t.35 � Gy"157 Zfa.iJ!1 4(J 3 -cool- 27 �C1 Iuf a GQ LC,[� LA-r;0�15 �"otc by R G'o�eZ- Aub 'L7 1471� } for OCT Su L r✓ING DEPP� � s -- M Mr. Ronald Olseni�. October 11, 1979 Page Two designed to be "wet" ponds. These ponds will also function as recreational/ � duck ponds. Outlet structures will be sized as to not increase the rate of storm water flow from to prope,ty as it 'ow exists. If you have any questions concerning these calculations please contact this office. u r x_ Sincerely, WILSEY & HAM, INC. Rodger pe, Jr. , E. Senior ociate . t RC/ljr D .,{ dB¢. ;:sgxn HA�1 roc. Centaal Park Building 1981 112th Ace. NE. r.,u Fnr N..h. 1k11ecLC.\tA 9WX)4 E.,r., 30,1~7 Tei<g1„ne toue,lus+-swv� � OF �� �•�•�•�x.v.xe �� r( P 1 �✓j ., October 11, 1979 ( OCT y0 2915 ' File No. 3-2089-0901-27 + 1 P Mr. Ronald Olsen yTo DEF City of Renton Department of Fuolic Works Municipal Building 200 Mill Avenue South Renton, Washington 96055 RE: EARLINGTON WOODS Dear Mr. Olsen: We are submitting preliminary plans for Ecrlington Woods for yc r review and comment. Along with these ;fans we have included two sets of pump calcula- tions, two sets of hydrology calculatio^,, and one copy of the report done by RH2 Enginee^ng which analyzes the water system requirements. 'ump station has been designed under the philosophy that: o One 60 H.P. pump will be connected to a variable frequency controller. This pump will operate at variable speeds depending upon the demand (up 9 !: 525 gpm), it o When the demand goes above 525 gpm the second 60 H.P. pvrap is started amass the line and the first pump adjusts its speed to supply the required demand (up to 1050 gpm). o Under fire flow conditions in the lower zone (2910 gpm at 310' TDH), both 60 H. P. pumps and one 250 H.P. pump are pumping at full speed. o Under fire flow conditions in the upper zone (4410 gpm at 340' TDH) all four v pumps are pumping at full speed. E o Standhi or emergency service is provided throuqh the existing connection to the City of Seattle trrnsmission main. In addressing the subject of storm drain detention, three detention ponds are being provided on site. The two ponds in the eastern portion of the site are f try(Ina wnq/pl.nnlry{/•„ne�Yry(/<m�n mmprt.i urh.e./i.nlx pc d<xlitn OHlcer,located in: Ffellecve K'xr hingwm •Twvnm N}whington.1 cart rnl fhrgrm •Fetlter Cih.:'�hfo.nta Public Works Department Page 2 ; 29 November 1979 S913.71 many problems which are not yet fully resolved. They de confirm the wisdom of a review by the city or by an engineer dicactly engaged by the city. When the Earlington project is reactivated, we will be ; . pleased to respond to the city's desires. Sincerely, Barry Barnes caly Enclosure: Documents and Drawings 6 £ s qqg E CH2M ::HILL engilra•rl . ' f,ldnnrl, econonu.t. scierni.�. 29 November 1979 S913. 71 Public Works Department Municipal Building 200 Mill Avenue South Fenton, Washi•,yton 98055 Attention: Warren C. Gonnason, P,E. \.� Public Works Director D Gentlemen: Subject: Review of Earlington Pump Station We understand r At construction of the above pump station tas been postponed by the developers. In accordance with instructions following: from Ron Olsen, we are returning herewith the iol lowi::g: o Computations Engineers by Wilsey and Ham o Blueprints (20) by Wilsey and Ham We had regncsted that Ron contact Wilsey and Ham to deter- mine the extent of plans any specifications which would be prepared for city approval prior to advertisement for bids by the developer. The package received by us included only one blueprint copied directly from our drawings of Monroe Street pump stdtiOn. No specifications were sent to us. The package had been forwarded to us so that we could propose a realistic fee to review the design and contract documents. We feel the data we have seen is not sufficient for us to discharge our intended assi.gment. This would be to ensure that the proposed Pump station would be to normal municipal standards for take over and operation by the city and partial nvolved in angton pump station. payment by the city. We have recently been i situation very similar to the Earli Another Washington city intended to take over a developer- constructed Pump station towards which the city was contribu- ting a substantial amount of money. That assignment had *a*osk. YILM11NIh Al�.0 S l..Brdbwi,e,Warh.nµhrn'MPIIN .p(JISL MM)q W'ILSEY & HAM, INC. E nyayeriry . Plarnelp , sunevM ,'- Cerrtla�Very Bu„dv,0 ISYtn I t,M Avenue N E BELLEVUE.WASHiNSTON 9nW4 slat .w ire��s��vvss TO w GENTLEMEN: WE ARE SENDING YOU xABached Under separate cover via.__-_. *'+ - ..__.the bllowirK items: Copy of letter CtNnga order Shop drawings Prints sL Plans '-' Samples ❑ Spedpeahons ' ES COM e L _-. 1. _rt NO _ __ sca _ _41-Aa i ! in THESE ARE TRANSMITTED as C1,11ked below: ]I_ i / For approval Approved as submrted Resubmit—_ p. topits br approval For your use Approved as noted Submd_ —CoOgeb for distribution , As requested - Returned for corrections : Return_—__ .Corrected prints For review and comment L: FOR BIDS OUF REMARKS __19 . _.,. PRINTS RCTURNEO AFTER LOAN TO US g ._ SICNE /wW��r7FE¢r'Z7Z �FA „rw e e nw ve v nrxw. yp�,�,,Mw uu�w U.nrbrerU n nmra teary del J"__" --'� r w 2" 0.00 164 94 20.00 71. 47 269 0 00 284 94 _ 20.00 ]I. a] !'7 .0 — - 0..00 ._ 164 94 - 20.00_ _.-71. 47 0 00 !B4 94 20.00 71 47 _ _ -----�00 iB6 92 ]65 00 9 50-- ' 0 00 181 10 _.0.00 __. 172 13 28.00 .._ 62 71 0 00 1a4 78 20 00 56 41 276 33 SO 147 51 30 00 50 92 277 33 50 _147 52 3�Q0 70,_06 diM—'33. 50 136 VS 59 00 33. 79- 279 33. 30 137 00 59 00 33 BO _ 7M ---'33. 30 137 OS E2. 00 -- 32 32 201 33.50 125 68 __ 62 00 27 60 127. 12 62. 00 28 22 203 32.30 129 06 62 00_ 06 e S67i8,WO 121 a3 62.0 ,25 - -- --- ---- _�' 125 54 62. 00 _ _ 27 53 0 00 125 55 62. 00 27 54 1600 00 115 99 62.00 l., 23 4 0 THE RELATIVE CHANGE IN FLOYRATE FROM THE FREVIOV TRIAL 0.00192 r i , I I i I j l n-anmaannn naoonmmN.mPOdnoaoo o'n o'f ni,nm oh @If M1f Pmnn nn-mnnnnan$fry nP{-nNaNLnPmNNHNfnnda--PnNamamnn nmf-ff n�-aonn m�no P@Pn n LdaN'ancoo 'dP ymnnl'nd Omff OmPOPPPPOPPNnhNPn^m mOimnOCONnn+,-^YryN^I n n' n M.PYC.�- daOd.p d,d dLLLdLan.t'dnddddnddLNLL � .pLL-dnnnyaNn, nnnnnnnnnn 88008 88$888888S8o88888888888'088888008888$$88800080.08080000.8, n nCI nT1RgP~fl IDan milt#hm mtmPPmPPO®nPPRp !� n i In irlN nlN nnn n nnNryNnn.�1'I tl+n NnmNmn NtlmflN of------Nnn{Y^-OJPO .4YO ^nitl. 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L4C nnnnc•. �y SUNpOINTE (EARLINGTON WOODS) -C ' - ICJ-534 I 10 Upon ony J,Cjule of Par1.1sJUR ;%On LI111111y ell 'Ir'cp'r IU (LO rvu a1.4 pVlprm it lov"'v'ts+'d frowlp rnad✓ herein by Pare nlue to In.ks'yt .wd paformell,Radro:d nwv Iermutrte Ihn+peernem on lei.1101 dew no.wo to V«mules, 'wstwe the facility.and restore Ihe right of war to its Previous condo on al the cost and expense of Pis milt" 1 1 Any nohcm given under the proynnuns of she apaamanl$hall tw good it deuosMd poopad in a United State post office addr"wd to Permrllee at f'ermrttee's twst office adores above stated or^othwwfv dotted by Pamrtt". 17 She bce)v and pac—nstuo t~o granlod is%pblacl to petmtr5, I'm$and htemef, it any, heretofore planted by 14n4old iffecl'ng the PlemtyH rpoo v!h'ch s�ael facility ,towled f Subject to the forngonq provision%, this agreem4nt +rid ell o1 the COvellmNS and wolnises thereof,anal)mure to Ihn bansf t of and be h,M,.g upon the pines hereto,their rvycattve executor,administrators,sciccas'o's and anigm IN WIi NESS WHEPEUP,Railroad and Perm'ttec hara executsl this dgreamenl the day and year lint above written. In PrtlaarKa of HUNLIHOrCN HOFa'HFJU7 RAIIll0A11 CGPAHY BY -_. Gwna'Manapr' trn,s .. CITY Olt-Nh17roN .—. 413PAC.KIB6D AND SWDBN IV) l:!'.jr(7 1: MEC NjS-LA U,_--day of _.SS_., Ip ___. Pladay Public to and l"T lbe Sul''if Walrb""ton, reerdlnit at—'e sA�1S„ :—t_ll \l Attest_ e/ �..,�L� l r Clerk room aem I to _— - to } t1 lz 30 ILI lic �s 1 \ y , f 2 � � c J�i_;.••,a i 0'� ►�,'n:HORN IN^. 1 � ' _ c� fJ� the light ad My lend,when In In. judgment d hKomm,Censer err y dwselde,Intestine eny mntenal used m foe Mrork to he replaced with like maleral Of with mazer lsl of a mart permanent rherer;ler; alw In rMlmre dddnmal work Or rh,,, of location of suit IIIa a matter of safety.On ul aptwsunce,tin On Mcbunl of additional hacks IYnig lad,Uurgr nl glad! therMf, construction of a building, or for any other reason whether or not Connected Witt, Otte oyerat suer, maintenance f@t Or Provid'mPfOved, merit o/ the rerhvav o1 Railroad. all 01 which shall be done at the expenL Of Permdfae in the menner herein prordd. 3 Permrttee shad give 10 the Se Suphimendent at least two (21 days Permdtee In the excavation Y dvBllre nUliCt Of My wOnY to be doer by 000ftludmn, any reconstruflmn, maintenance, rtpalr, change of location or remove of the facility, and shall cnnducj such work in such manner as not to uderim with the maintenance and operation of the railway of Railroad 0 In the event that RddrOM al Ihr nquep ul Ptrrmtlee Of any aRnt Of rorhart Or of Ptrmnlre,m /err the Projection of its property and Operations,does any work,mum shes any material or flagging service,Uf I1)('UIf My Qd1enY WhltibeWl on account of the excavation for,construrClw4 any recombuebon,mainferancl,repair,change of Oblation,removal of the tacdity or Other" ise,Permdtee shall reimburse Railroad for the cost thereof within twenty(201 days after bills are renrkil therefor. If the excavation for construction,any remmtfuctowl,McInlenance,repair,charge of location,or removal of the facility,rerlu les any or all of the f011owing walk, removal and replacement of track,bndgi g,protection of track or other raihvry facilities by work or flagging,engineering and/or LltterWLon,such work Is 10 be performed by Railroad empbyaa and the coat borne by Permtttae. S In the event any rAthosbc eYetrc -As Of other eleabmal Wounding system is Installed In connection with the facility which, n' Otte oMnlon of Raibnd, in any way Interferes Witt)eny tram signals,telephone or telegraph Imes,or other facilities 01 padroad, Perm-pre upon being informed by Railroad of such Injerfereme shall forthwith discontinue operation of and remove sad groundnlg system, or take well steps as may be Oerewary 10 avod and eliminate all such Interference.Permdtee further agrees to Indemnify and save harmlew Railroad from and agamsl any dama ges davits,losses,suns or expenses in any manner arsng from or ynsving out Of Interlerence with Ihr Lgnals,telephone or telegraph limy of Railroad by the operation, use or existence of any such grounding system. 6. Permdtee shall and hereby releases and discharges Railroad of and hum An and all II v s Pre for damage to or deSlrucbon of the ad lac they, and any other 4roptrty Of Permdtee located on or near Radroed's Memisr, and sham snd hereby assumes any and all liability for Injury 10 or death of any 'arid all Persons whomsoavM, including officers,employees and agents of the parties hereto, or IOU of 0r damage to property to whomsoevM belonging, Including property Owned by, lea-Ad 10 or ern the Carr,custndv and ColdrOl of the parties hereto.In any mamwr arising from or during the construction.any reconstruction, use, maintenance, repair or removal of said faclbtY, however such Injury,death, joy,damage Or desvu,t,n alOread may Occur or be caused. and shall and hereby does Indemnify and save harmless RMlfodd 01 and from My end all clAlm,,, demands, wits, actions,damages, rMY oefr S, judgments, CQSI%01 expenses ansl r rg Or y lwng nui of or in connection with any such injury, death,loss,damage or dPburfron aforeard.Permdtee further agrees 10 appear And defen d or the name Of par any carts or Killion at law brought against it on account of any such Personal mjunes, death or damage to property, ty, and to pay and unity any Kral judymcnt that may be renderer against the Railroad in Inv wah full in action. 1 he liability assumed by Permdtee hrMo shall not be affected Or dtminnihd by the fact, If it he a fact, that very such wIl 0r action brought against Ralbuxd may arlw Out of negligence of Radnnd, its o1h<ers. agents, servanf% or employees, or be crnfribuad to by such neglW,Ice. Hatvithatt riding the foregoing, nothing herein contained is to be construed as an indennificiji against the sole negligence of Itailroad, its officers, employees or agents. 7 PMmltite shall not pannier or assgn fhis{termit without the wrrften consent of Railroad R Nothing hereon comamMl shall Imply or Import a crnMMmt on the part of Radn)d Ion Quiet enjnym Ma 9. 11 is exPrewly undersloud and agreed that Railroad riNy at any time Cancel and terminate this(term and parmtxmn by giving to Permntee thirty (3GI days notice um wtijirtq Of its intention to Cartel the same and at the expnati0o of such nUbea this IiCMIL add {lelmnsm,shalt Iron,ndo' U{1on ler'llPl Of such nUtict aft before the expnatwn IhMMf.Pelmitlee, India fire supervision and direction of file fed Supermtiendent, or his audsOo ,ma wM,,ve, shalt rerotWe the fII Irum the right of way of Railroad and restore the rght of Way and Mamas of Railroad in a manner and to such condition vi shall be Satisfactory to the cad Supenntarrlmt of Radtoxd 11 Permdtee shall lad to remove the facility and t stls,@ the wit right of way 10 such FOndrtwn W Ithin Ltd thirty 00)day Ian:d.Railroad If its Oph rn may remove the Line and fallbq the said fight of way to its 01"rou,Condition,and Permmdtee shall off the cost and exigent¢Iherenf to Railroad r., ►ipeline No 218,001 THIS AGREEMENT, made this let day of July 1981 , betty BURLINGTON N0f8'HF N PAI140AD CEMBANY (formerly BURL ING TON NOR I HE Res INC.)a Delaware corporation,hwentafter called 'Railroad,"end CM OR RE11", whose post office oddrase is City MbPLiclpal Building, 200 Mill Avenue Soutnr Renton, Washington 91tl0i5, hereinafter called "Perm4tW." WITNESSEtH Railroad, for slid in consideration of the fee herein provided cat be pad to it by Permntee and of the crrvenants and promises hereinafter madr ' rill observed and performed by Permittee,dues hereby grant to Permdtee I"na and permission to excwrate for,construct,maintain and operate a 12-inch water pipeline, hereinafter referred to as the "faubty.- upon, along or scros the right of way of Railroad,underneath the wrfoce thereof, end under the backs of its railroad, as the case may be, at or now Renton Station, uI the County of . King ,State of Wsshlnlgt an ,to be located as follows,tow,t At survey station 597 plus 50 ls_�hown colored red on the plat Mwto stucssd.marked Exhibit "A".datad July 30, 1Al, and by this•eference thereto made a part hereof. Permdtee m consideration m wch license and perm.%ton hereby cnyenants and promISes as follows. I Pvmdtee will soy In advance to Railroad lot this permit the vim of Two hundred Dollars ($200.00) for the first ten (10) year period and One Hundred Dollars ($100.00) for each Sub- sequent ten (10) years tlwt this permit remains in effect; also all taxes and assessments that may be levied car assessed lops unst cad facd,fy Railroad reserves the right to charge the said charge at any lima while rho permit remains in effect upon thirty(30)dayi whiten notice.This provision for payment%hall in no way restrict Railroads right of termination undw Paragraph 9 hereof 2 Permdtee, at Permin"'s sole cost and exjwnw, vhall excavate Inr, construct, reconstruct, minutam and reps-, the facility placing the same In accordance with the specifications provided in application dated January 28, 1961, heratofore approved by the Railroads Regional Manager Engineering. Permnitee (hall fill m the excavation, and restore the %'two of the ground to its pravanrs condition wrblect In rho approyel of the Supermledent of the D-wswn o1 Railroad upon which the facility Is localed Said Suffertmondem Nell have SPEED LETTER TO: t�u" tit. Ad DATE:_ --� PROJECT: SUB ACT: - 36 uuJJaaG��.. c�.aa►.-� a - I/tWt OF 1955 V 1 r tl t ut _ — ... v NM1y.w!` Orf 111'11"1— Z a.. 'i! 'tI p/rlrlH ryY, MrV MI1 r ny t Yp u�nPp IU,:•IrLLMIPI IkIk N10�CVM S e i I I I i I i ►KmrttN f1rN1 Idl m tM wwotton, *nd rMp)!e IM WttK of tte yrnund to nt prNrnus cnndlllmr '01W to IM n wdi¢A IM/Kdd n oaNW SSrd Supermlendwlt Omit hM pgmN of the$u{Nrrnl�rdant of IM Umwn(It Rrldro8l upo Y � _---ciTY OF RENTON �'� N LlMUV1 2JOrUG CATE 11/OH/tl1 9 WARRANT NO �6RyI AMOUNTS /C7JrJO BUNLINOTON NOQTAV�N ,` � r 10 Upon any failure of Verin,tteo Punctually and slnr,ny to observe aad perform the,, covenants and promises male herein by Permrttee to be kept and performed,Railroad may terminate this dWeemam on ten 1104 daVs'nolice to Permrttee, remove the facility,and restore the fight Of way to its previous coed it at the cost and ex pow of Permrttee. 1 I. Any notices given under the provisions of this agreemenn shall be gaol if d•posttad postured in a United States post off ice add reseed to Perm ittee at Parmittee's post office address above stated or as otherwise directed by Permrttee 12 The license and permission herein granted is subject to permits, leases and licenses, if airy, heretofore granted by Railroad affecting the promises upon which swirl facility is located. Subject to the foregrnrg provisions this agreement and all of the covena.1ts and pramheS thereof,shall inure 10 The benefit of and be bindhp upon the parties hereto. their re.pective executors,afmintstrators,successors and assigns. IN WITNESS WHEREOF, Railroad aid Permivae have executed this agreement the day and yea first above written. In Presence of: I3URLINGTON Pi01lTtiERN AALll?OAt) COF1'A3iY OaneI11 Mxnaew lxllw CITY Oil ItkiiTON d Mi sycir s tt,dt (sty Clerk s4RM som 1.re . r 4 t • ;+ �2 EXHIBIT "4 F.Y^ �} t r "} ti I Cityy pF .CEN'Ti✓ iO°. `\ N i^ 4 c 4 ,J \ ''- . . •.• ' �: (rArll% �`Jlrl fa+r:e Ce !A' `l '. t IVY .. � �':rwlrr+ rrfr� Co.nerw iJ �wc �t1! i N• �,:0 S _ J.r 4419 sp -�f i _ �'_--1 � S � --T�..�v ♦}e. � 1C.. . v�.�. >.aifcr t a the right at any time when in his Judgment it bscomm norevery or advisable,te,require any material used in the work to be replaced with lake mainlal or with material of a rrore parniamm chaacter:aim to require additional work or change of idcafwn of cad facility as a matter of safety.or of appearance,or on accnunr of additional backs being lid,charge of grade thereof,conalluction of a Wilding, or for any other tewinn whether or not connected with the operation, maintenance, or "Wovor"il of the railway of Railroad all of which Ohall be done at the expenw o1 Pernuftee in the manner herein p(mi ded. ;!. Permittee shall give to the will Supennteortent 41 least two 12) days' adver, a rot" of amr work to be done by Parmdtee to the oxcavatMn, construction, any reconytruction, maintenance, repairr, charge of location or removal of the taciftty, and shall conduct wch work in wch manner as not to interfere with the manner anee and operation of the railway of Railroad. 4 In the'rvenl that Redroad,at the, requesl of per mdtee or anv agent m contra,aor of pennrttee,or for the Protection of Its property and opatu _does any work,furnishes any material or Ilaggug service,or incurs any expense whatsoever on account of the exdvahun for,construction,any reconstruction,maintenance,repair,change of location,removal of the facility Of,otherwlfe,Permdtee shall reimburse Railroad for the cost thereof within twenty(201 days alter bills are readwed therefor. If the excavation for consruction,any rownstrunrn,maintenance.repair,change of location,or removal of the fa:d+ty,rwluires any of all of the following work removal and replacement of track,bridging,Protection of track or other railwgy facilities by work or flagging,eliginaerirg and/or supervision,such work is to be performed by Railroad employees and the Cost bolo by Permlttea. b In the event any cdpndre elactrotyps or other electrical grounding system is untahsd it,wnrrxalmn with tine(acllty wha:h, in the operon of Railroad, in any way Interferes with any tram signals,telephone or telegraph Imes,or other facilities of Railroad. Pwmntes upon being informed by Railroad of such mlartereoce shall forthwith di,00nti--ue operation of and fenwlve sad grounding system, or take wch steps as may be necessary to avoid and eliminate all well interference Permntee � further agrees to rnQemmfy and we harmless Railroad from and against any damages,claims,losses,wits or axPenvs in any rtunner at ang from of gloating out of intertaence with the signals,teleptti< n or telegraph hates of Railroad by the operation, uw of existence of any wch grounding syslu". 6. Penmittea shall And hareoy releases and discharges Railroad of and from any and all liability for damage to or destruction of the said tacdity, and any other propwty of Parnintaa located on or near Railroad's Pramien,and shall and twraby assumes env Attu all lability for injury to or death of any and all oelsomwhomtDrvar,including officers,employees And agents of the Parties hereto, or lou of or damage to Irooarty to whomsor.•er belonging, including aoperty Owned by, 10Ased to 0, ,,the awe.cunody and control of the parties heatc,in any mallow argirg from or during the Construction,any rAcuriapuchon. use, ma"Its" . lapse,or removal of Hid facility, however each miuny, death, to%,damage or destruction afotewd may s^cur or be caused;and than and hwaby don 'rMwnmfy and we harmless Railroad of and from any and all cfaa»s.demands aunts. actions,damages, reavvwim, judgments mate a expanses ulsing or growing out of Or in wo talon with anV well mfury. death, oat.damage or destruction aforesaid.PPlmrltK further.gram to appeal and defend in the name of Railroad any carts a Whom at jew brought aWada it on account of any arc" pergoval rnjwas, Math of damage to pronartV, and to pay and utlsfv any lintel ludyniont that may be rendered against the Railroad In any wch wit or Action. The liability aswmad by Premittee taken shall not be,affected or der imshad by "it fact, it it be a fact, that any such suit or action brought Nall RakOa1 MAY Mass Out of riegtgatce of Ronlotea, era Officers,Agents seryard?or anpfOyem, or be contributed to by such ftegfigoncit. Nnttrithkt*AdAng tee i;nregoingf nrrttiing .erein cXrtai.aed is to be ecrstraed as an indemnification agginst the sole negligence Of Hailr'osdt its ^ffixraf employees ai agents. 1 ►ermrttee atiaj riot trAnifw ire alaym the gamut wrlhwt the car HIM eoeuwtt of Rlilroed. B Natrug"wain ea•sanrd that rmPR Or a"psan a COaemanl on the Pet of Ra,noed fa quit!ar+toYme^t. 0. 11 rs expnnaty urdefstoxf and agreed that Relented MAY At ere tow clinical and terminate tt•rs kwAnde W4 pssmM*" lay gayag to Paro,"u..-.holy I3l: d ass "otKe in ve"bref Of its m1Wh f'to carcA`j tee semi end r me"Pe•ston of such notice than encores-and ppoankean%W lwmar," Uam recnot Of aXH fwttee sad Wore the"Psalm""senor,►emnass" under the a_aaanttaUon and deatta nt a the fed Sµpwfmttnde"I, a ties As, hon:ad naassmtatwa,"I moreover 1M facility, tffan Ito right of wary of ANtadd wall flames the right of way.•d Paefatfaee of Railroad t"a"Wra ass sad to fact-Called"Ion As AAA be%onfactay ed tee iAA Sutaawaaweset of Raa Bass.it Pleaafes"Judi feir to reefalve me towel"Bald restete ape sod fight.:!f way tO at"cunditlon w(thin sad vi" IM day parties Ramesg a b ep[Idt-.nay 0 moet data some ans'sw"the teat tiger yre way car it$Preeaoys cord?'vat«. aid.Peru","m r+at Pay .:•A:oat ad+r..war v.•r.r,.• . t: f .arxv+Irao.awwwmma yi'• � + • a earawaa a r a r M ) F... r 1 ,T Pipeline No. 238,001 " THIS AGREEMENT, made this ),gt day of JU-4 19 ul between HURLINGTON NORTHERN RAILROAD COMFAJJY (f"jimtcriy BURLINGTON NORTHERN INC.,)a Delaware corporation,hereinafter called"Railroad,"and CTTy CF Eif,NPON, whose post oft lee address is 200 14111 Avenue South "it� :.n1c1 nfft 98D " ( ! pal Building), Renton, WaEhl crn 55, hereinafter called "Permittae." WITNESSETH: Railroad, for and in eonvaeratlon of the fee hefgv provided to be paid to t by permutes and of the covenants and promises hereinafter made to be observed and performed by Parmittee,don hereby grant to Permittee litany and permission to excavate for,construct,mamtaip and operate ts y2.inCh stater pipeline - longitudinal and crossing, hereinafter referred to as the "feaility, upon, along or across the right of way of Railroad,underneath the surface Yuereof, and under the tracks of its railroad, as the case may be, at or near Renton Station, in the County of King .State of Washington .to be located as follows, ro.ert' At survey station 597 plus 50 as shown Colored red on the plat hereto attached,marked �E Exhibit"A",dated February 13, 1981, and by this reference thereto made a part hereof. Promotes,in consideration of such license and permission hereby covenants and promises as follows. 1. Permittee will pay in advance to Railroad fee this permit the cam of Six Hundred Sixty and No/100 Dollars ($(SW.00) per annnm; also all taxes and assessments that may be levied or as Atd against sad facility.Railroad reserves the right to change the sad charge at any time while this permit remains in effect upon thirty (3W days written notice.This provision for.mienmt shall in no way restrict Railroed'a right of termmation under Paragraph 9 hepwf. I. Permittee, at Permdtee's role cost end expense, shall excavate for, construct,rerconsf,uct, maintain and repair the facility placing the same in accordance with the specifications provided in applicabo i dated January 28, 1981, heretofore approved by the Railroad's Regional Manager Engineering. y t' e y. Permittee shall bll in the exc"Awn, end restore the Wrfate of the ground to di previous (Ar1d/0on fubfett to the spWoval of the Superintendent of the Division of Pailtoad upon which the facility its lo::ated.Said Superintendent stall have Y WATER EASEMENT D COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RtNI:E 5 EAST, M.M. , KING COUNTY, WASHINGTON; THENCE N 44°25-22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST PACIFOICO COASTT RAILRCADA,S SHEETSHWN ON 5 OFHE 11 ,MAIN VOLUMEN2 RIGHT-OF-WAY WASHINGTON, RECORDS ND R TRACK ECORDS OF MAP. THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE S 81-42,59" E FOR A DISTANCE OF 474.54 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE S O2°I4'22" W P DISTANCE OF 4B.83 FEET TO THE TERMINUS OF SAID CENTERLINE. TOGETHER WITH ALL APPURTENANCE THERETO. 7 WATER EASEMENT B COMMENCING AT THE S^UTHWEST CORNER OF SECTION 18, TOGI;SMIP 23 NORTH, RANGE 5 EAST, M.M. , KING COUNTY, WASHINGTON; THENCE N 44925'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY Of THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP. PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - WASFINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BF.iNG ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, kECOkDED IH VOLUME 14 OF PLATS, PAGE 7 (A.F. 1433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 13'50'07" E FOR A DISTANCE OF 663.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 71°32'09" W A DISTANCE OF 201 .00 FEET; THENCE S 18027'Si" W A DISTANCE OF 143.00 FEET; THENCE S 66°:1'S1" W A DISTANCE OF 36.00 FEET; THENCE N 11°32'09" W A DISTANCE OF 290.00 FEET; THENCE S 67027'51" W A DISTANCE Of 77.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 180.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 15.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 50.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71*32,09" E A DISTANCE OF 13.00 FEET; THENCE CONTINUING N 18°27'S1" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 18-27-51" F A DISTANCE OF 20.00 FEET; THENCE S 71.32'09" E A DISTANCE OF 37.00 FEET; THENCE CONTINUING `� 18027'51" W A DISTANCE OF 15.00 FEET; THENCE ^NTINUING S 18°27'51" W A DISTANCE OF 202.00 FEET; THENCE S 40027'S1" W A DISTANCE OF I1•.00 FEET; THENCE N 49°32'",9" W A DISTANCE OF 69.00 FEET; THENCE N 71032'09" W A DISTANCE 01 121 .00 FELT; THENCE S 18027'51" W A DISTANCE OF 38.00 FEET; iHENCt N 71-32-09" W A DISTANCE OF 22.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71032109" E A DISTANCE OF 22.00 FEET; THENCE N 18°27'51 f A DISTANCE OF 38.00 FEET; THENCE S 71*32109" E A DISTANCE OF 121 .00 FEET; THENCE S 49032,09" E A DISTANCE OF 69.00 FEET; THENCE CONTINUING S 49032,09 E A DISTANCE OF 7.00 FEET; THENCE N 40°27'51" E A DISTANCE OF 35.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 40'27'51" W A DISTANCE OF 35,00 FEET; THENCE CONTINUING S 49032'09" E A DISTANCE OF 16.00 F€E 1HENCE 5 71032'09' E A DISTANCE OF 117.00 FEET; THENCE S I0027'51" W A DISTANCE OF 95•00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE N 18027'51" E A DISTANCE OF 11 ,00 FEET; THENCE N 71'32'09" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71°32'D9" E A DISTANCE OF 20.00 FEET; THENCE AND 18 IST DISTANCE 5A DISTANCE 0 FEET; T HENCOF E 4.00 08FE21'ST" E THENCE CONTINUING S 71'32'09" A DISTANCE OF 47.00 FEET; THENCE N 74°40'35" E A DISTANCE OF 117.00 FEET; THENCE S THENCE 5 71-32'09" E A DISTANCE OF 87.00 FEETA DISTANCE OBO20'00 FEET; DISTANCE OF 12.00 FEET; THENCE N 71'32'091, THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71°32'09" E A DISTANCE OF 20.00 FEET; ';HENCE CONTINUING S 18627'51" W A DISTANCE OF 130.00 FEET; THENCE ` 5R°27'51" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFORE- MENTIONED CENTERLINE N 58°27'51" E A DISTANCE OF 20.00 FEET; THENCE N 18°27'51" E A DISTANCE OF 18.00 FEET; THENCE CONTINUING S 71°32'09" E A DISTANCE OF '31 ,00 FEET; THENCE S 33'25'55" E A DISTANCE OF 86.00 FEET; THENCE S 71°32'U9" E A DISTANCE OF 4.00 FEET; THENCE N I8°27'51" E y A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE ! S I8'27'51" W A DISTANCE OF 20.00 FEET- THENCE CONTINUING S 71'32'09" E A DISTANCE OF 143.00 FEET; THENCE N 63'27'51" E A DISTANCE OF 163.00 FEET TO THE TERMINI'S OF SAID CENTERLINE. WATER EASEMENT C COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWN-, HIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44025'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NOR;HERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON ThE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BU RLINGT ON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EALINGON, RECORDED IN VotME RECORDS OFRKINGTCOUNTY, WASHINGTON`U„HENCE14 ON 55ATS, PAGE'10'0T' E 7 (A.c. 043)749) , FOR A DISTANCE of 269. 75 FEE; TO THE TRUE POINT OF BEGINNING OF THIS GAT ER HR SIDEEASEMENT; SAID EASEMENT LIES 7.5 FEET ON EI (AErI>iANCE00fTM37`OOLOWING FEET: THENCE DESCRIBED CENTERLINE: THEHCF N 45°21'S1" E S 89'32'09" E A DISTANCE OF 23.00 FEET TO THE TERMINUS OF SA10 CENTERLINE. Page 2 of 4 i ------------ f'RFLIMINARY WATER EASEMENT UTILITIES NI E A S f M E N T THIS INSTRUMENT, made this 23 _ day of April and between ICHG Associates, a Joint Venture International, Inc., Partner inafter called "Grartor(s)", and the CITY Of RENTON, a Municipal Corporation of King + ty, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s) , for and in consideration of the sum of by Grantee, and other valuable consideration, do by e presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its essors and assigns, an easement for oublic utilities (including water and sewer) with � sary appurtenances over, through, across and upon the foil sing drsrribed property rig County. Washington, core particularly described as follows: WATER EASEMENT A COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44°25'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTI'ERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHFET 5 OF 11 , VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE N 60°28'44" E FOR A DISTANCE OF 748.88 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF .HE FOLLOWING DESCRIBED CENTERLINE: THENCE N 44632'09" W A DISTANCE OF 90.00 FEET; THENCE N 89-32'09" W A DISTANCE OF 20.00 FEET; THENCE N 44°32'09" W A DISTANCE OF 118.00 FEET; THENCE N 74°06'49" W A DISTANCE OF 156.00 FEET; THENCE N 44°32'09" W A DISTANCE OF 117.00 FEET; THENCE N 57"02'09" W A DISTANCE i 917 21.00 FEET TO THE TERMINUS OF SAID CENTERLINE. _ - Y Pais I of 6 w. °x 4' �b+.vAl -' / ` p / S Y /f 1' 4_ ✓�'�� Cob �. y f/��Y•l�� Y�l i'�i�pA�{ RYy 4'� v. To Da I,me� _ !LE YOU WERE OUT of Phone TELEPHONED PLEASE CALL CALLED TO SEE YOU WILI CALL ACAM WANTS TO SEE YOU RUSH RETURNED YOUR CALL Msuag� Josh kv e' 06Co re; ["1. (� �j�. 1, At� ruLl-4 c ,•ffs y { SPEED LETTER M: �L_ DATE: _ PROJECT: _- cu TO: DATE: -- SPEED LETTER at tuto f R ..F'^"'�.�"N�1.'R":^Y'i'T�1RSL•T<Z3•l0.'F:..�.r'�.w'��ye++ ��.1a� `� �4._.Z3��iCTSwit"�.Z:...._'�u:.'�IF'2:. --�'���.T'.-�.T. �ar..w �..'tT�.r2�i�i k nN M1 P IAW J� SPEED LETTER ^ ,T; � TO: �"- DATE: ^� PROJECT: SUBJECT: qne CITY OF RENTON WATER DEF,U2IMF.N'r Pressure Test 6 Purification Test Form PROJECT NO. NAME OF PROJECTi,�,?,-/— PRESSURE TEST TAKEN BY ON $. A7 A PRESSURE OF ,pSI, FOR MIN, # - TEST ACCEPTED ON PURIFICATION TEST TAKEN /PURIFICATION TEST RESULT�AMP 1 /•� U/. SAMPLE 02 SAMPLE #3 REMARKS: 111� err•.. CAMPBELL CONS°T•, CO. INC. 2702 . 50TN AVENUE N.E. A TACOMA. WASICNGION 08422 • PHONE VE 5.0555 �dEMO LETTER? r-G Fz - �l�z Lc�j �iu.✓�slre-c� �% t C �.v Assn ��M� J�� t-f•/OC-o0 �. ChAkTiR 116, LAWS OF 1966 CITY OF 4ENTON CERTIFICATION 1. 1X[ Y1rOC. •rf.NLO OO X[N[DY C[11iliY YNp[• •[N1L1Y Oi /L/Jv'NY, INAI 1X[ MA\L91rLL6 NdYL `AsoA[�',YIUY..[OtJ1 O/1C R141O N[11[INL AN VNI HH[ LNL I,AIY 14 r[ lU1L out AXU YMI1,U 09114-11ON A4AIH!` IY[ Cllt O/ NLNTON. AND TO 1XAt 1 ♦U1 Nfw Z13 10 IAIJTHL "c 1! AND •,(Al,n TO 0.10 C✓ly NIDN/r � I—a.i.I LII N` ♦ 401�oa�15 5'f[+.;2 V3 (tS) s 42SAP0 10 Upon any failure of Permittee punctually and strictly to observe and Pertorm the Covenants and promises mule herein by Permittee to be kept and performed,Railroad may terminate this agreement on ten 1101 tla•/s'notice to Permntee, remove the facility,and restore the right Of way to its previous cOrdition at the cost and exp•:,se of permitter. 11 •1ny notices given under the provisions of this agreement ship he good if deposited postpaid in a Ul rhel States post office addressed to Perm atee at Permittee s post Office xdrfres above !.!ad or as Otherasise directed by Permittee. 12, The license and Permission herein granted I,,subject to permas, leases antl Itcemam, it any, heretofore granted by Railroad affecting the premises upon which said facility is located. Subject to the foregoing provisions, this agreem#nt and all t a covenants and promises it, rn,f,shall inure to the benefit of and be binding upon the parties hereto, the,,respectwe executors,administrators,successr.o and assigns. IN WITNESS WHEREOF,Railroad and Permittee have executed this agreement the da• and year first above written. In Presence of, Gansu,Nenper Lenn — cm-of sagal RUB&'R'iz,7p�,s-�AND SW RN TO F; MF; 1S ---- fh4rT •-rlesy M.L.SX.NMaty Pab6e in and! the Sate tom"X rrFiAin,. xt Washington,-.. Al at•7 C1 FORM aCe%1 76 , ice. ,• 1 � R � u r it x. r h ZCD • i , . a,'� i � i 1 1\ '• It v t Ilw rpfu 41 env two,whorl In nil rodemeld It IM'an.M ner'Aaafy M MwabN,to roquife env mewrq)gted rn thq work m he " t"PAVIR! with Ilke mpmtal fir wont n+dwial of a mole Iwmarle,t 0h14r414we 0%) to require Additional work or ihwyo of Wattion of sad facihly as a malts(of sofety,Or of olfpearetrq,+lt an wtv o d of Additional oft*4 Ming W.rfaaeR of grade ihomi, l,;uvoloultion of a Iwflding, ON for airy other reeann whither v, ,lot (,)n,,w1d Willi the operation, and moor",M rmpftfyomwn of the imbyoy of Ralbuart. all (if whwh d+alt he done at the q.twnw of Permrwo M fits m"wn herein pmwrdd { pinnuit" 0,411 give to in. Mqt Suvo o0oullpf/ ql least two ill Itoy-- sfv.ile. nntwQ of ptY work Ito Ire doll!by Ppmul" n+ low. aoc"Al Ain, voopfuction, any mix, rrtrilnllfrn. nerlltpleMM., Iepoo. choutte of lwafa)n M iommal ld the fat dily, end limit conduct owls word in sorb mama At,not In lotwfere with too melnleranr:e and otarstior rd the rsiwov of Railroad 4 Ili the event that R ohi.l,at the Ipttatt tit pannnlAa M ally spot Ol rtlµtleatnY(it I+Prrnlll..i,, for the prntre.ftnn of its twolsay and mossilh for,dim any work,fulnisM/ohs'material of flowing New",or incurs My extorts•whatMawar ,in Knntgtt of Ifis ewca"fiofl for.CJ1Mff11flierl,ally 1e0rtiw nw,twn,msl"tmnw tit,(pooh,chi cpa w"biftion,monitored of the facility wl othpwiv Parrnitfae dal nhnbinto Rolhoal for the cost thereof Within twenty 1701 days after bills are(lowered iherefrr. if the ewcevstlon lot construction,any rWsooltructrnn,maintenance,(wail prsfae of k airI or(Arwood of the fwthty,recourse any M all of the fnildwing work'. narowal still nwoerement of track,h alging,protection of tradr or other ,N woo facilitio,by Will%of flowing,poolfleerinp author pi.ppyl4loo,arch w.✓ft to in be tWlfmmod by Railroad Amitloyaaa and the cfal berm by►emlttes. b In the event soy osthalic eferitflly%l of,lost alit otcal p(oll,wnnp lyoom is installed In rcwwiwtron with❑w facility Whob, it, Ire opkiwo of Rallrod,in any Way ir+iMfMe4 Willi any onto signalt.takwhMa in alavreph lower M othw fp,ilhlaa of Railroad. Permittw upon being infnimd by Rrilrnm!fir 4ufh Inlertererrce thaN fntfhyHh dbctmtitlus n wredwn of and remove told grounding season,or te%A Mich sap(as foray be ne;eamy to sit old and Mlmlnate,all kWh ones Permittoi, tuffs, agree to ItwlMlnify slid we lownwors Radtod Prom AM against eny,damages,claims,time.will M-•wtenyn in soy i moots(etwing hnm of pnwrllg out of infinfglpw n with n+s%Noah, tetephow.or w1p roph 11"m of Railroad b:the onrefion, +t+ 'a use M eedeM'o of env Mich plrrmalhgl syrtanl. I I v Petlnittee doll argil wreby hoklAwA Atd dhchelvas Railroad of and Irom any And all Ilottilfty for dovoile h, or destruction of the lied facility, and any"in", propsty of Permittao limited on of new Rarirow l"premise;Nod %hall ,to hereby sswm s any end all liability for injury to or death of only and ail fawaofto wlnms.ayer, tnchdmp officer%,employer. C pre events of the perta4 nation, or how of or Berner to property to Wholftsayer bdnfagnv, oichdinv property twynpl or, j based to or In the Coto,s uahwiv And control of the IiartMe fission,in Any manner chimp Orion or dorhiv the lnrnttur on,soy rremmillUwn, Use. mane-nom a. r,nr.rn of tefrorol of"Ill facility, lmwayar with irtj ov, death, loss,damooa M dowtuathln oforoslyd may ossur fir he rialraf; AN! -hall pwi hwahy foes indemnify and wits hormwe Rellrlid of are from any awl all ctaMn,dolowds, Dolts, w0mvs,damn wr, rrrrnrw rea, juAOamtk,coal or eopslso4 wimp M gl.lwhp tort of or in ftmnartmn with env M oh injury,deioti,lwM,damapo n',Isiout.to,"dMesold.Pormitt"fuflhw Avr,41V for Apgar Aid defend Ill the owns of Rathod arty won or m:tw,v% at low trrnupl.t Against it ran aocolmt of Any Mich Personal cal Injufaa, death M it""* to pmpMty, and its pay pill mfhfy any find pdenooll that in"he rafdelM gMiml the Railroad in any with skid IX action I to liability ~mod by Pormitaq heroin %ell 1101 hit attend to diminnhd by rho fact, if N M e i•.r,;, that any With out M action Noulthl against Rphnal oleo or," ,Of I.r "Whpanre ..• p..I- ,w 114 official,spell M, wMyentw tlr employed,er Ire rontrib Wad to by sit it,nlWlgwl..a. y0fi11 th0""InS the foregoing{a nothltli hwVtn esnhllasl ig $0 be fNnebrod Ili an itkMAtQilftettlon epalflet the 401e rargllytncs of Rslla•sgte Its lefft,,woo 060161 Oi � iMnt1 g / �'Igrn,r..... .irafl...I vaodar tit owfvr,thh pwmlt without rho will"format of Railroad N NrNlwai hpgn.rMll Afuml rhAll onµly to iminol .aivAnwnl on Ihe pert of ReitnWaf Ifd holed wdnymant o It I\BwpleWy ufdssrlwrd 41w) AWord nitre Ralhod fray At eny time fecal end dal rho wto fill$It,sore aril pormi4slin by gwoq to Penorrtea rhhiy (WI day( mitt--to Writing of nor intention In ,," the wine will or fits i..phsff, .of such ,,we this okay awl rarmigslon abaft fortnlmly Upirl rec"pt of such motley Will tahus the ttappoiwln mpMf,PHnliliM, collet the wpm mil. pd direction .if the sold Pit+Vsslnrpwlprl, In his outhi ilrsd rsfwwarrtafWa,shell rerm)ra the faaifl y fluor the right of way Of P IIII(ld w at 1A010e Ire right of way awl prpnrras of RaNrod in o mentor and h1 woh pmdNhm aw %ISN be ablfyrtrr y to '"ANJ G%patmamlett of Raohfd, It pwf"$It"s00 foil fit rwlv)w ice tor.lllfy And rotor*01,1010111 f:ofp of Way Irr wth r.nrAhtB...within awl thoty 4,1011 dory ow"41,Roilrnd of 04 rattan,only tone yy Ada term and aOOlo-ow "of 14"'If wwy ft,04 prwlmol y+rldNhrn,pwi PerH•Illas%hall bay the Eller -,of 0.1po w ihpwd If,Rallrud. w it • i r y r W S i6 Pipeline h„ t0,001 THIS AGREEMENT, mare thin jn BMLN' MUMA _ day of , bermn OURLINti TON NOR THERN INC)a Delawao ( �porabon,her ernatter celled"Railroad,•'and Cr" r ml� I whose post office addr""n elty *ka"4al 2Ia1jd YaahlnslPa �SI a'VI 200 Kill Atremx: 8tauthl Yantanl hereinafter called -Permitter, WITNESSETH: Railroad, for and in consideration of the fee herem provided ;o be Paid to if by Per,irttee and of tha covenants and promises hereinafter made to be observed and performed by Permittee,does hereby grant In Permitted license are parts, nn to excavate for,construct mamta n arid operate a jay e SAah fAtK Dl7DuMa hereinafter referred to as The "facddy,•' upon, aking or across the right Of way of Railroad,underneath the Surface thereof, in. order the tracks of its railroad, as the case may be, at or new Station, m the County of King ,State of Maehlnttan to be located as follo".to+yitt At survey etrstioo 597 plus 50 Ss shown COLMed rod on the plat hereto attached.marked Exhibit "A".dated Jtw 30s U&P and by this reference thereto made a part hereof. Permiftee in consideration of such license and permission hereby covenants end promises as follows: 1. Permittee wi': pay in advance to Railroad for this permit the sum of T" 11=drslad V01UWx (*9W 00) first tat the tern (10, year parlod and One Heaadred DD13aa•e ($100.00) for own rub. M*Mknt ten (10) rears that tbla pe'aadt saoat+ea Sr. efteota also all taxes and sae-sments that may be levied-ir assessed against said facility. Railroad reserves the right to charge the said charge at any time while this permit remains m effect upon thirty(30)days"wrinen notice. This provision for payment shall in noway restrict Railroad s .Irt of termination urdw Paragraph g hereof. 2 Permntee, at P'imnitpre s sole cost And expense, shell excavate for,construct reconstruct, maintain and repay the facility placing the Same in accordance with the sP ec,6!ATOMS Provided in:fpplirahon dated heretofore approved by The Railroad's Flcg,onal Manay-r Engineering. Jaarry �eI Parm,ttea shall fill In the excavilMn, and re:fere the surface of the ground to its Previous condition asrbyen to the APProval of the SuPerrntefvlenf of The olvision of Railroad upon which the fecif,ty n located.f,sid Sulerrintendare shall have 54 ABURLINGTON NORTHERN RAILROAD Rfx,m 1018 INDUSTRIAL DEVELOPMENT AND 176 Easy Fihh Srm[ PROPERTY MANAGEMENT DEPARTMENT SI Paul, M.nnmta 55101 Telenhnne(612) 29F 2121 November 27, 1981 Re: Station: Renton, Washingto,. Permit : 23t,001 Date : July 1981 Purpose: 12-1,.cn watrr pipeline crossing City of Renton City Municipai Building 200 Mill Avenue South Renton, Washington 98055 Gentlemen: The executed duplicate copy of the above agreement is attached for the City Of Renton's record. Very truly- ours, J• W. Recktenwald / Lease Representative Attachment BUR!INGTON NORTHERN RAILROAD R,Mtm 1018 116 F+ ,t Fdth Street ni!.F:';0 A L')F V E LOPMF N T AND St,Paul.Mtnrteuma b5101 - MANAGEMENT PEPARTMENT Telephone1612)298.2121 October 14, 1991 Re: Station: Renton, Washington Permit: 238,001 Date: July 1 , 1981 Purpose: 12-inch water pipeline crossing Rental : $200.00 first 10 yrs . $100.00 each 10 yrs . thereafter k1r. xichard C. Houghton Pubiic Works Director City of Renton City Municipal Building 200 Mill Avenue South Renton, WA 98055 bear M1 . Houghton: Please refer to our letter of August 20, 1981 , wherein we enclosed the above mentioned agreement. of this date, the agreement has not been executed . dill you please return both signed copies of the agreement for execution on behalf of Burlington Northern Railroad Company within the next ten days. icry truly yours, � i / rlX t I J. W. Recktenwald presentat Lease Representative varmnlae .h,ll! 11111 rn the ea<aWRon' eM restore the wtlace of the trouml to 'b prevent ntndtt,on Wblatt to the Hpraeat of tM 0molmn of Railroad upo^whrch the fecd tt m located Sad Supv"Wdent Mau heea §� , �d� G•c!�f 7� . ^f «: r�� r��✓ ���y�»��v e \ � . � Txl . - /® . - . (brl.tlatnon Lapeclmn B Related Ten, } Carlson Construct' 011 ( '011Sult'4111tS, IPC. P.O. a0X 27732 - LAKE CITY STAT10t, SEATTLE, WASHINGTON 56126 3C-2531 PNONI, (206) 3e4.9300 REPORT OF IN-PLACE SOIL DENSITY TESTS Ch New._Campbell Construction Co. Project- arlinggton Woods, Bnore d: Stevens, Renton SmlDescnptien Brown clayey fine sandy silt -- _ Max. Dr 112.3 13.5 Y Densa y- Iht.,'cu. fl. OPhmum Moistwe-_,- -. a Method of Tut-- sand cone--_-' +]• I TEST LOCATION ILi1i Iiub IN-PL.)CC OINS,,v x xb. M)1Wl IL//./Lv.Ld l4M Y.i rigx 6114/8 1 Re at loeed water mein at northeast prRL:ert•1 �• 15.0 1_ 7j.8 10�.6 95•B _corner at 22.Li-vree ante vend of�i�e_ _ 6 1 B2 - Relocated water maLn at northeast ro crt__ J _ y _ 14. 124-41 108.lx 1 96.5 at 4t d6gree an ke bend of i — I — —+ ----- ----j-- --I— 1— -- _t I Retnmks _, • egta.,�er_formed_st_bottom yradc.,_of throat b'.pcks -' CARLSQt/ CO(N�STR TION�CONSULTANTS tarn N. 4 2,610 CITY OF RE'NTON WATER DEPARTMENT Pressure Test o Purification Test Form PROJECT NO. l NAME OF PROJECTn-�y } 1 PRESSURE TEST TAKEN BY - ON AT A PRESSURE OF PSI, FOR MIN' TEST ACCEPTED ON PURIFICATION TEST TAKEN 8 ON --rf` PURIFICATION TEST RESULT SAMPLE •1 SAMPLE 12 SAMPLE 03 REMARKS: _ — Pcui 142 (Txvisef 1-12-61) (s yr in duplicate; one cor" to be returned to Bni141og Department; tad copy for your file.) Landscaping DATE APRIL 16, 1982 _ Buildingg TO: Design Lngineering Division / FINAL iNSPECTION Utility Engineering Division ►/ Traffic Engineering Division Firs Departuut P110ii: Building Department SUBJECT: CHG INTERNATIONAL, INC. Permit No. 8-7849 511 S.W. 5TH COURT Type Business CONDOMINIUM (BLDG. M5) The subject project is nearing completion. Plesse investigate your area of responsibility end indicate below either your acceptance or corrections necessary in order that a Certificate of Occupancy may be Issued. ��� 4�3o�gt TO: _-n wilding Depaitarot � DATE This project is approved by this department subject to the following corrections: AI-4 NO dLS of Asif DO YOU HAVE AMY OWNCTION TO ISSUANCE 01P T00'ORARY CFBTIIICATE OF OCCUPANNCCT?? NO L] YES (', �� Authorired Bigoature COMPLETE LAND PLANNING SERVICE Y Serving the Pacific Northwest 0 1 OUR PLEDGE - Co vmm,uu,Fulf fl~,of ou,P,o1m*. ml ObI10811 s IMF' July 1, 1982 city of Renton Engineering Departmentz Renton City Nall Renton, Washington 98255 ATM: Don Monaghan REz Earlington Woods As-buil.ts Dear Mr. Monaghan: The legal descriptions for the sanitary sewer and storm sever as"- m. nts were written using the center point of the catch basins and manholes as the turning p•_s.ts in the legals. The catch basins and manholes were field located, and their coordinates put into our cmputor file for this job. Ti,c bear4n99 and distances in the legal descriptions go from center point of center point alonq the sewer course, according too inverses between these coordinates. Shculd you have further question regarding location of these easements, please contact me. `+�, ( �• Sincerely, 'Y r 7 Ly1d E. lox �o 99 k LAilo �•x ^'TORN 142 (Revised 1-12-81) (Sent in duplicate; one copy to be returned to Building Department; 2nd copy for your file.) DAYS f';LY ll. 1vH2 _ TO: Design Engineering Division Utility Engineering Division RE-INSPECTION Traffic Engineering Division PLEASE RETUPJ1 WITHIN 7 ,AYS Fire Department FROM; Building Department ShAJEC7: CNO INTERNATIONAL INC. Permit No. A-7949 611 S.W. Sth COURT 6 701 S.W. Sth COURT � I}pa Business 1">NpgMINIUM PU D The subject project 1a nearing completion. Please investigate your area of responsibility and indicate below either your acceptsoce or corrections necessary in order that a Certificate of OCcupancY may be issued. TO: Building Department DATE -^TiJ4 FROM: T/L .ENG/AJEE,e,,v- '-`--r--+ - This project is approved by this department subject to the following corrections: ��if177,& I _�P,�yvi�€ �1�cc7ea7E -4S - 8ui�7 D�✓6z a�Rd S. C 4 I , �J�{ �/ lam_ •�_irbr-- DO YOU RAVE �}RELT1110—1 AMCE � .4 /�� OF IEWOR"Y CERTIFICATE OF OCCUPANCYt / f � le No YES Authorirad Sigeatur• _ ,47) 1//4P7- M114f11,14 , X )M '7A-N`77.desS7a 6W.✓/fAl SPEED LETTER • - C 1 L./ / TO: 1- Al K /1 C2 /1 Vt A DATE:`_ 1 O L PROJECT:_ - SUBJECT:__ A j f A Al I T 7 " g r v c k w FAC rj 7 2 ti (3 7 A Lf CC( 29�_____ ir K_ li. 4 /ilAyC /3 oil . �iCls[�u tQ—.-__Lz4 ft___ q e4T — ---- —.._ I 8, .. CITY OF RENTON WATER DEPARTMENT II '1 Pressur. Test s Purification Test Form PROJECT NO, J NAME Or PROJECT: �Ir ;n o Woo)S�npo%.,lee) S!/a //,N/., W "). PRESSURE TEST TAKEN BY (�,/l ('y/66„a ON Z AT A PRESSURE OF 300 _PSI, FOR /S MINUTES TEST ACCEPTED ON Q PURIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE NI SAMPLE B2 SAMPLE N; PRESSURE COMPUll! AND PURITY COMPLETE a No connections to mains or meter permits issued until above box is checked by Inspector. REMARKS: * I,L�rr ('hr /e lot wr�� jt Y OF Rp ti �� z PUBLIC WORKS DEPARTMENT GM DES�Gr�iuT�t ;iv ENGINEERING • 235-2631 n $ MUNICIPAL BUIt OINO 200 MILL AVE.BO. RENTON.WASH,BBOSs 090 Pe. BARBARA Y. SHINPOCH MAYOR ulJ e. wA - 3?3 rAV 'dr Z gc,.6c." ? 1 �JYtL/ 9g003 Dear 31rs: We are in the process of compiling data for our 1982 Annual Utility Report. ed Project constructed The utilities Installed 1980, 1981er the and/orsbove 1982.re1triscimperative theeutility lines and completed in 1980 be "taken into plant" by Bill of Sale and all the easements recorded before the end of 1982. In checking our files for your project, we find the following requirements missing or incomplete. 1. Bill of Sale 2. Easements 3. Cost Data and Inventory 4. other • -' ar�Gt Please cpmplete the above equlrements within 30 days of the above date. We ve enclosed typical samples and blank forme to aid you in completing e paper work. If you have any questions concerning this matter, please do not hesitate to call this office. Very truly yours, pc y ©-11 Ronald L. Olsen AB:cYd Utility Engineer Attachments e , CITY OF RENTON WATER DEPARIVENT Pressure Test & Purificati..i Test Form PROJECT NO. NAME OF PROJECT oLZ - 1. PRESSURE TEST TAKEN BY G� .]/II�L�P` ON �— AT A PRESSURE OF ZST PSI, FOR TEST ACCEPTED ON -77 2 PURIFICATION TEST TAKEN BY__ O% PURIFICATION TEST RESULTS, SAMPLE 01 SAMPLE 02 SAMPLE e3 ,V 1 REF:ARKS: ev 4 Z4- h G;. tq K T. � r/ DG /OCcT1`i`e.7 y 1 / V i ' 1gyN�y• 4 v y a WILSEY Planning ' `"aka °r r>> 'iP i fv�f t!(i�f1TG_C Enwelwsar Anat"A Central Park boiduy _ 19W 1121h Avenue N E BELLrVUE WASHINGTO N 9600a - (206)4-A-3297 { GENTLEMEN WE ARE SENDING YOU Attached Under wmate COVef ma—_ _----the following itemaf Shop drawings Prints Plans C SempMs t SpaCificatlons Copy of letter Change Change order COWS OATE _ NO tl(F SCalunrlN --- It THESE ARE TRANSMITTED as checked below for approval Approved as submnteri Resuhmit coptes for awroval `l. For your use Approved as noted Submit ____ _topics for distributive, A$ requester) Returned for conectiom Return_. __currected prmlt for ,?view and commentFOR BIDS BIDS DUE 19 "PCJTS RETURNED AFTEfJ COAL: VJ REMARKS— rhL.-,fVfhrif !+�.�/__lr. i 1Dn_ d�^ tit, ;� -• �yX� e� 1f( `. _ Laic __�( .,+iff�s _t�.'�1�-4Je.�-- .r � 'r�_.1.-.._.��{.C�(7 '"i.T✓!1�[:/i �,��'���{.-_i�.. f-lu - COPY Lr -���-• �k�, .� ry W-R4- EMbanrnentel Anelyw 1980iAoI,,,,.,, 12 ; BELLEVUE WASHING TON IN(YM (206)454 3250 " - _ To _ Rbu Ql$�On _ •' GENTLEMEN: WE ARE SENDING YOU �Attachen Under separate cover via_ . the 10IIOWIng Items '+- aY Shop drawings Pants �( Plans Sami _; Speodmatlons Copy of letter Change order . . _...--- COPIES DATE NO I DEBLW P110N s5!f terlr .r wis _ THESE ARE TRANSMITTED as checked below. For approval Approved as submitted Resubmit- ---copies frr approval For your use Approved as note SubmIt___coples for distribution As requested Returned for corrections Return_.___._correct.d priors For renew and comment --- - - - — .- - FORR,EB!DS DIIF __. —.._,..__._ 19 - PRINTS RETURNED AFTER LOAN TO US REMARKS.._... _ Y Id S'IA�f$L15 P � _s S te ft1- --�tAC+"---ivs COPY TO a—�-�.r1-....r•. ' ii�_.-�� ,.5v.—..r.�r ,-....a... _ r• �-. r..r.___Y•r. -._rS�. _ _..an.�._— ram. . _. __ Y_wr_ ____y'. _ _ -__ -- ra -___. City of Renton, Utility Dept. PRESSURE TEST FORM '.inter Project _ _ q Name of Project -�— on ken by -� —,ram minutes. This CeSC Wd5 Cd a,--^ P51 , for At a pressure of �---!/ on ------..-- -Fat led" The t'st on '��/} "Passed" Comments: �- J �1q� .15' �rtec.c l7lcn, Sly AP CITY OF RENTON WATER DEPARTMENT 7/I ressure Test B Purification Test Form PRESSURE TEST TAKEN BY 0,1�-- AT A PRESSURE OF PSI, FOR MIN. TEST ACCEPTED ON PURIFICATION TEST TAKEN By.T ._ PURIFICATION TEST RESULTS, SAMPLE Ni SAMPLE M2 SAMPLE s3 REMARKS: .t :- A l I r n Mi714w0YY�kgla�r.�f.7�Me , City of Renton, Utility Dept. PRESSURE TEST FORM Water Pr _-�� oiect .�� ,=�._ Nam. of Project � r r'» This test was taken G�ff- t _ on e-7 At a pressure of / _ PSI , for /r' minutes. The test "Failed" cn "Pas sseed„"�/ L� on Comments: f/_"Fl.� - v y CITY OF RENTON WATFR DEPARTMENT r Pressure Test 6 Purification Test Form PROJECT N0. W )34 W.O. 3?.5 7) �,/ ..p NAME OF PROJECT �., �) c f .��r %`A!' G �7' -11t PRESSURE TEST TAKEN BY ON AT A PRESSURE OF PSI, FOR MIN. ,'TEST ACCEPTED ON c h r J / [r PURIFICATION TEST TAKEN BY !p.• ia: ON `//i y/,�'% PURIFICATION TEST RESULTS, SAMPLE MI !_b6 i Any+ /A T/P Folt SAMPLE 02 SAMPLE 45 REMARKS:S� Clove y=. -- p, City of Renton, Utility Dept. / PRESSURE TEST FORM Wate Froject G•�S�? Name of Project i This t!st was taken by��'. - a_:fy o on F r" At a P -essure of PSI , for minutes. The te, t "Failed" on "Passed" on Comments: l,.✓�r✓ -7-� ._____----��._mod s.c �- \At, p, 3y53 GG Ln 51 Ay;'A ITY OF RENTON WATER DEPARTMENT sure Test & Purification Test Form NAME OF YRUJ PRESSURE TEST TAKEN BY ON AT A PRESSURE OF `-- PSI, FOR -"" MIN. TEST ACCEPTED ON -- •--_ PURIFICATION TEST TAKEN BY % � .,� ON CI "� -,F' _ PURIFICATION TEST RESULTS, SAMPLE 01 S YY^'J SAMPLE 02 SAMPLE 03 _ RFk1kRKS:— C72 Q 1981 Pc'/rvvc !t ci o � Un/ 4 a►IIMIa14r�w.„,�_.�!nrearcr,,,•,,. . sa,•.. -,. CITY OF RENTON WATER DEPARTMENT assure Test 8 Purification Test Form AAL Iw KDC, "BESSURE TEST TAKEN BY ON AT A PRESSURE OF PSI, FOR .MIN. TEST ACCEPTED ON PUkIFICATION TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE: 17 SAMPLE w2 ,:AI, JW t�i,L:1Lli O�S w�jssAr r''� SAMPLE 03 l Af, 4,6C,E029y, �l REMARKS:_` 5A /+.G/11 t IY i e 14 1. y,A .- 0, 3 y S3 40 So cloaca Pcc, arl CITY OF RENTON WATER DEPARTMENT /y_ p7 / Pres ure Test B Purification Test Fora �,I.-so / SL .m Pulhrc c'0.4 040S PROJEC i NO. "- KAME OF VROJECT/_.9 r PRESSURE TEST TAKEN BY ON AT A PRESSURE OF PSI. FOR TEST ACCEPTED ON 1 III f PURIFICATION TEST TARN SY ! (0m)N PURIFICATION TEST RESULTS, SAMPLE sl SAMPLE NZ �•: y.Yy�,.G' j1/G „?.t4, _ ? SAMPLE •3 REMARKS: 1 OCT t"7 2 g r: Mr. Rick Heath December 10, 1981 Page 2 The above mentioned problems remain to be corrected or solved prior to final acceptance by the City of Renton. If you have anv questions regardintt this matter, please call us at 235-2631. Very truly yourss. +r Ser shaver construction Inspector :ckd e cc- Campbell Construction Co. 2702 50th N.E. Tacoma WA 98422 ✓File: NW-534 OF k,. PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 111 235-2631 0 $ MUNICIPAL BUILDING 200 MILL AVE. tO. RENTON,WASH.911M 9p b 1rf0 SEVt£ BARBARA Y. SHINPOCH December 10, 1981 MAYOR CF 6 CHG Associates One C.H.C. Plaza 333rd Street Federal Way WA 98003 Attention: Mr. Rick Heath Subject: Earlington Woods (Sunpointe) Gentleme,: The underground utilities on the above referenced project have been con- structed per specification, tested, and placed in operation. Minor adjustments and additions, which include valve stem risers, hydrant extensions, hydrant guard posts, and valve markers as deemed necessary at such time as parking lot grades have been permanently determined and paving is complete, remain to be accomplished to complete these inprove- ments. Sanitary sewer and storm drain manholes in Hardy Avenue S.W. between the railroad and S.W. Sth Place will require grade adjustment. A permanent pavement patch in the north end of the parking lot north of S.W. 7th Street on the waterma. i easement will be required. The twelve inch watermaln in the easement between Maple S.W. and Stevens Ave. S.W., south of S.W. 4th Place was constructed according to plan. Rubsequently, fiil material has Lc-un deposited in this area which exceeds the maximum amount of cover allowed on the watermain. In addition, rock retaining walls have been constructed over the top of the watermafn. The utility engineering office has informed me that before any more water meters are issued within the project, that they must be in receipt of the as-built drawings, bills of sale, completed utility easements and the cost data breakdown for sanitary, storm and water lines. y� r; !' Lfl order t€CT: i C;-fl! FV, j DATE' PAGE: ( OF I j Y%'�I�:�'IG• GrrL2.!ILi�'�' � lf��'..•�p i 1' ' tore'-.�t� ff + �� 1 � .-'+r.;r!• albs t �� � ! i�,�,mot. � •_ � � 1 - �[., ee> f 1 s�4 4 AC�AME. 4w April 14. 7982 7 . : Mr. Ron Olson L Dept. of Public Works yo` Municipal Building 200 Mill Avenue South Renton, Washington 98055 S RE: Relocation of 3/4" water meter to Recreation Buildinq at Sunoointe Dear Mr. Olson: �y.r* Please relocate the water meter which suoplies the recreation building to the adjacent parking island. Relocation is necessary in order to have meter placement appropriate to code, lower and install reouired tot lot, irrigation mainline and complete landscape work. e A schematic is attached showing desired location and elevations. k We will need a date for work to be perfomed as domestic line is to be lowered at the same time. Our backhce will be available for ,your needs. �,,... We need a deposit price in order to + work. Process a check for this Thank you for 'f Your assistance. Sincerely, CF/CHE ASsociates . Randall Pctter Director CHG Planninq P. Design RP:dk enclosure .At A JOINT VENTURE OF CADILLAC FAIRVIEW WASHINGTON $ C}#G INTERNATIONAL INC. ONE CHG PLA/A FEEXRAL WAY. WASHIN(,7ON 9BIXId 20(ra INTERNATIONAL I01i 927,8(Xx) •� ♦s UTILITIES CITY OF WORK ORDER - DISTRIBUTION DEPARTMENT 4107 _ RENTON /I�,�/ \^, (/� PROJECT NO.___Cl.�__4.'3 4 'y/ X/p") AATX._` ��LiNG �K N DATE_` l y 19 Fx PROJECT NAME____,:-` e--G< n' e�--OuLd --- FUNCTION OR D`ESC-RIPTION OF PROJECT PAS•' F�OtYI fFX/tT, _ �L9T/11�—Scf1�[159_C711e�—Ls�le41�� ,4-L6&E- 47- RY CITY FORCES ❑ �CONTRACT IF CONTRACT NO. 17a rOGC OF /d4 , CONT. DR's NAME G r#-6 -._. p CONTRACTOR'S ADDRESS eAw Gfl6 /-TLAZA 2�� ESTIMATED COST J0 ae_ J/ �ZtL-FuNon+c sown _--AC7YIu cOs1 / —"�' AGREEMENTS O 1F SO, A,' S►ECIAL BILLING Ly' IF SO, alk--P�- rya9- ""a-c,uaa, COMPLETED_ --' i A►►ROVED RY rb ----- L/wrc Lyle E. Fox g d!b/a LeRoy Surveyors P 0 Box Tao 301 2nd Ave. NE Suite A PUYALLUP, WASHINGTON 98373 - ONf[ Ph"A48-6608 (fT1[N t,O Aon Olson TO Cif of Menton t' r.ri+n4tQ ,leslrz,alaa� WE ARE SENDING YOU Attached Under ssporais cover yia following items' Ci Skip drawings ❑ Prints i" Plans ❑ S"wift o Specifications Q Copy of latter n Change order I coevss *ATE se -- .— .._ �. _.._ gfeCRlAIdR r 1 Original myler - sheet 1 of 7 of water plane_ THESE ARE TRANSMITTED es checked below: For approva! Approved as submitted ,.:i Resubmit .copies for apprwai For your use Approved as noted r2 Submit_,—c— op!es for distrJadmn '— As requested Returned fcr corrections C Return_—corracted punts :. For review and camme t X FOR BIDS DUE _ 19 C PRINTS RETURNED AFTER LOAN To US REMARK COPY TO_AZL _ AW,IMI •NrwF, . � r • w f.f H! •s,r Yt 41 MIr roIAY ♦//�,Y -� a' / '�• - nnf1� JOHNSON-RPAUNU " M51GlVGROl1PQSINC [LIE71rM 304 MAIN AVENUE SOUTH,SUITE 200 RENTON. WASHINGTON 98055 _ Lpti�t,, RENTON 271.7200 SEATTEE 623-5732 „&27�12 -t- To �-Mc__Roa -__,_Cites of Renton GENTLEMEN: rF":> 7,V. WE ARE SENDING YOU X Attached Under separate cover via_.__ t_ Shop drawings I Prints Plans ------ C SAntplas T'1 apecifi;;,tiorw ❑ Copy of letter C Change order i CDIIES - — ____ DEBCetFT10N y -^ ' I St 1 Prelimina SS._Easement - I E 1 P�IminWater Easement —�- -- - `-.._ -.- __! — ------ 2 stsea PEasement Drawin _ - - THESE ARE TRANSMITTED as checked be�ow. For approval Approved as subr 1 Zesubmit._,copies for approv„1 K- For your use Approved as note,: Submit---copies for dlstribuhnn K As requested Returned for corrections Return __CO//eCtld For renew and comment '� FOR BIDS DUE _19__— i_, PRINTS RETURNED AFTER LOAN TO is REMARKS_.._._—.__—.._.— COPY s'GNED: Greg A. Diener, P.E. ry..,,.rL•.c•u;i Ir urtlorurb m rqr a nob,1, Rm/ry nnlrlY ut p wrw V OWN L' 'F BURUNGTON NORTHERN Rcmn1 1018 176 East Fifth Sims[ INDUSTRIAL DEVELOPMENT. AND St. Rout,Minnesota 65101 PROPERTY MANAGEMENT DEPARTMENT Telep::ore(612)208-2121 �p ram( June 23, 1981 ( , Re: Station: Renton, WA �J Permit: 23d,001 ,( I, Date: 7-1-81 \O Purpose: 12-inch water Pipeline langitudinal and crossing Rental: m000.00 P.A. City of Renton 200 Mill Avenue Soutn - (City :Iunicipal Building) 4 Renton, NA 98055 #+ Gentlemen: 4 In accordance with your application, we are pleased to �rclose in duplicate tue above mentioned agreement. Both copies of the agreement most be executed by the Mayo, +� attested by the City Clerk and returned for execution on behalf of Burlington :verthern Railroad Company. One fully - Ak executed copy will be returned to you for your record. (rill you also kindly forward your chef , made payable to W Burlington ;Nortaern Railroad Company to cover the rental as specified in the agreement. _ Very truly yours, .� . Recktenwald , .: Lease Representative .Y ` 9 y"3 £i4 1' w l TEMPORARY AGREEMENT COVERING ADVANCE /,BURLINGTON RIGHT OF ENTRY AND OCCUPANCY OF BURLINGTON NORTHERN '.NC. PROPERTY '"`r, K NORTHERN INC. (hereinafter called "Railroad"), hereby grants per. mission to City of Renton, 200 Mill Ave. So. , Renton, Wa 98055 hereinafter called "Permittee". to enter upon its property for the purpose of construction of 12 inch water pipeline ivered by permit 238001. Roadmaster L. A. Parker 625-6462 to be r10tified at least 48 hours in advance of _ctual entry, at Renton, Washington In consideration of permission given the Permittee by Railroad as outlineD ve pending , issuance of a formal lease, permit or license, the Permittee hereby agrees to indemnify and hold harmless Railroad from and against and defend Railroad from and against any and all claims, loss. co,tt, suits or dama3es arising out of injuries to or death of any and all persons whomsoever, including, but not limited to, the parties hereto, their agents and employees, or damage to property to whomsoever belonging, including property owned by or in the care, custody and control of either Permittee or of Railroad, in any manner connected with or resulting from, either directly or inohectly, the occupancy ar.d use of Railroad's said property by the Permittee, its employees, agen contractors or subcontractors and their employees, regardless of whether or not such injury, death or property damage may have been caused or contributed to by the negligence of the Railroad, its agents or employees. This agreement shall be and remain in full force and effect uoul such time as a formal lease, permit or 5cense s ent_red 1n.0 by and bet Na,in Ire parties hereto ' :ring occupancy of the property of Railroad hereby permitted. The Permittee agrees to execute such forma, lease, permit or license p�omptly upon its being presented 'u it by Railroad; however, execution thereof shall not operate to absolve the Permittee of any liability asumed and incurred by it hereunder. IN WITNESS WHEREOF, the parties have executed thh agreement in duplicate this L—_day of 19 J' . BURLINGTON NORTHERN INC. t dye.—.K— /1�.J D W,I�On Suq„nlrnaMl W�tresses: eMT,nN 4 rn.-n �stgs a r� r City ()f Renton, Utility Dept. PRESSURE TEST FORM 'dater Project Name of Project This test was taken by At pressure of .- I" � on i or /�' The test "Fa. - minutes. "Passed" -" -- Comments: t r P .. h oW Ilk n: k1 V r r r t fps` ' \ - 1115 FS AQp.,ne oat ! i , `'Nr'A'ihi:OnMG;FM1'eR s2757% , � t v � y ` ja m I' , tr ,�. 4' S fA BURLINGTON NORTHERN Rr�om 1010 176 East Fifth Street INDUSTRIAL DEVELOPMENT AND St.Paul,Minnesota 55101 PROPERTY MANAGEMENT 1fEPARTMENT Telephone(612)298-2121 r Mr. Richard C. Houghton June 23, 1981 Acting Public Works Director City of Renton 200 Mill Avenue South Renton, WA 98055 Dear Mr. Houghton: Please refer to the City's applications dated May 27, 1981 , to Install a 12-inch water pipeline and an 8-inch -unitary sewer pipeline crossing beneath the Railroad Company's Bridge No. 11 .5 nea iton, Washington, and within the confines of Hardie (Edwords) Avenue. These i ,stallations will be made within the confines of a public street, therefore the City may proceed to install these pipelines without a formal written ogeement. We do request, however, that notice be given our Division Superintendent, Mr. G. W. Saylor, Burlington Northern Railroad Company, 303 South Jackson Street. Seattle, Washington o8104, telephone (206) 625-9232, at least 48 hours prior to commencement of the construction in order that he mad provide any protections necessary during installation. Attached are prints indicating the areas of these crossings. Very truly yours, . Recktenwold Lease Representative Attach. P62 0. 00 181. 17 11. 00 73. 74 263 0. 00 ISO. 9Q 20. 00 69. 76_ ON, 264 0. 00 181. 00 20. 00 - 69. 77 265 0. 00 160. 33 19. 00 69. 91 - _ 266 0 00 180. 16 20, 00 69. 40 267 0, 00 189. 90 20. 00 73. 62 268 0. 00 182 02 20. 00 i0. 21 269 0, 00 182. 02 20. 00 70. 21 _ . ..-. ...._. 270 0. 00 182. 02 20. 00 70. 21 P71 0. 00 182. 02 20. 00 70. 21 272 0. 00 184. 00 165. 00 8. 23 db 273 0. 00 177. 70 -_ -- - 274 0. 00 167. 53 28, 00 60. 46 875 0. 00 145. 65 20. 00 54. 45 411, 276 33. 50 136. 77 30. 00 46. 27 277 33. 50 136, 80 32. 00--- .-'- __. 45._41-___, - 278 33. 50 123. 46 59. 00 27. 43 279 33. 50 123. 49 59. 00 27. 95411, __ _ 280 33. 50 123. 57 62, 00 26. 68 2E*1 33, 50 123. 46 62. 00 _ 26. 63_ db 802 33, 50 123. 48 62. 00 - 26 A4. 283 33. 50 123. 49 62. 00_ . 26. .j 284 0. 00 123, 46 62. Od 26. 63 db 285 0. 00 123 46 62. 00 26, 63 266 0 00 123. 47 62, 00 AA- 2g7 1800. 00 104. 99 32. 00 1. 63 28B 1800. 00 117. 05 32. 06-'--- 36. 85" ` P89 1800. 00 123. 95 - - _ `39_.8S 0 THE RELATIVE CHANGE IN FLOWRATE FROM THE PREVIOUS TRIAL '0.00227__�.__: d ELM 267 0. 00 190. 53 20. 00 73 9u 268 0. 00 184. 94 20. 00 - - 71. 47 269 0. 00 184, 94 20. 00 71. 47 270 0. 60 184. 94 20. 00 71. 47 271_ ___0. 00 184. 94 20. 00 71, 47 - 272 � 0. 00 _ 186. 92 165. 00 9. 50 _,,_ 0. 00 181. 10 274 _ 0. 00 - 172. 73 28. 00 62. 71 275 0. 00 _ 154. 78 _ 20. 00 58. 41 � 276 33. 30 147. 31 - 30. 00 50, 92 277_ 33_50147, 52 _ 32. ()0 . 50,.06 _ 278 33. 50 136. 98 59. 00 33. 75 279 _ _ _._33. 50 137. 00 59. 00 33. 80 280 33. 50 137. 05 62. 00 32. 52 261 ___33. 50 _ _ 125. 68 62. 00 27, 60 282 - -- -33. 50 - 127, 12 62. 00 28. 22 283 _33. 50 ____._,_129. 06 62. 00 _. _ 06 -- - - _ 284 iS00. 00 121. 43 62. 00 25. 79� 285 1600 00 _ 125. 54 62. 00 27. 53 286 0.00 125. 55 62. 00 27. 54 287 _ 1600. 00 115. 99 62. 00 23. 40 0 THE RELATIVE CHANGE IN FLOWRATE FROM- THE PRCiVTOVS TRIAL 0, 00192 _ _, _ Litt' of Renton, Utility Dept. PRESSURE TEST FORM 'dater Project ¢ Name of Projec This test was taken by on At a pressure of (/ PSi , for The test "Failed" on minutes. "Passed" or. Comments: -----/U��1"'�_ Al City of Renton, Utility Dept. PRESSURE TEST FORM 'dater Project ' Name of Project ) This test was taken by i , _ on At a pressure of _ PS 1 , for Tte test "Failed" on "Passed" /_ on (Ott L `yu/6r C AQInnInnN''t�Tipp��� ''// (yJ OIDS fear e+re a r �bxnwTEp t {ivf1AT 170 rV INifn10 TZ 1 ST,u F- 2 r _._. --- N 4. y 3 ye C � ��l pf24: j-�—z�1f N7S 1pNPtETCO �` ----,•.—..--[�`'I[c7tu.. aK _ 4 TlEnIC( R(itu fjo-- 7^ ---- UNrIIt •tl TESTS ry GaessNif -fSr Ck 7 HyoaAm; rlwocs Ok i ✓ALVj +ra�rf` zy Fat ilw,r.ar ua(ucS — B• Ueun waa,--- i ems-..-_s_e - Err_a(s(avS NARe)✓q.6 ¢IAC' -- �li+.l�w:t lJ+I Ok n��� +7C— o IN A t svx[7 �0 a5. P.ICi� (�C7kInC0 BY (:h2, TF.Ep ._ i�l.f✓ bV(.�C2 INVc3 (ry SIW r f tS CIM. IrlS7ACCC� IM 0"!6.(Q J F;Ml F,E e+'Wff* r I.. res I}YrSUATro+( — S.) rif" 6w ;S wnZetirj,t/icC`S '7 _ 4P �fE7nfG uyiN &:Yd RlB.CM Ito - UL"- 17 ICAJCArtwv - `° Rnc lkwr tro.r r�c5 NKK Yor l5 R.0 C'Wos> - .-- sy-.in .n 2t.=_A'a -- °L� rtccl =>reE� c«r ,p.�,K—,—zvss�r 23 AeCaa 4G,c!", %wrr Ir ta- [ r -. V (o It" WATER AND SEWER PROJECTS PRESENTLY UNDER CONSTRUCTION IN THE CITY OF RENTON WATER PROJECT M W-j-3¢ SEWER PROJECT DATg WATER PROJECT TITLET !IQTP�7 �jJ .- r PRO.IECT LOCATIONG�i><lyr/�/, DEY..LOPER // ADDRESS 4 PHONE- 9.27-k/b -:39-1aQQ EMERGENCY pu y L, -7 PHONE Dom! 1-� � [ _ CONTRACTOR , 141 Aez G c'r-,.f ADDRESS :G' Ii/� p T�'jClJeL9 �3 PHONE 6.3 -0 SO � "7L" `t" t' d - 9 3 ~ �r s , _ EMERGENCY PHONE i FORE K4N e5FGy PHONE f Z" 7 2, �7 lJ , EMERGENCY ��dd.. PHONE S,r/�/f (_ -Y fir/ City of Renton inspector Other Innoec7:or � A ,r by City of Renton, Utility Dept. PRESSURE TEST FORM Water Project Name of ProjectjJ�fl,�. This test was taken by C/ on 7^/ -�" At a pressure 01 ;Z, j p51, for �'� - Z-'` minutes. The test "Failed" --- On "Passed" on ' +?••, t°n ��_..�:._ �� ) � Ili `����� o f. t WILSEY 3 HAM, INC. E »" An. .^� Cer"Park&A*V 19W It2ai Auep rr N E BELLEVUE,WASHI NGTON 590Ut 12061451-3250 TO A LYE 1 /1�r__,-/__-----.. f GENTLEMEN: Ii WE ARE SE.IDING YUU / Attached Under separate cover irq - _ the Following Items Shcp drawwg'. Prints f,7, Plana ❑ Samples Specifications Copy of Ictler Change order COMeE DATE r�f7t ._ l it 11 THESE ARE. TRANSMITTED as rhecFed below '/. For approval Approved as submitted Resubmit.__. _copies for approval For your use rApproved as noted Submit_--__copies for distribution As requested Returned for corrections Return_.. _.. corrected prints For renew and comment r FORBIDS DUE 19 PRJNTS RETURNED AFTER LOAN TO US REMARKS_.-. _ I&t--__._ .. __,.__- , ___-_, - -- r COPY TO-. . ,s / SIGNED i I SUNPOINTE (EARLINGTON WOODS) W-534 i I CL 1 �/ wx > .�-fir•• '� ' � 'c , ol 10 Vr L Of 10 10 /11 a / id If It 7 •n 'n'� n.yyyy i / m MISS Aar / II •O iRl Yh ! 1� i• u u a r .,p�0 � (/� � aD h •Y � � ' > ,!j •q„4� I 2 � iv � 2 r. yo�p�a•NR,� cc t 0: Ff. 1 I 1 alr Existing Land Use The surrounding area is primarily a mixture of commercial and single family } residential and undeveloped areas, as indicated on Figure . Directly east of the site is the Renton Shopping Center, and to the north is a mix- ^„ ture of commercial and single family uses with some multi-family. The site itself contains large portions of undeveloped land with a few sirgle-family y. residences. A small boat-manufacturing operation is located at the southern- most edge of the site. The railroad track and Earlington Industrial Park are located directly south of the site, and the Earlington Golf Course is ' to the southwest. Environmental Impact ' The proposed development will directly impact the land use only within the project boundaries, but could have ind rest impacts on other land and land f uses in the general site vicinity. v Approval of th, Planned Unit Development proposal will allow conversion of the vacant, 10-acre Parcel A to retail and office or similar commmercial uses. These uses will be compatible with existing and future land uses to the north, east and south. The required landscape buffer along the we,t- ern boundary of Parcel A will mitigate potential incompatibilities with the proposed residential uses on the adjacent Parcel B Further insurance of protection for the residential area is provided by common design and development interest in producing a mixed-use Planned Unit Development. Approval of the PUD will allow development of Parcels B and C in multi-family use. About 30 percent of the 36.3 acres will remain undeveloped in natural open space (refer to Figure i for details of the proposed site plan). Five older houses wit'iin the site will be removed. Three houses in the southern portion of the site will remain, as will those adjacent to the, northern site boundaries. All affected single-family prupe^ties will be buffered by the required 50-foot setback and 30-foot-wide landscape] area. The entire project is consistent with the comprehensive plan and will not have significant impacts on the current or anticipated use of any land area beyond the immediate site vicinity. Outside properties which may he influ- enced are the single family lots within and immediately north of the site. The increase in human activity on the site may encourage owners of adjacent land to request rezoning for multi-fa:aily use and to sell or develop their G"8 Q00 r• �..' '1 - 3 B-i � — as' _ Rw , R-3- o �. site R_3 _ ,. . E - R-3 p .. � G R-i� B- I M E T R A P ' /1 %1� % �o\� � Zoning EarliMtonModS figure Planned Unit Development i mitigating measures Street lights will be designed to City requirements and to create an aesthet- ically pleasing im ge in the neighborhood. Retention of as much existing vegetation as possible will help to reduce the impacts of light. and glare. Signs will comply with City ordinances. LAND USE Zoning and Planning Factors The entire site was rezoned by Ordinance #3233, idopted an July 29, 1978. The current zoning is shown on Figure _. A nurber of conditions are placed on the rezone and have been incorporated into the Master Site Plan (see Figure 2). The project site is divided into three distinct parcels. Parcel A (10 acres) was rezoned to B-1, subject to the provision of a land- scape buffer along its westerly boundary. This zoning is consistent with the Comprehensive Land Use Plan. Parcel B was rezoned to R-3 (max. 30 DU/Ac), except that the 150 feet abut- ting R-1 (single family) property was rezoned to R-2 (max. 11 DU/Ac.). Within the R-2, building heights are restricted to 25', building setbacks from R-1 are 50', and within this setback a 30' landscape buffer is required. A landscape buffer/screen is also to be provided adjacent to the railroad k.O.W. Parcel C was rezoned to R-2, except for the westerly 700' which is to be retrined in open space. On the remainder of this parcel only 60 dwelling units are allowed; and a landscape screening buffer and/or berm is required adjacent to the railroad R.O.W. The conditions attached to the rezone also require the project to be developed as a Planned Unit Development with a maximum 528 DU's, along with the provi- sion of an a-^.st-west street access connecting to Hardie Avenue S.W. and { the provision of a major access point on Sunset Boulevard. These conditions establish a lover number of potential dwelling units than that requested at the rezone, as well as that indicated under the "high- density" (60 DU/Ac.) for which the site is designated on the Comprehensive Plan. The provision of the 150' R-2 transition zone from all existing R- 1 "P9 has been the largest factor in reducing the dwelling unit total, along with the substantial open space provision and restrictions on dwelling units (60 maximum) placed on Parcel C. site 30 54L.1�� 4 Noise Measurement Sites Earfiruton figure Planned Unit Development The previously developed grass and shrub areas will be almost entirely elimin- ated. Along with this loss of habitat, most of the associated wildlife species will be lost. The loss of this habitat and associated species will ! be a minor impact as it is common in the area, and relativel; less produc- tive than the habitat to the west. Formally landscaped areas support only a few species, such as robins and house sparrows. An area of forest on the west end, at the top of the cliffs, will he lost. However, this will have a minor impact on the overall habitat as it is along the developed borders of the site and is well separated by distance and eleva- tion from the water bodies. Mitigating Measures ' The preservation of the most productive wildlife habitat (the pond and forest a • at the western end of the site and along the railroad tracks), as proposed, ' will partially mitigate adverse impacts to wildlife. ' NOISE (to be completed) ' LIGHT AND GLARE ' Existing Conditions There are currently five single family homes on the site of the proposed ' development, with interior and exterior residential lighting. There are no street lights currently on the site. ' Environmental Impact The proposed development will replace natural land cover with human Settle- ment features which will add new sources of light in addition to the existing single family homes adjacent to the site. This change will include new artificial street light on tho site itself to satisfy safety and lighting ' requirements and allow for safe circulation within the site. This light will have little effect on the area surrounding the site as it will be of ' street light intensity and close to ground level. The light in critical areas will be either mercury or sodium vapor type which will satisfy basic lighting requirements and localize the light to the site. Illuminated signs on L're; business/commercial portion will be oriented toward the existing business/commercial area to the east. i Mitigating Measures The following items are included in the proposal and will mitigate potential adverse impacts: 1. preservation of natural vegetation on the western portion of the site and along the railroad tracks; 2. preservation of individual trees where possible within the developed areas; and 3. landscaping of all developed areas. WILDLIFE Existing Conditions Information concerning wildlife was collected primarily by several site visits over the past fcjr years. Major habitat types and species observed ` havE been identified. Originally, the site and surrounding area was old-growth, wet, coniferous forest typical of the Puget lowlands throughout the region. The site was logged and subsequently partially developed for residential use many years ago. Some of the developed portions have been abandoned and havr been revege- tated primarily with shrubs and grasses. This habitat supports a variety of songbirds and other wildlife common in partially developed suburban areas. The area also supports a large population of rats. The undeveloped open space on the western portion of the site and much of the slopes along the railroad tracks support mature stands of second-growth deciduous forest. The large forested areas on adjacent properties to the south and west, the availability of water at the pond on the site and across the railroad tracks, and the variety of habitat types (forest, riparian, grassland/shrub, open) combine to make this area a productive wildlife habi- tat. Abundant populations and a wide variety of common species were observed on site visits. There are no rare or endangered species known to exist on the site. The vegetation along the railroad tracks provides a corridor for wildlife movement between portions of the site and the forested area to the west. All land east of the site is fully urbanized. Environmental impact Impacts to wildlife will be a result of loss and deterioration of habitat. Most of the productive habitat along the railroad tracks and on the western portion of the site will be left undisturbed. t VEGETATION Existing Conditions The vegetation analysis for the proposed development was based primarily on several on-site investigations, and supplemented by aerial photography analysis. The basic vegetation coverage is shown on the Existing Conditions Summary Figure 4. The site consists of the following two basic vegetation zones, 1) forested area, and 2) grassland/shrub area. The forested area consists predominately of maple, hawthorne, alder -nd cottonwood trees with a slight to moderate understory of scotch broom, blackberries and assorted species. The grassland/shrub zone consists predominately of open grass areas, blackberries, scotch broom and occasional trees. The eastern two- thirds of the site appears to have been cleared in the past. There are limited concentrations of coniferous trees on this site, which are second or third growth and are generally small. The steep slopes along the western half of the site and along the railroad suppo-t a second growth deciduous forest in a relatively natural condition. The seasonally wet area near the center of the property, mentioned in the ,x WATER section, supports buttercups and rushes. The pond at the western end of the property supports a narrow band of aquatic vegetation and surround- ing riparian vegetation. There are no rare or endangered plant species known to exist on the site. Environmental Impact Vegetation will be removed from all construction areas. The vegetation removed will comprise the grassland shrub areas, the buttercups and rushes in the seasonally wet areas and some of the occasional exotic and native trees throughout the previously developed portions of the site. The relative- ly natural forest and shrub areas on the western portion of the site and along the railroad tracks will be preserved. Where possible, significant trees will be preserve^ in the p-oposed open spaces within the developed area. The developed area will be landscaped as shown in the Site Plan, Figure 2 J storm volume after development and release it at the runoff rate of a ten- year storm before development. Thus, the total volume if runoff will in- crease, but the maximum rate of runoff will remain appro>'imately the same. The existing creek and seasonally wet area near the center of the site would be eliminated. The water from this area will be collected and routed by pipe to the exis_ng culvert. There may be a reduction in the flow rate of this creek since all runoff from developed areas will be collected and routed to the storm water system. The pond at the west end of the property will be left in a natural condition and will not be significantly impacted. Groundwater recharge will be slightly reduced due to the increased imperme- able surfaces. No public water supplies will be drawnfrom the lo•;al ground- • water. Temporary detention facilities will be required during the construction phase of development in order to control potential siltation resulting from erosion. The temporary facilities will be removed upon completion of -on- struction. The City of Renton Public Works Department has suggested consideration of - the alternative of an open drainage ditch along the southern border of the railroad right-of-way across a s•gnificant piece of property not owned by the Sponsor, to the Black River channel. In later stages of design, this option will be pursued in greater detail by the Sponsor with the Public Works Department to determine its feasibility. mitj9atjM Measures The following items are included in the proposal and would minimize or elimi- nate adverse impacts: 1. Collection of storm water runoff in a storm sewer system; 2. Settling basins to remove solids from runoff; n 3. Skimmers to remove petroleum products and floating debris; 4. Detention ponds to eliminate increases in peak runoff rates; 5. Sanitary sewers to protect water quality; and s 6. Temporary detention ponds during constructico unases to collect silt. a; Y yy A_R (to be completed) WATER Existing Conditions Surface water occurs on the site as storm water runoff, creek flow, seasonal wetland and permanent pond. Storm water runoff from the eastern portion of the site drains south, then east where it enters a storm sewer system. Runoff from the western half generally drains south, then enters natural surface water courses off the site which lead to the Dueamish River. A seasonal creek exists on the southern half of the site, approximately aligned with the Earlington Street right-of-way. The creek has cunt a shal- 4 low ravine leading to a six to eight foot waterfall adjacent to the railroad tracks, and then passes under the railroad tracks by culvert. The creek originates in a small, seasonal wetland area located in the center portion of the site. The seasonal wetland is caused by local runoff that collects in this relatively flat area. The vegetation (buttercups, rushes) indicates that there is no permanent surface water at this lo:azion. A permanent pond exists at the western end of the site adjacert to the rail- road tracks. Although it appears that the pond was created when construc- tion of the railroad blocked a watercourse, the pond is now essentially in a natural condition. There is no outlet, and the extensive algae growth indicates stagnancy. Enviroi rental Impact Storm water runoff will increase due to increases in impermeable surfaces. Storm water runoff will be collected by storm sewers, routed through silt traps and oil/water separators and detained on the site before entering the City storm sewer system. The silt traps will remove most solid parti- cles and the oil/water separators will remove petroleum products and other floating materials. These will require periodic maintenance to remain ef- fertive. Nutrients will not be removed, and there will be an increase in rutrients in the runoff as a result of the proposed project. Prior to leaving the site, the runoff will be detained in detention ponds. jThe detention ponds will have the capacity to detain runoff from a ten-year 1 1 The eastern portion and extreme west corner of the site is underlain by an undetermined thickness of alluvium and may include a significant percent- age of organic and/or peat soils. The "Preliminary Geologic Map of Seattle and Vicinity, Washington" by Waldron (1962) states that the "alluvium is chiefly sands and silts but includes clay and paat" and that "south of Renton and Tukwila these sediments are 15 to 25 feet thick and overlie sand and gravel". Some fill is also located in these areas as shown on Figure 4. The soil mantle above the bedrock is predominantly developed from the weather- ed shale, siltatone and sandstone, although local, thin mantles of glacial debris may exist. Exposures of the soil mantle indicate its thickness on the site is rather thin, from about 6 irches to 3 feet, probably having an average thickness of about 2 to 1-1/2 feet. Surface drainage over the a soil mantle is rapid, and accelerated erosion would take place on steeper areas if the soil is denuded of vegetation. Environmental Impact The excavation and grading activities necessary to construct the project will reposition native soil materials and result in overcovering of soils. r With the exception of the organic peat, these materials are suitable for use as fill and backfill when dry and react well to compaction under that condition. Areas of poor drainage will be drained prior to this placement of fill and alteration of the local drainage in these areas will prevent further perching of water. Peat accumulations occurring in locations where n they effect the siting of a building or roadway will either be dug out and filled, or over filled and allowed to settle for a reasonable period of time. Given these soil characteristics, the proposed development has been limited to the Beausite and urban Land series and will maintain in open space those areas within the Woodinville series. There will be a temporary increase in the potential for soil erosion during construction. The potential will be mitigated with proper =onstruction techniques, including temporary detention nonds, silt traps and landscaping upon completion. The project will be planned and engineered to decrease present erosion conditions. During glacial recession, and at decelerating rates to the present, erosion again occurred and drainage patterns further developed. Colluvium deposits slowly formed on the hillsides due to weathering, creep, and landslide activ- ity of the bedrock. Further, stream-formed alluvium deposits accumulated on the valley floors, such as those present within the eastern portion and extreme west corner of the site. Potentially unstable earth a nditions exist on the site in the form of pre- vious slumping along the steep slopes and from abandoned underground mine shafts which underly the western portion of the site. Groundwater was observed seep. ig out of sandstone interbads above siltstone layers exposed on the "bedrock cliffs" at the top of the steep slopes. r Talus debris present at the base of the cliffs indicates that spalling is quite common as an erosion agent. Evidence of at least one older landslide also exists. Environmental Impact Minor topographic changes will occur due to grading and filling du ing con- struction. Further on-site investigations would be conducted prior to con- 1 struction. The potential hazards will be avoided or eliminated with careful planning, design, and construction methods, based on the recommendations of a qualified geotechnical consultant. SOILS 11f10 EROSION Existing Conditions The majority of the project site is within the Beausite Gravelly Sandy Loam and Urban Land series as shown on Figure 4. The Beausite series is made up of well drained sons that are formed from glacial deposits. The Urban rLand series is comprised of soil that has been modified by man. This con- sists predoininantly of fill material or land that has arcommndated develop- ment for a number of years. Both the Beausite and Urban Land series are considered suitable for development. Erosion hazard varies from moderate ! to severe on the Beausite soils depending primarily on slope. J The Woodinville Silt Loam soils occur only on the far southwestern boundary of the property in the proximity of the existing pond; this soil is charac- terized by a seasonal high water table at or near the surface. j Ur Lk w 0% i gpg O� Existing Conditions Summary EarfirgmMocE figure 4._ _ _ — — — — — Planned Unit Development w ei this three hour interval sev+.m o ;y: :• m: ei,hr, uede,Lrianr were observed on Sunset Boulevard. Traffir Volume: Traffic variation, vrekly and ,nonthiy, iS described in Tables — and below. This data was extracted from traffic counts by the Washington State Department of Trans;ortation, and i-, considered to be the average for urban zreas in the Puget Sound region. v, SABLE DAILY VARIATION AS A PERCU, S OF TOTAL WEEKLY TRAFFIC i Day of th_� Wpek Percent of Weekly Total Sunday 14.4 Monday 15.E Tuesday 14.4 Wednesday 14.5 Thursday 13.6 13.6 Friday `3. Satorday Source: Annual Trafr Report, 1977, WaBhingi .r; Department of Transportation. ' TABLE MONTHLY VARIATION AS H PERU:,` 1 OF THE AVERAGE MONTH 1 Month percent of Avera e Mont; } January _ _ - February 0.8; March 9t, April May . y June July August September October November Dec-mber Source: Annual Traffir. RePor*, 1l" 4 Dc:partc,ent of Trar,portet ;n� ;a }} :f TABLE _ HOURLY VARIATION AS A PERCENT OF AVERAGE WEEKDAY TRAFFIC Time Westbound Eastbound ( Midnight - 1 AM 0.62 1.73 1 - 2 0.31 0.98 i 2 - 3 0.23 0.50 3 - 4 0.22 0.29 4 - 5 0.25 0.19 5 - 6 1.10 0.39 6 - 7 5.27 1.40 7 - 8 10.86 3.29 8 - 9 5.92 3.13 9 - 10 4.52 3.E2 10 - 11 6.37 4.48 11 - noon 8.66 5.57 • noon - 1 PM 8.62 5.98 f 1 - 2 6.16 6.15 2 - 3 6.02 6.38 3 - 4 6.65 7.76 4 - 5 7.07 12.33 5 - 6 6.03 11.77 6 - 7 5.05 6.93 7 - 8 3.54 5.12 8 - 9 2.41 3.79 9 - 10 1.73 3.79 10 - 11 1.33 2.58 11 - midnight 1.06 1.85 Source: City of Renton Count Data (3/10/78) Traffic volume variation during the day was extracted from data provided by the City of Renton, and is considered to be typical of major arterials serving the city. The heavy westbound demand during the morning peak hour and the heavy east- bound demand in the evening peak hour suggest that Sunset Boulevard displays chararteristcs of an arterial facility serving the Seattle central business district ar,d the industrial areas of Seattle. The influence of the Renton central business district and the commercial/manufacturing areas in Renton appears to effecL raffic to a lesser degree, which could be due to home- based work trips crossing Renton from neighborhoods not only within, but also surrounding the city. this three hour interval, seven bicycles and eioht pedestrians were observed on Sunset Boulevard. Traffic Volume: Traffic variztion, v.eekly and monthly, is described in Tables and _ below. This data was extracted from traffic counts by the Washington State Department of Transportation, and is considered to be the average for urban areas in the Puget Sound region. TABLE A_ DAILY VARIATION AS A PERCENT i OF TOTAL WEEKLY TRAFFIC y rJ 1 ' Dal of the Week Percent of Weekly Total Sunday 14.4 Monday 15.8 ' Tuesday 14.4 Wednesday 14.5 i Thursday 13.6 Friday 13.6 Sat rday 13.7 Source: Annual Traffic Re,.ort, 1977, Washington State Department of Transportation. f TABLE _ MONTHLY VARIATION AS A P'_RCENT OF THE AVERAGE MONTH Month Percent of Average Month January 0.95 February 0.87 March 0.91 April 0.98 May 1.01 June 1.02 ,. July 1.05 August 1.08 September 1.06 d' October 1.02 November 0 99 December Source: Annual Traffic Report, 1977, Washington State Department of T msportation r_. a vehicle classification count was obtained on August 10, 1978 between 9:00 AM and noon, on Sunset Boulevard West at Earlington Avenue S.W . Pesults of the classification count (a total of 1896 vehicles) are outlined in Table , i TABLE VEH.CL` CLASSIFICATION (Sunset Boulevard 'West) Vehicle Type Percent of Total Standard Auto 49.5 Compact Auto 27.0 Pickup TrucksVans 18.3 Motorcycles 1.3 S Buses 0 Trucks - 2 axle 2.5 Trucks - 3 axle 1.0 Trucks - 4 axle 0.1 Trucks - 5 axle 0.3 Since Hardit Avenue S.W. provides a linkage between S.W. 7th Street and Sunset Boulevard, a second vehicle classification count was obtained to determine if the types cf vehicles at this location varied from those on Sunset Boulevard. This data is shown in Table — TABLE _ VEHICLE CLASSIFICATION (Hardie Avenue S.W.) Vehicle Type Percent of Total ` Standard Auto 56.0 Compact Auto 27.0 Pickup Trucks/Vans 14.0 Motorcycles 0 Trucks - 2 axle 2.7 Trucks - 3 axle 0 ` Trucks - 4 axle 0 Trucks - 5 axle 0 a The influence of pedestrians and bicyclists on Sunset Boulevard may require _ consideration in circulation analysis of the proposed development, >o a manual count w,s taken on August 10, 1978 from noon to 3:00 PM. During Vj A u, i ti y 1510 10700 o"17157Ar o site t f 6625 65 0~' y s. w. 7th ^! M� Ln Ul 00 N waY \ N VadY r. 405 ! / ,0� i' 1978 A.D.T. EarlingtcnVir s figure Planned Unit Development Sunset Boulevard West. Along Hardie Avenue S.W., 1) it is important to pro- vide adequate sight distance in the proximity of the railroad overpass, 2) coordinate access/egress locations with the Renton Shopping Center, and 3) consider some improvements front the access/egress location to S.W. 7th Street, the predominant route. It is also noted that at completion of the proposed project, there may be adequate traffic volumes to warrant signals at the pro- ject entry with Hardie, and along S.W. 7th Street and Hardie Avenue. Given these considerationns, there should be not significant problems in accommo- dating the proposed development. Efforts have been made ,n the P.M. to minimize the impact of additional 3 traffic on existing roads and facilities by responding to existing conditions. i Existing Conditions Access to the project site is provided by surface roads and highways. No other mode of travel currently serves the site itself, alr�3ugh a rail line located directly south of the site is used by both Burlington Northern and Milwaukee Railroads. Circulation Network: The principal arterial network currently serving the site of the proposed development includes Sunset Boulevard (SR 900), which becomes Empire Way South upon crossing the Renton city limits. The proposed access route to the east (see Site Plan, Figure 2) would distribute traffic to Rainier Avenue South (SR 157;, a multi-lane, heavily traveled arterial. Rainier Avenue Y South provides access to SR 405, the Valley Freeway (SR 167), and via South Second and Third Streets, the Maple Valley Highway (SR 169). Current (1978) trar- fic volumes on the local street network are shown on Figure — Traffic signals are located at the Hardie Avenue S.W. intersection with Sunset Boulevard West, at Rainier Avenue South and Sunset Boulevard West, at principal intersections on Rainier Avenue, and South Second/Third Streets. Traffic signals on Sunset Boulevard West on Hardie Avenue S.W. and Rainier - Avenue South are multi-phase, fully actuated signals of modern design and recent (within five years) construction and installation. Traffic Characteristics: I Recognizing that the type of vehicle operating in the vicinity of the pro- ` posei development influences both current and future traffic operations, I TABLE HOUSING UNIT PROJECTIONS AAM District 3800 AAt4 District 3910 AAM District 3820 Household Total Single it, Total Single Multi968 Total Single ,Multi t � 1970 132 97 35 7,072 6,019 981 2,454 1,486 979 227 136 91 7,231 6,235 996 1980 2,517 1, 38 90 135 7,131 5,928 1,203 2,660 1,649 1,011 1990 280 2000 _�2966 _ 246 255 7,251 5,910 1,341 2,744 1,631 1_,_107 Since the housing projections cited above indicate an increase of over 200 multi-family units, a portion of the project increase has probably been h an accurate estimate considered in the population projections, although it appears of this effect cannot be made from available data. However, € that the net effect of the proposal will be to increase the projected roughly t980- the i 1990 growth in multi-family unit` by 300 or 400, and to roughly offset in AAM District 3810. The proposal projected 10-year population o e outside of this ,.,E. should have no significant effect an population or housing district. ¢ Five existing older sinille-family rental houses will be removed for con- struction Of the P.U.D. The proposed developmr_nl may influence owners of some adjacent houses to sell or redevelop their land for multiple units. ' About 18 houses are incluued in this influence area, which is all designated -deritial use, and any such decisions would further in- for high-densit; res crease the local housing stock. (( TRAN_._ NSPORTATTATION/CIRCULATIDN 4 ith The impacts of addressedthe sed in tdevelopment o loparate sectionsrega1.d The to tfirst csactionrwill lation will be as a result of the residential o"ai t discuss traffic impacts developmsent considerations and impacts resulting from the businessicomme on the eastern portion of the site will be addressed immediately fine tware• In Summary. the traffic study findings for the residential development are 111 that along Sunset, 1) it is desirable to have two access/e9 +. rovided from ' rather than one. 2) ththata dequateeegressoturnfngn for eradiirbetpaffic shoulA be considered, and 3; 4 � r TABLE S^ POPULATION GROWTH PROJECTIONS AAi4 Districts: 3800 _�--3810 3820 Study Area King County* - 28,418 1,136,064 i 1970*+ 306 22,195 5,917 1976"** 274 20,691 5,,'65 26,430 1977**** 267 20,319 5,740 26,326 1980*a*«« 494 20,292 5,912 26.698 1 ,170,803 (410) (19,612) (6,131) (26,153) (1 ,203,756) +«+++ 517 19,394 fi,394 26,305 1,349.136 1990 (634) (18,678) (6,180) (?6�580) (1 ,529,186� 2000 *««++ 443 19,508 6,629 26,580 1 ,529,166 * Represents urbanized portion of King County Daly; *« 1970 Census Data; *** PSCOG Estimate; F ««+* Preliminary PSCOG Estimate; +**** of the AAM, February, 1977; numbers Projections from Test 208 runin or verifiedre . fromtavpreliminary �- of recent 1978 pSCOG run, not yet adopted i TABLE _ HOUSING CHARACTERISTICS - - —(38113 382.0 t AAM DISTRICTS: 3800 9 —`� � Renton King Count, ' CE�UI rp C 391,759 Number of 132 2,202 3,109 1 ,761 2,441 8,585 s ( Housing Units* ` 63.3% Percent Owner 1 45.5% 86.4% 73.4" 74.3% 53.8`% •5� h Occupied* Median Value" $14,500 $20,121 $21 ,133 $20 128 $jO 18,198 $19,lo Szl,700 114 a Median Rent* $ 86 $ 121 $ 133 S 2.63 3.09 2.66 2.6II 2.04 2.14 __.. � - � Persons per DU"" *1970 Census Data **191F FSCOG Estimates for the Central Puget Sound Region 4 4 II 1 ry, i 9' j TASL E POPULATION CHARACTERISTICS AND TRENDS t AAM Districts: 3800 3810 3820 King Census Tracts: 259 119 260 261 253 Renton County 1970* 306 7,277 9,568 5,350 5,917 25,258 1,156,633 ' 1976** 274 6,984 8,748 4,959 5,465 ,155,700 1977*** 267 6,840 8,6C8 4,871 5,740 27,150 1 ,164,400 i 1978*** - - - - - 29,300 ,116,900 1 AGE: 0- 9: 12.4% 18.0; 16.8" 19.4% 13.4% 19.6% 17.6" 10-19: i 19.1% 20.9% 18.5% 18.3% 15.8% 17.2% 18.7% ' 20-34: 23.2% 18.8% 21 .8% 24.2% 22.0% 25.1% 22.9% 35-64: 38.9% 36.5% 35.7% 33.6% 35.6% 30.5% 32.C% 65*: 13.4% 5.8% 7.2% 4.5% 13.2% 7.6% 8.8% ' SEX: % Female: 47.7% 50.9% 50.4% 50.1% 51 .0% 51.0t 51.1" RACE: White: 96.0% 89.1% 95.6% 93.07 98.4% 97.4% 93.1% Black: 0.7% 2.4% 0.7% 0.8% 0.2% 0.8% 3.5% Other: 3.3% 8,54v 3.7% 6.2% 1.4% 1 .8% 3.4% MEDIAN INCOME: $6,679. $12,431 . $13,126. $12,439. $10,755. $11,120 $11,886. * 1970 Census Int- rmation I ** PSCOG Estimate *** Preliminary PSCOC Estimate r i r% � �. ►'�_u����• � fall � 1!'1 � r lvwM, In All ' firlilk in th Ell son N, • \`iP`''l,a�h 1 v�'' i�\ ' R \�i1+11 111 INMg lqwm �, � 11110� _ ��• Gil ,. Y ` 1 ■ Elements of the Human Environment 0 POPULATION AN0 HOUSING The study The area used in this population study is shown on Figure may be affected area includes the site and the existing population which by potential impacts of the proposal. The area includes three activity allocation model (AAM) districts as utilized by the Puget Sound Council of Governments (PSCOG) in projecting population, household and employment growth. AAM District 3800 to the south of the site is congruent with Census i trict 3820 to the east matches Census Tract 253; and AA Tract 259; AAM DiAAM j ade up of three Census Tracts: District 3810, which includes the site, is m aF4 * 119, 260, and 251. 1 ■ rxisting Population dd& i trends and characteristics in the study area Table gives population Population showed a decline and compares these to Penton and King County. +A in all areas early in the decade due to the reginal recession. Population is now increasing in the City and County but most of the study area is still experiencing a slight loss. ns for the study area and for the urban- Table _ gives population projectio izeA portion of King Count.v. Overall , the study area is projected to have change between now and the end of the century. AAM very little population District 3810 is projected to lose 898 people between 1980 and 1990. Existin__ 9 Ho�si_n� teristics of housing units in the study area, City Table _ gives charac ly and fourty. Housing unit projections are shown in Table The projec- ily units and a small decrease in single- tions show an increase in multi-fam 198tl family homes in AAM District 3810 over the projection period. Between and 1990, AAM District 3810 is projected to gain 207 multiple units and to lose 307 single-family units. Enviro____gmental SmYact stimated to provide housing for about 1,100 people in 483 The proposal is e �' ,' multi-family units by 1981, within AAM District 3810. businesses, the risk of explosion or hazardous emission created by the pro- ject is no greater than at any other facility of this type. There will be a small risk of explosion or release of hazardous substances e from the adjacent rail operations, but as stated above, the risk is ro great- er than for any similar development located adjacent to a railroad. Thorough geotechnical investigation of the reported mine tunnels will be undertaken before final design of any buildings, and any possible concen- trations of hazardous gasses will be eliminated prior to c instruction. The refined petroleum products pipeline on the site also presents a sight risk. Thorough surveying to establish the exact location of the line and y the emergency gate valve will be coroleted prior to final site design and construction, Street va,:ation and subsequent realignment will also take the pipeline into account, and adequate easement, building setbacks and pipeline access will be provided. 1 � S F Av r F' and in apartmenc do.;!iniu;r;. a,ch changes would be consistent with the comprehensive plan ar,d, due to the "high density" plan designation of the area, would be expected to occur eventually, (perhaps over a longer Period of time) with or without construction of the proposal. tIATURAL RESOURCES Fossil fuels will be used l,y equipment during construction and by vehicles traveling to and from the site after completion. Construction material used will be primarily sand, gravel, concrete, steel, aluminum, lumber and glass in quantities typical for comparoble tuilding construction. The proposed development will commit the majority of the exist`.ng open space on the site, and the lind itself, to developed uses for the foreseeable future. vegetation, primarily grass, shrubs and trees, is also a natural resource ;n the, site which will be partially rerwed or disturbed. DISK OF EXPLOSION OR HAZARDOUS F.M1SSI0N Existing Conditions The land is currently primarily undeveloped (except for five single family homes and a small beat manufacturing operation) and covered with tries, ;hrubs, grasses, and weeds. There is currently little risk of explosion -;r hazardous emission. The adjacent rail operations present a slight risk, although stringent f0eral safety and packing regulations reduce this risk to a minimum. There ara no railroad-related accidents on record in the t 1 ! area, anO the risk is no greater at this site than at any site elsewhere ! -n the country located adjacent to a railroad. i- 4 ?emnant tunnels from previous coal mining activity may exist under the west- :rn portion of the ai+e and may contain hazardous gasses. refined petroleum product, pipeline runs through the site, under the Farling-on Avenue S.N. right-^•f-way. Olympic pipelinr, Company, owner of the I?- rich line, ' as an "op.,c', , vmont with the City of Renton. A nvironmental Impact 1 'here would be a tempr,4r of wxpiosion or release of hazardous sub- �- .tances durin; the r: :! ;r •^ 0,i,,es of developmment. Since the proposed l ly residences and commerical facilities or 14 i i Y�I �rn r' 4t J v RJ- Y f 3 fl ZFA I NA Additionally, th,; proposed dev^Igpme,.t .cold rou;tr'xt appr'o.amately acres of business/cogrrercial use (with attendant parking) that :J{1T surveilance by patrol officers or security guards, and the iddi'l ona! generated by the proposal will need to be rvntrolled, Mitigating Measures Security measures such as good street access, adequate street lighting . clear fields of vision will he taken into consideration during final sit;, planning and approval stages. Exc^ss:vely long doed-end streeis Will be avoided and sodium vapor lighting will he used at appropriate strategic locations to increase effectiveness of grew f-b,rols. Tar revenues fra the propos— 'avelopment will offset the neeo `.o+' addltionai msnperer. ` Schools Existing Conditions The Renton School District serves the ,rraa c.f iho proposed dec-iopmerrt. Although present school district boundaries .:ould place students residing in the development at three schools, it wvuld be possible to readjust bound- aries to spread the student load to other n^_arby -schools ( see Figure All of the schools mentioned in this section sire r.lthin two miles of the proposed development. Earlington Elementary School is the grade school (r-6) presently designete-. to assume new students from the proposed development. It hes a design capr:c- ftv of 216 students, at a 27:1 student/teacher ratio, but currently has an enrollment of 298 students (two portable units are being use6 u, acccr.nod,a this overload). This overload, as well as additional studen'.s, Could he reassf ,ned to either Campbell Hill Elementary or Lnkoridge E'lementery, Wflich are currently operating under capacity by 57 and i65 siudants, `"espective'y- Dimnit Middle School is the facility assigned for Sererth and eighth Grade students living in the area of the proposal. This school has o maximum i Aetign capacity of about 900 students, and a rrresent enrollment of 675 st:r.er,t=• d High school students � at the proposed dPveloi 't wou'd att� Rren�a�mN��.;n t School, which has a current enrollment of 1,500 rtlaen`s, design capacity of 1,800 students. The Renton School District as a whole has experioncadra�;"Ziiy 2hnnlcal3 rer`•• in student enrollment over the past nine years. dr i 4 to be provided by the City of Renton Fire Department. The district is present- ly equipped and staffed to provide the anticipated need for protection. The proposed development is one mile west of the fire station, and will probably be servAd by about a 3�-minute response time on a call. The area will be serviced with adequate water supply and flow, and will include hydrants at strategic locations. The road system is designed to permit easy access by emergency vehicles, and street widths and cul-de-sac turning radii will be sufficient for movement of large emergency vehicles. 1 All fire code requirements for the proposed occupancy will be met. Police 'rctection Existing Conditions Police protection for the proposed development would be provided by the City of Renton Police Department.. The present ratio of uniformed officers to population is about two o°"ricers for each 1,000 persons. This ratio is slightly below the national average of 2.3 officers per 1,000 persons, but is within the normal range for a city of this size. The incidence of crime in the area is low, with burglary and shoplifting the principal offenses. There are also occasional cells for domestic prob- lems to the neighborhoods north of the site. The golf course tc tine south experienced moderate vandalism last year, but has recently :ontrolled the problem with precautionary measures. There are a number of squatters that reside on, and directly west of, the ` site throughout the year. During the summer months, the squatters may number ten or mor!, but the Police Department reports no crime associated with the "hobo" community. , Environmental Impact The proposed development is expected to add 483 mi.Iti-family housing units housing approximately 1,100 people to the City of Renton by 1982. Minor problems of burglary and vandalism can be expected during the construction phase of development, but these incidents can be expected to decrease as the units become occupied by m-ners. In order to maintain the existing officer/population ratio, the project will demand two additional uniformed officers to be added to the present force. 3 ti 4 Y ,all 1 y `pp`er•�•, ' 14, in 11 ,4a .,.� '.'y.\e �thill . nl +, r •i1 ��Iltl`111t1 �I'•� "NII ' Nil In iY� Iw1A ; � � ► � • 1. 1 , Peak Hour Demand: z The highest peak hour demand will probably he in the afternoon between 4:00 and 5:00 p.m. Ac this time, the access driveway connecting the business/can- r mercinl site with Hardie Avenue S.W. will carry not only the vehicular traffic - - destined to the residential section of the proposed development, but also ' the entering and exitirg traffic associated with the business/commercial portion. The peak hour demand would be approximately 824 vehicles per hour. The north leg of the intersection would demand about 890 vehicles per hour, and the south leg would demand about 948 vehicles per hour. While this demand is not excessive, it will require substantial improvements to Hardie Avenue S.W. between Sunset Boulevard West and S.W. 7th Street; a four-lane configuration may be required on this: facility. Similarly, the connecting route between Hardie Avenue S.W. and the residential section of the proposed Development also need a facility with a curb-to-curb width of dt least 40 feet. External intersections (including Hardie Avenue S.W. at Rainier Avenue, g Hardie Avenue S.W. at Sunset Boulevard West, and Sunset Boulevard West at Rainier Avenue South) will require a more detailed analysis to define appro- R priate improvement programs. } PUBLIC SERVICES Fire Protection ExistIng Conditions Fire protection to the proposed development will be provided by the Renton Fire Department. All calls to the site will be handled from the main station at 235 Mill Avenue South. A new station, currently under construction, is scheduled for completierin the spring of 1979 at Mill Avenue South and S. 2nd Street, as shown on Figure y The station his a full component of pumpers, ladder trucks and aid vehicles, with full-time personnel on 1 duty 24 hours a day. The average response time to a call wi' d n Renton is 34 minutes. Renton has a Class 4 fire insurance rating from the Washington , Survey and P.ating Bureau. Environmental Impact 1 The construction of 483 units in multi-family structures and the proposed business/commercial uses will require fire protection and emergency aid , J ]83 � 9 298 481 •432 d� 308 If (► `` ' �� site f� s. w. 7th r+ 0 511 / 7j N i ,.• W eH 1021 - 5--------------- . 405 I, Commercial Ear111� f Traffic Demand ' �'"'� Planned Unit Development figure L iliwN • �� pis: 1 � nay!'VMS� 'h ImII 1 � „ c.� �IIIB. �- � � 117� ��• mhfi- Nib nl+• woo A to /�pr i1► �' �i/� t 11 r� MNt evil ��4� 1 ' '��;�! �� �:_ 1 �I a '' _I6' � ' .�► . EI 11 * �_' I �' �1i�1 • r � r ! 1 1 Environmental Impacts - Business/Commercial The Sponsor has not finalized any plans for the eastern portion of the project site which is zoned B-1. Since the nature and scope of future development on that property is unknown, this traffic study was based on development of a combination of uses. These uses, although feasible in terms of site suitability and market demand, are for planning purposes only. The possible N gross square footages of these facilities are shown below. Supermarket 30,000 g.s.f. Retail 65,000 g.s.f. General offices 15.000 g.s.f. Medical Offices 20,000 o.s.f- TOTAL Y 130,000 g.s.f. National trip generation rates defined by the Institute of Transportation '1 Engineers (ITE) are outlined in the Appendix, as are trip generation rates for Average Weekday Traffic) for some business/commercial developments in } the Puget Sound region. For the proposed business/commercial development, several trip generation rates may be derived either by treating the entire complex as a single entity with gross leasable area of 130,000 square feet or by treating retail and { office facilities separately and summing the individual, separate rates ksee Appendix for detail). For purposes of this study, the trips generated are estimated to range from approximately 1,500 to 3,300 additional vehicles per day for a combination of retail and office uses. In order to study a "worst case" situation, the tt upper figure of 3,300 trips per day will be used. Table ,_ in the Append- ix shows the hourly variation of additional traffic. # Trip Distribution: Trip distribution to the business/commercial site is estimated on the basis of thf, 1980 population distribution prepared by the Puget Sound Council of Governments (PSCOG). Distribution is shown on Figure . The average week- day vehicular demand, based on this distribution, is described on Figure (note that Figure data is for the highest range of expected annual weekday 1 traffic). r a' Mitigating Measures: Mitigating measures that can be addressed during the design/development stage of the project include the provision of left-turn channelization on Sunset Boulevard for accommodating westbound traffic turning into the site. In the eastbound direction, no channelization would be required if adequate y curb returns are located on the access roads; traffic entering the site would not be likely to interfere with westbound "through-type" trips. The principal concern is the access road connecting the eastern portion of the site with Hardie Avenue S.W.. This access road, with an expected demand from residents of almost 2,000 vehicles per day, may require signalize- tion at its intersection with Hardie Avenue S.N.. An additional signal may be required at the intersection of Edwards Nay and S.N. 7th Street. The "triangle" formed by S.W. 7th Street, Hardie Avenue S.W. and Rainier Avenue South may be difficult to coordinate for signal progression, which may result in adverse signal timing. The signal at S.W. 7th Street and Hardie Avenue S.W. could be an actuated type and not tied into the city's signal system. :ongestion may occur on Sunset Boulevard between Hardie :.venue S.W. at Rai- nier Avenue South, and on Rainier Avenue South at Sunset Boulevard. This would generally take place during the evening peak hour, and probably be of short duration, due to the relatively tight demand to the Past and to locations north of the Rainier Avenue South/Sunset Boulevard intersection. Rainier Avenue South (south of the intersection of Hardie Avenue S.W. towards t Grady Way) could be congested and the Level of Service will probably fall to "0" during the late afternoon and early evening periods. The exact location of the access road connecting the eastern portion of !; the site with Hardie Road will require a more detailed study. Sight distance Is impaired by the bridge abutments of the railroad overcrossing, and must be carefully cnnsidered. Also, since Hardie Avenue provides the rear entrance to the Renton Shopping Center, and since the connection may require signaliza- Lion, the exact location of the road should be coordinated not only with the City of Renton traffic engineers, but also with the owners of the center. The inters:•rtion of S.W. Seventh Street and Edwards Way would need to be improved between the railroad undercrossing and the intersection of the eastern access to the proposed development. A " LO 1 y Z 01 y ` 21455 m� 10940 6i )j 10 0 ,o j -� 17.Sy1 _L` site ! h s w. 7tb 6625Ln N � y N t O 4 s ASSUMES FULL RESIDENTIAL PROJECT N J f 3 Wa`1 ` — 1 - 405 0 1 IN ` 001MP Eariir� W� �g$1 A. D.T.` planned Unit Development ` figure X. v-V S - i .a �-wniPa•Q. .-0i y4'�i Horizon Year Traffic Demand: The horizon year for completion of the proposed development is estimated to be 1981. The two access driveways on Sunset Boulevard would carry about 624 vehicles per day, while the proposed connection with Hardie Avenue S.W. would have an approximate demand of 1,952 vehicles per day. The principal facility bearing traffic demand from the proposed project would be Hardie Avenue S.W. Between Sunset Boulevard and S.W. 7th Street, the total demand would be about 6,700 vehicles per day. See Figure for total 1981 A.D.T. i including traffic from the residential b portion of the proposed development. @ Street Vacations: The existing platted streets within the site will be vacafpd as part of • t the project implementation. Most of these streets are not improved. A portion of S.W. 4th Street :;hich provides access to some properties, . Stevens Avenue S.W. which accesses the three exclusions within the site, will be vacated and closed. The proposal has peen designed to replace the closed streets with adequate access to all affected lots. Property would be deeded to the three exclusions to give them frontage on the proposed public street. Two westerly houses at the north edge of the site currently have road access only along an alley, part of which would be closed. The site plan provides improved access to these properties. Turn-around provi- sions will be constructed where any street is dead-ended by the proposal, and hard-surfaced access suitable for emergency vehicles will be maintained to all structures at all times during site development. Adverse Impacts: The principal traffic impacts from the proposed development will be limited to Hardie Avenue S.W. between Sunset Boulevard and S.W. 7th Street, the linkage of Hardie Avenue S.W. to Rainier Avenue South (south of S.W. 7th Street), and Rainier Avenue South towards Grady Way. The principal intersections, Hardie Avenue S.W. at Sunset Boulevard and Sunset Boulevard at Rainier Avenue South, will not require significant revi- sions in either signalization or channelization. Traffic signals will prob- ably be required, however, at the intersection of the proposed eastern are.• 1 road at Hardie Avenue S.W. and at S.W. 7th Street at Edwards Way, i ,2 =_ 12 q 3 • 1 '�r _ site 19521 e. w. 7th I 61% •Y_'l� TOTAL DEMAND • 3200 I /WeY Ir I /1/� 0 Residential ,, 0094M E Traffic Distribution arfingtonWm&S I figure Planned Unit Development The e�•pected hourly variation is described in Table TABLE _ HOURLY VARIATION AS A PERCENT Of AVERAGE DAILY TRAFFIC (residential portion) Time of Day Percent Midnight - 1 AA 1.1 1 - 2 1.2 2 - 3 0.3 3 - 4 0.3 4 - 5 0.2 5 - 6 1.0 6 - 7 4.0 f 7 - 8 9.6 B _ g 5.5 9 _ +0 4.9 10 - 11 4.3 11 - noon 5.3 noon - 1 PM 5.5 1 - 2 5.0 2 - 3 5.6 3 - 4 7.4 1 4 - 5 9•8 5 - 6 9.1 6 - 7 6.1 7 _ B 5.1 g _ 9 3.3 9 - 10 3.0 10 - 11 2.0 11 - midnight 1.6 Source: Christopher Brown, P.E. i City of Lacey residential count station. This percentage estimation reflects the significant influence of work-based 1 trips, which is typical of a residential community. 1 Trip Distribution: Trip distribution is based on predicted 1990 employment forecasts. Although the Seattle central business district and the industrial portions of Seattle will continue to be a dominant influence in the area, it is expected that I forthcoming federal energy legislation will require greater consideration in future choices of employment and residential locations. The expected distribution i; illustrated in rigure _,. Transit: Sunset ,oulevard (SR 900) is a Metro Transit route for bus lines #161 and M107. Route N107 also extends north along Rainier Avenue South towards Rainier Beach and northeast Renton. Route 9161 extends from Renton north on SR 900 and connects with other routes, providing service to downtown Seattle. Environmental Impact - Residential While trip generation data is available on a national basis from the Insti- tute of Transportation Engineers ("Trip Generation: An Inforctational Pe- port", 1976), modificaLions have been made in previous studios conducted in the area which reflect suburban multi-family trip generation rates, such p as those generated by the proposed development. These figures appear in • the Appendix. The average trip generation rate for planning purposes relative to the pro- posed development is 6.1E trips per dwailing uric. Data published by the A ITE for trip generation tig;res for different types of dwelling units is described in Table TABLE ■ IRIP GENE'lATION UY DWELLING UNIT N f of Dv^1IIng Grit T ip Generatfor Average Maximum Minumum Single family Detached 10.0 21.9 4.3 Apartment, General 6.1 12.3 0.5 #, Low Rise Apartment 5.4 5.5 4.7 91( Planned Unit Developrenf. 7.9 10.0 6.2 'k-.. trip generation rate suggesed for the proposed development. 6.76 tri ps per dwelling unit, is slightly less than ITE average estimates for a planned unit dev iopment and slightly more than average rates for low rise apart- s� nient;. The total number of automobile trips generated by :he proposed develop- ment will be approximately 3,200 vehicle trips per day. As a residential r nounity, 1t it expected .hat hourly demand to and from th- proposed develop- eriai street system, �J rr y,i; •s ,ji,ih "sja r:xperienced on the art l �. ALTERNATIVE LOCATIONS FOR THE VHOPOSAL The sponsor does not own or control other sites in Renton or tt:e gererel vicinity suitable for this type of developrient, end therefore maid not achieve the stated objectives at an alternative site at }ii ti.m. r lY A 4 I both physically and in a punning sense, to multi-family development as proposed, the potential supply of needed housing units would be reduced with a lower-density alternative and the proposed roads and utilities Sys- tems would not be as efficiently utilized on a per-unit basis. The sale price of the units would also increase substantially if a lower- density alternative was implemented, and the opportunity to provide owner- ship housing to some middle-income households that are `zinq rapidly priced M out of t,e housing market woulc, he lost. a ra The City has determined that a project in the 500-unit range is the most appropriate for this site and that a further reduction in units would nct provide significant benefits nor significantly reduce any environmental I' impacts. n ALTERMATIVES TO THE BUSINESS/COMMERCIAL PROPOSAL 6 The proposed retail and office uses are consistent with the Comprehensive t „ Plan and with the B-1 zoning recently adopted on Parcel A. other uses such as multi-family residential, wholesale markets, lumber and fuel yards, auto i repair shops and (by special permit) mobile home parks are allowed in this zone. The B-1 zoning was considered the most appropriate for Parcel A be- cause of contiguous B-1 zoning on throe sides and the proximity of developed retail uses. Alternative zoning classifications which could have been con- sidere,: included Residential zones (P.-7, R-3, R-4), or Manufacturing Park t (II.-P) which would allow a variety of light industrial uses with special ! performance requirements. The adopted 9-1 zone is the most consistent, both with the Comprehensive Plan and with established development patterns. proposal will allow development substantially 1r Approval of the P.U.D. S conformance with the mix of uses included in the proposal. Since tk,?s is a preliminary concept only, some adjustments in the footages and types of ,ses shown are anticipated prior to construction in response to changing market conditions. A shift toward a higher proportion of retail or office uses or the inclusion o' some wholesale activity would not be considered )? a major change and would not substantially rr,dify the projer'ed environment- a] impacts. Any major change in the proposal or inclusion of substantially SS different uses would require additional City review, and may necessitate amendment of the ordinance adopting the proposed P.U.O., with additional public participation. r r serve additional demonstrated housing demand which will be met somewhere in the South King County area. Energy use on a per unit basis would be reduced. Environmental impacts would be significantly greater in most areas of con- cern. More soils would be moved and covered anu the loss of vegetation and wildlife habitat would be increased. Noise levels and air pollution would increase, but would still be within standards. The use of taller structures would cause a greater change in the appearance of the site, and views from some hones north of Sunset Boulevard would be affected. The increase in site generated traffic would require more mitigating mea- sures such as signalization along Sunset Boulevard. Demand for public serv- ices would be further increased, although increased tax revenuei would large- ly offset the costs. A high-density alternative was not requested by the sponsor, who indicated • that a medium-density project in the 500 to 600 unit range was more compat- ible with market factors and allowed for provision of signifi,,nt aesthetic and recreational amenities on the site. The City of Renton also does not consider a high-density project as a viable alternative due to increased environmental impacts and potential inconpatibilit, with nearby single-family uses. LOWER DENSITY RESIDENTIAL USE A number of lower-density alternatives are possible. Development under a P.U.D. concept with R-2 zoning on the entire site would reduce the total unit count to about 300. Further reductions would occur if single-family zoning or restrictions to duplex construction were placed on portions of the site. Such reductions woulA reduce some of the environmental impacts. Vehicular traffic would be r,,+uced, bit the same traffic improvements suggested for the proposal would probably still be required. Reduction in the height w of some buildings may occur, but the overall impact on aesthetics would not change significantly. Use of single-family detached units or duplexes would have greater ia•pacts on site coverage, impervious surface and on school enrollments, and would tend to reduce the open-space areas on the site. Since the site is suited, p I Alternatives to the Proposal THE "NO ACTION" ALTERNATIVE. A decision not to approve the proposed development would leave the land in its present natural state and prohibit the proposed conversion to a high- er economic use, which is consistent with existing planning and zoning poli- cies. The major result of a ntgati action would probably be to delay « development of the site for an indet :nite period of time. This action would prevent or delay all of the environmental impacts discussed in the report a from occurring at this site, but it is probable that equivalent additional developments of the same type would be proposed at other locations within the Renton/south King County area to absorb the increasing demand for new housing in this area. The proposed site is convenient to several employment growth areas. Accord- ing to Puget Sound Council of Governments' 1973 projections, the area in- eluding R, rton, Maple Valley, Tukwila, Kent and Sea-Tac Airport, will add N about 17,500 jobs between 1970 and 1980, and another 30,000 jobs by 1990; the pr 'ect site is located within eight driving miles of all of tnese areas. ii Since none of the anticipated adverse impacts from the proposal are sicnifi- cant, since the growing demand for housing will probably be proviegd for Y somewhere in the general vicinity, since the subject site is currently desig- nated for the proposed type of use, and since the anticipated impacts would 1 likely not be reduced significantly in an alternative locat.on, the "no- action" alternative would probably not result in an overall net reduction 1 of impact on a regional basis. HIGHER DENSITY RESIDENTIAL USE The residential portion of the site is designated on the Comprehensive Land Use Plan for "high-density" multi-family. Under this designation, zoning I as high as R-4, allowing up to 60 dwelling units per acre, could be consider- ed. Allowing for a minimum of open space and buffering, it would be pos- sible to place over 1500 units on the site, using highrise buildings and some structured parking, under the R-4 zone. The major advantage of an increase in density would be the provision of additional housing in an area which is highly urbanized and served by an existing infrastructure of utilities, roads and public services. This would Short-Term Environmental Uses vs. Long-Term Productivity (THE RELATIONSHIP BETWEEN LOCAL SHORT-TERM USES OF MAN'S ENVIRONMENT AND MAINTENANCE AND ENHANCEMENT OF LONG-TERM PRODUCTIVITY) and Irreversible or Irretrievable Commitments of Resources Implementation of the proposal will, for all practical purposes, irreversibly a commit the land area in question to the propos-d uses. The long-term fore- closure of future use options will be offset by the short-term public and private economic gains to be realized and the provision of needed housing units and business/commercial space. The land is not uniquely suited to any foreseeable alternative type of use and the proposed use will serve the housing needs of future generations. The existing demand for housinr commercial facilities would probably be met at another site in the geret , v.cinity, J e if not allowed here, with substantially similar environmental impacts. The land is not now utilized for agriculture or mineral production and does i not provide unique wildlife habitat or recreational opportunity. It is unlike- ly that these or similar environmental uses would increase in the future if the site were not developed in the proposed uses. Energy use in the form of electrical power will be committed on a permanent or long-term basis, bvt at a rate no higher that it would be in alternative developments to meet the same housing demand. Delaying implementation of the proposal until some future time would not pro- duce any anticipated environmental benefit in the long term. v z • When completed, the proposal will supply additional opportunity for passive ecreation by both residents of the development itself, visitors, and resi- dents of the surrounding urea in the form of designed open space and a jog- ging trail which has been designed into the layout. i ARCHAEOLOGY/HISTORY There are no known historical sites or archaeological resources that would require physical preservation in the immediate area of the development site. c . r e; � a i HUMAN HEALTH No conditions will be created by the proposed development which would became health hazards to o.:cupants on the site or to nearby population. i AESTHETICS Existing Conditions The site is currently mostly open space, with a few single family homes, and is located on a bluff, overlooking the Earlingtor. Industrial Park immedi- ately to the south. The site is visible from S.W. 7th Street to the south and from the single family homes to the north. There is natural vegetation covering most of the site, with a pond at the westernmost border. The surround- ing area is a com'ainatinn of single family homes and small businesses to the north, and Renton Shopping Center directly to the east. Environmental Impact The appearance of the site will change from predominantly open space to multi-family residential structures, parking areas, open space, and the business/commercial area to the east. Developed areas and buffer strips will be landscaped and the pond area will retain its natural appearance. The level ;f activity on the site will be increased. The development will be visible from the single family residences on the hill to the north of the site and, to a lesser degree, from both Sunset Boulevard West an the north and the Earlington Industrial Park to the south. It will also be visible from the three single family residences that will be retained and integrated into the design of the proposal. Building exteriors will be mostly stained wood siding with shingled, sloping roofs (see figure 3). The entire site will be landscaped along exterior borders Y and interior streets and property boundaries as identified in the Master Plan. This will improve the appearance of the project and minimize the aesthetic impacts. RECREATION There is no public recreation activity on the site at present (except for evidence of youth usin' the pond at the western end of the site). k ♦ at nearly its design capacity. i Environmental Impact: Two alternatives are being considered regarding the movement of storm water to the rivEr channel. As now proposed, all storm water would be detained r on-site in two ponds, and then discharged through an existing 24" culvert Z under the railroad tracks southward along Lind Avenue S.W. to the 60" line i it S.W. Seventh Street. Peak runoff rates to this line will be no greater than those which occur from the site in its existing condition. Total volume, however, will increase due to greater impervious surface and collection of water from some areas of the site which now drain to undefined areas j along the railroad right-of-way. • Further studies will be conducted by the City and the Sponsor as the drainage plan is refined to determine if problems exist in the capacity of the S.W. Seventh Street line to carry the additional volume. If necessary, an alterna- tive design will be developed to drain a portion of the site to the southwest • in an open ditch to the 'black River channel, hypassino the City's drainage line. Details of this alternative, which would include other properties, have yet to be developed. Solid Waste Disposal Existing Conditions: The residential area surrounding the site is currently served by General Disposal Company. The costs are $3.39 per month per can on the curb for weekly service. Dumpsters are rented from General Disposal at a rate of $3.62 per month for a one-yard container (which hots the equivalent of seven regular garbage cans), with an additiona: charge of $5.06 for each pick-up (minimum of one pick-up per week). Containers are also available in two- to forty-yard sizes. The solid waste is then taken to the Renton Transfer Station on N.E. 4th Street and weighed, and ultimately to the New- castle Landfill for disposal. Environmental Impact: The proposed development will increase demand for solid waste collection, which can be adequately provided by General Disposal Company. The landfill f has the capacity to absorb the increased demand by the new residents. line located about 2000' north of the site. A twelve-inch main is located about 450' south of the site in S.W. Seventh Street. Environmental Impact: The proposal will require ties into the existing system at two points. A new twelve-inch main in Lind Avenue S.W. will connect from a purp station at the southern site boundary to the twelve-inch line in S.W. Seventh Street. A twelve-inch high pressure line will extend westward through the site, _ cross Sunset Boulevard W. and extend northward along Thomas Avenue S.W. to the Seattle trunk line. This loop system will provide adequate supply for all domestic and fire demand on the site. No new water supply sources will be required. As the above improvements will benefit the City as ,;ell as serve the site, a cost-sharing arrangement will be worked out between the City and the Sponsor to pay for the off-site portions of the water system link. The internal site water system, which serves the buildings and hydrants, will be connected to the high pressure line with pressure reducing valves. Sewer Existing Conditions: fhe City of Renton Public Works Department is the implementing agency for sewer service in the area of the proposed development. There is no sewer service to the houses existing on the site, as septic tanks are currently utilized. An eight-inch sanitary sewer line in S.W. Seventh Street has adequate capacity to receive sewage from: the proposal. Treatment is provided at METRO's Rentor treatment plant, 4000' southwest of the site. Environmental Impact: Sewage from the site will be collected by an internal system. A new eight- inch sewer line will connect to the existing eight-inch line in S.W. Seventh Street. The Public Works Department has been contacted and forese=s no problem in servicing the proposed hookups. Storm Drainer Existing Conditinni: A 60" storr sewer line is located south of the site in S.W. Seventh Street, and drains westward to the Black River channel. This line i-� now operating 1 Environmental Impact: All of the proposed units will be heated by electricity, thereby increasing the demand. the maximum power demanded by each unit is estimated to be five kilowatts. The maxirum demand from the proposed 483 new units is not ' expected to exceed 25 kilowatts (2.5 megawatts) at any one time. Puget Power has been contacted and foresees no problem in extending service to these units. A new power station is being constructed at S. 16th Street and S.W. Seneca and should be completed by February, adding even more capacity in the vicinity of the proposed development. The cos: of such service is approximately equal to the cost that would be incurred in supplying another site in the vicinity. All lines within the proposed development would be placed underground. Tel�hone Existing Conditions: Pacific Northwest Bell provided telephone service to the site and the surround- ing area. The company has the ability to supply the needed line capacity p for all development in the area as long as they are aware of the need a-ell M in advance. lm!,rovements are currently being made to serve a new commercial development just south of the Sears store in the Renton Shopping Center. This will also provide the needed line capacity (1200-pair underground cable) for the proposed development. Environmental Impact: The establishment of 483 rew dwelling units will demand approximately that Y number of new telephone lines to service the incoming residents. Additional Y lines will be required for the business/commercial portior of the site. The telephone company can supply the service at no more cost than it would incur supplying the same demand at an alternative site in the area. All lines will be placed underground. Water {. Existing Conditions: {• The proposed development is within the jurisdiction of the City of Renton Public Works Department. An existing four-inch water main runs along the Sunset Boulevard W. riqht-of-way, and a six-inch main along Stevens Avenue S.W. onto the site, both of which tie into a 54-inch City of Seattle trunk e , a" areas. To the southwest, there is a public use, 18-hole golf course, and within a mile to the north and west of the site there are two small, passive parks, the Kiwanis Bicentennial Air Park and the Tonkins Park. Fort Dent, z large complex of ball fields, is located one mile to the southwest. The site is also located approximately 1 112 miles to the west of Cedar River Park and Liberty Park and within three-quarters of a mile to the south of Skyway Park. Environmental Impart There will be an increase in activity at the parks due to the influx of additional families. This increase usage can be accommodated within the existing park system with minimum disruption. In large part, the demand on public recreational and park facilities will be mitig,.ted by the provision of recreational facilities within the site. • ENERGY (to be completed) UTILITIES Natural Gas Existing Conditions: Natural gas is supplied to the site and sum coding area by the Washington Natural Gas Company. There is currently a two-inch natural gas supply line located in the Stevens Avenue S.W. right-of-way. Environmental Impact: When the existing streets are vacated and realigned, the gas line will be realigned accordingly to maintain service to remaining houses. The proposal is being 'esigned as an all-electric project and increased usage of gas is not anticipated. Electricity Fxisting Conditions: Electricity is currently sc; . ' -ed to the site area by Puget Sound Power and Light Company via two t' 'oe-phase, 12,500-volt feeder lines located overhead along Sunset Boul :yard West and Hardie Avenue S.W. These feeder lines are adequate ti, ,,.oily the anticipated needs of the proposed develop- ment. C a would add: 1) a day surgery unit, 2) pediatric beds, and 3) a psychiatric unit. These new facilities would increase the beds available for acute care from the present 254 beds to over 300 beds in addition to providing a variety of new services. The hospital staff, which is adequate now, will be increased as needed. Final plans for this expansion are presently in review and may change depending on approvals by funding agencies. I Environmental Impact The Puget Sound Comprehensive Health Planning Council ha_ determined a hospi- tal use rate of 692 patient days per year for every 1,000 people in the southeast planning area. Earlington Woods is expected to house about 1,100 4 people and therefore will increase hospital use by an estimated 760 patient i days on all hospitals in the Seattle area. The planning council has esti- mated that about 46 percent of this demand on hospital services would be 1 assumed by the Valley General Hospital with the balance of the impact being l + diffused to other hospitals in the area. The impact on the Valley General f Hospital would therefore he 350 patient days (46% of 760) at full capacity ..se of hospital facilities. This translates to 437 days at the optimum 30 percent occupancy rate or about 1.2 hospital beds, year around. h+A Library Facilities Existing Conditions YTa� The City of Renton has a library downtown at 100 Mill Avenue South, a mile eas. c.' the site. The library contains approximately 15,000 volumes and is ext.nsively used by the community. Environmental Impact There will be increased use of the Renton Library with completion and occupa- tion of the Earling Woods development. However, it is expected that the existing facility will be able to meet this additional demand with minimal „? E impact. The increase in patronage will be relatively small and will not ) necessitate expansion of service or personnel at the library. Parks and Recreation Existing Conditions Just north of the proposed Earlington Woods development there is a city ,. park, Earlington Park, which is being improved to provide game and picnic WC T RT k d :..1i117aticn o; in_reasv is student enrol Imen, .hroughout the school system would heap to insure a vital educational program in Renton. _ covironmem.zi ,m ac. (he impact of the proposed Hevelupment will probably be felt beginning in 1982. Ass!nring .34 students per dwelling unit, about 162 new students will t be added. To more accurately assess the impact on school facilities, it is accessary to mae some assumptions about the ages of the school-aged children which would cccupy the newly completed development. It is assumed that 70% 1 c the students will be of grade school age, 20% would be of middle school r age, and 10% of high school age. The reason fcr the higher proportion of younger seudants is based on the type of unit which is expected to attract vounrer families. . the 11? grade school students could not be accommodated today by the Earlington Eiemen.ary School, but by boundary adjustments, school officials predict that the e^istinq system can provide adequate services to accommodate the rPw stud- l erts, iiarticuldrly if the 2% enrollment decrease of the past several years `s continces for the rest of the City. jimrvitt Middle School and Renton Hi,h School both have ample capacity to absorb the arpected student load housed by the proposed development. Mitigating Measures M the school district can and does watch the development prtterns in the dis- .riC. and makes boundary adjustments accordingly, when conditions or projec- 4ons :.arrant.. Hospital facilities Cr.isting Conditions ie closest hospital servirg the proposed development would be the Valley 4enceai Hcspital which is lorated 2is miles south of the site. The hospital present has 254 beds. Although the hospital presently operates at a 76 percent annual capacity, it often operates at 90 to 100 percent rapacity on weekdays. Optimum use of the hospital facilities has been determined to be -° •;,,ra�ior at 30 percent of capacity. Tne hospital has a current facility expansion plan which is scheduled for crctruction beginning in 1979 and operation in 1981. the new facilities 1 TABLE C IN-E7UND AND OUT-BOUND TW7i IC D-,PA;:D (AVERAGE )1EE.".D.AV) Time Inbound Ou.aeunr} #{' 12 midnight-1 AM 0.34 1.05 1-2 0.0 0.67 2-3 0.51 i1.64 0.06 0.06 •-3 O.0 0.19 IN 5-6 0.45 P.30 6-7 2.31 2.44 7-01 2.09 3.90 8-9 4.74 •1.12 9-10 4.62 3.79 10-11 5.75 5.44 11-noon 7.39 7.27E , moon-1 PM 9.70 9.26 ?-2 8.80 8.25 µ. 2-3 6.99 6.60 3-4 7.78 8.17 4-5 8.40 8.70 5-6 8.52 8.89 6-7 7.78 5.14 7-3 6.09 3.45 8-9 4.12 3.00 9-10 2.26 4.51 N 10-11 0.68 1.84 w 11-midnight 0.45 2.29 Source: City of Renton Treffic Count Program 1 August, 1978 ` Renton Village Y fk o) Y i i RecognizinC that there are upper and lower ranges in traffic demand, increases in traffic for both cases were derived. These are: Upper range Retail 1598 Office 1675 Total 3277 Lower range Retail 1209 Office 358 Total Probably, the Earlington Woods commercial development will increase traffic demand in the vicinity of the site in the order of 1500 to 3300 vehicles per day (Average Weekday). For preliminary estimates of adverse consequences ;he upper range is suggest- ed; that is, some 3300 trigs per day. • Hourly Demand The °Earlington Woods - Planned use Development" Traffic Study, Table VIII, showed hourly variation as a percent cf average daily traffic. However, the commercial facility will produce variations in hourly demand by nature of the on-site activities. Hourly variation for shoppinq centers in Renton have been recently researched and lay be used at these locations. These are pro- duced below for reference. t s t. n di' x Saturday traffic although it contributes significantly to the peak hour traf- fic stream taking place on the arterial roads during the, weekday. In terns of retail space, the most significant day is a Saturday while the weekday tends to be about 35 percent of the Saturday demand. Trip Distribution The Carlington Woods POD Traffic Study (August, 1978) utilized trip distri- bution based on future employnent forecasts for the area. The trip distri- bution for commercial and office facilities, on th, 'herhand, is predicated a on the 1980 populaiton distribution. The differen, ,tween rsidential and commercial distribatiens is due to different assumptions which, as initial or gross estimate:, reflect differences between housing opportunities versus employment opportunities where employment opportunities are taken as estimates suitable for defining shopping-<-ocial-recreation attractions. Future Traffic Fui -e traffic is composed of three parts: Current traffic Norma; traffic growth i Cenerated traffic Generated traffic, in the case of F.arlington Woods, includes that traffic 4 associated cith the commercial developmer` -ver and above that due to the residential section described in an earlier report. To estimate the difference between current demand and generated demand, where the generated demand is "new" traffic brcughc to the site, traffic counts on the Plack Lake Road between SR-101 and the newly construrted "Olympia Mall" were compared on a "before" and "after" basis. At this partic:!lar shopping center the "new traffic" amounted to 20.1 percent. The balance of demand is from "existing traffic". 4 In the case of Earlington Woods, however, the commercial development has two r stinct components. First, the retail section, for the nest part, would produce a generated demarj or "new traffic" probably at the same (20.1%) rate chile the office facilities would, by their very nature, produce "new traffic" at a 100% rate. In other words, the retail seciton will draw about 80% of it; demand from "existing traffic" while the office space draws entirely new traffic to the area. }ki If Crossroads Shopping Center is taken as the model, the trip generation rate for Earlington 'Woods would be: 130K @ 63.29 = 8,228 trips/day : Using South Sound as a model, the total trip generation would be: e r- 130K @ 65.02 = 8,453 trips/day Fcr the instance where separate, individual units make up the total facility, ■ and using Crossroads as the model for retail facilities and the Kill Northwest (Andover Park) facility as a model for office facilities, the trip rate would t be: i Retail 05K @ 63.29 = 6,013 trips/day Office .i K @ 10.24 = 358 trips/day Total �_,37T trips/day • Using the ITE trip generation data and defining only retail and office space, the trip generation rate would be: (f Retail 95K (Code 820) @ 79.1 = 7,515 trips/day Office Park 35K (Code 750) @ 20.65 • ? trios/day Total 8,237 trips/d%y Last, if the Earlington Woods commercial facility is treated with the sun of the four ind4vidual components making up the total trip generation rate, the facility would produce: i Supermarket 30,000 @ 125.5 = 3.765 trips/day Retail Space 75,000 @ 64.6 = 4,199 trips/day Office Bldg. 15,000 @ 11.69 = 175 trips/day Medical Bldg. 20,000 @ 75.00 = 1,500 trips/day j Grand Total 9,6?9 trips/day CR Note that the trip range amounts to about a 50 percent increase over the low- est trip rate. However, it should be noted that the minimum trip generation is based on the use of "general" office buildings rather than assuming that -- i a portion of the office buildings would be devoted to "medical" facilities. Trade-offs - There are several trade-offs that may be considered in the development of the Earlington Woods commercial properties. i First, if the property includes a medical office building, the trip generation rate is much higher than that associated with a general office building. Hc,+ever, the maximum demand does not take place during the non,,al peak hours experienced on the street system. Indeed, a medical building generates signif- icant Saturday traffic. Coversely, a general office building generates no ix s The proposed signal should be actuated and shoud "run free", that • is, not :cnnected to the city system. 4. Details ,` the proposed internal circulation are needed to consider • the question; above. E — Answer - Reference is mace to the comments above and to the report. t The Institute of Transportation Engineers (ITL) have defined trip generation . rates for tha Average Weekday (AWDT). as well as Saturday in some cases. The range in demand is also described. These are summarized below in Table B. �. C0'191ERCIAL_RAFFIC DATA: TABLE R :NSTITUIE OF TRANSPORTATION ENGINEERS TRIP GENERATION RATES y > > (Trips per 1 ,000 sq. ft.) 11PP ' Code Facility Range Mean Rate AIADT 820 Shopping Centers 103.7 - 32.1 60.4 Saturday 1000,006-199,999 650 Supermarket 270.8 - 51.7 125.5 AWDT 824 Discount Store 121.1 - 29.8 64.6 AWDT 720 Medical Office Bldg. 75.0 AWDT 49.4 - 21.7 34.7 Saturday 750 Office Park 30.3 - 9.40 20.65 AWDT 710 General Office 43.5 - 3.60 11.69 AWDT. }} In the Puget Sound region several stJies have been undertaken to determine trip generation rates for shopping centers and business parks. These include studies ..y the State of Washington, Depart.ner.t of Transportation, which in- chided a shopping center in the Bellevue area (Crossroads). Also, studies have been performed by Christopher Brown at Scuth Sound Shopping Center, Lacey, and at the Andover Basiness Park, Tukwila. The appropriate trip generation rates were: Crossroads 63.29 AWDT c,rupping Center 75.32 Saturday South Sound 65.02 AWDT Shopping Center Andover Park 10.24 AWDT Office Complex • �. Ask leaving the site is not expected to inhibit or detract operations ► on Sunset Boulevard. Two entrances at these locations will he ade- quate for capacity and safety. 2. The effect of the left-turning movement produced at Hardie Avenue S.W. and shopping center entry and exit roadway going to Sunset Boule- vard W. Answer r.. Hardie Avenue S.W. and the shopping center entry and exit roadway going to Sunset Boulevard W. is not expected to be impacted. However, Hardie-Edwards Avenue in the vicinity of the shopping center and south towards Seventh Street will carry significant traffic volumes. See answer to comment 3 below. • 3. The effect of traffic at S.W. Seventh Street and Hardie Avenue S.W. It is our understanding Hardie Avenue S.W. from the railroad tracks south to S.W. Seventh Street is a private section of roadway which ma' s it gauestionable as to the extent of future roadway improvements y we may want to provide or can provide. t i Answer 4' There will be significant traffic volumes on Hardie Avenue S.W. at the intersection of the proposed access roadway. Potential adverse P operations exist at the railroad overcrossing and between Seventh Street and Rainier Avenue. Traffic signal warrants will be met and a it is recommended that traffic signals be installed at the junction of Hardie Avenue S.W. and the access road. The precise location and design of access facilities should be closely coordinated between the project developers and the owners of Renton Shopping Center. The improvements between the railroad tracks and S.W. Seventh Street will need to be addressed by the developers of the property and owners of this particular private roadway section. This roadway should be improved in order to remove potential pedestrian traffic between Earling- ton Woods and the shopping center and other facilities in the icme- diate area and to delineate this road as a collector-arterial facil- ity. Two approach lanes should be provided on the access road and left-turn (northbound) channelization provided on Hardie-Edwards Avenue. N , - - _ . ,: w, t ..:. , .: • ^- j.� a.c€`.'wen rr5 amt"#i RESIDENTIAL TRAFFIC DATA: TABLE A TRANSPORTATION CHARACTERISTICS Element S.W. Everett King County W. Tacoma _�uliurban u ur an -$i6ur6an 1 Apts. & SURD Apts Apts. (Highland Vil.) • Autos 1.63/DU 1.00/DU 0.95/DU 1 Pick-ups/Vans 0.40/DU 0.10/DU 0.19/DU Motorcycles 0.14/DO 0.05/DU 0.1O/DU Bicycles 0.96/DU 0.2O/OU 0- Employment: Full-time* 1.15/DU 1.15/DU 0.86/DU ' Part-time 0.36/CU 0.30/DU 0.14/DU Retired** N.A. J.00/DU 0.24/DU ' Work Trip Mode, Percent of Total Work Trips: Auto 87.9 78.6 85.7 • Car Pool 3.6 3.G -0- 1 Motorcycle 1.8 3.6 -0- 1 Transit 4.0 10.6 4.9 Bicycle/Walk 2.7 3.6 9.5 + Trip Generation-Vehicles:*** f Home-based Work Trip 2.48/DU 2.10/DU 1.71/D0 Soc/Rec/Shop 4.60/0U 4.40/DU 5.05/0li TOTAL TRIPS: 7.08/DU 6.50/DU 6.76(DU i * Includes Head of Household or student { ** includes Unemployed i *** Includes Trips with Combined Purposes f Source: Christopher Brown, P.E. 1 The Traffic Engineering Division of the City of Renton (Clint Horgan) issued 2 a memorandum dated February 3, 1978. Four concerns were expressed: 1. The effect of the left-turning movements generated into and from the f entrances at Thomas Avenue S.W. and Sunset Boulevard W. and at Stevens Avenue S.W. and Sunset Boulevard W. Answer f It is recommended that left-turn channelization be provided on Sunset 7 Boulevard for westbound traffic turning left into the site. Traffic 1 Appendix RESIDENTIAL AND BM NESS/CDMMEP,CIAL TRAFFIC t q a 1 J N +Y ELEMENTS OF THE HUHAN ENVIPONMENT PAGE Population... .. ... . . .. .. .. . . . . . . . . . . .. . . . . ...... . . . .................. Housin�c . . .. . . . . . . . . .. .. . .. . . . . . . . . . . . ... .. .......... .. ... ............ _Tr�anlsportation/Circulation Vehicular t�ansoort, n generated. . .... ... . .. ... ... ............... Parking facilities. . . . . . . . .. .. ... . ................... .. ............ Transportation systems. . .... .. . ... .. .... ... ... ...... ..... .......... Movement/circulation of people or goods............... ........ ..... 6laterborn, rail and air traffic. .. . . . . .. ...... ....... .. .. ...... ... • , Treffic hazards.. .. . ... . . ... .... ... . ........ .. ........ .. . .. .. . ..... Public Services Fire . . ..__. . ............. .. . ....... ... .... Police.. ... . . . .. .. ....... ... .. .. ... . .... . ...... . ... ................ Schools. . . . .. .. . . .. ...... .. . .... .. . .. .. . ...... ..... .... .. . . .. . ..... ' Parks or other recreational facilities.. ....... . .. . ..... ....... .. .. Maintenance. . .. . . . . .. . .. . .. . ... ..... . ... ...... . .. ............... .. . Other governmental services. .. ...... ..... f Enerq�r 75ount required. . . . . . . . . . . . . . . . . ... . . ..... . . .. . .. . .. ............ ... Source/availability. . . . . . . . . . . . .. . .. . . . ..... ... . . ..... ... .. ........ Utilities n�. ... . . . . . . .. . .. . . .. . . . . .. .... .. .. . . .. .... .. ...... ... ........ Communications. . . ... .. . . . .. . . . . . . . ... . .. ... . . . . .. ... ..... .... ...... Water. ..... . .. . .. ..... .. .... . . . . . .. . . . . . . . . . . ... .. . . . . . ..... ....... Sewer.. . .. . . . . . . . .. . ......... ... ... .. . . . . ... ... . .. . .. . .. ... . . . ... .. Stormwater. .. . .. . .... .. ..... ... . . . . . . .. ... . ... . .. ... ... .. . ... . .... ` Solid waste. .. ... ... ... . .... . . .. . .. . .. .. . .a. .. .... ... . .. .. . . .. . .... ' I Human Health (including mental health). . . ..... . .. . . .. ........ ....... . Aesthetics. . . . .. . . . . . . .. .. .. .. . ... .... . . .. .... .. . ... ...... .. . ... ..... Recreation... ... . . . . . . .. . . . .. . ... . ..... . ... ................ .. ... . .... �,. Archeolo ical/historical . . .. .. . . .. ..... . ......... .... .. . ............ . ( Additional Population Characteristics. .. .................. ........... 3y � a u- r T. List of Elements of the Environmeni ELEMENTS OF THE PHYSICAL ENVIRONMENT PAGE Earth Geology. . .. . ... . . .... .. . ... . .. ... ... . . . . .. . ............... .......... Soils.. . . .. ..... ....... ..... ...... .. . . . . . . ............ . ........... . Topography. . . . . . .. ... . . . . . ... . . .... . .. . . . . .... ..... ... ...... ........ .. Unique physical features. .. ... . ..... ... ...... ............ ... ........ Erosion. . . . .. . .. . . . . . . . . . . . . . .. . ..... ... .. . ... ... . .. .. . . ......... ... Accretion/avulsion.. . . . . .. . . . . .. ...... ... ... ........................ Air Airquality. . ... . .. ... .. . ... . . . ... ... ......... ... ... ... .. . ...... .... r Odor. .. . . . .. . . . .. ...... .. ....... . ........... ... . . . . .. . . . ... . .. . .. ... ' Climate. . .. . .. .... ... ........... . .... ..... . .. .. . .. . ... .. . . . .... .. . .. Water Surface water movement.. . . ... ... ... ....... .. ... ... . .... . . . . .. .... . . . Runoff/absorption... ..... . . . .. ... ... . ........ ... ...... ... ... . .. ... .. Floods. .. . . .. . ... . . .. . .. ...—. .. .. .... ... ...... ... . .. . . . .. . .. . . Surface water quantity. .. .. .. .......... ..... .. . ......... ... ... ... . .. Surface water quality.. .. ... .. ... .... .. . ... ............ ... . . ... . . ... " Ground water movement... ..... . . ......... ... ... ... .... . ... ....... ... . Groundwater quantity. . .... ... . .. ......... . .. ...... ......... ... . .. . Groundwater quality. ... ... .... . . ... ... .. . ............ ... . .. .... . ... Public water supplies. ..... . ... . .. . .................... ... ... ... .... Flora Numbers or, diversity of species. ...... . .. ... .... ........... .... .. ... Unique species. . . . . .. . . ... . . . . .. ... .. . .. .. .. ...... ......... ......... Barriers cnd/or corridors... . . .. . . .. .. . .. . .. .. . ........... . ......... Agricultural crops. .. . . .. .. . . . . .. ... . .. . . .. .. . . ................. ... Fauna Numbers or diversity of species. . . . . . . . .. ... ............... ... ..... . Unique species.. ... .. .... . . . . .. . .. . ... . . ... . . . ............ .......... Barriers and/or corridors... ..... .... .. .... . . .. ..... ............ .... Fish or wildlife habitat.... . . . .. ... ...... . . . . .. .... . ....... ...... .. Noise. . . . . .... . .. . . .... . . .. .... . .. . ... .... . .. .... ....... .. . . ... . .... Lightand Glare. . . . . . .. . .. . .. ... . . . . . .. . . .... . .............. ...... . ... LandUse. . . ... .. . . ... ...... ... ...... ... ... ... ... ...... ... Natural Resources - -- -- f3.ate -of use. . . ... ... . . .. . . .. . . . . . . . . . . . . . .. ... ..... . ..... . ...... .... Nonrenewable resources. . . . . ... ... .. . . . .. .... .... ......... ...... . .... Risk-of-Explosion or Hazardous Emissions.. .. ... ... . .. . . . . . . . . . . . . . . . . . Washington State Department of Ecology, Ambient Air Quality Standards, Olympia, Washington, 1971. Washington State Department of Ecology, Maximum Environmental Noise Levels, (WAC 173-60), Olympia, Washington, 1975- Washington State Department of Ecology, Motor Vehicle Noise Performance Standards, (WAC 173-62), Olympia, Washington,' o. ORGANIZATIONS CONSULTED: Burlington Northern Railroad City n' Renton Fire Department City J jRenton Par's & Recreation Department r City of Renton Poli. e Department City of Renton Public Works Department General Disposal Company Milwaukee Railroa, Olympic Pipeline Company Pacific Northwest Bell Puget Sound Council of Governments Puget Sound Power a;id Light Company ° Renton School District Valley General Hospital r, 4 References Beaton, J. L., A. J. Ranzieri, E. C. Shirley and J. B. Skog, Mathematical Approach to Estim� Hi hw�9_aayy Impact on Air Quality_, CA-Hwy-ms< U57U 5TT - 7 -0W5t�off CCalli�fforn a - ivision of-IT g wi ays, 1972. Census Bureau, Characteristics of the Population - 1970 Census of Population, Washington, P City of Renton Planning Department, Community Development Plan, 1976. City of Renton Planning 9epartment, Find] Environmental Impact Statement for u Tiffany Park - Division 3, Renton,-Washington, 1977..-- City of Renton Planning Department, Green River Val'ey Comprehensive Plan, Renton, Washington, 1975. City of Renton Subdivision Ordinance City of Renton Zoning Ordinance and Code. Environmental Protection Agency, Compilation= of Air Pollutant Emission Factors, AP-42 (with revisions), P.esearc Triangle Park, i. Hart, Crowser & Associates, Inc., Geological Reconnaissance and Site Evaluation, z the Milwaukee Land Company Propose Residential A sidential and Commercial Development-, r' 1975. Metro, Proposed Areawide Water Quality Plar Pursuant to Section 208 of P. t L. King ounty, Wash mgton,hedar - Green Piver Basins, 1977. i Pacific Northwest 'fiver Basins Commission, Climatological Handbook --Columbia ' Basin States, Vancouver, Washington, 1968. Preston, Richard, North American Trees, Iowa State University Press, Iowa, 1961. Puget Sound Air Pollution Control Agency, Air Oualit'Data Summary, Tech 1 Services Division, Seattle, Washington, 7u5TT-sW Annuaiiy. Piet Sound Council of Governments, Central Puget Sound Re ion - Population an Housing Lst!m—ates as o Apr- , eattle, asn ng on, . Puget Sound Council of Governments, Comparison of IRGP, METRO 201/208 RIBCO and ROPI AAM Population Forecasts, Seattle, Washington, Steralieb, George and Robert W. Burchell, "The Numbers Game: Forecasting Household Size," in Urban Land, Vol. 33, No. 1. January, 1974. United States Department of Agriculture - Forest Se-vice, Natural Vegetation $ of Oren n _and Washington, Pacific Northwest Forest and Range Experiment to ion, ec nica�hiep rr PN'W-8, Portland, Oregon, 1973. Wahl, T. R. and 0. R. Paulson, A Guide to Bird Finding in Washington, Whatcom Museum Press, Bellingham, WaiE_i6g-fon,-T3TT_. t Unavoidable Adverse Impacts T Adverse impacts w,,irh cannot or Bill not be mitigated by modifications to the project. t Soils and Erosion Rearrangement of topsoils during grading. femporaryincrease in erosion potential during construction. Hydrology Increase in storm water runoff volume. Vegetation Removal of most nacm'al vegetation from 65% of the site. t Wildlire Eliminatior of some non-unique species from th^ site. At, Quality j (to be completed) Noise t (to be completed) p' lit{ Land Use M Reluction !n the amount of land available for alternative future uses. _ansportation and Circulation I•rcreases in peak hour traffic volumes on local streets. 3; S SUNPOINTE (EARLINCTON WOODS) ' - ll' ,, W-534 Lyle E. Fox d/b/a LeRoy Surveyors P 0 Box 740 301 2nd Ave. NE Suite A g� PUVALLUP, WASHINGTON 98371 _ __ Phone 8486608 I A�nJ"Yr _ e____..a— Y.>;...�-' _ • h�^�I I:' f a 1 s } r fl tl J A§a WE ARE SENDING YOU Attached Urder separate cover via _-the following hams: _. Shop drawmgu Prints [: Plans Samples L Spec.ncahons Copy of letter Change order I COeIEe DATE NO. DE6Ca1MIIDII � ✓"'� � I THESE ARE TRANSMITTED as checked below C For approval Approved as submitted r Resubmit---copies for approval For your use Approved as noted ❑ Subm$__„_-copies for distribution O As requested 1-: Returned for corrections f'! Retum.__correctni prints ew.ew and comment ! __ -_-- - --......-._ _._...____..,.._.. Cl FOR BIOS DUE ______.� 19 C. PRINTS RETURNED AFTER LOAN TO US REMARKS_—_y,I�' ..._.�(-<._is2..l�1�'' ---t f....✓..lc:.�.. ..�... ✓Cti-YrZ.tL_.G�,s?:".t:!.,vr, .CAL -._. -` .sjl� 51 ��'� _ �--7�`'�"Ge*�C1�_t�af,IG��yc..:,�'.s.:L�"t y �, s>_.,s.. ✓ _<-:.�_r� _.,ESs�r._.... r-CTZr34. �'-.�dc.s�E.-:�- a!�.,.t.• � ,� cLtrrt�c."-r,��fr>�1.__s7,�--L�.r�a�___ COPY TO, � v _..--SIGNS .K . .. .w/�e /yl ;r`eN.M 4w1x.W II Mf.tn•urYf YII rvar Ie W YtY: Yi/rMJ Mr N Mt1 / - Said heretofore mentioned grantee, its SUCCQSSOrf or assigns, .hall Lave the right, without prior notice or proceeding at law, at such times as may be r necessary to enter upon sate above described property for the purpose of construut- inS, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private Improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy thb,aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use dues not interfere with installation and maintenance of the utilities. However, the grantor, shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful ownr.rs of-the above properties and that they have a good and lawful right to execute this agreement. CP/CHG As9ociates, A JVint Venture ._ and Clio International, Inc., Partner and and Clinton L. Hergert, President and CORPORATE FURM: STATE OF SS COUNT, OF 1 On this day of 19 _ before me, the undersigned, a Notary Publ cc'Tn an _for the tataof duly commissioned and sworn personally appeared am to me known to be the _ and respectively, of the corporation that executed thy: fore- going instrument, an acknowledged said instrument to be tiie free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said ir, .trument. and that the seal affixed is tFecorporate seal o° said corporation. WITNESS my hand and official seal hereto affixed the day and year in t0 s certificate above written. o_tary'D'uLllcTan o�Tr t is 5'6W o('— residiny it i WATERLINE "ASEMENT "F" COMMENCING AT THE, SOUTHWEST CORNER OP SECTION 18, TOWNSHIP 23 NORTH, RAN';F. 5 FAST, W,M., KING COUNTY, WA.'HINGV M; THENCE NORTH 44025'24" EAST FOR A DISTAMrF OF 831.54 FEET TO A POINT ON THE NORTHERLY BOURADARy OF THF. r'ACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST PAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGT'ON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE. SOUTHERLY SOUNIPIRY OF THE PLAT EARLINGT(M, RECORDED IN VOLMM 14 OF PLATS, PAGE, 7 (A.F. 0473749), RECORDS OF KING COUNTY, WASHING TC3N; THENCE NORTH 55"10'09" EAST FOR A DISTANCE OF 269.75 FEET TO THE TRUE POINT OF BEGINNING OF THIS HATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDt OF THE FOLLOWING DESCRIBED CFNTERLINE; THENCE, NORTH 45027'51" EAST A DISTANCE OF 137.00 FEET; THENCE SOUTH R9`32'09" FAST A DISTANCE OF 2.3.00 FEET TO THE TERNINUS OF SAIfi CFNTFRLINF.. WATERLINE FASEMF.NT "G" COMMENCING AT THE SOUTHWEST CORNER OP SECTION I8, TOWNSHIP 23 NORTH, RANGE 5 PAST, M.N., KING COUNTY, WASHINGT'ONN; THENCE NORTH 44-25*24" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-NAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE. BURLINGTON NORTHERN RAILROAD, SAID MINT ALSO BEING ON THE SOMIMLY BOUNDARY OF THE PLAT FARLINGTCAN, RECORDED IN VOLUME 14 OF PLATS, PACE 7 (A.F. #433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 81042'59" FAST FOR A DISTANCE OF 474.54 PEST TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE. OF THE FOi.LOWINC DESCRIBED CPNTBRLTNP.; THENCE SOUTH 02014'22" WEST A DISTANCE. OF 48.R3 FEET TO THE TERMINUS or SAID C'F.NTRRi,TNE. TOGETHER WITH ALL APPUF.TF.NANCES THFRP.TYA. WATERLINE EASEMENT "D" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 FAST, W.M. , KING COUNTY, WASHINGTON; THENCE NORTH 44"25'24" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON Ill): NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RICHT-OP-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2-WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING UN THE SOUTHERLY BOUNDARY OF THE PLAT of FARLING", RECORDED IN VOLUME 14 or PLATS, PAGE 7 (A.F.N. 433749), RACORDS OF KING COUNTY, WASHINGTON; THENCE 16' 31' 32" FAST FOR A DISTANCE OF 662.45 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT DIES 7.5 FEET ON EITHER SIDE OF THX FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 70' 46' 37" WEST 205.84 FEET TO POINT A OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 20' 34' 00" EAST 31.76 FEET; THENCE NORTH 69' 23' 28" WEST 82.90 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT A NORTH 70' 46' 37" WEST 27.09 FEET; THENCE SOUTH 19*37-34" WEST 31.01 FEET TO POINT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71°01'30" EAST 32.69 FEET; THENCE CONTINUING FROM POINT B SOUTH 19"37'34" WEST 100.00 FEET TO i'OINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71*01-30" EAST 30.72 FEET; THENCE CONTINUING PROM POINT C SOUTH 19'37'34" WEST 14.00 FEET; THE^:CE SOUTH 70*35-54" WEST 28.00 FEET TO POINT D OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 30'43'14" EAST 57.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT D SOUTH 70'35'S4" WEST 3.94 FEET; THENCE NORTH 71'32'09" WEST 18.65 FEET TO POINT E OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18'04'41" WEST 34.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT E NORTH 71'22'09" WEST 141.59 FEET TO POINT F OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18'27'51" WEST 31.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT F, NORTH 71'32'09" WEST 126.35 FEET TO POINT G OF 711I3 CENTERLINE DESCRIPTION; THENCE SOUTH 21'50'43" WEST 35.5 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT G NORTH 71'32'09" WEST 8.42 FEET; 'f111NCE SOUTH 57'39'03" WEST 74.57 FEET; THEME NORTH 71'23'52" WEST 183.75 FEET T'O POINT H OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 20057'34" EAST 16.34 FEET; THENCE NORTH 69002'27" WEST 41.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT H, SOUTH 16'37'39" WEST 181.64 FEET; THENCE SOUTH 41'56'14" WEST 9.52 FEET TO POINT J OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 46037105" EAST 12.98 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT J SOUTH 41'56'14" WEST 24.44 FEET TO THE TERMINUS OF THIS CENTERLINE. LESS THAT PORTION LYING WITH THE RIGHT-OF-WAY OF STEVENS AVENUE SOUTHWEST. AND LESS THAT PORTION LYING WITHIN WATER LINE EASEMENT "C". WATERLINE JASEMENT "E" COMMENCING Al THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE NORTH 44'25'24" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET ', OF 11, VOLUME 2-WASHINGTCN, RECORDS OF THE. BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING 'fi THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTCN, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F.N. 433749), RECORDS OF KING COUNTY, WASHINGTON; TI4NCE 19"58140" EAST FOR A DISTANCE OF 701.17 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 PEET CA EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THEME SOUTH 45'00'37" PAST 132.39 FEET TO POINT A; THENCE NORTH 39'11'36" EAST $3.67 FEET TO THE TERMINUS Me' THIS CENTERLINE; THENCE CONTINUING FROM POINT A SOUTH 45"U0'37" EAST 13.00 FEET; THENCE SOUTH 75'18'36" FAST 131.34 FEET TO POINT B OF THIS DESCRIPTION; THENCE SOUTH 23*09134" WEST 38.81 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT B, SOUTH 75'18'36" EAST 13.76 FEET; THENCE SOUTH 44*21157" PAST 102.15 FEET; THENCE SOUTH 61'25'18" FAST 94.81 FEET; THENCE SOUTH 15644'47" EAST 27.80 FEET; THENCE SOUTH 46'40'43" EAST 8.74 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE EASEMENT "A" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 1.8, T[AMSHIF' 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON, TTWLNCE NORTH 44"25'24" EAST FOR A DISTANCE OF 931.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE. MAIN SINE RIGHT- OF-WhY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 0." 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARI.INGTON, RECORDED IN VOLUME 14 OF FLATS, PAGE 7 (A.P. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 86°05'50" EAST 946.84 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 25"23'33" EAST 10.00 FEET TO THE TERMINUS OF 7711S CENTERLINE DESCRIPTION. WATERLINE EASEMENT "B" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M., KINC COUNTY, WASHINGTON; THENCE NORTH 44"25'24" FAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2-WASHINGTON, RECORDS UP THE BURLDNCTCM NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.P.N. 433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 20-57145" EAST 242.26 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 63°39'04" WEST 157.71 FEET; THENCE NORTH _ .4 72021'25" WEST 142.73 FEET TO POIN^ A OF THIS CENTERLINE DESCRIPTICKI THENCE CONTINUING FROM POINT A NORTH 72°21'25" WEST 7.36 FEET; THENCE NORTH 33025'55" WEST 55.68 FEET TO POINT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 56"34'05" WEST 29.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FRCN POINT :*r B, NORTH 33-25.55" WEST 29.82 FEETITH12CE NORTH 71017'25" WEST 135.24 FS..: TO POINT C UP THIS CENTERLINE DESCRIPTION; THENCE SOUT11 33"35'48" WEST 26.22 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT C, MORTH 19" 05'12"EAST 109.1E FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE EASEMENT "C" COMFHNCI'N; AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANCF 5 EAST, W.M., KING COUNTY, WASHINGT()N; THENCE NORTH 44`25'24" EAST FOR A DISTANCE CF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PAC-111L '.'OAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME' 2-WASHING", RECORDS OF THE BURLINGTO7 NORTHERN RAILROAD, SAID POINT ALSJ BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGT, RECORDED IN VOLUME 14 C'P PLATS, PAGE 7 (A.P.N. 433749) , RECORDS OF KING COUNTY, WASHINGTON, THENCE NORM 44-15'25" WEST 632.85 FEET TO THE. TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; :AID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 73007'14" WEST 46.84 FEET Tb POINT A OF THIS CENTERLINE DESCRIPTION; THENCE .SOUTA 150I9'25" EAST 20.07 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT A. SOUTH 73°07'14" WEST 19.80 FEET TO POINT B OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 15"19'25" WEST 52.28 FEET T.`O THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT B, SOUTH 73"07'14" WEST 20.56 FEET; THENCE SOUTH 89012'52" WEST 39.79 FEET TO POINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 19"51'40" WEST 21.05 FEET TO POINT D OF THIS CENTERLINE. DESCRIPTION; -..1ENCE NORTH 72020'22" WTFRT 77.95 FEET TO THE. TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FORM POINT OF 3O'0T11 19-51140" WEST 66.28 FEET TO POINT E OF THIS CENTERLINE UESCRIPTION; 711 NCE NORTH 66024116" WEST 16.40 FEET TO THE TERMINUS O' THIS CENTERLINE; THENCE CONTINUING FROM POINT E, SOUTH 19-51'40" WEST 10.46 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT C, NORTH 72"59'38" WEST 120.46 FEET; THENCE NORTH 4'1"22' 35" WEST 57.17 FEET TO POINT F OF THIS CENTERLINE DESCRIPTION; THENCE N'iRTH 39*38108" EAST 24.30 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE C(AITINUING FROM POINT F, NORTH 47"22135" WEST 30.95 FEET, 71IINCE NORTH 71°17'35" WEST 122.20 FEET; THENCE SOUTH 17400'12" WEST 35.90 FEET 71) POINT G OF THIS CENTERL ML DESCRIPTIONN THENCE NORTH 75"12'18" WEST 38.0E FEET TO THE TERMINUS OF ',HIS CF.'NTEFLINE; THENCE. CONTINUING FROM POINT G, SOUTH 17"00'12" WEST 12.57 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. UTILITIES #I E A S E M E N T THIS INSTRUMENT, 19_p2.i read• thls'�r�t.liday of i and ; by and betwen and CF/CHG Asexidtes and CHC Snternat ional F •nd� _ hereinafter calla) "Gran for(s)", and the CITY F RENTON, a Munlcipoi Corporation of King County, Washington, berelnafter tilled "Grantss"• WITNESSETH: f the sua of 5 for and in consideration o --1'�""�do by That said Grantor($) , id by Grantee, and other valwrie cunt Gra nt on its rant, bargain fall , convey, and warrant untc the Bald Grantee, -thas• presents, g for public utilities (Including water and sawelth successors and assigns, an eascme^t through, across and upon the followsfollowi : describe Proper' necessary aDDurtenancef over, described as In King County, Washington, morc particularly t uw-1 J Lyle E. Fox d/b/e LeRoy Surveyors P 0 O rIrMAMMaep &L . , Box 740 301 'lnd Ave. NE Suite A PUYALLUP, WASHINGTON 98371 Pfwrw 848-6608 TO WE ARE SENDING YOU %,,A relied ❑ Under sepassta cqw ep the t000r j It m;T 1..1 Shop drawing, ❑ PARIS C1 Plans f! Saopks C1 SoKiegdlom L.; Copy of letter I] Chimes a drift U fOIrG wre w0. naaca+nroiJ �017"._._. ^.-.r. THESE ARE TRANSMITTED as checked below: U-ft_ approves F1 Approved as.auMnifted 0 Resubmirt—____copm for approval f1 For your use fJ Approved as now I] Solved-__.copies for dlstributbn 1.) As repwsted O RoWmsd for corrocbens !_1 Return—._..corncW p hft 0 For review and comment rl 17 FOR�/�,pJDSS DUE ._ .�19_,_-__❑ PRINTS RETURNED AFTER LOAN TO US REMARKS.__.!f!iL „t�id --Age-1467—s7.`B.�..� 4 4L - 4 A&=4 COPY i.w.rwarrn rn.n..wr..s, aMarr w.inr' w .. _.- A i COMPLETE LAND PLANNING SERVICE �(nlf0 Serving the Pacific Northwest e jIYJNr+ OUR PL 94iF - CehU enlrow FW 111116 l of our P1114IM-1181 ObbNetwnF gqg 6609 'r., fee W "•F�nN� ,n June 28, 1982 City of Renton Department of Publi: Works 200 Mill Ave. South Renton, Washington 98055 Re: Sunpoints Water, Sanitary a Storm Sewer System Centlemen: Following, ple u find an itemized list of materiil installed with the complete price for each. water _rystem 5159 L.F. 12" ductile iron pipe s 92,960.00 725 L.P. 8" ductile iron pipe 9,425.00 80 L.F. G" ductile iron pipe 840.00 60 L.P. 30" casing 9,600.00 99 L.P. 24" rasing 20,000.00 12 fire hydrants with 8x6x6 tee, valve i valve box 21,560.00 17 12" gate valves 28,050.00 9 8" gate valves 3,600.00 55 concrete blocks 1,650.00 2 blow offs 1,100.00 Cast iron fittings 16,000.00 Total 5190,285.00 Sanitary Sewer System 5844 L.P. 8" PVC sewer pipe S 96,430.00 -+91430-..90 231 L.P. 8" ductile iron pipe 5,310.00 37 manholes with solid lid 59,200.00 1 street connection into existing mandole 3,000.00 9 lamp holes 1,800.00 13 8x8x6" tee'e 260.00 7 6" plugs 70.00 Total $173,500.00 COMPLETE LAND PLANNING SERVICE Serving the Pecilic Northwest OVa PLEDGE— cnnwwmwus fw"Illm�nl d aw P,deutunal Oblogalr%i Page 2 Storm Drain System y 2228 L.F. 24" aluminum pipe S 49,000.00 _ 1003 L.P. 18" aluminum pipe 16,050.00 2952 L.F. 12" aluminum pipe 36,900.00 475 L.F. 8" concrete pipe 4,750.00 37 Type I catch basins 16,650.00 14 Type 12 catch basins 14,000.00 24 Type III manholes 24,000.00 " 1 Type I oil/water separator catch basin 580.00 8 Type II oil/water separator catch basins 9,600.00 1 72" Type III manhole 2,400.00 1 72" special outfall manhole 6,000,00 Toral If you have any questi,ms or need any more information, please c ant._t me at 848-6608. Sincerely, I' PROJECT TAKEN INTO PLANT IN 1982 BEGINNING OF FILE FILE.::lw7i` G KC;j- Earlfr,g r, %now S i WATERLINE EASEMENT "F" COMMENCING AT THE SOUTHWEST CORHF,R Cr TON ],3, RANGE. 5 EAST, W.M., KING COUNTY, Hh SHIPR;TCJM; THE!1CfY lIOR77i 44'25'2i" FOR A DISTANCE OF 831.54 FE^T T^ a POINT ON TH. NORTHERLY BOUNDARY t�,... THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHCA"7i ON 1'FfE MA]N LIME RIG'ti' OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 ".WASHINGTON, RIX;ORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT AT,$ BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT FARLINGTON, RECORDED TH V(7..... 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COU,'TY, WASHINGTON; THENCE NCRTH 55'10'09" FAST FOR A DISTANCE OF 269.75 PEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NC,RTH q.�°i " EAST A DISTANCE OF 137.00 FEET; THENCE SOUTH 89'32'09" EAST A DISTAM'o. OF 23.00 FEET TO THE TERMINUS OF ^,AID rF.NTERLINE. WATERLINE EASEMENT "G" CO MENCING AT THE SOUTHWEST COMER GF SECTION 19, T.'Ok NSHIP 23 NCRi:,, RANGE 5 EAST, N.M., KING COUNTY, F.WSHINGTCN; THENCE NORTH 44'25'22" ZL FOR A DISTANCE OF 831.54 FEET TO A POINT ON 7'E NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS S'10%V ON THE MAIN LINE RICH!, OF-WAY AND TRACK MAP, PACTFTC COAST RAILROAD, STIEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN AAILROAD, SAID POINT ALSO BEING Obi THE SOUTWERLY BOUNDARY OF THE PLAT EARLINGTOW, RECORDED IN VOI,C';; 14 OF PLATS, PAGE 7 (A.F. 0433749) , RECORDS OF KING COUNTY, WASHING1C7Ns e. THENCE SOUTH 81042'59" EAST FOR A DISTANCE OF 474.54 FEET TO THE TRUE " POINT OF BEGINNING OF THIS WATER FASP.MENT; SAID EASEMENT LIES 7.5 FEET CM EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERTANE; THENCE SOUi"t 'y WEST A DISTANCE OF 48.83 FEET TO THE TEE t":IF. OF SA IT, CFTITF!'.,r TOGETHER WITH ALL. APPURTENANCES THERETO, p R i l i ) i 1 F � WATERLINE EASEMENT "D" I COMMV4CING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 1-3 NORTH, RANGE 5 FAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44'2S'22" FA ST FOR A DISTANCE OF 8 31.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-Why ANO TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - P WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAN,, SAID PCTNT ALSO EEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, P.EvORDED IN VOLUME. 14 OF PUTS, PAGE 7 (A.F. 0433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 1305C'07" EAST FOR A DISTANCE OF 663.60 FEET TO TT ; TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 71'01'30" WEST 205.86 FEET TO POINT A OF THIS CENTERLINE DESCRIPTION, T".NENCE NORTH 18'58'30" EAST 35.00 FEET; THENCE NORTH 71°01'30" WEST 82.06 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT A NORTH 71001'30" WEST 30.00 FEET; THENCE SOUTH 18'27'51" WEST 30.00 FEET TOPOINT B OF THIL CENTERLINE DESCRIPTION; THENCE SOUTH 71001'30" EAST 35.00 FEET; TNNENCE CONTINUING FROM POINT B SOUTH 18127'51" WEST 100.00 FEET TO POINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71"01'30• EAST 31.00 PERT; THENCE CONTINUING FROM POINT C SOUTH 18'27'5"' WEST 14.00 FEET; THENCE SOUTH 70°35'54" WEST 28.00 FEET TO POINT D OF THIS CENTERLIN h, DF,SCRIPTTIONt '.'HENCE SOUTH 30043'1"" EAST 57.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING F I POINT D SOUTH 70'35'54" WEST 3.94 FEET; THENCE NORTH 71032'09" WEST 18.65 FEET TO POINT E OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18"04'41" WEST 34.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT E NORTH 71032'09" WEST 14l.59 FEET TO POINT F OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18"27'51" WEST 31.00 FEET TO THE TERMINUS OF THI.. CF.NTERLLNC; THENCE CONTINUING FROM POINT F, NORTH 71'32'09" WEST 126.35 FEET TO POINT G OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 21'50'43" WEST 35.5 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT G NORTH 71'32'09" WEST 8.42 FEET; THENCE SOUTH 59'50'40" WEST 76.44 FEET; THENCE NORTH 71'32'09" WEST 193.50 FEET TO POINT H OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 16'45'10" EAST 17.5 FEET; THENCE NORTH 73'14.50" WEST 41.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT H, SOUTH 16*45*10" WEST 196.56 FEET; THE?" SOt.1TH 39'18'68" WEST 3.61 FEET TO POINT J OF THIS CFTNTERLINF DESCRIPTION; THENCE SOUTH 46037'OS" FAST 14.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT J SOUTH 39'38'08" WEST 25.39 FEET TO THE TERMINUS OF THIS CENTERLINE. LESS THAT PORTION LYING WITH THE RIGHT-OF-WAY OF STEVENS AVENUE SOUTHWEST. AND LESS T'HA PORTION LYLG WITHIN WATER LINE EASEMENT "C". WATERLINE EASEMENT "N;" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANEE 5 EAST, W.M., KING COUNTY, WASHINC,TCM; THENCE NORTH 44125'22" EAST FOR A LISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD , GHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, V01 4E 2 - WA.'',HINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE: PLAT EARLINGTCN, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 19'49'28" EAST FOR A DISTANCE OF 692. 70 FEET TO THE TRINE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID FASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; TTIFNCE SOUTH 48'04'59" EAST 124.79 FEET TO POINT A; THENCE NORTH 45027'51" EAST 55.18 FEET TO THE TERMINU" OI THIS CFNTF.RLINE; THENCE CONTINUING FROM POINT 4 S(f)nT 48'04'59" EAST 10.48 FEET; THENCE SOUTH 74"06'49" EAST 139.28 FEET I POINT B OF THIS DESCRIPTION; THENCE SMITH 23'09"34" WEFT 39.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT B, SOUTH 74006'49" FAST 13.72 FEET; THENCE SOUTH 44'32'09" EAST 118.00 FEET; THENCE SOUTH. 89'32'09" FAST 20.00 FEET; THENCE SOUTH 44'32'09" EAST 93.83 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. !I ayl `\y 1 q WATERLINE CASEMENT "A" TTT }� COMENCTNG AT THE S '"rRWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M., KING COVN'F1, WASHINGTON; NHENCE NORTH 44°25'22" FAST FOR A DISTANCE OF 831.i4 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-W'AY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLIHGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 86*05-50" EAST 946.84 FEET TO THE "RUE POINT OF SFC,INNIMG OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE. OF THE. FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 2:023'33" EAST 10.00 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE EASEMENT "S" 'a COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M., KING COUNTY, WASHINGTON; THENCE NORTH 44°25'22" EAST ' FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORIHERLY BOUNDARY OF } THE PACIFIC COAST RAILROAD RIGHT-OF-NAY AS SHOW CN THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO t BEING ON THE SOUTHERLY BOUNDARY OF 711: PLAT ET.RLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749) , REC^RDS OF KING COUNTY, WASHIKGTON; THENCE NORTH 20"57'42" EAST 242.26 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEP.T ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 63°22132" WEST 159.99 FEET; THENCE NORTH 71'32'09" WEST 141.63 FEET TO POINT A OF THIS CENTF.RLIME DESCRIPTION; THENCE NORTH 11°29'45" EAST 14.00 FEET TO THE TERM" S OF THIS CENTERLINE"; THENCE CONTINUING FROM POINT A NORTH 71°32'09" WEST 7.37 FEET; THENCE NORTH 33025'55" MST 55.68 FEET TO POINT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 56°34'05" WEST 29.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT B NORTH 33°25'55" _ WEST 29.32 FEET; THENCE NORTH 71"17'25" WEST 135.24 .EET TO POINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 33007'32" WEST 26.22 FEET TO THE TERMINNUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT C NORTH 19°05'12" EAST 109.16 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE EASEMENT "C" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KIN, COUNTY, WASHING7ON; THENCE NORTH 44°25'22" FAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MATH LINE RIGIIT- OF-WAY ANu TRACK MAP, PACIFIC COAST RAILROAL, SHEET 5 OF 1; , VOLUME 2 - WASEINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON 'fHE SOUTHEPLY nOPTNDARY OF THE PLAT FARLINGTON, RECORDED IN VOLUME: 14 OF PLATS, PAGE 7 ''.F 0433749), RECORDS OF KING COUNTY, WASHTNG7rm; THENCE NORTH 44°39'31" WEST 635.28 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE. FOLLOWING DESCRIBED CENTERLTN£; THENCE SOUTH 74008'53" WEST 46.% FEET TO POINT A OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 15019'25" EAST 20.00 FEET TO THE TEIWTNUS OF THIS CLATERLTN6; THENCE CONTINUINr -..AM POINT A SOUTH 74108.53" WEST 19.79 FEET TO POINT B OF THIS CENTERLINE; THENCE NORTH 15°19'2S" WEST 52.00 FEET TO THE TERMINUS OF TNT: CE.T'FPLTNE; ?'FIFNCE CONTINUING FROM POINT B SOU711 74°08'53" WEST 26.51 FEET; THENCE SONiTH 89°55'53" :PEST 38.00 FEET TO POINT C OF THIS CENTERLINE DESCRiPT--CN; THENCE SOUTH 17"39'38" WEST 1i. 31 FFET TO POINT D OF THIS CF.:NTERI,INE DESCRIPTTON; THENCE NORTH 72°20'22" EAST 20.00 FEET TO TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT D SOUTH 17°39'26" WEST 66.19 FEET TO PO1TiT £ OF '1TNIS CENTERLINE DESCFIPTION; THENCE NORTH 66°24'16" WEST 16.00 FEET TO TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT E, 5017TH 17°39' 38" WEST 10.50 FEET TO TERMINUS OF THIS CF.NTF.RI.LNF.; THENCE CONTINUI'+G FROM Pf3TNT C NORTH 72'54112" WEST 1'2.36 FEET; THENCE NORTH 50"21'52" WEST 61.67 FELT TO POIM• " OF THIS CENTERLINE DESCRIPTION; T 3T"I^ NORTH 39038'08" EAST 27.00 FEET TO d TERMINUS OF T1fIS (,LNTF.RI,INE; THENCE ,'ONTI .NC, FROM P7TNT F NORTH 50"21'S2" WEST 27.33 FEET; THENCE NORTH 70017159" WEST 124.07 FEET; THENCE SOUTH 18°27'51" WEST 35.43 FEET TO POINT G or THIS CENTERLINE, DESCRIPTION; THENCE NORTH 71-32109" WEST 37.00 FEET TO THE TERMINUS OF THIS CENTF.RLTNE; THENCE CONTINUING PP(M POINT G, SOUTH 18°27'51" WEST 12.57 FEET TO THE TERMINUS OF THIS CrNT'EPLINE DESCRIPTION. I SANITARY SEWER EASEMENT 5 COMMENCING AT THE SOV!-HWF:ST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.N., KING COUNTY, WASHINGTON; THENCE NORTH 44025'22" EAST p FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTH.'-'RLY BOUNDARY OF i 4.'E PACIFIC COAST RAILROAD RIGHT-OF-NAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749) , RECORDS OF KING COUNTY, WASHINGTON, THENCE NORTH 26051'01" WEST 450.45 FEET TO THE POINT OF BEGINNING OF THIS SANITAR': SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 41'04'21" WEST 158.00 FEET TO THE TERMINUS OF SAID CFIf-ERI,INE. LESS THAT PORTION LYING WITHIN THE RIGHT-OF-WAY OF &XTHWEST 5TH COURT. SANITARY SEWER EASEMENT 6 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.H., KING COUNTY, WASHINGTON; THENCE NORTH 44025'22." EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE. NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN TINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTCN, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTCW, PECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 4433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 26051'01" WEST 450.45 FEET TO THE POINT OF BEGINNING OF ,. THIS SANITARY SEWER EASEMENT, SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 17053'04" FAST 233.46 FF . TO THE. TER44TNl1S OF SAID CBNTERLLNE. , LESS THAT PORTION LYING WITIf IN TUi F. PIGHT-OF-WAY OF SOUTHWEST STH COURT. v SANITARY SEWER EASEMENT 1 CGMMEVCING AT THE SOUTHWEST CORNEP OF SECTI!Ni 18, T40MNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE, NORTH 44025'22" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFLC COAST RAILROAD, SHEET 5 OF 11., VOLUME, 2 WASHINGTON, RECORDS OF THE BURLI.NGTGN NORTHERN RAILROAD, SAID POINT AIM BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGT'ON, RECORDED IN VOLUME " 14 OF PLATS, PACE 7 (A.F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 67035'14" FAST FOR A DISTANCE OF 674.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIE 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 62"2I'45" WEST FOR A DISTANCE OF 73.00 FEET TO T L TERMINUS OF SAID CENTERLINE. Y V SANITARY SEWER EASEMENT 2 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, N.M., KING COUNTY, WASHINGTON; THENCE NORTH 44025'22" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE PIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID I`OIL+T ALS0 BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDL "OLUME 1^ JF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WA. .:.."N; THENCE NORTH 13011'36' EAST FOR A DISTANCE OF 642.87 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID FASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 66050'33" WEST FOR A DISTANCE OF 121.00 FEET TO THE TERMINUS OF SAID CENTERLINE. ITARY SEWER EASEMENT 3 'r COEMLNC T THE SOUTHWEST CORNER OF SECTION 18, TOWNSH 23 �5'22"'EAST RANGE 5 EAST, KING COUNTY, WASH INGTON; THENCE R . FORA DISTANCE OF 54 FEET TO A POINT ON T}IE BOUN THE PACIFIC COAST ItAILRO IGHT-OF-WAY AS S1M THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC ST RAILR , SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURI,INS RTHERN RAILROAD, SAID POINT ALSO BEIN„ ON THE SOUTTiF1 AOUNDARYY THE P . EARLINGTUN, RECORDED IN VOLUME 14 OF PIATS, �30"10" ST 749), RECORDS O G COUNTY, WASHINGTON; THENCE NORTTI RA DISTANCE OF 440. ET TO THE TRUE POINT BEGINNING (fER EASEMENT; SAID EAdEM_. S 7,5 FEET ON EITIIE E OF Tiff FOLLOWING DESCRIAED CLNTF,RLINE; THENCE 41"32'49" TIES A DISTANCE OF 135.00 FEET .0 THE TERMINUS OF SAID CLNT'ERL i SANITARY SEWER EASE14LNT 4 COMMENCING AT 'THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44025'22" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDAPY OF THE PACIFIC COAST RAILROAD RIGHT-OF -WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTCN, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON T1iE SOUTHERLY BOUNDARY OF THE: PLAT F.ARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749), RECORDS CF KING COUNTY, WASHINGTON; THENCE NORTH 43040'SS" WEST FOR A DISTANCE OF 645.17 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 76"47'34" WEST FOR A DISTANCE OF 'I5 37 FEET; THENCE NORTH 71032'09" WEST FOR A DISTANCE OF 1i1.44 FEET; THENCE NORTH 71032'09" WEST FOR A DISTANCE OF 205.00 FEET; THENCE NORTH 23"10'59" FAST FOR A DISTANCE OF 219.00 FEET TO THE TERMINUS OF SAID CENTERLINE. { i STORM SEWER EASEMENT "A" F COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44'25'22" EAST 1 FOR A DISTANCE OF P31.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF ro THE PACIFIC COAST RAILROAD RIGHT—OF—WAY AS S110WN ON THE MAIN. LINE RIGHT— ' OF—WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEFT 5 OF 11, VOLUME 2 — WASHINGTUS, RECORDS OF TILE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO } BEING ON THE CjUTHERLY BOUNDARY OF THE PLAT EIRLINGIlON, RECORDED IN VOLUME, 4 14 OF PLATS, PAGE - (A F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 76023'33" EAST 1351.63 FEET TO THE TRUE POINT OF BEGINNING OF THIS STORM SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE ^' OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 69"15'24" FAST 84.26 FRET; THENCE SOUTH 29'23'23" EAST 149.73 FEET TO THE TERMINUS OF THIS C.ENTERLINF. DESCRIPTION. LESS THAT PORTION IYINC, WITHIN SOUTHWEST 5TH P1ACE. STORM SEWER EASEMENT "B" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NONT41 44025'22" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT—OF—WAY AS SHOWN ON THE MAIN LINE RIGHT— OF—WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 — y� WASHINGTON, RECORDS OF THE BURI.INGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THRICE NORTH 26'41'13" EAST 266.76 FEET TO THE TRUE POINT OF BF.OINNING OF THIS STORM SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITe1L'R SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 62035'32" WEST 299.66 FEET; THENCE SOUTH 87'32'17" WEST 109.34 FEET; THENCE NORTH 68`53'27" WEST 179.77 FEET; THENCE NORTH 51'48'13" WEST 5:r..89 FEET; THENCE NORTH 68'39'58" WEST 127.91 FEET TO POINT A OF THIS DESCRIPTION: THENCE SOUTH 24036'45" WEST 38.54 FEET TO TERMINUS OF CENTERLINE; THENCE CONTINUING F'R(.M POINT A, NORTH 48'S9'40" WEST 42.71 FEET; THENCE NORTH 18055'24" + EAST 178,67 FEET; THENCE NORTH 77010'22" FAST 132.02 FFF.T; THENCE N0RTH20'44'21" EAST 39.71 FEET; THENCE NORTH 26051'05" WEST 129.98 FEET; THENCE NORTH 16'%'24" EAST 71.24 FEET TO POINT B OF THIS DESCRIPTION; THENCE !!OATH 38044'07" EAST 48.44 FEET TO TERMINUS OF CF.NTERLrINE; THENC3 CONTINUING FROM POINT B, NORTH 71'17'15" WEST 175.97 FEET; Tf?NCE NORTH 10'05'28" EAST 45.16 FEET TO THE TF.F4INUS OF THIS CENTERLINE DESCRIPTION. LESS THAT PORTION LYING WITHIN STEVENS AVENUE SOUTH14EST. 4$ y tl J q A cu WATERLINE. EA:.F..MENT_"FF" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44025'24" FAST FOR A DISTANCE, OF 831.54 FEET TO A POINT ON THE. NORTHERLY BOUNDARY OF THE PACIFIC '_'OAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINCTON NORTHERN RAILROAD, SAID POINT ALSO L BEING ON THE SOUTHERLY BOUNDARY OF VIE PLAT FARLINGTON, RECORDED IN -VOLUME 14 OF PLATS, PAGE 7 (A.F. 4433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 55°10'09" FAST FOR A DISTANCE OF 269.75 FEET TO THE TRUE r,+Mi,, POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINEt THENCE NORTH 45"27-51" FAST A DISTANCE OF 137.00 FEET; THENCE. SOUTH 89°32'09" EAST A DISTANCE OF 23.00 FEET TO THE. TERMINUS OF SAID CENTERLINE. A. n WATERLINE EASEMENT "G" . ' COMMENCING AT THE SOU". MST CORNER OF SECTION 18, TOWANSHIP 23 NORTH, ' RANGE 5 EAST, W.N., e:ING COUNTY, WASHINGTON; THENCE NORTH 44"25'24" EAST .,,.. FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE. PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE. RIGH'1- ^'�-- OF-WAY AND TRACK MAP, PACIFIC COAST' RAILROAD, SHEET 5 OF 11, VOLUME 2 - ' ? WASHINGTON, RFCOE^'; OF THE BURLINGTON NORTHERN RAILROAD, SAID F01NT ALSO ' + BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTCN, RECORDEr IN VOLUME 14 OF PLATS, PACE 7 (A.F. 0433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 8142'59" EAST FOR A DISTANCE OF 474.54 FEET TO THE TRITE -'s POINT OF BECINNING OF THIS NAM EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 02"14'22" WEST A DISTANCE OF 48.83 FEET TO THE TERMINUS OF SAID CENTERLINE. TOGETHER WITH ALL APPURTENANCES THERETO. y'4 i) t� :f A ,f 4♦}C 1 'qaA WATERLINE FASF14ENT '7" r...Y 4. s^'•Y i,�OL COMMENCING AT THE SOUTHWEST CORNER OF SECTION '_8, '"OWNSHIP 23 WR R^!, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE NORTH 44025'24" EAST FOR A DISTANCE OF 631.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF I!, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SA YD POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN r0LUME 14 OF PLATS, PAGE 7 (A.F. #433749) , RECORDS OF KING COUNTY, WA9HINGTON; THENCE NORTH 16631'32" FAST FOR A DISTANCE OF 662.45 FEET TO TI3L TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 71'01'30" WEST 205.86 FEET TO POINT A OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 18058'30" FAST 35.00 FEET; THENCE NORTH 71071'30" WEST 82.06 FEET TO THE. TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT A NORTH 71,011300 WEST 30.00 FEET; THENCE SOUTH 18'27'51" WEST 30.00 FEET TOP03WT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71001'30" EAST 35.00 FEET; THENCE CONTINUING FROM POINT B SOUTH 18'27'51" WEST 100.00 FEET TO POINT C OF THIS CENTERLINE DESCRIPTION, THENCE SOUTH 71'01'30" EAST 31.00 FEET; ?' THENCE CONTIN'ING FROM POINT C SOUTH 18'27'51" WEST 14.00 FEET; THENCE SOUTH 70°3S'54" WEST 28.00 FEET TO POINT D OF TIIIS CENTERLINE DESCRIPTION; THENCE SOUTH 30*43114" PAST 57.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT D SOUTH 70'35'54" WEST 3.94 FEET; THENCE NORTH 71'32'09" WEST 18.65 FEET TO POINT E OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18004'41" WEST 34.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT E NORTH 71`32'09" WEST 141.59 FEET TO POINT F OF THIS CENTERLINE DESCRIPTIOV; THENCE SOUTH 18'27'51" WEST 31.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT F, NORTH 71032'09" WEST 126.35 FEET TO POINT G OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 21050*43" WEST 35.5 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FRCM POINT G NORTH 71'32'09" WEST 8.42 FEET; THENCE SOUTH 59'50'40" WEST 76.44 FEET; THENCE NORTH 71'32'09" WEST 383.50 FEET TO POINT H OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 16"45'10" EAST 17.5 FEET; T13EWE NORTH 73'14'50" WEST 41.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT H, SOUTH 3.6045'10" WEST - 186.56 FEET; THENCE SOUTH 39-39-08" WEST 3.61 FEET TO POINT J OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 46'37'05" EAST 14.00 FEET TO THE TERMINUS OF THIS C1:'NTERL.INE; THENCE CONTINUING FROM POINT J SOUTH 39038'08" WEST 25.39 FEET TO THE TERMINUS OF THIS CENTERLINE. LESS THAT PORTION LYING WITH THE RIGHT-OF-WAY OF STEMS AVEHJE SOUTHWEST. AND LESS THA PORTION LYING WITHIN WATER LINE EASEMENT "C". WATERLINE EASEMENT "E" COMMENCING AT TINE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORT'., RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON: THENCE NORTH 44°25' 4" EAST FOR A DISTANCE OF 831.54 FEET 70 A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE, BURI.INGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON 'DIE SOUTTIF.RI,Y BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 19'49'28" EAST FOR A DISTANCE OF 692.70 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EA5.2IE.NT; SAID EASEMENT LIES 7.5 FEET ON EITHER !7 SIDE OF THE FOLLOWING. DESCRIBED CENTERLINE; THENCE SOUTH 48-04-59" EAST 124.79 FEET TO POINT A; THENCE NORTH 45°27'51" FAST 55.18 FEET TO THE TERMINUS OF THIS CE'NTERLD4F.; THENCE CONTINUING FROM POINT A CnNTH 48'04'59" EAST 10.48 FEET; THENCE SOUTH 74406'49" EAST 139.28 FEET TO POINT 1! OF THIS DESCRIPTION; THENCE SOUTH 23'09"34" WEST 39.10 FEET TO THE TERMINUS OF THIS CENTER,,:NE; THENCE. CONTINUING F31OM POINT B, SOUTH 74°06'49" FAST 13.72 FEET; THENCE SOUTH 44-32-09" EAST 118.00 FEET; THENCE SOUTH 89032'09" PAST 20.00 FEET; THENCE SOUTH 44'32'09" FAST 93.83 FEET TO THE TERMINUS OF THIS CLNTF,RI,INE DESCRIPTION. y fi ,KA. , ,r JUN WATERLINE EASEMENT;D" I,,3 T T't Pr tv , A COMMENCING AT THE, SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, PANSF. 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE NORTH 44'25'24" FAST FOR A DISTANCE OF R31.54 FEET TO A POINT ON 77YE NORTHERLY BOUNDARY OF THE. PACIFIC COAST RAILROAD RIGHT-OF-NAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 v7...HINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO „ BEING ON THE, SCUTI{ERLY BOUNDARY OF THE PLAT EARLTNGTON, RECOPDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. N433749) , RECORDS OF KING COUNTY, WASHINGTOtN; THENCE NORTH 16"31'32" EAST FOR A DISTANCE, OF 66i.45 FEET TO THE TPUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DE.SCRLAED CENTF.RLTNE; THENCE NORTH 71'01'30" WEST 205.86 PEET TO POINT A OF T71TS CFNTEP.LINE DESCRIPTION; THFNCF. NORTH 18'58' 30" FAST 35.00 FEET; THENCE NORTH 71'01 '30" WEST 82.06 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE. CONTINUING PROM POINT A NORTH 71001' 30" WEST 30.00 FEET; THENCE. SOUTH 18027'51." WEST 30.00 FEET TOPOINT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71'01'30" FAST 35.00 FEET: T THENCE CONTINUING FROM POINT B SOUTH 18'27'51" WEST 100.00 FEET TO POINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 71'01'30" EAST 31.00 FEET; - I`• . THENCE CONTINUING FROM POINT C SOUTH 1R"27'51" WEST 14.00 FEET; THENCE. ^'I' SOUTH 70035'54" WEST 28.00 FEET TO POINT D OF THIS CENTERLINE, DESCRI➢TION; THENCE SOUTH 30"43'14" EAST 57.00 FEET TO THE TERMINUS OF THIS CrNTFRLTNF.; THENCE CONTINUING FROM POINT D SOUTH 70035'S4" WEST 3.94 FEET; THEN"T' NORTH 71'32'09" WEST 18.65 FEET TO POINT E OF THIS CENTERLINE. DESCRIPTION; THENCE SOUTH 18004'41" WEST 34.00 FEET TO T11E TERMINUS OF THIS CENTERLINE; THENCE CONTINUING PROM POINT E NORTH 71032'09" WEST 141.59 FEET TO POINT F OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 18027'51" WEST 31.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT F, NORTH 71'32'09" 'VEST 126.35 FEET TO POINT G OF THIS CFNTERLINE DESCRIPTION; THENCE SOUTH 21'50'43" WEST 35.5 FEET TO THE TERMINUS OF THIS CF.NTF.RLIWE; THENCE CONTINUING FROM POINT G NORTH 71'32'09" WEST 8.42 FEET; TITENCE SOUTH 59'50'40" WEST 76.44 FEET: THENCE NORTH 71'32'09" WEST 183.50 FEET TO POINT H OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 16045'10" EAST if '.7.5 FEET; THENCE WORTH 73014'50" WEST 41.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FRCM POINT H, SOUTH I6'45'10" WEST 186.56 FEET; THENCE SOUTH 39'39'08" WEST 3.61 FEET TO POINT J OF 'PHIS CENTERLINE, DESCRIPTION: THENCE SOUTH 46'37'05" FAST 14.00 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT J SOUTH 39038'08" WEST 25.30 FEET TO THE TERMINUS OF THIS CENTERLINE. LESS THAT PORTION LYING WITH THE. RTCHT-OF-WAY OF STEVENS AVENUE SOUTHWEST. AND LESS THA PORTION LYING WITHIN WATER LINE EASEMENT "C". WATERLINE EASEMENT "E" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 FAST, W.M., KL. ; COUNTY, WASHINGITIN; THENCE NORTH 44"25'21" EAST FOR A DISTANCE OF 831.54 FEET TO A POIL.T ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT- )F-WAY AS SHCA•IN ON THE. MAIN LINE RIC.HT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, V%UME 2 - WASHINGTON, RECORDS ev TUR XYR1,TNGTGN NORTHERN RAILROAD, ,SAID POINT ALSO BEING ON THE SOUTHERLY SOUNDARY OF THE PLAT EARLINGTIIN, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F, #433749), RECORDS OF KING COUNTY, WASHINGTON: THENCE NORTH 19649'28" EAST FOR A DISTANCE OF 692.70 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE,; THENCE SOLJTH 48004159" EAST 124.79 PEET TO POINT A; THENCE NORTH 45'27'51" FAST 55.18 FEET TO THE TERMINUS OF THIS ^FNTF,RLTNE; THENCE CONTINUING FPOM POINT A SOUTH 4P,004'59" EAST 10.46 FFETs THENCE SOUTH 74106'49" EAST 139.28 FEET TO POINT B OF THIS DESCRIPTION; THENCE SOUTH 23"09"34" WEST 39.10 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE, CONTINUING FROM POINT B, SOUTH 74"06'49" FAST 11.72 FEET; THENCE, SOUTH 44032'09" EAST 102.18 PEET; T1ENCF, SOUTH 61125't8" EAST 94.81 FEET; THENCE SOUTLI 15"44'47" FAST 27.80 FEFT; THENCE 90('TH 46'40'43" FAST 8.74 PEET Tr) THE TERMINUS.OF THIS CENTE0LINE DESCRIPTION. WATERLINE EASEMENT "A„ ST CORNER OF 18, 23 RANGE!5 FAST, WTNG AT 'M. , KING COUNTY WASHINGTON; THENCE NORTHIP44'25''24""I EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE. MAIN LINE RIGHT- OF-MRY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME. 2 - WASHINGTON, RECORDS OF THE BURLINGTGXi NORTTHERN FAILROAU, SAID POINT ALSO ' ` BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDFD IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 86"05'50" FAST 946.84 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LICG 7.5 FEDT ON EITHER STDF. OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 25*23'33" FAST 10.00 y FEET TO THE, TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE EASEMENT "B" COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44025'24" EAST FOR A DISTANCE OF 831.54 FEET TC A POINT ON TLIF. NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGT(N1 NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT FARLING'TON, RECORDED IN VOLUME y � 14 OF PLATS, PAGE 7 (A.F. 4433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 2O057'4S" EAST 242.26 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER °:ASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF +.4 THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 63'22'32" WEST 159.99 FEET; THENCE NORTH 71'32'09" WEST 141.63 FEET TO POINT A OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 11029'45" FAST 14.00 FEET TO THE TERMINUS OF THIS CENTERLINE.; THENCE CONTINUING FROM POINT A NORTH 71032'09" WEST 7.37 FEET; THENCE NORTH 33'25'55" WEST 55.68 FEET TO POINT B OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 56034'05" WEST 29.00 FEET TO THE. TERMINUS OF THIS CFNTFRLINE; THENCE CONTINU NG FROM POINT B NORTH 33'25'55" WEST 29.82 FEET; THENCE NORTH 71'17'25" WEST 135.24 FEET TO POINT C OF ,mlS CENTE:RLINF DESCRIPTION; THENCE SOUTH 33035'48" WEST 26.22 FEET TO THE TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT C NORTH 19'05'12" FAST 109.16 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION. WATERLINE FASEM6NT "C" COhA!ENCIN(-. AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 FAST, W.M., KING, COUNTY, WASHINGTON; THENCE NORTH 44.25'24" EAST FOR A DISTANCE OF R31.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 1'., VOLUME 2 WASHINGTON. RECORDS OF THE BURLINGTON NORTHERN RAILPOAI,, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT FARLINGTON, RECORDED IN VOLUME 14 OF PJATS, PAGE 7 (A.F. #4.33749) , RECORDS OF KING ^ClMTY, WASHINGT()N; TNF.NCE NORTH 44'35'25" WEST 632.85 FEET TO THE TRUE ;0INT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE. OF THE FOLLOWING DFSCRIBED CENTERLINE; THENCE SOUTH 74'08'53" WEST 52.02 FEET TO POINT A OF THIS CFNTERLINE DESCRIPTION; THENCE SOUTH 15019'25" EASZ 20.00 FEET TO THE. TERMINUS OF THIS CFNTERLINE; 'THENCE CONTINUING FRO14 POINT A SOUTH 74008'53" WEST 19.79 FEET TO PORT", B OF THIS CENTERLINE; THL';CF. NORTH 15"19'25" WEST 52.00 FEET TO THE T'ERMt13S Or THIS CENTERLINE; THENCE CONTINUING FROM POINT B SOUTH 74"08'S3" WEST 26.51 FEET; THENCE SOUTH 89'55'53" WEST 37.99 FEET TO POINT C OF THIS CENTERLINE DESCRIPTION; THENCE SOUTH 17039'38" WEST 19.31 FFFT TO POINT D OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 72"20'22" ArST 20.00 FEET TO TERMINUS OF THIS CENT'FRL.INE; THENCE CONTINUING FROM POINT D SOUTH 17'39':d8" WEST 66.19 FEET TO POINT E OF THIS CF.NTERL.INE DESCRIPTION; THENCE NORTH 66024'16" WEST 16.00 FEET TO TERMINUS OF THIS CENTERLINE; THENCE CONTINUING FROM POINT E, SOUTH 17'39' 38" WEST 10.50 FEET TO TERMINUS OF THIS CFNTERLINE; THENCE CONTINUING FROM POINT C NORTH 72"54'32" WEST 112.36 FEET; THENCE NORTH 50'21'52" [TEST 61.61 FEET TO POINT F OF THIS CENTERLINE. DESCRIPTION; TIJF.NCE NORTH 39138108" FAST 27.00 FEET TO THE TERMINUS orTHIS CFNTERI,TNE; THENCE CONTINUING FROM POINT F NOPTH 50"21'S2" WEST 27.33 FEET; THENCE NORTH 70-12-59" WEST 124.07 FEET; THENCE SOUTH 1.8"27'51" WEST 35.43 FEET TO POINT G OF THIS CENTERLINE DESCRIPTION; THENCE NORTH 71"32'09" WEST 37.00 FEET TO TY.". TERMINUS OF THIS CENTERLINE; THBVC:E CONTINUING: FROM POINT G, SOUTH 18127151" WEST 12.57 FEET TO THE IC INUS OF T141S CFNTF.RI.TNE DESCRIPTION. SANITARY SEWER EASEMQiT 5 moxc� 9 •• a; COMMENCING AT THE SOILTHWFST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, All RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44025'24" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUINDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LIFE RIGHT- OF_WAy AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 26'51'O1" WEST 450.45 FEET TO THE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE. FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 41004'21" WEST 158.00 FEET TO THE TERMINUS OF SAID CENTERLINE. LESS THAT PORTI(..i LYING WITHIN THE RIGHT-OF-WAY OF SOUTHWEST 5TH COURT. SANITARY SEWER EASEMENT 6 i COMPF21C ING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST,A DISTANCE OF831.5 " A� 54 FEET AA P019T ON THE NORTHERLY BOUN)ARYOF FOR THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE FIGHT- OF-WAY AND TRACK NAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 WASHINGTON, RFZORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLING7c", RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 04.33749), RECORDS OF KING COUNTY, WA=91TNGTON; THENCE NORTH 26,51,01" WEST 450.45 FEET Tn THE POINT OF BEGINNING OF TRIS SANITARY SEWER EASEMENT, SAID EASEMEN LIES 7.5 FEET ON EITHER SIDE OF THE FM.LOWTNG DESCRIBED CENTERLINE; THENCE NORTH 17053'1)4" PAST 233.46 FEET TO THE TERMINUS OF SAID CENTERLINE. LESS THAT PORTION LYING WITHIN THE. RIGHT-Op-WAY OrSOUTHWESTSTH COURT. Y A Y a u d�Y r SANITARY SEWER EASEMENT 1 r COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, 'fVW17SHIP 23 NOR7'II, N Hiah'r{. RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE NORTH 44"25'24" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHFRLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE ?V17N TINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SP.EET 5 OF 11, VOLJME 2 - .ho'..� WASITINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE FIAT EARLINGTim, RECORDED IN VOLUME 14 OF PLATS, PAGE. 7 (A.F. M433749) , RECORDS OF KING CO(INTY, WASHINGTON; THENCE NORTH 67°35'14" FAST FOR A DISTANCE OF' 674.04 FEET TO THE TRUE # POINT OF BF.OTNN TAG OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIE 1.5 k%ET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; TIIFNCF. NORTH 62-21145" WEST FOR A DISTANCE OF 73.00 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 2 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, � . RANGE 5 EAST, W.M., KING COUNTY, WASHINGT Ji THENCE NORTH 44°25'74" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF' ' '± THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS CHOW ON THE MAIN I,ZNT. RIGHT- i AT aF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME, 2 - .A'l WASHINGTON, RECORDS OF THE BURLINGTCN NORTHERN RAILROAD, SAID POINT ALSO . * BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VMUME ^.. 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; SN" THENCE NORTH 13°11'36" FAST FOR A DISTANCE OF 642.87 FEET TO THE TRITE '# POINT OF BEGINNING OF THIS SANITARY SEWER EASHTHENT; SAID SASEMENT LIPS 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; THENCE NORTH 66*50133" WEST FOR A DISTA.Y(:E OF 121.00 FEET TO THE TERMINTS OF SAID CENTERLINE, 4LWITAXY SEWER EASEMENT 3 7�N T THE: SOUTHWEST CORNER OF SECTION 18, 7Y7WEISHI 23 Nr`. Si', KIN!; COUNTY, WASHINGTON; TFUGNNMC[�E '2" EA.^.T 't ANCE OF 54 FEET TO A POINT ON THE MOFSAID 8(* RY OF THE PACIFIC COAST RAILR IGHT-OF-WAY THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC ST RAILHEET 5 OF 11, VOLUME 2 - WASHIN.'TON, RECORDS OF '"BE BURLTNO AILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY THELINGTON, RECORDED IN VOLUME 14 OF PJAT:'�, PAGE 7 (A.F. 3749) , RECOG COUNTY, WASHING'TON; THENCE NORTI 30110,'arq. 'ST FOR A DISTAN0. ET TO THE TRUE POINT BEGINNING OF SANITARY SEWER EASEMENEASEMENT S 7.5 FEET ON EIgE � OF THE FOLLOWING DESCRIBELINE; THENCE 41. 32'49' WES A DISTANCE OF 135000 FEET TO THUS OF SAID CENTERL SANITARY SEWER EASEMENT 4 I COMMENCING AT THE, SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, � . RANGE 5 EAST, W.M., KING COUNTY, WAS'i INGTON; THENCE NORTH 44"25'24" FAST y FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORVERLY POUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT- OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 WASHINGTON, RECORDS OF THE BURLINGT(M NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT EAARI,INGT'(N, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 U.F. 0433749), RECORDS OF KING COUNTY, WASHINGTONI THENCE NORTH 43°41 '11" WEST FOR A DISTANCE. OF 645.11 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT, SSAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING OF,SCRIBED CENTERLINE; THENCE SOUTH 76"07'07" WEST FOR A DISTANCE OF '70,39 FEET; THENCE NORTH 'a'44" WEST FOR A :,IETAHCE: OF 117.21 FEET; THE"W7E NORTH 71"4f"11" WEST FOR A DISTANCE OF 20".74 FEET; THENCE NORTH 23°30'S9" FAST FORA DISTANCE. OF 219.00 TO T71E TERMINUS GF SAID C_ENTERLINF.. RM MWNCING AT THE SOUTHWEST '=OHNER OF SECTION 19, TOWNSHIP 23 NORTH, %ANGE 5 EAST, W.M., KING COUNTY, WASHING."; THENCE NORTH 44025'2.4" EAST FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE, PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE. RIGHT- . .)F-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 1 - ,lASHINGTGN, Pt:CORDS OF THE. BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE ::OUTHERLY BOUNDARY OF THE PLAT EARLIN;TON, RECORDED IN VOLUME i4 OF PLATS, PAGE 7 (A.F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; +.. ','HENCE NORTH 76°23'33" EAST 1351.83 FEET TO THE TRUE. ?OrNT OF BEGINNING 1F THIS STORM SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE fF THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 69015'24" EAST 91.72 .'EET; THENCE SOUTH 29023'23" FAST 149.73 FEET TO THE TERMINUS OF THIS 7MTORI.INE DESCRIPTION. ':•ff,'r �,:TZCS7 '•�_ wi.r.✓,IN SOUTHWEST 5TH PLACE. t ORM SEVER EACPNEN ' OMMENCIHr Al" 111E SOT1INWST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, LiANGE 5 PAST, W.M., KING COUNTY, ',ASHIKGTON; THENCE NORTH 44025'24" EAST 'OR A DISTANCE, OF 831,54 FEET TO I. POINT ON THE NORTHERLY BOUNDARY OF r:!E PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON T"rF MAIN LINE. RIGHT- -WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - ,;ASHINGTON, RECORDS OF THE BURLINGTON NORTHRRN RAILROAD, SAID PO27IT ALSO .�C'INC, ON THE SOUTHERLY BOUNDARY OF THE PLAT EARLINGTON, RECORDED IN VOLUME OF HATS, PAGE 7 (A.F. #431749) , RECORDS OF KING COUNTY, WASHINGTON; HENCE NORTH 26"41'13" FAST 266.76 FEET TO THE TRUE POINT OF BEGINNING iF THIS STORM SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE T THE FOLLOWING DESCRIBED CENTERLINE; THENCE SOUTH 62°35'32" WEST 304.6: PEET; THENCF SOUTH 87"32'17" WEST 109.34 FEET; THENCE. NORTH 68°53'27" WEST 179.77 FEET; THENCE NORTH 51°48'13" WEST 52.99 FEET; THENCE NORTH i8639'58" WEST 127.91 FEET TO POINT A OF THIS DESCRIPTION; THENCE SOUTH 1436'45" WEST 38.54 FEET TO TERMINUS OF CENTERLINE; THENCE CONTINUING .?iOM POINT A, HOR1i1 48'59'40" WEST 42.71 FEET; THENCE NORTH 18°55'24" 'AST 175,67 FEET; THENCE NGR7`H 77"10'22" EAST 132.02 FEET; THENCE NOPTH2O°44'21" _1ST 39.73. FFET; THENCE NORTH 26*S!'05" WEST 129.98 FEET; THEW-T NORTH "'56'24" EAST 71.24 FEET TO POINT 8 OF TiiIS DESCRIPTION; THENCE !FORTH 44 07" 7A T 49.44 FEET TO TERMINUS OF CENTERLINE; THENCE CONTINUING ry OIN- b NORTH 71 17'15" WE.^,T 175.97 FEET; THENCE NORTH 10.05'28" 'Ci:; 711Y TORMTHUS CF THIS CFHTEPL!Nr,, DESCRIPTION. - +r illf; WITHLY STEMS AVENUE SOUTTfWEST. r 1 W 4 SANITARY SEWER EASEMENT 4 COMMENCING AT THE SOUTHWEST CORNER OF SfCT10!I 13, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M. , KING COUNTY, WASHINGTON; THENCE 17 W25'22" E FOR A DISTANCE OF 831 . 54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-NAY AND TRACK MAP. PACIFIC COAST RAILROAD, SHEET 5 OF II , VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLIIIGION, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. OA33745) , RECORDS OF KING COUNTY, UASHINGTON; THENCE N 30`10'49" W FOR A DISTANCE OF 440. 75 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5FEET `NR EITHER SIDE OF E OF THE 5.00 FOLLOWING DESCRIBED CENTERLINE: THENCE S II"321 19 ' FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY S[WR EASEMENT 5 COMMENCING AE THE SOUTHWEST CORNEA OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THEI:CE N 44°25'" 2" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAID LINE RIGHT-OF-WAY AND TRACK HAP, FACIFIC COAST RAILROAD, SHFFT 5 OF 11 , VOLUME 2 - WASHINGTON, RECGPOS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 Of PLATS, PAGE 7 FORFA UI�TANCE OFCORDS OF 645 17 FEET TO THE TRUEPOIT WASHINGTON; THENCE N OF BEGINNING OF THIS W ' SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7. 5 FEET ON EITHER SIDE OF TH' FOLLOWING OLSCRIBED CENTERLINE: THENCE S 76-47-34" W FOR A DISTANCE 0L 115, 37 FEET; THENCE N 71*32'09' W FOR A DISTANCE OF 121.44 FEET; THENCE N 71°32'09" W FUR A DISTANCE OF 205.00 FEET; THENCE N 18027'51" E FOR A DISTANCE OF 213. 17 FEET; THENCE N 71011 '53" W FOR A DISTANCE OF 122.42 FEET; TFENCE S 75024131" W FOR A DISTANCE OF 259.99 FEET; THENCE N 31°37'43" W FOR A DISTANCE OF 104.09 FEET; THENCE N 65°25'211,W FOR A DISTANCE OF 107.53 FEET; THENCE N 40-01 -49" W FOR A. DISTANCE OF 138.00 FEET TO THE T'.RMIi.JS OF SAID CENTERLINE. i �1 rr�rarrr-----�'- —• _._.- -_r-nryrrrrwn�:�ros�a,r.rrc�rs�e4rub iGr - �$� Y ii�YYl: PRELIMINARY SANITARY SEWER UTILITIES NI EASEMENT E A S E M E N T THIS INSTRUMENT, made this 23 day of April by and between CF/CHG Associates, a Joint. Venture CHG International, Inc., Partime hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corpor:,tion of King County, Vashington, here;naft-r called "Grantee". W ITNESSETH: That said Gran;nr(s), for and in consideration of the sum of $ 1.00 paid by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, crnvey, and warrant unto the said Grantee, its `- successors and assigns, an easement for public utilities (including water and sewer) with necessaru appurtenances over, through, across and upon the following uescribed property in King County, Washington, more particularly described as follows: SANITARY SEWER EASEMENT I r COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASbINGTON; THENCE N 44625'22 E FOR A DISTA.;ICE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11 , 7OLUFE 2 - WASHINGTON. RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON T4F SOUTHERLY BOUNDARY OF THE PLAT OF EARU NGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. Y433749) , RECORDS OF KING COUNT°. WASHINGTON; (HENCE S 8; '42' 14" E FOR A DISTANCE OF 642.68 FEET TO THE 1,-.:E POINT OF BEGINNING OF T,-IS SANITARY SEWER EASEMENT; °AID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTLRLINE: THENCE S 03°55'20" E FOR A DISTANCE OF 40.72 FEET; THENCE N 85°20'39" W FOR A DISTANCE OF 165 00 FEET; THENCE S 02014'22" W FOR A DISTANCE OF 9,25 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 2 COMMENCING AT THE SOUTHWEST CORNER O, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M. . KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RFJLFOAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TPAC9 MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - WASUINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SA10 POINT ALSO BEING ON THE SOUTHERLY BOUNDARY Of THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 04337119) , RECORDS OF KING COUNTY, WASHINGTON; THENCE N 61'35'14" E FOR A DISTANCE OF 674.04 FEET TO THE TRUE POINT OF BEGP^KING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTEPLINE: THENCE N 62'2! '45" W FOR A DISTANCE OF 73.00 FEET TO THE TERMINUS OF ,..10 CENTERLINE. SANITARY SEWER EASEMENT 3 COMMENCING AT THE SOUTHWEST CORNER OF SECT-ON 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON: THENCE N 44"25122" E FOR A DISTANCE OF 831 . 54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - slASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROP", SAID POINT AI 'O BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT GF CARLIN6,ON, RECORDED 14 VOLUME 14 OF PLATS, PAGE 7 (A.F. '433749), RECORDS OF KING COUNTY, WASHINGTON; TI/ENCL N 13011 '36" E FOR A DISTANCE Of 642.87 FEET TO THE TRUE FOINT Of BEGINNING OF THIS SANITARY SEWER CAST MEN1 ; SAID EASEMENT IDES 7.5 IIET ON EITHER SIDE Of THE FOLLOWING DESCRIBED CENTERLINE: THENLE N 66'50'33'� FOR A DISTANCE OF 121 .00 FEET TO THE TIRM14US OF SAID 'LNIERLINE. Page I of 3 i Y � A k, ` i OF R�ti A i - z PUBLIC WORKS DEPARTMENT y DESIGN/UTILITY ENGIV ZRiNG 0 235 2631 1R MUNICIPAL BUILDING 200 MILL A VE SO RENTON,WASH. 99O55 f 9 b A P I �4'YrEO SE71E BARBARA Y. SKAPOCH Fpril 29, 19P' MAYOR M: . Greg Deiner .ohnson 8rsund Design Group 304 Main Ave. S. , Suite 200 Renton, WA 98055 iG RE: Utility East ents Sunpointe (i a Earlington Woods) Dear Greg: I am in receipt of the preliminary easements for the nitary sewer lines and water lines for the CF/CHG project as referenced above. We have comp.;red the legal descriptions with the prelim ry easement plan, and find several questionable distances and omrrissions. At this stage of the project it is a requiremen- of the City to have the project engineer supply this department with accurate utility easements and a matching plan. A utility engineering design for said subject property was submitted and approved by this department. The utility lines should there:ore be staked and constructed according to said plan. If in reality at a later date constru.tion requires changing one or two easements, the remaining �. will be described and constructed as shown. Please be advised that water me G r applications will not be accepted until all utility .aasements have been submitted reflecting their as- built location. "ery truly yours, Ronald L. Olsen Utilities engineering AH:pmp cc: CF/CHG Assoc. 200 So. 333rd Street Federal Way WA 98003 F f Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of access for Emergency fire vehicle traffic therewith, without incurring any legal obligations or liability therefore, provided, that such construction maintaining, repairing, altering or reconstruction of such roadway shall be accomplished in such a manner that the private improvements existing in the tight rights)-of-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 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-or-way if such use does not interfere with installation and mairtenance of the roadway line. However, the grzntor shall noc erect buildings or structutas over, under or across the right-of-way during the existence of such roadway. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the law- ful owners of the above properties and that ti+ey nave a good and lawful right to execute this agreement. CF/CHG Ass,, -iates, A Joint Venture CHG IInnteernational, Inc., A Partner Clinton L. Hergerr, President CORPORATE FORM: -- STATE OF luaa lfflrlV)O ) SS F.C'JNTY OF ) On 1t1t�r� day of �! t6l 1 19 before me, the undersigned, a Notary Pu.,i, .: it and for the State ov duly commissioned and sworn personally appeared.. C"i k'_ —� to me known to be the Yl r: ,''lye i 1-�„ artd , Fespect,.".4y, of laic.- . .� �, i"� v.tji[,t}t'+ l the corp( anon that executed the foregoing instrmtent, and acknowle gedd the said instrument to be the free and voluntary act and deed of szid corporation, for the uses and purposes therein mentioned, and on oath stated that 1+'_�.__ authorized to execute the said instrument and that 0e seai affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. 1 Notary Pub ic __ in and for [he-State of t residing atv 1 UE/I-2b —�— Page 4 of 4 {'x iui�'S�F* l 'v Fi $Ki.: k �� ri Y"�aX al. a 1 WATER EASEMENT D COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M., KING COUNTY, WASHINGTON; THENCE N 44`25'22" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-NAY AS SHOWN ON THE MAIN LINE RIGHT-OF-MAY AND TRACK MA^, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 — WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 iA.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE S 81'42'59" E FOR A DISTANCE OF 474.54 FEET TO TFE TRUE POINT GF BEGINNING OF THIS WATER _ EASEMCNT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE S 02a14'22" W A DISTANCE OF 48.83 FEET TO i THE TERMINUS OF SAID CENTERLINE. TOGETHER WITH ALL APPURTENANCES THERETO. 4 d 3 � 1 i x 1 , a.F { i 1 Paqu 3 of 4 A y WATER EASEMENT B COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44025'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOU:.')ARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNUARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 13050'07" E FOR A DISTANCE OF 663.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 71632109" W A DISTANCE OF 201 .00 FEET; THENCE S 18*27'51" W A DISTANCE OF 143.00 FEET; THENCE S 66'27'51" W A DISTANCE OF 36.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 290.00 FEET; THENCE S 67'27'51" W A DISTANCE OF 77.00 FEET; THENCE N 71632'09" W A DISTANCE OF 180.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 15-00 FEET; THENCE N 71-32'09" W A DISTANCE OF 50.00 FEET; THENCE RETRACING THE AFOREMENTIONED LEr+TERLINE S 71032'09" E A DISTANCE OF 13.00 FEET; THENCE CONTINUING N I8'27'51" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE Ah'1REMENTIONGD CENTERLINE S 18'27'51" E A DISTANCE OF 20.00 FEET; THENCE S 71'32'09" E A DISTANCE OF 37.00 FEET; THENCE CONTINUING S 18'27'3i" W A DISTANCE OF 15.00 FEET; 'i HENCE CONTINUING S 18'27'51" W A DISTANCE OF 202.00 FEET; THENCE S 40'27'51" W A DISTANCE OF 14.00 FEET; THENCE N 49'32'09" W A DISTANCE OF 69.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 121.00 FEET; THENCE S 18'27'51" W A DISTANCE OF 38.0r FEET; THENCE N 71'32'09" W A DISTANCE OF 22.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71-32'09" E A DISTANCE OF 22.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 38.00 FEET; THENCE S 71'32'09" E A DISTAI,-E OF 121 .00 FEET; THENCE S 49'32'09' E A DISTANCE OF 69.00 FEET; THENCE CONTINUING S l?'32'09 E A DISTANCE OF 7.00 FEET; THENCE N 40027'51" E A DISTANCE OF 35.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 40027'51" W A DISTANCE OF 35.00 FEET; THENCE CONTINUING S 49'32'09" E A DISTANCE OF 16.00 FEET; THENCE S 71'32'09" E A DISTANCE OF 117.00 FEET; THENCE S 18'27'51" W A DISTANCE OF 95.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE N 18'27'51" E A D'. ANCE OF 11.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 20.00 FEET; THEN�L RETRACING THE AFOREMENTIONED CENTERLINE S 71-32-09" E A C:STANCE OF 20.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 84.00 FEET; THENCE CONTINUING S 71-32'09" E A DISTANCE OF 5.00 FEET; THENCE N 84'27'51" E A DISTANCE OF 47.00 FEET; THENCE N 74'40'35" E A DISTANCE OF 117.00 FEET; THENCE S 71032'09" E A DISTANCE OF 37.00 FEET; THENCE S 18'27'51" W A DISTANCE OF 12.00 FEET; THENCE N 71 '32'09" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71'32'09" E A DISTANCE OF 20.00 FEET; THENCE CONTINUING S 18'27'51" W A DISTANCE OF 130.00 FEET; THENCE S 58'27'51" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFORE- MENTIONED CENTERLINE N 58'27'51" E A DISTANCE OF 20.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 18.00 FEET; THENCE CONTINUING S 71'32'05" E A DISTANCE C' 131 .00 FEET; THENCE S 33025'55" E A DISTANCE OF 86.00 FEET; THENCE S 71'32'09" E A DISTANCE OF 4.00 FEET; THENCE N 18-27'51" E A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 18'27'51" W A DISTANCE OF 20.00 FEET; THENCE CONTINUING S 71'32'09" E A DISTANCE CIF 143.00 FEET; THENCE N 63*27151" E A DISTANCE OF 163.00 FEET TO THE TERMINUS OF SAID CENTERLINE. WATER EASEMENT C COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE S EAST, N.M. , KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTM CE OF 831.54 FELT TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-MAY AS SHOWN ON THE MAIN LINE 11 GHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RICO .DS OF KING COUNTY, WASHINGTON; THENCE N 55010'09" E TOR A DISTANCE OF 269.75 FEET TO THE TRUE POINT CF BEGINN'NG OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 45'27'S1" E A DISTANCE OF 137.00 FELT: THENCE S 89032'09" E A DISTANCE OF 23.00 FLIT TO THE TERMINUS OF SAID CINTERLINE. PRELIMINARY WATER EASEMENT UTILITIES /1 E A S E M E N T THIS INSTRUMENT, made this 23 day by and between^ CF/CHG Associates, a Joint Venture CHG International, Inc_, -Partner hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of $ 1-00 ._.._._— by Grantee, and other - aluable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its } successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: t WATER EASEMENT A ` COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC OAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE W04 LINE RIGHT-OF-WAY AND TRACK MAP, F,CIFIC COAST RAILROAD, SHEET 5 OF il, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARL NGTON, RECORDED IN VOLUME II OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 60028144" E FOR A DISTANCE OF 748.88 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 44'32'09" W A DISTANCE OF 90.00 FEET; THENCE N 89032'09" W A DISTANCE OF 20.60 FEET; THENCE N 44°32'09" W A DISTANCE OF 118.00 FEET; THENCE N 74"06149" W A DISTANCE OF 156.00 FEET; THENCE N 44'32'09" W A DISTANCE OF 117.00 FEET; THENCE N 57002'09" W A DISTANCE OF 21.00 FEET TO THE TERMINUS OF SAID CENTERLINE. r: r a.: �k Page I of 4 rAL x , 1, n i Said heretofore mentioned grantee, its successors or assigns, shall have the right , without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of access for emergency fire vehicle traffic therewith, without incurring any legal obligations or liability therefore, provided, that sucn construction maintaining, repairing, altering or reconstruction of such roadway shall , be accomplished in such a manner that the private improvements existing in the right rights)-of-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 trey were immediately before the property was entered upon by the Grantee. The Grantor shall fully use .-nd enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-or-way if such use does rot interfere with installation and maintenance of the roadway line. Ha4ever, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such roadway. This easement, shall be a covenant running with the land and shall be binding on .tl +,!fir_ the Grantor, 'iis successors, heirs and assigns. Grantors covenant that they are the la•w- . •,}� ful owners of the above properties and that they have a guod and lawful right to execut : this agreement. CF.'/CN; Associates, A Joint venture . ,_.____.:..__, Zuc Yarn ar -` — - Clinton L. Hergert, President CORPORATE FORM* t t f STATE OF Ss COUNTY OF f10 ) On this r 4 t-'-L day of „ 19 L before me, the undersigned, a Notary Public nand for the State ofduly commissioned and sworn personally appeared LIaAohL }lp3(crcI+ 8"6' to me known to be the AetL ufTt e^el _._. Of k4 Ott t 1 eriC_ _ the corporation that executed the foregoing instrument, and acknowl•`ged the said instrument to be the free and voluntary act and deed of said corporation, f, 'he uses and purposes therein mentioned, and on oath stated that autho :d to execute the said instrument and that the seal affixed is the corporate seal of saiu r.c rporation. W!1NESS my nand and official seal hereto affixed the day and year in Chia certificate above written. Notary Pub 1c in and for [he State of ('1 re�iding at •(u�('t llll r'„ UE/1-2b Page 3 of 3 • 7 f I SANITARY SEWER EASEMENT 4 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M. , KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF T'IE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGION NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 0433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 30'10149" W FOR A DISTANCE OF 440. 75 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SA13 EASEMENT LIES 7,5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: `HENCE S 41'32'49" W FOR A DISTANCE OF 135.00 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 5 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THENCE N 44625'22" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. 033749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 43'40'55" W FOR A DISTANCE OF 645. 17 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER. EASEMENT; SAID EASEMENT LIES 7.5 FEEL ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE S 76'47'34" W FOR A DISTANCE OF 115.37 FEET; THENCE N 71*32109" W FOR A DISTANCE OF 121.44 FEET; THENCE N 71'32'09" W FOR A DISTANCE OF 205.00 FEET; THENCE N 18'27'51" E FOR A DISTANCE OF 218. 17 FEET; THENCE N 71"11 '53" W FOR A DISTANCE OF 122.42 FEET; THENCE S 75'24'31" W FOR A DISTANCE OF 259.99 FEET; THENCE N 37'37143" W FOR A DISTANCE OF 104.09 FEET; THENCE N 65025'21" W cOR A DISTANCE OF 107.53 FEET; THENCE N 40'01 '49" W FOR A DISTANCE OF 138.00 FEET TO THE TERMINUS OF SAID CENTERLINE. t r � y PRELIMINARY SANITARY SEWER UTILITIES MI EASEMENT 141 S"3,q E A S E M E N T THIS INSTRUMENT, made this 23 day by and between CF/CHG Associates, a Joint Venture CHG Internationai, Inc., Partnft hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s) , for and in consideration of the sum of 5 1.00 ,-paid by Grantee, and otner valuable consideration, do by taese prpresents, grant, - bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: SANITARY SEWER EASEMENT 1 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, ;,ANGE 5 FAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44°25'22 E FOk A DISTANCE OF 831 .54 FEET TO A POINT ON THE HOf.THERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF -WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF IT, VOLUME 1 - WASHINGTON, RECORDS OF THE BURLING70N NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, FADE 7 (A.F. 033749) , RECORDS OF KING COUNTY, WASHINGTON; THENCE S 82°42'14" E FOR A DISTANCE OF 1..42.68 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE S 03055120" E FOR A DISTANCE OF 40. 72 FEET; THENCE N 85020'39" W FOR A DISTANCE OF 165.00 FEET; THENCE S 02°14'22" W FOR A DISTANCE OF 9.25 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 2 gg COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTE RANGE 5 5 EAST, W.M. , KING COUNTY, WASHINGTUN; THENCE N 44°25122" E FOR A DI�TANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC CLAST R;A LROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, i PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECURDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F• #433749) . RECORDS (IF KING COUNTY, WASil.INGTON; THENCE N 67°35' 14" E FOR A DISTANCE OF 674.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 62*21145" W FOR A DISTANCE OF 73.00 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 3 j COMMENCING AT THE SOUTHWEST CORNER OF SECTION IR, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, W.;SH!NGTON; THENL'E N 41/°25122" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHERLY 800Cr•.RY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON TH, MAIN LINK RIGHT-OF-NAY AND TRACK MAP, PACIFIC COAST RAILRUAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD. SAID POINT ALSO BEING ON THE SOUTHERLY BOL.,DARY OF THE PLAT OF EARLINGTON, RECORD_D N VOLUME 14 OF PLATS, PAGE 7 (A.F. ;433749) , RECORDS OF KING LOUNiY, WASHINGTON; THENCT N 13011 '36" E FOR A DISTANCE OF 642.87 FEET TO 7 TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT 1 . FEET ON I. ITMER SIDE OF THE fOLLOWING DESCRIBED Cft RLINE: THENCE N I 33' FOR A DISTANCE OF 121.00 FEET TO THE TERMINUS OF SAID CENTERLINE. Page I of 3 WATER EASEMENT B COMMENCING AT THE SOUTHWEST COkNEP. OF SEC110N 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTO!!, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 13'50'01" E FOR A DISTANCE OF 663.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 71'32109" W A DISTANCE OF 201 .00 FEET; r THENCE S 18'21'51" W A DISTANCE OF 143.00 FEET; THENCE S 66027'51" W A 1 . DISTANCE OF 36.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 290.00 FEET; - THENCE - 67'27'51" W A DISTANCE OF 77.00 FEET; THENCE N 71*32*09" W A DISTANCE OF 180.00 FEET; THENCE N 18`27'51" E A DISTANCE OF 15.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 50.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71032'09" E A DISTANCE OF 13.00 FEET; THENCE CONTINUING N 18" 7'51" E A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMENTIONED .EN TERLINE S 11027-51" F- A DISTANCE OF 20.00 FEET; THENCE - sr S 71-32'09" E A DISTANCE OF 3, .CO FEET; THENCE CONTINUING S 18027'51" W A DISTANCE OF IS.00 FEET; THENCE CONTINUING S 18'27'51" W A DISTANCE OF 202.00 FEET; THENCE S 40'27'51" W A DISTANCE OF 14.00 FEET; THENCE N 49632'09" W A DISTANCE OF 69.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 121 .00 FEET; THENLL S 18o2l'51" W A DISTANCE OF 38.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 22.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71032'09" E A DISTANCE OF 22.00 FEET; THENCE N 18027'51" E A DISTANCE OF 38.00 FEET; THENCE S 71'32'09" E A DISTANCE OF 121 00 FEET; THENCE S 49`32'C'9" E A DISTANCE OF 69.00 FEET; THENCE CONTINUING S 49'32'09 E A DISTANCE OF 7.00 FEET; THENCE N 40'27151" E A DISTANCE OF 35.00 FEET; j THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 40027'51" W A DISTANCE OF k 35.CO FEET; THENCE CONTINUING S 49'32'09" E A DISTANCE OF 16.00 FEET; THENCE S 71032'09" E A DISTANCE OF 117.00 FEET; THENCE. S 18'27151" W A DISTANCE OF 95.00 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE N 18027'51" E A DISTANCE OF 11.00 FEET; THENCE N 71032'09" W A DISTANCE OF 10.00 FEET; THENCE RETRACING THE AFOREMENTIONED CEFTERLINE S 71'32'09" E A DISTANCE OF 20.00 FEET; THENCE N 18'27'51" E A DISTANCE OF 84.00 FEET; THENCE CONTINUING S 71032'09" C A DISTANCE OF 5.00 FEET; THENCE N 84'17'51" E A DISTANCE OF 47.00 FEET; THENCE N 74040'35" E A DISTANCE OF 117.00 FEET; THENCE S 71-32'09" E A DISTANCE OF 87.00 FEET; THENCE S 18'27'51" W A DISTANCE OF 12.00 FEET; THENCE N 71'32'09" W A DISTANCE OF 20.011 FEET; THENCE RETRACING THE AFOREMENTIONED CENTERLINE S 71'32'09" E A DISTANCE OF 20.00 FEET; THENCE CONTINUING S 18027'51" W A DISTANCE OF 130.00 FEET; -HENCE S 58-27-51" W A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFORE- MENTIONED CENTERLINE N 58-27-51" E A DISTANCE OF 10.00 FEET; THENCE N 18027'51" E A DISTANCE OF 18.00 FEET. -4ENCE CONTINUING S 71032'09" E A DISTANCE OF 131.00 FEET; THENCE S 33'25 , ' E A DISTP' rE Or 86.00 FEET; THENCE S 71032'09" E A DISTANCE OF 4.00 FEET; THENCE :1 18'27'51" E A DISTANCE OF 20.00 FEET; THENCE RETRACING THE AFOREMINTIONEO CENTERLINE S 18'27'51" W A DISTANCE OF 20.00 FEET; THENCE CCNTINUING S 71'32'09" E A DISTANCE OF I43.00 FEET; THENCE N 63'27'51" E A DISTANCE OF 163.00 FEET TO THE TERMINUS OF SAID CENTERLINE. WATER CASEMENT C COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTK, PARGE 5 EAST, Y.M., KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831.54 FEET TO A POINT ON THE NORTHEPLY HOUNOARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE '<. !N LINE RIGHT-OF-NAY PAD TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, L;r4E 2 - WASP!N,701., RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE P AT OF EARLINLTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A..F. 1433749), RECORDS OF KING COUNTY, WASHINGTON; THENCE N 55'10'09" E FOR A DISTANCE Of 269.75 FEET TC THE TRUE POINT OF BEGINNING OF THIS WATER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE sOLLOWING DESCRIBED CENTERLINE: THENCE N 45*27,51" E A DISTANCE CF 137.00 FEET: THENCE S 89'32009" E A DISTANCE OF 23.00 FEET TO THE TERMINUS OF ',A10 CENTERLINE. Page 2 of 4 •'Y 1 , PRELIMI'.ARY SANITARY SEWER UTILITIES Nl EASFMENT E A S E M E N T THIS INSTRUMENT, made this 2}_day of April by and between, CFIPrhg Associat=sy_a Joint Venture ^ ,_F _ CHG International. Inc`, Partner_-- and— and hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of Kingy„7;r�t County, Washington, hereinafter called "Grantee". .y WITNESSETH: qy That said Grantor(s) , for and in considerat on of the sum of $ 1.00 ,eu. by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto th - said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and up„n the following descrihed property in King County, Washington, more particularly described as follows: SANITARY SEWER EASEMENT I COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANCE 5 EAST, W.H. , KING COUNTY, WASHINGTON; THENCE N 44°25'22 E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11, VOLUME 2 - WASHINGTCN, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. ;433749), RECORDS OF KING COUNTY, WASHINGTON; TY CE S 82"42'14" E FOR A DISTANCE OF 642.68 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLJ_OWING DESCRIBED CENTERLINE: THENCE S 03°55'20" E FOR A DISTANCE Of 40.72 FEET; THENCE N 85'20'39" W FOR A DISTANCE OF 165.00 FEET; THENCE S 02'14'22" W FOR A DISTANCE OF 9.25 FEET TO THE TERMINUS OF SAID CENTERLINE. SANITARY SEWER EASEMENT 2 COMMENCING AT THE SOUTHWEST CORNER Of SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , KING COUNTY, WASHINGTON; THENCE N 44025122" E FOR A DISTANCE OF 831 .54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILROAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, PACIFIC COAST RAILROAD, SHEET 5 OF 11 , VOLUME 2 - WASHINGTON, RECORDS OF THE BURLINGiON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECC'DED IN VOLUME 14 OF PLATS, PAGE 7 (A.F. #433745) , RECORDS OF i,ING COUNTY, WASHINGTON; THENCE N 67°35' 14" E FOR A DISTANCE "F 674.04 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY SEWER EASEMENT; SAID EASEMENT LIES 7.5 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: THENCE N 62021 '45" W FOR A DISTANCE OF 73.00 FEET TO THE TERMINUS OF SAID CLNTERLINE. ( SANITARY SEWER EASEMENT 3 COMMENCING AT THE SOUTHWEST CORNER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W•M. , KING COUNTY, WASHINGTON; THENCE N 44'25'22" E FOR A DISTANCE OF 831 . 54 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE PACIFIC COAST RAILRCAD RIGHT-OF--WAY AS SHOWN ON THE MAIN LINE RICH(-OF-WAY AND TRACK MAP, . ACIFIC COAST RAILROAD, SHEET 5 OF 11, VDLUME 2 - WASHINGTON, RECORDS OF THE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY BOUNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 (A.: . '433749), RECORDS OF KING COUNTY, WASHINGTUN; THENCE N 1)011 ';,0" E FOR A DISTANCE Of 642,87 FEET TD THE TRUE POINT OF BFGINNING OF THIS SANITARY SOWER EASEMENT; SAID EASEMENT LIES 7.5 FFET nN EITHER ' IDE OF THE FOLLOWING Di5ERIBLD CTNTERLINE: THENCE N 66'50'33" W FOR A DISTANCE OF 121.0G' FEET TO THE TERMINUS OF SAID CENTERLINE. Page I of 3 r a )OHNSOfV - BRAUND _ t AFx1RTECTUtA1 tNr,IM,NPA,.+NU Pl.1^1Plel�+,v.�l.vn, A WOU NCI , a t; titles Engineering ;ttn: Mr. Ron Olsen '00 Mill Avenue South 'enton, WA 98055 4unpointe Condominiums Our Project #80-71 ".Djeat: Jt: iity Easements JY!ar Ron, -_r our discussion on April 30, 1981 and a review of the easements, we have added the missing hydrant and revised the bearings in question. Returned - erewith are the easements and the accompanying drawing, s you have any questions, please du not hesitate to call. incerely, 10 SON-B D DESIGN GROUP, P.S., INC. er,`"P:t"�^` cc: F/CHG Associates 200 So. 333, d St -eet Federal Way, WA 98003 enclosures GAD:h) e p 304 MAIN AVENUE SOUTH,SUITE 200,RENTON, .VASHI^ RENTON 271-7200 SEATTLE 623-5732 gt1MENCING AT THE SOUTHWEST CORNER OF SECTION 18. TOWNSHIP 2; NCRTH, RANGE ,•G EAST, M.M. , ICING COUNTY, WASHINGTON; THENCE N 44°25'2?" E FOR A DISTANCE 5� 831 .54 FEET TO A POINT 0;, THE NORTHERLY BOUNDARY OF THE PACIFIC COAST 4, ;:AILILOAD RIGHT-OF-WAY AS SHOWN ON THE MAIN LINE RIGHT-OF-WAY AND TRACK MAP, -ACIFIC COAST RAILROAD, SHEET 5 OF I., VOLUME 2 - Wf.SMINGTON, RECORDS OF :tE BURLINGTON NORTHERN RAILROAD, SAID POINT ALSO BEING ON THE SOUTHERLY ''UNDARY OF THE PLAT OF EARLINGTON, RECORDED IN VOLUME 14 OF PLATS, PAGE 7 , F, 1433749) RECORDS "F KING COUNTY, WAc"INCTON; THENCE N 13011 '36" E ' 14 A DISTANCE OF 642.87 FEET TO THE TRUE POINT OF BEGINNING OF THIS SANITARY ii FA:,FMENr; SAID EASEMENT LIES 7.5 FEET 09 ElrHER S11)E OF :HE FOLLOWING n' %aiBLU CENIFRLINE: THENCE N 66*50'33" W FOR A DISTANCE OF 12,.00 FEET TO IIUMINUS Of SAID CENIERLINE. Page 1 rf 3 w,