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UTILITIES #1 E A S E M E N T THIS INSTRUMENT, made this second day of February, 1984, by and between Lincoln Woodcliffe Limited Partnership, by Lincoln Property Company No. 277, Limited General Partner hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of $1.00 paid by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: See Attachment A, pages 1-2 � 1 IN OF ,N CIO Ile FILED FOR RECORD AT REAver URS T OF OFFICE OF THE CITY CLERK RENTON MUNICIPAL BLDG. 200 MILL AVE. SO. P,ENTON, WA 98055 84/0 09 #0616 8 RECD E 55 I CA c� 0) O O 00 Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-of-way shall not be distrubed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-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. Lincoln Woodcliffe Limited Partnershi Lincoloi Property mpany No. 277 Limited General Partner and the Citv of Rentnn_ an HErir nagi ng Genera artner 17?/--r- - � 'Er, - CORPOR FORM: STATE OF Washington ) COUNTY OF King ) SS On this second day of February, 1984 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personnaly appeared W. Dean Henryto me known to be the Managing General Partner of the ti above menoned partnership the partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership 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 in this certificate above written. S'IO N TCG�; i�,GTA Py's;. i A< otary Pub is i nd for the� residing at �- UE#2-2 b 4. DIJDDS ENGINEERS, INC. 82127 Highland Village 12/14/83 SANITARY SEWER EASEMENT NO. 1 An easement for sanitary sewer purposes lying within the northwest quarter of Section 20, Township 23 North, Range 5 East, W.M., in King County, Washington, being 15.00 feet in width, having 7.50 feet on each side of the following described centerline. Commencing at a point on the west line of said northwest quarter from which the southwest corner bears S 00'01'07" W 407.90 feet; thence S 89°58'53" E 1332.75 feet to the True Point of Beginning of the herein described GD centerline; thence N 89°40'00" E 262.09 feet; thence N 85°36'17" E 314.42 feet and the terminus of the herein described centerline. 0 v� 0 0 tr GO C ~� SANITARY SEWER EASEMENT NO. 2 82127 Highland Village 2/2/84 An easement for sanitary sewer Of Section 20, Township Purposes lying within the northwest being Section feet in width3eXoeth, Range 5 East quarter the fo15.0 P as noted W'M•5 in King County, Washington, g described centerline. having 7.50 feet on each side of Commencing at a point on the west line of said no CD southwest corner bears S 0he West ry feet to the True Point of Beginning W 597'69 feet; thence quarter from which the Cc N 79050'3511 g g of the herein described89enterline• thence 0 referred to asPoint feet; thence N 0702 � 15311 E l'325'99 �A,; thence N 88°26QQ'�._-2.90 feet to a point hereinafter p 274e02efeet•as Point 'B'; 04°04'20 point herein thence S E 35�;�6 feet to a thence N 70°14'21" E 186.37 feet to feet; thence N 73°45'll„after a, to as Point 'C'; thence N 70°33135" co described centerline. E 152.22 feetatoothe terminus int tot referred LESS any portion lying herein AND beginning y g within Grant Avenue South Right -Of -Way. N O1°00'00" gat said Point 'q'; thence N 07°2g'00" AND beginning 764.74 feet; W 453.10 feet; N 01°54'22�� 9 at said Point 'g'• � thence E 127.32 feet; thence N 04004'20" W 213.40 feet AND beginning at said Point �� � thence feet; thence N 05'0410011 W at feet to C ' thence N 11°51'58 W 159.35 Sanitary the terminus of the herein described y Sewer Easement between said Point ' feet in width, haven A and said Point centerlines. 9 10.00 feet on each side of the above described be 20.li centerline. _ ' - ETAS EMENT THIS INSTRUMENT, rp de thi5IS*day ofp`U 19$S Lincoln Woodclifife Limited-' ' by and between Partnership �P4 xm1d AMA hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Gran tor (s), for and in consideration of the sum of $ 1.00 paid by Grantee, and other valuable consideration, do by 0ghese presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its uccessors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property Min King County, Washington, more particularly described as follows: n WITHIN AND ACROSS THE FOLLOWING DESCRIBED MAIN TRACT SITUATED IN SECTION A TOWNSHIP AND RANGE 20-23-05 KING COUNTY WA MAIN TRACT PORTION OF GOVERNMENT LOT 3 IN NW 1/4 LYING SOUTHERLY OF DIABLO TRANSMISSION LINE EASEMENT & WESTERLY OF CITY LIGHT EASEMENT AUDITORS NO 5333805 & NORTHERLY OF PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT OF WAY AUDITORS NO 5687370 EASEMENT A STRIP OF LAND 40 FEET WIDE BEING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE TOGETHER WITH ITS NORTHERLY AND SOUTHERLY EXTENTIONS ALL WITHIN THE ABOVE DESCRIBED MAIN TRACT BEGINING AT THE CENTER OF SECTION TOWNSHIP AND RANGE 20-23-05 TH S 89-10-20 W 2616.14 FT TO THE WEST 1/4 CORNER OF SAID SECTION 20 THENCE N 00-44-05 E 329.59 FT THENCE N 87-23-49 E 1341.51 FT TO A POINT ON THE NORTH LINE OF SAID MAIN TRACT AND THE TRUE POINT OF BEGINNING THENCE S 16-38-29 E 80.22 FT THENCE S 41-26-37 E 129.01 FT THENCE S 00-57-52 E 16-4.01 FT THENCE S 39-36-03 E B0.03 FT TO A POINT ON THE SOUTH LINE OF THE ABOVE DESC MAIN TRACT AND TERMINUS OF SAID CENTER LINE a� r- C w w d1 *.• ti y. ct 85r'05/29 REC D F GASHSL #0678 G 4.00 ****4.00 55 UE// 1-1 FILED FOR RECORD AT REQUEST OF OFFICE OF 7R CU CI I RENTON MUNICIPAL &K F A MILL AVE SO. RENTON, WA SN55 Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights) -of -way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. • The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and 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 Grantorlawful�ownershis uofetheraboveirs and propertiesiand thatatheyshavveeaant goodhat t hey are the and lawful right to execute this agreement. Lincoln odcliffe Limited Partnership By Li col Proper Company aid o B aid W. can Henry, a in General Partner Rad aced LO STATE OF WASHINGTON ; SS COUNTY OF KING ) I, the undersignid�adanootfry public in and for the 9St� teof personallygappearedeby certify that on this y before me a444- aad ' and ' and to me known to be individual(s) described in and w o execute t e orego�ng �nstrumfrt, and ee and voluntarygacttha and ee or t e uses signed and sealed the same as ai and purposes therein mentioned. t r H. 14 ;CkRY 7 .a �l )AZ ary Pu �c in an or t e State of Washington, residing at Y' )" NMYI'OSE k ltf31' (MCKXYI -'•.I v \ . F �� '( � ��•• o39 ado ti � (�y013YJ.00- `� `\ c �r�' 04• :�;� I. �p -�\\ � �•' W8� u^ oN �� Per I vJ\�8o 0 i v 1 14911- JCotoJ c• l�r e7y �i f�.rG•� N ,,, 3 1 I / / i ` Ir ��` +•.\. I��_R' 44 17G oo1, �i 0N7�f� 1 7 v I 1A \ �N7?7i�_F (IGGD-tl �CM•Br��Tl� i V 1•. OV ce 0 1 09 wl �Ttro,�n) (N5 lyzpz MfS. o w � C 9 , 1 I tC O 4 i= m G M to rqj od T A` _. W ZZ j C t prf� 9t v o r- -� , nt (n 1. A 4.0I z r1 ul N � L p h ,f *nvnJ �r Q1��'d, 1 w D ,� J 1 a1 2 3 ..n 1 3 1 n to � , . n � Z N 1 L O � JW r 60 Or pc�E{/C J E4J ?D Y �T QQ 0 f'7s/ ��>6•AT/p '�7 511 T m J\ A pE,4G.aJ N ,• D O M' pz.6oN (A (ayos�yprsz 2 O • c t N N r i. � t 3N17 w z N-�.lv•c a' mm I $-� pl S��p 1 (jr7 V56 rT Ln Nz 'q n N o a `' (rTl n THIS INSTRUMENT, made th i s JS 1�day of Mw i 19 BS ; Lincoln Woodcliffe Lim= by and between partnership FJAA AM 29f05i29 #06813 MA RECD r 4.00 nn C 55 hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of $1.00 paid by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: THE WESTERLY 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY ALL SECTION TOWNSHIP AND RANGE 20-23-05 SITUATE IN KING COUNTY WA.: PORTION OF THE W 1/2 OF SAID SECTION SOUTHERLY OF PUGET SOUND POWER AND LIGHT COMPANY'S 120 FT RIGHT OF WAY AND EASTERLY OF BONNEVILLE POWER ADMINISTRATION'S COVINGTON RENTON FUTURE LINE #2 AND NORTHERLY OF OLD PROSPER ETHIER ROAD AS IN SURVEY 20-23-05-1 AND WESTERLY OF A LINE BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID ETHIER ROAD AND THE WEST LINE OF THE BONNEVILLE POWER ADMINISTRATION'S SOUTH CORRIDOR EASEMENT THENCE N 22-42-56 E 669.54 FT THENCE CONTINUING N 89-10-20 E 146.26 FT THENCE N 08-37-30 W 88.79 FT TO SAID PUGET SOUND POWER AND LIGHT COMPANY'S 120 FT RIGHT OF WAY & TERMINUS,fLESS BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT OF WAY AND THE EASTERLY LINE OF BONNEVILLE POWER ADMINISTRATION'S COVINGTON RENTON FUTURE LINE #2 THENCE N 74-32-17 E ALONG THE SOUTH LINE OF PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT OF WAY 194.11 FT TO THE TRUE POINT OF BEGINNING THENCE CONTINUING NORTHEASTERLY ALONG SAID SOUTH LINE 597.40 FT THENCE S 02-20-59 E 28.75 FT THENCE S 26-52-14 E 179.19 FT THENCE S 34-13-37 E 133.17 FT THENCE S 22-42-56 W 322.97 FT THENCE N 57-08-26 W 731.74 FT THENCE ALONG A CURVE TO RIGHT WITH A RADIUS OF 20 FT A DISTANCE 36.16 FT THENCE N 46-26-50 E 13.06 FT TO THE TRUE POINT OF BEGINNING TOGETHER WITH VACATED PROSPER ETHIER ROAD AS DESCRIBED IN DEED 315/485 PARCEL E LESS EAGLE RIDGE DRIVE & NEW ALIGNMENT SOUTH ETHIER ROAD LESS BEGINNING AT THE NW CORNER OF THE SW 1/4 OF SAID SECTION THENCE N 89-10-20 E 523.33 FT TO A POINT ON THE NORTHEASTERLY MARGIN OF THE BONNEVILLE POWER ADMINISTRATION'S RIGHT OF WAY THENCE S 42-35-54 E 433.97 FT TO THE TRUE POINT OF BEGINNINGf"SAID POINT BEING ON THE NORTHERLY MARGIN OF THE OLD ETHIER ROAD THENCE ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 220.99 FT ARC DISTANCE 243.06 FT THENCE S 32-51-34 W 60.01 FT TO A POINT ON SOUTHWESTERLY MARGIN OLD ETHIER ROAD THENCE ALONG SAID MARGIN ON A CURVE TO THE LEFT WITH A RADIUS OF 160.99 FT ARC DISTANCE 163.69 FT TO A POINT ON THE NORTHEASTERLY MARGIN OF THE BONNEVILLE POWER ADMINISTRATION'S RIGHT OF WAY THENCE N 42-35-54 W 62.01 FT TO THE TRUE POINT OF BEGINNING LESS PORTIONS WHICH LIE WITHIN THE BOUNDARYS OF EAGLERIDGE DRIVE AND THE REALIGNED SECTION OF ETHIER ROAD. WITHIN "< sa co rn ss3v� Vq d � UEN I -1 FILED FOR RECORD AT REQUEST OF Ora OF THE MY C j.i .J-!,uiy RENTON MUNICRALBtR 200 MILL AVE SO! F " T^"!, WA 9M55 D Go c� O} h LM 00 Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights) -of -way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and 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 thi agreement. LINCO N WO CLIFFE LI ITED PARTNERSHIP By Li coin o ert m a 7 Ltd. aAr BY W. Wan Henry, Ma aging neral Partner STATE OF WASHINGTON ) . SS COUNTY OF KING ) I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this ��iay of �•�y1� 19 :LL personally appeared before me ' an& �M! a,ad ; to me known to be individual(s) described in and who executed the foregoing instrument, and acknowledged that signed and sealed the same as free and voluntary act and ee for t-hie uses and purposes therein mentioned. , o y Pu lic in and for e State of Washington, residing at, �� 1' •'.•+�w...wwyM...*Ms.KM..�...a'I.e,c..w.+��sUtmv. _ _--_— . 1 N ^_.I h�(!)1 F S 3 Q .�_ v711— a i d .= LL-i si v o Il i�0 ,OV 9/fl (AOPl,r)Ivi OF? 7[,G �.!✓ tl,,O.v IY7S/ ,[0 f[/S 7., ►S.IO./OA' RV) .Ot 6/9f %-••O • / (OY02110,6LY1F `•� •-�� N. ._ __.._._ -_ . _ _._ __ 1 (AoorvMlfLDi/ -'�./'/OO,.Y)W/• NJG'/.9''pSI• J ( ''T• - (/(7(7, vJK' (YiC! .!rllf v (1001Y)WI•6[ L/S (✓JSI,(L P/C ri UP I 3 �I 1Kc.- I I W <rJs/.!6 [f i I v�, fAM•/v..w� OO D44l too �o� 9y �(5t, � � "1 'L1 ISJ' .. su W I N � y� t l 't. c •i'L' o : • 111 yti ►y a I ., o >^K o I o ti I l vi uI is w ;3; h� a'` .\\irn`c:•[iN 'oc I0100(.i `JA 1 ,71 I. ��•.~ Ep '„ �.clp. r�b'j9 t t�P)pRL!ORoL ^ 9�s- �%'d.9 IbI L� eta' 11 I J />.pl- `r�,d 2 i> � p• q 'oy i.' � cr m CL ' s � ro I�rE(E` ��lb'J�1 Dlis. �:•�. J' sj, rs - Jr[ ��a� ,�11 / � 2� L � AF h a )IaiSEpl II z t4.�,,,,/( t19 Ow�R In `•_ � p� : vie ` \ro. p '_) b'1 Eq / r A0 ti (�� l 0 JAIrY9 6 O �I _` (OYONYI _Ony IN / Q Wq / 1) \\ `•;Z 1�i0 .00 all jr ell -7 ( III ;l O ti-` � ld vn ill III � om n atJ �, IiJ'• I� III _ _ r h o '� � ••tea .�/ /.� •�� I• i� I � � Q .......... UIILIIItJ /JI E A S E M E N T THIS INSTRUMENT, made this ����.day of M Q Lincoln Woodcliffe Limi�e`d— - 19; by and between partnership &&dc anxd; �4YdC hereinafter called "Grantor(s)" ' and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of $ 1.00 paid by Grantee, and other valuable consideration, do by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: THE WESTERLY 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY SITUATE IN SECTION TOWNSHIP AND RANGE 20-23-05 IN KING COUNTY WA. PORTION OF NW 1/4 OF SECTION TOWNSHIP AND RANGE 20-23-05 DEFINED AS FOLLOWS - BEGINNING AT SE CORNER OF SAID NW 1/4 THENCE N 01-46-02 E 1043.86 FT ALONG EASTERLY MARGIN OF SAID NW 1/4 TO A POINT ON SOUTHERLY MARGIN OF PUGET SOUND POWER AND LIGHT COMPANY'S 1-P LN #2 THENCE S 86-43-23 W 739.50 FT ALONG SAID SOUTHERLY MARGIN THENCE N 69-14-13 W 498.66 FT TO THE TRUE POINT OF BEGINNING THENCE CONTINUING N 69-14-23 W 540.66 FT THENCE S 28-34-36 E 76.40 FT THENCE S 32-12-52 E 54 FT THENCE S 18-40-44 E 106.24 FT THENCE S 21-26-29 E 272.51 FT THENCE S 31-08-07 E 239.61 FT THENCE S 27-05-14 E 189.17 FT THENCE S 08-34-46 W 12.14 FT TO A POINT ON NORTHERLY MARGIN OF BONNEVILLE POWER ADMINISTRATION'S RELOCATION DIABLO-SEATTLE TRANSMISSION LINE RIGHT OF WAY THENCE N 87-23-49 E 89.31 FT ALONG SAID NORTHERLY MARGIN THENCE N 02-36-11,1r 622.38 FT TO THE TRUE POINT OF BEGINNING -- ALSO KNOWN AS LOT 2 CITY OF RENTON BOUNDARY LINE ADJUSTMENT LOT LINE ADJUSTMENT 012-79 DATED 09/27/79 Q 'L .,... C:� >. •� ' : ►?` EGG F w r C-AJH JI_ al r f;: #0679 D 4.00 4:4:*.*.4. 00 S5 UENI-1 F1LM FOR RECORD AT REQUEST OF OFFICE OF THE C" am RENTON MUNIW� gam, _ ' c,C�l� ' _ 4 MIA Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights) -of -way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and 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 areJoin ul owners of the above properties and that they have a good and lawful rigcute is agreement. LINCOIFFE IMITED PARTNERSHIP By Liperty Comnanv No- 277 1 +,i a4wi By I �di�x1 can enry, a a General Partner mi)d STATE OF WASHINGTON ) . SS COUNTY OF KING ) I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this ,C3'Xtay of before me ; ?? r 19Yr personally appeared and J ; a4id . aB4- to me known to be individual(s) described in and Who execute t e oregoing instrument, and acknowledged that signed and sealed the same as free and voluntary act and ee or t e uses and purposes therein mentioned. N y Public in -and fo the State of Washington, residing at K& v PORT IoN CoR 7 clT Y °F Nw 0 OF REN I�4 SE I � S TON! �T�oN URV n /NG7 CO ��� r' ,s 2 cAJF �� A.�, TF?`Y UNT Y 3 wA N' _G ToN / j � � \�►��E� �3Fo \ \ 100i �`�o,i' � �• �. �( w � \ ems. 1 \ ,�o./ � so \ 1 �� `R+r. s` is � \' � ~� dg S1 Z , � \� � ��W ' "PF- � ti� \ / \ • ��i%�. \ 7'ic /y / / d.�,� �, '^'%any) •. ,C �� ��. \\ •f� c \\ \ ( .Qr 9S • a �� of �'E,Q,�,�E� _ i -� \ \�<o'`r ` _ �• B 1 V ` 67 pg R. CLOrIp- T<oTz / I �3ri \ \ \`jp�s \l 22• I / 0,�,/RF FEN � (?/.ip?�/ y0et ling ��6 jj�•�6. \ \ �_ _, Lc p�� WOQb ' • h��W `'y o.� �`,'�' �. 'z i �'��°,yFo r �,.E � ' N ti � A�E. F r�,rr � � �- c �'o �' �� W ti r 4 S'�-1i � I � • �,� j9-TF,ys�wF ` '�' `9. �� Cic\ Tqx ts'ov I Iw^ r <• �ro�r� y� �r 40) All 1� � pvti TAX uor I i2 /• hf � p 1' .� V V V l I ' `b'b , oy ``•Pry. � tis l '441vlis O-c Pic AS F \lk O ,�/G� T,yFN �.rp� sTgQ , INS ti a r / p•'4Y NO vNp� •R 'rIN RpYF� NF �-- ' � ,►,o .r4 1! Th\" 'Z jy G Cpv 9.rr t �w �• ' 0 y S m P qcT AS ,p? 1iTI' R �9 t 14 r 6- me 0 �9jRrp� C�Rp/N '� ��, h with th Or ur r/ <o� Foes c , ?� �. Qcl O ere( the I. in NQG. </NF _ Ihpoh O 04,vVyP Rccf R C DER $ for r NB6�4o 0/ ec0rd I w..� \'� F `�'��__ I I I A�IG •. I �Q.V ,/�' 6p`\� OI the rn VO ei.� I I flues /nir 01/16/2001 17:53 FAX ....... 7 1400 ' 2/.020 M.- N W".: lnj✓C•Ytl G+; 'Y.•`v+,' S• :y1., °�Ar ;.N ',, 'C: ,•t.•, .~�4•, A, P M 7 -T=S :c. 161 j96 Cal cb wn i kL of of ix, mo Grantee OE covenant .7y .of witboat-W on' cacti t. AYMtle, CCU tic-. ear tlip ,Con G= in cr =v. a l d tvz facl Ltrad !,a ed -65: tl Uel OE' CauntY.. cf. St.; f: ItiOt . -nerr sar t at�a oebalf a '&'Orn Ra= 5.-6vst VP Tcslp (Xs C!ar.tZri 07Z 1:153,37 SLAG" 2 •r.' -2 10. A FsGiltx -to i;-' tic 2- Lt., _ae o 5 M !" 01/16/2001 17:54 FAX -7 P, 7 thence T. 31 3tJ 'i 08 'C7 '-C9 Lq '40"' 2' cusiance j :"j dij 1-45 thence teet-. alstzm. stunf y I• 5LM :Ece wast a' 6, of 143.34. t= 5 dis .. - stm=e di 2' 14r.:.Wes vorth-� 0 5 the - 20 "5 9.' Nest a '19:.feet-. -h-.39036903" -thence. -rth CUit=de. 61 J;o j -,Jvs.P,7 fee t- th^-r-%:e v): tance or 7' '1.04.01 feat: 9.01 JO!Sj! W ---j, distance'" -tst=ce. of 12 7' 05- West a ii, CU stance N t�, 41!26'1 -UT =t t:hence --j%r'rtJh.'l4�?3V 29 athonca. -b 05 feet;,, thenrj� Noit 270 0 14 of. 19.2... thence 611of �105. North �9.'V ,,feet, 'thence r tance �eet' of `U .' 1 -2 "West; cUs 6L f 272.5 67'!..WO dj�.tance 0 :iz a' `4 26'.59" Wes ..'thence N�rth,.'21 iL. diit=oe tbencL I West 3 Meet; t -37"" Xo. e Nox� JW.24 ,feet? thence 160 561 _feet, 6r _-.thence thence North aiz�t=ca of"5 c; of 144.26 feet; -Cee, 7 t'-hcnce West a a dist�arxeE' L07.28 -f -424 010,!45 West feety .35 o. �8 5-1 West a,diatance lqort:h 2 2 14 ' I Ce of 112.14 ycrth I I . west, a ai.&tan 44?57 5� e 'of tkem . \ a distanc C h. 51005.j6" West a - dig- 46rt West' . ..... South - 46".43'34" W _'f at; thence I .8 'fbetT,,�bence. .166:. 9 Eaet, thence South .17*,oa,5611 rth Ice of 248-0 thence No .50"fe6t, of,.2:42'. 409.44 feet; thence egg '37'AY".Was t, a di�tan , ce of o:f.: 763.70 -feet: West:'a MjIC6 of 1&.00 U W t, a dist Talbot es North a9o43,30 tar: 1" .=e. Of the thence sor center: feet a'tinur.'.Qf this the . _erri- .0int being. , . cr=t a-ais- ji�ad'. sa�id r `11.iin4, North' OV 5 9 1 5 9 a�n)c-. e quarter e East On 125,91:. feet xrOm' 'ta: 9. ..'Exc6p't Rcads .. I �E' .9- corner 0 -0� owing and r d on the ease7zllt. is* 9 and- hold rrarrt Be$. -to. save -ac lotc. due to the exerc's� by 0,dzT r e..wplich may be Ch 8"n1?-gQ bY all claims zar-tei-and frbm cjg thd -right-herein SUC7'.. tors ;,O m e arzn toiIidefeaifYd --whomscoever-I,and, n da=u.ge and' claLiM3.- e,right to Grantors resexva a-r.d to grani; q. ses in ar-Y way, their.: j- ' ..yam-<� µ� a t►-'�f]'�"`' '..ram`. -..:.- �• �- :., i bi'm ', � 01/16/2001 17:55 FAX 10.004/020 j. di"d to j2z:�e tx mt, wl. ant C�6! vou ice,. ZO r -to-CS USC Of a 71 -=Age the5 :x 4j ---asc pm?" dete==0 2.v ibandoned the uze Of ' amr-is . e removeddikente.Grantem shall. such' ab&a aU 'laDIOR. *tion ty, StOre 'anj.437c. utriiCt!.Om as of --Cca4 .co:� th in p Ie,, makes ar . uritee., .,:L"�,SuCce,zs� -4,- ;f the 1- 11 vritjjout dt-lay rhc Grantors P=P ekcav*t =::LA L rly as'* ps�-�Lcable 'to tbe. 3=.43 cO2- k6iitore (6ie•4S as. vor:z.- '30 "it -"-6-as before saj. 5. ight Of way is :howl on -ap ..'Ir The COPY ..."'dated -1m ft mart �6d, by :�h- 9 ref erznce made to • x.ccmited jni-;t��Cnt his -be -tin a t!:e b P'-%.3:t, yr. !T7. -V L01 a", 7 4- IF 7- 01/16/2001 17:53 FAX Z001/020 DATE: Notes ___.'0 I i sk\�\ � - PAanc NOKMWEST TITLE TINE: (�%�l� TOTAL # OF PAGES: PREPARED FOR: Enclosed'are the following items per your request: PREPARED BY: Listing Package Comparable Sales �:Zoperty Profile P cuopy of Document CC&R's Other Pacific Northwest Title 215 Columbia Street Seattle, WA 98104 Phone: (206) 343-1323 Fax: (206) 343-1334 Web site: http://pnwt_com E-mail: cs@pnwt.com Please remember to specify Pacific Northwest 71tle on all of your Purchase and Sale Agreements YOU HAVE MAILMOM 10 Ask to have your property -mail! profiles sent via a TLLs« Y O1/16/2001 17:56 FAX 00 t �,,��/31Kp riRw .�... .� ,,�4M •t�, I •••t5 u4 &7Z@ C�A�StbLCT si�ad® �® of Octabor 1, ,19�7m, bat"damn 'r'''�:.x�k ,FICA. h2roina:ft�nr ga1�® '��Siwx , INSUP3E CMea�, LO Y°L*wtza' r PM)FEVIGNAL 8�1 YZS'20 IMC,, B0 GQn@gal I�Ezrtnor .mn3 Trull ®Tr d nmxa?ra®ftmx walled ®�asro�aaase�r°, i® UPom the fallinvincg toms i1 condtionas c ' C 1 , 7�cgiPtio:s o£ Exema3.e�®. , • . 1.1 ®m11ar mgr�®® to sell " the 7urcher'Q.r m.•sd the ?eazCPsanar that caztein zeal property agrees to PMr*hme® frogs tho fi®blgti in Ring Couutt,*, Wash'ngttra, o atlg� knelm mpp=,*n=c4® , 01tuat0d Thundesrhill Apasrtmntc , ffiosm p rt:jMj AV1y�► dol cgibe d ' in am t2:� �x2ni►9�it "�" attached btrato toad by thine,XSgaTejmca mado a part heir*- Cv of, t056thsr with tha fureit-uaa, gi_--=65 amd other remonal . baresto " f,t - �, prcperty Dot forth in the iavcntorY x.tt-acMd "Lm Made a part hereof. ••Sellarhareby-retaino mead by tbim rofar®nc® in th® prcpw-ty de�ca3l:®c'A in >�z8a#bit IJ a acdurity intoremt ?Qr3.anL1 "$!° attZacYb�C h®g®to, togetMr with call "additiow or nubatittatiOnm,c© ! �1 to 50C�1` G tlnz p aytaa�t of tbs full purc�9al. priee and tbG �'+�`-7: zzan Pilo I of call obligEations haze ►dct•. � g�ti�® fnrt� agrees trs under tb2 Vni.form the n�evensa y financing stmtwwnts mired co=zreial Coin. Vhars p=vently arm mxist.ing &gaiu$t the ?rope t?ia .2 ss in eSam `oi .Owj g mate a►m of octobar 1, 1970, follo"1.719 a9o8ta�g9� in fav-,r of @Lha reaHactivm partiaa 84►ovn balms: F90RaGAGy tMTz pti iT;1''i S®Curitiear Intezmountmin, Inc. Jaanes 20, 1968 $1,525,'�25.80 securitien IntGrm retain, Inc. MAY 23, 19G9 51,505,►33.9� It is understood and agreed that thca bllycr ahall Fnrc2�&zce aaid prop P. erty ssubjact to said aortgagaa and mhal'_ 2Aemea no part=.al lieAlity for said aamount3. 2: ?urchase price Znd Payattra4. The g7nucha$e price 3s Three Ail Eight E'- u3ged Eigb'ty_ ,onaasad .. and no/100 Dollars ($3,880,000.00) PZy*�e a� folloovs: w 2.1 The sum of $72,O00.00 gayabla as follows; } (a) 12 succecaaive azsrnthly install tataf $1,000.03 on the first day of each uenth begyssniag Olctaber 1, 1971, n nd 1' 70 and ®rdanq S.gt =r Z 12 auccmasmive monthly instell�scin�ca of $a,000.00 ! MI; on the fa.rmt day of each month beginni-9 Oct -Ober 11 1971 &nd ending September 1, 1972, tnca 4 ° 12 succonsive M0:1thly inztallmnnto of $3,OOD-00 on the first day of each ront3h bsiffini g October 1, x . !' 1972 acid ending September 1, 1973. 01/16/2001 17:57 FAX dr�c�'�' i lyi�.`d�+i`i"''''�Si.�$;'lxy'.�''F4yyF� 4�•. ti���1 Ste. �•,; _• ? �i`tVh'k',`Ski ti The paYr-ants provided in this paragraph 2.1 ahall all he applied in rauvctior. 3f princip=?a 2.? 7Ehs num of $1,526,325.40, P ayabla eta follows- $11,600-00 on Cr befora Novmabeer 1, 1970, and the sun of $21; 660.0a _n or bo!ora t.hg 2z:je day cf each 0%;ocetanq calendar �..�tli, isscludi�4 inter®0t st the rate of 6 7/3% per ar UM fr.= mctobsr 1, 1370 on t.�S ainiaSaicg bed Boa until the balmr.ce of said =o•ant shall hzVC 1*2n fldlgd paid. 2.3 The sum of $1,505,735-16, paLyablz am follows' $11,,66.67 on or before Novemboer 1, 1970, and tht 4WD otl $11,366.67 on or before the tams dray of each tiuCceed-tn ca, andar month, including int.arest at:the rater of 6-7/tlk per annum Proms October 1, 1970 on th(a dl,inia4aiaag b&lsncS. until tM balance of ®aid =::�7=t ®hill %Eve been fully Paid. in addition to the re"laa monthly payssran,ev a®t 4oYt-a► in pare- d 2. 3 abav6, purchasar acrzO s to ?Vf 1/12th of tbo. ra q; apha 7.2 and =tjjvaLld ta�u�1 and 1/12th of thea ta 'amn=l fixe d =tamed �esage real ea'ate 2. in0pgrmgi �Ph�um to zel1vr each amtd�2�. 5 Aavc h�eD P� flcipag lull. 2.4 -he repzIning fc-_ance Of the p-crcb40t gric® 'A the asa%nmt of $7e5,936.64 oh.all ba paid as follc"x: $5,414.32, or more at pMrchmmss'n option cn orbofcre c�er°e yovwAber 1, 1973, and $9,414.32 or Moze at P= option, o� or before first &my od mac$ nuecee:diug CAl endar• month unt.3I the bmmlanCe of SMjd en=nt shell hM78 beet folly paid. The purchaser ehall pay $60,000 in IMt'szest on Deader 1, 1970 an;l $60,000' in IztSkQAt on .;anus.-y 15, 1971. it is gully Mgrbstvthe parties hereto th&t th® y>4unt Seat £trst]� qy1: sgrffiPh 2.4 shall bear interest is follcwLM4 .tS+ Iq;.;thC gerieda specified. =til Cctobar 1, 1973,• ze hareina4`t,&r provided, when the int6razt of Be per =nUM on seller's ?quity as barein set fo__-tn shall •ce' Period lntex'est actc z� 1970 togepte 3:�, 1571 TO.� octobeT 1, 1971 to � 330,11973 972 $60_0000 October 1, 1972 to Se-ptembax Purchaaear furtil?r sgreis to pay interoat on the dI-ILi ieh- in balamoo of Amid amo:ant' at the rate of ©® per MuMUn from ©ckmbar 1, 1973, Whichintteds�eaball be oodec"d From cscb ingtallment payern PLyment applied in reduction of Pzinciipal. Provicimd, howevar, that in the avant that tho groma rer.-- -tal5 from the property ®gnai or exc8®$ 559,000 per month for a periorl of three (3) consocutive month®, -2- Y•� 01/16/2001 17:58 FAX 7,��yw. 1 �i k � ; W the Monthly nayanente of grinci�.al and f.nterem� payu6le under this parasgraph 2.4'shall lmsdia'ely commannno and the amount of the monthly paYwrt2 swdjuet®d accordingly so as to uiartisc t�A payment of the entire balPnce at @W by Catcber 1, 1963- the event roes rentaale fron the 2.5 Fravidaod iurt3rrsr thmt in 9 proyart} do not equal $50,O00 in any 9 out of 12 month Period prior to ;etober 1, 1973, the principal balance of the &count set forth in paragraph 2.4 above ehall be decreaaad by th3 rain► of $100xinci- and smertized accordir.gly so that the antires balasace, both p pal and interest, wi13 be paid in gull on sag before Octe mr 1, 1403, All payments to be wade under this section 2. shall be made to Renton Hillside Propcarties in car® of TiwIS Gr-'ca•Dsv®l.opsrtasat Company at 1150 Soath Olive street, Los Ang6100, Wiforniis, 903151 or at much other glsaee ma the seller may direct in wk-ttipag. 3, closing Date. As referred to in this contract, date of closing' cshall be as of Octobas 1, 1970. 4. Ta_4.mo and Axffiesauaents. The purchaser as2i mea aD4 agraaea to pay before delingzLency all taxes anc! aeee osmatnts that may ass betwagn grantor and grants" hare - after becoma a lien on said real emit®: aV if bg then tmrMS of this contract the purchaser ha® asuumad paaymwt of allay saortgages, contract or ot`,or encumbrance, or has ascumed Payment of or agreed to puzCb9se subject to, any taLx0S ar asses w xLts nose a lion on. said real estate, the purchaser agrees to pay the s6L" a before: deelixnquezcy. Paymnt® . for taxess shall be made each mouth an pwovided in paragraph 2.3 hereof. 5. insurance. The purchaser agrees, until the purchase price I is fully ,p8id, to keep the buildings now and hereafter placed on maid real estates ' nsnred to , the actual cash value thereof againDt 1009 Or le to the ®esllasrgs k- both fire and Vindatorm in a coeapaany accept for the seller's benefit, aaa its interest may appear, and to Pay all pPemill- as heretofore provided a d to deliver all policiss and renewals thereof to seller. 5. Ong ction og pxemiseg. The purchaser agrees that full inspection of said renal eetaite has been made and that neither the seller nor itG assigaroshall be h®IC to any covenant respecting the condition of away imp thereon nor shall the purchaser or seller or the ae®igns of 0izhear be hold to any eovo-an.aznt or agresema9nt ;or aitera:tions, improvemcnts or repairs unless the covenant or agreement relied on is contained -3- A 4.; '�A'�'t�+i"i�•9°ice, i u 01/16/2001 17:59 FAX ;icrajn cr i� :r_ writins and !,ttaered to and ria:ie n rftrt of tkia contract. 7. Fa®k —, Lo$a and condoms Ztioss• -,ne purchaosr aSGL% eg a11' hazards Of a=aSm to or doatructie:s Of any improvemOnta new on said zeal estate or heresftmr Plrt he®s'aot. tmBr©cn, and of the) taring of paid rm8i a mtata or any dastsuiti�on or tNting for public ups; ar': agrees thmt rc such dR=9 o &hall constitute a failuro of coaaidcsrat{on. yr•cns® Any party of said real Catato is taker. for public uziee $otzPO-Etile f th'acan- of den,nation surd remaining after 'Pay flied se procuring the aE:mrd sahall be psyid to tho ssollar and a8'B am psyme?nt on the purchase price heallrein vn3aaa �thv mailer ele�e to allow the parchsssr to applrmstoratloyo! gasp oisspropt®��� d acrard to the rebuilding by such taking. In cffime o£ dcmago or dawtruction gross a peril insur®d against, the pxoceede of Guch izou ranoo rww�n�hall be lafter payr,ant of tha reaeonabla oxpenzg of procuring ths davot©d to thm raatorction or rabuilding of Such impzovamerte within a reasonable time, unless purchaser alOcorathsaid vyo- purchase coed© shall be paid to the selltx for application price hrrzin. S. 7seignation of Pro_pe� Fraser. p,rchasar agrees to appoint a property sasnagmr designated by assailer, until the monthly payments of principu.l tud intz"41t, to sp3cifiad in gwaction 2.: "re0f, ahe].l ice being paid, uTsdess the terstts of a Management Contract providi¢ag for a foe of 3% of one income month) The ter= of the 1�1ea�9ms-"¢ contract the gr Y• ®hall lac mvbjzet to th® mgprnval of 0911eer. Tby PXo�'tY �aga- mant Agr®astsuant snail pFov'�fle for on thi8ieantzget u8A.x�afZef� the payaent of tinzb mont_'ly paym an to in sect -ion 2 horeof, inzIuding rwse--vsa for 'nsuranc®.and tmx2s. Thm purchas®r •....;,._• , : ®hall provide nmller vith a roathly 2t0tt4=bnt of recalpt® and disburseasaents and an dual balance rapt inA fit a,,.d logo statem nt reflecting the oga$ation of the � the disbursamemts male parsuant to the Aa- &geammnt Agr`okent nee this Real Eatwta Contract. Ths sellor agrees, upon receiving fall paymsnr of the gar'chease price send interest Jr, the manner aJ`o`rc- i`i�' tc `sliver to ourchaEer a e=�d to said real estate, excepting Bargain and Sal® D¢ any part th�rao£ hereafter tacer. far �. lac uss, f=� o-` e"o's'z'- brarscae except any that may attach after the date° of clo®ing thµough any parrots other than the caller, and subject to itrefexz°ac®ohgh®in. in Exhibit 'A" attached hereto and incorporated) by -4- 01/16/2001 18:00 FAX Rb x I 10. gcaaaasesmion of Prsmisa-9 Mainten=ce a18 ni htm 01 7-A eta®?: Unless a d�fferant Bate is provid6d for herein, tho,pur^teaser shrill be entitled to posaseeicm of maid real cotats " of Bate of closing a::-i tc rctcin posaesmion so long " purchaaaa io not in default hereunder- The Prchasl x covan=tz to rt ikeop the buildings and gsounc3cs and other r-mit the use repair ©nd not to q®saa9', wmaate and not to use, or Pm4 of, the real catate for m^►y illegal puzp000®• Geller egl have det��ine the right to inspect tho property at re+asozaable t s tocondition whether puurchaser is maintaining the. property g oodand in at least as good condition as on the d'ta of execution of this Contract, reasonable Near and tea$ -OP, Vzdni f not, may require the puurcha m er to madee such repsire z >a as is necessary. The purchaser cove=mta to pcy+ all sorvice, installation or construction ;-,%a.rgas for ivats=, ems, alaactricity, garbage or other utility zervices fu.'nishcad to said x®ml ®stets after the date purchaser is entitled to Poa5a9mion- 11. seller's and Purchaser's Ricbts to VAX6 Cextfaia Psv02"a' 11.1 In case the purchaser failu to gal�a any pc.ymaat ba ain Provided r to maintsin insausa9xsee, as 3ao_oin required, th�a seller may make Bich payment or effect such insurance, anal any e.�unts so paid by the seller, together with intere.aat at the rate Of 108 per annum there,:n from date of payMBnt until repaid, &St&11 iota rePA" Zle by purchaser on seller's dwwmd, all without prejudice to aaay other right the seller might ha -a by r0A%On Of ,such default. 11.2 If neller's title to maid rsal astiate is subject to en existing contract or contracts under waich aeller iaa purchasing .said real estaeta, or any mor't4sge or other obli5ation, which seller -; to pay, seller sagr9ea to make such PaY=nthsain &ccaldnc9® the the terma th©zeof, and upon default, the p right to make any garments aecensary ,to remove the default, Mnd any payments so made,ahall be applied to the paymeato next filling due C_1:e seller under this contract. 12_ Dafault- Time is of the essence of this contract, amd it is asgrned that in cage the purchaser shall -fail to make asnp P�'� �Sed that - promptly at the time and in the raanomr besmin • Taquirod, or shall fail, after 15 days written notice to purcahaaaar, tO cOmPlY with or perform any other condition or agresmartt hezvcf, thm asellar =y elect to dec7"tre all of the purchaver'Z rights h©reundea ter- ainated, and upon hits doing ao, all Paymazts' 7° as by the Purch.azsr hereunder, includin^ pra[uaid intearerat, WA all iangro+=antt placed upon then real estate ahall be forfeited to the aellar as liquidated d=agea, aanet the seller shall have than right to re-enter nand teke Poaseesion of the real eetate7 and no waiver by the cellar of any default on the part of the purchaser shall be construedre as wa3ivGr Of any ouboequent default. -5- In I 01/16/2001 18:01 F 0 13_ conbent to ]� intmaaet o¢ i�ec®9�®®g. in the event of default by pia. aCgr, ytarchaaer hartby canes aont®, upon de s by surt to aolleaeller, tc tl:e.appointy.nont of. a receiver to be sppointOd by a codu�dic� ioniOftt-A rightsof pro4lta 4s�: the pros arty pmnding add the partik%0 14. aetorne °® Yeea. n ®®11er'r alsetion to bring suit to entosrce any cav%Asn't noo o. thin 66116t, fncludir►g ®vim to collect any ggy At, S eaZs� hereunder, tta� purchaser acgreee to gay r. r®a aedvl� an�a am attO Yam foss nd all cimclu@Omdd, i�nP0ny xu in prtde-feeion tenterod $n C ob rums If tho seller &hall bring suit to proeuza an adjuaiebti.oa of ° bto herouretr, STA Judgmsnt the tv=minat$on of the purchs�esx a ato a reasonable erase .as i® so attexed, the purchaser agresys to �Y attorney' fl fees znd all costs and unseal is connection with such suit, and alao the reaw-,Mb/e Coat of ®sasr'chi•rsg records to such Buie the condition of t!,tla ut the date a ch Buit dscset is com=nced• detewhich gums 9h®11 be inclnadmd in any judgment in such suit. 15_ !1ot�c�a- chlaar of all de=rAs, not1c110 or other pOporo Sarvicatica- upon puzof with �®®pCr t to forfeiture and ter�r►a � pze i$ r�tu-n receipt may be made by United Staten ma"" Po lstaragaeuted, directed tc: t`!c psrchfts'r at h addYeta lash own to U 3118r• . is. xantrfct.ions on sale or ,A581an=nt. sat purchases shall not cell, asmign,oi� Afez einivithautte �pziGrn th�,s eosltract t the Ilex al viproperty hosd'sver, that the prior wr;Ltten written coasell of Feller provided,ized for the asaig�mst of conse-nt o, seller er shall not be =eq+� the purchaser's interest in this contract to a& artpai rahiP i.n ahich ProfeosiOml Manivest, Inc. is the general IN WITHWS Wr--2 YOP, said corporati,, han caused this ia®tru- ment to be Gxecuted by its proper ©fficers thiz -Vo day of 197c - „� ^ .CA T rNs�cc� COMPANY' PROFESSIONAL )U, NIY3ST, INC. � By: 9y gest� ant Fresi ent BY:secrsta:y -6- .16 01/16/2001 18:03 FAX I . I -------------- 4. Easement and rights incident thaiato for water mains foot w1do strip of land' and mpourtenances over a to ncross':Parcel C CrAnted to tho City of RcntQn by InT:runefit recorded under Auditor's File No. 6532852. in So Restriction . s set forth in Died dated November 30, 1965, recorded under Auditor's File No. 59S9604 and Deed dated March.10, 1967, recorded under Auditor's gilt Not 6150334, as follLws: All electrical and telephone utility services and lines wbothcr part of Zho primary service connections to building Improvonant5 or other rf3lated facijitics constructed upon the land conveyod herein, or secondary serviced to othor building improvements or rajgted facilities and appurtenances, shall be constructed, placed ani maintained entirely underground.. (Parcels A and B) 5. Agrooment dated NovcmbcT 215 1969 made by Pugct Western, Inc., 6ampany"as Trustoof ownors and 7-,Nnsamerica Title Insurance Novicaber 2-2, 1969, under Audito; and City of Renton, recorded File No, 64383V, -nhCTCin owner a&TCCS to install at its OIAM expense " water rain rand all necessary appurtenances and SCCeSSOTiCS in Grant Street between 12th Place South and Puget Drive and transfers title thereof to the City Of Rent", and witcrein the city of Renton rgrrees that no person, firm or shall be Sranted a, permit or be authorized to .corporation tap into, k.00)aip unto or u�c any such facilitiCS OT 9XtCn5L0n5 arum date herOOf, thereof during the peri0d of five (5) years without paying unto the City of Ronton, in addition to Any and all other costs fees 2nd CILarces an amount required by tho.terms of this contract. All amounts rvecivcd by the City slimll be paid out by it unto Puget Western Inc. (Affects Parcel A herein and other property; 7, MORTGAGE: Mcrtgagor: Transamerica Title In5uranco Compwny, as Trustee; Mortgagee: Securities-Inzermountain, Inc,, an Ore on Corporation; Amount- Datcd: May 28: 1969 May 28, 1969 Auditor's No,: 6517071, Volume 45, ]Page 319; King Cd. seller agrees to continue to pay mortgage im accordance 10ith its terms. EXHIBIT "A" Page 4 0 01/16/2001 18:04 FAX fV Said mortgage Was assigned to Mtna Lifa Insurance Cara-jlanY by �ssionrpnt dated �!ny 28, 1969 yoccrdlcJ May IS* 1901 Under. CD Auditor's File'No. 5517072. tParcel A and B3 S. MORTGAG.'": Transamerica Title Insurance campany,•ns Trustee, Mortgages: Socuritles-interzountain, Inc.., an M;gon corporati-on: Amount $10 600 1 00010D Dated- Jute Zu 1968 Recorded: -June 21: 1968 Auditor's No.: 636625s, Volume 5669, Page 361;:Xin9.00- Said wort a was assigned zz Aetna Life.Insurance Camp=y bY' assignment gated June 20, i968, recorded June 210 196113. undar Auditor's File No. 6366H6. (Parcels C and D) sejj-�-Weegi t6 continue to pay acid mortgage 'in aoi;x azce awlth 'its t-Si7m- 9.' ASSIGNMENT OF RENTS ANDLEASES; samorics Title Insurance CoupAnYp as 'iyustee. A3si-nee: Aetna Life insurance Company; Datak: Way 23 1969 Rrcor- led: FSap 2E, .196 " 9 Auditor's No.: 6517073 (parcels A and B) Ia. ASSIGNMENT OF RENTS: Assignor: Transinerica Title Insurance COmP'nYs as Trustee; Assi =: Aetna Life insurance Company; Dated: June 20, 1968 Recorded: June 21, 1968 ka4itOT'S No.: 6366257 (Parcels C and D) 11. Security Agreement dated Jude 20, 1968 from Transamerica Title Insurance Ccnpany, as Trustee, mortgagor, to Aetna Life Insurance Company, Mortgagee, recorded june 21., 1968, under Auditor's File No. 6366258 Creating, additional security in 'personal property. K-rcels C and-D) 1Z, ?inancing st-ite=cnt oxecuted by Aetna Life Insurance Company, SCCILTed party. and Transancrica Title Insurance Company, as .77ustce, debtor, covering veTsonal property and fixtures located on the property herein described, filed May 28, 1969, under Uniform CommcrciaI*COdc NO- 106765.- (Parcels A and B) ZXHIBIT A. Page 5 a 01/16/2001 18:05 F COMP411Y LJ- 13. Financing ixecuted by Aotna L ns=erica Title Ifts secured PaTtYo and Tra 3;OnAl proporty F-Od fixture-9 110CIL" I d covering PDT 1969,Jdcr Trustee; debtar'D Eiled may 28, o,, property herein d""'bed 367. (Parcels A A6d tho Uniform COM,-jercial . code . 'No. 106 tatemcnt 07:0cuted J�y Actno Life Insuy4ftea. C612prny . tad. 14. iinvnclng 51 ic& Title. InsuranCO. CQS�Panyg., ASd partyi-an4 Transamal Y. and 'fixtures Accasecure I debtor, Coyeting per$07112'1 VTOPert n,: 19699 under Trustee, .rain described filed j an the Property he �Coq Tu, Parcels, C and D) (:ode No, S2271. a 3 Uniform COMMOTCi3l. lxeruted by Aetna Life InsuYanci conzym 25. Financina statement C ospozy j &Z A f ixturr A party, and Trans9mcYica TitlQ'1z5UTPnr-*'C _ S,." securc 1peTty ar. Trwtec, debtor, covering PBTSOA21 'Pro filed Jun& 210 Igoe located on the property hcrbiz described, ' under,UnifOTM COMMCrCiOl Code No 52873. CCOVOTSPar"15 C and D) VOTE: in the slam of.$87,5311.oa have been paid. .1970 taxes I- 202so5-9117-05; ccount. yos. 102305-9115-07; 2o2305-9116 t7ox A YeXty herein describeld and other ZL7395-9118-04) (Covers pro property) jUts Jwp-nts, restrictions and �.on 16. gbts of tm,qsess" and easc= nan reservations of record. -eA 141 111Z-�� 64 A, A ZXHX21T 'Am page 6 k! 21 � I N 01/16/2001 18:06 FAX F ��,t�/,.�h � /, lCl�•Y�yl f 1 4, t � r t nl f� �.,.�I�1.i .1,�% �In ,' i PERSWAL PPZPZRTY All furniture, fixtureel, sand other pernernfil. property owned by sell, r and located on the real property CQMMtM yy knowra.;aa :the Thundearhill Ap�artmenti, the legal dauesiption 9f ert�i Ch La met . forth , i- .� i 0 Exh:.bit '11" attached hereto, inolnding, without limitation,"4he followings { 1. Pange s, refrigerators, diahwasbers, dispoca<ls, and ,carnets locatea in 166 units aituated all designated parcels . as A' And A Exhibit "A" hereto, attached mpr'e particularly dascribad .fn the Statement aza ee�curity Agreement dated Kay 20, 1969�! fLlasQ ' Ift'inancirg with the office of the Kiting county Auditor under vnsfcrz C zcial Code No. 106766, together with all additions or substitutiamg Said itami2©d lint of personal property described in said inratxu- . ment is incorporated by reference herein as though get jogth in full. 2. RAngas, refrigerators, dial ashers, djaposaaia, mu8 cys is located in 160 uritm situated on pascela desi9Mte$ as C and D In Exhibit "A' attached hereto, seems particulsrly dvOcribed In the Ftnan- ling Sta `.eliient filed June 21, 1965 with thg of:Cice of the Xing. County h\ ditor under Unif arm commzercia3 Code po. 52672g�ecwrlty Agreement recorded under Auditor,5 file no. 6366258, together with ' all additions or substitutions. Said itemized list of PDXHOnal property is incorporated b`l reference h,erein'a8 though met forth in full. 3. Additional furniture in the apaxtments, fuxn-Iture &M supplies in the leasing office, and maintenance supplies, in accor- dance with the attached list. EXHIBIT "B" 016/020- 01/16/2001 18:07 FAX Y f rnf'NPrIFz •"}M , FJy�t,�. r'��7� - - f M r �l:a R� - •Wf 1'.J�I �{jy 1�,r.J.t •� K�•e cr .r 1�er: l� G,t J �' «n"�.. . l' •,(. � •4 r%, . 4 . r'.r ��! �� I •G� r' . '.;Y,C M. 1`lj'•Ma, l.�i✓p � — 1 f. \. '1 v: / l I � s7yJ.ft(,( 7'�1�' s�// : S t ��} � � Y . � , ^ 1 r .l J- t' F-- yl �, Jt {. i 4;. «J+ S+J rf. • '.I. )� :R t �.f�.f�}"�vi ''•k. �1 ` '' J.. ,.%, , ./i �,A ; / ,, f{� �' .✓. .. •Mrs •\: • '' ar R.r �.,rvrW. ' .e , , . . '' !' .. ..,6_�..,+.�. .w. n..r.....r.......« ,.... ...riw.1J.�,....y;• un-.r. i�:'Lrr, ,», •ar«r,r.. :. o.y.. Ufa ...':, :: f i•. Y. �• � . te'ales (With 4 elo�iri �e�'•. • '; ""'� ,' . 25 Softy @a Rfghc etmndP + i 50 :u3 :Whits �9 dragaars Vitt, mitzora Zg coffee Csbles A.. rda With mAttra®®so' 3Q a.tial� +� laApm bat© With mcttrae�ce c4�axa ssin Office purniture ma9 SutD3sY+�e �— - . S ewi�rmi aft$ee ebaicrm atma3�4+¢-i�g and eheira AZ? vS®}rI-cOYersd � = 1 f Ole c abius to a"'•l vaeyo�a eleaner9 2 Zvxe" uprigiiz • Z 4olslec fikc :>, ei� 5 a de91r. jilea 1 miE;cc-2ypa rer,igtrecos r'�•.a I largopap** cutter '' ff t CGIzee b-•�O tup 'D°C pye,- lmmp (one file atanal ,.. �'K� • r 2 enll eeande l Imp `>1' 6 ledger czTd files ; . S tYpVw7lter (Z wmaualr 1 electric) � s ; 4 3 adding raci:�lnes j 1 a rs9�an leasing �Chiele-(e:loctTie) liem SeEC�Stisc -e a �;, ,• p l:onCrs�csy a.r8 gmsol4ws-C:� 1t��A mcsse�ra ti � ?-9 ea4aeal Ouaicmmc 6a®alias-AriveCn cart p 1 bzmvy duty Vance) Tmcu'um cieaaar r; ; 1 vy duty n*.p®sCaenc io�ger . 1 bazvy d ltgr au�p`P�"P urb ao Ubovela Tickow rakQ.e� &lis'ellareous too19 autd equf�=ea., e $sna tools, etc. e . PAGE TWO :3131T • 1 1 iv _ .�_ may. t-•_ ,t,J,' �•�:a�d•��•._. ,�i, .p...j« A: ?, .il,L•q•.= M.i 'Y'•.1. 5:... fti�IK. .. .,. _ a. r .. _.... ... .._ ... A "0rp71T-0- 20 01000,w p1; ..0!" '.', !1 "4 f S C R 1 P I D N 43) or 0' he SoUE11Wcst -Z Oi 5ce P bed zs folltms: 5 6'scr" said st!ctiolll C01--ne�neCOr"er -e aL the t'e.c 0;;d thence ljortilcasterly mir,,ir' oLDC115011 -R 'Qcjf 344.83 f-Lct to a point or, thel; she t:orthC,.M,tC-rly trZt3ih Or thence -)out,I-, 16.0're,561, vast along, f 439.37 feet to� 4 pcinC on 010 SouthlMstorly Mrm.,- road rj (JiStaucr- 0 trL -tczy as -recorded. utader 0_ -of .1, s rip 'V113c roller Admimis t of B01111L 241106; arls File 110. 3292927 and No. 3 of 1692'�169 At�jer"Cv South IjV35'54" Fast along, said marStin- a distance point heasterlY 1qn.i11 of ruget Drive 2 feet to a point o" the Nort cr cf whicli bears 50uth a curve - the cent b . in a to the right Is 6 1 . A_\56).6153" Hest, having a radju of 33.23,feCL; of 1(�4,112 thence Easterly alow- the 2-re of said curve an arc feet; e sot tth 70*53'47" Ens,t 010jj6'the'rorthcaster1y m0-t9in of ruset thence feet to the 1'ortbWcSt0T1Y "Zrg'n of CrZlttt Drive, a distpnce of 90.93 Avenue South; East alorZ said wzrsin a distance of 303.37 Chance Vortll 1150'23" Bonneville po"Icr feet t,) a point on jjortbc^stcr1yforFin or s xjrht_of-.u,-,y-,n_s recorded under Auditor's file E0- Adminism"kLioll' rue poi;it of beq.itminy.; 3292927 aiil 'No. 324j.106; Sgid pcilit.beirm Ole t therce IZOTLh' thence '52*35'54" Vest a rjjst.)j-.cc of 371.95 feet; oilit on 1;ort'3 26*09'13" Ease -1 d isti2nce of 365.51 feet to 0 P the SoubW0StC'r1Y r-ITSt'n of T-Lb'cy Rold; of 123.2 zrnir a distance thence South 57*03'2'�" Eastst z"on- saidmwrgill of Grant Avenue South; fact to L POillt on the KlorOIAR--scelly of 534.2S tbrnicc Smith 1*50'23" liest along. ' said wxzIn a distance feet to the try Ic point: of begilmix'r" t porr.jol-i of the Southwest k of section 20, Township 23 NOVO'. R, That 1 5 'East, 11-M., described as fC110-.'5: she p quarter corner of said Section; commmoing it - es L t.en ce 3c,*10120" East aloM tlip _ East-j-?cst centerline a d',?15t0ncL- 0to a pomit an the 1'0-rt',-%ez:ster1y wrain of 13mison 'Fo,::e; 'Ort 3/i4.8S fact 6.10;5-511 Est along; the N 110CStOrly torgin of Said thence South I the Southw�sterly =rSi-.1 xoaa a ai$tor,.-c of 489.37 feet to "I Point On of Bonneville 1,ol-jer ;,drainistrOtion's right-cf-VOY as recorded 3241106; No. 3292927 and Vo. Auditors Filc thence South 42 25'51," East alOIA3. said=--:g'n a dislance of 327.77 point of be,-,iiming,; feet to the true: PC sold narnin. Z CJJS'�aLICC thence continuin- South 4203�'54` Last alO"-- of 777.60 feet; 39 16156" Vlast a'.6istance of 51.2.20 feet to the North- easterly mnrGin of lip, said m3r&in a distance of 451.46 thence Voz:th 1.6*16'56" Wc5t 110 Meet to a point of curvature; the riAllt, the center of .which bears Vortl, r.thelice MI.Clig -I curve VC to FXHIB'IT "A" Continued %rage 7 7, I 01/16/2001 18:09 FAX 0 A oi43'0111' 1"Art, 41QVin:; D radius of 20.00 feat, an 4Vz dLQtCL"CC; Q* A.39 fcc,'t to 3 Point Of COUNP01111d curvotUrC 0" the qoIlthnnsterly ln3.rgj.jj of taglcrida Drive; Cllce tj_ tzar ,%lollg , 3 cu-,vL. to the left, the center of wb(::h 1:�Ozr!: 97*&9'09" WaSC, h_j_ngr -. radius of 23C.P0 fc,&L, all arc di3L411ce or 112.69 feet to the true point of beDinn).l1g; rAK-il. C; T?t . ;t -Zort!nti of t)IG h'c.-t 112 -of. Section 2A, ishir '%'r7 03 e.cscribcd as follows: Boginnin,r at file WC,Ct corner of said section; thence Nort'i S9 alone. the East -Vest centerline there -of r7ect to tilc NorttAeastcT3.y line of.P.ormcNillc rover rcr.0'Tdcd xmOar iuditorls File No, 3292927; thence South 42 ,$154" East alongSa id porthra.%teirif 11ne I ).q2 16-1 feet to tile southeastcri). rarpirt Of Pu:jot Sound Povor 74 Lit-ht Corpan)"s 120 foot Sight -of -ray as Conjainec! In irm-.run=nt TCCOT91CCI uitePT Auditor's File NO. 5697370; tll.-ncc %07.tll V@11917" East alonr.. said Scattheisterly rarr.ln 194,11 feet to the I -rue Voint of rier.inning; thvn*ce continUin& North 74'3211711 East 40ni: said S0U"%e.'L stPr1y r.nrrin 597.40 feet', thtncc south 02020159" Fast 28.75.fcct; thence 501it'll 2b"52114" J-.ast 173.19 feet', Zi3clice SP tth .34*113137" bast 133.37 feet to .1, paint On. -the ',Vyth- vc!zicrly line Of PLIM"cVille rCVCT Aer-inistriticnall. .7-i,-ht-0r-v."Y as contnim-1 in inStTVr.'CZlt rCtcrece-ui.ecr Auditor's rilr NO. 3ltJM76; thclicc �Iorn sakiNOTtIll:cstcrly line, i;outh '.12*42IS6" t7rst 1 3inc Of PTO%;)-'r Ethier pond: �Cot to a point or, tlic thence .1.arth 5760-2C),, :test, 13onr ,aid Nortici:;terly 2j,je 73J.74 feet to zl point of curvc; thence a1071r. 8 curve to tit' rirllt A "'no feet :n arc jjStz.,1lcC of.36,16 Acct to n point en the .1 )JIle of z;1c3ice ';1'artjN 46026'50" EASt, alone szlle Southeasterly lire,0 feet to the Truc point or.bcginninC. D* TIAt portion of t',ja Southwest quarter of Section 20, Township 23 North, Range 5 fast W-M., described rs follows: Beginning at the Northwest cor-nbr of said Sourhwrzt quarter, thence North 99010'20" East Along tho North Una thereof523-33 feet to the Northeasterly line of somoville Pckmr Administration's right -of-_- as recorded undar Auditor's file No. 3292927-, thence So�rtK 42'35154" East along said Northeasterly line 495.97 feet to the l.ntersection of an arc 0-A a curve ou the Southerly. line of Prosper Ethier Road the radial center of wbich bearr. South 25*23'53" East 160.99 feet Chance along said curve to tha right ar, are distance of 1;53.69 feet; - thence continuing alonj, tha Southerly lino of said road South 570OP-12611 Fast 640-.34 ect to the txDrChwcstarly Una of EXHIBIT 'A' C .ontinuod Page. 'A J� 01/16/2001 18:10 FAX 401�0/020 A Y t 14- 4, onnevills Power Administratior.•s right-of-way aij...recorded.under f ®Audicor'o rile No. 5178076; thence, Sot:th 22'42156". West Along avid Northwisteily'Jinq,296.07 goat to the Intervection of the Nertheant lino of lon�bvilla 0_r I -,zr rjght-of-way as recctde8" der Audi s"Itrirle,ft ;1292927; un tIP thenc'e Horth 42*35'54" West along said Nortzi I Uns A . . ; - �4, i."tance of 856.85 feet to -the true point OE "in Situate in the County of King, State off, Rae'hin �oA 3 Easement and rights of incident thereto for Sanitar y Sewer gTuask lines and ap urtenances over th6 Northeasterly 5 feet c;f'7pycal C and other property gTanted to the City of Renton b instrument TCC I No. 5937434.1 y recorded under Auditor's File 2, Easement ana rights inciderit thereto fZr ingress and t9ress over and across Parcel A as disclosed by instrument recaydOd eler Auditor's File NO. 6517071. t.." EisDPG nt and xights7_ incident thereto for water nine and appurtcnaAcas over a 10 foot wide strip of land across Parcel A granted to the City of Renton by instrument recorded under Auditor.'s File No. 6519042. ZXHIBYT 01/16/2001 18:11 FAX 0 � l'• J ��� p. .r•; "",^ry4ry+� 1��91.w"-', .a<i�r.;; It �t{� rfiA•!',':.•' �,7Y�jFcti'"(aejl'afk.i.ti-.t,1'•'VI^�.�•°i, .) •�L•,�1 ; _ ..'•-rj,,r'',yM,!Jl � '�•I AID, • •,� • • YI R•� �+.'� , � �.. . � j r;; ',•k 1 .1d.. i i:�j.Y..7�J:� jy� 11 1 �, I .. ta•(i r�t -;; fir'/ r17� '•'1 -�d F.s% ILL :R.F f;ZM% 1L us DEPUTY .. k .�1• is rs { O' ,' alF•� •/ rM TPA.. 4i.1� • ai� ` - / �.6�`..r�f ,� i . • ` /� � /�1�s�+J-�-K--cam"' ' ry I L i'; ' r - .70 L,:Y•" o !6^^ aJ �' Jar • �•• F ri .a'�i. .�•4ft,�' •f, :1"� t {+�•t��,11 '�:."i�r..:� , � „ter Ir11. '�`4•;' 1l,, • ! ^• � •�` •, �J �M V./. _ `'1:'1• •' •. • ' `� +r.Yj r a. :^S '•... �'1:'. •�.::r' h�v •` .,p,... -I�•:l:l. '; •!'!, °:�'• "y t ' �C.-••'.'• �J '^� .. i . i •1� n. • .. ... . • -- • _ •: ...C^: , •t _ 7 . ...r7G; u R HA.MMOND COLLIER WADE LIVINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Narne: � ' q ./�0t - 1 Firm: Location: Telefax No.: �• `i2 SENT FROM: Nanic: 1 � TOTAL PAGES: U _ If yoo do not receive all of these pa-cs, please call as soon as possible. Thank you. C�mr�zen.�s ❑ Original will be mailed. ❑ Original will not be mailed. m di --)�-- t Date Transmitted: l� Cr 80/TOd Lt60 ZC9 90Z=QI 3711vas 'IMOH ZT:TT TO-so-ei �� �'• Z � �,1 � Z� � l i� ;� 1, �' m ✓ i I �zt5,0--, -,--N 80/Z9d Lt6O ZS9 90Z=QI i 3'IllV3S 'IMOH ZT : T T TO—SO—OT JSC p AJC/2A4-. kCr=�"T`� o F (p �i Z ,1 S4 S i 1 <�_� IS + i2. ,4,C .2 i (,Irvlix o , Ilk I-- ea/sad Lt60 ZS9 90Z=Gl 2IIIV2S IMOH ST:TT TO-SO-OT 771 a 1 6--1 Yov- tu1-- -05 - r J 41` P t! m _ k 4c fir, 00 cvj- I f Cd /f i ! 7 1 ---&i r. 80/b0d Li�60 Z�9 90Z=QI jg- Z71 i C; U 3'IlIV39 'IMOH ,ET : T T TO-� I ees 471 -Z /� ?0 5.r- . / 6 "' /Z " ) A 7 Ot 0. Cey r�, (sw��J) x e4 5fil 4 U� --o 31 �il�s'�'�c C,'� �i�l ��-, �Cl�-%✓, t_ f G r �?'a ` .> 'r R id Lb60 ZE9 90Z=QI 3'I. iVaS 'IMOH bT : T T TO-S 77L 7L- v;f% L�F - oc _yj 17- 1 E) / 9 19 d f-LJ "� Lt60 ZS9 90Z=CI 3111VRS IMOM tT:Tl TO-SO-OT �, 7-& Art e, .5 C 4� YAWH 4.gn I I SG/LOCI Lt6o ZS9 goz=GI 311lVag qMOH VI:TT TO-SO-OT ` O 2-, -t-l'o X" ClIf 90/90d LV60 ZC9 90Z=GI 371IV99 qMOH ST:TT TO-SO-OT -4-d AV o Lake St S ,-ESTABLISH 10' DRIVING SURFACE EDGE OF WASHOUT NEW ROADWAY FILL MATERIAL, GRAVEL BARROW CONFORM W/ APWA/WSDOT SEC. 9-03.14(1) --I S STA 7+25 STA �+0 %Nt BOULDER WEIRS:: SEE DETAIL' APPROXIMATE LOCATION OF ORIGINAL ORDINARY HIGH WATER MARK EDGE OF EXISTING ACCESS ROAD EXIST. STREAM BANK DO NOT DISTURB ORDINARY HIGH WATER MARK (OHWM) APPROXIMATE DEPTH OF OHWM IS 0.7 FEET AT CENTERLINE CREEK STREAMSIDE ROCKERY WALL PER STANDARD DETAIL 5 -X i ORDINARY HIGH WATER MARK NOTES: EXACT LOCATION OF BOULDER WEIRS TO BE DETERMINED IN THE FIELD BY ENGINEER. FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS SEE . STREAM RESTORATION NOTES FIGURE 1 THUNDERHILL ACCESS ROAD REPAIR STATION 7+00 ROAD WASHOUT REPAIR STREAM RELOCATION �ti o 10 20 September 14, 2001 T� 1 „ = 10' J t -t- A '-1 + OO NEW ACCESS ROADWAY SURFACE, SEE e C5 12" MIN BACKFILL WITH GRAVEL BORROW MEETING APWA/WSDOT SEC. 9-03.14(1) `` { 2"-4" QUARRY SPACES � (1' MIN THICKNESS BEHIND ROCKERY) BOTTOM TWO LAYERS TO BE 3-MAN ROCKS EXISTING SUBGRADE NOTES: ROCKERY HEIGHTS ARE NOTED ON THE PLANS. EXCAVATION LIMIT BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS, UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18"-28 O -to 1 1.3' To 8.3 STREAMSIDE ROCKERY WALL 2 1 NTS A < �00 S,, c 1. = 2.71 33$ SIC, f3to CG,aS441.. �'a Y � CJ� �f'ue •c 5 Z Z Cv �$ Li � � ✓2 x Scuff+ rocks = s cv�e�s Cecck, L1 Sq�ra�oC'4c.^•_ oa � Pw.�c,� pnal� rzvc�c �,.�C.�a, � lea coaT2�� 21�o Salt ac.cW SEE DETAIL C8 FOR ROCKET 2-MAN ROCKS i 13 2' MIN 12" TYP. EXIST STREAK t ROADWAY RESURFACE PER STANDARD DETAIL EXIST. ROCKERY, REMOVE ROCK 00 AS REQ'D TO INSTALL NEW BRIDGE =DGE EXIST ACCESS ROAD I ABUTMENT AND REUSE ON BANKS I OR STREAM BOTTOM W CB AND DRAIN I 'E. SEE PLAN I T ( 8+ L p, +50 p„ S _SS ROAD .:•.:. . -. -. •tr Rr►!� �J ORDINARY HIGH WATER MARK OF TWIN 36" 0 RCP ANEW BOULDER WEIRS (SPACED CULVERTS 15' APART) AND "KEY" INTO �5•T!P• \ BANK. DOWNSTREAM WEIR TO HAVE BURIED BED CONTROL ROCKS. �S W)` (,41NSTALL FINE MESH JUTE MATTING, � �F JL `; '`Jy�S FROM TOP OF BANK TO STREAM \�+ , � HIGH WATER FLOWLINE, 3 LOCATIONS NEW 48" WIDE GLULAM �5 PLANT WILLOW, SALMONBERRY, AND BRIDGE WITH PIPE SUPPORTS RED —OSIER DOGWOOD FROM ON —SITE MATCH WITH EXIST GROUND, TYP Y, STOCKS, SEE STANDARD DETAIL SEE STANDARD DETAIL _ 9 NOTES: OU n �A IF THERE ARE NOT SUFFICIENT ON —SITE PLANT STOCKS AVAILABLE AND IF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL IMPORT, AT THEIR EXPENSE, ALL -s� NECESSARY PLANT MATERIALS. FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. —ORDINARY HIGH WATER MARK (OHWM) APPROXIMATE DEPTH OF OHWM IS 1.0 FEET AT CENTERLINE CREEK 0 10 20 1" = 10' FIGURE 2 THUNDERHILL ACCESS ROAD REPAIR STATION 8+50 CULVERT REMOVAL UTILITY WALKWAY BRIDGE September 14, 2001 ROADWAY RESURFACE — E0_4Zj -- , 5' IN 0 _ INSTALL NEW 3'�-- `' HIGH ROCKERY `\\\\\\\\\ TOE OF BANK-\\\\\\\\ REMOVE\ AND, (NS'RO'S OF EXIST.\4-8"\STEEL \ CULVEK RIB NEW 48" WIDE GLULAM BRIDGE WITH PIPE SUPPORT MATCH WITH 3 ap �Sa 85 ` EXISTING GROUND, TYP "PA NOTES: nn190 INSTALL NEW ROCKERY ON EAST BANK BETWEEN $5 STA 10+36 AND STA 10+70 AND ON WEST BANK +\� rx BETWEEN STA 10+30 AND STA 10+50. MAINTAIN A MINIMUM STREAM CHANNEL WIDTH OF 5'. INSTALL ROCKERY PER STANDARD DETAIL FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES. ORDINARY HIGH WATER MARK (OHWM) APPROXIMATE DEPTH OF OHWM IS 1.5 FEET AT CENTERLINE CREEK 0 10 20 .R. TO 1 " = 10' ORDINARY HIGH WATER MARK A \ \ INSTALL NEW J HIGH ROCKERY ® TOE OF BANK PRIOR TO PLACING JUTE MATTING AND PLANTINGS, TYP INSTALL FINE MESH JUTE MATTING FROM TOP OF BANK TO TOP OF NEW ROCKERY. PLANT WILLOW, SALMONBERRY AND RED —OSIER DOGWOOD ON BANKS FROM ON —SITE STOCK. SEE STANDARD DETAILS FIGURE 3 THUNDERHILL ACCESS ROAD REPAIR STATION 10+50 CULVERT REMOVAL UTILITY WALKWAY BRIDGE September 14, 2001 NEW ACCESS ROADWAY SURFACE, SEE 12" MIN BACKFILL WITH GRAVEL BORROW MEETING APWA/WSDOT SEC. 9-03.14(1) 2"-4" QUARRY SPALLS (11' MIN THICKNESS BEHIND ROCKERY) BOTTOM TWO LAYERS TO BE 3-MAN ROCKS EXISTING SUBGRADE NOTES: ROCKERY HEIGHTS ARE NOTED ON THE PLANS. EXCAVATION LIMIT BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS. UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18"-28'. r3-") SEE DETAIL W FOR ROCKEI 2-MAN 2-MAN ROCKS 3 �EXIST STREAK MIN T 12"YP. T STREAMSIDE ROCKERY WALL 2 NTS lyNv / co EDGE EXIST. ACCESS ROAD 'PAP JA; . h., T. r -- 10" S — —— -- — �T /--—--——— — — — — —— — — —� INSTAILLNEW 15 FT. LONG/ x 4 FT. WIDE / / WALKWAY BRIDGE, / \ V \ \ \ \ \ }gD%AR)X pNG \ �\ MACH WGROUND// \ \ \ \ \ \WATER\M�ARK \ \ BOTH SIDES. EMOVE AND DISPO \ \` \�\ \ \TYPICAL \ \ \ \ EXISTING 48" 0. CMP CULVERT AND WINGWALL REPLACE EXIST. 8" WM WITH NEW. VERIFY EXIST DEPTH s�k r,ti ' Z Q co / Q AND LOCATION PRIOR TO NEW •. �� Lam° = 5 CONSTRUCTION NOTES: �'',o t \-P air."}�ySk'� INSTALL FINE MESH JUTE MATTING ON ALL DISTURBED �'coG `1 �,� AREAS (EXCEPT PATHWAY), PLANT WILLOW, SALMONBERRYjA �& , AND RED —OSIER DOGWOOD. s FOR CONSTRUCTION SEQUENCE AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3. FIGURE 4 ORDINARY HIGH WATER MARK (OHWM) APPROXIMATE DEPTH OF OHWM THUNDERHILL ACCESS ROAD IS 1.0 FEET AT CENTERLINE CREEK REPAIR STATION 16+00 CULVERT REMOVAL AND NEW PEDE 0 10 20 STRIAN BRIDGE September 14, 2001 1" = 10' EDGE OF EXIST ACCESS ROAD CLEANOUT IN MH LID - -� � I STA 11 + 0 -1 I I \\\\\\\\\\\ REMOVE VEGETATION AND INSTALL NEW ROCKERY WALL ON EXIST SLOPE FOR STREAMBANK STABILIZATION. ROCKERY INSTALLATION W/O EXCAVATION AT TOE OF SLOPE. c.. pay �JIx w Jrti � � So 9S Q } ORDINARY HIGH WATER MARK (OHWM) APPROXIMATE DEPTH OF OHWM IS 1.5 FEET AT CENTERLINE CREEK FIGURE 5 THUNDERHILL ACCESS RO, REPAIR STATION 7+0 ROAD WASHOUT REPAIR STREAM BANK STABILIZATI September 14, 2001 NEW ACCESS ROADWAY SURFACE, SEE e � CS 12" MIN UZI BACKFILL WITH GRAVEL BORROW MEETING APWA/WSDOT SEC. 9-03.14(1) ♦ ' 2"-4" QUARRY SPALLS (1' MIN THICKNESS BEHIND ROCKERY) - - BOTTOM TWO LAYERS TO BE 3-MAN ROCKS EXISTING SUBGRADE NOTES: ROCKERY HEIGHTS ARE NOTED ON THE PLANS. EXCAVATION LIMIT BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS. UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18"-28". STREAMSIDE ROCKERY WALL 2 NTS A SEE DETAIL CS FOR ROCKET 2-MAN ROCKS I3 EXIST STREAK NEW ACCESS ROADWAY SURFACE, SEE e � CS 12" MIN BACKFILL WITH GRAVEL BORROW r MEETING APWA/WSDOT SEC. 9-03.14(1) 2"-4" QUARRY SPALLS - (1' MIN THICKNESS BEHIND ROCKERY) ,• BOTTOM TWO LAYERS TO BE 3-MAN ROCKS EXISTING SUBGRADE NOTES: ROCKERY HEIGHTS ARE NOTED ON THE PLANS. EXCAVATION LIMIT BASE ROCKS SHOULD BE DROP SEATED INTO QUARRY SPALLS. UNLESS OTHERWISE NOTED MINIMUM ROCK SIZES ARE TO HAVE AN AVERAGE DIMENSION OF 18"-28". STREAMSIDE ROCKERY WALL 2 NTS A SEE DETAIL CS FOR ROCKET 2-MAN ROCKS \I3 1 rEXIST STREAK �"�:•�r" `"_Iasi 1 r CITY OF RENTON „LL Planning/Building/Public Works Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator April 26, 2000 Russ Snow Hammond, Collier & Wade — Livingstone Associates, Inc. 4010 Stone Way North, Suite 300 Seattle WA 98103-8090 SUBJECT: THUNDERHILL ACCESS ROAD — REVIEW COMMENTS Russ, The City has reviewed your latest submittal for the Thunder Hill Access Road Repairs. We have not received drafts of special provisions for review. Are those forthcoming? We have the following comments or questions from our review of the plans: Sheet C 1: Is it possible to add a second post, three feet from the westerly post of the gate? If possible, it would help to anchor the walkway to prevent the potential of vehicles trying to force their way around. I would also like to add a note to the detail to specify that the gate should open to the northeast and that the gate "at rest" (by gravity) should settle parallel with the road. This will allow users to open the gate and let it settle open rather than have to hold it open as they drive through. Sheet C2: Either on this sheet, between stations 10+20 & 10+55, or in Detail 2/C6, show an approximate location for the placement of the maple stump. It can have a note that provides for approval of the City as field conditions warrant, but we think that we should provide a starting point. Sheet C4: Provide a note for gate, similar to C 1 that allows for the gate to stay open as we drive through. Sheet C5: Detail 4/C2 does not appear to provide enough information. What is the contractor supposed to do with the westerly bank? Do they dig through the slough to relocate the flow, then construct? Do they build the wall and weirs and let the stream cut its way through the slough? The downstream boulder weir is shown as cut into the westerly bank with no indication of what has been done to the bank. Do we need some sort of construction schedule on how we want the contractor to go about repairing the washout and relocating the stream? Also, the note by the upstream weir (6' Wide, Typ.) needs clarification. What is supposed to be 6' Wide? We did not receive clear response on a couple of questions we had about Detail 1. First, would you provide confirmation that we are going to have a good bonding between the existing roadway surface, the geotextile fabric, and the new road. Second, are there any drainage impacts on the uphill side of the new road? Are we creating a 10" deep open channel on that side of the road? Are we going to have to create places for the water to go? Sheet C6: On detail 3/C2 you delete the quarry spalls behind the rockery. How do you plan to fill the void between the wall and the existing bank? Don't we need something to fill the voids of the two and three man rocks? Also, in Detail 2/C2, the leader from the `remove material' note should be rotated so it doesn't cross the other leader. 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50% recycled material, 20 % post consumer April 26, 2000 Page 2 Sheet C7: On Detail 2 please show a portion under the new road as native. This detail gives the impression that the entire width of the road is import and we don't believe that this is the case in any of the road repairs Sheet C9: We found this sheet a little confusing. Please revise the Plan View to suppress the existing water main and identify the call outs as `EXISTING'. Show the proposed water main relocation, including dead -man blocks, in the Plan View (see attached markups). Change the note on the Plan View to `RELOCATE 60 LF W/ NEW 8" ...'. The note, as is, could confuse someone to think they are just supposed to reuse the existing pipe. The water department would like to see: • 4' deep and 18" wide dead -man blocks, • Four shackle rods out of each dead -man block, • A minimum of 2 feet clearance between the bottom rock and the casing, • Show elevations of the stream bed and bottom of rockery wall, • Three spacers per section of pipe. See attached special provision for casing spacers, • Call out size and type of pipe as shown on marked up drawing, • Specify 18" Outside Diameter Casing, We also need sequencing for the removal of the culvert. Do we allow or require the existing culvert to remain in place as a bypass during the relocation of the water main? Do we require a new smaller pipe to be used as a bypass while the water main is being constructed? Do we give the contractor a choice? Also, to keep you updated on where the City is on this project, the funds for the Thunder Hill Access Road Repairs have been reallocated to other projects that have risen in priority. We will not be constructing this project in 2000. Our goal is to construct next year, so we will keep the project moving to assure that we complete all necessary permitting as soon as possible. If you have any questions, you may contact me at (425) 430-7206 or at mbenoit@ci.renton.wa.us Sincerely, Michael A. Benoit Wastewater Utility Engineer Enclosure \\CENTRAL\SYS2\DEPTS\PBP W\DIV ISION.S\UTILITI E.S\WASTE. WTR\Thunderhil I\HC WL06.docMAB:I f Page 1 1 Urn CITY OF RENTON ♦ 1055 S. GRADY WAY Nivo� RENTON, WA 98055 VENDOR:083603 UNITED REPROGRAPHICS LLC 420 DEXTER AVE N SEATTLE, WA 98109 FOB Point: Terms: net term Req. Del. Date: Special Inst: Bid Plans/Specs Thunderhill Access Rd BILL TO: Req. No_: Dept.: PLNG/BLDG/PUB WKS UTILITY SYS Contact: FERKINGSTAD, LINDA Pre -Assigned PO#?: Yes 1,159.48 SUBTOTAL 1,159.48 TAX 0.00 FREIGHT 0.00 TOTAL 1,159.48 �;���AcGourzt Fintnbr �� � , V17ork Order Function Numbe" Amount E 421.000400.018.5960.0035.65.045340 5340/5200 1,159.48 } Creating a new service standard NID RIPR06RAP ICS" 0080 14ECEIVED CITY OF RENTON 1855 SO. GRADY WAY 1UM ! 8 2002 RENTON, WA 98055 CITY OF RENTON UTILITY SYSTEMS REMIT TO: UNITED REPROGRAPHICS, LLC 420 DEXTER AVENUE NORTH TEL (206) 382-1177 SEATTLE-, WA 98109 FAX (206) 625.9225 CITY OF RENTON 1055 SO. GRADY WAY RENTON, WA 98055 Reimbursable: INVOICE 12:80 P.M. TIME REQUIRED 07/01/02 DATE REQUIRED 13739 INVOICE NUMBER 06/28/02 DATE 1000 BOND - FIRST SET FROM ORIG. 13 1 22X34 78.6 SF 6.24 loll LARGE FORMAT COPYING -OCE 13 49 22X34 3822.0 SF 305.76 ADDITIONAL SETS loll EDGE BINDING 1 50 RA 62.50 (PER SET( 5025 8.5xll COVER STOCK 8 50 EA 120.00 6082 8.5xll DOUBLE SIDED 187 50 RA 428.06 5003 8.5xll SIS COLOR BOND 14 50 RA 70.60 6066 GBC I COMB BINDING 122 50 SRT 73.28 7008 PICK UP 1 1 RA 0.00 ( FREE PICK UP! ( CONCURRENCE I[ Iiai l IAU DAT, i V " , OY;# , 41 '�-, 3 Lt of 7 ,+`1rIgF F1�tKAETAX TJ 1065.70 93.78 1159.48 TERMS: Net 30 days from date of invoice. All past due balances will be charged 1 1/2% per month, $3.50 min. Notification of discrepancies must be made within 15 days of merchandise receipt. Written authorization must be obtained for merchandise returned or exchanged. A 25% restocking charge is made on all returns and exchanges except those due to our error. ❑ El ❑ .fin m •- v A �a ga a L rn^ A � g k ac �c r1 11 m , z A osa =3 oo 4M it vix '�'x-ai3 1SC zC) C)pa 0 ^ O� i�.N OVA A Z7 T A ci `4 O N, Co Pj T`I a_ j -ig i fi ' \N, V aA J o r 3 L yy n v D 13 O A A A 0 A L o z >a r D r � m G w o Vn LUI -J/VU t� C ❑ D V ' lowmm � Z �l Z O Z O v s x � � r y } v {4„ T s ❑ a � � a o O 0 v c co 0 W 0 N to -t LETTER OF TRANSMITTAL HAMMOND COLLIER WADE LIVINGSTONE X�4010 Stone Way N., Suite 300 El104 East Ninth Street Seattle, WA 98103-8090 Wenatchee, WA 98801 (206) 632-2664 (509) 662-1762 Fax: (206) 632-0947 Fax: (509) 663-8534 Date: I — 12 - D Job No.. Project: I �1 l (IS Aer-ee>--> C:zk. To: NO geo 6 t 5 c,�Grkr U�� (, �� L-'e¢fr C,+ 1 RECEIVED JAN 16 2001 Attached are: CITY OF RFNT(')N Copies Date Description 111 ILI I Y SYSTEMS These are transmitted as checked below: ❑ For review D�,For your use ❑ As requested ❑ For review and comment Remarks:: ',, 1�4a(It-4 , J 17v i,4"t-pdrk,+r�1 -y - Icy, S,A C� Copy to: Signed: If enclosed are not as noted, please notify us at once. HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINEERS 4010 STONE WAY NORTH, SUITE 300 SEATTLE, WASHINGTON 98103-8090 TELEPHONE: (206) 632-2664 FAX: (206) 632-0947 TO: Cl-, O-� 0 LEUUM of UaaKSMUUaL DATE — O JOB NO. ATTENTION Cl V WE ARE SENDING YOU XAttached ❑ Under separate cover via ❑ Shop drawing ❑ Prints Plans ❑ Sam ❑ Copy of letter ❑ Change order X A tiy Q the following items: Specifications COPIES DATE NO. DESCRIPTION t%�vo �61�✓t 3 749 5 5 C%, -a 33, v 47 v .S 7C' CPi THESE ARE TRANSMITTED as checked below: ❑ For review ❑ No exceptions taken ❑ Resubmit copies for review ❑ For your use ❑ Exceptions as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ REMARKS g COPY TO SIGNED: Q If enclosed are not as noted, kindly notify us at once. 4 4 Bid Item 9: Remove and Replant Trees (EA) The work of this section shall include removing, replanting and maintaining trees so indicated on the Drawings and as directed by the City. Trees shall be excavated and replanted with equipment specifically designed for this purpose and by individuals with at least 5 years of successful experience in relocating trees. After the bid award, a list with the qualifications of individuals and equipment that the contractor will use shall be submitted to the City for approval. Tree sizes shown are approximate, for information only, based on a survey performed over two years ago. Tree sizes may be larger than shown due to growth and should be verified by contractor prior to bidding. Trees identified to be removed and replanted shall be dug up with firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant, and shall be replanted immediately after they are excavated. The Contractor shall water as needed to maintain trees in good condition. Trees must be watered immediately upon transplanting and as needed until final acceptance. Water shall be free of substances harmful to plant growth. Water, hoses, and all Mequipment needed shall be furnished by the Contractor. Hoses and equipment for watering shall be free of contaminants which may reduce groundwater quality or water quality of Maplewood Creek and Cedar River. The Contractor shall warrant transplanted trees to remain alive and be in healthy, Y vigorous condition for one year from the date of final acceptance of the work. The Contractor will be obligated to replace any dead or defective trees during or at the end of the one year period with healthy trees within 1/" diameter of the originals at no additional expense to the City. The City will notify the Contractor of any observed defects at the end of the one year period, or earlier. Measurement will be based on the number of trees removed and replanted, as shown on the Drawings and as directed by the City. Payment to Remove and Replant Trees will be made at the per each unit price bid, which payment will be considered complete compensation for all labor, equipment and materials required to complete this item of work in accordance with the Contract Documents. Bid Item 10: 16-inch Water Line Relocation (LS) The work of this section shall include providing all labor, materials, and equipment for the complete installation of the 16-inch waterline relocation as shown on the Waterline Relocation Additional Drawing, and as follows: • Furnish and install approximately 80 lineal feet of 16" D.I. Cl. 52 pipe, 4 each 16"-45 degree vertical bends, fittings, 2 concrete dead -man block assemblies, shackle rods as shown on the water main relocation plan. Maplewood Creek Fish Channel Contract - Special Provisions Page 23 98-478.DOC /DWC/tb Furnish and install about 32 lineal feet of 30 inch O.D. steel casing, 0.375" thickness, pipe skids and casing spacers, end seals. • Installation of a temporary 8" by-pass water line, at ground level, consisting of about 120 feet of 8" D.I., restrained joint, 2-16"x8" tees, 2-8" gate valves, miscellaneous fittings as required, and removal of by-pass assembly after completion of the lowering of the above 16" water main. • Excavation, fencing, shoring, pipe bedding, dewatering, backfill native material, compaction, erosion control, restoration and clean-up. All water shutoffs shall occur after 11:30 p.m., Monday through Thursday, and shall be completed by no later than 6 a.m. the next day. Bedding shall be as shown on the Waterline Relocation Additional Drawings and Special Provisions Section 9-03. Backfill material shall be a compactible material, placed and compacted to 90% of maximum density per Section 2-09.3(1)E. Native backfill shall be used, if it meets material specifications, moisture content, and can be compacted to specifications. Any import backfill needed will be paid for under a separate bid item. Haul and disposal of any unsuitable and excess material will be paid for under a separate bid item. The Contractor shall locate all buried utilities in the area prior to excavation, and shall coordinate work with the other utility relocation work. Payment for Water Line Relocation will be made at the lump sum bid price, which payment will be considered complete compensation for all materials, equipment, and labor required to complete this item of work in accordance with the Contract Documents. Bid Item 11: Power Relocation (LS) The work of this section shall include providing excavation services and safe access for the power utility to relocate their lines below the new channel as shown on the Private Utilities Relocation Additional Drawing. The Contractor shall locate all buried utilities in the area prior to excavation, and shall coordinate work with the other utility relocation work. The Contractor shall coordinate with the power utility to provide all excavation needed to relocate the existing line below the new channel, install replacement lines and new structures, provide and install bedding material needed for structures and utility lines, remove the old utility lines, and backfill and compact all excavations. Any dewatering needed shall be considered incidental. The top of the relocated utility line shall be at least 1 foot below the bottom of the deepest excavation needed for the new channel, or greater if required by the utility owner. Bedding shall be as shown on the Drawings and Special Provisions Section 9-03. Backfill material shall be a compactible material, placed and compacted to 90% of maximum density per Section 2-09.3(1)E. Native backfill shall be used, if it meets material Maplewood Creek Fish Channel Contract - Special Provisions Page 24 98478.DOC /DWGtb 03-02-00 14:10 HCWL SEATTLE ID=206 632 0947 P01/02 DELIVER TO: NAME: M k TELEFAX COVER SHEET L'+0I t FIRM: l 1� d f - LOCATION: r 'M1 �� �72 �2 ) N TELEFAX NO.: SENT FROM: NAME:{ C✓""i/"� �N HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. �9 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 \ %D TELEFAX NO.: (206) 632-0947, Automatic Receive Day/Night CONFIRMATION NO.: (206) 632-2664 Total number of pages transmitted, including this cover sheet: 2 If you do not receive all of these pages, please call the confirmation number as soon as possible. Thank you. Comments 'Mk(q, � (, e'rc V_�_ be - l Gw o d ex 7`0 U, D L) P70X ccm 6 (A ❑ Original will be mailed. Original will not be mailed. Date Transmitted: -� - 2 - 00 .3l-'v P1 .41 O',c 1 e7 . 2'z 0 � �FoS� t�Qir GpV-fr G-�-Pt` ds-02-00 14:11 HCWL SEATTLE �LL ID=206 632 0947 P02/02 y i �1 3 . � CITY OF RENTON 44 Planning/Building/Public Works Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator March 13, 2000 Russ Snow Hammond, Collier & Wade — Livingstone Associates, Inc. 4010 Stone Way North, Suite 300 Seattle WA 98103-8090 SUBJECT: THUNDERHILL ACCESS ROAD — ACCESS GATES Russ, The enclosed drawing is all I could come up with for a detail of a metal swing gate. You should be able to find a single wide gate detail similar to this or create a new detail. I have some ideas to consider for the gate design and installation. First is gate location. I think that the upper gate should be located about 13 feet farther down the road, about where the pk nail is. This will give the workers the ability to pull their vehicle off the road prior to getting out to open the gate. I think that the second gate needs to be either omitted or placed down the road where it starts to drop away from the level that the apartment rests. There is a storage shed back there and I don't think we can block access to it. The second idea that I had was to incorporate a pedestrian or bicycle opening in the upper gate. If there is room, we could consider a gate with a 10-foot clear opening with a third post spaced to allow free passage. We would place angle braces from the outside posts to discourage "pass around". If there isn't room for the pedestrian opening, we would just put in the vehicle gate. The lower gate, if installed, would be to discourage vehicle traffic. I don't think we can install one that could effectively block all access. I have included some sketches on photos of the site to try to illustrate my ideas. These are just ideas from looking at the site. We are open to being told all positives and negatives of these suggestions. If you have any questions, you may contact me at (425) 430 7206 or at mbenoit@ci.renton.wa.us Sincerely, Michael A. Benoit Wastewater Utility Engineer Enclosure I I:DIV\UTIL\W W\THUNDERHILL\HCWL04.DOC\MAB:lf 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 20 % post consumer I � . wMimt, e CA �'•, a x '"d- %- ti ',flit `,''' ++'' t�;:� T1r�,�'►t .`'71 5►-�6L.-rL G6,TC A-r' 1)f4Ai&,.3c.C. nlracP-0 50 40As54vr Aq"Zo or-,6T f,.o aCJ►.4 c4.3br-�►J►JyJr. 0Ar►opE* Olt To 6Lor-%tI / f►Sc.0o2d.6Q VE►�t�e r T�tn��•� �- Pas T.+bT- PC -oT QJT 6"TAs� Access To iEL.or Tm2&('r S►►Co ;y ,� CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator February 4, 2000 Russ Snow Hammond, Collier & Wade — Livingstone Associates, Inc 4010 Stone Way North, Suite 300 Seattle WA 98103-8090 SUBJECT: THUNDERHILL ACCESS ROAD REVIEW OF PRELIMINARY DESIGN DRAWINGS Russ, We have reviewed the preliminary design drawings. Based upon our field meeting with Phil Schneider, it is our understanding that there will be several changes to the preliminary design. Those changes include the elimination of the new 72-inch culvert. Another change that we understood came out of that meeting was revising the log weirs with rock weirs. It would be of benefit to us if you could provide a summary of the meeting with Mr. Schneider. Enclosed is a set of red -lines from our review. The most significant item that we noticed on the preliminary plans is the lack of topo information along the East Side of the road. Based upon the plans, one would not know whether there is a gentle slope or vertical wall along the side of the road. We think that more information needs to be provided to identify site conditions along the easterly side of the road. Also, the shaded area is not explained. For example, on Sheet 3, there is a lot of shaded area along the East Side of the road. Does this mean the contractor is going to need to cut into the bank? Reconstruction of the culvert inlet at station 3+60 would indicate that there is a lower spot east of the road, but the plans don't show a transition in elevations east of the road. The City has also decided to not provide for the installation of new surfacing on the existing utility access road north of Station 21+00 in this contract. We will leave the installation of the chain gate at station 21+00 and the clean up and quarry spalls at the outlet at Station 22+40. Sheets 7 and 8 can be eliminated and the rest renumbered accordingly. The Water Utility recently designed a water line relocation at a creek crossing. I have included in this package a print of that crossing detail, a disk with the CAD file, and a copy of the as -built for the water line we are planning to relocate. They will be reviewing the water line relocation as part of this project. Please use this detail as a basis for a cross section detail of the relocation. I will be on vacation until February 15. If you need clarification on any of the comments on the plans during that time, you can contact David Christensen at (425) 430-7212. Otherwise, you may contact me at (425) 430 7206 upon my return. Sincerely, � Michael A. Benoit Wastewater Utility Engineer Enclosure H:DIV/UTIL/W W/THUNDERHILL/HC W LO1/MAB:lf 1055 South Grady Way - Renton, Washington 98055 9 This paper contains 50 % recycled material, 20 % post consumer HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINEERS 4010 STONE WAY NORTH, SUITE 300 SEATTLE, WASHINGTON 98103-8090 TELEPHONE: (206) 632-2664 FAX: (206) 632-0947 TO: CIXI 0/�-�41-1-7 Oa5Y�a-Ar UAI /D O I ETT LS Lnl O DATE JOB NO, ATTENTION \7�" N RE: C RECEIVPD WE ARE SENDING YOU)I�fAttached ❑ Under separate cover via ❑ Shop drawing ❑ Prints Cl Plans ❑ Samp es A.Copy of letter ❑ Change order X a-y Gl d yr ntry �17w; t)TILITy cy�-,;- the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION F o eJ DF ,-) THESE ARE TRANSMITTED as checked below: ❑ For review ❑ No exceptions taken 4For your use ❑ Exceptions as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS ❑ Resubmit copies for review ❑ Submit copies for distribution ❑ Return corrected prints 0 i or Sr �� GriLc �h cr fs 6411 Ar2h-1 ten, ✓ I*-ev t ZJ d,--% � S , >>4gi 5 .' S COPY TO SIGNED: �w al� �G If enclosed are not as noted, kindly notify us at once. LARRY R. WADE, P.E. BRUCE LIVINGSTONE, P.E. FREDERICK G. KERN, P.E. ROBERT E. BERGSTROM, P.E. JORGE GARCIA, P.E. WILLIAM REYNOLDS, P.E. ERIK DAVIDO, P.E. TRACEY L. WENTZ, P.E. RUSS SNOW, P.E. KENNETH L. EDINGTON, P.L.S. HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINEERS PROFESSIONAL SERVICES SINCE 1943 4010 STONE WAY NORTH, SUITE 300 SEATTLE, WASHINGTON 98103-8090 TELEPHONE: (206) 632-2664 1-800-562-7707 FAX: (206) 632-0947 DALE D. ERDAHL, P.L.S. JOHN M. TILLEY, P.L.S. MEMORANDUM HENRY H. BRADLEY, P.L.S., P.E. ROY EARL MORRISS, P.L.S. SUBJECT: City of Renton Rolling (Thunder) Hills Sewer Repair Site Visit Observation Notes DATE: January 20, 2000 1:30 p.m. PRESENT: John Hobson, City of Renton Mike Benoit, City of Renton Phil Schneider, WDFW Russ Snow, HCW-Ly DEANNE M. REYNOLDS, P.E. DON PHELPS, P.E. LAWRENCE E. RIEGERT, P.E. LARRY M. CORDES, P.E. PETER J. WEBER, P.E. TOM HAGEMAN, MGR. MTL. TESTING • Review parking lot drainage from adjacent apartment complex. Apparent sloughing of hillside has caused creek to move easterly and cause extensive (±40 ft.) washout of roadway at station 7+00. Runoff from this private property will need to be addressed. Recommend extending the existing pipe further down the slope, terminating at the edge of creek. • Large culvert at STA. 7+00 is proposed to allow access road to be widened and rebuilt, and to buttress the toe of the westerly hillside. Culvert is oversized and designed per WDFW for fish passage. • At first culvert removal/new walkway bridge area (approx. STA 8+30), rock weirs are fine; show at 5' and 20' upstream from culverts. Place weirs in a "U" shape. Also, provide a landing for stepping up off bridge. • Show a detail of rock weirs for stream bed controls. Phil Schneider will furnish us a detail. • At second culvert removal/new walkway bridge area (approx. STA 10+45), provide rock weirs for bed controls also, 5' and 20' upstream of culvert. Maintain 5 ft. minimum width for stream; place step-up landing from walkway. • At third culvert removal/new bridge, use rock weirs for streambed controls in lieu of log weirs, side slopes banks at 2:1 and provide jute mat with plantings. Maintain a 6 ft. stream channel width. Protect side slope with rock adjacent to City's SS MH No. 46. • Re -review the proposed large culvert at STA 7+00. As our chief design concern is minimizing disruption to the westerly streambank and "toe", decide, with Fisheries Biologist's approval, to rebuilt road to sufficient widths and place rockery wall on the stream side of the road fill. This will effectively act as an energy dissipater, plus this allows us not to have to excavate, modify, or otherwise disrupt the opposite stream bank or toe. • Will wait for further written comments from Phil Schneider regarding WDFW recommendations for finalizing plans. H:\WP\WORKING\snow\memoO2O3.doc s�yl tom= State of Washington DEPARTMENT OF FISH AND WILDLIFE Region 4 Office: 16018 Mill Creek Boulevard - Mill Creek, Washington 98012 - (425) 775-1311 January 27, 2000 Hammond,Collier &Wade -Livingston ATTENTION: Russ Snow 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 Dear Mr. Snow: SUBJECT: Rolling Hills Sanitary Sewer Pipeline Road Access Repairs; Comments from site review The following are my comments from our site review on January 20, 2000: 1. STA 7+000 - In place of culvert a rock bulkhead will be built to repair the road washout. Minor excavation will be require to realign the channel. Road width should be minimized. 2. STA 10+25 - Delete bank protection on left bank (looking downstream), add 2 "u "shaped rock weirs with open end downstream to divert flows away from bank and prevent down cutting. Bed controls could work here. 3. If it is at all possible I would rather see the big leaf maple stay. Could a small barrier fence be constructed to define road edge. If the maple has to come out a few conifers should be planted in its place. 4. STA 15+94 - The stream bed could be stabilized using rock weirs at this culvert removal site. The channel width should be at a minimum the average channel width measured at various points upstream and downstream. Any bank rock used along the channel should be limited to protecting the toe and extend to the ordinary high water line. The banks should be sloped as much as possible and protected from erosion using coir fabric and replanted with native vegetation. 5. I am concerned that the culvert removal site has the potential cause erosion due to the road access , the steep grades , and the amount of material that will be removed. An erosion control plan should be part of the project plans. General Comments 5. The stream will be required to diverted either by pump or temporary bypass culvert so the work can be done in the dry. 6. The plans should include a landscape plan for all the sites that are disturbed along the creek. Plants should be planted a 3 foot centers and maintained to ensure survival. 7. Work should occur between July 15 and September 15 when flows are low. Mr. Snow January 27, 2000 Page 2 Thank you for the opportunity to provide this information. If you have any questions, please contact me at (425) 649-7015. Sincerely, Philip Schneider Area Habitat Biologist PS:ps:RoHillCk.ltr Enclosure(s): Rock weirs 0 King County Water and Land Resources Division Department of Natural Resources 201 South Jackson Street, Suite 600 Seattle, WA 98104-3855 (206) 296-6519 (206) 296-0192 FAX FEB - 4 2000 CITY OF RENTON UTILITY SYSTEMS February 3, 2000 Dave Christensen Wastewater Utility Supervisor City of Renton 1055 S. Grady Way Renton, WA 98055 Dear Mr. Christensen: Enclosed is King County Ordinance 13708 approving the City of Renton Long -Range Wastewater Management Plan. The next sewer comprehensive plan is due for approval by King County by January 30, 2006, unless conditions warrant an amendment prior to that time. I appreciate your efforts in preparing the plan and working with the Utilities Technical Review Committee during its review. If you have any questions please contact me at (206) 296-1952 or at bruce.bennett2metrokc.gov. Sincerely, Bruce Bennett, Chair King County Utilities Technical Review Committee cc: Gene Peterson, R112 Proposed No. 1999-0696 KING COUNTY Signature Report January 19, 2000 Ordinance 13708 Sponsors McKenna 1200 King County Courthouse 516 Third Avenue Seattle, WA 98104 i AN ©RDU-1ANCE approving the City of Renton Long- 2 Range Wastewater Management Plan. 3 4 PREAMBLE: 5 K.C.C. chapter 13.24 requires approval of comprehensive plans for sewer 6 utilities as a prerequisite for granting right-of-way franchises and approval 7 of right-of-way construction permits. 8 The City of Renton Long -Range Wastewater Management Plan (plan) 9 discusses public sewer service to existing and future populations in the 10 Urban Area within and near Renton. The presently unincorporated Urban 11 Area discussed in the plan includes neighborhoods with failing septic 12 systems and three public schools all currently without an opportunity to 13 connect to public sewers. The plan describes the facilities needed to serve 14 these areas and the probable costs. 15 The King County utilities technical review committee (UTRC) reviewed 16 and conditionally approved the plan on September 8, 1999. The 17 conditions of UTRC approval, technical changes to the plan, have been Ordinance 13708 18 met and are reflected in the final version attached to this ordinance. 19 Renton prepared a determination of nonsignificance for the amendment on 20 February 9, 1999, in accordance with the state Environmental Policy Act. 21 Renton intends to adopt the plan after final county approval. 22 The UTRC recommends that the council approve the plan. 23 BE IT ORDAINED BY THE COUNCIL OF KING COUNTY: 24 SECTION 1. The City of Renton Long -Range Waste.,vater Mana& mcnt Plan, 25 Attachment A, is hereby approved without conditions. O Ordinance 13708 was introduced on 1/3/00 and passed by the Metropolitan King County Council on 1/18/00, by the following vote: Yes: 12 - Ms. Miller, Mr. von Reichbauer, Ms. Fimia, Mr. Phillips, Mr. Pelz, Mr. McKenna, Ms. Sullivan, Mr. Nickels, Mr. Gossett, Ms. Hague, Mr. Vance and Mr. Irons No: 0 Excused: 1 - Mr. Pullen KING COUNTY COUNCIL KING COUNTY, WASHINGTON �i Nffin / ATTEST: Clerk of the Council APPROVED this ;2-,6 day of , 2000. King County Executive Attachments Long -Range Wastewater Management Plan HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. CONSULTING ENGINEERS LARRY R. WADE, P.E. BRUCE LIVINGSTONE, P.E. FREDERICK G. KERN, P.E. ROBERT E. BERGSTROM, P.E. JORGE GARCIA, P.E. WILLIAM REYNOLDS, P.E. ERIK DAVIDO, P.E. TRACEY L. WENTZ, P.E. RUSS SNOW, P.E. KENNETH L. EDINGTON, P.L.S. DALE D. ERDAHL, P.L.S. JOHN M. TILLEY, P.L.S. HENRY H. BRADLEY, P.L.S., P.E. ROY EARL MORRISS, P.L.S. John Hobson City of Renton Wastewater Utility 1055 S. Grady Way Renton, Washington 98055 PROFESSIONAL SERVICES SINCE 1943 4010 STONE WAY NORTH, SUITE 300 SEATTLE, WASHINGTON 98103-8090 TELEPHONE: (206) 632-2664 1-800-562-7707 FAX: (206) 632-0947 January 10, 2000 Re: Rolling (Thunder) Hills Sanitary Sewer Access Road Improvements Dear John: DEANNE M. REYNOLDS, P.E. DON PHELPS, P.E. LAWRENCE E. RIEGERT, P.E. LARRY M. CORDES, P.E. PETER J. WEBER, P.E. TOM HAGEMAN, MGR. MTL. TESTING RECEIVED JAN 1 1 2000 CITY O RENTON UTILITY SYSTEMS Enclosed for your review and comment and as requested are two (2) sets of preliminary design drawings depicting proposed improvements and upgrades to the City's sanitary sewer utility maintenance access road which parallels Rolling Hills creek between Grant Avenue S. and 1-405. In conjunction with the access road improvements the preliminary design incorporates, among other things, the following major improvements: • Three (3) new cross culvert improvements. • Five (5) separate areas of creek and/or streambank stabilization. • Three (3) areas with existing culvert removals. • Three (3) new utility and pedestrian bridges. • One (1) new 72-inch diameter culvert • Relocating an existing 8-inch water main to a new depth. The attached are also being forwarded to Mr. Phil Schneider of the Washington State Department of Fisheries for his review and information, per previous discussions, and meetings. A construction cost estimate for preliminary design improvements will be forthcoming. If you have any questions or require additional information, please call. Very truly yours, HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. ? J (� "w uss Snow, P.E. Enclosures RWS/mgi \working\snow\hobs0I I O.doc 02-22-00 11:1S HCWL SEATTLE ID=206 632 0947 P01/03 TELEFAX COVER SHEET DELIVER TO: NAME. FIRM: LOCATION: TELEFAX NO.: SENT FROM: NAME: HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOCIATES, INC. 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 TELEFAX NO.: (206) 632-0947, Automatic Receive Day/Night CONFIRMATION NO.: (206) 632-2664 Total number of pages transmitted, including this cover sheet: If you do not receive all of these pages, please call the confirmation number as soon as possible. Thank you. Comments VVN kif -4 W Al 0 J4, K Ul-,� Ve,+r> , ❑ Original will be mailed. Original will not be mailed. Date Transmitted: t^.) c>F L) Ljk(<"('-, U0 02-22-00 11:15 HCWL SEATTLE ID=206 632 0947 P02/03 WASHINGTON STATE DEPARTMENT OF FISH AND WILDLIFE HABITAT AND LANDS SERVICES PROGRAM ENVIRONMENTAL ENGINEERING SERVICES ARCH BOULDER WEIRS Interim Design Standard Application: Boulder weirs are bed control structures constructed of individually placed large boulders. The weirs span the entire channel bed and are imbedded in each bank. They may be used to arrest channel incision and enhance fish passage and habitat. Boulder weirs are not recommended for channel slopes above 5 percent. In the future they may find application in higher gradients. Design: In plan view boulder weirs form an upstream -facing arc, horseshoe or "V." The degree of angle is decided by the engineer. Flow and scour are concentrated in the center of the channel as a result of this shape. Up to a point this dconcentration e increases with decreasing radius. � by approximately one half a channel apex of the arch should be offset from the width. In cross section the crest of the weir slopes toward the middle and approximates the cross section of the stream. One foot of relief from the bank to the center is considered a starting point on smaller streams. A minimum of two rows of boulders form the weir; t n front of the crest and prevents scour weir row creates the crest over the flow drops, the foundation row 1s below and slightly beneath the weir boulders. In fine grained stream beds, or where the weirs are constructed above the existing bed, a third row of boulders, placed upstream and beneath the top row, may be necessary to form a complete foundation. Where soils are soft or organic, a gravel filter or rip rap bed may have to be placed under the foundation to prevent the boulders from sinking. The non -uniformity and complex hydraulics of boulder weirs make analysis complicated. For the time being the engineer will have to approximate scour and flow depth for design purposes. References are provided below. A scour pool should be formed downstream of the weir. The depth of the pool is approximately one half the mean dimension of the weir boulder and the length about one channel width. is of the Boulders used for the weir and foundation should based on hydraulicSprinciples has not been design discharge and slope. A boulder stung procedure agreed on. We assume that it will be based in some way on flow depth. In the interim, a conservative approximation is given. Small streams (<8 feet) should use a minimum of 2 foot mean dimension boulders. Larger streams (>8 feet) would require boulders 3 feet to a maximum of 6 feet, mean dimension. As mentioned, flow depth will play a roll in sizing. Therefore, small streams that have high flow depths may require larger boulders than comparatively wider streams 1 October 12. 1998 Arch Boulder Weir - WDFW 02-22-00 11:16 HCWL SEATTLE ID=206 632 0947 P03/03 Weir Boulder dIMenSIO?16 based or Site conditions. LJ)efr Boulder 2' minimum 0 112 channel width Foundation Boulders Same size as Weir boulder m1nimulm 1/3 Boulder size V I fna Ix.171 -FLAN VIEUJ- min. 15' 4 max. 5911, 1/2 Weir boulder diameter Foundation BOU16C� _ _ v: `�^J `, _\ F-111 voids with cobble Gravel Filter where near-e-ssarS as necessary -E30ULDEfR LUE1fR FfROF I L E bat," using Seal upstream side or weir with p1trun or strearnbeci material. : Weir Boulcier STATE OF DEPARTMENT of F15P 4 WILIEDUPE L4T5 4 RESTORATION 5ER/10E5 PROGRAM AFC,H BOULDER WEIR INTERfM DE51GN 5TANDARD By DESIGN gy DRANK DATE DATE N. 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A A A (D N N A C N N N O W O O N 69 (A 69 V 69 v) W 0) O (T (T 0) W N N N N U7 W N N N co A O U7 0 0 O O O U7 U7 U7 U7 O W � U7 U7 U7 A 0 0 0 0 O � O O O Co O O O O O W V O O O O O O O O p) 'I) p) O O O O O O O O O O O O O O O O O O N 69 2 EA fA EA EA O OD 69 69 69 W (09 W W 0) 69 EA N (A 6) 69 (A 69 fA O) W (o W m w A A A A (D N A W� A U) N A U) V V O OD W N U7 N O N 0) O N 0) N O N O N N U7 V O W N N A U7 O V 0) N 0) O W U) C)U7 0 0 O POP O O O Ul U7 U7 U7 O N V Ut O U1 O O O O O O U7 U7 O O O O O O O O O U7 C C. 0 0 0 0 0 0 N N O O O O O O O O O O O O O O O O O (D 0 m 7 c. C) 0 C � `G CD ,-0:' CCDD O w � mC � m 3' o D 3 c W a W O C CD 0 CD — n CD w Q CA O CA 3 c fl Cn (7 T C CD - 3 CD n O 3 D 3 3 co 0 a C 7 a cr N CD o_ O O O o 0 0 0 0 0 0 0 0 o m W w V m Cn A W N- O (D 0 V m cn A w N 3 0 (D C cn C C O A c) co 0 A N (D m° ° D �. CD m m o C) ° o o oo m v 0 m a �_�° n m o '� 3 �� OL Cn 7 C N cn x o ' v W v (fl m ° m CD O N -p N 'O "a N N O- CO �. N o p O m W 3 m (D M o o m 3 c� cn o 3> "' 3 6 3 3 � 0 3 0 a CD 3 N -° --i � o ° o o �_ K j D° Cn CQ C p C C 6 v m d = a) CD m- m c m D _? p W m Z — ° 0 CD = 0 Z ° m cn w �' D = COD m m n*i D CD f° (0j r n 3 D m m r m W OJ co + c Cn Cn m Q a + n o_ cn (n D o m (D (D m � Z (n m 0 (o SD :3O D C c c C C c r r r r r r r r r r C C C j jC C C 3 3 3 3 3 3 3 3� ��-, m m(D(D a)m 3 3 3 cn cn �o 'o -o -o -° -o 'o o 0 o -o -a -a o m cn cn cn cn cn cn cn � T T s cn cn cn '. m m c c C c c c c c °° c c c D 3 3 3 3 3 3 3 3 0 0 3 3 3 55M i m N O N- - - CII 7 N n cn A Cn W Cn A A (D W OD m 0 C OD V A (O O O m (n (n (A W (A (n (D N (n O O = N OD W m O m A N N W N A O V O N (D -{ O• Cn O O N N N N W A A m V V N O Cn O (n D o � o O O O m Cn Cn Cn O W W Cn Cn Cn O O O o O o 0 0 0 0 0 0 0 Cn O O O O O O o 0 CD N (o CD (A EA (n (A (A (n (n D Q. (D V (n (A _ N (n N N A (n (A (n N (A N (A A (n V (A CD (n m 0 3 (77 Cn co 00 (D (D A W Cn V - W A m (D A O O (D OD W- m Cn cn 0) S m A 00 N cn j O= W p. W W (D N W W m o m O m V V OD O V o N , � V (D V Cn O O N N N N W W N Cn V O O Cn O Cn m OD V O O o Cn cn Cn cn O O V Cn O Cn O O O O O Cn O cn o 0 0 0 0 0 0 0 0 cn O O O O O O O O D m ° r (D (D (D V cn n> cn N) cn (n 0 _ o V V (D rQ rn w (n v o m A A A O V Cn A 00 00 m N N Cn -i N Cn 00 V A Cn (D 0 cn Cn Cn A O V (D m W W N 00 m m 0 V N N (D m Cn (D (p N N N V (D (D m A O o N V 00 m W W A� OD N m �J 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o O CD O_ CD n CD W p m 3 (D (D (D 0 D 'y ' -A O O A N 7n CD A A A O A A (n W N (D OD W m O O � W N 3 o N Q O O o O O (D M o V O o O 0 0 N 0 (D 0 w W O (D O m m m N � 0 0 o c o c o c o 0 0 0 � o -o o 0 0 0 0 0 (D co Q Q T CQ CD L 5937434 9�505290679 84040906IG T50�290678 9505/290680 5937434 • t ANNMA .4 , y R ECORD OF SURVEY ' PORTION OF NW 1/4 SECTION O9T 2 N 9R,5 .,W� , r, LEGAL DESCRIPTION CITY OF RENTON, KING COUNTY, WASHINGTON (AS PROVIDED 8Y TRANSAJWERICA TITLE INSURANCE COMPANY -ORDER NO. 638072) That portion of the Northwest 1/4 of Section 20, Township 23 North, Range S East, W.M., City ALSO TOLE M WITS that portips of said Northwest desorib-44 ate f911oVa�� of Renton. King County, Wasbingtoo described as follows: BEGINNING at the Southeast gora►es of said aµbdi+tiajos; BEGINNING at the intersectioa of the North -South centerline of said Section and the North TNl1NCE North 01`46*024 East aloe the East line of said sabdivisiaos" a 04tspae of $25.22 line of City of Seattle's Diablo Right-of-way, as contained in instrument recorded under feet to a point on the North line of the Diablo Seattlee 2rana i#lion lrir�►at It "a�7 �^t+rR .as Auditor's File No. 4• 356049 i►g r • recorded under &uditor s Pit* No. THENCE South 71'05'12" Pest along said North line 697.06 feet; THENCE Sout>w 71.05012" Week along #aid North line a distance of 697.06 feet to tine 1'RtIE77 THENCE North 01'46'02" East 407.25 feet to the South line of Puget Sound Power 4 Light POINT OF BEGINNING; Company's 350.00 foot Right-of-way; THENCE North 01*46#02" East a distance of407.25 a'. IS feet to a po}nt on the south line of THENCE North 86'4323" East along said South line to the aforementioned North -South Puget Sound Power ; I, bt Cwp!>a41F's c:aterline; THENCE South sE along paid South liar 72.03 foot;' THENCE Southerly alongsaid North -South centerline to the POINT OF BEGINNING. THENCE North 799461516" Yost 01044 said South line # distance of 490,'0#aetl-.. THENCE South 02'36' 11" West a diatom of 535.�3 feeE to a point oo the MQtth Jim* of TOGETHER WITH that portion of said Northwest 1/4 described as follows: said Diablo Seattle Tra�ir�sion Line tight -pf�ay;, THENC% North 87distance stance of 11Q.QQ ieet� * di BEGINNING at the Southeast corner of said subdivision; THENCE continuing along said North line North 7l Q5, 12„East a distance of 60.4+6`#eet to THENCE North 01'46'02" East along the East line of said subdivision, a distance of $25.22 the TRUE POINT OF BEGINNING. 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; ALSO TOGETHER WITH that portion of said Northwest. and the94 THENCE South 11'05' 12" West along said North line, a distance of 691,06 feet; Clai+ Ne►. 37, descrbwa alasaaa►wal, ` , THENCE North 01'46'02" East a distance of 407.25 feet to a point on the South line of Puget Sound Power 4 Light Company's I. P. No. 1; BEGINNING at the SoutheastCorner of said Northwest 1r14; THENCE South 86*43'23" West along said South line 72.02 feet; THENCE North O1'46'02" Edit along the East lids of said Northwest a tl sltsG { 1994,.Q THENCE North 79'46'56" West along said South line, a distance of 1438.32 feet to a paint on the feet try a point onthe North line of PuSst sound Po4ilr - Light Foapaa's 1. 1'9 Nklt,r1 Southeast margin of Primary State Highway No. 1, said point being the TRUE POINT OF THENCE South 86043'23" Nest 733.27 feet; 5`f��t?* BEGINNING; THENCE North 79'46'56" West 10.29 feet to the TRUE POINT OF 8Ei'UNlNG; THENCE along said Southeast line on a curve to the right having a radius of 2040.00 feet, THENCE North 69'14'13" West 494.13 feet; the center of which bears Worth 49041'01" West, an arc distance of 16.45 feet; THENCE South 02"36'14" West a distaste of 91.24 feet to said Northerly THENCE South 00'47'40" West a distance of 130.64 feet to a point on the North lineof said Right -of -tray; Diablo Seattle Transmission Line Right-of-way; THENCE South 79'46'56" Ea rthoslY lip 47S,7,11 fletet. Ems tha TROE PQIN'E ,,t F THENCE North 81'23'49" East along said North line, a distance of 491.79 feet; BEGINNING.rE.K THENCE North 02'36'11" East a distance of 631.42 feet to a point on the South line of said I . P. No. 2: ALSO TOGBTftlGR WITHWITH`list Etit s of > id NorthMasl , described 40 tol10" .CAI91, THENCE North 79 46 56" West, along said South line a distance of 507.18 feet to the TRUE�r� POINT OF BEGINNING. BEGINNING at the Southeast corner of said subdivision; THENCE North 1'46'02" East along the Easterly line of said subdivision a dist#%ce of , ALSO TOGETHER WITH that portion of said Northwest 1/4 and the N. H. Tobin Donation Land Claim No. 1,094.05 feast to the Nolrtborly oorgip of the Right-ofRway ofaiSaEioq 1r , 31 described as follows: " �. "fi ► THENCE South 86 43 29 Waat a►lgng the Northerly margin of said Right-of-way of l.p.R , Transmissioq 1.1ne a dlsta>scR of 733.27 feet;,� y BEGINNING at the Southeast corner of said Northweat 1/4; THENCE South 03'28'14" West a distance of 50.35 feet to the TRUF, POINT OF BEGINNING; THENCE North 01'46'02" East, along the East line of said Northwest 1/4, a distance of THENCE North 03'28114" East 50.35 feet; 1094.05 test to a point on the North line of Puget Sound Power 6 Light Company's I. P. No. 2; THENCE North 79046'56" Best 1,398 feat, more or lest, tt! the Easterly eltaet8i�► o#f?�eIIH1F '« THENCE South 86'43' 23" West 733.27 feet; State Highway No. 1:Mf rah y7 THENCE North 79'46'56" West 10.29 feet; THENCE Southwesterly along the Easterly margin of said highway to a point ttltcb bear+, THENCE North 69'14'13" West 1291.51 feet to the TRUE POINT OF BEGINNING; North 79'4656" West from 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 79'40'56" East 1,439 felt, gaore of less, to TRUE POINT Q.E 11EGINN�, THENCE South 0'24'20" East 239.01 feet to said Northerly line of I. P. No. 2 Right-of-way; THENCE South 79'46'56" East along said Northerly line 319.47 feet; rya' THENCE North 02 36 11 East a distance of 176.04 feet EXCEPT those portions thereof conveyed ► ,� to Puget Sound Power 4 Light Company RV Y R S CERTIFICATE THENCE North 69 14 13 West a distance of 338.14 feet to the TRUE POINT OF BEGINNING. by Quit Glade Deed recorded under This map correctly represents Q surve �1a of ALSO TOGETHER WITH that portion of said Northwest 1/4 described as follows: Recording No. 7910190367. fr, by me or under ray direction in conforms BEGINNING at the Southeast corner of said subdivision; `~"► with the requirements of the Survey Recordln� THENCE North 01046'02" East along the East line of said subdivision, a distance of 825.22 Act of the request Of 614214 PrgMtm n fast to a point on the North line of the Diablo Seattle Transmission Line Right-of-way as ,��,•�. ' 1'"'' r recorded under King County Auditor's File No. 3560496; logo " : a THENCE South 11'05'12" 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 the South line of - t • Puget Souind Power 4 Light Company's I. P. No. 2; THENCE South 86'43'13" West along said South line 71.02 feet; THENCE North 79'46'56" West along said South line, a distance of 931.15 feet to the TRUE POINT OF BEGINNING; THENCE South 02'36'11" West a distance of 631.42 feet; THENCE North 87'23'49" East a distance of 438.18 fact;. THENCE North 02'36'11" East a distance of 533.33 feet to a point on said South line of I.P 1"1�' No. 2; <' RECORDERS CERT THENCE North 79'46'56" West, along said South line, a distance of 440.25 feet to the TRUE; POINT OF DEGINNiNG. Filed for record this ..day of 918"0 ; ALSO TOGETHER WITH that portion of said Northwest 1/4 and the H. H. Tobin Donation Land Ot�M. in Vot. ..of Survey: on PQ9e�5g,��9A Clain No. 37, described as follows: BEGINNING at the Southeast corner of said Northwest 1/4; of the request of EA INC. ENGINEERS/PLANK R3 THENCE North 01'46'02" East along the East line of said Northwest 14, a distance of 1094.05 � feet to a point on the North line of Puget Sound Power 4 Light Company's I. P. No. 2; THENCE South 86043'23" West 733.27 feet; Manager Supt. of Record THENCE North 79'46'56" West 10.29 feet; THENCE North 69014'13" West 953.37 feet to the TRUE POINT Of BEGINNING; THENCE South 02'36'11" West a Aistaoce of 176.04 feet to a point on said North line of I.P . No. 2;�} THENCE South 19046156" East, along said North line, a distance of 440.25 feet; ` THENCE North 02'36'11" East a distance of 91.24 feet; / fl'% Prue ct No THENCE North 69'14'13" West a distance of 459.24 feet to the TRUE POINT OF BEGINNING. I._., ;, h so If, WAM go EMCtMEERiIIEAflMEei�'b�. r t r d Y NOTE • _ y r 5���� D�T�AAlSKlSS/AN L/NE W, .,THE PU6ET SQllNO ADWER RECORD t j TNl3 .�1SA�VQANE } 4 /6NT COMPANYlNTERA40UVTAIN MWER NO 2 MAVSAlf ISSlON L/NE. ' J /r WAS AMNDaONED /N A LAND EXCNAN6E QETW4WN TRANSAMER/CA PORTION OF NW 4 SECTION 20, T. 1�, R � ,1 If. AA. tr,; TiTLZ /NsuRANCE coti4a4NY AND ,Avcr,vwER. rH/s TRANSAcriON CITY OF RE NT0 N KING LINTY VKASHINGT N , lNG.LU+AED rlM REN/SAD 7M,"SMISSION 41N,E R16HT-�?F- WAY AS f CO � � .. DE3CRIA4w IN 4990 FILED UWAER K/NG COUNTY RECORDING NO. 7-9/0/:%0367 AMMUDWO ~ 004wrY , r AATA - dWrr OWMArd AWA\ MWASS Qrr L A 0404 p ��r.rRAr S1l�E�'ASO ,' a.p/•Is'�V" 4r w o _�� 1 R•20.'FO 00 �t•,tO�Ol41© l�I.aoYI�N� .►`� „> "T w►,�•,w, ,& GiLO &tRD rvlRfE aria► ^t77alr i Aallii. R +# *i C nRAA/'MJllIRi1WV �Z Aft �oJ "�, x lt;rr M11- R ECORD OF SURVEY.x ,. 01 ,� £•°.€Sp., s ? �w� r g ,yl, ,'.t fir'; rwi �i� w.r 1-il.n. qy �s y. x PORTION OF NW 1/4 SECTION 20s T. 23N.,R 5 E,, W., M. CITY OF RENTON, KING COUNTY, WASHINGTON k ;r :x \ \ / T ; c,ry G'QA/CAiI�T!' .00 IV L ! T�' a �,,,� ., 4W ; -., as'i. t,�,R,/► \\` 1 }}}III' �� FLAN 'Cc • t M F k t �\ � - 7. MR �'� •1RATi1 �' �. NOTESJoi 3� gff r%►+R1r SAW g.. 3 A o MOT �► ,.10k _ 0_ _ Yi4J 6 ,y, /a# „ _ _'�"'%v t✓Nt iG'fBEA� "` 1 4 0 !haul AM#►Dell " 1, r z , Ecl, .«� 49 �G' l6EA) 4 (ly +�t.�r01rAAL' AAft y '`dRi t i?� ON * ►P ., * ma A ;tom. 5 .1. w V .. sor/J f, AS , 61 • k w. My _�./ x l 0. �' ISEAi �, �,,,�� fit• �� �^ a y M «. y: • - ..„, .. 4..� `�♦ / /�•' • This 1 y� s1 ;4 1t • s/o. oo' (�caeo) N .,,,,. $ o by or t my ,. 3/O.Od' C69A� — j=• j� ` / -- �' ? with the �S* 1t Act.of the' 44 1 �IQAWV �����a�f► s `� t y • w At MAT�d /�M1'I• It� :.EI f �' irs� M w i a kt 1 , ,t rd elret�f xJ g *k pawar,� ,�,wwi�v�sr�c•�r/a� REcoc a �' t ° , �'�• s `'`n *'41 SOVAOVA . s * s. • g . �TLja T L .I'- :♦ - k R .„� u'¢ }1 "} „j:11 v dRt P r rt J Filed for MG*4 tk Agoa µ„ y j It —01 Monoger r A, At 0*0 OS s4t is��.os fir.c.> ,/ . � 7+�A" OW $EGTAAAI 1'th-M' (AUAAWY _ n 1 N N'10, AI' OBI' j "A) At4204Af T Arsa 1 j Y'F • i►' l.K.�) �ia�as�li���ll IllrawR � !l1 � G Z9 �"'� vow woo RECORD OF SURVEY PORTIONS OF NE I/4 SW I/4 AND NW I/4 SW I/4 AND GOV, LOT 2 AND GOV. LOT 3 AND SWI/4 NE I/4 OF SECTION 20, T. 23 N., R.5 E., W.M. /Vea•263A"t KING COUNTY, WASHINGTON �+ FOUNf� iACt 5019 rd/3' 344 77' (SEA' r FOUND e IROV 0/PE LEGAL DESCRIPTIONS NB9'-0 20'E CASE , 34488 ,`RECORD. (ESf.0 NTER Gf '/O!Y �•_- . (AS PROVIDED BY TRANSAMERICA TITLE INSURANCE COMPANY -ORDER NO 638072, SEVENTH REPORT, DATED DECEMBER 3 , 1979 ) _ 323 31 r,E,4, / CO,VC WON "'%9XA5.5 CAP : S 'r13650 ` 57 3 d 3' (K E COKL'-6• Y PARCEL I (SEE RECORD OF SURVEY6 , Y0C 24, L(� ar3d•2'F b b 3 ' x� `t. /`� q A Ab /39) 1� -7 -.sEA -\`-�-�., a 59"t THAT PORTION OF THE SOUTHWEST //4 OFSECT/ON 20, TOWNSH/�' 2j NORT1`1, .^/ANGE 5 EAST•, W ,M , l � Q. � — \ Y � Je5CR/BE0,45 FOLLOWS 8E6/N/V/NG AT THE NORTHEAST CORIVER OFSA/O SOUTHWEST 114 , i a , � r OMPA�'�•pA pM�� � � THENCE S O/°46'02 "W ALONG THE L EAST L/NE THEREOF, .i/7 79 FEET TO 7'HE SOUTHERLY ` �� \\ t �GN �.J� % ti� T LINE OF BONNEVILLE POWER ADM/N16TRATIONS RIGHT-OF-WAY A5 RECORDED /N /NSTKUML-NT A-6 AUDITORS FILE NO 5176076; TNENCE S 89'10'20"W 4LONv SA/J SOUTH L/NE ��N° � 56-8 \ y= A1.6xe\ (1�'�� t _� 527 26 FEEr; THENCE S 26'09 "/B " W LONG THE SOUTHEASTERL Y L/NE OF 4FORESA/ O 30 t, pOGE r A.f' ,RIGHT=OF-WAY, /B8 70 FEET TO THE TRUE fPoI/VT OF BEGINNING; THENCE CONTINUING1,w -o '. •' . �. �. c < ALONG SAID SOU-T1IEASTERL Y L INE 399 44 FEET TO THE NORTNERL Y MARGIN OF PROSPER s• Q9z ETH/ER ROAD; THENCE 557'06'26 E ALONG SAID NORTHERLY MARL/N 120 92 FEET TO ;-r/E WE5TERLY MARGIN OF AN UNOEOICATEO ROAD; THENCE N27'07'65'E ALONG SAID WESTERLY 5np•:. 1a d = 35'S9'35' MA PG/N 3// 49 FEEr, THENCE N24.41'3o"W ALONG SAID WESTERLY MARGIN 161 72 ,,;,. �D ' y 4'3L�X' FEET 7o T//E TRUE pol vT OF BEG/!VN/NCs. \o c-o PARCEL 215: THAT f�RT/ON OF THE NORTHWEST Y4 OF THE SOUTHWEST /4 OF SECTION 20, TOWNSHIP 23 NORTH, ` �y Nr, `�s� `� �� r-�L y 9`rs�Q �' o �' c J RANGE 5 F-45T, WM , DESCRIBED A5 FOLLOWS BEGINNING AT THE WEST /4 CORNER OF SAID o �.�' c o ti `P \ �. �o y ;`: SECTION 20; THENCE N 89'10'20"E ALONG THE NORTH L/NE OF SAID SOUTHWEST %4, .344 88 `•,�\ A h� v �\ vo y zp� \ \ FEET TO A POINT ON THE NORTHEA5TER1_ Y IWARG1N OF dENSON ROAD, THENCE S 16'16,56' E 4LONCT SAID MARGIN A DISTANCE OF 469.37 FEET TO A POINT ON THE SOUT/-IWESTERL Y VA I?,-o• Z,o \'7 OF BONNEVILLE POWER AOM/N/STRA T/DNS R/GHT - OF- WAY �45 .QECORDEO UNDER AUD! TOR 5 9yJ sy $ v , -1 ., _`a y �o �y \`so FILE' NOS. 3292927 AND .3241106 BEING 7HE TRUE AO/NT OF 6.EGIIVN/NG; THENCE \ I o , Q r_ - 642'.35'54 "E ALONG, SA/0 MARGIN TO A POINT OF /NTERSEC•T/ON W/TH THE ,'VDRTHWESTERLY" Z, �_ -� `�'• ��- � ' o �-p v �- '- '� f' MARGIN OF EAGLE R106E DRIVE SOUTH A5 RECORDED UNDER AUDITORS FILE NO 64L;.3/8(X_?, ; ~;,Z �L - 'all =44i Q ems, �Q c^� �" \ THENCE SOUrHWESrERLY AND WESTERLY ALONG SAID RIGHT -OF - WAY LINE TO Th'E NORTH - ,;4TUM PROaEC T SCALE 1"= 100, FOUND CA5E0 CONCRETE MONUMENT wl / " BRASS CAP - YOL D F05/7-IOIV EASTERLY MARGIN OF BENSON ROAD, THENCE NORTHWESTERLY ALON6 Sq ID W/ARG/N TO THE .� NOTE THE LANGUAGE CONTAINED /N AN EASEMENT RECORDED UNDER TRUE Rowr OF BE6INN/N6. Y e (J J h �A� AF NO 3155235 CAUSES 541D INSTRUMENT TO AFFECT PARCEL 2 (R/GHT PARCEL 3 \ U) . 9 :� ' — Z= 3 OF ENTRY) 11 o s THAT A9RTION OF THE WEST 12 OF SECTION 20, TOWNSHIP 23 NORTH, RA,VGE h EAST 14 ,N , OESC.RI E Z b J �v G AS FOLLOWS BEGINNING 4r THE WEST 14 CORNER OF ,SAID SECT/0N, THENCE 1V8.9"10'20 `E � � ALONG THE EAST -WEST CENTERLINE rHEREOF 523.33 FEET TO T yE NORTHER 5 TERL Y LINE Of i� �= pQ' J Z Z BONNEV/LLE POWER ADM/NISTRAT/ON S R/GHT- OF-`VAY 45 RECORDED UNDER' AUDITOR'S F1�_E w' 3 ,q�P00 •� h/ v s tih SURVEYORS CERTIFICATE NO 3292927; THENCE 542.35'54 "E ALONG SAID NORI AS7i -) L1NE 38/ 64 FEET TO m, �� ,% HT F \ D ti�',`� This map correct) represents a survey made THE SoL17-9EA5TERL Y MARGIN OF PU6Er SOUND POWER , L /G 1O1W ANY 5 2 0 FG)T R/GN'T O r1-A > �0 Y P Y A5 CONTAINED IN INSTRUMENT RECOROEO UNOER AUDITORS F/L.E NO F5d,(37370 AND THE TRUE SEE NOTE by me or under my direction In conformance POINT OF BEGINN/NG; THENCE /V 74 . 2'17"E ALONG SAID S�UTNE45T..R� r' 41AR611V 1/d3 it, FEE. T , L a ��Q with the requirements of the Survey � Recordin 'EY /�F `r`g THENCE ALONG 5A10 SOUTHEASTERLY MAR611V 44GZ FtEf(; �yC_ Act at the request of Lincoln Property Company ITY OF SEATTLE'5 TRANSMISSION LINE R/6HT-OF-A,4Y,• THENCE SOB3y rEcTC '730 86 7r q _ NORTH L/NE OF BON'1VEV/LLE POWER A4?M/N/57RAT10.1/'5 RIGHT -OF WAY AS CONTAINED /N !NSTR�,ti1ENT JEA r V ^'2� 00 t- RECORDEO UNDER AUO/TORS F14E NO 5/7607b THENCE 5 89'/0 20 'W ALONG SAID VORTh L 1,ti'E A -109.27 54' EPU L' 220 8.3 \ o in may 11981. R = 20 00 ` � o 0 14 6 26 FEET; THENCE S 22' 42 ' 56 " W ALONG SA; D BONNE V, L L E POw'E4 R, lT OF- WA r' 61,9 54 FEET L = 36 21 TO THE NORTHERLY L/NE OF PROSPER ETh/ER ROAD THENCE. N 57'9d"16"�' 440/V6 SAID ,nJA0 LIA5 ` NOUN'[? CONCRETE NAIL e2961 FEET TO A 100INT OF CURVATURE; THENCE JN A "URVE 70 THE REF." 07/V A RAJI!/5 OF `Y006 W021 `r L� cert. no. 15650 22-9 9,9 FEET, AN ARC ,9131-AN6E OF 243 06 FEET T9 TiSNE AoRTRL \ DAN HA LLI NHE.A,S, 3O AJMI1'//STRAYIONS RIGHT -OF -)+AK UNDER AUOITOK'S FILE NO 3292927, THENCE N42'35 54' W 3v \ ALONG SA10 1V0R711EA5TER1_ Y �/NE 52 32 F4T 7- .'O THE TRUE FoIIVTOF BEG /NNIN6. EXCEPT THAT PORT/ON THEREOF LYING 50UT414h'L K ANG WE�TE4'.. r .�F THE ti�'R/NEASTERLY _,,.Vf OF rHA7- PARCEL OF LAND 0E5CR16eD, AS PARCEL C Bf /N5TRWOEN7 1?EC >R0e0 UNDER NO 710104 - 0192 . PARCEL 5 THAT PORTION OF THE WEST %2 OF .SECTION 20, iOWNSHIP 23 NORTH, RANGE S EAST, #4 M Jk-5CR/dE0 A5 t'L::'445 BE6INNIN6 AT 78E WEST 14 CORNER OF SAID SECTION, THENCE N f)0'44 �).5 "E , 329 59 FEET To ,'r,E. SOUTHERLY MARGINOF THE Cirr OF SEATTLE'S 200 4Wr DIABLO RAN5.h11,5S.ON R1e,Hr-OF-WAY 45 ,01y7A/NE0 IN INSTRUMENT JNOER AUDITORS F/L E NO 3560496, rHENCE ALONG 5A.,10 SOi/TrtERC Y :v?A,461,V 1V87°23'49"E, 956 68 FEET'O THE TRUE Po/NT OF DE6/NN/N6, THENCE :_OAITIVULNG N,97°2•J 49' L ALONG SA/O SOUTHERLY MARG/N 1053 51 FEET TO THE WEST LINE OF C/TY OFSEA 77LES /00 FOOT RIGHT-OF-WAY; THENCE SOB°37 30""E ALONG SAID /00 FOOT ROGHT OF- *V:4Y f,51 95 FEET TC, NORTAI L/NE OF PUGET SOUND POWER e 416H T C01yIP4NY'S 120 F[)O r . I-_,-,1-1T-?F-WAr 45 CON 7-A, Av1. _ IN INSTRUMENT RECORDED UIIVOER ,AUD,TOR'S FILE NO 5687370, THENCE S,32`22 J0-K 4 ONO 5A.0 Ac4'•+ L11YE 60.70 FEET THENCE CONTN61186 4::0-ti'6 5�/d AORT,-, /ti6- .5 14132 ' ',ti. •05. 92 CEt7 %;'? 4 ,RO/NT kiIH16H BE41,R5 502036'1' " E, 490 DO FEET r"Rczti1 ,*I+L TRUE Ft911VT OF 49F6INN/NG ' THENCE N 02'36'11 "W, 490 00 FEET rV rHE TRUE POINT OF 6E6/NH1NG. EXCEPT TH.1 T PORT/ON 'HEREOF CON VE rE0 TO C1 T Y OF ,4'E!v T0. JAA10ARY ;2, 1973 U•hOER RECORU/NG NO 780112 • J79' ALSO EXCEPT THAT PORTION OF rHE WEST Y2 OF SECT!0/% 20, 19AVASrr;P 23 .v.-'YTH, 4AA6E -5 EAST .r M ')E5CR/6ED A5 FOLLOWS: SE611VNINO .47' THE WE5T 14 CORNER OFSA/D SEC7_10h', THENCE .VuYJ'44 0.5 "E 329 59 FEE7 TO THE ,SOUTHERLY MARG/N OF THE C/TY OF SEA TTLE5 200 FOOT 91A8L.0 TRANSM,551ON R%5,4,r_jF WAY A5 CONTAINED /N INSTRUMENT UNDER AUDITORS 4'ILE NO 3560496, RECc1RU5 J.F h.',4d DUN'7Y, wAtiH/NG'91V, THENCE ALONG SAID SOUTHERL Y MAR&IN N 92 '23 49"E, 856 68 FEET TO A .'c7,'.ti ! ;IVOTED A5 THE 75' .'E R9I1VT OF BEGINNING OF PARCEL 25 AS CONTAINED /,V /N5TRUME1VT UNDER AU0/7-0,4 5 FILE NO 61.503.34 AND THE TRUE POINT OF BE6/NN/A16 OF TH/5 JESCR. �7;'O,✓, THENCE 502'36 ;'1'E A4JIV6 THE EASTERLY 111VE OF THE RENTON ELKS SITE AS CONTAINED /N /N57RU1dE1VT RECORDED UNDER AU01rOKS F11ENO .5837/89, 49000 FEET TO THE NORTHERLY LONE OF T11E PU6ET.SDUND POWER 1 L/G.HT CO,ti11'ANr S R16HT-OF-WAY A5 CONTAINED UNOER AUDITOR6 FILE NO 5687370, THENCE /V 74"32 /7"E ALONG SAID LINE 153 85 FEET TO THE NORTHWESTERLY LINE OFE46LER106E OR/✓E SDuTH /NTHEC/TY OFRESTON, THENCE N 46026'50" E ALONG THE NORTHEASTERLY PROJECTION OF 5A/0 L 1�'E 77 44 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, HAVING A RADIUS OF 170 00 FEET, THENCE NORTH - EASTERL Y ANO NORT'IERI-Y, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF .58'15 43 ', AN ARC D157AIVCE OF 172 87 FEET; THENCE N 78°11 07 "E. 60 00 FEET, THENCE N II °48 53"W, 242 92 FEET TO THE SOUTHERL Y MARGIN OF CITY' OF SEATTLES 200 F0Or DIABLO TRAN5N1/5S/ON R1G!-IT-OF-W4Y1- 7HENCE 58702349"W ALONG 541D MARGIN 285 2 FEET TO T/1E TRUE POINT OF BE(5INNIN(5. DARrFI I(1 THAT PORTION OF THE SOUTHWEST /4 OF THE NORTHEAST 4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGES EAST, WA4, LrING NORTHERLYOFBONNE VILLE POWER ADMINISTRATION EASEMENT AND SOUTHERLY OF CITY OF SEATTLE TRANSMISSION LANE R/GHT-OF-WAY LEGEND C! RAJ/AL OY&ORD) = TR4 ti; E N.5_'-t4 V. E G.�M•"A,h'Y - .ORDER NO 63g072, .SEVE,4'; H -iEPQR,', "A%' _ 3 979 AO; VD M,9NU4,1E'V7,_ TYPE AND POSITION A5 NOrED .5t AAR 41,., _ 40 5 415650 r;. �. ". _. �•,cf-' �.h'✓9UC 0 5)' 7 KING COUNTY WORK PROJECTS AOM/N. �t SET .JN�,1E%E-N:?.tiu.MENrw: BRAS5 CAP (UNLESSOTNERW/SENOTEO) SEE NOTES ON SHEET 3 OF 3. SURVEYORS CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Lincoln Property Company i n Ma —cert. no, 10046 DEAN E. MU NTER REC-ORDERS CERTIFICATE Filed for record this_'_'__doy of-,, /_;_ _1981 in Vol—' .of Surveys on Page of the request of SEA, Inc., ENGINEERS/PLANNERS Manager Supt. of Records Project No I -_324-007-801 SHEET-1 of _3 SPARKS, NEVADA 0 LAS VEGAS, NEVADA O SEATTLE, WASHINGTON ENGINEERS/PLANNERS MR171 VW pr"" "I! 9 7, 777 v RECORD OF SURVEY PORTIONS OF N�1/4SWI/4 AND NWI/4SWI/4 AND GOV LOT 2 AND GOV. LOT 3 AND SWI/4NEI/4 OF SECTION 20, T.23N., R.5E., W.M. 6r\ E N- KING COUNTY, WASHINGTON is 5 411"'111 � 124 4, Al 86040'38 1179, CPO' 15 EA MONUMENT AT ' 0 CEVrff? OF TOWER — RADNIAD pWMRELOCATION LEGE EIOVg CEOC 1ErRAA5w1-5 TOWER DIA6405cAr SANITAR"— .. (QC4W)x rRAM64A AMRACA rlrlE INSURANCE COMPANY - ORD4ER A0.3072 XAOPROXIMATEFlor.6937434 A. ,35604 SEWER A.F 5&YENM AWRRr, 44TeD 0EC4WZq 3, 1970, 31 0M kh #86*40:fd ",f 49 �v (SEA) -011N0 MONUMENT,7-rM ,LINO *0 1710N A$ WrW .60, (SEA) -7 V87O23 49 "f /0 53.5 V8 702345F A PPROXIMA TE E 0,C A WAS'WIM6 rO N a4s EA-4xiwir 4.F# 49599" 4, -40'38"4' 1( 76814 MA UIRA L 56:710N 5ualole r4p sy r _96 0-0 15101V SHEET 1*40AWC4 #e VIVO COUNry *VRIf PRaAECr6 ADAVIVISMATIO IV 2' cacoo) ser cowcR&7,c 14a*41Ai4Nr w14w4.,4 CAP r4IN44F$5 07?,V4,T W Ei 25 AS A0450 r RECORDED r Na 0"ER %C.,r .po.B. OF AVC ?/,640 IN ► Ab IN5rRVA46q C) .900WD COWCACrk AWVV.+ffWr. /7 UNDER A.F#9150334 WIZEAO AW TACK, "IZO t ow 4W41N10 •�4 JOIA 00 "PARCEL 5 V, pf. /00 D D)" SEE NOTES ON SHEET 3 QF 30 CrE Af 0,V4Wjr,#,T oWA"S 64P L A .0456 so 5 80 Acl-ea 70 .50,70'(06OR (5f-A) N81 50.' "V RZCAW a -440 ff Y. M. 24, P6 15.9 4)i 7/502, SEA 1 3-d SEE LEGAL DESCRIPTIONS ON SHEET I OF13�' 36, �IVUNV M 0 q8r22 ji, 7/5-07 1 �. b- 5o. 15' E 0. Z3' -4 a , sa-/s'/e : g ` 4� `� (sue+) ,� 4) Vj1-39'12"f V �za W)aN -2 8 E 50 1.U156• x F-20o.-00, (C 44 0 R 230, 00' '7939 Dy - ". 52BI 04"I'SEA) L 202,92' cA) 'n %n *69*10'20 ",E ?.5,E4 -ciry OF .69 52 80 -95' (M CA'1,0D Y)t .48 7' "W 86 7� W(k, C.) N89009'54-e 52,8117' 13 2"5. 261 0941?041"W 8B.80't,5,-A) 2&L— tlqg ..k 2"4 85'(MCKIDDY) 1055 155101V �e �A 7-0t45M SURVEYORS CERTIFICATE W-C , e �_ #gqolo2o'�� 14626 11)" 05'1111111111`1 �A I - '32'11 PA aj4� 26 �58 "E 23 N� '14 track ol, �3 ON This map correctly represents a survey made �32111,If ER V) CDA1 (6EA) 5 0. 19' E.. 12 13' A-32"'1,16010 77850' (AlCk'In0y) by me or under my direction in conformance lo()R with the requirements of the Survey Recording lop A-F w equiremen Act at the request of Lincoln Property Company PIJ6,er y oF- WA 05 376--�� PARCEL 3 78 (,q / �— 5 56' (% in May 11981. C L (5f-A) 13.0 A,56 Acres N Q cert. no. 15650 .59 t473 46 N DANNY HALLIN 40 - 'Cou'vo X ',E 6_64.50'(,+fC)0(119D)1) 4• 50' (5--A) 8XA55 CAR 50 19' W 0, 10' NORTHEASTERLY OF 7(�iA) SURVEYORS CERTIFICATE ,aARCEL 6 AS DESCR18E0 527 26'WCOA This map correctly represents a survey made ovoeR REC,,Vo 710104 -JI92 by me or under my direction in conformance � N \ � I with the requirements of the S Recording 14 Survey oti Act at the request of Lincoln Property < Ci °a, y a� �/ ' \�_ �����° ,o \6�, �P p /h�oo ^��. y CoMpan A,, /�4o� may 0� - 1981. in \ ��\ / III ��� ��° \` \� �� v ` IN N -cert. no?:10046 4 \ .a., J6A -2 2V �j 4 Ck (A QE AO'r E�,4r� P RTE R 1114 Q S. 'IV N I IV Q < P F rr) P'h DA ra/w ,oRojecr SCALE I U z 100 �j `V89110 6 7' 418487638 *5 4-9 fj �4 4.F&593?434\ 'faoq\o \ / S4N/T,4RYSWER ESM'T� \ \� Filed for record this day of f 19 31- ,,, 1 1 -10 PaRCEL of Surveys o 0,ErA IL A' 611, at in Vol. n Page • 0/ Acres N07 TO SCALE B SEA, Inc., ENGINEERS/ PLANNERS A\ at the request of- �f) \N 4 Manager Supt. of Records 5 "r) 0 \V I "Y K 1� - I 12!t6,0,(,4CE SO Ur� To *fOVUXEA17' J> Z638 '6 65364'(SEA) TO /A/7 ICRARTAVENVE <2�? 01-324-007-801 SHEET 2 ot -3- roect N Ci 0ao j - , �,- SPARKS, NEVADA C613 3.6,8'(5 (AKA S. /9 STREV) ALA�i 0 LAS VEGAS, NEVADA' SEE ClfrAIZ A (WK100 Y) SEA TTL E, WASHiNGTO FOUND cAsm eomcRErE1wcwzImEmr MUM10 owe, lb WAI 'VINY 1 03. (SEA) -11-ARASS CAR - HOLD Pa5l r/0,V' - ENGINEERS)PLANNERS } RECORD OF SURVEY PORTIONS OF NE 1/4 SA, I/4 AND NWI/4SWi/4 AND GOV. L-OT 2 AND GOV LOT 3 AND SWI/4NE1/4 OF SECTION 20, T.23N., R.5E,, W.M. KING COUNTY, WASHINGTON 7 fOUND CONCRETE MONUMENT WILE 90 AND TACK N BUR/EU _3° BELOW GROUND 20 OATUNI SOUND Ft�WER � L/GNT COMPANY F'Ru.1ECT HRH SN' NE S�,f /E CTT LINE '0 A PUG TRANSM/SS/'ON COMPANY SCALE I"= 100, E' LIGHT PUGET SOUND ,�?WE , NTERMaUNTA /N RAWER NO 2 TRANS/1?/5S/ON L /N / (5EA ) 86'X /5 "f �5919 ` /n1CK/DOri Kt00y) PARCEL 10 �Mc 8 CA 15e4 ) LEGEND 18 , a Q� (�- I l e 06 -o A6✓k,7X ;,74r ` 4 rV4 NO'6A' �J uJ` 6-9 yy 190 Acres B_ �R) RADIAL V,4T' .4.'AL ,;4.S FA�E;ti�t �.' A F',V-19.59966 t Co) N j1 0 22 lQ OF �Q� ;RE(ORD) 7,24h'.5A/V1ER,' q TiTL ,'V,5. R,4NCL V. e38072. t �' Sf-VE/v'h RCrVRT, DATE✓ L-EMBEh' 1 /y7'y i .� ,�-� 2 5 � 1 O V ,� � 5�•A ; �!. III (� ,zatwO-WL)N'U1WEti'2,, TYF'EAN"D • SET 518' R5 3AR AND CAE' / S *15650 �, •T :• � .�' � !KC; SECTlQti' SuBO/t'i5!UN ShE�-7 �Rc�,�,;rCFC' .•• • ;,'✓G [:L,.'•'vT ti' �� I � f WC/Zh" PRU✓ECTS ADti+.'N.ISTRAT.IOh' .SET CONCRE;'E ,b10Nc.MEh T w; ORAS S ' :4F--' (� NO CORniER SET t , % In 4 m CcN'T�.4 OF t o- i RC j SEE LEGAL DESCRIPTIONS I f" L NE T a Q �' SURVEYORS_ CERTIFICATE ON SHEET I OF 3. 1 , 15-ro A �5 rRE-TE This map correctly represents a survey made 24 ` v(eR rRAr4SM � J by me or under my direction in conformance T C CENTER OF Mo. NC'MEIv'T w'PIN with the requirements of the Survey Recording Act at the request of Pro perty_Campony "_%'9 .� 0101-0 - Zel6 /4'yCi�;D0'J z 85' ; MK/DDY) ' _Lincoln _M n �'I98I .d N86.40 .18 _-c_�_7_' --i-S-E- - 9 120 261b 3! SEA; -- � er 1a 73 5EA1 // �; �,N� N1;?.ni./NiE''✓;.' J• __ cert. no. 15650 �cEtiTER.�FrowE� ,..c,ti-,'Eh-��TowE'e c,'?'26s8'E " 528! A4' fs`4' S286 ri ti7. , . UC, . , DANNY HALLIN 1. Gil L RE TL. A10,v✓MENT v d 9',v 1Jc" 5 / 17 r/' I"',9RAj5 .'Ar [ S -0 i5650 v dy'09 s4 'E - (SEE r�Et".JiZ aF54IRVEY ;J _j.N WONc/A ,tiT %�/.• SURVEYORS CERTIFICATE ct343 - d✓A''cD _� BE[Oki 'GRa' YL" 4�jn`. NOTES This map correctly represents a survey made L by me or under my direction in conformance 1' ~ iARY .14'.4 ANJ EA_SE 4^, NT5 AERE DE''E 4�1 ;b'EL! FROh1 •E_ iJ S✓ROr//5/OtiA� wltr) the requirements of the Survey Recording U) NCAS'/fEMENTS. hE�C4D:hST4JME,1'TS A`;t%T4'4V5A:YiE,^''Cr /T!E ;Y"_SUR.A.v'('F C"QM'q;Vr' PRr'L.MINARYCOMM/TM,�n/T Act the Lincoln Property Company NO 63S071,6E:' ti7HRE.-VR7, .JA'fD JECEti'?BER j9?9 at request of B45i5 OF BEAR/NG /5-ROJECT DAr&,V! r (� 3 �')R N ADOiT/ONA( /FORNIAT/O,N 5EE RECORL) OF `,.iR�E / f7LE.� /N v1 {'/J, , ',E 44, "46: >9, 1 n MAY1981. PARCEL 5 rn r, O b rZECORO/v6 No 800718 9cXJ9, ,4EC01?06 Of K/Nv � Z :.',ti Y , n'A 5H//1'C; TD•ti ( D l ` �• I 2� a ✓ rYE4L:,i'E. 416H1'-01c'.rYAY5 WErPf JETERM/NED BY ! E�:% .'YIEASJREMf'NT5 4hD FRc'rti' ./N'4'ECU4JED N7Av'> FOR PiJGE7 50 ✓O fVWER 1.0.tilP4h'r AS Y.R F'A.kEO E3Y R.? /,� cert. no, 10046 _ rn y tiU. 7c7 (tiff „y 3a48 �g i A F# r�687370 N AN Y iGNI % COMP P0� ER_ OF - WAY - PUGEf Rr6 y w Q{ �� of sEATTLL�NE � � TRANSM/55/ON �v 4-e 7 44 S f3 r 5 cn sa �. lSf�i) �n P� BONNEVILLE POW,-_R ADMINISTRATION R/6HT -OF• WA r A f # 5/78076 J DEAN MUN ER RECORDERS CERTIFICATE Filed for record this day of _ 1981 at M. in Vol. of Surveys on Page at the request of SEAInc,ENGINEERS / PLANNERS Manager Supt. of Records r�77, 4 Oh RN18C RNiBC NODE:RN18 NODE:RN17 w j z It �— - �-- co ti cD o N° _�,'- ❑ f@25 1- 2 S IOTH ST cn 0 Q z Q CDCD 1 1 � RN18C �w RN,PrI `s- _ 109 fJ j ! ♦ ` �� RN18D RN1 Ct RN17D 1 ! ♦.! ro NV 18 / NODE:RN18 1 `-I RN18D O 18 1 [[2 4 24 2- "M 58' \� Q - ---- 24 8'=�:RN17 �0 - , N17D M r� 16 7 24 24 00. 1._ NODE:RN18 �� RN18Cj o1 2-2 N�� R 701' 73' ❑ 2 3'»�� �O 12 102' RN17A ` RN1 12 7 r 12 O 2- 2 "NA) 3- 2 »64 50' `ID 260' 2- 3 "N» 57' - 0 4- 2 " 1 2 2 153 15 83 84' 95 181' a DN VILLAGE PL - - — 1 4, M ` 70 3 2 »NA} 00 15 6 L - - - - - - iv 121' 1 10 2- 2 �NA; �� 15 0 I c- �'� 10 0 � 15 10 1 1 30' 3- 2 "N� COUNTRY HILLS I 10 4- 2" S 1 Y 2 N. r -� un 1 7 Ic'- 1 6t�n< 1 2 12 14, APTS ; 24 3- 2 "NAB 4- 2 "N �p 1V o S 1 n CD �� 0 1 24- 8 4- 3 "N� o 1 0 50' 75 1-- 2 n 3- 2 b 1 2 �- 1 16 16 5-2"N N 1l 5 if1 m 1 ❑ N `5' 16 \\ 1 18 10� 10 0 Ll 0 1 24 v 166' `4- 2 »NA1 1 6 RN17C 0 1 5 1 5 1 0 R N cn r � f! RN18A 1 N 1 2-2»Ns 0 ����0 10 K ° 9 w ! 1 cn 1 � l \/ RN17D � N Q 3 -' 1 12 1 5 & Oct F� � ❑ 1 AR IF 4- 2 F- 15 \� 1 1 6 41150' 16 -. 1 12 12 84, 4- 2 "64 ARTS REC Q 2- 2�! ! 1 _ 4- 2„�I, 1 . _ CD i 1 1 � N N 1= 2 "lN 1 6 E nol 1 U vo 1 15 1 RN18D ! 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