Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WTR2701660(1)
HIGHLAND VILLAGE ; a _w W-694 LINCOLN PROPERTIES r U� tell 1%0 AID 101 Inca m e UK NOW Now 11b lip -WI- TV M-rarr few 6w laawtl 4A irw d TO J z BILL OF SALE acne Z WOW ALL MEN BY THESE PRESENTS: That Lincoln Moodcliffe Limited Partnership Ir M O Comty of King ,State of Wuhiyton,the party 41 the am pa t U for and in cunaiderstim N the sum of One and no/100---------------------------- W tr Dollar, tr lawful money of the United States of Amer"to them in bawd paid by the C i ty of Renton O r— tJx party N the aeeood part, the receipt whereof u henby araooeledged, der es by tome preeeu grant. 7 barpin, tr ud deliver unto the mid put Y of the second pan, the fallowing deacribed Poona! pub' now, O bated a 1200 Grant Ave. in the Ciro of Renton , County N King end Slue of Wubieaton, to-.ir MY 694 Approximately 6103 l.f. of 8" Ductile Iron pipe, and 20 each of Fire Hydrant Assemblies, and 24 each of Gate Valves, and all appurtenances pertaining to Said watermain, expressly warranting Said watermain against any expenses, costs or liens hereto incurred thereon by, through or wider Seller herein. TO HAVE AND TO HOLD the mine to the mid puny of the nand ;=n, its brim, execulon. admin stntas and atiNa foe." And said pan y of th am put for its Beim eaecuton, admuutntors,covenant s and apse 5 to and eitb the mid pus y N the mood put. its eaecutccs, admuimnston and amps, that said party N the am pan the owner s of the wd ,rapnty,pods and chattek and ba s good nebt and full authority to tell the mine ad that it will ►snot and defend the ink bereby made unto the mid party of the wotnd pan, its e-aeutan, sdminitnlat ud umgiW -pout as and every persm or perms, abonmor et. kvfully claunmg w to claim the aama, IN WITNESS WHEREOF.The said pan y N the act pan ha s fmve nto w its band MA mml the first day of February, 1984. Lincoln Noodcliffe Limited Partners"t _ho LincQln Prooerty Ctamany No. 271nnt Limited ner41 P1rtner —lt4att STATE OF WASMNGTON, 1 by1W.- Dean Henry. Nen�ng Genera ner County of .i Il gg Do tea day pwamaay ipmnd before sm m me hwe m be IM laaludrtal dinned in and etc atecetd the wahine and b4aia4 Irtrusneni a.d aahwbdpd that ,.. Aped taw mine as r Mew vebow"Y an ad deed t„ t4 rim-ed pmpmm tNeb ut mmud. t cIVOi etaAt hw w aOAal aaY thin /'- ry N Fraa..F y I yS•{ "aMtld.y Aber 4.ad 4:w rw.g.e,. teelAr 41 �'i'i.. ,•cs.., ar orto afman ON"Comm w �•irr ..wa ~� r0 d dr lrad at see"of HiCORI D 11MS p�Y Hn 9 II n 0IA .-SIofi b TO `k,rvz tINIY a�p�als�ait 09 bow a INIED p 3.00 CASMSL 000e.3.00 35 BILL OF SALE SNOW ALL YEN BY THM PRESENTS: That Lincoln Yoodcliffe Limited Partnership d i� Cowry of King !rr al FWiyloe,W pro y al i en1 pro. Of for td to too of the.r of Ona and no/100---------------- Md atmry of the Uaiad Statr d _ __________ DoYaea Amoiu,to them b hand Paid by the City of Renton �j W Pony d the rand Pan, tba MMW Wbetmf it ht.by rLotmladpd, do es by thr ptrru pout, barpia,NO u,d tivh r onto W rM part y of W amad pan,W IdbWiea drviod P—ow Propoty nee �A lamed at 12DO Grant A-e. is W city of Renton ,Cowry al King ad Seam W WaiVetm, wwti Hf 694 Approximately 603 l.f, of 8" Ductile Iron pipe, and 20 each of Fire Hydrant Assemblies, and 24 each of Gate 'Valves, and all appurtenances pertaining to Said watermain, expressly Warranting Said watermain against any expenses, costs or liens hereto incurred thereon by, through or under Seller herein. TO HAVE AND TO HOLD W rue to W oM pony of W =mod ;.rt, its baba, a uion. adraWran and aatepo font. And rid pro y of W ant pun, lot its balm R&"'Mrta,Mootoo s ad MM 5 to ad doh W rid pan y of W w000l pot, its router* adaoYYnema and molm that rid pony of W art put the ov w S d W said PtaPetay,pear aid ehrWs sad Ns pod ngbt ad fuo aotbonty, to ill the roe. and that it wM ttartanl and tlelwd W We booby ade unto W mW pony of W tarmd Pan, its mourn,adwoolo atan ad rdp4 opirt d and ety paroe Of prows, Wbsrty, iowltilly cWriap of to "loam W now. IN WITNESS W}IEREOF,Tot rid pan y d W Mt pan be s bateanr M its boa end raLV first doy of February, 1984. Lincoln Moodcliffe Limited Partnersp ny No. 21jowo Li tea neral hrtner SLATY OF WASBINOT@I. 1 byl. A Henry. Na �einrTpaPUter ML comayof 0.this dp ponmdy Wpmrei Won r r No Naea r N do fmdlolded . I I Y and who mmewd W tMW sad rWn►`mi Ws Ad dad W nr r h.o lone and wkrrty w W mom and pr ,pow Nrai madwoo , .tt- GMM omit or hand and dkW and 06 I�f ty ad Fdbruar , • F IIN14 lit Ill�ggt rMl��Ile 11���t� wim PRO emm No wmsle-.lea lfeanwwrear weag M.earen nM be RAWd At MOP"d To I I 7 BML OF SALE r••• tee T U [NOW ALL MEN BY THESE PRESENTS- That Lincoln Moodcliffe Limited Partnership cc Couaty of King N Suits of Washington,the pony of file,Arts put.O fa and in conadentbo of the gum of One and no/100---------------------------- Ddlah r- uiwlW money of the United Sala of AmWira, to them in hand paid by the City of Renton 7 use Pen y al the rand Pan, the receipt uberaof is hereby utnowledged, do eS by Wee pnsrnu grant. bargain,all and deliver Wes the said pan y of the nand pert,the following described personal property now lasted at 1200 Grant Ave. in the City of Renton , Comty al King and State of w -ashwyton, rawer NY 694 Approximately 6103 l.f, of 8" Ductile iron pipe, and 20 each of Fire Hydrant Assemblies, and 24 each of Gate Valves, and all appurtenances pertaining to Said watemnain, expressly warranting Said waternair against any expenses, costs or liens hereto incurred thereon by, through or un�:r Seller herein. TO RAVE AND TO HOLD the same to the aid Party of the w ;:n, its bon, executors. administmion and assigns forever. And mid part y of the am part, lot its esexvton,administrators, coeewentS and brim. atRee$ to and with the Yid part y of the ascood Put, its esecuton, admint"tors and .migns, that acid Party of the bras Pan the owner S of the rid Plopaty.Nods and chattels and ha S good oast and full suthonly to sell the same. and that it will warrant and defend the sale hereby nude unto the said put y of the Worried ,Art, its necuton, sdminuetwon and argnl, against ag and every peraon W Penises, wboaanver,lawfully Clattering or Jo Clad fair near, IN WITNESS%IMREOF,The said pan y of d firm pen ha s bereuats Wt its gad art the first hand del of February, 1984. _ Lincolr Moodcliffe Limited Partnersrjjyg0 an Mo. 27jgnr� limited antral P rtner Mebg► I SPATE OF W.W(INGTON, ) by Y. a Henry, Managing GeneraT Partner }as. cmin4 al e-" d . A tW dp ply appeared before eat he r lann to be M uidWAW drerfbad in aid who sated the within and foregmy mLanrdsw lam r„ hu Maed the eame as Ina and volontary tat andd.ed•ed ass gad gtnpeaea tissei oeatiow. clew.der v band W tidal mail tar / ., day tit FaE>.ad,yy /d of RaMT A�11a�M►W MarMngaw, , uynlnEa n 4A S t N s1t T THIS INSTMMENT, Mode thls,.jLLday of r',bCM Igo.. by and between Lincoln Noodcliffe Limited Partnership. by Lincoln Property Company No. 277 Limited General Partner and the City of Renton Z hereinafter called "Grantor(s)", and the CITY Of KENTON, a municipal Corporation of King OU County, Washington, hereinafter called "Grentee". w WITNESSETH: 2 v That said Gnntor(s), for and In consi hratlon or the sum of $ 1.00 F, aid by Grantee. and other valuable tons ide rat on, by :3 these presents, grant, barge n, sell , convey, and warrant unto the sold Grantee, its O successors and assigns, an easement for public uti l l ti as (Including water 400�) wl th necessary appurtenances over, through, across and upon the following described property In King County, Washington, more particularly described as follows: See Attachment A, pages 1-6 WE/l•i Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such tires as may be necessary to enter upon said above described property far the purpose of Construct- ing, maintaining, repairing, altering or reconstructing said utilities, or asking any connections therewith, without incurring any lags'. ahligations or liability therefore, provided, that such construction, "Intsining, repairing, altering or reconstruction of said utilities shall ba accomplished to such a manner that the private improvements existing in the right(s)-of-wsy 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 thL aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not Interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This ea,ement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Lincoln Woodcltffp Limit d Par n hipL"hu linrnln ,Pp nry f r uQ »��.'ryr Limited General Par n r .ten +h r of Ra_ntnn- by, W. Dean Henry, Manageing General Ptnr. CORPORATE FORM: �IATE OF t)12 13.4 It ) COUNTY OF SS On this � Y day oft—/`t,t•[aiv. _ IOZbefore me, the undersigned, a Notary Pub1Te' and or the taT—te of E a� duly commissioned and sworn personally appeared c,' Dt nay/a n_x y to me known to be the AG�,,,,, � •!.•A^d respectively, of r' r;-' h,c. the partnership t—jat executed the forc- go6�g instrument, and ac now a ge the said instrument to be the free aad voluntary act and deed of sold Yartnership for the uses and purposes therein mentioned, and on oath stated that _ it( authorized to execute the said ii trument. WITNESS my hand and official seal hereto affixed the day and year in hiss certificate above written. r • Not ry rwsi eno TOP No stat rs , �' . rem Jrng M '11 at ,� ' waa� DOOOO •NOINumpm INC. 92127 11/30/83 Page 1 of 3 HIGHLAND VILLAGE EA11181T A WATERLINE EASEMENT NO. 1 An easamenl for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range 5 East, W.M., in King County, Washington described as follows: A strip of land ISM feat in width having 7.50 fret on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grant AVenue South; thence N 26"19'57" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51'46'19",. thence N 25"26'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesterly a lonq said curve an arc distance of 55.62 feet through a central angle of 15"56'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94051'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 75.37 feet through a central angle of 21°35'34"; thence N 58°06'W W 30.DO feet to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described centerline; thence N 67021'00" W 40.00 feet; thence N 80*03' W 83.50 feet; thence S 82046' W 158.00 feet to a point hereinafter referred to as "Point A"; thence S 84°3C' W 73.00 feet; thence N 44*02' W 78.50 feet; thence N 06*00' W 161.00 feet to a paint hereinafter referred to as "Point B"; thence continuing N 06*00' W 14.00 feet to a point hereinafter referred to as "Point C"; thence continuing N 06000' W 1.00 foot; thence N O1"31' W 76.00 feet to a point hereinafter referred to as "Point D"; thence continuing N O1*31' W 98.00 feet to a point hereinafter referred to as "Point E"; thence N 04024' W 12.00 feet to a point hereinafter referred to as "Point F"; thence continuing N 04*24' W 45.00 feet; thence N 32048' W IOl.DO feet; thence N D4'42' W 92.50 feet to a point hereinafter referred to as "Point G"; thence S 83*11' W 42.00 feet; thence N 54020' W 53.00 feet; thence N 13"53' W 67.00 feet; thence N 07004'30" W 8.50 feet to a point hereinafter referred to as "Point H"; thence continuing N 07004'30" W 186.50 feet to a point hereinafter referred to as "Point I"; thence ,.ontinuing N 07°04'30" W 18.50 feet to a point hereinafter referred to as "Point J"; thence continuing N 07°04'30"W 130.50 feet; thence N 01°00' E 63.00 feet to a point hereinafter referred to as "Point K"; thence continuing N O1*00" E 86.50 feet to a point hereinafter referred to as • I "; thence continuing N 01"DO' E 27.00; thence N 48027' E 32.50 feet; thei.,.e n ,.0"O1' E 56.00 feet; thence S 49*07' E 93.00 feet; thence S 82022' E 5.48 feet to a point hereinafter referred to as "Point M"; thence continuing S 82022' E 55.52 feet; thence S 74"58' E 58.00 feet; thence S 66"00' E 59.00 feet; thence S 62°15' E 10.50 feet to a point hereinafter referred to as "Point N"; thence continuing S 62*15' E 49.50 feet; thence S 15*38' E 90.00 feet; thence S O1"23' W 15.00 feet to a point hereinafter referred to as "Point 0"; thence continuing S 01023' W 95.00 feet to a point hereinafter referred to as "Point P"; w- 6�x/ UE/1"i — 4aM / r `NptNp~111 0,1NG \ iEo„tlfwedl f et to t to E S \ .q9'•� 9 its O49`{ �O DEW lNE SFY f t 16 11W a \6 in9 con VIIJ` 1E4E feet:QM th Neese t l S t .Mrai^afMa NIDNEANO N 9 a5 .poin 1nt q•; as °Polo a Po\meet. the \6.01-I's to00 co^tine cer ref e tern to r r�a� o0 6~:t the N f14 5 99 M the•01 the^ceherei^af rejoafter rebefeinaf S 61.24 inuin9 S 4 feet" thence ies of PsV,infest to point feet'.the the^.46.46 to as OSouth a� tM tam inn hereinafter 0 41.00 E 9 .poi then< (erred Vence a po 1n S (err d to 46 f Yei,after Cf Brant A DD t eel o feet tt�o P 00 f eet; f et tfeet o the ves a ce gin thence tioU\in9e 5 01°a1^Wing t0\ 4] M \0 he ein describe in9 at point r ntt Voi^t p.A 1fi E \5 50efeat. AND berred to oef erne A to as va� thentCe 5 8fi \1' 25 00 feet" re loaf to ref erre Vo{nt • the^ to 5 M SO f e be�einafter , at sea p Point P-A'. tore 5 64 p• E Z5.00 feet feet: 41d9e Dri pND beg jooko9 aijq e said Pe{on B•. `ence 5 f�✓2 9'eoce ,2\.� W \g8000 of 'We PPND bell ell of in9 a $ Said P°^^ DE••to a c th 8e ojr EPA 22 f eet: AND be9i^^in9 at raid Vol 42 featf`e^ce N 8a.55.90., t 20•� feet; Ap D elliloi^q0}8.' yd2poi^t H••tne^cce 5 82o55J,j^ E On)Aeett pNe^Ce beoS 86^9 at said point 1, the^ a f{ 82•�• M 20•DO feet' to a 5°24 E {n9 thD be9�^^jt%nin9 at Said Point D: thence f{ 89,00 E 21. Ol feet tioin9 5 D tontibU PNO be)q) bellioliA9 at said p inn K' the 980ole °2q0. theoe ��6C'u• �Pp{nt �p°0 aso�ot Eto a.. pND bell pnin9 ojoq bell pt said Poi^t N:asMpoinsged •to eefe redefered treferr 6'I?5 feeM PA p bell ll%jn9 (e�r@ err ed, to einaf ant rherei t hefei oi�e herei��e to��°then e S 81 \\ PNo b�her 6�o a 90 et torj faet to a f eeC 5�fee s;5 99°\\• M: 25 00 feet 141.5E 121,D55' E 8ll 5 Oq•55' {nt D be 00 feet. the c ` 1 U{ntj\ef9e Copt',It{oned QO 840}6• Es8'•p0 fleet'.' �Poi^t TOL font fryaid P \.ot g8' t,,,oce ce N 85US' W Al.50 1DO�ffeet et. j1 4B fee,,{n9 at to s said Poi at DD' thence d SOS" W 52.50 ffeet, beqlAND Minna 9CO as�y��d W�^nv� e `1 •� �►.M20�-- teen. P N�bbell"o Noll an said Pp ii t P•. the^c N P40 beqioo at ".06 Point NDbe9�t in9 at IZETAI( E OF ID ItEC: ) ; ) ) 1aG ] 4:16"ANT'1' .n,�s•��•�o 82127 00000 argesmaIIIIIIIII 1W0- 11/30/83 Dag* 2 of 3 NIGNLAND VILLAGE WATERLINE EASEMENT 140. 1 (Continued) thence continuing S 01023' W 99.00 feet; thence S 16°49' E 9.00 feet feet to to a point hereinafter referred to as "Point Q. ththence continuing S006°49' E a point hereinafter referred to as "Point R"; thence continuing 41.00 feet to a Point hereinafter referred to as "Point S":int hereinafter S lf`49' E 93.M' feet; thence S 61°24' E 17.00 feet to 14P00 feet; thence referred to as "Point T"; thence continuing S 6 34 feet E ° N 84051' E 46.00 feet; thence IN 46ed6t EasO Pointe0";LthenceNN 85 53'WE 42 03 03 feet to a point feet to the westerly margin of Grant Avenue South ^d the terminus of the herein described c^nterline. point hereinafter AND begnning at sate ref nt A; thence S C1n44' W *44' feet to a pt referred to as "Point V"; thence continuing S O1°44' W 0.00 (e feet ft to o point hereinafter referred to as "Point Z"; th[hence continuing SO1°43' W 10.001feet; hereinafter referred to as "Point A-A"; AND beginning at said Point V; thence N 88°16' W 13.00 feet; AND beginning at said Point 7; thence S 88°17' E 15.50 feet; AND beginning at said Point A-A; thence S 88°17' E 12.50 feet; AND beginning at said Point B; thence S 84°00' W 25.00 feet; AND beginning at said Point C; thence N 84°00' E 15.50 feet; AND beginning at said Point D; thence S 88°29' W 25.00 feet: AND beginning at said Point E. thence N 89059'27" W 180.00 feet: thence 86n at 408" W 291.42 ft Fee; the e easterly margin nfof Eagle Ridge Drive; AND beginning F AND beginning at said Point N; thence N 82055'30" E 22.50 feet'. AND beginning at said Point 1; th?nce S 82°55'30" W 20.00 feet; AND beginning at said Point J; thence N 82°55'30" E 22.50 feet; AND beginning at said Point K; thence N 89°00' W 20.00 feet; AND beginning at said Point M; thence S 05024' E 101.07ffeet to a AND beginning thence continuing S 05°24' E point hereinafter referred to as "Point BB"; 25.00 feet to a Point hereinafter referred to as It CC thence continuing S 05°24' E 181.50 feet to a point hereinafter referred to as "Point 00% thence continuing S21.00 04 55f feet to a 86.00 feet toeafpointfr referred hereinafter i referred to as , "Point FF thence continuing S 04°55' E 2.50 feet; thence S 27012' W 67.25 feet to a point from which aforementioned Point G bears S 83011' W; thence S 93°11' W 31.48 feet to said Point G; AND beginning at said Point BB; thencence N 84°36' E 18.00 feet; AND beginning at said Point CC; AND beginning at said Point DD; thence N 85°05' E 17.S0 feet; AND beginning at said Point EE; thence S 85°05' W 20.00 feet; AND beginning at said Point FF, thence N 85'05' E 20.50 feet; AND beginningt said Point N; thence S DB°57' W 52.50 feet; at said Point 0, nce S A40 beginning AND beginning at said Point P; thence N eo'37' W 20.00 feet; w- G,g/ IR,1-1 00006 mlWmjf mmws. w4c. 82127 11/30/83 Page 3 of 3 HIGHLAND VILLAGE WATERLINE EASEMENT NO. i (Continued) AND beginning at said Point Q; thence N 73*11' E 22.50 feet; AND beginning at said Point R; thence M 73'11' E 40.00 fe, '; AND beginning at said Point S; thence S 73*11' W 36.00 feeL; AND beginning at said Point T; thence N 28"36' E 25.50 feet; AND beginning at said Point U; thence N C4°07' W 81.00 feet to a point hereinafter referred to as "Point V"; thence continuing N 04007' W 12.00 feet to a point hereinafter referred to as "Point W"; thence continuing N D4007' W 115.00 feet to a point hereinafter referred to as "Point X"; thence continuing N D4007' W 10.00 feet; AND beginning at said Point V; thence S 85053' W 21.00 feet; AND beginning at said Point W; thence S 85`53' W 20.50 feet; AND beginning at said Point X; thence S 85'53' W 20.00 feet; AND beginning at said Point X; thence N 85053' E 21.50 feet to the terminus of the herein described centerlines. 44 f Cif M� + ! lAM4 S siY,l•1 OOOO1 GNOINOsAO, INC. 82127 11/22/83 Page 1 of 1 HIGHLAND VILLAGE WATERLINE EASEMENT No. 2 An easement for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range 5 East, M.M., in King County, Washington described as follows: A strip of land 15.00 feet in width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grand Avenue South; thence N 26019157" E :.99.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51"46'19"; thence N 25"26'22" M 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesterly along said curve an arc distance of 55.62 feet through a central angle of 15°56'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94°51'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angle of 62 50'000; thence N 09*20,411, W 206.92 feet to a point of tangency with a circular curve to the rignt, having a radius of 330.00 feet; thence northeasterly along said curve an arc distance of 5.96 feet through a central angle 01"02'05"; thence S 81"41'24" W 30.00 feet to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described centerline: thence S 79"42' W 161.50 feet to a point hereinafter referred to as "Point 0Q"; thence continuing S 79°42' W 7.50 feet to the terminus of the herein described centerline; AND beginning at said Point QQ; thence N 10018, W 15.00 feet to the terminus of the herein described centerline. ,�a P M H W 2 j 4 1 "flow � 11IR :we uil-1 4 00006 ■NSINSERS, INC. 82127 11/30/93 Page 1 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 3 An easement for waterline purposes lyingy within the southwest quarter and the northwest quarter of Section 20. Trwnship 23 North, Range 5 Eas•, M.M., in King County, Washington described .s follows: A strip of land 15.00 feet in width having 7.,1i fee: on each side cr the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grant Avenue South; thence N 26°19'57" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51946'19"; thence N 25°26'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 20C A0 feet; thence northwesterly along said curve an arc distance of 55.62 fee hrough a central angle of 15656'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94051'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angl- of 62"50'00"; thence N 09°20'41" W 206.92 feet to a point of tangency tith a circular curve to the right having a radius of 330.00 feet; thence northerly along said curve an arc distance of 147.24 feet through a central angle of 25°33'52" to a point of reverse curvature to the left having a radius of 330.00 feet; thence northerly along said curve an arc distance of 116.71 feet through a central angle of 20`15'46% thence N 04°02'35" W 475.02 feet; thence N 85°57 25" E 30.00 feet to the easterly margin bf Crant Avenue South and the True Point of Beginning of the herein described centerlines; thence N 86"36'E 134.00 feet to a point hereinafter referred to as "Point GG"; thence continuing N 86'36' E 24.00 feet to a point hereinafter referred to as "Point HH"; thence N 84058' E 195.00 feet; thence S 40053' E 6.00 feet; thence S 19045' E 10.00 feet to a point hereinafter referred to as "Point I1"; thence continuing S 19'45' E 78.00 feet to a point hereinafter referred to as "Point JJ'; thence continuing S 19*45' E 52.00 feet; thence S 11"37' E 64.50 feet to a point hereinafter referred to as "Point KK"; thence continuing 5 11037' E 12.50 feet; thence S 22"32' W 25.00 feet; thence S 72'54' W 248.00 feet to a point herein- after referred to as "Point LL"; thence S 10'43' E 7' .00 feet thence S 04'17' W 36.00 feet; thence S 19'1C' W 113.00 feet; thence S 59'11' W 79.00 feet; thence S 66057' W 37.D0 feet; thence N 86059' W 12.55 feet to the easterly margin of Grant Avenue South and the terminus of the herein described centerline. AND beginning at said Point GG; thence S 05*04' E 80.D0 feet to a point hereinafter referred to as "Point Mi"; thence continuing S 05"04' E 78.2b feet to a point from which aforementioned Point LL bears S 10°29'12" E; thence S 10"29'12" F 2,70 feet to a point hereinafter referred to as "Point NN"; thence c mtinuing S 10"29'12" E 29.10 feet to a point hereinafter referred to as "Point 00"; thence continuing S 10029'12" E 85.50 feet to a point hereinafter referred to as "Point PP"; thence continuing S 10029'12" E 16.50 feet to said Point LL; Wt/1-1 DODOS YIHQIfutAs. INC. $2127 i l in/83 Pogo 2 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT 40. 3 (Continued) AND beginning at said Point HIM; thence S 84"56' N 36.00 feet; AND beginning at said Point NN; thence N 79°30'48" E 20.00 feet; AND beginning at said Point OC; thence S 79030'48" N 36.00 feet; AND beginning at said Point PP; thence N 79°30'48" E 20.50 feet; 40 beginning at said Point HH; thence S 03"24' E 26.50 feet; AND beginning at said Point 11; thence S 70015' M 23.50 feet; AND beginning at said Point JJ; thence S MIS' N 40.00 feet; AND beginning at said Point KK; thence S 78023' M 23.50 feet and the terminus of the herein described centerlines. W qr,rx ara l�Vf iA1t• ti it/�f•3 w- G�gA1 YE,1.1 1fflllTlEt II 1 � o1 �Ntg� LLLLiL1 'Nut NS THIS INSTNIOENT, eerie thls.I&LMy Of February IOU—, by am beWaan Lincoln Woodcliff* Limited gartnershio, by Lincoln Property Caswa No. 277 Limited General Partner and the City of Renton hereinafter called "Grantor(s)". and the CITY OF RENTON, a Nunicip.1 Corporation Of films County. Washington, hereinafter called "Grantee". WITNESSETN: That sold Grantor(&), for and In consideration of the sum of $ 1.00 old by Grantee, and other valuable consldent on, ODt 1e ►resents, grant, rga n, :11, convey, and warrant unto the said grant". Its successors and assigns, an easement for public utilities (Including water 4lMONOMm) with Mcassary ap►artanonces over, through, across and upon the following described property yOw In King County, Washington, more p,rticularly daseribod as follows: See Attachment A. pages 1-6 84%04--09 g0il! EI REC6 F 11.00 CRSMSL 33 F19 F6R ATzt w 6 9� EAI[t s>t[m a9l uE11.1 Wksr M Said heretofore mentioned pent", its successors or assigns, shall have thethe right, without prior notice or proceeding At Taw, At such times as try be to eater upon said above described property for the purpose of c"struct- Ieg, maintaining, "pairing, altering or rtmstrueting said utilities, or asking any CONWcions therewith without incurring any •ial obligations or liability therefore, provided, that such constructian, all, ),iny, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-of-wsy shall not be disturbed or damaged, they will be replaced in as good a condition as they were 11 madiately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy thL aforedescribed promises. Including the right to retain the right to use the surface of said right-of-way if such use does not Interfere with Installation and maintenance Of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. RT Lincoln Woodel'ffe Limited partnprship;• a Limited General Partner an- the riLX of m bY, • Dean Henry, iroeiing General Ptnr. CORPORATE FORK: STATE OF COUNTY OF j SS On this day of�.`� < 19.111beforc me, the undersigned, a Notary Public n an for the tatS a of /y�'duly comissioned and sworn personally appeared ,.�� L t,AA �a:nJa'y —._._. to me known to be the r wand--- — respectively. ofn, - -, �,� �i ,.y�,�� the partnership t at executed the fore- going instrument, and Act now I edged the said instrument to be ure free and voluntary act and deed of said vartnership for the uses and purposes therein mentioned, and on oath stated that ,S authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. Y�c�n �or �atot residing ato _ v G (rt'>'a-ria.aa.dce+v Emypaate, 7—/�'S 0000� weww.w�, �aac. wan n�'tave3 HIGHLAND VILLAGE EXHIBIT A Page 1 of 3 WATERLINE EASEMENT NO. 1 An easement for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range S East, Y.M., in King County, Washington described as follows: A strip of land 15.00 feet in width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grant Avenue South; thence N 26"19'57" E 299.57 feet to a point of tangency with a circular curve iD to the left having a radius of 125.00 f thence northwesterly -;,,:,g said ry curve an arc distance of 112.95 feet through a central angle of 51.4619% thence N 25"26'?2" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesterly C along said curve an arc distance of 55.62 feet through a central angle of a� 15"56'04" to a point of reverse curvature to the right having a radius of 185.00 o feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94051'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 75.37 feet through a central angle of 21035'34"; thence N 58006114" W 30.00 feet to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described centerline; thence N 67"21'00" W 40.00 feet; thence N 80'03' W 83.50 feet; thence S 82"46' W 158.00 feet to a point hereinafter referred to as "Point A% thence S 84030' W 73.00 feet; thence N 44"02' W 78.50 feet; thence N 06000' W 161.00 feet to a point hereinafter referred to as "Point 8"; thence continuing N 06'00' W 14.00 feet to a po'-c hereinafter referred to as "Point C"; thence continuing N 06000' W 1.00 foot; thence N 01031' W 76.00 feet to a point hereinafter referred to as "Point 0"; thence continuing N 01"31' W 98.00 feet to a point hereinafter referred to as "Point E"; thence N 04024' W 12.00 feet to a point her:inafter referred to as 'Point f"; thence continuing N 04024' W 45.00 feet; thence N 32048' W 101.00 feet; thence N 04'42' W 92.50 feet to a point hereinafter referred to as "Point G"; thence S 83"11' W 42.00 feet; thence N 54020' W 53.00 feet; thence N 13*53' W 67.00 feet; thence N 07°04'30" W 8.50 feet to a point hereinafter referred to as "Point H"; thence continuing N 07"04'30" W 186.50 feet to a point hereinafter referred to as "Point I"; thence contir Ong N 07004'30" W 18.50 feet to a point hereinafter referred to as "Paint J% thence continuing N 07'04'30"W 130.50 feet; thence N 01"00' E 63.00 feet to a point hereinafter referred to as "Point K"; thence continuing N 01*00" E 86.50 feet to a point hereinafter referred to as "Point �% thence continuing N 01"00' E 27.00; thence N 48"27' E 32.50 feet; thence N 80"01' E 56.00 feet, thence S 49"07' E 93.00 feet; thence S 82"22' E 5.48 feet to a point hereinafter referred to as "Point M"; thence continuing S 82'22' E 55.52 feat; thence S 74058' E 58.00 feet; thence S 66000' E 59.00 taet; thence S 62"15' E 10.50 feet to a point hereinafter referred to as "Point N"; thence continuing ' 62"15' E 49.50 feet, thence S 15"38' E 90.00 feet; thence S 01"23' W 15.00 feet to a point hereinafter referred to as "Point 0"; thence continuing S 01"23' W 95.00 feet to a point hereinafter referred to as "Point P"; 00000 nowei msew "rc. 82127 11/30/93 Page 2 of 3 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 1 (Continued) thence continuing S 01°23' W 99.00 feet; thence S 16°49' E 9.00 feet to a Point hereirafter referred to as "Point Q% thence S 16049' E 28.00 feet to a Point hereinafter referred to as "Point R"; thence continuing S 16°49' E 41.00 feet to a point hereinafter referred to as "Point S"; thence continuing S 16.49' E 93.00 feet; thence S 61°24' E 17.OU feet to a point hereinafter referred to as "Point T% thence continuing S 61024' E 44.00 feet; thence N 84°51' E 46.00 feet; thence N 46°46' E 70.34 feet; thence N D4007' W 16.00 feet to A Point hereinafter referred to as "Point U thence N 85°53' E 42.03 feet to the westerly margin of Grart Avenue South and the terminus of the herein described centerline. m V-4 AND begnning at said Point A; thence S 01°44' W 32.DO feet to a point hereinafter O referred to as "Point Y'; thence continuing S 01°44' W 4.00 feet to a point Oi hereinafter referred to as "Point Z% thence S 01°43' W 99.00 feet to a point 0 hereinafter referred to as "Point A-A"; thence continuing S 01°43' W 10.00 feet; AND beginning at said Point Y; thence N 88°16' W 13.00 feet; r. AND beginning at said Point Z; thence S 88°17' E 15.50 feet; M AND beginning at said Point A-A; thence S 88°17' E 12.50 feet; AND beginning at said Point B; thence S 84000' W 25.00 feet; AND beginning at said Point C; thence N 84°DO' E 15.50 feet; AND beginning at said Point D; thence S 88°29' W 25.00 feet; AND beginning at said Point E; thence N 89°59'27" W 180.00 feet; thence S 86°40'38" W 291.42 feet to the easterly margin of Eagle Ridge Drive; AND beginning at said Point F; thence N 85°36' E 20.00 feet; AND beginning at said Point H; thence N 82°55'30" E 22.50 feet; AND beginning at said Point I; thence S 82055'30" W 20.00 feet; AND beginning at said Point J; thence N 82°55'30" E 22.50 feet; AND beqinning at said Point K; thence N 89°DO' W 20.00 feet; AND beginning at said Point L; thence S 89°00' E 21.00 feet; AND beginning at said Point M; thence S 05°24' E 101.07 feet to a point hereinafter referred to as "Point BB"; thence continuing S 05024' E 25.00 feet to a point hereinafter referred to as "Point CC"; thence continuing S 05°24' E 181.50 feet to a point hereinafter referred to as "Point DD% thence S 04°55' E 121.00 feet to a point hereinafter referred to as "Point EE"; thence continuing S 04055' E 86.00 feet to a point hereinafter referred to as "Point F F% thence continuing S 04055' E 2.50 feet; thence S 21°12' W 67.25 feet to a point from which aforementioned Point G bears S 83°11' W; thence S 83°i1' W 31.48 feet to ;aid Point G; AND beginning at said Point BB; thence S 84°36' W 42.00 feet; AND beginning at said Point CC; thence N 84°36' E 18.D0 feet; AND beginning at said Point DO; thence N 85°05' E 17.50 feet; AND beginning at said Point EE; thence S 85°05' W 20.00 feet; AND beginning at said Point FF; thence N 85°05' E 20.50 feet; AND beginning at said Point 14; then-e S 08°57' W 52.50 feet; AND beginning at said Point 0; thence S 88°37' E 20.50 feet; AND beginning at said Point P; thence N 88°37' W 20.00 feet; cocoa aftewAmptak w4c. lttfl 11/30/83 Page 3 of 3 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 1 (continued) AND beginning at said Point Q; thence N 73*11' E 22.50 feet; AND beginning at said Point R; thence N 73*11' E 40.00 feet; AND beginning at said Point S; thence S 73"11' Y 36.00 feet; AND inning at said Point T; thence N 28036' E 25.50 feet; AND t- nning at said Point U; thence N 04*07' V 81.00 feet to a point hereinafter referred to as "Point V"; thence continuing N 04007' N 12.00 feet to a point hereinafter referred to as "Point N"; thence Continuing N 04*07' N 115.00 feet to a point hereinafter referred to as "Point X"; thence continuing N 04*07' N 10.00 feet; OD AND beginning at said Point V; thence S 85'53' N 21.DO feet; q4 AND beginning at said Point N; thence S 85053' N 20.50 feet; O AND beginning at said Point %; thence S 85°53' M 20.00 feet; O� AND beginning at said Point K; thence N 85*53' E 21.50 feet to the O terminus of the herein described centerlines. G e!' a 00000 WA& 62127 11�22/83 Payw 1 of 1 HIGHLAND VILLAGE WATERLINE EASEMENT NO, 2 An easement for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range 5 [as;, W.N in King County, Washington described as follows: A strip of land 15.D0 feet In width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grand Avenue South; thence N QD to the l "left having a radius of 125.00 f to a ee point tangency of eet thencenort ci rcular curve curve an arc distance of 112.95 feet through a central angle of 51°46'19"; thence N 25026'22" W 146.53 feet to a point of tangency with a circular curve to e n curve an arch radius distance of55.62 feet00through ah central ence rangle tof115°56'04"a to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94"51'45" to a point of reverse curvature to the left having a radius of 2D0.00 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angle of 62"50'001; thence N 09020'41" W 206.92 feet to a point of tangency with a circular curve to the right, having a radius of 330.00 feet; thence northeasterly along said curve an arc distance of 5.96 feet through a central angle 01°02105"; thence S 81041'24" W 30.00 feet to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described center'ine; thence S 79042' W 161.50 feet to a point hereinafter referred to as "Point QQ% thence continuing S 79*42' W 7.50 feet to the terminus of the herein described centerline; AND beginning at said Point QQ• thence N 10"18' W 15.00 feet to the terminus of the herein described centerline. NP r J DOOM . mhm. 02117 i1/30/93 Page 1 of 2 NIGKW VILLAGE WATERLINE EASENEA, NO. 3 An easaaent for wateriine purposes lying within the southwest quarter and �,.•northwest quarter of Section 20. Township 21 North, Range 5 East, M.N., in King County, Washington described as follows: A strip of la,d 15.00 feet in width having 7.50 feet on each side of the following described centerlines: ib Beginning at the intersection of Prosper Ethier Road and Grant Avenue South; rq thence N 26019157" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51.46'19"; thence N 2"'26'22' W 146.53 feet to a Point of tangency with a circular curve to the left havi;,g a radius of 200.00 feet; thence northwesterly along said curve an arc distance of 55.62 feet through a central angle of 15656'04" to thencepoint of reverse northeasterlyualongrsaid c to urveiantarcvdistance ofs of 306.305feetithrough a central angle of 94051'45" to a point of reverse curvature to the left arcidistanceiof 2192 33 feet Chroughnaecentralaangley oaf 162g50a00"curvenan N 09°20'41" W 206.92 feet to a point of tangency with a circular curve to the right ha, , a radius of 330.00 feet; thence northerly along said curve an arc distan._ of 147.24 feet through a central angle of 25°33'52" to a point of reverse curvature to the left having a radius of 330.00 feet; thence northerly along said curve an arc distance of 116.71 feet through a central angle of 20°15'46"; thence N 04002'35" W 47S.02 feet; thence N 85057'25" E 30.00 feet to the easterly margin of Grant Avenue South and the True Point of Beginning of the herein described centerlines; thence N 86°36'E 134.00 feet to a point hereinafter referred to as "Point GG"; thence continuing N 86'36' E 24.00 feet to a point hereinafter referred to as "Point HH"; thence N 84°58' E 195.00 feet; thence S 40°53' E 6.00 feet; thence S 19°45' E 10.0' feet to a point hereinafter referred to as "Point 11"; thence continuing S 19' 45' E 78.00 feet to a point hereinafter referred to as "Point JJ"; thence continuing S 19°45' E 52.00 feet; thence S 11°37' E 64.50 feet to a point hereinafter referred to fee "Point KK% thence continuing S 11°37' E 17.50 feet; afterereferred to as "Point t`L"; tlenre7S°10043'2E671.00efeetothence S 04°17'1 W 36.00 feet; thence S 19°10, W 113.(0 feet; thence S 59011, W 79.00 feet; thence S 66057' W 37.00 feet; then..e W %°59' W 12.55 feet to the easterly margin of Grant Avenue South and the terminus of the herein described centerline. ANO beginning at said Point GG; thence S 05'04' E 80.00 feet to a Point hereinafter referred to as "Point MN"; thence continuing S 05°04' E 78.26 feet to a point from which aforementioned Point LL bears S 10°29, 2" E; thence S 10*29,12" E 2.70 feet to a point hereinafter referred to as "Point HN"; thence continuing S 10029'12" E 29.10 feet to a point hereinafter referred to as "Point 00% thence continuing S 10029'12" E 85.50 feet to a point hereinafter referred to as "Point PP% thence continuing S 10°29'12" E 16,50 feet to said Point LL; 00me mvmm �mpw wor. a2127 11/30/83 Page 2 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT ND. 3 (Continued) AND beginning at said Point HIM; thence S 84.56' W 36.00 feet; AND beginning at said Point NN; thence N 79030'48" E 20.00 feet. AND beginning at said Point 00; thence S 19*30:48: W 36.00 feet; AND beginning at said Point PP; thence N 7903048E 20.50 feet; ib AND beginning At said Point HH; thence S 03"24' E 26.50 feet; AND beginning At said Point 11; thence S 70"15' W 23.S0 feet;. AND beginning at said Point JJ; thence S 70015' W 40.00 feet; O AND beginning at said Point KK; thence S 78*23' W 23.50 feet O ane the terns nus of the herein described centerlines. a r u�w I IIM\ 7 uh U uu i..0 Sf IEEE:111 !!! ...... p ,. .. q • y'flllelEE �1 cede thla�day of..-.� p Lincoln Pro er C en 'MISINSTNI►KNT, partner{hi Lincoln Moodcltfte L1�1a the Lit of Kenton by en♦ IMtww General Partner --�-�— No.1 Lllalted ------- 1 CorMfetlen of NIM �'� pool cl►e and tM cITY Of NEKTON. • Co "G renter l{) r Call*d "Grantee"• herelnafter hereinafte county. Washington. {ee, of S 1 0 nsl"ratio, of the le con{Ideret on. y1TNESSETN: for and In co other valwa nntoo, Its Z Id Grant* . Gran'ea, and tM aald G wlch 0 TMt se al l hY and wanont unto wator! rtY s arpe n sntl , con�!Ilc utilities (including descrl cod Ofe►o O resents. 9r ont. for p the f011ow1^9 t ese ►rase assigns, an q{eM h ac ro+{ M f011ws: d over, Nrouy Lr1Y described as � successors a"�rbtnencos re Oarticu L necesser 109v. Woshington. eo O In King pages 1-4 j See Attachment O yEll-1 Said heretofore mentioned grantee, its Successors or assigns, shall have the right, without prior notice or proceeding at law, at such tiers as may ue necessary to enter upon said above described property for the purpose of coostruct- Ing, maintaining, repairing, altering or reconstructing s►id utilities, or making any connections therewith, wit"ut Incurring any legal obligations or liability therefore, proviJod, that such construction, maintainin , repairing, altering or reconstruction of said utilities shall be accospll.hod in such a manner that the private improvements existing in the rlght(s)-of-wey shall not be disturted or damaged, they will be replaced in as good a condition as they were immediately 0 before the property was entered upon by the Grantee, a O The Grantor shall fully use and enjoy thg,aforedescribed promises, including the right to retain the right to use the surface of said right-of-way if such use does not Interfere with installation and maintenance of the utilities. however, cY: the grantor shall not erect buildings or structures over, under or across the W right-of-way during the existence of such utilities. :3 This easemant, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that 'hey are the lawful owncrs of the above properties and that they have a good and lawful right to execute this agreement. Lincoln Woodcliffe Limited Partnprchip;by tinrntn prnparrU f ompaAg No 277 Limited General Partner and the City of Rer nn by, W. Dean Henry, Manageing General Ptnr. CORPORATE FORM: STATE OF (6)2 riAl 1 �) COUNTY Of � 3 On this �r day ofl....�. 1411_Zbefore ore, the undersigned, a Notary Publ cl�for the State,o {.. , duly commissioned and sworn personally appeared c,' iY AA14 a A 4 and to me known r be the PIa ,.;v. ,.;L....� i.,.r,,,,and respectively, of �.:. r the partnership that t executed the fore- going inst,ment,and acknowledged the said instrument to be the free and voluntary act and deed of said vartnership for the uses and purposes therein mentioned, and on oath stated that hi ,•, authorised to execute the said it, .trument. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. NOT dry u ct n or a tatq o(— ay ) , residing at,(1,y;L. ...,e_i AA e4leit-rill4-4, I,. " ,PNtC.I 7-/'Y'3 10111 OW-nn OR 46,4-"43 coo= MCI. 1M O- 130TH AVW4LJE NMM-01AW 4140 MLLlVUR. WAMiNAITON 60O06 L I T T a 8 DF TRANSMITTAL DATE 1?V_aos ATM- AW To Cirr Of rhe�t�✓ -- REe',-l�G�v J'�PQdtr moo. fiy✓l�l�.yYr L�Il. 'r�/YNltt/� A1i`�_ WE ARE SENDING YOU ATTACHED _LnER SEPAHAT'E COYER, THE Ft)LLONING, PRINTS ✓ SPECIFICATIONS_ COPY OF LETTER__ CHANGE ORDER_ LEGAL DESCRIPTIONS ✓ OTHER__ QUANTITY DATED DESCRIPTION -. f S —f&AM2 /S-d/l&r v/ATBf 4t4_IS �['QPY �•�sF✓�l' /fie/_ J1cs.��.Priae/ - TRANSMITTED FOR, AzLee .12;�kezf(( REMARKS, zemne drzz J✓.VFf.! 1W& so wL� y4-_ 7- Pi�,ov Pc- Ti/E COPY TO, .E/Gi_ %NF•:, '� (if enclosures are not as notes, please n:tlfy us at once) OigANO VILLAGE W►ERt!N SENENi 40. i 8212, "Orthk*St r Water)i page ement f Ol8of 3 Re fp Strip Of la �sAinyt°necdesc�n 20 )oy'n h9 within the lowing dascaiGy 00 feet in hed as folio,, North.NortA• RatNMest quarter 49icein at the i centerlines idth having 7.50 East• jer and the to the le?6.19.5,•"t°rsettipn feet on ea n L,^ceeay` ��t^c a�tljp57ofet GOf rasper Ethier 8 ch side of the aloe to tAe17 '7' Weles I1?.9S )FS 00 feet of to 9�cnd Grant AV fS°56 Odi tocurve A analog a�dit to atptol�9htaecent"orCry�iste� circuiar°uth; rdu9hAance no., of reverSee of 5of 5 0 00 Of ta"9encyangl of S410n46? said left left havj central sterly a10019 cur„°tu feet t. the"ce nor th ° circul 19•: N ° Ga p�° Sus ply 2�— .45rd ��ye adAe j�9ht hate^trajsaey0. N 67-we p°intJof00 {MKtothr -'I; tAe��t"t of retetancenof 3radiul5 of S 8q� f30,°a°t COb,b rs eeti^9 ofaNesterly,i angle s rlY a)patya�e�peet 185.b N the 61.00 {e 0 73.00 feet[ herei th ate N 80 03� de he In Ord^t Av �349; s� ^curve an he ei�ing Nto 06-to 4 ter t-ef �it tto are naf ence �4� 0 fer 1 M 8 rt�erred t f�aotntcer re ttAen�e S 8ent'Cec�tl 45,to OpPo"tt i °fter res ,p . ; penc oot te N 'er referredfnt Bet thy- N 4 d Dot eetnt her thence fter referred tp as thence Con N 76.�0 as Ppinte continui the herefnaf A 3?°48� r'ed tp as "point E.� tinuin9 N eet to a �•• the "g H•DO°{eet to°20- y 53referred to as {eaiint F,�� thence N aeJl y mint "ce thenc0q 30•e coy° poin186 t A�feet; then ,pn e oint •O„hence the cpnti,7q,4t N 1?.0 tet,t 63et t .Op et int�iru feet thg N O'°04 f° dt pofdfe�eC°to M 67 00 83° 92.50 � 241 M contti as ce r 86.SOpotntr ntl Aer I in9N1075pAfept"after°to refnt Het tAe�"ce IV;" t; to as contin Spoinbt ye�tr when�e nd tera97.�iPOf.nt her snceated tot to13.0ifeetnt ;��nfter Pint p eferr ago° N °tinuSjn1. uaE•IO,p�fre74°g, toet'Oofeet; thper r32soerref^oas Pine0o00.tidto S 01°23� 9 S 62°ISeet to a E 58.0p int N,.. ence S 82°?2t; tAencet t°. thence continuinN �5.00 feet 49.so f1pt h-r -- then continui 5.48 feNe80°01.E° Lr 9 S 01°23' Y 95.Oppffeet to aefn qtr •p�r e00t00a e 9 fint eet•tthence AEreinafterfeferrPoint o a thenc`ep, OOOOa anouyaawa, we. Iltl!!7 " t or � HIGHLAND VILLAGE WATERLINE EASEMENT 100. 1 (Contitnnd) thence continuing S 01423' W 99.D0 feet, thence S 16049' E 9.00 feet to Point hereinafter referred to as "Point Q-. thence S 16049' E 28.00 feet to a Point hereinafter referred to as .00int R°; thence continuing S 16.49' E 41,00 feet to a Point hereinefter referred to as 'Point S , tta•nce continuing S 16049' E 93.00 feet; thence S 61%4' 17.M feet tc a point hereinafter referred to as "Point T"; thence continutiry s 61°24' E 44.00 feet; thence N 84°51' E 46.00 feet, thence N 46.46' E 70.34 feet; thence N 04°07' W 16.M feet to a Point hereinafter referred to as "Point U"; thence N 85053' E 42.03 feet to the westerly margin of Grant Avenue South and the terminus of the herein described centerline. AND begnning at said Poini. A; thence S 01044' W 32.00 feet to a Point hereinafter referred to as "Point Y"; thence continuing S O1°44' W 4.00 feet to a point hereinafter referred to as "Poir-, Z"; thence S 01°43' W WOO feet to a point hereinafter referred to as "Point A-A"; thence continuing S 01°43' W 10.00 feet; AND beginning at said Point Y; thence N 88°16, W 13.00 feet; AND beginning at said Point Z; thence S 88'17' E 15.50 feet; AND beginning at said Point A-A; thence S 88°17' E 12.50 feet; AND beginning at said Point B; thence S 84000' W MOD feet; AND beginning at said Point C; thence N 84000' E 15.50 feet; AND beginning at said Point D; thence S 88°29' W 25.00 feet; AND beginning at said Point E; thence N 89059,271, W 1Rn,iln feet; thence S 86"40'38" W 291.42 feet to the easterly margin of Eagle Ridge Drive; AND beginning at said Point F; thence N 85"36' E 20.00 feet; AND beginning at said Point H; thence N 82°55'30" E 22.50 feet; AND beginning at said Point I; thence S 82"55'30" W 20.00 feet; AND beginning at said Point J; thence N 82"55'30" E 22.50 feet; AND beginning at said Point K; thence N 89'00' W 20.00 feet; AND beginning at said Point l; thence S 89°M' E 21.00 feet; AND beginning at said Point M; thence S O5°24' E 101.07 feet to a Point hereinafter referred to as "Point BB"; thence continuing S 05°24' E 25.00 feet to a point hereinafter referred to as "Point CC"; thence continuinq S 05'24' E 181.50 feet to a Point hereinafter referred to as "Point DO"; thence S 04'55' E 121,00 feet to a point hereinafter referred to as "Point EE"; thence continuing S 04'55' E 86.00 feet to a point hereinafter referred to as "Point FF"; thence continuing S 04"55' E 2.50 feet; thence S 27012' W 67.25 feet to a point from which aforementioned Point G bears S 83'11' W; thence S 8311' W 31.48 teet to said Point G; AND beginning at said Point BB; thence S 84°36' W 42.00 feet; AND beginning at said Point CC; thence N 84°36' E 18.00 feet; AND beginning at Said Point DD; thence N 85°05' E 17.50 feet; AND beginning at said Point El; thence S 85°05, W 20.00 feet; AND beginning at said Point FF; thence N 850 OS' E 20.50 feet; AND beginning at s.id Point N; thence S 08057' W 52.50 feet; AND beginning at said Point 0; thence S 88037' E 20.SO feet; AND beginning at said Point P; thence N 88'37' W MOD feet; OODOe eA@6 WVC• $2127 11/30/83 Page 3 of 3 HIGHLAND ViLLAGE WATERLINE EASEMENT NO. 1 (Continued) AND oeginning at said Point Q; thence N 73°11' E 22.S0 feet; AND beginning at said Point R; thence N 73°11' E 40.00 •eet; AND beginning at said Point S; thence S 73°11' W 36.00 feet; AND beginning at said Point T; thence N 28°36' E 25.50 feet; AND beginning at said Point U; thence N 04°07' W 81.00 feet to a point hereinafter referred to as "Point V% thence continuing N 04°07' W 12.00 feet to a point hereinafter referred to as "Point W"; thence continuing N 04007' W 115.00 feet to a point hereinafter referred to as "Point X% thence continuing N 04°07' W 10.00 feet; AND beginning at said Point V; thence S 85'S3' W 21.00 feet; AND beginning at saiA Point W; thence S 85°53' W 20.50 feet; AND beginning at sari Point t; thence S 85°S3' W 20.00 feet; AND heginning at said Point thence N 85453' E 21.50 feet to the terminus of the herein described centerlines. NA f �1'� N r u1� CKMDO fNO1Nt<Rf. 1NC. 8Y127 11/22/83 Page I of 1 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 2 An easement for waterline purposes lying within the southwest Quarter and the •thwest Quarter of Section 20. Township 23 North, Range 5 East, W.M., in king County, Washington described as follows: A strip of land 15.00 feet in width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grand Avenue South; thence N 26'19'57" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51"46'19"; thence N 25°26'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesterly along said curve an arc distance of 55.62 feet through a central angle of 15°56'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94^51'45" to a point of reverse curvature to the left having a radius of 200.U0 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angle of 62 50'00"; thence N 09020'41" W 206.92 feet to a point of tangency with a circular curve to the right, having a radius of 330.00 feet; thence northeasterly along said curve an arc distance of 5.96 feet through a central angle 01°02'05"; thence S 81°41'24" W 10.00 f• t to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described centerline; thence S 79042' W 161.50 feet to a point hereinafter referred to as "Point QQ"; thence continuing S 79`42' W 7.50 feet to the terminus of the herein described centerline; AND twginning at said Point QQ; thence N 10'18' W 15.00 feet to the terminus of t.., herein described centerline. i as W � C. 9= i r 1 urA DOOOO ENSINUMPOW INC. 82127 11/30/83 Page 1 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT NO, 3 An easalaent for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range 5 East, M.M., in King County, Washington described as follows; A strip of land 15.00 feet in width having 7.50 feet on each side of the rollowing described centerlines: Beginning at the intersecticn of Prosper Ethier Road and Graa. Avenue South; thence N 26"19'57" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence not .hweste,ly along said curve an arc distance of 112.95 feet through a central angle of 51"46'19"; thence N 25'26'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence ne'thwesterly along said curve an arc distance of 55.62 fro. through a central angle of 15056'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly alongg said curve an arr. distance of 306.30 feet through a central angle of 94°51'`5" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly alom2 said curve an arc distance of 219.33 feet through a central angle of 62 50'00% thence N 09020'41" W 206 92 feet to a point of tangency with a circular curve to the right having a radius of 330.00 feet; thence northerly along said curve an arc distance of 147.24 feet through a central angle of 25"33'52" to a point of reverse curvature to the left having a radius of 330.00 feet; thence northerly along said cure ar, arc distance of 116.71 feet through a central angle of 20°15'46"; thence N 04002'35" W 475.02 feet; thence N 85057'25" E 30.00 'eet to the easterly margin of Grant Avenue South and the T•-ue Point of Beginning of the herein described centerlines; thence N 86036'E 134.00 feet to a point hereinafter referred to "s "Point GG"; thence continuing N 86036' E 24.00 feet to a point hereinafter referred to as "Point HH"; thence N Q401Q' E 195.00 feet; *hence S 40'53' E 6.00 feet; thence S 19'45' E 10.00 fe. a Point hereinafts, referred to as "Poi•1t 11"; thence continuing S 19"45' E iu.00 feet to a point hereinafter referred to as "Point JJ% thence continuing S 19*45' E 52.00 feet; thence S 11'37' E 64.50 feet to a point hereinafter referred to as "Point KK"t thence continuing S 11037' E 12.50 feet; thence S 22032' W 25.00 feet; thence S 72'54' W 248.00 feet to a point herein- after referred to as "Point LL"; thence S 10'43' E 71.00 feet thence S 04'17' W 36.00 feet; thence S 19'10' W 113.00 feet; thence S 59011' W 79.00 feet; thence S 66'57' W 37.00 feet; thence N 86'59' W 12.55 feet to the easterly margin of Grant Avenue South and the terminus of the herein described centerline. AND beginning at said Point GG; thence S OS°D4' E 80.00 feet to a point hereinafter referred to as "Point MM"; thence continuing S 05'04' E 78.26 feet to a point from which aforementioned Point LL bears S 10"29'12" E; thence S 10°29'12" E 2.70 feet tr a point hereinafter referred to as "Point NN"; thence continuing S 10"29'12' E 29.10 feet to a point hereinafter referred to as "Point 00"; thence continuing S 1062912" E 85.50 feet to a point hereinafter referred to as "Point PP"; thence continuing S 10°29'12" 1 16.50 feet to said Point LL; titlDoaa ■raommapsh Myp, 82127 11/30/83 Page 2 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT 40, 3 (Continued) AND beginning at said Point MM; thence 5 84"56' W 36.00 feet; AND beginning at said Point NN; thence N 79-30148: E 20.00 feet; AND beginning at said Point OD; thence S 79030'48W 36.6o feet; AND beginning at said Point PP; thence N 79"30'48" E 20.50 feet; AND beginning at said Point HH; thence S 03*24' E 26.50 feet; AND beginning at said Point ti; thence S 70015, W 23.50 feet; AND beginning at said Point JJ; thence S 70015' W 40.00 feet; AND beginning at said Point KK; thence S 78023, W 23.50 feet and the terminus of the herein described centerlines. y o 9Z _ z S , urw I! i�4p e4eO1,20 W5?3, RECD F S.00 WATER LINE AND SEWER LINE EASEMEHIPASHSL ereeS 22 THIS INDENTURE made this /7 t4' day of 19E4 , between PUGET SOUND POWER a LINT COMPANY, a as corporation ('Grantor* herein) and the CITY OF RENTON, a Municipal corporation of Ring County, Washington, (*Grantee' herein)t WITHESSETHt That in consideration of Tan Dollars ($10.00) and other good and valuable considera .ion, in hand paid, receipt of which is hereby acknowledged, and performance by Grantee of the covenants hereinafter set forth, Grantor hereby grants unto Grantee a perpetual easement over, across and under the following describedt:•t property, situated in King County, Washington: qd See Attached Exhibit 'A' Or Said easement being for the purpose of installing, • M constructing, operating, maintaining, removing, repairing, i` replacing and using a water line and sewer line with all •n connections, manholes and appurtenances thereto, is granted on the following te.-ma and conditions: v 1. Grantee agrees to save and hold Grantor harmless from all loss or damage which may be due to the exercise by Grantee of the rights here'.n granted, and from all claims for such damage by whomsoever made and to indemnify Grantor for all such loss, damage and claims. 2. Grantor shall not be liable for any loss or damages to Grantee's facilities resulting from Grantor's use of the lands encumbered by this easement unless such loss or damage is due to negligent act or omission of Grantor. 3. Grantor reserves the right to develop and use the lands encumbered by this easement for any purpose not inconsistent with the rights granted herein. without limitit•n the generality of the foregoing, Grantor reserves the right at any time, and from time to time, to construct or reconstruct electric lines (whether AC or DC; whether now existing or hereafter to be construe N,)��on this easement in such manner that wires sisyetusee may be under, over, aieag and across the lands \o%'�,,,!.encumbered by this easement. 4. Grantor reserves the right to grant access rights to theca ..9--er across the lands encumbered by this easement and to grant .,y other right which is not inconsistent with the rights herein granted to Grantee. 5. Grantee agrees to provide adequate drainage to prevent any backup of surface water over the easement area which may result from Grantee's exercise of said easement. 6. Should the easement area be subsequently improved, Grantee agrees that it shall, at its sole cost and expense, replace or restore to its improved condition any such improvements which are damaged or destroyed as the result of Grantee's exercise of its rights of maintenance, repair or replacement. 7. Following the installation of said facilities Grantee shall, to the extent reasonably practicable, restore the above described property to the condition it was immediately prior to such stork. Grantee bhall not excavate within 15 feet of Grantur's Power poles. nn�� WAS M AN-i01S 0. The rights and obligations of the Parties shall inure to the benefit of and be binding upon their respective successors and assigns. 9. The rights hereby granted shall cure and determine whenever Grant** shall have permanently abandoned the use of its facilities accommodated by this easement for a period of five years. ACCEPTED BY: CITY OF RENTON, PUGET SOUND POWER 6 LIGHT COMPANY By - 1 GBy Title P,rac+( , , ,,,k, Director R**1 Estate �. poa. BUMCRIBED AND SWORN TO BEFORE Ifs 46 Y::,. os.a. •,.•', . u,y <<F e,r w. fa.6. err ' n`•.", rvt`c iy, r:.:,,,,r„::-���.+a.rn.: �:w..r.asw. •�.t . fSd f'., l��T• i .r-iN �l_'�1L4---- �,` N .........• g STATE OF WASHINGTON) N ) SS. c�••1.�"• , COUNTY OF RING ) '•' i '. On this R7 day of jhm,,Aal 1981, before me, the undersigned, Wm. R. Arthur, to me nown to be the Director Real Estate Of PUGET SOUND POWER 6 LIGHT COMPANY, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on Oath stated that he is authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. D, 1 /� n / —-- /S i Notary Pub is n aV for`*the of Washington, residing at ��y.L.,,,,,,�C AM-6015 WATER LINE a SEWER LINE EASEMENT PUOET - CITY OF RENTON EXHIBIT 'A' PARCEL As The East 20 feet of the Nest 4S feet of that portion of the West Half of Section 20, Township 23 North, Range 5 East, N.N. , lying within the Bonneville Power Administration's 250 foot Right-of-Nay, lying North of Puget Drive Right-of-Nay. PARCEL Bs The South 15 feet of the North 50 feet, together with the South 9 i. feet of the North 59 feet of the East 8 feet, of that portion of g the South 125 feet of the City of Seattle's 200 foot Diablo Right-of-Way as contained in an instrument recorded under ry Auditor's Pile Number 3560496 lying within the Northeast Ouarter of Section 19, Township 23 North, Range 5 East, W.M. yO m AND the East 20 feet of the West /5 feet EXCEPT the North 35 feet thereof AND the West 25 feet of the North 59 feet EXCEPT THE North 35 feet. All within the said South 125 feet of the City of Seattle's Right-of-Way, lying within the Northwest Ouarter of Section 20, Township 23 North, Range 5 East, W.M. AM-6015 I , ) 4 llgu Ms. Wpte Ptr yaa rsoueet, the fi mft wore lot u furamad Concerting aft" tw IMPMV trots installed for the above nletattxa proleat. VAM STE Latgte also r"o L.I OF " b 7. VATUM1N L.P. OF " WATUMIN L.P. OP ��' r- WATVMIN -- L.P. OF --" i WATERMAIN EACH OP —^ — nRE MUNT ASSEMELIES EACH Or GATE VALVES 91 w•a f!, Je, EACH uF --~' —� GATE VALVES EACH OF -_w CATE VALCSS Other: - 6.al 94A //a i�ur YOTAL COST FOR WATER SYSTEM a /171F G c 9 O U SANITARY SEWER. SYSTEM: Length Size Type L.F. or �• SENSE MAIN L.P. OF F; .1-, SEWER MAIN y;J.SD L.P. OF G C• SEWER MAIN EACH OF DIAMETER MANHOLES Others !-- � , (, /x.,T fee, / /./ - 1'r C. ieC fr G TOTAL COST FOR SANITARY SEWER SYSTEM $ //Jy �L�, po STOIK DRAINAGE SYSTEM: Lotgth S79 L.F. OF 7k " 0/n/ STORM LINE .1 a- L.P. OF '-7"�• .. STORM LINE L.F. OF i, STOOP LINE 7L.F. OF C`A_ STORM LIRE Ot�herf:i L.S - _fo �A474 .nr / i .P y/ / Y .'/frto X.-7G & / ' �Nrx10 r STREET DIMpVpIIDTSe (Including Curb, Gutter, Sldevelt) am Poll MIR nrhmwrm a Very truly Yours. ` );i0Aftm— A�'e4 Draft Environmental Im pact Statement HIGHLAND VILLAGE MARCH 1982 OF qF U �-7M Z o !d �q 9 ` ��rf0 SE►�E�`� CITY OF RENTON �--- Nt0 fAARKl E}TayT FY I0 U 1LW BE!lsj P. O. lox Uaa N—MW AAA MASIRNGTON 10 C1YY Rse oi w NOW! .«! tgo Phil Av wle gwth _ Renton, VA 9ms _----.—— -- -- wF ARE SENDING v0U .R Atteched Under "Mmte cove in, the Iolloalna dame: I.:i Shop drawmp Pnnt$ Li Pk" ta. SempNs r, Coy e/ M Cl SPaeMcelytw C! Change order coHsa "TV ua. 0aaceraTlOM 1 11-�-l1 letter to Nr. Ron Grow P.E, of SEA 1Rc. _ , regarditp the fire new C4W1ty for LM Proposed MgWl—sntls Y111age Dewlopatent. THESE ARE TRANSMITTED as checked below: For approval Approved as submitted ❑ Resubmit_ . ._copies for approval For your use Approved as noted n Submif__—,ples for d'Stnbubon i_: As requested Returned for correct.ons G Ralum.— CofrecM prints For rcv.w and comment _ FOR BIDS DUE _.._ —�!e_„—❑ PA04TS RETURMtp AFTER LOAN TO US Ron: — _Regarding the analysis for tM TMlder N111 ApartRent Project, the results dtSeuV s" wrOally with Rr. 100 Tow of SEA Inc Out a letter was harem written docuRenttng tM results. _— SIGNED. Ra q Asplund '-e.'•.: �eaa'-..r� .. n.Mewm.n ro.....,r.O. ..«.^w.rr w w ant ' C i Enpineerirp November 4, ifll S1074,00 SEA, Inc. 3811 Ninth Avenue South Federal Nay, Washington 98003 ATTENTION: Mr. Ronald Garrow, P.E. SUBJECT: Fire-Flow Analysts for the Proposed Highlands Village Development Dear Mr. Garrow: This letter summarizes the fire-flow capabilities of the City of Renton's I water system to supply the proposed Highlands Village development. Three computer analyses simulating a fire at various locations in the development were performed for the purpose of determining the fire-flow capability of the City's system. The analyses were based upon a 16-inch main en Grant Avenue South and 12-inch loops throughout the development. Results of the analyses indicate that the available fire flows in the i development are in excess of 5,000 gpm. However, the velocity of the water in a section of pipeline on Puget Drive SE was approximately 14 feet per second or 30 percent greater than that allowed for by the Washington Survey and Rating Bureau. berating this segment to a maximum allowable velocity of 10 feet per second results in fire-flow capabilities for the development as listed below: Available Residual Analysis Location Fire Flow Pressure Number of Fire (gpm) (psi) 1 Buildin4 east of 4,100 24.3 Grant Avenue South FF elev. • 364 ft. 2 Building west of 4.100 27.4 Grant Avenue South FF elev. • 300 ft. 300- 1201h Avenue N E Swle 219. eejwe ue.wa 99006 120e1 451.0 g. SEA, Inc. November 1, 1"1 ►age Tw J Analysis Available Residual nal Ya Location Fire Flow Pressure -' Number of Fire_ ur_i _ 01- 1 Building east of 4,100 32.2 Country Kill Apartments FF elev. • 225 ft. The fire-flow capability for all three analyses were simulated with the water system experiencing a maximum day demand as according to the Insurance Service Office (ISO) criteria, which is used by the Washington Survey and Rating Bureau, the local rating company. However, the criterion that the single largest source of supply was out of service (ie., due to failure, maintenance, contamination, etc.i was not used. The largest source of supply to this area Is the City's Talbot Hill booster pump station. To treat this system as being out of service would be unreasonable and would grossly reduce the City's atility to Supply fire-flow capability. In addition, it was assumed that the Rolling Hills reservoir was in operation , with a drawdown of approximately 5 feet. Copies of the computer output have been retained in this office for r future reference. Please contact me if You have any questions or comments regarding these analyses. Sincerely, RH2 ENGINE-ERI`HG, D.S. s- Richard H. Harbert, P.E. RHH:Ire J. Shalters at the METRO bus at" a South Pullet Drive at Grant Av~ South would amcoerge transit via" as would lepaead bus routes and schadules. a. A left turn lane on Benton Road South At South Eagle Rid" Drive is presently warranted, and should be constructed In the near future, f. A southbowM acceleration line on Benson Road South for vehicles turning left from South Eagle Ridge Drive could be constructed. 9. A portion of the community facilities charge paid by the developer may be applied toward financing certain major street improvements in the project site area. Unavoidable Adverse Environmental Impacts a. Addition of approximately 1.830 vehicle trips per day to local access streets. b. Introduction „t a new roadway system into an undeveloped area. PUBLIC SERVICES 1. Fire Protection fire protectia, services to the proposed development will be pro- vided by the Renton Fire Department. Renton has been assigned a Class 4 fire Insurance rating from the Washington Survey and Rating Bureau. First response to a call from the site would be from Station No. 11. located at 211 Mill Avenue South. This station has a full com. element of pumpers, ladder trucks and aid vehicles, with full-time personnel on duty 24 hours per day. The station utilizes a 1750 gallon per minute (GPM) pumper, a diesel powered 100' aerial ladder and a diesel powered Aid Unit with two paramedics. Emergency medical aid -93- i mold also be provided teem Station lb. 11. Currently, fespomw tint to the general tit* vicinity are approximately 3.67 mtoutn for a Hr*-nleted all and approximately 2.63 minutes for an emergency medical aid call. Average costs per call are $110 for fire responses and $60 for emergency aid responses. These costs include only man noun and equip- Sent for a 112 hour call and do not include other additional support service costs (Source: Mr, Jim Matthew, Fire Marshal, City of Renton 9-8-81). Impacts The construction or 324 multi-family units will require fire pro- tection and emergency aid services to be provided by the City of Renton Fire Department. An estimated 5 fire-related calls and 18 to 19 emer- gency aid calls will result from a development of this site. Approxi- mate response time to the site would be four minutes. Based on the Fire Department's share o• the 1981-82 City budget, the added population from project development would result in added costs totaling approximately $16.600 annually, for the provision of fire protection and emergency aid services to the site (source: David Clemens, planning Department). According to Mr. Jim Matthew of the Fire Department, the Department Is presently sufficiently staffed to provide adequate pro- tection services to the site. A fire flow analysis for the proposed development has been conducted. Results indicate a fire flow capacity of approximately 5,000 gallons per minute. This capacity should be well within the required fire flow for the proposed development. However, the actual required fire flow and its availability can only be determined at the time definite building plans and the application for a building permit are submitted, (A summery of the fire flow analysts is contained in the technical appendix published as a separate volume on file at the office of the Environmental Review Committee, City of Renton). (I -94- Tin cumulative impact of other residential and commercial do .lop- Went in the area may, heiiever, require additional manpower and "O V mint to effectively provide fin protection services in the near future. The nature of the proposal has been reviewed by the fin Marshal in relation to its provision for access for fire protection and amer- gency aid vehicles. Me has determined that additional access from the north will be required for secondary emergency access to the site. Such access will be Provided from Grant Avenue South from the north. It is proposed that the access will be via a non-paved, rocs surface path with open ditches for drainage. It is further proposed that the access roadway be designed to accommodate emergency vehicles only. Requirements for the design and composition of secondary access roadway are dependent upon submission of plans. acquisition of necessary ease- ments, if any, and approval from the appropriate city &apartments. A sufficient number of fire hydrants will be placed on each north-south circulation road as well , in order to assure adequate fire flow and accessibility to all portions of the proposed development. Mitigating Measures a. Tax revenues generated from the development could help offset the cost of additional fire protection and emergency aid services. Based on an estimated construction value of $11,664,000 and applying the 1981 tax rate of 9.609. the project could generate approximately $112,080 in total annual property tax revenues. The City of Renton would ultimately receive approximately $36.600 of the total amount per year. A portion of that share could be applied toward offsetting addi- tional costs for fire protection and emergency aid services. •*b. Secondary emergency access will be provided from Gran-, Avenue South from the north, in order to assure adequate service to the site. -95- c. Outside labeling of unit addresses could be of sufficient the to aid the responses of emergency service vehicles. Unavoidable Adverse Enrirormmental Impacts a. Increased demand for fire protection and emergency aid services. 2. Police Protection Existing Conditions Police protection services for the proposed development would be Provided by the City of Renton Police Department. Response to calls for service would be from vehicle patrols or from the central station at the Municipal Building, 200 Mill Avenue South. According to Lt. Don Persson of the Department (see letter of WPM contained in the tech- nical appendix), the presert ratio of officers to population for the department is 1.8 officers per thousand people. This Is below the I national average of 2.1 par thousand. The Renton Police Department currently employs 59 commissioned officers. In the first six months of 1981. the Patrol Division of the Department responded to 11,316 calls for police service. The Primary types of crime found in the vicinity of the project site a• ,. tial burglaries, domestic assaults, car prowls and rape. Impacts The proposed development will res,mlt in approximately 23 addf- tional calls per month for Police services. The approximate response time to the proposed development would be five minutes in case of an emergency and 20 minutes for non-emergency calls. The approximate cost per call to the Department would be $121 for a total of approximately $33,396 per year as a result of the proposed development. -96- 1. hater 1e1aNM Coalitlene The proposed development is located within the jurisdiction Of the City Of Renton public Works Department. An existing $-inch water main runs along South Mier Road and serves residential develop- ments located south of the project site. An $-inch water line rum along South Eagle Ridge Drive as well and u:ves development to the east. The Country ,ills Apartments to the immediate vest contains 12-Inch water mains Mich can be extended to Serve the proposed development. Impacts The proposed development will result in increased water demand and will require the extension of existing water lines to serve the site. A preliminary water system has been designed and a fire flow analysis on the system has been completed. Results of the analysis indicate a fire flow capacity of approximately 5,000 gpm, This capacity should be adequate in terms of water pressure and availability for fire protection. The water System to De utilised On the site will be built accord- ing to the City of Renton public Works Department Specifications. The proposed water system is a loop system that has three pressure zones on the site. The main branch of the system (containing two pressure zones) will service the majority of the site and wi' I cover primarily the upper elevations of the development (see Figure: 3 and A). This branch extends north from the existing line on South Ethier Road. A small loop will serve tse lowest portion of the site. This loop extends from existing lines in the Country Hills Apartments to the west, and tMq loops back into the same system. The entire system as planned, will contain 12-inch pipe. All extensions to serve the site will be finana by the proponent. -lOB- MIt1MNM IMWMe •`a. The proposed motor system will be reviewed by the City of Renton Public Yorks Department for approval. Unavoidable Adverse Environmental Impacts a. Increased demaM on water supply. a, Sanitary Sewer Existing Conditions Sewer service for the project site Is under the Jurisdiction of the City of Renton Public Yorks Department. An existing 12-inch ductile iron sanitary sewer line is located in or twhir the ravine (drainage Swale an the western boundary of the site). Impacts The proposed development will result in increased sewage flows. A preliminary sanitary sewer system has been designed for the site. Approval of this system must be obtained fron the City of Renton Public Yorks Department prior to any extensions. The current system is a gravity system that will utilize 8-inch pipe. The 8-inch lines will connect to the existing 12-inch ductile iron sewer line located in or near the ravine (see Figures 3 and e). All extensions to the existing sewer system will be financed by the proponent. Mitigating Measures `••. Coordination of design and installation with City of Renton standards. -109- Unavoidable 4$NM Ibwger�l • a. Increased sewage flaw, S. Storm Drainer Existing Conditions Presently. there is no closed storm water drainage system on the site. All water either percolates back into the ground, ponds or floes off the site in the fore of runoff. Currently, a 12-inch storm drain- age line, located along South IBth Street, serves development to the southeast. Additional 12-inch lines run along . .th Eagle Ridge Drive serving residential development to the rest. All of these 12-inch lines intersect in Grant Avenue South, south of the South Ethier Road inter- section. From there the storm runoff is transferred to an open channel south of Puget Drive via a 24-inch pipe. It follows this open channel down the hill, where it eventually discharges into the Black River Channel. Connection to this existing system is available for the proposed development. The impact on the available natural storage of the Black River drainage bASin from project development is discussed in the Water section. Impacts The total volume of runoff from the site will increase due to a greater amount of impervious surfaces. The storm drainage system for the site will be designed as required by the City of Renton. For a further discussion of impacts on storm drainage, refer to the Water Section. (See Figures ; and a for the location of storm drainage lines on the site.) -110. r .. Ma MIR 1. •• 1G:: .�1 •,•,h b 1i •1i1 ��I' •,n; IA nun a Mi's • t '••ii 1 .'': .M CAM -cp w• 11 � + fist;... /� tv. .. E..r,a•�.� � luw� �•�• • tY-:... •�'.+. lay. % •• / 1\\ �.• //r Pry / '�•t;�s F - . f Awm .. 11�AN ". •%iui �1 a a too 0 it h•Ijr .• /�i �� ur I un•r f./Ire • \ : r'If lrr Was r CCGG:wn IIU 1 • •_• low 110 �r IV T� ` ••r tt y •r Its gr nl oil �'�itT �•1• I�Z • 1 Aa�ll,, •• i # i t 1 1 � � I l� 5 �'' 7 I ••'."� 9 J l ` y y \. 1 HIGHLAND VILLAGE SITE PLAN (A) UWCOIM M4RM71' COMMMv/dvn�Ml FIGURE 3 Rill 3It14coo 4 a HIGHLAND VILLAGE �Yi.. SITE PLAN (B) rj% �'` OAT! g(iy/aa CITY OF RENTON P.0.1110. 34003 REaasITaN DIM. Utility Engineering ACCT. 421/000/15.501.37.65(15) = 14,998.88 VENDOR NO, ACCT. t MORE No. 226-7930 VENDOR NAME AND ADDRESS VENDOR "RBIIrTAACE" ADDRESS Sea-port Dozing, inc. 13427-156th Ave. S.E. Renton WA 98055 Y. DESCRIPTION IN DETAIL AMOUNT 1 10" Pressure Reducing StatiOn per City Standards on Benson Rill) Grant Ave. S. Ste 26 + 50 and approx. h St. 13-87S-00 Total 14.998.ag E j] Contirmi Only) PURCWLS ING 1'0 BIDER ADTM. BY: v v v fravam Ava. OVA Od wernu w wewt ow, rw AM wpy 10" Preeeure Valve Complete o Great at atatloa 26+50 n eat Ave. tax 13.075.00 1r123.88 Par City of Renton •pacification, 140998.88 ,sn "YI«w a.p Tile da-.thAYagL w�or _compyl+ u, e[<«eYK� wtn Apo» "wM n 4ua�. � _ �DKdKalronl, Im 1 FYI.N .tip O"I.Y• f.N..\.N"'�r4t W FyN,w 4 _ DATE q�,Lrina C i 1 v O F R E N T 0 N P.0.100. 3M3 "MMITlDN DEFT. Utility Engineering ACCT. 421/000/15.501.37.65(15) = 14,998.88 VENDOR NO. Ktt, f PNCNE No. 226-7930 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Sea-port Dozing, Inc. r Same 13427-156th Ave. S.E. 1 Renton MA 9805i Y. DESCRIPTION IN DETAIL AMOUNT 1 10" Pressure Reducing Station per City Standards on (Benson-Hill) Grant Ave. S. Sta 26 + 50 and approx. Total (Confirming Only PURCHASI-C TO OR+FR AIRN. BY: r .b r 0�. _ 011111011 er of Few c1.Pun kc. 14421 1 t:t.tl,Aft E." Runway WAS O&Wa 'ins r wlole oen s �n_ Wash- a 55 Grant lye. Renton eewnn E!NNNNewN w eel..e..ee ter 1 10" Pr-seure Valve Complete on Grant Ave. at station 26+50 13,875.00 _. tax 1,123.88 14,998.88 per City of Renton specifications WIP Iltmpeet M.epy to turnuh .1*,.i ens "or —complete N a w"mg r.,th atom tpK.IKOI nt. b, tM tpm Of eotl_ t. MIO..hnuund nine-hundred nlnty-ei,ht and 88/100----oy4rtp-. 14,998,88 4 e,Knee.N +ywr wNn."Y NYe"e wNNN M'M1"NN w w.rw e�.eM yw4, eNM VN Yw n...-\-."\.wl. .M N ewweY Mr M www M.a re-e ws�,w tYYIN• .w..yp ww ww w.w\MweM N YYNNY YY1.w t w\w ar.n.. "Me TM1,e.gWe�Tq'N pV Mw..wI�.M-I h'e1..YY�\O..e...nUN rw/�Y. wIMM M.CINrI NMN..IM 0,1'.. �t�[t 11� Oi10/tW�ne r.N r+e.N.n.c...w.. viii emeMMth rMMMMMeea w weft weeAuft Mdom t •-- I#YpVIa vim RICEIVED W:Aik SA.Wu**- w" SEP 8 U3 ease"` 1. .t n A n.+�•�' p iWf � pW�lt tln�eten.Ne tle cOet M ewe Mp1111<t „� N,Ayyme AlW 1 Uon�u em1 rA4m„ tee W y,flew rir)w\rldt! f7t\ ll�fl\1t. p.V�• i SMrw 1T'*' acl\KNIe^f.IOe� ffMe d Oft MIebY \� ly,wbh melMel ewd lehe 1 —""Owe to ett t ).WS�f r •t Woa wW WW M fPI MIS wMM ~ 5•en.lub f\ la! _,ye fe M yNMe Wens M.yf/M��e^'- '���^��.e Me/�Mfye.A•.�MM.Y,MfY` .�\n} _.rr MMMi eNA �eMNn.W<�ie'M^.'_FmM.1�M. Mire< �••.�~ MMM �..M.Mew�vYN it.A.fCKiM.1Mf Sene1J..-J .. � QQ� --.tM ebl C+w en.MnO„Id �� Ott0p.•..n.�.o,,tt• ,me ens... �•.^Nae ynf m.N•f1.tlh,mMH�n11 b mW. w.n 1 p�,M.rMf of Ac.f��d I f- • ���NW..w+ aMenc., y" cy.. p0,1105'70177 CA 45dl 3743 00000 N M110. ism - 13C)TFI AVlPMA 1�T mi SV{JE, WARHW46TCN sea= LLLj- N _ Or TRANS) I TTAL DA7w W21/83 Job No. 82127 ATfN& fen Olson Ir City Of Reston Rut lineoln Prooeru Co, Utilities Opt. "Niahlarol Village* 200 Mill Ave. ,oath Renton, W 9MS WE ARE SENDING YOU X ATTACHED _LMXR SEPARATE COVEN, THE FOLLOWING& PRINTS_ SPECIFICATIONS-_ COPY OF LETTER_ CNAN-.E ORDER- LEGAL DESCRIPTIONS_ OTHER Fire Flow Analysis qUUANTIIT DATED DESCRIPTION 1 ea. 5/19/83 Fire flow analysis letter from RNp Engineering TNAMSMITTE:: FORS your records. REMARKS t COPY 7`01 file .,_ Steven L. Bornemmn, P.E. (If enclosures are not as noted, Please notify us at once) tiEck"D MAYe2 01983 era roe frond S1094,0 Mr, Steve Bornemsn DODOS ENGINEERS 1850 - 130th Avenue Northeast Bellevue, MA 98005 SubJect: Fireflow Analysis for the proposed Highland Village Apartments Dear Mr. Borneean: Two computer analyses simulating a fire at the Proposed Highland village Apartments have been performed for the purpose of determining the fireflow capability of the Renton Water System. The first analysis was based on the existing System conditions with 590 pressure tone supply to the development provided by the existing "-inch main on Grant Avenue South and the proposed 12-inch main on Southeast 18th Street. The second analysis was based on the addition of the future Rolling Hills 490 pressure zone reservoir to the Water System, with 590 pressure zone supply Provioed oily by the proposed 12-inch main on Southeast 18th Street. Both analyses were performed based on: I. Building N havinq the highest risk, requiring 3,250 gallons per minute (gpm) fl Wlow capacity; 2. 12-Inch diameter pipeline 3n Grant Avenue South north of Southeast 18th Street to the site of the proposed development; 3. 8-inch diameter pipeline loops throughout the development with two pressure reducing stations west o' Grant Avenue supplying the western section of the development; 4. 8-inch diameter pipeline from Eagle V dge Drive connecting to the 8-inch diameter pipeline north of Building U providing additional 490 pressure zone supply to the western section of the development; 5. the Rolling Hills reservoir was in operation with a drawdown of approximately five feet. ' Results of the first 4•.alysis indicate that a 3,250 9Pm firefldw demand would result in a residual pressure of approximately 80 pounds per square inch (psi) in the main adjacent to the fire. For the secorm analysis, a 1410 Market Street,P.O.13*r, i 180,Kirkland,Washington 9111DW(2D5)827-0400 Mr. Steve florneman May It. 1tg3 Page 2 3.2►O we fireflw 4eYM would result in a residual presswre of 14 PSi in Me main d04cent to the flry. In both conditions, the vo!etity of too water In the 0-inch 01Wine 10402 throughout ten dnvOloprnt was less then 11 feet per Second (fpsl. The fireflow capability for both connitions Mat COMuttd using the Insurance Services Office (ISO) criteria which it used by the Washington Surrey and Rating lereav, the local rating company. MOwewr. the criterion that the tingle largest source Of Supply Was out-of-serrfce (i.e., due to failure, elintenante. Contapinatlen, etc.) was not used. The largest source Of supply to the Talbot Hill area Is the City's Talbot Mill leoster PumP Station. To treat this System as being out-of-strvice would be unressonabie, and would grossly reduce the Clty's ability to supply fireflOw c40kblllty in this area. Copies of the computer output have been retained In tens office for future reference, please contact we If you have any questions or comments regarding these analyses. Sincerely, RM2 EENGIN[ERING, P,S,' R Richard M. Harbert, P.E. RRMzep n•+lrS? s sale( oil 32So �pn Cun.e� 1 Rasm"/ pr"m eo- •fops/ 3• lot o.f fN` I Ar w 16to tC j p ISST jMi 1 414 fps I jM ' av 'J' N 1f29 Yom �+ l697 ypm to.? fps (a s i 33oy ?pm 9. Y(ps N' y \f Ano-,rsra QNV/L •047 azso loom tk.,.,,d 3' 1.9 !p iY w /G69�r M .{M7' i/r+a3r 3M v.a !p 3 IV3 3/^ p1 S• �� 1aSy1 yP.., `: r FINAL FLAT cUCK un , PLAT LUG i DATS ��� STATUS final Inspection completion Of hens oa Punch List - bad a Storm Original Drwing ::e guilt Easoxmats aK 'V t*I A.. at Sawr _- :i-- IK Q.Sgl...l Drawing-As guilt oc Z�iyr9o¢/G t- Tls�aia.0sS7S- wwnc. gill. of Sala Rfa'�• /— 31- sty Cost Data ,7 'Ater Original Drawing-As Buhr wenamts oK TV" do 9DCioq ails. of sea YMaterial Iaventoq n r Cost Data Covenants and Deferrals Maintenance aond Fees Paid Letter of Accaptenta 400 a moo goals gaductioa y7w •wjt It��� 7 OF oco'&Ss , ONE" S CKA t4raFIVE i lt 5• 4 BUILDINQ A ZONINn DEPARTMENT PRE-OCCUPANCY INSPECTION REPORT 1�1 DATE Jtnis e, v TO: ` ' OkSIGN EftQNEERWG DIVISION 11I3L%DNG FNAL �UTLITY ENGINEERING DIVISIONFIRE D' ARTMENT TRAFFIC ENGNEERING DIVISION oLANr APE/PARKING FROM: BULDNG 6 ZONNG DEPARTMENT SECOND INSPECTION SUBJECT: LINCOLN PROPERTY CO. PERMIT NO. B-9850 1411 Grant Ave. S. TYPE BUSINESS Apartment Complex The subject project Is nearing completion. Please Investigate your area of responsibility and e+dlcAte below either your acceptance of corrections necessary oy June 11. I98gn order that A CwBrlute of Occupancy may be Issued. E no comments are recOved by the above dale, the CeAlllcate Will be Issued. TO: BULDNG& -'WINGDEPARTMENT DATE 4<_t_ 7 /•91'� FROM: This prolaA MlipprovW by t11M e"rtment subject to the following conectlonsl or ✓ (t P1[*Jae% uAE,k �:�e..•l.I �,• el ,. Z40,2 e,_I tt 40 74e.r f z , ZZIf, A G DO YOU HAVE ANY OCJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE Of OCCUPANCY? YES ONO t Authorlaed Signature , MEMORAIVDUM ,� ����.✓ CAR L�H'�C�.,t_) �-----_ .. �tvOM si t•O/q 6 S.�h/ v SUIJICT ., ®�� %/'/c � ,S"�a TAn t O n Q YG Y+� 6► :r ex n i)eceF p/` C✓OrA . NWLOINO a ZONING Dt►APTNGNT PRE-OCCUPANCY INSPECTION REPORT DATE MA11471 1, 198a TO: DESIGN ENGNEER04G I ASK.'v UTILITY ENGNEERNG DINStON DBUILDNG F'NAL TRAFFIC ENGNEERNG DMWN FIRE DEPARTMENT �LANOSCAPE/PARIfNG KXONG• ZONNG DEPARTMENT SUBJErT: LINCOLA pAoptM PERMIT NO. 11-9850 1e11 GRAW AVENot SOM TYPE BUSINESS HIGHLAM VILLAGE Ap the r bl*Cladho protect c nearing completlon. Please hresllgale your area of nspa+fDlbty antl mtlicafa Lalow atlMf your att eptance a corrections neCesYry by 1QRCH reS. 11 r Certificate o1 Occupancy may be tuuatl, p np CO,,Wts are I9C e� pew o Dove iii der that a 14 CMlflule will De lafuetl. TO: BUILDING 6 ZONHJG DEPARTMENT DATE FROM: K LKLL1 TT Is prolec s approvatl by BIM ens auDleet to the following corrections: !� /�.LAmtwltli rbw.a,�� Lesrs� /d, / !�` � h� t.c CAA - slit,.!L AY [ f .I� ily Gil• !� P� - 3 AIKWW Mw utL)ft ,,,k �M•c oN t� 4rafr� ►1aruT�D.ts ol/�e tw•r,C7ar Cyr wn Atu1&f 00 YOU HAVE ANY OBJECTION TO ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY? YES ONO � J Au ad Signature •— PUKIC UORRS KPARTNUfT NUIIDINS DIVISION CITY OF RENTON. WASHINGTON A►FMATION ONLY -UNTIL VALIDATED MMIi ONOW Location or Neck INSPECTIONS FEES CONSTRUCTION side Sever Store Sever PEW i Right-of-Way Construction ester Byetee Dev. Fees Fees es er — _ca (Public Right-of-way) ter taeeeoe water Insp./Approval raa■ L 7 Sever Syetee Dev. F«e _f�L/ Rt• C c• Sever Iatocamer Foss Date Issued Saver Inep./Approval room s. p -way Inep, h S « L 8� Specialecial Deposit Bor.al- W- SkPlratlon Date TOTAL ICE OBeeription of Mork 'LT� ar• Number of FIN! � C7✓�.+..f �r y11p /S+, Sw r�.1�!r•f�.I-i �,>`P S^6 ! ctir! AT .4& Ceetreetor p U , M C LScense �c.J Telephone IT IS UNDERSTOOD TWAT THE CITY OF RENTON SMALL BE HELD HARMLESS Or ANY AND ALL, LIABILITY, DAMAGE OR INJURY ARISING FROM THE PERFORMANCE OF SAID WORK. ANY WORK PERFORMED WIT.,IN THE RIGHT-OF-MAY OR ON SEWER MAIN MUST BE DONE BY A LICENSED, BONDED CONTACTOR. LOCATE UTILITIES BEFORE EXCAVATING. 235-2631 FOR INSPECTION. 11 between B AM and 9 AM for APPLICANT spect�m in afternoon, Call fore 12 Noon the day before or inspection in corning. PUBLIC WORKS DIRECTOR PE 'Y TINE FOR INSPECTION. 735-2670 for strut signs BY 1 Sgntinq. POP @W? 43 Apt"k 1� r t4CWITFEAST BELLEVUE. WAih� Y6006 L S T T R R QF T0ANSM I1TAL DATE _JOB N0. 10-L2 ATTNz TO z h64j ` WE ARE SENDINC YOU !/ATTACHED _IINDER .;EPARATE COVER, :'F. FOLLOWINCz PRINTS_�ASPECIFICATIONS_ COPY OF LEMR_ CHANGE OPuER_ LEGAL DESCRIPTIONS OTHER QUA�NTTIIT`Y DATED DESCRIPTION TRANSMITTED FOR, REMARFSz COPY i.,z oIC A!^1 W enclosures are not as noted, please notify us at once] WCM=15.76"0A 484-3743 � � .. NELLEVUE. WA6NINOTON 08000 4crTtR OF THANSntrr wa j�/ ✓ _Job NO. Z/Z TO ' �4=aC•—____._._ REF ' Ole - YE ARE SENDING YOU 4 fAACHED _UNDER SEF'AHAIE COVER, INE F'OLLONINC. PRINTS_ SPECIFICATj0NS COPY OF LETTER CHANCE GAUER LEGAL DESCRIPTIONS p'(}(PR �+f VANTITY DESCRIPTION TRANSMITTED FORK!�sF� REMARKS --------------- COPY Ti:v blL• IIf enclosures are not ae noted, please nct:fp us at once; AO�6911-78"OR1464v774% -OOL1L7! [�10111�1� MNO. 1=0 - 1' YTIP-1 AVW" NORTHEABT QD— MLLEVUll. WAANINOTON iEppp LITTER OF T H A N S M I T T A.1, DAls,(611a ]UA Nv. t ro �' &VACAI YA ARE SENDING YOU �rAGNED —UNDER SEPARAII COVER, THE FOLLOWING PAINT; SPECIFICATIONS_ COPY OF LETRF:H_— CHANGE OADSR_ LEKIAL DESCRIPTIONS OTHER---- llANTITY DATED_ DESCRIPTION TRANSMITTED FONi Ofto;igj AlDIAAKS i COPY 'Jt&L' SIGNED (If anclosu s ate not as noted, plus** notify us at o v) SEAPORT DOZING INC. 13e47 IS61h Ave.+M St RENTON,WASHINGTON 98056 Maw 255.7812 �.., City of hont.ou Att: .. ti City Hall Engineering Dept. Renton, Mesh. 98055 n..c .wn one��aoc.••'•1••, • '°c„ffa��^�iaa+f v,B'.9�but mt ANC[ 10" Pressure reducing Valve ` +•P'S,u� located-Grant Ave. c� tax 1.123.8 S 14,999.9 n CITY OF Fie 041VAN� TON OEPAi1TMENT a� ��- • p yM S, 1 , 1 TOTAL CITY OF RENTON FINgN� pEPgRT ►'• Masaiw MENT Racsiv� a� �oss 19PI OGu /�v//�,/.(J. 'hiTAL ti. cam. 1�•. iNy :� 15.000•00.. o•. 600•■ I" � 1 0•00.+ o•. I1�t Li✓60(i> 1 ,800•00•+ 0•• `29)x 1 .450.00• 30 e•+ -4,x ��� �,I`r•u, 600.x y/�►7/' 2.600.00 x 0•x 159000.00+ 1 ,600.000 1 ,450•UO• 2,400.00• �{ 20,650.00•+ 0•• µ.+,eZta 6•x 3,bdJ•Uu+♦ U•x '�Wit. � 7J• 3J 1•UUx+ 3uJ•00+ 3,K6J•UJ+ 3,9uu•uJ. • o•. all. 1 T. r t ti` {' . C " t'7"l'�✓�'" Jr r + " 1411 Grant Ave So .ca `` �c ., � I ��� I301 Grant Ave So 1205 Grant Ave Soli 1� 1200 Grant Ave So-VAA1.7- K. Il/ rrI 1 'T i,IGHLAND'VILLAGE IANCOLNT PROPERTIES 0 60O aNleailaapa, UWC. 92127 11/30A3 Pape 2 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 3 (Continued) 00 OWN" at said hint MM. tbence S 84.56' W 36.00 fe-t AUMMOOMM"I At Said Perot MM; 0010ft 0 79•30'460 E 20.00 feet; AM NjIm *p at sold Pnint 00; thence S 79.30'48• W 36.00 feet, Aal88plaainll At said Point P►; ;Noce N 79°30'48" E 20.50 feet; AM�bog leiiing at sold Point HM; thence S 03.24' E 26.50 feet; Alp inning it slid Point 11; thanee S 70'15' W 23.50 feet; AND tWiniing at said Point JJ; thence S 70.15' W 40.00 feet; AND beginning at said Point KK; thence S 78`23' W 23.50 feet and the teminus of tnr heroin described centerlines. a �a��f,Igo as etor pw S 00008 61111O411 Emp4aa, W=. 62127 i1/30/83 HIGHLAND VILLAGE Page 1 of 3 WATERLINE EASEMENT N0. 1 An easement for waterline purposes lying within the southwest quarter and the northwest quarter of Section 20, Township 23 North, Range 5 East, W.M., ire King County, Washington described as follows: A strip of land 15.u0 feet in width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grant Avenue South; thence N 26019'51" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51°46'19"; thence N 25026'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesterly along said curve an arc distance of 55.62 feet through a central angle of 15056'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly a:ang said curve an arc distance of 306.30 feet through a central a,„.e ci 94"51'45" to d point of reverse curvature to the left having a radius of 200 00 feet; thence northeasterly along said curve an arc distance of 75.37 feet through a central angle of 21°35'34"; thence N 58"06'14" W 30.00 feet to the westerly maryin of Grant Avenue South and the True Point of Beginning of the herein described centerline; thence N 67'21'00" W 40.00 feet; thence N 80"03' W 83.50 feet; thence S '46' W 158.00 feet to a point hereinafter referred to as "Point A"; theme S 84'30' W 73.00 feet; thence N 44"02' W 78.50 feet; thence N 06"00' W 161.00 feet to a point hereinafter referred to as "Point B"; thence continuing N 06000' W 14.00 feet to a point hereinafter referred to as "Point C"; thence continuing N 06"OU' W 1.00 foot; thence N O1031' W 16.00 feet to a point hereinafter referred to as "Point D"; thence continuing N 01031' W 98.00 feet to a point hereinafter referred to as "Point E"; thence N 04*24' W 12.00 feet to a point hereinafter raferree to as "point f"; thence continuing N 04024' W 45.00 feet; thence N 32'48' W 101.00 feet; thence N 04'42' W 92.50 feet :o a point hereinafter referred to as "Point G% thence S 83'11' W 42.OO feet; thence N 54°2G' W 53.00 fe,t; thence N 13'53' W 67.00 feet; thence N 07°04'30" W 9.50 feet to a point hereinafter referred tc as "Point H"; thence continuing N 0/004'30" W 186.50 feet to a point hereinafter referred to as "Point 1"; thence continuing N 07"04'30" W 18.50 feet to a point hereinafter referred to as "Point d"; thence continuing N 07"04'30"W 130,50 feet; thence N 01000' E 63.00 feet to a point hereinafter referred to as "Point K"; thence continuing N O1"DO" E 86.50 feet to a point hereinafter referred to as "Point L"; thence continuing N O1000, f 27.00; thence N 48"27' E 32.50 feet; thence N 80001' E 56.00 feet; thence S 49007' E 93.00 feet; thence S 82`22' E 5.48 feet to a point hereinafter referred to as "Point M% thence continuing S 82*22' E 55.52 feet; thence S 74058' E 58.00 feet; thence S 06'00' F 59.GO feet; thence S 62°15' E 10.50 feet to a Point hereinafter referred to as "Point N% thence continuing S 62015' E 49.50 feet; thence S 15'38' L 90.00 feet; thence S O1"23' W 15.00 feet to a point hereinafter referred to as "Point 0% thence continuing S O1*23' W 95.00 feet to a Point hereinafter referred to as "Point P"; 0000! fNOtprtws, aae. 82127 11/10/93 Page 2 of 3 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 1 (C:.ntinued) thence continuing S 01623' N 99.00 feet. thence S 16*49' E 9.00 feet tc a Point hereinafter raf~ to as "Point Q% thence S 16.49' f 20.00 feet to • "'et hereinafter referred to as "Poiet R% thence contiwing S 16049' E I1.00 feet to a Point hereinafter referred to as -Point S"; thence continuing S 16*49' E 93.00 feet; theme S 61024' E 17.00 feet to a point hareinafter referred to as "Point T'; thence continuing S 61024' E 44.00 feet; tk..ce N 8/'51' E 46.00 fe::; thence N 46"46' E 10.34 feet; thence 4 04°07' N 16.00 feet to a Point hereinafter referred to as "Point U"; thaw N 85'53' E 42.03 feet to the wstarl.y margin of Grant Avenue South and the terr.inus of the herein described centerline. A 2.50 E — A Ily o a oin R1N1N11! I � DOODOMdOWAMPM& ww1 $2121 11/30/83 Page J of 7 MIGKAW VILLAGE INTERLINE EASEMENT NO. I (Continued) thence n to I t ip N � f E 71, M �' 110 00006 ammumnarts. W11C. U127 i1/30/83 Page 1 of 2 HIGHLAND VILLAGE WATERLINE EASEMENT NO. 3 An Msmwnt for waterline purposes lying within the Southwest quarter and the northwest garter of Section 20. Township 23 North, Range 5 East, M.M., in King County, Washington described as follows: .A strip of land 15.DO feet in width having 1.50 feet on each Side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grant Avenue South; thence N 26019'57" E 299.57 feet to a point of tangency with a circular curve to the left having a radius of 125.00 feet; thence northwesterly along said curve an arc distance of 112.95 feet through a central angle of 51"46'19"; thence N 25"26'22" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 200.00 feet; thence northwesteriy along said curve an arc distance of 55.62 feet through a central angle of 15`56'04" to a point of reverse curvature to the right having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94"51'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angle of 62 50'00"; thence N 09020'41" w 206.92 feet to a point of tangency with a circular curve to the right having a radius of 330.00 feet; thence northerly ainng said curve an arc distance of 147.24 feet through a central angle of 25"33'52" to a point of reverse curvature to the left having d radius of 330.00 feet; thence northerly along said curve an arc distance of 116.71 feet through a central angle of 20"15'46% thence N 04"02'35" M 475.02 feet; thence N 85"57'25" E 30.00 feet to the easterly margin of Grant Avenue South and the True Point of Beginning of the herein described centerlines; thence N 86"361 134.00 feet to a point hereinafter referred to as "Point GG"; thence continuing N 06'36' E 24.00 feet to a point hereinafter referred to as "Point HH"; thence N 84'58' E 195.nO feet; thence S 40'53' E 6.00 feet; thence S 19"45' E 10.00 feet to a point hereinafter referred to as "Point ll"; then continuing S 19*45' E 78.00 feet to a point hereinafter referred to as "Point Jd"a thence continuing S 19*45' E 52.00 feet; thence S 11"37' E 64.50 feet to a point hereinafter referred to as "Point KK"; thence continuing S 11'37' E 12.50 feet; thence S 22032' M 25.00 feet; then,:e S 72"54' W 248.00 feet to a point herein- after referred to as "Point LL"; thence S 10'13' E 71.00 feet thence S 04017' H 36.00 feet; thence S 19'10' M 113.00 feet; thence S 59*11' W 79.00 feet; thence S $6057' M 37.nO feet; thence N 86"59' M 12.55 feet to the easterly margin of Grant Avenue South and the terminus of the herein described centerline. AND beginning at said Point GG; thence S n5"n4' E N0.00 feet to a point herein4fter referred to at "Point M4"; thence continuing S 05'04' E 18.26 feet to a point from which aforeamntfoned Point LL bears S 10"29'12" E; thence S 10"29'12" L 2.70 felt to a point nereinafter referred to as "Point NN"; thence continuing S 10"29'12" E 29.10 feet to a point hereinafter referred to as "Point 00"; thence continuing S 10029'12" E 85.50 feet to a point hereinafter referred to as "Point PP"; thence continuing S 10"29'12" 1 16.50 feet to said Point LL; Guam was, 002. lm/np/� i►iMtotl NIONLAND VILIME WATERLINE EASENENT No. 2 An easement for waterline purposes lying within the suuthwest Quarter and the northwest Quarter of Section 20, Townshi 23 North, Range 5 East, M.M., in King County, Washington described as follows: A strip of land 15.00 feat in width having 7.50 feet on each side of the following described centerlines: Beginning at the intersection of Prosper Ethier Road and Grand Avenuc South, thence N 26°19'57" E 2" 57 feet to a point oc tangency with a circular curve to the left having a radius of 125.00 feet. thence 'WrL westerly along said curve an arc distance of 112.95 feet through a central angle of 51'46'19"; thence N 20°26122" W 146.53 feet to a point of tangency with a circular curve to the left having a radius of 2DO.00 feet; thence northwesterly along said curve an arc distance of 55.62 feet through a central angle of 15°56'D4" to a point of reverse curvature to the sight having a radius of 185.00 feet; thence northeasterly along said curve an arc distance of 306.30 feet through a central angle of 94051'45" to a point of reverse curvature to the left having a radius of 200.00 feet; thence northeasterly along said curve an arc distance of 219.33 feet through a central angle of 62°50'00"; thence N 09020'41" W 206.92 feet to a point of tangency with a circular curve to the right, having a radius of 330.00 feet; thence northeasterly along said curve an arc distance of 5.96 feet through a central angle 01°02'05"; thence S 81°41'24" W 30.00 feet to the westerly margin of Grant Avenue South and the True Point of Beginning of the herein described centerline; thence S 79'42' W 161,50 feet to a point herein'ter referred to as "Point QQ"; thence continuing S 79°42' W 7.50 feet to the terminus of the herein described centerline; AND beginning at said Point QQ; thence N 10"18' W 15.00 feet to the terminus of the herein described centerline. � p M W �Z s r f tiM► J q.q ANM 1 NAIE W�AEgNEtpN , BTIPNlyRt M MCrM AW MAI TN NNW$$ / I WATER BACTERIOLOGICAL ANALYSIS EArRI COtIf haft NADpsrAULriEETS OR Mu a Smal"m DEFY FF MWBRS OIo"I TovowK BARIBM�N�qR�Mr F�11 DATE B�Ar� [COIIlC i ( = it�wBrlFYTI� MbRDA wr IL! �} �w �FY INL TYPE O.4rsILM M 'IFRICBYBitM.ClJFIPL '---'�— '.1PUR.t LD N T T 11� 'I��y�F1,--�'I t+nrngA n NOMDUAI J 11��Ja1 : 1 . o. lWA Of Li�TM'AMPS F�AyANF CalICr1E MAM OFM,—rR rMIR NR M RRrV�.rry 1�^ SONY*40 N. SAANKE COIt FcrtO ilyMiP•r au1Ct n.i—*------ _ O BTARFACE ❑YlBll 0 BNENO ❑FIIACNAtBO r w, rNi"T1 k YN4 RBPt Tfa O,~AN,Nw N, wft CYn 1Ylr a E•une 1.�. OFn N•m.wAiER T❑T'� OMdin•M P1p�o,,.r__Teui—_PrPPi ♦M^•m•tmeol�� y F,NgP ❑ Umry•M ar OIMr____-__ T. CI M:.SOLROF WATER 3. ❑ NFW CONSTRUCDON a REPMRS 4. ❑ OTNER COMPLETE 6 TNIS EAMPLF�S A CNECK g•v=;: NIEVIOUy 4+•,,PLf C011ff,11UN pAif_ ___.. IA008ATORY RE51NT$NOA tAS um ON, W„�NN cm,-OHM pOPLATECOVRt SAMPLE NOl TESTED V/S BECAUSE i �•' •'�� tts,UNSUtt•F C, • w.T.OM [I Cw i [I N,.r .ww..eo,.l•,,,. TN4, LI �n�uNrcenf InrwrMl•w - P.antla-0- PNVaP ReMf FECAF fIIn•vR JC) Frcoa O.•v �nMrytlro .on Fps., I OWN—Am-MF a.❑—_ Pp1p PROM WATER SAMPLES nr,. "ISE RESMfSAAE W,IA?WF TORr ..._-. .__.. UNSAtgPACTORY Kt NV[ASE SiOF OF ORlEN COPr AFrPUNATION OF ps"ts I - AEpNEO�. v _t to S f' �•zygi w�G .Itl{. oAltt tl/tte3 r, CITY of ATNTON P.O.W. 31141 J-b11� ON?-. Ut' lltr Enoln"rino ACCT.-. _ 4211002115.SD1.31,51151 1 II.M36.21 V9111 t NO. AMT.— = PHONE NO. VENDOR NAIE AND ADDRESS VEMM 'REMITTANCE" ADDRESS See-Port In I A h Renton MA 98055 DESCRIPTION IN DETAIL AMOUNT 1 Ta1086-21 CONFIRMING O PURCHASING TO ORDER AUTH. RTt- r � ` t e. C2TT 0 1OtPPN am owta lns 1Mt Pwifteatka Ten ran REE11lT NO. On 0! RRWWT PREE£RIE TEST TARN EY 4t AT A PREERORE Op— PSI, !OU TEST ACCEpM (* NIN. PIAIRIGTION 1�TEST TARR11 !Y ` WEtIRIGTIQI TEST RESU1.75, UW© SABLE 12 SIWPLE P! RDWXS: �f im OF MIDRQPI Van WA"MlW Test \ rwillcutlas Tut Pw mom OP ploww'y"iL {.•, PRWIR! IIW TAM U ON AT A PRRR6IR� 9P CSC_ PBI, pa '� MIN. ,' TROT ACCmm al ts. .ri4, - PIRIPICATI01 TUT TAKEN NY � I (IN PUtIPICATION TESTT, RESULTS, SAMPLE Pl LJ N�.1 6c�-,A• �dQ SAMPLE 02 SAMPLE 03 ROAM: L47 }y�k D,t WlNt ..•• OPmo tl LUT wwwAwA KUNOPNTW TI' ir ff�•Mrc'/ T i'r4 •..AM�...�...�• • •'� i . . aorrYnow D sroRa D r•!.�wOM`U gwamru 0 a 000rmR.lw 4111er+we �aglMll WY 4R � T R w..... p Y1w e�w OEwRYMRwYaNr.�TarM_MYI 1. OwrMNM NAM ❑CMMrwrYMarM�Tw.�ar 'MmR�IOYf•m 5}fww MNEA rwYw.r�i(� r arms"w �� D0 1 WATER 1.}❑��`11{w COrMflw A M a RIPAN I 3. REW COwYTRUCT%1M a RMRM L armo�rM It M �. OIwER ISYKM'1 a-- .—��a "Aw, GOMREI!M 11W MYKE M• MYPIi I�w 1Y le.� mvfts t m w COLLECTaM DATI lRlEvaus bAMKE CCLLECraM oRn 11lWIIRB �A (t�eAr Ajetln OM W YM ELLVI_—� r LAI��TON RWA"IM W ON Oft" 1�N pp.�. q�Y {LG Hin OpwTr �OI T"M MM MifO •TO/yTIOOMMT ZMRP MOtfal{D Off` :..1 _-f•-/« LAW •,Q/6.r.r+. /w MCMNI LMi . UlAeu ❑ ft Tro m MM awl MI VwNYMKE ❑ o wwlas*w IN A+ 0 9,w .wr -- g oMkO wwrr Am T.❑cRye ❑ ana Trelurw MrC IK W 2 ❑ TTrC L❑TEITC ❑ '..wmcMnr inramAiMe xwrncR.'mrar.Mrwn r{m r.w+ae-MYARw �vwvl 00 I-1 wwo'an.on{A.m Q , AEM,AwRMN m RaR. Rr�E A An! elo► r ❑MRN ": •❑,' _rl ❑ 1WAtM smp TMm NOMT5 AMR OMINIMM �4� 044an AM ,.0 wRTOPACM", MMr •�mYArvKWRr 1 ~1eR e1tRMRTaN of Meava M'� a 6! •raw MINI n n AM-•� INC. If1 PEST INC. °ll 49M W i Ave. N W. 4. A: N pglD7.35©7� EA► 1 iwSr E MAlli. �i �►1►IGt Tura +'�'"�MI"E1/'y"".. 0 a w*o 0 wau 0 ww ❑pmmw o a+r IwrSrwSSEgaEEI... �. ► E ....�•.s urrLS �••� �,�awEwwawurwl ❑OalorornS Wry YY1MD1—► ❑ PYIY.D •. ' ❑ uwMYa v 1 1. w.w SOU EWAtEP a Yew OOWTYUCTgY>PErANw 4. OTPEP�Ep•Jvl. � COYKFTE�E tYY EAYKE Y A CHECK(AMPLE PPEV Y4D • r11EV10US SAMPLE GOLEECTIGN DATE FAMARKS r -- LAWIIATORT IWULTE VW W YES alww COLWO1Y *TO PLATE COUNT fAW/F� EtEETp WY OILUIIOw TUT EIYSIATAKE ❑EYyM iYOM*"3 ❑ Cwrurm OVD.N ❑Tlrl 1.rPpM Qmww W COUFOrAI 2. ❑ Mir ❑ Mw11YYm i gyp pEy� h�MYDr►wM—r E► �fr0 w OMIKMO TYATtII aAWUEOYLT,I"M YIIMACIWw ❑ lFm '(ILL /,� /V \ ;o •� -. DA/E AT/DrllD l 1pY I z AM TESL 4<100 " �n e 4 f AI.IFrIr.Ar�rior T I j •. 1.1;,�orMv+MO WATER ❑ CMon�MIKIM.WUM._TaY,r_FaFI WNW orilm"m ❑ NMI,Y1FCa OI11F1, � p. 7. Q.Il.wwlRc�wATu . 1 FrWEOMlTIMgFgM0R9MIM A. OTNFR f6pcM1. _ _ COMPLETE IF tv IS AAMPlE ID A CIIECR RAMP MVOAIAIW— I• rAFY EIIMfI F CM l FCTIO,-TF I .L 1AA011AT011Y AfWLYi IORw M pan MfM !TD Yed l"m I _I � � , P1Tl�LM/al ...� .... � . WU TOT UMfVITAKE O Arlkllk wor 1, ❑ c«fa.Ia pn.m ❑ Ma a flex«cenMunr Mf OOIAbM 4. ❑ TMTC In.. wallMuwl h�u tour �.� EaaMw OMrr wfM111r�Frefw O MM ❑Mf { A:Fl p O � � ,CAMMtNO wAT�MMF\r OMlr.nlYEIrA11LDA�• �� { 0GaMPACTOW wwroo ww, F 1 11 r • IS W L IaCpvlp_ Mr YTWR. IIT 'I'�^V� I. 1900 " Aw, N, w,/� qwc &EATTLE WA � �#awryv ooaefN •. rvr�.li � ' . � '' 70 � r• AMn+Q('4erwwo �OaOaflaNMaT1aN �aaaae W4i G� �MCJaua TIPM 9frlt ar , .d r . Tpl M L S wra.rlalaNkc.�ct Pr, j.M...�i�� rvM a Ww1 - 1 eYlalYlw7�1' ❑ 1.L7 OINNR NO WATE�IMAr110 aMnMIMfrM�r�.TOW,-_Flea P•�rae►aaaNll.R—�❑ raw elYw NWRNN�►[�}E� 4 YwMEw/iarr 4PMM—t�T"'— ..�yMwJ01aIE!WAT" 2� ❑ mw KAp=r1R t�: MIN OOMITI 1W w RRAMq., `�lL]J New wne+RueEnw vr�yN �. OIMY MaYM �. OTHER Mm,M_, _. fl �•ifrla Ml GQK � • COYhETE If ing a a ,NIS SAYRIE Iaw MMKE.• R\rIEIM w WWAIs I.e 41 FMV WM{aNIFI[ODILECTION OAT% PRf VIM.%SAMKf COU FCTION OaTR AtMARKS R ��� '/ea W 11ae awn eMOMT011Y N�.iilaa w Ilar alas I0IIr� r y�fa RIOT MIN lollral�l aaMrfeNm tvtro ` IOT,MaTwKa �aF111Fle Tao OY MON YLOTIO!N„ TUT um"ou ❑a.w*Tee ow lb 13rr��I 1� 11w i,❑prr��f�W aap"OR'l la ❑HIM In 'JTY�."- ❑ HIM M PH HI,apMMnY _ IIeOeI COnWaR YF CgI1PaRY ❑TN1•: IMu111eyni InlplMlgn Aro ❑ ❑ I'INI'IKNnI InlpnMlgn RgMar—nMw Rr Flplre...pWrRye noRa eu }❑ pw�E , rllraNYYM on Fans PFM COIJIM30W .�.a IMRNeNw.R Fina 13 foNOMtM�wi�aaMuwwfEr:TwaEarwn aRe orrfeMrOW fM�ww.fac HMMJw Q WMRfElaafgry 4TMRaaf� =• waTvwCrorr nw O y , . . ,fir s� �' tI � J •j/ l'� W. \ AM TEST INC. to Awe. N �• �Ytp.MA Ma N W..�./� .�wiw r. ^EnCwr r.F AMY, WA min, v47,, ' CITY OE RENTON ENGINEERING DIVISION PUBLIC 40RkS DEPARTMENT 235-2631 C ECTICN�ICE JOB LOCATED AT The following Work does not aa ordinances and must De CORRECTED anj ' C or s C0mR1Y 1tA City codes and rOrk cen proceed anY Urt r, � E�TE� before i l vi Yl Q 1' UNTIL A DO NOT PROCEED K TYE 20ITH ACTIONS NAVE H THIS WORK ttN MAUL' AND APPROVED Inspector Date 00 ROTREMOYE THIS NOTICE •Wit. . _ i L, -A SEA-PORT DOZING INC. 13427 156th Avemt SE D 0116 j RENTON, WASHiNG10N 98056 Pamm 2367612 1. 1,903 o�n .1•Re City of Renton - Attn. Ron Olsen City Hall Engineering Dept. Renton, Mash. 98055 OA.[ANO MSCN11110N d�NGES CKd.S IR�Vllil,.1111 IN.I Grant Ave Sob FRV Valve located on Behson Hwv. 13.410.00 (�v' or 1 tax 1 ,086.21 ;--art 6.21 f[APdET DOD11C wC. , /rn�n�-�. tat - rcu °� 1 Ali cagy k", is . ..R �q bL WuW of ►g.N, (..t w4 CIO r 603 Cu LAE 4- PLAN REVIEW DATI APPLICANT Lw�d�� �✓C7 JOD ADDM NATUM Or Tot 0 rUKIC wwNcs IWARIIMNT 13IND PMVVnVN SUMAu - 3 9 -� 3 O�gNee1MI6 d .' ❑tlll�aw cone 11l1RTl OTRAFFIC ENa dDtN11ON OZOWNG a!RANGING Oummu m omwim 3-1(e l) 004ftV CODE ❑OTHERS: -- Commands or sustoodwo NgeNFllp 111111 opPkm1Me *WA be pavt4e0 1+ wQltl. Pbea provide eomvmalti to the BWWV D~by AM r m.on, -3—/ to s 3 MVEWNG DEPARTMENT/DNgtON APPROVED ,9IAPPRo11®W7M CONDITIONS 0 NOT APPROVED WIN FIeF at". OStft,t edlmss still to Fisted 1, tiiMul. Ontruhnl cliff _Z-2_it. hdstu it, utilllistifS ngdrtd - aA 'lOBL m11v,Irld lift tllu 101V Adnti,ffl ATdft,ts fagw2d ��� Fin hces/Firf Iola sh311 CS Dutd wt off. 1711 fire sure 11%t,e ngltrtd.� e5 t� Fun to M salmlbd lu s Il fet, . q i+oc.pc�are� GO lift YN DATE �R O DIRECTOR 04;A E KWK Y NTA MVW*V4 DEPARTMENT/DMlION1-1 APPROVED InAPPROVED'D VCH CONDITIONS 13 NOT APPROVED tnun An/lta sung To_ 9 g3 IAIt C0lI1S unimill lllft 9 IA1I cton lattill S[n, S1S1U IIRlIPN11 CIIIR /lift / .~ r �� D SISTIN 1117[IINIfI,I cmiu - Slid Ai5 to /f firmµ sPfna Asuunlu MIA SMItI ulll NO snCla Nuttlln 111A CMIG[ unt d IM,IR, l,T[, RI, Vl`S u "Vit and PIM veS MAR 1 t TW APneu FRI nnut ucATwS IF IIIt Nit fill rill ►IyMIS DATT 1wd Of pmcy&itNlAUJI1101111M?AWOMM TATNe PLAN REVIEW ROUTING SLIP J1�, DATL APPLICANTi 46-AllA&IU If. t " �M JOB ADDRESS] IAr-T A UG, s NATURE OF WORK; TY> tZt~ \1 0 1 AA iC Tot Comments Due Comments Due fiNGINEERING DIVISION 0111 FIRE PREVENTION BUREAU RAFFIC ENG. DIVISION UILDING CODE ' '1EW UTILITIES ENG. DIVISION 'J�r-!� ZONING k PARKI.. THERE ENERGY CODE Comments or suggestions regarding this ,ilication should be provided in writing. Please provide comments to the Building Division by 5:00 p.m. on above date. REVIEWING DEPARTMENT/DIVISION APPROVED APPROVED WITH CONDITIONS NOT APPROVED DATE Signature of Director or Authorized Representative REVIEWING DEPARTMENT/DIVISION [i�T/L/TV ENeG/.t_�le.�.PJp/6 11 APPROVED ®APPROVED WITH CONDITIONS NOT APPROVED I 8111111 ortti4 Sibiu] is I -41 1,0 uR twes murm stilt an tw0 alrlOr tut AJO {rote tnalNst WIN pm vrs _ I ITIN 111110em Orr ON 00 r "d VIVA rlp�a rr rll{t • Mm I AM mtW r�r�0 trl M1111 • star _ WWI Om Ar � trS — R�"► oK — cw•w�j "a mores went] awt Rill YES wentI on wtert 0111111 yes _ O bC n tN Mn. tN rile INITZ �Jt✓ DATI Pe� tunDirector er ut e—p nta ve ,. r l Exlstf Cas'dltloea lAe �oposed derel tAe City of Banton Wr.,il e t is lorotad rltAln the man runs al Works Department �erladlctloq oI Monts 1 ono South Ethlee Road a� An axlstln along ocated EN: serves the g •'iRch rater east. So°tA Eagle Ribge D Project site. 8 1 residential nchdertlap_ ntry motor line Aveto Miter cansHilI I ls Partmon s to n fr+rras davelopMent touns eloPMent. h can be extended tuthe fetthe Orope west contains 1 acts the w'oposed lt in he 4 Preliminarythe nc w... require traterDesystem i s ex l St I ng ve,Opment will ureter Iffnesased rater demand and fire flow Sys has been c been toet and to serve the site. re adequate I aterms of water y of P oxllmxt IYRS Spas of the a allYsls�dica esif Protection, pressu gpm' This capacitya TA! Miter re and arallabl)ity for fire should be Proposed system Public Works site rill fn9 to CA! CItY of Renton t be utlllzed on the Pdrtme rones)te' The main branch of00P system that has ntA speciffCatilons.t system f the sThe stem branch pextelle°tfo s Oservice f the deve jority of tile site and mill two pressure ee Pressure nos on Small I reds north fry the exi°pment (see figures cover orlmarily stf and westext . ll Iin serve le lowest Portion of South Ethler aRoad This thehis A t. and then I es 1n he Site. OOPS back into the COC°untry Hill 10OP Planned, rill contain 1z_ rill in sear Systems 'bartments to the Ced by trey De• '411 extensions entire System as linen ?_Inc. pi The Proponent, ores to serve the site t -108- Mft10at1n` u`r�e G �4• Tole prdpbied water INnton Pub'it Ayse.a wi t I be rwtewed by the City or Works Department for approval. Unavoidable Adverse Environmental 1!Pacts a. Increased demand on water supply• �• Sa2141` Sewer Existing Conditions Sewer service for the project site Is under the Jurisdiction of the City of Renton public Works Department. An existing 12-inch ductile iron sanitary sewer line(drainage swa le an 1s located 1n or near the ravine the western boundary Or the site). !m acts 'he proposed Bevel noment will Preliminaryresult in increased sewage flows. A Approval of sanitary sewer system he; been designed for the site. D Of that System must be obtained from the City of Renton Public Works De prior to am extensions, The current system is a gravity system that will utilize 8-inch Pipe. The 8-inch lines will connect t0 the existing 12-inch ductile iron sewer line located in Or near the ravine (see Figures 3 and 4)• All extensions to the existing sewer system will proponent. be financed by the MltiSatin`g Measures_ *'a• Coordinaticn or design and installation with City of Renton standards. -Ino_ Unavoidable Adverse [avtrgwseetal laMctf a, la.r"aw """ flaw. S. Store Drainage Existing Conditions Presently, there 10 no closed storm water drainage system on the site. All water ether percolates back into the ground, ponds or flows off the site In thr form of runoff. Currently, a 12-inch storm drain- age line, lasted along South 18th Street, serves development to the southeast. Additional I?-Inch lines run along South Eagle Ridge Drive serving residential development to the west. All of these 12-Inch lines Intersect In Grant Avenue South, south of the South Ethier Road Inter- section. From there the stone runoff Is transferred to an open channel south of Puget Drive via a 24-inch pipe. It folr.rwS this open channel down the hill, where it eventually discharges nto the Black River Channel. Connection to this existing system Is available for the proposed development. The Impact on the available natural storage of the Black River drainage basin from project development is discussed in the Water section. Impacts The total volume of runoff from the site will increase due to a greater amount of impervious surfaces. The storm drainage system for the site will be designed as required by the City of Renton. For a further discussion of Impacts on storm drainage, refer to the Water section. (See Figures ' and a for the location of storm drainage lines on the site.) -110. MttfRtlNl Meawns ' I. Refer to water section. Unavoidable Adverse Environmental Impacts a. Increase in total storwter runoff volume (refer to water section). 6. Solid Waste Existing Conditions Solid waste collection in the project site area is conducted by the General Disposal Company, which rents dumpstors ranging in site from one to forty yards. The solid waste is then transported to the Roston Transfer Station on N.E. ath Street and ultimately disposed of at the Cedar Hills landfill off of Naple Valley Highway. Impacts f Development of the proposed project would result in an increased demand for solid waste collection services. This increased demand can be adequately absorbed by the General Disposal Co., according to a company spokesperson. Mitigating Measures � i a. Recycling of certain solid waste by residents could be encouraged, i t 3 -111- OKOWP*O NA VBABHI V(3TON MORTGAGE CORPORATION �scaw tt w+us December 14, D82 Mr. Ron Olsen City of Renton Utilities Engineering Office Municipal Building 200 Mill Avenue South Renton, Washington 98055 Re: Highland Village Apts. 300 Units Renton, Washington Dear Mr. Olsen: This company is proposing to make a construction loan for the above referenced project in Renton, Washington. The proposed project will consist of 300 apartment units and will be located near the intersection of Grant Avenue and Eagle Ridge Road in Renton. One exhibit, which we require, is a letter from you ind+,:ating that water and sewer service are available to the site for this size project and also indicating the size of the available water and sewer mains and their location in relationship to the site. Please see the location map and the legal description hereto attached. Please direct such a letter to us at our office, located at 2720 Third Avenue, Seattle, Washington 98121. If you should have any questions concerning this request, please do not hesitate to call. Sincerely, Diana �. aylO ayrooe T Real EstatI n Analyst DLT Enclosure "?0 Fh.d 4.p•eie Sv,1e 300 Sr sulr Wes".^gFon 4P!'71 1 � � •wr i'— • r• 1 �i% lu ; i I - .r, i .'I:r 3-i•51. _ 1 a�l' ! 1_. rt, 1' 1 1 �i•� + � , �1 11 �!>o •E■ ' � �I�I �j i til 1E E -•Eid '1•_ '� �. !-1 •� - - �� -��`�}.J:tLE1 r �` ,'♦ Zh122 J1_ �.a. j'ij.: � M. '1 ` + E \. "-.it• 1 �,{ J '` 1. -� '1• {.r, - �14 y re' r • donut ' NpanSe pYEA5AGEL 10` T°"nshf Y 23 C section 20. tbb. ieof� tlOn1tof� ciOnvest l.iedoistYa West ol c n An the De 'a so c o if said ot K ;asct 0at 0 s 1 }81• 4 of No3line f .batset t Tast. 0 the $ o $eslcilNoTtb 8 t e Nta�d undijon8 sold Yo tided undeT Avd1tO185 36 feet 523. g. -0 in t to 33 gSoott� 42 telye e5'54 in Of d l nee as conta ntof st pn°Sbe outbeastmatSiTlymna so as of on e�TiSDann i'll ded the oath oal Pa the V oeii. eat a101% gas tTt HOrtin y�sesument :ecoT Tig _Of' e E g681370Ito%tb 82, 30Ci Y ofg,l9 feesa ea sontalned 46 26 feet-Of-4sY thence NOTj lina 0.. Eastht-Of_'aay tb line 46. tisb the�cesteT 5. sttatiie NO i 5t7 Boons said son,, E�jevilleel: b1 feet to ► pouCT judiTC tOT89 i0 26„ West ai�ne Oaid Toad line 9 feet• lleaYowet thence So tb o he NOTtWest a1°n3 a radius °ice a of B03�g2927: feet 20• ne je 6 9Oe then4 N°T of �ra eL0 Lbe peft Lbe NOTiDAudic TthCasc T Yo11ne f the NOTtub-nt pticnoe on of Z4} pis ti8t't-O_Val said along and Not riland vesst el G by instT ATds�inis vATion 42'35of4besinfr CID lyins rdde Gibed as Lon. CA LTUe Y°icion tbeaTce] Of 1 01p4"p192� State of Washins f in8• esSLpeSI i.0 RCCOTdtin Re�tc^ po jnt ° A 23 NOTth. Aense Tsityte In tD GitY of of $ectiOn 20. Tn of e YAACEL 5' the Westsa�follows: d sect%o' LhcTlt of imaTvaY as 'Lion °desc%2.. TneT of cet to thssion SOA3Tp q6t bg feet .Ibat P W.M• • 1/4 CO y.59 f tTansm N0. 356ast 856. yile TS 8$innTNOtth Mitt 1 �s ?OndeT av pui oot i North 8 in �23 8. 6 S %% 0 l o �siSDt tbtn of the air d In sal 95 �utt nn 4 �iiy of°Seattle•s hp of�•''a120 tootLle contthe the c°e;n"�ostt+eTWes Ili get. a10n6 acid Tne of pb LLsbd ucidev COOP Audit°T a F COT tbcast 053. 1 fyth p8�38e of YuB� in en, t TeCOTde cf once jONoTtD 1i talned d tb eL the DT as con _ continue tisbSbg7}70: No. , DESCRIPTION (continued): thence South 82.22'30" West along said North line 50.70 feet; feetctocanpointnwhichnMrsd5outhh02'36'lSbutEast'iA•490100 feet from true Point of beginning; thence North 02. 6'11" West 490.00 feet to the true point ng; i Of beginn EXCEPT that portion thereof conveyed to City of Renton for street Deed recorded January 12. 1978 under Recording No. 780112-0791; ALSO EXCEPT that portion of the West 112 of Section 20, Township 23 North, Range 5 East, W.M. , described as fO:IOws: Beginning at the West 1/4 corner of said section;thence North 0'44'05" East 329.59 feet to the Southerly margin of the City of Seattle's 20J feet Diablo Transmission right-of-way as contained in instrument under Auditor's File No. 3560496. records of King County, Washington; thence along said Southerly margin North 97.23*49" East 856.68' feet to a point noted as the true point of beginning of Parcel 25 as contained in instrument under Auditor's File No. 6150334 and the true point of beginning of this description; thence South 2'36'11" East along the Easterly line of the Renton Elks Site as contained in instrument recorded under Auditor's File No.5837189, 490.00 feet to the Northerly line of the Puget Sound Power and Light Company's right-of-way as contains under Auditor's File No. 5687370; thence North 74.32'17" East along said line 153.85 feet to the Northwesterly line of Eagleridge Drive South in the City of Renton; thence North 46'26'50" East along the Northeasterly projection of said li:ie 77.44 feet, to the point of curvature of a curve to the left having a radius of 170.00 feet; thence Northeasterly and Northerly, along the arc of said curve, through a central angle of 58.15.43" an arc distance of 172.87 feet; thence North 78.11 '07" East 60.00 feet; thence North 11'48'33" West 242.92 feet to the Southerly margin of City of Seattle's 200 feet Diablo Transmission right-of-way; thence South 87'23'49" West along said margin 285.2 feet to the true point of beginning; Situate in the City of Renton. County of King. State of Washington. PARCEL 6: That portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East, W.M. , described as follows: Beginning at the intersection of the North-South centerline of said section and the North line of City of Seattle's Diablo right-of-way,as contained in instrument recorded under Auditor's Filethence South 71'05'12" West &I No. 3560496; said thence North 01'46'02" East 407�25. feetNtot the lSouth7line foftpuget Sound Power 6 Light Company's 350.00 foot right-of-way; continued - • r � � t w DESCRIPTION (continued) : thence North 86'43'23" East along said South line to the aforementioned North-Soutb centerline; thence Southerly along said North-Soath centerline to the point of beginning; Situate in the City of Renton, County of Kirl. State of Washington. PARCEL 7 : That portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East, ..M. , described as follows: Beginning at the Southeast corner of said subdivision; thence North 01'46102" East along the East line of said subdivision, a distance of 825.22 feet to a p�tnt on the North line of the Diable Seattle Transmission Line right-c:-way as recorded under King Coun,-f Auditor's File No. 3560496; thence South 71'05'12" West along said North line, a distance of 697.06 feet; thence North 01'46'02" East a distance of 407.25 feet to a point on th,• South line of Puget Sound Power c Light Company's 1. P. No, i ; thence South 86'43'23" West along said South line 72.02 feet; thence North 79'46'56" West along South line, a distance of 1436.32 feet to a point on the Southeast margin of Primary State Highway No. 1, said point being the true point of beginning; thence along said Southeast line on a curve to the right having a radius of 2040.00 feet, the center of which bears North 49'41'07" hest, an arc distance of 16.45 feet; thence South 00'47'40" West a distance of 730.64 feet to a point on the North line of said Diablo Seattle Transmission Line right-of-way; thence North 87'23'49" East alnng said North line, a distance of 491.79 feet; thence North 01036'11" East a distance �f 631.42 feet to a point on the South line of said 1. P. No. 2; thence North 79'46'56" West , along said South line a distance of 507. 18 feet to the true point of begim.'.ng; TOGETHER WITH that portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East , W.M. . and the H. H. Tobin Donation Land Claim No. 37, described as follows: Beginning at the Southeast corner of said Northwest 1/4; thence North O1'46'02" East, along Vie East line of said Northwest 1/4. a distance of 1094.05 feet to point on the North line of Puger Sound Power 6 Light Camper) 'a 1. P. No. 2; thence South 86*43'?"' �.:.. 7uj.27 feet; thence North 7a u'56" West 10.29 feet; thence Nort`. 0'14'13" West 1291.51 feet to the true point of beginning; thence South 89'35'40" West 7.92 feet to the Easterly line of Primary State Highway No. 1; thence South 0'24'20" East 239.01 feet to said Northerly line of I . P. i:o. 2 right of way; - continued - thence South 79" n'56" Gat al said Northerly line 319.47 feet; thence North O2' ts'll" Esat, a distance of 176.04 fast; thence North 69014'13" West, • distance of 338.14 feet to the true point of beginning; EXCEPT those portions lyinf; West of a line described as followst Beginning at the Southeast corner of said Northwest 1/4 of Section 20; chance " . th 01'46'02" East. along t►— East line of said subdivision, a distance of $25.I2 feet to a aoit of the North line of the Diablo Seattle Transmission L1n— right of way as recorded under King County Auditor's File No. 3560496; thence South 71.05*12" West along said North line a distance of 697.D6 feet; thence North 01'46'02" East a distance of 407.25 feet to a point on the South line of Puget Sound Power 6 Light Comppany's I. P. No.2; thence South 86'43'23" West along said South line 72.02 feet; thence North 79'46'56" West along South line a distance of 1438.32 fact to a point on the Southeast margin of Primary State Highway No. 1, said point being the true point of beginning; thence along said Southeast line or a curve to the riight having a radius of 2040.00 feet, the center of which bears North 49.41,07" West, an arc distance of 16.45 feet; thence South 00'47'40" West a distance of 730.64 feet to a point on the North line of said Diablo Seattle Transmission Line right 01 way; thence North 87'23'49" East along said North line a distance of 840 66 feet to the beginning of the line herein described: t�.ence North 08'34'46" E.._t, 17.14 feet: .hence North 27','5'14" West, 189.17 feet; thence North 31'06'1 "' West, 239 .61 feet; thence North 21'26'29" West, 272 .51 feet; thence Nort.. 13'40'44" West, 106.24 feet ; thence North 32'12'52" West, 54.00 feet; thence North 28'34'36" West, 36.40 feet to the ena of the line herein described: A:;D EXCEPT those portions conveyed to Puget Sound Power 6 Light Company by deed recorded under Recording No. 791019-0367; Situate in the City of Renton, County of King, State of Ueshington. PARCEL, 8: That portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East, W.H. , described as fol:ows: Beginning at the Southeast corner of said subdivision; thence North 01'-6'02" East along the East line of sail subdivision, a distance of 825.22 feet to a point on the North line of the Diablo Seattle Transmission Line right of way as recorded under King County Auditor's File No. 3560496; continued - DESCRIPTION %continued) : thence South 71'05'12" West along said North line, a distance of 697.06 feet; thence North 01'46'02" East a distance of 407.25 feet to a ppoint on the South line of Puget Sound Pn• _. 6 Lisht Company's I. P. No. 2; thance South 86'43'23" West along said South line 72.02 feet; thence North 79'46'56" West along said South line, a distance of 931.15 feet to the true point of beginnin``; thence South 02"36'11" West a distance of 631.1.2 feet. thence North 87'23'49" East a distance of 438.18 feet; cnence North 02'36'11" East a distance of 533.33 feet to a point on said South line of I. P. No. 2; thence North 79'46'56" West, along said South line, a distance of 440.25 feet to the true point of beginning; TOGETHER WITH that portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East.. W.H. , and the H. H ToLin Donation Land Claim 4o. 37, described as follows; Beginning at the Southeast corner of said Northwest 1/4; thence North 01'46'02" East along V.e East line of said Northwest 1/4, a distance of 1094.05 feet to a point on the North line of Puget Sound Power 6 Light Company's I. P. No. 2; thence Snuth 86'43'23" West 733.27 feet; thence North 79'46'56" West 10.29 feet; [hence North 69014'13" West 953.37 feet to the true point of beginning; thence South 02'36'11" West a distance of 176.04 feet to a point on said North line of I. P. Nn, 2; thence South 79'46'56" East• along said North line• a distance of 440.25 feet; thence North 02'36'11" East a distance of 91.24 feet; thence North 6Q'14'13" West a distance of 459.24 feet to the true point of Segir:ning; ry.CEPT that portion thereof lying West of the line described in `irst exceptioc. . .._cel 7; ;,: D EXCEPT those portions conveyed to Puget Sound Power 6 Light Corpany by deed recorded under Recording No. 791019-0367; situate in the City of Renton, County of King. State of Washingcon. continued DESCRIPTION (continued) : PARCEL 9: That portion of the Northwest 1/4 of Section 20, Township 23 North. Range 5 East, W.N. , described as follows: Beginning at the Southeast corner of said subdivsion; thence North 01'46'02" East along the East line of slid subdivsion, a distance of 825.22 feet to a point on the North line of the Diablo Seattle Transmission Line right of Way as recorded under Auditor's File No. 3560496; thence South 71'05'12" West along said North line a distance of 697.06 feet to the true point of beginning; thence North 01'46'02" East a distance of 407.25 feet to a point on the South line of Puget Sound Power 6 Light Company's I. P. No. 2; thence South 86'43'23" West along said South line 72.02 feet; thence North 79046'56" West along said South line a distance of 490.90 feet; thence South 02'36'11" West a distance of 533.33 feet, to a point on the North line of said Diablo Seattle Transmission Line right of way ; thence North 87 23'49" East along said North line a dis�ance of 510.00 feet; thence co;itinuing along said North line porch 71'05'12" East a distance of 60.46 feet to the true point of beginning; TOCETH.ER WITH that portion of the Northwest 1/4 of Section 20, To:-nship 23 North, Range 5 East, W.M. , and the H. H. Tobin Donation Land Claim No. 37. described as follows : Beginning at the Southeast corner of said Northwest 1/4; thence North 01'46'02" East along the East line of said Northwest 1/4 a distance of 1094.05 feet to a point on the North line of Puget Sound Power 6 Light Company's I. P. No. 2; thence South 86'43'23" West 733.27 feet; thence North 79'46'56" West 10.29 feet to the true point of beginning; thence North 69'14'13" West 494.13 feet; thence South 02'36'11" West a distance of 91.24 feet to said Northerly line of 1. P. No. 2 right of way; thence South 79*46'56" East along said Northerly line 473.70 feet to the true point of beginning; EXCEPT those portions conveyed to Puget Sound Power 6 Light Company by deed recorded under Recording No. 791019-0367; Situate in the City of Renton. County of Ping. State of Washington. continued DESCRIPTION (Cori inued) : PARCEL 10; That portion of the Southwest 1/4 of the Northeast 1/4 of Section 20. Township 23 North, Range 5 East . W.M. , lying Northerly of Bonneville Power Administration Easement and Southerly of City of Seattle Transmission Line sight-of-way; Situate in the City of Renton. County of King, State of Washington. PARCEL 11: That portion of the Northwest 1/4 of Section 20, Township 23 North, Range 5 East, W.M. , described as fol' jws: Beginning at the Southeast corner of said subdivision; thence North 1'46'02" East along the Easterly line of said subdivision a distance of 1.094.05 feet to the Northerly margin of right of way of I. P. Transmission Line; thence South 86'43'23" West along the Northerly margin of said right of way of 1. P. Transmission Line a distance of 733.27 feet; thence South 03'28'14" West a distance of 50.35 feet to the true point of beginning; thence North 03'28'14" East 50.35 feet; thence North 79'46'56" Vest 1.398 feet, more or less, to the Easterly margi•, of Primary State Highway No. 1; thence Southwesterly along the Easterly margin of said highway to a point which bears North 79'46'56" West from the true point of beginnin thence South 79'46'56" East 1.429 feet, more or less, to true point of beginning; EXCEPT that portion thereof lying West of the line described in Exception in Parcel 7 above; ALSO EXCEPT that portion thereof conveyed to Puget Sound Power b Light Company by Quit Claim Deed recorded under Recording No. 791019-0367; Situate in the City of Renton. County of King. State of Washington. `z fiN111tERy(KA�a Aegast IS, 1983 SA.RO Mr. lion r on City of Renton Public works Departasnt Renton, WA 98055 to: Grant Ave. S. Waterline Relocation 1-324-008-821 Dear Ron: As a result of your verbal approval on August 12, 1983 of the relocation of the proposed water Bain on Grant Ave. Erna the east side of the street to the wast side, the contractor constructing the laproveaents is proceeding with its installation. We wish to thank you for your quick review of the revised plane. This has .11oved the contractor to continue his work as scheduled. Accompanying this letter is the revised waterline drawings reflecting the shift of the fire hydrants frog the east side of the road to the met side thereby shortening the pipe lengths f roe the mein to the hydrants. If there are any questions regarding the plans please do not hesitate to give us a call. Sincerely SEA, INC., ENGINEERS/PLANNERS Q ti.4 w�. 'O�aa�rwarw .mar ar.er r "'Cesar Ronald Garrow, P.R. RG.1w we .•�.twKrpwra cc: Scott Springer, Lincoln Property Co. ..'so r,-t Pat Gorretty, PBNC ..a a. Steve Bornman, Dodds Engineers f e.YwNwy P( Of Re °i PUBLIC. WORKS DEPARTMENT aai DIESON/UTILITY VOWERtm 235-2631 � F WIamICI►AL 1401..0106 aae WILL AVE.so. NlNTOII,wASM OMM 'I. v(er aAROMA Y. SHINPOCH February 16, 1963 MAYOR Ms. Diana Taylor Washington Mortgage Corporation 2720 Third Avenue, Suite 300 Seattle WA 98121 SubJect: Highland Village Apartments 300 Units Renton, Washington Dear Ms. Taylor: This is to let you know that water and sewer service is available for this project. A draft and final Environmental Impact Statement was prepared for Higyhland Village that adequately describes the utilities and to what size bullding� they can support. Atta0ed herewith is a copy of that report that deals with the utilities. Also, attached is a map showing the existing utilities in this area. If you have any other questions, please contact this office. Very truly yours, Ronald L. Olsen Utility Engineer :ckd Attachments vJ-614- �,� 00008 ENOINEERSII INQ CIVIL. EN 43INIEERS a SURVEYORS a PL-AMIERB December 27, 1982 DEI Project No. 82127 Mr. Ron Olson City of Renton Dept. of Public Works Utility Division 200 Miil Avenue South Renton, WA 98055 Re: Water Distribution System for the proposed development of Highland gillace by Lincoln Property Company Dear Mr. Olson: I have completed my analysis of the two alternate water distribution systems we discussed in our meeting of December 22, 1982 and would like to take this opportunity to restate the alternate systems and comment on a possible solution. The fire flow analysis, performed by Mr. Richard Harbert of R112 Engineering, determined the 3,250 gpm required fire flow to the site could be provided by a 12" diameter watermain along the proposed Grant Avenue South extension. As we all agreed, the connection point for this 12" watermain into the existing city water system would be approximately 200t feet east of the Grant Avenue South - Ethier Road intersection at an existing 8" watermain. This connection would be made regardless of which alternate plan is chosen The City's comprehensive water distribution plan for this area calls fe, a three million gallon storage tank nearby. This will result in substantial revisions to many aspects of the existing water distribution system such as pressure :ones, supply source and pumping routes. Due to the complexity of the future networks and numerous possible solutions to provide fire flow to the development, an obvious single connection and interconnecting distribution plan does not exist. He have however, with the assistance of Mr. Harbert's computer analysis, reduced the possible solutions to the following two: ALTERNATE NO. 1 (Proposed by this office and verified as adequate by RH2 Engineering to supply the required fire flows to the proposed development site.) This solution is to interconnect the proposed water distribution system for Highland "illage to an existing system in the adjacent development of Country Hi . ' . Due to pressure :one differences between the two systems, a pressure reducing valve assembly (PRY) would be required at the connection point. This connection (and 200 feet of 8" watermain) would be made solely for the purpose of increasing the existing available fire flow to Country Hills. The proposed development of Highland village would not benefitpfiroP4mthis connection. ktC•'tatj DEC ;992 lee$0-130Tr AVE NE.BE-LEVLA.y%AM005•IQC"8B:5,-877Ora -afy 0000� anrsamusl w Mac. Page 2 City of Renton 12/27/82 Because the pressure zone boundaries will change upon construction of the new storage tank, a revision to an existing connection on South Puget Drive would have to be made. This would Involve disconnecting an existing 12" main along Grant Avenue South from an existing 16" main located on the north side of South Puget Drive and reconnecting said main to an existing 12" main located on the south side of South Puget Drive. The anticipated construction cost of this alternative for the 200 ft. of 8" slain, the PRV and South Puget Drive crossing and connection would be approximately $19,600.00. No additional engineering or surveying would be re"ired for this alternate. ALTERNATE R0. 2 (Proposed by you for ' City of Renton) This solution is to interconnect the proposed water distribution system for Highland Village to an existing 8" main in Eagle Ridge Drive. This crosstie also would be made primarily to increase the existing available fire flow to the Country Hills complex. However in this case the pressure zones would be equal and the Highland Village system could draw from this connection. This connection would consist of 5D0 ft. of 10" water main and would require crossing the existing creek that traverses the westerly portion of the Highland Village site. Due to future pressure zone revisions planned by the City to relieve existing high pressure areas, installation of two PRV's would be required under this solution - one on Benson Road South and anotaer on Ethier Road. You stated at our meeting the City ,-uld probably require the developer of Highland Village to share in the cost of construction for these two PRV's on a 50-50'K basis. The anticinated construction cost of this alternative for the 500 ft. of In" watermaii , PRV's, creek crossing, clearing, and additional engineering and surveying would be approximately $25,000.00. Based on the above and our estimates of the costs of the two alternates, we can only arrive at the conclusion that the first alternative is the more advantageous to Lincoln Property Company. Both systems serve both develop- ments equally well and since we can find no reason for expending an additional $6,000 to provide the same result, we must opt for the less expensive of the two. If you can provide us with a valid reason for installation oi the second alternative whereby we can justify the $6,000 to Lincoln Property Co., we will certainly reconsider our decision. I miaht suggest .hat if the City were to install both PRV's at its own expense, this woul ; weigh hea%ily in favor of the second alternate. You might consider tkat L.P.C. is virtually committed now to installing two PRV's along Grant Avenue South so that the oc"Me ENGINEER, INc. Page 3 City of Renton 12/27/82 City Might intertie with the existing system north of Highland Village now served by the City of Seattle. Your and our position with L.P.C. would be much more tenable if we could show an equal burden on the develuper and City for improvements which are fundamentally for the City's benefit. Obviously, these items must be addressed and resolved before the final design of either system. A timely response would be appreciated. Should you wish to c'iscuss this further, please don't hesitate to call. Sincerely, DODDS ENGINEERS, INC. -� ✓Steven L. Borneman Project Engineer SLB/jk memo r OFFILE W�-(o • . i / i