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HomeMy WebLinkAboutLUA00-088 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 WATER UTILITY EASEMENT Property Tax Parcel Number: 192305-9043 Project File#: Street Intersection or Project Name: Reference Number(s)of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1. RVA Center LLC 1. City of Renton, a Municipal Corporation 2. The Grantor(s),as named above,for and in consideration of mutual benefits,do by these presents,grant, bargain,sell,convey,and warrant unto the above named Grantee,its successors and assigns,an easement for public water line with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described as follows: That portion of the northeast quarter of the northeast quarter of Section 19,Township 23 North,Range 5 East, W.M.described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the southwest corner of said northeast quarter;thence NO1°04'08"E,a distance of 526.84 feet; thence S88°55'52"E,a distance of 214.39 feet to the true point of beginning;thence N01°16'40"W, a distance of 12.52 feet;thence S86°20'23"E,a distance of 169.25 feet to the terminus of said strip;except that portion thereof lying within land described in instruments for waterline easements under Auditor's File No. 6631805 and Recording No. 8706091484. THIS DOCUMENT HEREBY SUPERCEDES AND CORRECTS THE FORM OF THE 15 FEET WIDE WATERLINE EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 9808130338. RVACNTR2.doc\ Page 1 FORM 03 0009/bh/ . . _ . 0 0 CITY OF RENTON •• -71---4iii-g--062 - ..iiiiii. ...-. .- . ,11 vi 6. . 4. _4. _ .4. •,..........1 Illader NAL Planning/Building/Public Works • vel- tz u JUL • 0?-61 a - 5 I 1055 South-Grady Way - Renton Washington 98055 . ta 1=•• ' - _ 1 8'0 0 If 3 0- 4thiegn - - / futa en PRSRT FIRST=CLASS A- TYT1 07V4110 PB • MEnli : .- - ADDRESS .SERVICE REQUESTED SE 7 ,. •.. ,- 7i58401 U.S. POSTAGE OF' . • ••,, -`,^,- . . _,. -.. . ..7 .. Sunsto Hotel Investors . . , 115 C e De lndustrias, #201 , • . . ,n Clemente CA 92672 . . .. . . --- ----- ------- ----- -- —- • . • 5UN5115 926721023 1299 16 07/22/00 •. ' FORWARD TIME EXP RTN TO SEND • :SUNSTONE ------- - 903 CALLE AMANECER SAN CLEMENTE CA 92673-6212 . , • • ... . . ,,, . . •• . . - . • . . , - . . • . . • . . - - - . , • • , . . • 1, RUMP - 9Z§ . , .. , • . " *E3E.-ZikS:S.;:7--:-'7:::*::' • iiiiiiiiiiiiLliitiliiiiiidir ,hiiiiiiiiiiiihniliiiiiiiiiibbilliiiiiiiild • Y Gti O� . • ;; ® . NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-00-088,SA-A/RENTON VILLAGE SHOPPING CENTER SHORT PLAT r PROJECT DESCRIPTION: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial(CA) zone.• Portions of the site are currently developed with the Renton Village Shopping Center, containing a variety of commercial retail businesses. The new lots are intended for future commercial development. • PROJECT LOCATION: 401—601 Grady Way PUBLIC APPROVALS: Administrative Site Plan Approval,Building Permits Comments on the above application must be submitted in writing to Mr. Steve Taylor, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 1,2000. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Mr.Taylor at(425) 430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: July 12,2000 • NOTICE OF COMPLETE APPLICATION: July 17,2000 , . DATE OF NOTICE OF APPLICATION: - July 17,2000 _ . • u, ._- ••. NEIGHBORHOOD OEMIL NW p 1. . • Q J '•. ©.‘IRENTON VILLAGE SHOPPING CENTER SHORT PLAT I, 'w •' Ill' f] - ', f - _ :.I�, CAI Ir ,,, ..„..,E.. L,} :: • S , # I '1aruu '' d,' GRpDis TU n.a ,` ^ • I S _ ' �. M In . '" L ®;..f, ! I/t r-- i or I ;7�% �� / e .�ti �. .7 �p ,G• uJN �g,�;c (`'CTti.*" - ,.l,, :A' RI51.m H 'cE'..'• II. ' . � ' ' g �I® NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION.doc • a p CITY OF RENTON p6 1 � IA Planning/Building/Public Works J ��® 14 N =CC j 'D 0 JUL 18'0 0 v``�a s a o a o Y 1055 South Grady Way -Renton Washington 98055 ,, Oe y' ADDRESS SERVICE REQUESTED 76 8406 .� s• POsrAGF_ State of Washington 15325 SE 30th PI. Bellevue, WA 98007 Ju`C .,R.. TO WRITER 'fir st ADDRESSEE CD Wd �. UNKNOWN • a�� 3��ya. !liI:i1.I(iilstsil,I}x!slfillli! �Y 0 �� ,, ® . 4.NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-00-088,SA-A/RENTON VILLAGE SHOPPING CENTER SHORT PLAT PROJECT DESCRIPTION: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA) zone. Portions of the site are currently developed with the Renton Village Shopping Center, containing a variety of commercial retail businesses. The new lots are intended for future commercial development. PROJECT LOCATION: 401-601 Grady Way PUBLIC APPROVALS: Administrative Site Plan Approval,Building Permits Comments on the above application must be submitted in writing to Mr. Steve Taylor, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 1,2000. If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact Mr.Taylor at(425)430-7219. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: July 12,2000 NOTICE OF COMPLETE APPLICATION: July 17,2000 DATE OF NOTICE OF APPLICATION: July 17,2000 • • V' -• I NEIOHBORHOODOETNL MM ' `- .,IRENTON VILLAGE SHOPPING CENTER SHORT PLAT I. � � F ••""+7 il y',- Wed•° Rao.s .S• aru �\ :+ Ian© \ I � �/T .Map`lir-i(7- T,.---•• Itl ?./i. 1„..,..irt ...tor ,i-ttimw.,4.1...,,.:,,,rj,-;.,;•-:-..-.---0-- ,Ii.,': zl'i f r { r I ®;�, I •:/1/ I. • ,,,... 9 q 7i F._2, I e1r tom,.7 `�: '' -tom�Q z� a .;.; ; . i�Lie��•.� i $ •� I� -:4 'd II,I 1 "" 43 ET��mas 8 9`I�® I'/ NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION.doc • I/,y1 I 4,. �� LUA— — —SHPL a o I I I 10' F; 4 00 /0'yy FOUND MON IN CA4. SE . ... m- --.y II� 00 P44,4,.0 ,09 r'�OA VISITED 4-f-9B LND- - n I IF- 2�4j 04p'Q.+r60vVr" 0//F,y��V,OpO •r , ' l'2i' S0 Ipm I I='1 l I'Pr~2�Po0y+.2O,/P`�90~0'6 I 24' / :16r2 mm I I'� I Q0i,6 A°6 .o�,�e2°}fiA° LOT 24 m r oa 1mI -ty,,+ 4.,0V, 2 4. m 1 1nil I °P 5AO /4 \ mon s / 1"=60 ' 11 N4 19 I I.__ 4, 1,—+10' L 0 T :cg om I I GRAPHIC SCALE 1'=60' 30. II \ rl: I I m 1 I — - -—3,--- I n 1 - - I+ a'I I Sf i 1 TI I �N C 4 0= III 1 0 so 120 feo moo- ( Li,,,_ NO1'23'37'E 247.76'I nu, "' I I ��f'�I 129bf 1 1 �Nm, ET I 1 \� bps I ITy II15. I SEE SHEET 4 < I I+ z4 4� 7— GUY y.la TRANSMISSION I \ \\ I I I c LINE EASEMENT I IV II1I . REC. No. 3344660 NO0'31'47'N 456.17' MR� y• lVA \ \\ IZos�- I N -imD --- 1",-. \ \ 1 I I'a ,.. 15' 'gotSEME WATERLINE N1`��15 I(� I �N=�m�vai�o EASEMENT-REC. I I 1 f NOTE oSy OL \ 90 \\r,,{{ II II II��, a REPLACES XATERLINE� I i0' tf0• WIDE WATER LINE EASEMENT1i° I 4 1 i THE SANITARY SEWER EASEMENT AS DESCRIBED IN INSTRUMENT ' y \ /\ 13 I m omy..o• EASEMENT DESERVED I AUDITOR'S FILE NO. EASEMENT 5 1 I I UNDER AUDITOR'S FILE NO. 4 HAS BEEN PARTIALLY i9 I UNDER REC. .y1�^ RELEASED AS DESCRIBED IN INSTRUMENT UNDER RECORDING �[� / V J. w m ND. 9805000744 I 1 1 I C1y NO. 9406130334. THE PARTIALLY RELEASED EASEMENT AREA \ 1 '�/1/II�, EXTENDS FROM THE NORTH EDGE OF SOUTH RENTON VILLAGE PLACE I .�\ 12 NORTHEASTERLY TO A POINT APPROXIMATELY 30 FEET WEST OF THE / II I I MCDONALD'S \\ 00 WEST LINE OF THE MOST EASTERLY BUILDING OF SUBJECT \ I I�or�-I I RESTAURANT \ \\ mo EDGEEOFYSAIDN NORTH BUILDINGARALLEL WITH ANDD NORTHEASTERLY 130ERLY FEETI WER / \ g \ II I I o ' \\ m9 9 WTITH N T THE HIS REL OF EASEE AOFTEASEMENTY R APPEARS ATOTBEYACTIVE l0� I V1 110. 1 0 �.\ \\ JN m AND IS PRIVATELY OWNED BY RYA CENTER LLC. a \ N0160 41' 'OB E I \\ A J 30' 30' THRIFTWAY I i, L 0 T • \\ \ ,off STORE 1 4 m N C 1il \\ 9 7. �• o I 90\ \\1 ' mZ \ \ c1 n k ��POWER EASEMENT REC. mT' i UI 13 • -c A NO. B7013100374 I 1 Om \ \ 7' o� \ I I m if\ \ 20 f0' as\ \\ O ._ — \\ �I I o • m\ \\ L °D ��5 \ i 1 j10' 10' XIOE WATER LINE EASEMENT AUDITOR'S FILE NO. 663S805 l �'0 \ \\\ J (AM I( \ 1 it L_ _ LEGEND m0 25'Il \ - - __ 4- `7 \ -A 'I},� y7 T Ird1�`�S + •\\D •-SET 1/2-REBAR WITH CAP UNLESS NOTED C< I \\I I �•0' `10' WIDE SANITARY SEWER EASEMENT AUDITOR'S FILE NO. 6631804/ i 10'} "']gyp` '�I \\ i',4 H m.. (RELEASE OF EASEMENT-REC. NO. 9406130334-SEE NOTE ON THIS SHEET) o;� . m \ \ 1^ss a • D �:m v 1 I ,, I I rm a.a •I go 11 rn `1 9\ RETAIL STORES n= I I \ Vie, m� N nn N I I I SA\ �m I I'I/Y C / JN:o1 �GFg10 B U I L D I N G ;,. oD O 7-i POWER EASEMENT m I of t 1nfTf I wm II "o ljO�ro O\ r REC. N0. 6708100374 UNDERGROUND POWER EASEMENT pi _ C�9 ill ET1 wrsr+I I S i t C. NO. B70B100374� Z• I 1/r`B1 k. 1 19. 6 I�=II sosi�FF9f�\ I \ L sl- 1``g1, /iyoyln0 I\ Nm� 1n=-1 II~ +_—�-"' L....0\ 1 . rj--\Ns Ns / /-J i N~/Ids > '9° 1 \ II 1T �I to. 1'O4'08'E — - L`� —�f �`_i—' 1 II 10• WIDE WATER LINE EASEMENT AU°ITOR'S FILE 6631805 10 840.76' p 45�•II HYDRANT EASEMENT YORANT EASEMENT I J \3•45 e2/ II II REC. NO. 8612221310 REC. NO. B612221310 C 12511 LOT 1 LOT 2 i II f \\\ 30' 3°' CITY OF RENTON SHORT PLAT NO. SP 009-87 q" gF�.Fq \ 5°F�y� of" REC . NO. 8707069001 "°"'F 6, Os 1, aJ"j Ck,::4e, Ir - '- PORTION OF THE SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, N.H. • RVA CENTER LLC, JDB ND D /� CJ;" • HARSTAD CONSULTANTS OE SCALE SHORT PLAT APPLICATION DRAWING BY CHECKED BY L•,1' .,CIVIL ENGINEERS• LAND SURVEYORS ApppO '1, NO. LUA _ / B7y-D.j�- „.., 2024 R. LK SAMMANISH PRY. NE LOT C' ,, \'"14L1..N0/ REOROND• WA. 98052 4;, E. (425) 747-8336 SHEET O - krit•?r.__, CITY OF RENTON LLA NO. 001-88 DF 4 LUA- -SHPL LND- - ' BENCH MARKS CITY OF RENTON NO. 476 HORIZONTAL DATUM VERTICAL DATUM , TOP OF 1/2' IRON PIPE IN CONCRETE MONUMENT 15' EAST OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE AND BASIS OF BEARINGS CITY OF RENTON-NAVD 1988 SOUTH 15TH STREET. KING COUNTY AERIAL SURVEY (K.C.A.S.) CONVERTED FROM METERS TO FEET ELE. 132.82 NORTH LINE NE1/4 SECTION 19. ' TWP.23N..RGE-SE.,W.M. CITY OF RENTON NO. 659 1/B' BRONZE PIN AND CONCRETE PLUG INSIDE 2" DIAMETER STEEL PIPE DOWN 0.5" IN A MONUMENT'CASE AT THE CONSTRUCTED INTERSECTION OF S. PUGET DRIVE AND BENSON DRIVE S. ELE. B5.46 BASIS OF BEARINGS 2661.89 MEASURE NE CORNER ' SECTION 19,TWP,23N.,RGE.5E., ',M. • 3 Mr• N88'42'36"W 2661.88 K.C.A.S. N FOUND CONCRETE MONUMENT NORTH LINE NE1/4 SECTION 19, TWP. 23N.. RGE. 5E.. X.M. + WITH TACK IN LEAD IN MON CAS'•E o VISITED 4-1-98 •- NORTH 1/4 CORNER CITY OF RENTON MONU9MENT NO. '63 W N TWPSECT23N.ION 1RGE.5E.,W.M. 4P,� 3g'19'(, 4 W FOUND CONCRETE MONUMENT pO� P` w F WITH PIN IN MON CASE y.(N Go No- 1^1-� 66 AA 4 CO 83 CITYTOF 4-1-98 MONUMENT N0. 60 %.- TE 11 L.466. 1A.1 I . Q UND NON lST A V5 're ' L O T W o I I5I 90 CrS�•,03'•• • m O H �°" 4"S" O6'30 0° 2 CC .m. pSUPE _ 0 q.3 A�a t Es+OF �e 85 0 = el cu toW1.3 l ME 1g2.92 0. Q60,59:45. \�v c°a 96'p310 O ✓ 422 l Z` N77.29•26, Ls.E o Q'OZZ 2 , _ , ~�\_ N 13 01 t z O NDN �OtsE s LOT - 9 I N. IN CASE t1+ t NtONpOt oo � �- LOT - N Q ' a VISITED u..- s MO.LLA- ti a f'�3 m v t+4 DI Lo 4-1'9B AO F. l.. Z 1v W Z CL CG 1"=1 0 0 ' o N SEE SHEET 4 FOR EASEMENTS O 1-4Z • ON LOTS C2. C3 AND C4 L O T En o I-GRAPHIC SCALE 1'=100' N89 'E (I10.09'.09' 172.82 155.00 C 1 ,J-, -J p Z0 m� MINI=MAMINIII N89'28'13'E 327.82 SEE SHEET 3 - ~ _ 'NO1. 5'52"W N89.28 18'E-R = FOR EASEMENTS w M (/7 • 0 100 200 300 13 79• 1 m= o c ON LOT Cl ¢ m. CJ NOTE m °'N m m Z w IR m� ri' o CC .N P O NORTHEAST CORNER WORN PERFORMED IN CONJUNCTION WITH THIS SURVEY ✓ ^ NBB'55'52'01 = SX1/4 NE1/4 SECTION 19 UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES. ✓9 ✓ -+ 46.56' A. NINON TOTAL STATION MAINTAINED TO `'•I ✓ TXP.no_oGE.SE.,X.M. Z MANUFACTURER'S SPECIFICATIONS PER YEA B S Z LOT _ _ LJ L 0 T MAC-332-130-100. G CE B. FIELD TRAVERSE130 EXCEEDING REQUIREMENTS 0 �� �O� y9,. C2 m 19.5' W •� • F y G O 0 1 9 N O 0 C� �� Sl O� o°S • o,,,To o ›- LOT ADDRESSES �' S X"' q t. W o STORE o 1- LOT Cl 501 SOUTH GRADY WAY �0 e3 �� �'t/j, r9j• m �q i" 7.3' z C~J LOT C2 SOUTH GRADY WAY D,< O� �� a;, N �^ (` 372.42 • �` o .Q 94,57 d6�,°9eT. o.o^ 8.09'31'15' m I N89'44'02'M LOT C3 SOUTH GRADY WAY Sp A/ \� t°O °j' _�� L'40'71 SOUTH RENTON VILLAGE PLACE m /� \� O •4 09 0j.o205.32. _N8111.05 X 159 70 LOT C 4 SOUTH GRADY WAY v a o_ A CITY DEDICATED STREET-AUDITOR'S FILE NO. 5475310 J s m AREAS LOT C1 410.907 SO.FT. OR 9.4331 ACRES __ ...ter_. LOT C2 KG'+,4 P4/r, PORTION OF THE NE1/4 SECTION 19, TOWNSHIP 23 NORTH. RANGE 5 EAST, N.M. 100.252 SO.FT. OR 2.3015 ACRES i4 :.,.. "' '�� v RVA CENTER LLC QJ°B.TE"°Al i Q LOT C3 / 1 HARSTAD CONSULTANTS rE -A .. 'sl'?: SHORT PLAT APPLICATION DEWS BY �-' 57.978 SO.FT. OR 1.3310 ACRES 1 CIVIL ENGINEERS•LAND SURVEYORS ,- LOT yEq _- 4 _Sr_I�+e•..'G 1: 2024 X. LK. SAMAAMISH PAY. NE NO. LUA /(AW..r�' C4 41 V`� " REDMOND. WA. 98052 LOT "C" 40.823 SO.FT. OR 0.9371 ACRES (,,,,Et. S-15-01 /' 1425) 747-8336 SHEET O CITY OF RENTON LLA N0. 001-88 OF__4__ (I) \ 1\ -\--.,,: 3 i \ . ,..f3• S •.------:"6'TH ST -..- •-... r.r1X15666 1 I-LI 1 (2) \ ''' a ---: :::::....-:- .14.:.-, J00 AZ 44501:6 s41.5.75'... NT -•1--•:-'T-I• - '::-:'•-- -..-- '.-,-•'•--,---,,++.•47,....,-- 11,04 0 04 0 ' RENTON VILLAGENEIGHBORHOOD l'IcEuLRLk.!:(,,8. -Mal,- '.__IP W"' p711 *Ilgra#413A4s4 . ektt311_14 51 X cid raw • \ ' /A',"\\''''‘1-4. ' -•\•••'•-- t 53`s.LI 115-11,974_19,:Z-16•=1:7,--- ,,3 ,-,'.'96 I is „ SCALE: 1"=200' ,\ „, ILLIC 11 g •T,...c 8 6 la. 19•V-ri 7 4 ftni'LL (iI ,Ac. ' '-i -l-i"-----9e,-'6, r.,.. „,,,„ ..‘. • .oOND 8 UNITS ' •' s r.4 al r---i_ . . AUTO DEALERSHIP ..,..„..-L19‘-•• 04----7 .RESIDENTIAL 1..., - ..."- ' ....ma 8 13 1.•'• •"•(r * .,....., ,,,•;,,,,.._,:..„ mi. •••.:-. ,...,55,4• ur,488132S ..6106aN li_ I car 4 v-er lo- .30,•,12-11• , 14.64 ...i "6 • -•". .44...._ )3' . l''..--71153 41*--.' 60 :,...ms -. v . ..... ...'" 0 4 "'" 's L SHOPPING CDEENTTAEI DETAIL MAP84O p T PLAT • ..-- . 0 F 11.I..'R' ''. i gilt!" =I 7 ,..- i.. ,,,,1 V/ILLIMIS COURT S.57-81 ••••° /48-VT -2.00 -•--2,, ----•-•-'-•-•-i-------- I •--• ,.5:-•-'-.7TH-.-•--.;•ST-.-•---':'_•-•-•-• i;A=•7*',-7:74,'4"2,:r :____,,,., i ••• ..,.„., .• • us -iic, -, `--- I 0464c. - s •i ' z 1._ j 0 4 'i , 024 g-4... •`... ,'"A• i‘......,RAL RETAIL ,r I iAqUAN .404.0 4004,004> . .s.. i . MANUFACTURING --- ,„, , ., ''.• ca 1°1 .,,,. ,„, .. .... ,,,,;I'°4 ., s, „4 •-,! I.',.,3, 7......2 • i - 99'iIEASTAGNO BROS.INC. /- 1:1 METRO PARK AND RIDE ...'' •:/// o ,2o •0 I°0 l Ill • 7.00 / RENTON CONCRIETE • DIAMBRI .4 us c ^ 179Ac '• ,..) 3 Or U-.•-' ''''' • ''.I m • ."•'• , I' MANUFACTURING‘9.• AUTO DEALERSHIP 4 . ' GENERAL RETAIL • 91 .A.91.c?' ,_,., -\\. 6•44', •14.....j,- -.i , / -2 ......,., I I Z U6 7,,' IA; AUTO DEALERSHIP c' 9.01 rass l' 9 z I •'1 (C/' ,' A 1' t,s, ,,2 01 ---,-,,, ..tp ,os? j• ID • I AUTO DEALERSHIP I 9 s4.12 r..3 1b1C w AI 3,05' 11.i13.36121.1-...1 . 1,• I I 63 6) „c 140% 1 . 2554. , itoRk_1146.T°° GRA° _ ,. , OCE t8: I '/ , , )V '0 . 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" - --1- --._ n ,g- , , [9:Lti" ,1° '0r'II JR: _._ ._..... rr_.. a l....._ . LOT 2 LUA— — —SHPL CITY OF RENTON \ LND- - BI,NDING SITE PLAN NO. BSP. 026-90 ACCESS EASEMENT VOLUME 152 OF PLATS PAGES 26 THRU 31 8.•1 \ 1 NEC.REC NO. 89111703W FOU NON IN CASE _IL _ VISITED 4-1-98 r 4:1; ; , i . 4444,C, 41f-1'e* N N SO' Y O'q O // o++e // o �C k79jBgTf�fYF r 11 J �q.4-, r / y +off +e°%�� / I 3� 6i�F°yr4° m ▪ 1 co / v14T yd'/ / II II 'O°�jt r�• l • N , 1��=60 / 4+tiv �� \\ / /+opt II llRc °'Nj ey �nmmr m GRAPHIC SCALE 5=60' / „ip�'oo++ \ �� \dye / /yam \\N112''I' � 'm a%w1 �` — -- — / ".1.''*, \ T/,...,./.," 4" -im •N \\ y�°ems �xA 0 120 / pt•'y-^+ k" 4 A5.00 1• 176.12 \\ 3� NO0'31'•71X 211.1 ' 51_12 (n / 0 / o. +"2-/ /4� 3°•ROADWAY EASEMENT \\\\ REC. NO. 900516104e \ 5. I��/ff/�,�' _y' T 30 T g74Fq\\\\�' — —1 0 // .� 4�, /zit,.' NO1'05'213'X 1190198 ¢ B \\\TX —• I 1\ 9LEGEND / ,/ C',/4,.. 2���''+��— r�. - 1 ' L0T ° Li �_UI N •-SET 1/2' REBAR WITH CAP UNLESS NOTED / 1O / //d+ o ,,,+� -{—.- ,� Y'/h �,aA J to. 17 / M m / //+0 0.-v 7-,pc,,, / EASEMENT FOR INGRESS ` I 30 yL�N., C 3 +y/ c \b 50• O / . S /�/�s./;•� 19+�v��9/ .E 55 TO LOT CS V 1�N15' NIOE POMER lss �c r \\ f� \ ' m= a �,i. ,0�� /•P �•l� oy+/0' NIOE SANITARY SEWER EASEMENT C/�10.E870B 000374 // / \7T•0 1 W) // hirn �(/�/� [gyp +'0 / AUDITOR'S FILE NO. 6831804 - 13' \ 10' j'/ _ o • ' 116' Qy 4; \ LOT— / f// ,, I \ \. r$tm / " / ti1\\ R.'2y / d "� 245.25 m '. g p /(9Q �' \ C 2 + y/// 8 N00'31'47'X \ \ . ,R o �b / m a e-e4f50 \ c d`',4i 'il i4 `.- z� f0' WIDE SANITARY 410 if I.. �.T o ry 1 �`Q 4. 5$ +... oo / � "0` 6m AUMIH EASEMENT o �i • 4W \ 't• hyo+ w/S ?+4 . Ana AUDITOR'S FILE l - 1 5!A �i 1 �� 1 110 �/f0' NIOE WATFA LINE AselENr 6�01 1 /� • �^ N0. 5292273 r r nr .I I^ mph �� 30' H om I 1 j_AOITOri..g. llp�463160s_I14 I/A'I �4 i • 9 L II Ir'' _-+ m zit:. . 1 f I I i I o PoNER EASEM NT . L O T m� I, , J INOISE ' 7 E NEC. NO. 8708100374 0 0� I I I�,� � 2a.76'I I �= C4 /If \ i 115 I I -- I I 1 I I N ~ \\ 1 1 1 --� I W •Fr) w� \l'ill111111!: \ 10 173.56 282.61 m '�C'of_ \ \\% 4' r T GUY WIRE TRANSMISSIONL i NT L 110. N00'31'47'X 456.17'ZOBO \ % ' 1 1 1 RECI NO. 33NE 44fifi0I -1J 50• $ram< \ \\i1� I Ig� 1s WI°E"1A°rERLINE EASEMENT�O \` 1 I1 m REPLAACCESS WAS R ANT 10' WIDE WATER LINE EASEMENT-AUDITOR'S FILE N0. 66318051��' y\sD I\ I Iy~ NO. 9805080744 � /\ I �y1 IMt" '! IT LOT C 1 //V \ i \I L ifl i s SEE SHEET 3 • z \I ygr Im; 1 I I�Imy AL, CURVE TABLE am n! CURVE ND. RADIUS DELTA ARC A. CS 3869.71' 00'22'26' 25.25' Si Ki wi m '�-y 1 I PORTION OF THE NEI/4 SECTIONI9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 44t• ° ¢; >� ^�.. •.j RVA CENTER LLC SATE �o ° >C'. HARSTAD CONSULTANTS SCALE A �217 mot' `,F1 CIVIL ENGINEERS LAND SURVEYORS SHORT PLAT APPLICATION (RAKING BY -- ' I NO. LUA _A 'r�w�d F,,ISITis / t! 2024 X. LN. SAI&AMISN PWY. NE 44"AL,_nA/ 1 REDMOND, WA. G8052 LOT "C" SHEET exams 9114r 1 14251 747-8336 CITY OF RENTON LLA NO. 001-88 OF 4 O University Street Properties II LLC Banker, James E and Beverly E c/o 405 S. 7th St., #201 UNICO Properties, Inc 1301 5th Avenue, Suite 3500 Seattle, WA 98101 Renton, WA 98055 Evergreen I LLC GE69/-0065700/2 325 Burnett Avenue N PO Box 81290 Chicago, IL 60681 Renton, WA 98055 Evergreen I LLC Ford Leasing Development Co. 325 Burnett Avenue N 200 SW Market Street Renton, WA 98055 Portland, OR 97201 State of Washington Banker, James E and Beverly E 15325 SE 30th PI. 405 S. 7th St., #201 Bellevue, WA 98007 Renton, WA 98055 Cushman and Wakefield of Oregon O'Farrell, Roberta D. 200 SW Market Street, Suite 200 7626 111th PL SE Portland, OR 97201 Renton, WA 98055 Chevron USA, Inc. Sunstone Hotel Investors PO Box 285 115 Calle De Industrias, #201 Houston, TX 77001 San Clemente, CA 92672 Atlantic Richfield Co. Puget Western, Inc. PO Box 512485 19515 N. Creek Pkwy., #310 Los Angeles, CA 90051 Bothell, WA 98011 { J 1 Cushman and Wakefield of Oregon RVA Cinema 200 SW Market Street, Suite 200 520 Pike Street, Suite 1500 Portland, OR 97201 Seattle, WA 98101 RVA OFFICELLC Puget Western, Inc. 520 Pike Street, Suite 1500 19515 N. Creek Pkwy., #310 Seattle, WA 98101 Bothell, WA 98011 • Return Address: City Clerk's Office 1011111111111111 City of Renton 1055 South Grady Way • Renton,WA 98055 20001208000455 CITY OF RENTON BS 9.00 PAGE 001 OF 002 12/08/2000 10:34 ---- NG—COUNTY;-WA BILL OF SALE Property Tax Parcel Number:/ye_ss 06 —9043 Project File#: Stree,e�t Iptersg ion• J Address 1_60� E.6rc / r" 5.Kattfan tl a o,�ace- _ vct�/ _ Reference Number(s)of Documents assigned or released:Additional reference numbers are on page . Grantoj(s): Grantec(s): 1. RVA Lie- 1. City of Renton,a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size T e (4 L.F.of 7 T Water Main 95 L.F.of 8 F�F, (1,U Water Main L.F.of 11 Water Main 0 2 each of 8 " Gate Valves each of " Gate Valves c each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size Type L.F.of 11 Sewer Main L.F.of Sewer Main L.F.of Sewer Main each of " Diameter Manholes • each of " Diameter Manholes C",4 each of " .Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type _ L.F.of Storm Line • L.F.of 11 Storm Line _ L.F.of Storm Line each of Storm Inlet/Outlet each of " Storm Catch Basin each of Manhole STREET IMPROVEMENTS: (Including Curb,Gutter,Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk L.F. Asphalt Pavement: SY or L.F.of Width STREET LIGHTING: #of Poles By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forever. 0t'0.. o Ci H:\FILE.SYS\FRM\84HNDOUT\BILLSALE.DOC\MAB Page 1 Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. _ INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) Lrf I certify that I know or have satisfactory evidence that da![ 0 ��' HENRIKA SANDORF.FY signe this instrument,on oath stated that�i�'she/they were authorized to execute the instrument and o. STATE OF WASHINGTON acknowledged it as the and oza a to be the free and voluntaryact of such NOTARY- -- PUBLIC of MY COMMISSION EXPIRES 9-15-02 party/parties for the uses and purposes mentioned in the instrument. Notary Public in and or the State of) hit gton • Notary(Print) > f N fl(A PrN.DO W'? My appointment expires: q—is-0 a. Dated: ll...„2),. GO CORPORATE FORM OF ACKNOWLEDGMENT -.Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of , 19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: Page 2 Y Off0 �� CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: January 30, 2001 TO: Carrie Olson-Davis FROM: Suzann Lombard x6521 SUBJECT: Mylar-Renton Village Shopping Center LUA-00-088, SHP Rec#20001012490005 The attached mylar has been recorded with King County, and is being returned to you. Please forward copies to parties of interest. We have placed the paper copy in the land use file. Note also the recording numbers for the Easements for this project: Rec #20010124001641; 20010124001640 per the mylar. The recorded easements will be forwarded when they have been received from the County. Thank you. Enclosures: (1) CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 22,2001 TO: Marilyn Petersen,City Clerk's Office FROM: Carrie K. Olson-Davis,Plan Review,x7235 cpb SUBJECT: RENTON VILLAGE SHOPPING CENTER SHPL LUA00-088 - 501 SOUTH GRADY WAY Attached please find the above-referenced original mylar and one copy mylar, and four(4) copies of the mylar for recording with King County. The recording instructions in order are as follows: 1. Record the short plat. 2. Record the two Water Utility Easement documents and write the recording numbers in the spaces provided on mylar(on Sheet 3 of 4)at Notation#13: "CITY OF RENTON WATER LINE EASEMENTS RECORDED UNDER KING COUNTY RECORDING NO. SUPERCEDES RECORDING NO. 9808130338 AND KING COUNTY RECORDING NO. SUPERCEDES RECORDING NO.9808130339." 3. Request King County to return the executed copy mylar to us for our records. Please have the Courier take these documents via 4-hour service 10:00 a.m. deadline. A check in the amount of$15.29 is attached. According to Finance,the King County recording fees for this and all subsequent plat recordings should be charged to account#000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. cc: Kayren Kittrick(Notice of Recording) Jan Conklin(Please provide PID/recording#'s to Sonja,Carrie,and Sandi) Sandi Seeger(Notice to final short plat on Sierra) Carrie Olson-Davis(Provide any unpaid SDC/SAD fees to Jan for posting to parcels on Sierra) _Yellow Filet \\TS SERVER\SYS2\COMMON\C:\PlanReview\CDAVIS\SHRTPLAT1RentonVillageCenter8m.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 19,2001 TO: Gregg Zimmerman,Administrator FROM: Carrie K. Olson-Davis,x7235 ��� SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA00-088 - 501 SOUTH GRADY WAY Technical Services and Development Services have reviewed and recommended approval for the above mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two revised original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Kayren Kittrick Yellow File \\C:\P1anReview\CDAVIS\SHRTPLAT\RentonVillageCenter7m.doc ��Y CITY OF RENTON • BOARD OF PUBLIC WORKS ru S IP1 - CIO —086 Jesse Tanner, Mayor "qt.9 January 12,2001 r. PARKWAY CAPITAL,INC. 44 ,� '`" ?0a, Attn: Craig Keoppler 4�, 520 Pike Street, Suite 1500 r'``��� Seattle, WA 98101 4 SUBJECT: OFF-SITE DEFERRAL,RENTON VILLAGE SHOPPING CENTER 401—601 S.GRADY WAY,RENTON WA Dear Mr.Koeppler: At the January 10,2001 Board of Public Works meeting,the members clarified their decision of the January 3,2001 meeting,concerning your application. The Board's original decision included the re-location and striping of the parking lot upon completion of the sidewalk improvements. If you have any questions or concerns regarding this clarification for the record,please contact Neil Watts,Board Chairman,at(425)430-7218. Sincerely, Mickie Flanagan,Recording Secr t cc: Neil Watts,Chairman Paul Lumbert Short Plat File 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 Documcnt3\cor LOA .00 . 08$,ShNI BOARD OF PUBLIC WORKS 8:30 a.m. City of Renton Wednesday, January 10, 2001 6th Floor Conference Room AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes dated,January 3,2001 are unavailable. 3. OLD BUSINESS: • OFF-SITE DEFERRAL, RENTON VILLAGE SHOPPING CENTER, LUA 00-088, 401-601 S. Grady Way - Board of Public Works to address parking spaces which are in the right-of-way where pedestrian walkways used to be (and deferred improvements will be). 4. ADJOURNMENT: Y BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,January 10,2001 Conference Room No. 620 IN ATTENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems - Jim Gray,Fire Larry Meckling,Building Official Kevin Milosevich,Police Mickie Flanagan,Recording Secretary Judy Walter,PBPW Administration VISITORS: None MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: There were no minutes to approve. 3. OLD BUSINESS: Off-site Deferral,Renton Village Shopping Center,LUA 00-088,401—601 S. Grady Way - Board members wish to clarify their decision of the January 3, 2001 meeting,concerning this application. Action/Clarification: Following a brief discussion, it was Moved by Christensen,seconded by Gray,to clarify the original decision of 1/3/01 for this application,to include: The re-location and striping of the parking lot is to be included in the deferred improvements by April 5,2001. MOTION CARRIED. 4. ADJOURNMENT: The meeting adjourned at 8:35 a.m. (VI o 'ITY OF RENTON • • fa ♦ BOARD OF PUBLIC WORKS Jesse Tanner, Mayor DV CITY OF RENTONt3 PME IN January 3,2001 JAN 0 4 2000 PARKWAY CAPITAL,INC. RECEIVED Attn: Craig Koeppler 520 Pike Street Suite 1500 Seattle,WA 98101 SUBJECT: OFF-SITE DEFERRAL,RENTON VILLAGE SHOPPING CENTER 401—601 S.GRADY WAY,RENTON WA Dear Mr. Koeppler: At the January 3,2001 meeting of the Board of Public Works,the Board granted your deferral for 90 days until March 5,2001. This approval is subject to the following condition: 1)Applicant shall post a letter of credit or other acceptable security device in the amount of$20,250.00(150% of the cost of the improvements). Be advised that the date the Board grants the deferral is the temporary effective date of the deferral,subject to the applicant providing said security device within 30 days,which would be February 2,2001. If the security device is accepted,the deferral then becomes permanent, subject to any other conditions placed by the Board. If you fail to submit an approved security device within the 30-day period,the deferral becomes null and void. Please ensure that the effective date of the set aside is February 2,2001,with an open-ended expiration date to expire when the deferred improvements are installed and approved. Once the improvements have been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. Your deferral will expire on March 5,2001. You may call Paul Lumbert,Board Coordinator,at (425)430-7304 if you have any questions or need additional information. Sincerely, A-A44V--pcY Mickie Flanagan,Recording Secretary Board of Public Works cc: Board Members Paul Lumbert LUA File • 1055 South Grady Way-Renton,Washington 98055 (425)430-7204 Facsimile (425)430-7241 Document2\cor BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,January 3,2001 Conference Room No. 620 IN ATTENDANCE: Neil Watts, Chairman Dave Christensen,Utilities Systems - Jim Gray, Fire Larry Meckling, Building Official Mickie Flanagan, Recording Secretary Judy Walter,PBPW Administration VISITORS: Craig Koeppel,Renton Village Shopping Center MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Consent Agenda of December 13, 2000, was approved as presented. 3. REQUESTED ACTION: • Off-site Deferral,Renton Village Shopping Center Short Plat,401 - 601 S. Grady Way - Applicant requests a deferral for curb, gutter, sidewalks, and street paving to complete recording of the short plat. Discussion: In the northwest corner of the parking lot, spaces in the r-o-w need to be removed and re-striped. The short plat cannot get approval until this requirement is met. Applicant indicated that he is in the process of obtaining bids at this time and should have this work completed by April, 2001. Action: Moved by Christensen, seconded by Gray,to grant the deferral for 90 days until April 5, 2001. This approval is subject to the following condition: 1)Applicant shall post a letter of credit or other acceptable security device in the amount of$20,250.00 (150%of the cost of the improvements). MOTION CARRIED. • Underground Variance, QWEST (U.S. West Communication), S.E. 5th St., S.E. 5th Pl., S.E. 6th St. and Pierce Ave. S.E. - Applicant requests a variance to the Underground Ordinance for the installation of utility lines to replace existing aerial telephone cable. Action: Moved by Meckling,seconded by Christensen to grant the variance to replace approximately 2,274 L. F. of existing aerial telephone cable to the existing utility poles at S.E. 5th16th between Maplewood f Board of Public Work: January 3, 2001 Page 2 Pl./Maplewood Golf Course. This approval is subject to a written agreement to participate in any future improvement project in the area which would necessitate placing the overhead utility system underground. MOTION CARRIED. • Underground Variance, Kennydale Custom Homes,935 N.31" St. - Applicant requests a variance to the underground ordinance for the installation of an overhead service drop from a PSE utility pole to the new home. Action: Moved by Christensen, seconded by Meckling,to grant the variance as it would be very costly to go under N. 31 SI St. MOTION CARRIED. 4. OLD BUSINESS: Windwood Deferral of Nile Ave. and N.E. 4th St. Improvements - Applicant is requesting the City retain the existing security device for Divisions I and III in the amount of$75,683.00, now completed, and transfer the funds to Division II until the deferred items are inspected and approved. Action: This was an unscheduled item, not on the Agenda. Moved by Christensen, seconded by Gray,to grant this request to transfer the security device in the amount of$75,683.00 from Windwood Divisions I and III to Division II. This will cover improvements not completed in Division II for minor widening on N.E. 4th St.; and installation of 600 L.F. of 12" storm drain, concurrent with re-channelization. Improvements on Nile Ave. (148th Ave.) are pending the completion of the Maplewood improvements. 5. ADJOURNMENT: The meeting adjourned at 9:00 a.m. • c. o� 'I ITY OF RENTON E. "� BOARD OF PUBLIC WORKS Jesse Tanner, Mayor March 26,2001 DEVELOPMENT SERVICES CITY OF RENTON MAR 3 2001 Frank Sandorffy RVA Center L.L.C. RECEIVED 520 Pike Street, Suite 1500 Seattle, WA 98101 SUBJECT: RELEASE OF CASH DEPOSIT RENTON VILLAGE SHOPPING CENTER- OFF-SITE DEFERRAL 401 —601 S. GRADY WAY,RENTON,WA,LUA 00-088 Dear Mr. Sandorffy: You have installed the subject improvements and these improvements have been approved by the City. Therefore, enclosed please find a City of Renton check in the amount of$20,250.00 which represent a return of the cash security you posted, as required by the Board of Public Works. If you have questions do not hesitate to call me at(425)430-7218. Sincerely, w, k)e &cZtti Neil Watts, Chairman Board of Public Works cc: Craig Keoppler,Parkway Capital,Inc. Finance Department Paul Lumbert LUA 00-088 1055 South Grady Way- Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 H:\DIVISION.S\BPW\DEFERRAL\release of cashdeposit renton village.doc\jw UEN40R. %o ® CITY OF RENTON :::..:......................... „{a 101166 RVA CENTER LLC 191409 20,250.00 03/23/01 520 PIKE STREET - STE 1500 Accounts Payable Check Voucher SEATTLE, WA 98101 >< A P. ;::>::;•;: >< INV0IGE» r fi> > »3<»?> ><>> >DESG.;;:_::�.'::N 20,250.00 R0100413 Renton Village Shopping 604.000000.000.2370.0000.00.000000 g pp g Cntr • DP3113 6/91 RVA CENTER L.L.C. Bank of America. 8163 ( 520 PIKE ST.STE 1500 Commercial Acct.086363 SEATTLE,WA 98101 (206)682.6868 19-2/1250 WA • DATE7anuary 18, 2001 88383 I: iv PAfwenty thousand two hundred fifty and 00/100 DOLLARS $ 20,250.00 1!, CITY OF RENTON TO THE ORDER OF 1�SE?l .G�L�'.711e�CM2/lj7 i�M'G _ M II'008 L6 311' I: L 2 50000 241: 3 700 7 L 311' RVA CENTER L.LC. DETACH AND RETAIN THIS STATEMENT A EN,WA LC. THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW IF NOT CORRECT,PLEASE NOTIFY US PROMPTLY.NO RECEIPT DESIRED DATE DESCRIPTION AMOUNT Deposit for sidewalk construction City of Renton WA Reprinted: 01/19/01 13:57 Receipt **************************************************************** Receipt Number: R0100413 Amount: 20,250.00 01/19/01 13:57 Payment Method: CHECK Notation: RVC #8163 Init: CKO Project #: LUA00-088 Type: LUA Land Use Actions Parcel No: 192305-9043 Site Address: 501 S GRADY WY Total Fees: 21,255.94 This Payment 20,250.00 Total ALL Pmts: 21,255.94 Bal anq;e: .00 ***************************************************.************* Account Code Description Amount 604.237.00.00.0000 Special Deposits 20,250.00 • SPECIAL DEPOSIT TRANSMITTAL p Payee: R VA (e,) -e6@ LL L Date: /—1 / -Of Refunding Address: 5 C lP-t Ke S f .�l'E 1,5-00 Sierra Receipt# dit'f City ite- State WA Zip 96riot Finance Receipt# Project Name: • S Amount di020 2.6 O6 5i1o0.1' 11- -o$ Address Location: so �„u f h Leo ` km-y WO# Function# Sierra Permit# -nO' ' T Type of Deposit ti )= a9gA) X-7394 Building DepL contact person: Gi U L.Luin ''txtn# 7'O 0 90TCO . 90 day temp certocc ❑ LM Landscape maintenance Special DepositConditiions: h , {y 0 SIGN Sign deposit , Cif' -eki ?l�a3 Tr :.co o9pd. ❑ STR Street cleaning i f Public Works • 1 ❑PWCON PWconstruction permit Property Services C__ Q�4 'O� ❑ LCA Latecomerfee Jam' • (to be returned to LCA holder) • ❑STVAC Appraisal fee due appraiser Boar9 of Public Works BPWDEF BPWdeferral (WO#89150-FN#5190-TranCode7054) HAdivldev\admin\soecdeo 0 OTHER White and yellow to Finance.Originator retain pink copy. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 3, 2001 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Review x7235 lam'" SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL The two Water Utility Easement documents have been executed and returned to me for recording with the final short plat mylar. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Amp ovAL_ IS 6u®J Ec-1- -r-a : ll_IGLl��1cDLi 0F. I C1,,Y* #la 1.ertm-S I!CU 6)-11 -1. 3 c9=-4 "Gr-.( -011 VY06,-ri=3 CoU l.rjy 1 ECoi�bl I.� Ud. gl�EtEbEcoi�bl l-►c-�- llo, 98081 50.388 GoLnJ 1rGoRt.�l I.1G� I-lo. su t�c�t -s t 1 uk I . . 98o8I 3CS39 ." Approval: a) F� ), Date: t 4 Robert T Mac Onie,Jr. Son Fess69. Cc:Yellow File C:\PlanReview\CDAVIS\SHRTPLAT\RentonVillageCenter5m.doc CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 3,2001 TO: Kayren Kittrick,Plan Review FROM: Carrie Olson-Davis,Plan Review SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL Your last review comments for this short plat required curb, gutter and sidewalks be installed before recording of the short plat. Since then, the applicant has been granted a deferral by the Board of Public Works and will submit a bond in place of the required work. So, if all review concerns have now been addressed,please sign below or return your comments as needed.Thanks. Approval: 44. 46 ,Date: 0/74,01 Ka e Kittrick Cc: Yellow File 0 yam, L_ CITY �F RENTON aka .� �= Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 4,2001 Mr. Craig Koeppler RVC CENTER LLC • 520 Pike Street, Suite 1500 Seattle WA 98101 SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL Dear Mr.Koeppler: The final review on the above-mentioned short plat has been completed and approval is subject to the following inclusion of Item#13 under Notes on sheet,3 of 4 that states: "CITY OF RENTON WATER LINE EASEMENTS RECORDED.UNDER KING COUNTY RECORDING NO. SUPERCEDES RECORDING NO. 9808130338 AND KING COUNTY RECORDING NO. SUPERCEDES RECORDING NO. 9808130339." • When this item is completed and you have posted;a security device with the Board of Public Works for your deferral,you may submit the signed and,notarized;short plat mylars(one original and one inylar copy of each sheet) at the Customer Services Counter on the 6th floor of Renton City Hall, along with a check in the amount of$15.15 (current courier'fee)made'out to CD&L. • The original short plat mylars will be submitted to our Public Works Administrator for signature and sent to King County for recording along with the two Water Utility Easement documents. Should you need to discuss any portion_of this letter please contact me at(425)430-7235.. Sincerely, kaun - 1,cli Carrie K. Olson-Davis • Development Services,Plan Review • • cc: Kayren Kittrick Yellow File C:\PlanReview\CDAV IS\SHRTPLAT\RentonVil lageCenter6L.doc 1055 South Grady Way-Renton, Washington 98055 This paper contains 50%recycled material,20%post consumer RVA CENTER L.L1 Bankof America t._ .� 8163 t 520 PIKE ST.STE 1500 Commercial Acct.086363 SEATTLE,WA 98101 (206)682-6868 19-2/1250 WA DATEJanuary 18, 2001 86363 , I i* PA1Twenty thousand two hundred fifty and 00/100 DOLLARS 20,250.00 -,1 P 7 at CITY OF RENTON TO i THE OOFR i 1 A 4 116008 L6 3116 1: L 2 S0000 241: 3 700 7 L 3116 RVA DETACH AND RETAIN THIS STATEMENT RVA CENTERN, L.L.C..LC. THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED BELOW WAIF NOT CORRECT,PLEASE NOTIFY US PROMPTLY.NO RECEIPT DESIRED DATE DESCRIPTION AMOUNT ~Deposit for sidewalk construction PLAN REVIEW CITY OF RENTON JAN 1 9 2001 RECEWED AZ a vv11 SPECIAL DEPOSIT TRANSMITTAL p Payee: R V A CeA)* LLC Date: / -/ / -Of Refunding Address: Lo2O Pi Ke... S-:l STE 1509 Sierra Receipt# City aa+/-Le. State WA Zip C/IVDI Finance Receipt# - Project Name: 2.10 0 II S o ' Amount: 1020 p_s'aob 5holit Ftei I I—L _og' Address Location: sc1 .S. u.f k Q4 k}A-y WO# Function# Sierra Permit# L U I - OD'O T$ Type of Deposit "yyA/C.c I Lain . m I-f7a-94/V X'739�F Building Dept.contact person: Gt.U L L-G( xtn# 730- 0 90TCO . 90 day temp cert occ ❑ L M Landscape maintenance SpecialDepositConditio�ns: El SIGN Sign deposit , �� l63 I - 20 gS.0•°c:a& 0 STR Street cleaning JQ .r- G � ► if •1 Public Works V " `p J I 0 PWCON PWconstruction permit Property Services S .y)_"c�l_ C e Pu14 cLhia, CILCA Latecomer fee A e� J (to be returned to LCA holder) ❑ STVAC Appraisal fee due appraiser Board of Public Works 'BPWDEF BPWdeferral (WO#89150-FN#5190-Tran Code 7054) H:\div\dev\admin\specdep ❑OTHER White and Yellow to Finance.Originator retain pink copy- **************************************************************** City of Renton WA Reprinted: 01/19/01 13 :58 Receipt **•************************************************************** Receipt Number: R0100413 Amount : 20, 250 . 00 01/19/01 13 :57 Payment Method: CHECK Notation: RVC #8163 Init : CKO Project #: LUA00-088 Type: LUA Land Use Actions Parcel No: 192305-9043 Site Address: 501 S GRADY WY Total Fees : 21, 255 . 94 This Payment 20, 250 . 00 Total ALL Pmts : 21, 255 . 94 Balance: . 00 **************************************************************** Account Code Description Amount 604 .237 . 00 . 00 . 0000 Special Deposits 20, 250 . 00 • BOARD OF PUBLIC WORKS 8:30 a.m. City of Renton Wednesday,January 3,2001 6th Floor Conference Room AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: December 13,2000 was a Consent Agenda. 3. REQUESTED ACTION: • UNDERGROUND VARIANCE, QWEST (US WEST COMMUNICATION), S.E. 5TH St., S.E..5th Pl., S.E. 6th St. and Pierce Ave. S.E. - applicant requests a variance to the Underground Ordinance for the installation of utility lines to replace existing aerial telephone cable. • UNDERGROUND VARIANCE, KENNYDALE CUSTOM HOMES, 935 N. 31' St. - applicant requests a variance to the underground ordinance for the installation of an overhead service drop from a PSE utility pole to new home. • OFF-SITE DEFERRAL,RENTON VILLAGE SHOPPING CENTER SHORT PLAT, 401 - 601 S. Grady Way - applicant requests a deferral for curb, gutter, sidewalks, and street paving to complete recording of the plat. 4. ADJOURNMENT: _ _ PPROVED / /7 -a/ BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,January 3, 2001 Conference Room No. 620 IN ATTENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Jim Gray,Fire Larry Meckling,Building Official Mickie Flanagan,Recording Secretary Judy Walter,PBPW Administration VISITORS: Craig Koeppel,Renton Village Shopping Center MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Consent Agenda of December 13,2000,was approved as presented. 3. REQUESTED ACTION: • Off-site Deferral,Renton Village Shopping Center Short Plat,401 - 601 S. Grady Way - Applicant requests a deferral for curb, gutter, sidewalks,and street paving to complete recording of the short plat. Discussion: In the northwest corner of the parking lot, spaces in the r-o-w need to be removed and re-striped. The short plat cannot get approval until this requirement is met. Applicant indicated that he is in the process of obtaining bids at this time and should have this work completed by April, 2001. Action: Moved by Christensen,seconded by Gray,to grant the deferral for 90 days until April 5, 2001. This approval is subject to the following condition: 1)Applicant shall post a letter of credit or other acceptable security device in the amount of$20,250.00 (150%of the cost of the improvements). MOTION CARRIED. • Underground Variance,QWEST (U.S.West Communication), S.E. 5th St., S.E. 5"'Pl., S.E. 6th St. and Pierce Ave. S.E. - Applicant requests a variance to the Underground Ordinance for the installation of utility lines to replace existing aerial telephone cable. Action: Moved by Meckling,seconded by Christensen to grant the variance to replace approximately 2,274 L. F. of existing aerial telephone cable to the existing utility poles at S.E. 5th16th between Maplewood 1111111 Board of Public Works January 3,2001 Page 2 Pl./Maplewood Golf Course. This approval is subject to a written agreement to participate in any future improvement project in the area which would necessitate placing the overhead utility system underground. MOTION CARRIED. • Underground Variance,Kennydale Custom Homes,935 N.31"St. - Applicant requests a variance to the underground ordinance for the installation of an overhead service drop from a PSE utility pole to the new home. Action: Moved by Christensen,seconded by Meckling,to grant the variance as it would be very costly to go under N. 31"St. MOTION CARRIED. 4. OLD BUSINESS: Windwood Deferral of Nile Ave. and N.E. 4th St.Improvements - Applicant is requesting the City retain the existing security device for Divisions I and III in the amount of$75,683.00,now completed,and transfer the funds to Division II until the deferred items are inspected and approved. Action: This was an unscheduled item,not on the Agenda. Moved by Christensen,seconded by Gray,to grant this request to transfer the security device in the amount of$75,683.00 from Windwood Divisions I and III to Division II. This will cover improvements not completed in Division II for minor widening on N.E. 4th St.; and installation of 600 L.F. of 12" storm drain, concurrent with re-channelization. Improvements on Nile Ave. (148th Ave.)are pending the completion of the Maplewood improvements. 5. ADJOURNMENT: The meeting adjourned at 9:00 a.m. DRAFT BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, January 10, 2001 Conference Room No.620 IN ATTENDANCE: Neil Watts,Chairman Dave Christensen,Utilities Systems Jim Gray,Fire Larry Meckling,Building Official Kevin Milosevich,Police Mickie Flanagan,Recording Secretary Judy Walter,PBPW Administration VISITORS: None MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: There were no minutes to approve. 3. OLD BUSINESS: Off-site Deferral,Renton Village Shopping Center,LUA 00-088,401—601 S.Grady Way - Board members wish to clarify their decision of the January 3, 2001 meeting,concerning this application. Action/Clarification: Following a brief discussion, it was Moved by Christensen,seconded by Gray,to clarify the original decision of 1/3/01 for this application,to include: The re-location and striping of the parking lot is to be included in the deferred improvements by April 5,2001. MOTION CARRIED. 4. ADJOURNMENT: The meeting adjourned at 8:35 a.m. ��Y 'ITY OF RENTON o ♦ 1 .0 ♦ BOARD OF PUBLIC WORKS Jesse Tanner, Mayor January 3,2001 PARKWAY CAPITAL, INC. Attn: Craig Koeppler 520 Pike Street Suite 1500 Seattle,WA 98101 SUBJECT: OFF-SITE DEFERRAL,RENTON VILLAGE SHOPPING CENTER 401 —601 S.GRADY WAY,RENTON WA Dear Mr. Koeppler: At the January 3,2001 meeting of the Board of Public Works,the Board granted your deferral for 90 days until April 5,2001. This approval is subject to the following condition: 1)Applicant shall post a letter of credit or other acceptable security device in the amount of$20,250.00(150% of the cost of the improvements). Be advised that the date the Board grants the deferral is the temporary effective date of the deferral, subject to the applicant providing said security device within 30 days,which would be February 2,2001. If the security device is accepted,the deferral then becomes permanent, subject to any other conditions placed by the Board. If you fail to submit an approved security device within the 30-day period,the deferral becomes null and void. Please ensure that the effective date of the set aside is February 2,2001, with an open-ended expiration date to expire when the deferred improvements are installed and approved. Once the improvements have been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. Your deferral will expire on April 5,2001. You may call Paul Lumbert,Board Coordinator, at (425)430-7304 if you have any questions or need additional information. Sincerely, 1112?-- Mickie Flanagan, Recording S c etary Board of Public Works cc. Board Members Paul Lumbert LUA File 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 11.\DIVISIONS\13PW\DEFERRAL\RcnViISP doc\cor ��Y o `^'TTY OF RENTON g. * ru * BOARD OF PUBLIC WORKS Jesse Tanner, Mayor November 15,2000 Mr. Craig Koeppler 520 Pike St., Suite 1500 Seattle WA 98101 SUBJECT: ON-SITE DEFERRAL,RENTON VILLAGE SHOPPING CENTER LUA 00-088,401-601 S. GRADY WAY,RENTON WA Dear Mr. Koeppler: The Board of Public Works met today to consider your application for a deferral to install curbs and painted pedestrian walkways, for a 5-month period of time, in order to complete recording of the short plat. Following a brief discussion,the Board voted to table your application until the submittal and approval of civil/architectural plans. At such time the Board will re-review your application. If you have any questions or concerns regarding this action, please contact Paul Lumbert, Board Coordinator, at(425)430-7304. Sincerely, Mickie Flanagan Recording Secretary cc: Board Members Paul Lumbert LUA 00-088 File s t,)1 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430 7241 H:\DIVISION.S\BPW\DEFERRAL\rva-cntr.doc\coa •. CITA_ JF RENTON .ALL ` Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator November 6, 2000 Post-it®Fax Note 7671 Date G pages To p�� From r i( Co./Dept. Co.(i C Phone# Phone`s 4 30- Z35 Mr. Craig Koeppier Fax# ,�T/ 6 v�_/n Q Fax#4��r�30,�300 RVC CENTER LLC D V`J� 520 Pike Street, Suite 1500 Seattle WA 98101 SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL Dear Mr.Koeppier: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat. SHORT PLAT DRAWING COMMENTS: Include on the drawing a reference, or show the location, of the required easement for existing water mains that were installed when the Thriftway store was remodeled. Also, make provision for the recording number of said easement on the drawing. The legal description for the new ingress/egress easement is not needed at this time. The reference to the ingress/egress easement (as noted on the drawing) and the Declaration of Covenant combine to meet the intent for access to Lot C2 and C4. However, the easement for access should be included in the conveying documents when each of the lots affected by the subject easement are sold to others. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, ,,& ILA) Carrie K. Olson-Davis Development Services,Plan Review cc: Kayren Kittrick Steve Taylor Arneta Henninger Yellow File C:\PIanReview\CDA VIS\SHRTPLAT\RentonVillageCenter3L.doc 1055 South Grady Way-Renton, Washington 98055 tea_. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 6,2000 TO: Arneta Henninger,Plan Review Steve Taylor, Planning FROM: Carrie Olson-Davis,Plan Review x7235 �_� SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL The comments listed below are from Technical Services latest review of the above-mentioned short plat. Item one needs to be addressed before this short plat can be recorded. Attached is the language used for residential short plats. Please advise if other language is to be used for this commercial property. Comment for the Project Manager: 1. There is no reference to a maintenance agreement for the access easement(s)to Lots C2 and C4. We feel that the standard used on residential short plats may not be appropriate for commercialc� properties. l 11R-k;. A t c..9-‘, t!esvvi✓'*'Y6C i i :A$ "1 A- s' 2. Arrtie I-Ienrringe is to be the contact person for the water main easement.Y Please coordinate with her for this document. Said easement can be recorded concurrent) with the short lat. If k recorded concurrently, be sure that the easement is shown or referenced on the drawing and that the recording number of said easement is also noted on the drawing. Cc Kayren Kittrick Yellow File - C:\PlanReview\CDAVIS\SHRTPLAT\RentonVillageCenter5m.doc "F'`-t;v:4'1"r 6.��r�:� ?� Y� L�j"I LI"r 4 � kAJLK-F -1,.10 1 = 1`-1,1—r Lk 1E Note: New private exclusive easement for ingress, egress and utilities is to be created upon the sale of lots shown on this short plat. The owners of Lots shall have an equal and undivided interest in the ownership and responsibility for maintenance of the private access and utility easement. These maintenance responsibilities include the repair and maintenance of the private access roads, drainage pipes, any storm water quality and/or detention facilities within the easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. Parking on the paving in the access easement is prohibited, unless pavement width is greater than 20 feet. r r INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING I certify that I know or have satisfactory evidence that signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of ,20 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: RVACNTR2.doc\ Page 3 FORM 03 0008/bh/ • Map Exhibit Ft *1ay N01° 16'40"W S 12.52' ' S86° 20'23"E 169.25 214.39' S88° 55'52"E S n TPOB O E 000 tri o� 10' Wide Water Line Easement o cp Auditor's File NO. 6631805 oho * .p. W ;-,t. o Tax Lot # 192305-9043 00 ° CO z NTS SW Corner of NE 1/4 of NE 1/4 of Section 19 T23N R5E W.M. RVACNTR2.doc\ Page 4 FORM 03 0008/bh/ rr ' F . Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 WATER UTILITY EASEMENT Property Tax Parcel Number: 192305-9043 Project File#: Street Intersection or Project Name: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee(s): 1. RVA Center LLC 1. City of Renton, a Municipal Corporation 2. The Grantor(s),as named above,for and in consideration of mutual benefits,do by these presents,grant, bargain,sell,convey,and warrant unto the above named Grantee,its successors and assigns,an easement for public water line with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described as follows: That portion of the southwest quarter of the northeast quarter of Section 19,Township 23 North,Range 5 East, W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the northeast corner of said southwest quarter;thence S01°04'08"W along the east line thereof, a distance of 186.60 feet;thence N88°34'25"W,a distance of 125.95 feet to the true point of beginning;thence continuing N88°34'52"W,a distance of 80.00 feet to the Point of Terminus of said strip;said point lying on the east line of a ten foot wide waterline easement described in instrument under Auditor's File No. 6631805. THIS DOCUMENT HEREBY SUPERCEDES AND CORRECTS THE FORM OF THE 15 FEET WIDE WATERLINE EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 9808130339. RVACNTR1.doc\ Page I FORM 03 0009/bh/ For the purpose of constructing,reconstructing,installing,repairing,replacing,enlarging,operating and maintaining Water Line utilities and utility pipelines,together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest 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. By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors,administrators and assigns forever.IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this 6 day ofC 20 ev. a,CeArrot IC& 4 inS/06 C44fi Ahooli frie414641, IVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be w' in box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I k ow or have satisfactory evidence that dit6 ia�e/ cS 01/ signed this instrument and acknowledged' to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public State of Washington Notary(Print)yi' d for the � `7`� p My app intment expires: \ Q. — • OFFICIAL Dated: sQ BETTE SNOW Mlle—Stab of Mk Cz^mission Expires 12-1540 RVACNTR1.doc\ Page 2 FORM 03 0009/bh/ I INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument,on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of ,20 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: RVACNTRI.doc\ Page 3 FORM 03 0008/bh/ Map Exhibit 61ad� I NTS Tax Lot # 192305-9043 / I NE Corner of SW 1/4 of NE 1/4 of Section 19 T23N R5E W.M. 00 0 VD o 00 0 TPOB 80.00' , 125.95 N88° 34'52"w S Renton Village PL RVACNTR2.doc\ Page FORM 03 0008/bh/ • • RETURN ADDRESS In Ur/l e ASs0 k 800 7E/7Cfb /Inoue Sur' 3 7oo Seatf/e WA 98/0V Please print neatly or type information Document Title(s) Reference Numbers(s) of related documents c� • Additional Reference/Ps on page_ 1.4 Grantor(s) (Last,First and Middle Initial) een-44 (/r6�age 4C0C fa 4.5 Additional grantors on page Grantee(s) (Last,First and Middle Initial) • a ori..-4,„ Additional grantees on page • Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) 04 NE/4 NE* 519 %23/1/ l)Se Additional legal is on page Assessor's Property Tax Parcel/Account Number /923os-9o¢,3 Additional parcel N's on page The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. 00'6 12d 200 51180338 A1NA03 MX NV 00:00:60 8620-218086 LEGAL DESCRIPTION 15 FOOT WATERLINE EASEMENT NORTH OF STARBUCKS That portion of the northeast quarter of the northeast quarter of Section 19, Township 23 North,Range 5 East,W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the Southwest corner of said northeast quarter;thence N01°04'08"E, a distance of 526.84 feet;thence S88°55'52"E, a distance of 214.39 feet to the true point of beginning;thence N01°16'40"W, a distance of 12.52 feet;thence S86°20'23"E, a distance of 169.25 feet to the terminus of said strip; except that portion thereof lying within land described in instruments for waterline easements under Auditor's File No. 6631805 and Recording No. 8706091484. CZ CrO 44217 ifpv c22, , • f# �,"ia;ain,<9 a6 97038 7-13-98 EXCISE TAX NOT REQUIRED D0• Reyords Division Doputy RETURN ADDRESS ean-4 Uiih e liSsoc to f es BOO // fh Aueiue Suit 0 3 0 7 Seattle WA 98/0V Please print neatly or type information Document Title(s) Reference Numbers(s) of related documents CIDAdditional Reference N's on page rEl Grantor(s) (Last,First and Middle Initial) /an-AM &' 'e 4C0C(a IRS 0) Additional grantors on page Grantee(s) (Last,First and Middle Initial) Additional grantees on page Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) /W10 Q NE NEXT si9 ,23/V ,ese Additional legal is on page Assessor's Property Tax Parcel/Account Number /92305-90¢3 Additional parcel N's on page The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. 1 00'6 F9d 200 S080338 A1N1103 9NIM rid 00:00:60 8E60-E18085 r • LEGAL DESCRIPTION 15 FOOT WATERLINE EASEMENT NORTH OF STARBUCKS That portion of the northeast quarter of the northeast quarter of Section 19, Township 23 North,Range 5 East,W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the Southwest corner of said northeast quarter;thence N01°04'08"E, a distance of 526.84 feet;thence S88°55'52"E, a distance of 214.39 feet to the true point of beginning;thence N01°16'40"W, a distance of 12.52 feet;thence S86°20'23"E, a distance of 169.25 feet to the terminus of said strip; except that portion thereof lying within land described in instruments for waterline easements under Auditor's File No. 6631805 and Recording No. 8706091484. rti (411 \, 4 13,7 1 `49 a. c-4/) /5:-y) 97038 7-13-98 EXCISE TAX NOT REQUIRED Co. Fteyords Division Doputy • 11 A RETURN ADDRESS gm(?) (�i. e Aoc t A BOO fif b Auer ue Sc 3 oo S eatf/e WA 98/0 Please print neatly or type information Document Title(s) /5 7 of(tleferkfie bsezwt c . Reference Numbers(s) of related documents c, M Additional Reference#'s on page Grantor(s) (Last,First and Middle Initial) 0 , L GD gn 110 I/rdoer e 4socta 7�5 Additional grantors on page Grantee(s) (Last,First and Middle Initial) a 0 Additional grantees on page Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) 4410 ee, NE NE 4 5/9 %23N 'Se Additional legal is on page Assessor's Property Tax Parcel/Account Number /923os-9o¢3 Additional parcel k's on page_ The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the . accuracy or completeness of the indexing information provided herein. • 00'6 F9d 200 SOS0338 AIN003 0NIN NV 00:00:60 8C O-ETS0S6 LEGAL DESCRIPTION 15 FOOT WATERLINE EASEMENT NORTH OF STARBUCKS That portion of the northeast quarter of the northeast quarter of Section 19, Township 23 North,Range 5 East, W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the Southwest corner of said northeast quarter; thence N01°04'08"E, a distance of 526.84 feet;thence S88°55'52"E, a distance of 214.39 feet to the true point of beginning;thence N01°16'40"W, a distance of 12.52 feet;thence S86°20'23"E, a distance of 169.25 feet to the terminus of said strip; except that portion thereof lying within land described in instruments for waterline easements under Auditor's File No. 6631805 and Recording No. 8706091484. 0 J 01a- x-4, •Q, p Y" Ftg S, A 13731 5) 97038 7-13-98 EXCISE TAX NOT REQUIRED - �� ords Division Deputy MODIFICATION OF NEW WATERLINE EASEMENT On May 8, 1998 a NEW WATERLINE EASEMENT, recording number 9805080744 was recorded and filed in the records of King County, Washington. Having found the legal description of said NEW WATERLINE EASEMENT, as written by John E. Cramer (dated 5/1/96), to be in error, the Grantor (Renton Village Associates) and Grantee (City of Renton) wish to modify the legal description recorded May 8, 1998 under. recording 9805080744 Grantor and Grantee agree that the legal description under the former recording shall be modified as shown on the attached Exhibit A and that any rights granted pursuant to the original recording remain unchanged except for the modification of legal description herein . Cr) • • EXCISE TAX NOT REQUIRED o. cords Division , Deputy - i } 1 RETURN ADDRESS • /2erilern U ff e /11-SccdaT S 800 i4411 ff vets ue .Sui i e JeaY//e ! WI j2B/o4 . 3�o c r • Please print neatly or type information Document Title(s) meaca lien o/iVaw Waite' bne Fase na4' t Reference Numbers(s) of related documents 900508074¢ Additional Reference N's on page CID Grantor(s) (Last,First and Middle Initial) 0.n A7e> 4'i g/% e Oad eS • Additional grantors on page Grantee(s) (Last,First and Middle Initial) l/T Oil'4-454 • y . Additional grantees on page • Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) ) Pie 2 sw Yq Nek S!9 i 23N 25E- Additional legal is on page -Assessor's Property Tax Parcel/Account Number �92,341 5 -9013 Additional parcel#'s on page— The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. £p•At F9d OTO S1'dU338 A1NfID3 OM kV £Q.00:EG 6££0-ETSOS6 • LEGAL DESCRIPTION 15 FOOT WIDE WATERLINE EASEMENT That portion of the southwest quarter of the northeast quarter of Section 19, Township 23 North,Range 5 East,W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the northeast corner of said southwest quarter;thence S01°04'08"W along the east line thereof, a distance of 186.60 feet;thence N88°34'52"w, a distance of 125.95 feet to the true point of beginning;thence continuing N88°34'52"W, distance of 80.00 feet to the Point of Terminus of said strip; said point lying on the east line of a ten foot wide waterline easement described in instrument under Auditor's File No. 6631805. c'9 "44 .6\ ', ..� �4. O .Wj�i�iJ +* t. aft , t"�• 13731wSV Q '�{� Q"A1S r c,�i i 434 `.� / 97038 5-26-98 (-‘1 ..'-...:. - 3"71,(' MA/ t-....a5 efsi 44,1 is --ig...: - . .0qTrit*Ton-7----5 f . .. • .....•,... . • .. ,,.. . . ,. . • . f„„g„.4-i ,,,,, . .__ . , _ . • • m `"`• I I lo�'r a 01 ' ,� ��` �o.� VERTICAL DATUM: CtT ° :s. 3 'f N 7-1—� BENChM AAK: 28.63. C ° -.6-x e,y��•.ram =; ; -FOUND � .rf. r . r 6f � '(e ri Wc.Kti�tb �° - = -TALBOI i • •' = :� fir. Stte'thl til- EVE CaNN CflOI �i r / / / a Q �,�� t.L:, € C�-i . "w •. ? A-filltv�-. - . 17 / - •- -- e"UIp KuN . : ,f2.,i0t,:v -die • z :: s- {i )) 6 s it 1N6RtAS R ( rt s ij) . '--:'�G�A: a,K��� . - . rit\V'CV NEW 8" It VAtve- ,•S -:`• �l c� LTV I O CIL* M.t) v''V61(41CAL C1C $5 (b4�x i y. 4 :✓ iv 1�t�iNO �L.Wi "'(�Pb so yl,�1 � 4 C�, �7 - IV" tti!40 Ft-. . 'lli '� b , - : ' - iv.'-Yti►n C AI)W ram" Q�v.A=./Okitu�I n U ., lid - .:Y�� - - - fN ,� .b'W 1�i° 2143 - 6 ,� So'1►+t1N . --- if/ y wI - 1 NI;W . Ili 5u0® � .9 ¢ l,OftV�Nb Gf�'( a��dw _ T IE y 24, s -otif " $x I j �w s��+ )E., 19.E _. LNG v ,... . t / t1 � 1� 1 w ' 9 f tV��vl l�/N - NI tomfooR9 iforZt f_ 11, W ►'►Y - &Aril.GOfJ�. fIfni VAUIS 1. f :.. - �� ellioVe 2b.o ,( { t b"/JD /vA�fr�K���`��p'j�J���j2 At i U v� o % -1 '�t6 ':VFACV7:-::•:. . ors .•'�" •: .... .•a;• ..t ticat e o .... " SSW 1 Rli �� :�k'%' i �sri' :gi_ ?i i'r%v''::::��. :r� :yam'is 5�:v.:• �1 w MODIFICATION OF NEW WATERLINE EASEMENT On May 8, 1998 a NEW WATERLINE EASEMENT, recording number 9805080744 was recorded and filed in the records of King County, Washington. Having found the legal description of said NEW WATERLINE EASEMENT, as written by John E. Cramer (dated 5/1/96), to be in error, the Grantor (Renton Village Associates) and Grantee (City of Renton) wish to modify the legal description recorded May 8, 1998 under recording 9805080744 Grantor and Grantee agree that the legal description under the former recording shall be modified as shown on the attached Exhibit A and that any rights granted pursuant to the original recording remain unchanged except for the modification of legal description herein . • C', • OJ EXCISE.TAX NOT REQUIRED o. cords Division ^' , Deputy p • RETURN ADDRESS A7'b,lU/fae ,ccia Boo Pc.4/- i ftve44 ue Su.7 e 37 oc Sed ff% WA 9$/o4( • Please print neatly or type information Document Title(s) MoeAlkabni of Nay) Wafer Eine Faseim • Reference Numbers(s) of related documents 9805080744 OAdditional Reference!i's on page Grantor(s) (Last,First and Middle Initial) CD �een44a/% ehcCS&c GO Additional grantors on page Grantee(s) (Last,First and Middle Initial) ly 0(AS-64 I. Additional grantees on page Legal Description (abbreviated form:i.e.lot,block,plat or section,township,range,quarter/quarter) Aye 2 swY4 Nek Sl9 723N £561 Additional legal is on page Assessor's Property Tax Parcel/Account Number /91395 - 9013 Additional parcel k's on page The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. coma IN o . SJJC33S AD/1103.ONI?1 ; 00!00260 6ECc-ErSOSb { 1 LEGAL DESCRIPTION 15 FOOT WIDE WATERLINE EASEMENT That portion of the southwest quarter of the northeast quarter of Section 19, Township 23 North, Range 5 East,W.M. described as follows: A strip of land 15 feet wide lying 7.5 feet on each side of the following described line: Commencing at the northeast corner of said southwest quarter;thence S01°04'08"W along the east line thereof, a distance of 186.60 feet; thence N88°34'52"w, a distance of 125.95 feet to the true point of beginning;thence continuing N88°34'52"W, distance of 80.00 feet to the Point of Terminus of said strip; said point lying on the east line of a ten foot wide waterline easement described in instrument under Auditor's File No. 6631805. Cr) • • GO oho i 4° rico. ... .4, , �A 13731�(V4 4- 97038 5-26-98 L .. • -1 - I- \� (.,, • -..,,- - i sti..... . tiv, EASegiept,1 f s • 4" • X rIty. ..- f • C c, .. . .. : ...-.„.--:: . nocA141 *RA- -_- - 1 - . , „iv_ ,.....,... _ ... _ • • :; :: • ..•, .•�.. f 1 `U,� - toy VERTICAL DATUM: CtT ° e,IPti a 64,1 /• • ' - BENCHMARK:ARK: 28.63. C • -a x b'k8'.roo . �OUNi1 --•• ,-.:5::--_i• ot. .., . � NO ,;f, • ;' �A • d '(�1►Ptieir& ''' = TALBOI f�/ / (`6L1 ND IGi. - 4( 8 Std�n�l • r / l /T 1- • :---5.,5 \Jail; . ,. --.9, a • ji ...• - -a - - - e• Ig --Q i-L,4443-40-1 . • •• ItiT4 . 741.7&j•• •••-. 1.10, . Le lr." d'71-)e. ' z iCo 41 {14 2 '' " . d ikle WIki6R0tAL CKI$S {A4l'X : �v �Vl �Q i�+ ' - -. " .• .0e1 IV' NAN 9 trL•WI, el.rAr ti•Ob . • 14°*bikt/6) N 61,4 am ig:VoiLve- Cf1.x KO3 - • _ -{ IV:ft4W-.,011)to V' ao,A,/ott4tvi ItCKUji►st, VI76-.b314•10 I:: fato.sio-Th ,,,`") . i::--:- :-. 14.4.....r.-.- . . . - 1 - ‘ \ • • . 14.1421t Nb1 ma• 1 - - �i ( f lt36 :Y. . ,. ii54.00. r- y / � `lNG; .- ►:' /✓f - ,. , • • ii6PI (€ Ili) / ' t°Sh g E' et..t 1.-- • y J66 (0N • . ' 4c9 • . N fir --r41 �i1(ly(,GOf�fG. f�f��iVAULt ) -1:- N� ter - Zo WI01�� - ID,uP0ot3 p}tF ' g- b.o of I U y. o �E ge tie •,. •• NAV 6?dam A( K�� I • . - �- 7.7 - Tap:.a.: cf:::,:•):::::4*.x-:•:•.t:•:•:•:":„4,:::;::::: gr e..::•::::::::- ' -1" .„. '4 . "*.:4*:::;:::::- 6gi€ • A ti , arR fil is• : r{•'•:.:.}::.;:r::%::r;.: .�f�:: v. •1• w n `fig4 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 3, 2000 TO: Carrie Olson-Davis FROM: Sonja J. Fesser`l SUBJECT: Renton Village Short Center Short Plat,LUA-00-088-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Include on the drawing a reference, or show the location, of the required easement for existing water mains that were installed when the Thriftway store was remodeled. Also, make provision for the recording number of said easement on the drawing. The legal description for the new ingress/egress easement is not needed at this time. The reference to the ingress/egress easement(as noted on the drawing)and the Declaration of Covenant combine to meet the intent for access to Lot C2 and C4. However,the easement for access should be included in the conveying documents wlien each of the lots affected by the subject easement are sold to others. Comment for the Project Manager: There is no reference to a maintenance agreement for the access easement(s)to Lots C2 and C4. We feel that the standard used on residential short plats may not be appropriate for commercial properties. Arnie Henninger is to be the contact person for the water main easement. Please coordinate with her for this document. Said easement can be recorded concurrently with the short plat. If recorded concurrently, be sure that the easement is shown or referenced on the drawing and that the recording number of said easement is also noted on the drawing. \H:\FILE.SYS\LND\20\0269\RV001101.DOC .. CITY _F RENTON c. Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren MEMORANDUM To: Carrie Olson-Davis, Plan Review �� t�a�a • From: Lawrence J. Warren, City Attorney , h Date: October 24, 2000 ®O Subject: Ingress/Egress Easement Review Renton Renton Village Shopping Center Short Plat LUA-00-088-SHPL What was provided to me was a legal description only. An easement needs to be in the form of a conveyance that is grantor, grantee, legal description, signature lines and notary section. I have not reviewed the legal description for accuracy. Lawrence J. arren LJW:tmj cc: Jay Covington Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (425)255-8678 ®This paper contains 50%recycled material,20%post consumer > 10/18/00 09:19 FAX 206 682 .1040 S M S 001 • RVA CENTER LLC 520 Pike ,Street • Suite 1500 • Seattle, Washington 98101 • (206)682.6868 • (206)682.1040 Facsimile Facsimile Cover Sheet • TO: Steve Taylor COMPANY: City of Renton PHONE: 425.430.7219 FAX: 425.430.7241 FROM: Craig Koeppler COMPANY: RVA CENTER LLC PHONE: (206) 682-6868 FAX: (206) 682-1040 Re: Renton Village Shopping Center Short Plat Pages(incl. Cover): 3. DATE: 18 October, 2000 The information contained in this message is intended only for the addressee or addressee's authorized agent. The message may contain information that is privileged, confidential or otherwise exempt from disclosure. If the reader of this message is not the intended recipient or recipient's authorized agent, then you are notified that any dissemination, distribution or copying of this message is prohibited. If you have received this message in error,please notify the sender by telephone and return the original and any copies of this message by mail to sender at the address stated above. COMMENTS: This is the metes and bounds description of the access easement to be recorded with the short plat. The easement is also shown on the survey re- submitted to the City on Friday. Please make sure this description finds its way to all ::::p:r ces. dare, ri�/� 02 a-ecess S.�d S7'rrd, /U Lla �. ��� Awe, /� y C1 a-li, � has 72t� 6e_ d1� 10/18/00 09:20 FAX 206 682 1040 S M S 1A002 • INGRESS/EGRESS EASEMENT THAT PORTION OF LOT C, CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO.8911139006 AND RECORDING NO.9004099029, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT C; THENCE N77°28'26"E ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3,869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE AN ARC DISTANCE OF 184.70 FEET THROUGH A CENTRAL ANGLE OF 02°44'05" TO THE NORTHWEST CORNER OF A PARCEL DESCRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDER KING COUNTY RECORDING NO. 9610310853; THENCE SOO°31'47"E ALONG THE WEST LINE OF SAID PARCEL AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 282.61 FEET TO THE NORTHEAST CORNER OF LOT C2 AS DESCRIBED UNDER LUA-00-088-SHPL, RECORDED IN THE RECORDS OF KING COUNTY UNDER RECORDING NO. - AND THE TRUE POINT OF BEGINNING; THENCE S89°23'13"W ALONG THE NORTH LINE OF LOT C2 A DISTANCE OF 179.59 FEET;TO A POINT OF CURVE THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°17'35", AN ARC DISTANCE OF 23.69 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 49.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°49'23", AN ARC DISTANCE OF 46.89 FEET; THENCE N90°00'00"W, A DISTANCE OF 69.70 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 90°00'05", AN ARC DISTANCE OF 39.27 FEET; THENCE S89°19'40"W A DISTANCE OF 51.98 FEET TO A POINT OF CURVE;THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 245.00 FEET,THE CENTER OF WHICH BEARS N82°57'46"W, SAID CURVE ENCOMPASSING A CENTRAL ANGLE OF 06°30'32", AN ARC DISTANCE OF 27.83 FEET; THENCE N01°35'52"W, A DISTANCE OF 13.79 FEET; THENCE N89°28'13"E, A DISTANCE OF 10,09 FEET; THENCE N00°31147"W A DISTANCE OF 211.12 FEET; THENCE N77°28'26"E, A DISTANCE OF 72.28 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 73.43 FEET,THE CENTER OF WHICH BEARS S40°14'05"E, SAID 10/18/00 09:20 FAX 206 682 1040 S 11 S 003 -71 • CURVE ENCOMPASSING A CENTRAL ANGLE OF 49°28'40", AN ARC DISTANCE OF 63.41 FEET; THENCE S00°17'15"W,A DISTANCE OF 138.00 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, AND ENCOMPASSING A CENTRAL ANGLE OF 90°17'15",AN ARC DISTANCE OF 39.40 FEET;THENCE N90°00'00"E A DISTANCE OF 71.90 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°49'22",AN ARC DISTANCE OF 23.92 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°17'35",AN ARC DISTANCE OF 46.43 FEET;THENCE N89°28'13"E, A DISTANCE OF 155.13 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 89°28'13", AN ARC DISTANCE OF 39.04 FEET; THENCE S89°47'36"E , A DISTANCE OF 28.16 FEET; THENCE S00°00'00"E, A DISTANCE OF 254.79 FEET; THENCE N88°40'17"W, A DISTANCE OF 49.58 FEET; THENCE S00°05'48"W,A DISTANCE OF 152.56 FEET, TO A POINT OF CURVE;THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET,THE CENTER OF WHICH BEARS N50°11'08"E AND ENCOMPASSING A CENTRAL ANGLE OF 48°50'56". AN ARC DISTANCE OF 21.31 FEET; THENCE S88°39'48"E, A DISTANCE OF 57.79 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 60°57'00", AN ARC DISTANCE OF 26.59 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 36.37 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 64°36'57",AN ARC DISTANCE OF 41.01 FEET,THENCE S61°49'54"W, DISTANCE OF 70.59 FEET,TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT, HAVING RADIUS OF 15.27 FEET, THE CENTER OF WHICH BEARS N28°10'06"W, SAID CURVE ENCOMPASSING A CENTRAL ANGLE OF 148°07'12", AN ARC DISTANCE OF 39.48 FEET; THENCE N86°17'18"W, A DISTANCE OF 74.61 FEET, TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 63.11 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 16°19'59"AN ARC DISTANCE OF 17.99 FEET,TO THE EAST LINE OF LOT C2; THENCE ALONG SAID EAST LINE N01°23'37"E, A DISTANCE OF 224.14 FEET; THENCE S 88°55'52"E A DISTANCE OF 46.56 FEET; THENCE N00°31'47"W A DISTANCE OF 173.56 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 38,810 SQUARE FEET, OR 0.89 ACRES. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 19,2000 TO: Neil Watts,Plan Review/ I', (•,;th rt.LA FROM: Carrie Olson-Davis,Plan Review SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed,please sign below or return your comments as needed. Thanks. A ° CW26/ (mule ck 64004�g. C,J Sown S/dE 47,44t, i?din• -ad AQ/01 p/1O'C'O �ppxe ,Date: Neil Watts Cc: Yellow File 1 • i CITY OF RENTON • PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 19,2000 TO: Bob Mac Onie, Technical Services Sonja Fesser, Technical Services ck FROM: Carrie Olson-Davis,Plan Review x72358 SUBJECT: RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA-00-088-SHPL • Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Private Ingress/Egress Easement • RVC Short Plat drawings If all review concerns have been addressed, please sign below or return.your comments as needed. Thanks. Approval: \ , Date: Robert T Mac Onie,Jr. Sonja Fesser Cc:Yellow File C:\PlanReview\CDAVIS\SHRTPLAT1RentonVillageCenterlm.doc i CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 19,2000 TO: Larry Warren, City Attorney FROM: Carrie Olson-Davis,Plan Review,x-7235 SUBJECT: INGRESS/EGRESS EASEMENT REVIEW RENTON VILLAGE SHOPPING CENTER SHORT PLAT LUA 00-088-SHPL Attached for your review is the private Ingress/Egress Easement for the RVC Short Plat. Also, attached is the Hearing Examiner's Report and Decision for the short plat. Please review and return comments to me as soon as possible. Thanks. Cc: Yellow File C:\PlanReview\CDAVISISHRTPLA'TTRentonVillageCenter2m.doc Carrie Olson-Davis- Renton Village Short P. Page 1 From: Neil Watts To: Olson-Davis, Carrie ; Taylor, Steve Date: 10/13/00 3:50PM Subject: Renton Village Short Plat I was advised that Craig Keppler brought in his application for recording of his short plat for Renton Village. They have not started the process to complete the required street improvements for this short plat. Just a reminder. No short plat approval without completion of the street improvements on the south side of the site (i.e. get the parking spaces out of the right-of-way). CC: Henning, Jennifer CITY OF RENTON DEVELOPMENT SERVICES DIVISION SUBMITTAL REQUIREMENTS FOR SHORT PLAT RECORDING APPLICATION TIMES & LOCATION: Applications will be accepted at the 6th floor counter of the Renton Municipal Building, 1055 South Grady Way, between 8:00 A.M. and 4:00 P.M. Monday through Friday. No appointment is necessary, but is encouraged. Please allow for 10 minutes for application screening. DO NOT SUBMIT FINAL MYLARS OR ORIGNAL VERSIONS OF SIGNED LEGAL DOCUMENTS UNTIL REQUESTED BY THE CITY. _ PURPOSE OF FINAL REVIEW: The purpose of final Short Plat review prior to recording is to ensure that a proposed land division is designed and developed in accordance with the City of Renton's adopted rules and standards and any conditions placed upon the short plat as part of the preliminary short plat approval. These conditions may include administrative or Hearing Examiner decision conditions, conditions imposed by the Environmental Review Committee (ERC), or deferral requirements by the Board of Public Works. APPLICATION MATERIALS: ATTACHMENTS:Please fold all plans and attachments to a size not exceeding 8 1/2" by 11"for storage in a letter-size file folder. 1. Public Works Approvals: Please provide confirmation that required improvements have either been substantially installed or deferred, and that the plastic flyer holder from the public information sign has been returned to the City. 2. Plat Certificate: Please provide three (3)copies of a current Plat Certificate which has been obtained from the Title Company documenting ownership and listing all encumbrances. If the Plat Certificate references any recorded document (i.e. easements, dedications, covenants)four(4) copies of the referenced recorded documents must also be provided. 3. Legal Documents: Please provide four(4) copies (not originals)of each of the following documents (if applicable): • Proposed restrictive covenant; • Draft deeds to City for any land to be dedicated; and, • Proposed easements. 4. Calculations: Please provide three (3)copies of complete field notes and computations for the short plat and details (if any) of all distances, angles, and calculation together with information on the error of closure. The error of closure on any traverse shall not exceed 1' in 10,000'. 5. Monument Cards: Please provide two (2) copies of a form provided by the City Technical Services Section and filled out by a surveyor providing information regarding a single monument, including the section, township and range, method of location, type of mark found or set, manner of re-establishment of the single monument (if applicable), description, and a drawing showing the location of a single monument and indicating a reference point to that monument. 6. Confirmation of Compliance with all Conditions of Preliminary Short Plat Approval: Please provide three (3) copies of a statement detailing how all the Administrative, Environmental Review Committee or Hearing Examiner conditions of the preliminary short plat approval have been addressed. 7. Short Plat Plan: Please provide four (4) copies (not mylar at this time) of a fully dimensioned plan, drawn at a scale of one inch equals forty feet(1" =40') on an eighteen inch by twenty four inch (18" x 24") plan sheet(or other size or scale approved by the Development Services Division Director) and including the following information: • Date, graphic scale, and north arrow oriented to the top of the plan; • Name of the short plat and space for the future City file number; • Names, locations, widths and other dimensions of existing and proposed streets, alleys, easements, parks, open spaces and reservations; • Lot lines with all property lines dimensioned and square footage of each lot; • Location, dimensions, and square footages of any existing structures to remain within or abutting the short plat; • Location of existing conditions (such as wetlands, steep slopes, water courses) on or adjacent to the site which could hinder development; • Street names and addresses for each lot shall be shown on the short plat plan; • Data sufficient to determine readily and reproduce on the ground the location, bearing, and length of every street, easement line, lot line, and boundary line on site. Dimensions shall be to the nearest one-hundredth (1/100) of a foot and angles and bearing in degrees, minutes, and seconds. All measurements and bearings shall be mathematically correct; • Coordinates shall be included per City surveying standards for permanent control monuments; and, • Legal description of the land to be short platted. DO NOT SUBMIT FINAL MYLARS OR ORIGNAL VERSIONS OF SIGNED LEGAL DOCUMENTS UNTIL REQUESTED BY THECITY. 8. Aquifer Protection Notice: For short plats within either of the Aquifer Protection Zones, the following notice must be included upon the face of the short plat: • The lots created herein fall within Zone (1 or 2)of Renton's Aquifer Protection Area and are subject to the requirements of the City of Renton Ordinance#4367. This City's sole source of drinking water is supplied from a shallow aquifer under the City surface. There is no natural barrier between the water table and ground surface. Extreme care should be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners responsibility to protect the City's drinking water. 2 9. Certifications: The short plat plan must include the following certifications(as shown on the sample on page 5): • Certification by a licensed land surveyor that a survey has been made and that monuments and stakes will be set; • Certification of City approval to be signed by the Planning/Building/Public Works Administrator; and, "> •...-+ • Certification of approval to be signed by King County Assessor and the Deputy King County Assessor. 10. Private Street Easements and Access Easements: Short plats with parcels requiring access via a private easement shall show the locations and widths of these easements. The following two notes shall be included upon the face of the short plat: • Declaration of Covenant: The owner of land embraced within this short plat, in return for the benefits to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots,or of any subdivisions thereof. The covenant shall run with the land as shown on this short plat. • Maintenance of Easement: New private exclusive easement for ingress, egress and utilities is to be created upon the sale of lots shown on this short plat. The owners of Lots shall have an equal and undivided interest in and responsibility for maintenance of the private access&utility easement.These maintenance responsibilities include the repair and maintenance of the private access road, drainage pipes, any storm water quality and/or detention facilities within the easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. Parking on the paving in the access easement is prohibited, unless a minimum of 20 feet of unobstructed pavement width is provided. FINAL SHORT PLAT/SUBDIVISION REVIEW PROCESS: General Time Frame: The applicant should anticipate that the time frame for Renton's final administrative Short Plat/Subdivision review process prior to recording is approximately thirty(30)days from the date the application is accepted as complete by the Development Services Division.When all improvements and/or conditions have been completed,the plat may be.recorded. Lot corners must also . . be marked per the City surveyors standards of the"Renton Survey Control Network"document. Review Process: The Development Services Division will route the proposed Short Plat to other City departments who may have an interest in the application. DEFERRAL OR WAIVER OF STREET IMPROVEMENTS: Application:. If a developer wishes to defer or request waiver of certain on-site or off-site improvements, (i.e. landscaping, curbs or sidewalks),written application shall be submitted to the Board of Public Works. The applicant shall state the reasons why such a deferral or waiver is necessary. If approval is granted, security in the form of an irrevocable letter of credit, set-aside fund,assignment of funds, certified check or other type of security acceptable to the City, shall be furnished to the City of Renton in an amount equal to a minimum of 150 percent(150%)of the estimated cost of the required improvements. In the cases of an extended deferral of improvements, a approved covenant must be recorded with.the County prior to . recording of the short plat. If you would like to request further information or if you have questions concerning the deferral process . please contact the Board of Public Works at(425)430-7266. 3 • DEDICATION OF RIGHT OF WAY: • If right-of-way dedication is required for the short plat, separate application for City approval is required. The deed of dedication must be approved by City Council prior to recording of the short plat This process may take six weeks, so early application is encouraged. RECORDING OF THE SHORT PLAT: DO:;NOT SUBMITz'FINALNYLARS we >",:rt-,,=' `;( require,�2"sets)'ORSSIGIVPD<:L �ALD:OGUIV1Ef�TS':;UNTIL` ' ��: =,3. ;fin RE FUESTED�BY;T`E~C.ITY`': �;,.;. ,. •.,:. �..�:: .���'.:-;; After verification that improvements have been installed and approved and the applicant has furnished the Development Services Division with written confirmation of the approval (and/or a deferral approval letter has been obtained)and all conditions of the administrative plat approval have been met,the City will request 2 copies of the original mylars.The plat mylars will then be circulated for the required City signatures. Once all signatures have been obtained,the City will transmit the mylars via courier(current cost: $15.15)to King County for recording. Lots cannot legally be sold until the Short Plat has received its recording number. EXPIRATION OF THE SHORT PLAT: • Once a plat has been approved by the Administrator, the applicant has two (2)years to install (or defer)all required improvements and to comply with any conditions of approval. When all improvements and/or conditions have been completed, the plat may be recorded. A Short Plat/Subdivision which has not been recorded within two (2)years after its administrative approval shall expire, becoming null and void. A single one(1)year extension may be granted by the City. In order to revitalize an expired short plat, a new application must be submitted to the Development Services Division. Ifi°isthe;res''on`s`ibili ofstlie subdivitle�`tom'onitor theez'"iratiori dater • `9-°- _' -v ;x- `.;r . ;:; €-3=x- SHPLREC.DOC REVISED 08/00 • • • • • 10/18/00 09:19 FAX 206 682 1040 . . S M S cUU1 1111111 RVA CENTER LLC 520 Pike Street • Suite 1500 • Seattle, Washington 98101 • (206)682.6868 • (206)682.1040 Facsimile Facsimile Cover Sheet TO: Steve Taylor • COMPANY: City of Renton PHONE: 425.430.7219 FAX: 425.430.7241 FROM: Craig Koeppler COMPANY: RVA CENTER LLC PHONE: (206) 682-6868 FAX: (206)682-1040 Re: Renton Village Shopping Center Short Plat Pages(incl. Cover): 3 DATE: 18 October, 2000 The information contained in this message is intended only for the addressee or addressee's authorized agent. The message may contain information that is privileged, confidential or otherwise exempt from disclosure. If the reader of this message is not the intended recipient or recipient's authorized agent, then you are notified that any dissemination, distribution or copying of this message is prohibited, If you have received this message in error,please notify the sender by telephone and return the original and any copies of this message by mail to sender at the address stated above. COMMENTS: This is the metes and bounds description of the access easement to be recorded with the short plat. The easement is also shown on the survey re- submitted to the City on Friday. Please make sure this description finds its way to all :::::: es. A / çe /e at Aare, aze.ess S.4t � � i S . 0i6 e. PI di_ alre d has Esc she_ � y � 10/18/00 09:20 FAX 206 682 1040 S M S 4 002 110- INGRESS/EGRESS EASEMENT THAT PORTION OF LOT C, CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO.8911139006 AND RECORDING NO.9004099029, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT C; THENCE N77°28'26"E ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3,869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE AN ARC DISTANCE OF 184.70 FEET THROUGH A CENTRAL ANGLE OF 02°44'05" TO THE NORTHWEST CORNER OF A PARCEL DESCRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDER KING COUNTY RECORDING NO. 9610310853; THENCE SOO°31'47"E ALONG THE WEST LINE OF SAID PARCEL AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 282.61 FEET TO THE NORTHEAST CORNER OF LOT C2 AS DESCRIBED UNDER LUA-00-088-SHPL, RECORDED IN THE RECORDS OF KING COUNTY UNDER RECORDING NO. AND THE TRUE POINT OF BEGINNING; THENCE S89°23'13"W ALONG THE NORTH LINE OF LOT C2 A DISTANCE OF 179.59 FEET;TO A POINT OF CURVE THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°17'35", AN ARC DISTANCE OF 23.69 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 49.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°49'23", AN ARC DISTANCE OF 46.89 FEET; THENCE N90°00'00"W, A DISTANCE OF 69.70 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 90°00'05", AN ARC DISTANCE OF 39.27 FEET; THENCE S89°19'40"W A DISTANCE OF 51.98 FEET TO A POINT OF CURVE;THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 245.00 FEET,THE CENTER OF WHICH BEARS N82°57'46"W, SAID CURVE ENCOMPASSING A CENTRAL ANGLE OF 06°30'32", AN ARC DISTANCE OF 27.83 FEET; THENCE N01°35'52"W, A DISTANCE OF 13.79 FEET; THENCE N89°28'13"E, A DISTANCE OF 10.09 FEET; THENCE N00°31'47"W A DISTANCE OF 211.12 FEET; THENCE N77°28'26"E, A DISTANCE OF 72.28 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 73.43 FEET,THE CENTER OF WHICH BEARS S40°14'05"E, SAID 10/18/00 09:20 FAX 206 682 1040 S 14 S 4 003 CURVE ENCOMPASSING A CENTRAL ANGLE OF 49°28'40", AN ARC DISTANCE OF 63.41 FEET; THENCE S00°17'15"W,'A DISTANCE OF 138.00 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, AND ENCOMPASSING A CENTRAL ANGLE OF 90°17'15",AN ARC DISTANCE OF 39.40 FEET;THENCE N90°00'00"E A DISTANCE OF 71.90 FEET, TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°49'22",AN ARC DISTANCE OF 23.92 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 49.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 54°17'35",AN ARC DISTANCE OF 46.43 FEET;THENCE N89°28'13"E, A DISTANCE,OF 155.13 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 89°28'13", AN ARC DISTANCE OF 39.04 FEET; THENCE S89°47'36"E , A DISTANCE OF 28.16 FEET; THENCE S00°00'00"E, A DISTANCE OF 254,79 FEET; THENCE N88°40'17"W, A DISTANCE OF 49,58 FEET; THENCE S00°05'48"W,A DISTANCE OF 152.56 FEET, TO A POINT OF CURVE;THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, THE CENTER OF WHICH BEARS N50°11'08"E AND ENCOMPASSING A CENTRAL ANGLE OF 48°50'56". AN ARC DISTANCE OF 21.31 FEET; THENCE S88°39'48"E, A DISTANCE OF 57.79 FEET TO A POINT OF CURVE; THENCE ON A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 60°57'00", AN ARC DISTANCE OF 26.59 FEET, TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE LEFT HAVING A RADIUS OF 36.37 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 64°36'57",AN ARC DISTANCE OF 41.01 FEET,THENCE S61°49'54"W, DISTANCE OF 70.59 FEET,TO A POINT OF CURVE; THENCE ON A CURVE TO THE LEFT, HAVING RADIUS OF 15.27 FEET, THE CENTER OF WHICH BEARS N28°10'06"W, SAID CURVE ENCOMPASSING A CENTRAL ANGLE OF 148°07'12", AN ARC DISTANCE OF 39.48 FEET; THENCE N86°1718"W, A DISTANCE OF 74.61 FEET, TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 63.11 FEET AND ENCOMPASSING A CENTRAL ANGLE OF 16°19'59"AN ARC DISTANCE OF 17.99 FEET,TO THE EAST LINE OF LOT C2; THENCE ALONG SAID EAST LINE N01°23'37"E, A DISTANCE OF 224.14 FEET; THENCE S 88°55'52"E A DISTANCE OF 46.56 FEET; THENCE NOO°31'47"W A DISTANCE OF 173.56 FEET TO THE TRUE POINT-OF BEGINNING, CONTAINING 38,810 SQUARE FEET, OR 0.89 ACRES. iis CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: October 18,2000 TO: Renton Village Short Plat File,LUUA-00-088 FROM: Steve Taylor, Senior Planner GrE-/ SUBJECT: Landscape Requirements Item 2, in the `Advisory Notes to Applicant' on page 6 of the Administrative Short Plat Report and Decision contains an error. It states `frontage improvements are required along South Grady Way and South Renton Village Place, including concrete curbs, gutters, sidewalks, landscaping and associated drainage". Landscape standards are not applicable to Short Plats and may only be applied at the time of Site Plan Approval, Building Permits or when required by parking regulations. No landscape improvements are required of this project. cc: Jennifer Henning Document2\st 11i4 i ESCI*4! c i L"`rv:V:V N of Renton PIBIPW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT •;:4.2 PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 6 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. 1. A new water main was constructed per fire flow requirements when the existing Thriftway store was remodeled. Easements, as—builts, bill of sale and cost data inventory sheets were never provided. These documents will be required prior to recording the short plat. 2. Frontage improvements are required along South Grady Way and South Renton Village Place, including concrete curbs, gutters, sidewalks, landscaping and associated drainage. The applicant may request a modification for an alternate secured pedestrian walkway along this public street. Improvements shall be completed prior to recording the short plat. 3. Portions of the site are located in the FEMA 100-year floodplain. Compliance with all code requirements for elevation of buildings and compensatory storage will be applicable at the time of lot development. TRANSMITTED this 22 day of August 2000 to the applicant and owner: RVA Center LLC %Craig Koeppler 520 Pike Street,Ste.1500 Seattle,WA 98101 TRANSMITTED this 22 day of August 2000 to the parties of record: NA TRANSMITTED this 22 day of August 2000 to the following: Larry Meckling,Building Official Charles Duffy, Fire Marshal Jennifer Henning,Principal Planner Neil Watts,Plan Review Supervisor Laureen Nicolay Jan Conklin Carrie Olson-Davis Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals & Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14 day appeal period (RCW 43.21.C.075(3);WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision,any,party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request,if the Administrator finds insufficient evidence to amend the original decision,there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on September 5,2000,(14 days from effective date of decision). Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)235-2501. Appeals must be filed in writing,together with the required$75.00 application fee,to: Hearing Examiner,City of Renton,200 Mill Avenue South, Renton,WA 98055. EXPIRATION DATE: The Short Plat approval will expire on August 22,2002(two years from the original approval date). An extension may be requested. shpltrpt.doc CIF. RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.;Administrator • September 11 2000 • • Mr. Craig Koeppler RVA Center LLC 520 Pike Street, Suite 1500 Seattle,WA 98101 SUBJECT: Renton Village Shopping Center Short Plat, Project No. LUA-00-088,SHPL-A • Dear Mr. Koeppler: • ' This letter is to inform you that the appeal period has ended for the Administrative Short Plat for the subject land use project. • • No appeals were filed. This decision is final and application for the appropriately required:permits may proceed. The applicant must comply with Conditions of Approval as noted on the Short Plat Report & Decision dated August 21, 2000. If you have any questions, please feel free to contact me at(425)430-7219. For the Environmental Review Committee, Steve Taylor Project Manager • • • • • FINAI 1055.South Grady Way-Renton,.Washington 98055 : [�7 Thic nanur mnfainc cl1%rorurlori material 9f1%nnct nnnci!mar iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii »>><::::Ciiiiist)F I'E II'I''' '' >'>'k>1' '»»>>' >:»> ' >»>> >`'><<»» ' >» » > < >>» > >> > On the __ day of- use. , 2000, I deposited in the mails of.the United States;a sealed envelope containing Peeoy-t` E Deusimri • documents. This information was sent to: • Name Representing Gtcupi I<oefto 1,t-- R V W Ce M-ev- (Signature of Sender) SJACikt,L, V- • Sc STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that -5 Lr& k . S ,.2c_ SSf2A., signed this . . instrument and acknowledged it to be his/her/their free and voluntary, act for thL-uses and purposes mentioned in the instrument. Dated: , O®C6 �"� C��v� • , ari RARILYN KAMCHEFF ► Notary Public i and for the State of Was ,• on NOTARY PUBLIC Notary (Print) STATE OF WASHINGTON My appointment e) YN KAMCHEFF COMMISSION EXPIRES AY APPOINTMENT EXPIRES:6• JUNE 29, 2003 Project Name: pej.r‘r_ttiA oL.9`� sVto_tivixot n Pu7- Project Number: t_U . 00 • , NOTARY2.DOC t City of Renton REPORT Department of Planning/Building/Public Works 8` ADMINISTRATIVE SHORT PLAT REPORT & DECISION DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: August 21, 2000 Project Name Renton Village Shopping Center Short Plat Applicant RVA Center LLC (Craig Koeppler) File Number LUA-00-088, SHPL-A Project Manager Steve Taylor Project Description The applicant requests short plat approval to create 4 lots from an existing 609,960-sf(14 acre parcel. Lot C1 would be 410,907-sf(9.43 acres)and contain all of the existing shopping center development. The remainder of the lots are currently undeveloped. Lot C2 would contain 100,252-sf(2.30 acres); Lot C3 is 57,978-sf-(1.33 acres); and Lot C4 is 40,823-sf(.94 acre). No development plan is proposed with the short plat application. Project Location 401 -601 South Grady Way I NEIGHBORHOODDETALMAPgrH © I L p` v• •..gym. I RENTON VILLAGE SHOPPING CENTER SHORT PLAT "'S9'^'' I'`l .. Y .n,r., ® .11,OOH SIS. '. I°, XII m _ �--�w_�i /r,l `\I "', +1-r.: r -„p&I•I�;,IIIIR?i?®..-rift_®. cFJ/!I ,, •.ao,�-- ------• .:-. i—S,---are-.-.- r--.- .-.- ,---._,: %on I I FI ..q ' .fit':°:• I` 5. _. - vN,__ 44 •.I. • D .iu..,1an. ,: - .�1 ..s�oI. a :;n: ,mo ou 7 i oenE. .\'r.T'--mo',,l 1I i ? ,�a --_T,t—_. 1... • .ur� answv ,A11—i' P ea I vc a^' VIP `I._ �� ,j em ow s r c „„ A - �r. nI11—.I. !, 4_ : ;..,1 ,;.,4 1 „ 1...,..,... ,... .,0..., ,I, . 1 i : ill „ '1•I, "0•:'' I f � 1 r > - C' ;0 -, , • Ir . TI;} -F ,,e,v.. c ' T� II _ . . - In Ie rcn'r.. a I 'a d4.ir •. .. �t„ P I g t ® •' -.e_ Qsgg e® » I •�w I, , . �1ie1� ^ ��: B w o- I .... _.`+ O.o •_-. "�. _ .' '-1-'.!- __ CAI :4 ,L m r. - I rr,,�� Project Location Map SHPLRPT.doc City of Renton P/B/PW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 2 B. GENERAL INFORMATION: 1. Owner of Record: RVA Center LLC 520 Pike Street, Suite 1500 Seattle, WA 98101 2. Zoning Designation: Commercial Arterial (CA),Automall District B overlay 3. Comprehensive Plan Land Use Designation: Employment Area-Commercial 4. Existing Site Use: Shopping Center 5. Neighborhood Characteristics: North: Commercial Arterial (CA),Automall District B overlay—auto dealership, park and ride lot. East: Commercial Office(CO),—offices, Puget Sound Energy switching station. South: Commercial Office (CO),—offices, movie theater. West: Commercial Arterial (CA),Automall District B overlay—gas station, auto dealership, hotel 6. Access: South Grady Way, South Renton Village Place 7. Site Area: 609,960-sf(14.0 acres) C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan 4498 2/20/95 Zoning 4404 6/7/93 Annexation 1547 5/15/56 Short Plat(not recorded) LUA-98-029, SPL-A 4/15/98 McDonalds LUA-96-075, SA, ECF 7/23/96 Sign Variance LUA-96-064,V 7/17/96 D. PUBLIC SERVICES: 1. Utilities Water: An 8 inch looped public water line serves the improved shopping center parcel and is within 25 feet of the unimproved parcels. Sewer: Public and private sewer lines currently service the improved shopping center parcel and the unimproved parcels. Surface Water/Storm Water: Storm sewer facilities exist on all parcels 2. Fire Protection: City of Renton Fire Department shpltrpt.doc City of Renton P/B/PW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 3 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1) Zoning Ordinance—Arterial Commercial Zone (CA)Title IV, Chapter 31, Section 4-31-10.4 2) Subdivision Ordinance: Title IX, Chapter 12 3) Street Improvements: Title IV, Chapter 34 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1) Employment Area-Commercial G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant requests short plat approval to create 4 lots from an existing 609,960-sf (14 acre parcel. Lot C1 would be 410,907-sf (9.43 acres) and contain all of the existing shopping center development. Lot C2 would contain 100,252-sf (2.30 acres); Lot C3 is 57,978-sf (1.33 acres); Lot C4 is 40,823-sf (.94 acre). No development plan is proposed with the short plat application. 2. Environmental Review Short Plats are not subject to SEPA review unless environmentally sensitive areas are present on site. 3. Compliance with ERC Conditions Not applicable 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The subject site is located within an Employment Area—Commercial (EAC) Comprehensive Plan designation. Comprehensive Plan policies do not directly address lot sizes of the subdivision of property. The proposed short plat would not affect the coordinated development of the shopping center. b) Compliance with the Underlying Zoning Designation Lot Size/Dimensions: There are no minimum lot size or lot dimension requirements in the Commercial Arterial (CA)zone. Lot Coverage: The maximum lot coverage for the buildings is 65% of the total lot area. Lot C1 which is developed with the existing shopping center has a building coverage of approximately 22%. shpltrpt.doc • City of Renton P/B/PW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 4 Setbacks: Along arterial streets a minimum 10-foot landscaped setback from the street property line, or a 20-foot landscaped setback from the back of the sidewalk,which ever is less, is required. There are no rear or side yard setback requirements in the CA zone. The proposed Lot C1 with the existing buildings meets the setback requirements of the zone but additional landscaping is necessary. Setback requirements for the additional lots will be reviewed at the time of development. Landscaping: A minimum 10-foot landscaped strip is required along the street frontage. Most of the property frontage with South Grady Way meets this requirement but sections along the eastern portion are devoid of vegetation or extremely sparse. A landscape plan for the street frontages must be submitted and approved by Development Services prior to recording the Short Plat. Additional landscape requirements will reviewed when lots C2-4 are developed. Parking: The Parking Code requires a minimum of 4 and a maximum of 5 parking spaces per 1,000 square feet of leasable area for shopping centers. The existing shopping center development on Lot C1 includes 91,204 square feet of usable floor area. Consequently, the required parking is between 365 and 456 parking spaces. There are 417 existing parking stalls within the boundaries of Lot C1 which complies with the parking requirements for the shopping center. There are approximately 86 parking stalls striped on Lot C2. The parking stalls on Lot C2 are used by the shopping center and cinema patrons. Reciprocal parking agreements are on record between the Evergreen Office Building, the cinema, shopping center, and Holiday Inn properties. c) Compliance with Subdivision Regulations Streets: Renton Municipal Code requires that access be provided to a public street for each segregated parcel. Lot C1 would have direct access from both South Grady Way(via Shattuck Avenue S)and South Renton Village Place. A private street exists on the westerly portion of lot C3 (Lake Avenue S)which is signal controlled at the intersection with South Grady Way. This street provides access for the shopping center as well as the cinemas, the Evergreen office building and other commercial properties to the west of the site. Because lots C2, and C4 do not have direct access to a public street, permanent access/utility easements need to be recorded with the short plat to assure future access to these parcels. South Grady Way is a principal arterial that consists of a six-lane roadway and channelization along lots C3 and C4. Due to traffic volumes and safety requirements, no additional direct access (other than the private road at Lake Avenue S)shall be allowed to this principal arterial from lots C3 and C4. Property Corners at Intersections:Proper turning radii have been installed at the South Grady Way and Lake Avenue South intersections. No further dedication is required. Blocks: NA Lots: There are no minimum lot size or lot dimension requirements in the Commercial Arterial (CA)zone. Lot sizes range from 410,907-sf(9.43 acres)to 40,823-sf(.94 acre). Lot orientation and arrangement appear practical. As part of a shopping center and commercial area, the internal streets are private and will be reconfigured to serve the type of future development proposed. d) Reasonableness of Proposed Boundaries Access: Access to the proposed lots would be via South Grady Way, South Renton Village Place or Lake Avenue,which is a private street. Both South Grady Way and Lake Avenue are signal-controlled intersections. Mutual access easements shall be required upon recording. Topography: The entire site is essentially flat and surfaced with both asphalt and gravel. shpltrpt.doc City of Renton P/B/PW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 5 Relationship to Existing Uses: The subject site is surrounded by existing commercial and office development. The proposed short plat would not affect or impact the relationship to existing uses. e) Availability and Impact on Public Services(Timeliness) Police and Fire: Renton police and fire departments would continue to provide service to the site. No impacts have been identified related to the short plat. Recreation: Not applicable to commercial short plats. Schools: Not applicable to commercial short plats. Storm Water: No utility permits or fees are required for this short plat. Transportation: No additional trip generation is associated with the short plat, therefore no traffic mitigation is required at this time. Water and Sanitary Sewer Utilities: No water main improvements are required. When the existing Thriftway store was remodeled a new water main was constructed per fire flow requirements. Easements, as—builts, bill of sale and cost data inventory sheets were never provided. These documents will be required prior to recording the short plat. Because lots C2, and C4 do not have direct access to a public street, permanent access/utility easements need to be recorded with the short plat to assure future access to these parcels. H, DECISION: The Short Plat,File No. LUA-00-088, SHPL-A is approved subject to the following conditions: 1. To assure future access and utility services to lots C2 and C4, the applicant shall record permanent access and utility easements along with the short plat. These agreements are subject to the review and approval of the City Attorney and Development Services. 2. No additional direct access onto South Grady Way from Lots C3 and C4 shall be allowed. ' 3. An easement for existing water mains across the site shall be provided prior to recording the short plat. c/' DATE OF DECISION ON LAND USE ACTION: SIGNATURE: leff r,,/e/e-etge60-1 e Gregg A.Zim erm ,P/B/PW Administrator decision date shpltrpt.doc • City of Renton P/B/PW Department-Administrative Land Use Action RENTON VILLAGE SHORT PLAT PROJECT LUA-00-088,SHPL-A REPORT AND DECISION DATED August 21,2000 Page 6 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. 1. A new water main was constructed per fire flow requirements when the existing Thriftway store was remodeled. Easements, as—builts, bill of sale and cost data inventory sheets were never provided. These documents will be required prior to recording the short plat. 2. Frontage improvements are required along South Grady Way and South Renton Village Place, including concrete curbs, gutters, sidewalks, landscaping and associated drainage. The applicant may request a modification for an alternate secured pedestrian walkway along this public street. Improvements shall be completed prior to recording the short plat. 3. Portions of the site are located in the FEMA 100-year floodplain. Compliance with all code requirements for elevation of buildings and compensatory storage will be applicable at the time of lot development. TRANSMITTED this 22 day of August 2000 to the applicant and owner: RVA Center LLC %Craig Koeppler 520 Pike Street,Ste. 1500 Seattle,WA 98101 TRANSMITTED this 22 day of August 2000 to the parties of record: NA TRANSMITTED this 22 day of August 2000 to the following: Larry Meckling,Building Official Charles Duffy, Fire Marshal Jennifer Henning,Principal Planner Neil Watts,Plan Review Supervisor Laureen Nicolay Jan Conklin Carrie Olson-Davis Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals&Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14 day appeal period(RCW 43.21.C.075(3);WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision,any party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator finds insufficient evidence to amend the original decision,there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on September 5,2000,(14 days from effective date of decision). Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)235-2501. Appeals must be filed in writing,together with the required$75.00 application fee,to: Hearing Examiner, City of Renton,200 Mill Avenue South, Renton,WA 98055. EXPIRATION DATE: The Short Plat approval will expire on August 22,2002(two years from the original approval date). An extension may be requested. shpltrpt.doc • LUA- - -SHPL - BENCH MARKS LNO- • CITY OF RENTON NO. 476 • HORIZONTAL DATUM VERTICAL DATUM TOP OF 1/2" IRON PIPE IN CONCRETE MONUMENT 15' EAST OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE AND BASIS OF BEARINGS CITY OF RENTON-NAVD 1988 SOUTH 15TH STREET. KING COUNTY AERIAL SURVEY (K.C.A.S.) CONVERTED FROM METERS TO FEET ELE. 132.82 NORTH LINE NE1/4 SECTION 19. TWP.23N..RGE.5E..M.M. CITY OF RENTON NO. 659 . -- 1/8' BRONZE PIN AND CONCRETE PLUG INSIDE 2" DIAMETER - STEEL PIPE DOWN 0.5' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF S. PUGET DRIVE AND BENSON DRIVE S. • ELE. 85.46 BASIS OF BEARINGS 2661.89 MEASURE NE CORNER ' • N88'42.36 1 2661.88 K.C.A.S. SECTION 19.TWP.23N.•RGE.5E.,if 3 I"' FOUND CONCRETE MONUMENT NORTH LINE NE1/4 SECTION 19�TIIP 23N., ROE. 5E.. X.M. Ali WITH TACK IN LEAD IN MON CASE % w NORTH 1/4 CORNER VISITED 4-1-9B it 11.) j SECTION 19 CITY OF RENTON MONUMENT NO. 63 [A TWP.23N.,RGE.5E..N.M. A`( 0�9• TE 11.1 x WITH VISITEOPIN 4ISE MON MCASE ENT G.98 SU�•` �(O N0�1�1 Rog L'j5e•e CO m• CITY OF RENTON MONUMENT NO. 60 FOUND HON 15t ptE 51A 71 I L 0 T Q o SE n C • UJ IN 1SE0 .1A'0 o O Fi s&'" 4Ii-98 �130.03 a m O `� 8 C ui 03 CC .m-, EpSURE o P.38 �• YIAE51 N 1 Bg3EL _ ,jOA'1.:3I N' 192.92 0.02.91 A5' Plc? g6103 07 a-1 fyl N E L.15 1.oNj7 2 L.25:26 C A- 13.o 0 zo �O 22 x \_ CD NO-- TA R L°`` LOTS�, LOT N �9 , 1 0 I O A H ZN CAS HORY" NSOON llA�O7"E'� h.N. F.v la�) N r. < (D. V Z51y .o��St�E"` ;�.; C3 o 05 Cl) J '� e-1 Z w z a 1"=1 0 0 ' _° SEE SHEET 4 FOR EASEMENTS LOT In ~ N89'28'18'E • ON LOTS C2. C3 AND C4 o 1- • GRAPHIC SCALE 1'=100' 10.09' 172.82 155.00 C 1 MJ. -.1 0 z N89.28'13-E 327.82 SEE SHEET 3 a '" , _ N01.-35'S2'W N89'28 TB-E-R = FOR EASEMENTS w D U) • 0 100 200 300 13 79• J ism Na ON LOT Cl 1= m U NOTE m -N 1n m Z w 01 CE • WORK PERFORMED IN CON.ANCTION WITH THIS SURVEY r N tD^P NBB•55'52'W o NORTHEAST CORNER O UTILIZED THE FOILOMING EQUIPMENT AND PROCEDURES. 9 r -. 2 SRf/a NEf/a SECTION f9 Z 46.56' A. NIKON TOTAL STATION MAINTAINED TO `'.• '' o TXP.23N..flGE.SE.M.M. MMANUF TU RiSOSPECIFICATIONS PER /- ZO /'Y B S.2 Z LOT L 0 T CE B. FIELD TRAVERSE EXCEEDING REQUIREMENTS ^ O `Y� Tt C2 m I 19.5• ,~ /I OF WAC-332-130-090. -� (G 2c O� �y+• 1 1 U" /� O O� A N O 0 . LOT ADDRESSES �c5' J �s s'j q • qp�a W THSTOREAY LOT Cl 501 SOUTH GRADY WAY SCJ �2 +'9 ^ l� - it,.3• z 6` +• ci 372.42' LOT C2 SOUTH GRADY WAY 0T �� A ! 9a.4.s e4. i,g a-as 31'15 m N89'44'02'W LOT C3 SOUTH GRADY WAY '5' q \ ?0. I). g, L-40.71 A �/ �'ae•c. jN89'44'02 X 159 33f IL SOUTH RENTON VILLAGE PLACE 2 /' �-97 O rI, OJ-0,5.32• 111.05 �. _ LOT C 4 SOUTH GRADY WAY v R i A CITY DEDICATED STREET-AUDITOR'S FILE ND. 5475310 S m AREAS LOT Cl 410,907 SOFT. OR 9.4331 ACRES _ LOT C2 r ��` .,i:!k PORTION OF THE NE1/4.SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, M.M. 100.252 SO.FT. OR 2.3015 ACRES w_> RVA CENTER LLC w DATE 1 LOT C3 4y°; HARSTAD CONSULTANTS v.E ' i, / ' CPAWIMB BY 57,978 SO.FT. OR 1.3310 ACRES (c .' ,,$ CIVIL ENGINEERS•LANO SURVEYORS SHORT PLAT APPLICATION DECKED BY t- ` :s: � I: NO. LUA :�r9,wr 2024 M. LK. SAMMAMISH PRY. NE ��++ LOT C4 1.1 A11.10+` PEOMONO. MA. 98052 LOT "C SHEET . 40.823 SO.FT. OR 0.9371 ACRES �,. = B-(s•o1�;' (425) 747-8336 CITY OF RENTON LLA NO. 001-88 OF a 2 o=n I� " 0' o cF'4'1� 4''4 ti0 A6 FOUND MON IN CASE LUA- -SHPL zm Imol III 2'y�Qp?ero°�4r � �`oti�oee .. SO VISITED 4-1-98 LND- • om I Im 1 I IP r�oroo a �oe�� o`ti 6 �m r 1 1�i I Qpeti 6pOj0 ti~, �4o Qpe 004y LOT 124' ma mI .I'ti0 o10'F,yeti /2"`'�`�' 9 1 • mo ill, f 1m,,,1 e,04. ti`r~aA/44�i4pro ro' \ I I a o 1�� �� I Aoe y�r pr/Qe �v C2 m9 o p i az ` 1 II I 30' I\ Nz 1 I fn I --+— _-_ L O T ?m I I GRAPHIC SCALE 3'=60' 1 ` I _—�,�—_ I I I m I -_—_� I 11 I aal I'I SSl1 1 T I I C 4 x mi II I �� + (I 11/11 247.178'11 I �y 9,33 mm 1 1 0 6o Szo Seo -i4 NOS'23'37'E go I I P91I I I I I all; III . \ \\ 5�7 1;lI,�, 11115. ` J I SEE I I SHEET 4 \ \\ ILI �j I c = m 1 I 10 �I 'I GUY MIRE TRANSMISSION 1 m 124 y2-•-1 LINE EASEMENT I.& \ \\ I I I Il�mym o REC. No. 3344660 I NO0'31'47'W l 456.17' }-' o.PF, \ \\ I li)II I I lit -' IS' WIDE WATERLINE ` L Nj5�15�9•�-R� 1 1 'AZs I mammo NDASEMENT-REC. I 1 1 1 TI1 NOTE oS�O< \ .,o\\,f 1 II I I.'44 m'zr,.s. REPLACES WATERLINE] 10' 10' WIDE WATER LINE EASEMEN110 1 } \2 THE SANITARY SS FI EASEMENT AS DESCRIBED IN INSTRUMENT ..9 \ '\ f�1 EASEMENT DESCRIBED I AUDITOR'S FILE NO. 6631805 1 o UNDER AUDITOR'S FILE NO. INSTRU4 NUS BEEN PARTIALLY �F(, / Ik'y rJI r m NOUN9805800744 I I 1 m RELEASED AS DESCRIBED IN INSTRUMENT UNDER RECORDING o `/` I It(t m �I I Pit, NO 9406130334. THE PARTIALLY RELEASED EASEMENT AREA `—\ r I'lI I EXTENDS FROM THE NORTH EDGE OF SOUTH RENTON VILLAGE PLACE LDING OF SUBJECT / \ I -/1� II 1 I o ZZ NORTHEASTERLY TO A POINT APPROXIMATELY 30 FEET WEST OF THE REST/ \ I I6 I RESTAURANT \\\\ �0,0 PROPERTYETHEN OF TNNOORTHSPARRAALLELL WITH STERLY ISAID WESTERLY RESTAURANT WER / 1\III I 1 BUILDING \\ o EDGE OF SAID BUILDING Aw NORTHEASTERLY STHE SANITARY l FEETt f II 1 Im a \\ m9 9 WITH N THTO THE HIIS RELE SE OF THE A OFTARY EASEMENTRAPPEARSTOBEACTIVE ,I f0' I I p m ,- \\ Gm • AND IS PRIVATELY OWNED BY RVA CENTER LLC. NO 1.OW'OB'• I Ci I w a \ \\ 60.01' 1 \\\2 ---------\ 30 30' THRIFTWAY 1 Im a L O T \ \�/ STORE 119m \ '\\,� �W= Cl • `\,),.\\ 9 �o r' I .\ \ mZ 2 POWER EASEMENT REC. v \ m 13 A \ NO. 8708100374 I C+ a \O -1 9O(71 n • _C \\ 1. I I !IA\\\5. 9O Q } -.- ffp 2$\ \\ o L • NT 7-45 \ + i I +f0' 4_ 10' WIDE WATER LINE EASEMENT AUDITOR'S FILE NO. 6631805 m\ • Y nZ 1f0" �, \ \\ J.G -Z T��1II 7} - - if. L = I -_ �, \\ �, LEGEND '� ' I 'I i'p 10' MIOE SANITARY'SEWER EASEMENT AUOl TOR'S FILE N0. 6631804 f0'} aysl .pg1 \\D •-SET 1/2' REBAR WITH CAP UNLESS NOTED !l. m� 1 (RELEASE OF EASEMENT-REC. NO. 9406130334-SEE NOTE ON THIS SHEET) I �,p i \\9•f 2c. r m i m I o 1 1 \ \ N� 10 rn VI�m�9\ ~0 \ 2 \ �.,4.. rm am� •azf I 11'"FZss\ RETAIL STORES m it Ii}> I V m� O n N • I ma I I 9iFS'rs\ 1 my 1 \ // J�O.yZ N ti 4'n �= I Wm I I tiofi�si�C RECPONOR B70B100374 B U I L D I N G mT3 1 I-/)1 < A\ e.3.0 Am m� o,P�°°\ UNDERGROUND POWER EASEMENT o„ }s�CAN` I W y I ss�s�Ts�P\ I REC. N0. 8708f00374 c"' 1//5I .\j\I =�?@ o li I V Z I I 3oSYFFsy°G�,\ m II / (' \ "�_`� _I I I Fss''',..\_, \ I \ / �`� o= I�/(�es�os 1\ �ii �L � / °�/IAIi ) os91 \ + o1 r- `I II to L\NO1'04'0B'E \ '` __-,,- 10' WIDE WATER LINE EASEMENT AUDITOR'S FILE 6631805 101 840.76' `\ M'% i45 HYDRANT EASEMENT `HYDRANT EASEMENT I J \ •A'zj 25 II REC' NO. 8612221310 REC. N0. 861222I310 \ 9 ILOT 1 " \ i II LOT 2 \4. \ \ 30 3 CITY OF RENTON SHORT PLAT NO. SP 009-87 .1,+, �9F0'9 \ 50. REC . NO. 8707069001 10 .0 • ` `'i.: r '- PORTION OF THE SECTION 19, TOWNSHIP 23 NORTH. RANGE 5 EAST. M.H. RVA CENTER LLC ,A°ND 70 /�� HARSTAD CONSULTANTS DOTE . / /V' SCALE • Uj SHORT PLAT APPLICATION SCALE BY 4' CIVIL ENGINEERS• LAND SURVEYORS _y�py"�`� �6jpyi- ':,/ : 2024 W. LE. SAMMAMISN PAY. NE NO• LUA /� .... ErSI vY4'/ " \'Wii11,h1•/ ': REDWOOD. MA. 98052 LOT "C" J 4. (425) 747-8336 SHEET O '. 6-1701 ___ CITY OF RENTON LLA NO. 001-88 of 4 3 . LOT 2 LUA— — -SHPL • CITY OF RENTON 1 LNO- - BINDING SITE PLAN NO. BSP. 026-90 ACCESS EASEMENT VOLUME 152 OF PLATS PAGES 26 THRU 31 E701. 89•c 1 R£C.qOf 1170364 FW NON IN CASE VISITED 4-1-98 • 141 '/ _ / � e \ 5. . • • / // IV gc1.r r1 z/ ,m / / i i 1 i� • 441> / YT / / II I11 ,.� N1 N 1"=60 ' / ��� ��' o\ / IP II IL*' to!" mr �" vI �nm p1 m GRAPHIC SCALE 1.80' / �ctoo� \ �' \Ct. / /�' \\\\, i� � I >isolk6\ �1 54t. III MR IIMIIIIMMININ= / 1 \ tip' 00' \\ N00'31'•7'W 21 .1 ' S1.12 LO 0 60 120 180 y r / �� A5• 176.52 �� —— // 4. 1—— +c//'�� p��-. 30•ROADMAY EASEMEN \\\\\\C. N0.19005161048 1 dN �J 190198 I e � I I 1\ v.r• d/k N01'05'2B'X / ,�/�y.� 0 I 11".y/-r� r 1 N '8 O LEGEND // ,i%/kris s.• ��.:. I_ r_ LOT ' Li e\ U N •-SET 1/2' REBAR WITH CAP UNLESS NOTED / v ////r _p *ry.. v 47,A. — / A. ////�° 0?_1ry / EASEMENT FOR INGRESS 30'�N C 3 '' \\'fj 50' O Y >'+E / /).-/.i, y9 ,p/ ' ANO ErS TO LOT CI m / / \r T. / c�a9 ti~�n REC. N0. 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W.M. �40 1 Yips\ j RVA CENTER LLC JODABTENO ° . 00 4.,E ?'': , HARSTAD CONSULTANTS 0MALE.4 4TE ,Z1� ,N CIVIL ENGINEERS LAND S RVEVOR5 SHORT PLAT APPLICATION 00411114 1�o e: '.�.i ^''tI NO. LUA _ '4/ • � �R�� ,^•-' ��'� t! 2024 M. LK. SAMMAMISN PMY. NE .4R c..7 I REDMOND. WA. 98052 LOT "C" SHEET . . B#5-o( I (425) 747-8336 CITY OF RENTON LLA NO. 001-88 oFA_ O F3 - 18T23NR5E+ ++‘:-..rei+++) t*+ ++ +41++ i-/ ; • :1-- /17 „,_, E1/2 fr + + + + + _ . ... . . . . . . .... . . . + . . . 4. 4. 1 __ Lam- -_.._ __... j `/ t++ + + A4.,.. + + 4., 4. 4. 4. + + +. 4. _ _ ... ___ __ + + + + + + ... . . 1 . , +A+ + + + 4. + + + + + + + + + !____.-___..J + + + + + +: + + ! + + + + + + + + + f ! ! + + + + + + + + + + + + + + + + + + + I + + + + + + +I + + _ __ ! + + + + + + + + + + + •- ' + - + + + + + + + + I + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + 4. + + + + + + +.1+ + + + + + + C�,� + + + + + + + + + I }_ +_ + + + + + + + + + + ++I+ + Apt + + + + } }--T--+- + + + + + + + + -+ + Ht + + + + + +�+ + + + + + + + + + + + + + + i + + + + + + + 41 + + + + - + + + + + + + + + + ;+ + + + + + A ! + + + + + : + + + + + + + + +I + + ++ + + + + + +�-} + + + + + +-+1+ + + + + + + + + + I + .+-+ + + + + + + ▪ 4. + + +11 JI + + '+ + + + + + + + + + + +12:411- 1..1..." ; + + + + + + + + + + + 4 +� + + + + +j + + + + + + + + 4 - ---- t + + + + + + I+ + I + + + + + + + + + + ---- + + I + + 1 r + + + + + [-+ 4- + -• + + + + + + + + + + 4 +1+ 1 •:"= + + + + + + + + + + + + + + + + + + + _ * + + + + + + + + + + + + + + + i } -� 1 . . ++ c*/�+t +t +t +t +t+t+tt ++t +t +tt� + + - Inpl,Walli ++t + '+ +t ++ +++++t++++ ++It Villa e Pl. +cro+ •• •�®� +++++++ + + + + ± + + 4- - + 4 i 1 - W9111111111- C 0 i.. i- -T-1 1-----..- C 0 I _____.. 1 I I 1 ..N bo_ __ a)[TA 1 ! - _—0 :apt v� ,.= CZ I O R-+__.___L___ __-4.4....) -ex' , CD, ... - sith t.-- _,L. - --, 1 1 . 0,N , �CN w N., , 1 _____ ... ...._ ., , _ z City of Renton REPORT Department of Planning/Building/Public Works 8` ADMINISTRATIVE SHORT PLAT REPORT & DECISION DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: August 21,2000 Project Name Renton Village Shopping Center Short Plat Applicant RVA Center LLC (Craig Koeppler) File Number LUA-00-088, SHPL-A Project Manager Steve Taylor Project Description The applicant requests short plat approval to create 4 lots from an existing 609,960-sf(14 acre parcel. Lot C1 would be 410,907-sf(9.43 acres)and contain all of the existing shopping center development. The remainder of the lots are currently undeveloped. Lot C2 would contain 100,252-sf(2.30 acres); Lot C3 is 57,978-sf(1.33 acres); and Lot C4 is 40,823-sf(.94 acre). No development plan is proposed with the short plat application. Project Location 401 -601 South Grady Way CONCURRENCE 9 DATE NAME IN IAIL/DATE eaemmeatealf 6 a I'1 1 Project Location Map SHPLRPT.doc City of Renton Department of Planning/Building/Public kvu►nS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pOl l u COMMENTS DUE: JULY 31, 2000 APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER: Steve Taylor PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way . SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation - Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services _ Energy/ Historic/Cultural Natural Resources Preservation - Airport Environment 10,000 Feet 14,000 Feet , h tae,6 I20i- o - B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addifona!information is needed to properly assess this proposal. Signature of Director or eiuThorized Representative Date Routing Rev.10/93 Gt.L City of Renton Department of Planning/Building/Pubic;works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: C0-n0Wl jL ai/veir,ptutrvlt`COMMENTS DUE: JULY 31, 2000 APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 - APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER Steve Taylor PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial(CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS l�"o 62ot c 55UL.CS • --)cry 6— rZfj7-sZ..t.0 .. PL-/aIvnr vrVZ. C. CODE-RELATED COMMENTS We have re ' istia ' tion with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w re additional inf (ion r ded to properly assess this proposal. 7/, //mil Signat re ire r or Autho z d Rep esentative Date Routing Rev.10/93 r - :-. = ,.,, , :, _ :.„:.., :,:: ,:.., ,::,,.,.„,,,.....:..,::,,:., _ .: ,_: :: .. . , -,_._ ,.:: .-:,: ,:,..:]e:,-,,,,,,,,,-,,,,,,,-,4::,..:;:,,,,,, ,:,.-,i,,,,.-:.,„,..:::.;,::„.,.; .,,,,,,,,,.::„ . . . „ • " ,_. , ., . • City of Renton Department of Planning/Building/Public Works • ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: PG,' )(c COMMENTS DUE: JULY 31, 2000 W Lu cm O >_ APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 _ o H CC • — it 0 APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER: Steve Taylor _ : ®® cc PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 .. .. • . 0 O LOCATION: 401 —601 Grady Way U ® SITE AREA: 14 acres BUILDING AREA(gross): N/A v SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS AO, C. CODE-RELATED COMMENTS CL/U._. AO tO l'(3 "rd, We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is n ded to properly assess this proposal. 74Z/ oa Si nature of 'rector or Authoriz Representative Date , Routing Rev.10/93 Cityoi Department of Planning/Building/Put;,,, :✓orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Tiro h5 po/ .florl COMMENTS DUE: JULY 31, 2000 ff dT 'OF RENTON APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 • APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER: Steve Taylor JUL 1 r • PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way SLIL,U11'i4.0 �o v eaaeyt� SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth _ Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS Jo ✓u f i c wl. ifiir�al�loy fet✓ �s5oG/q-tec( t t coltiiwl-evctu 11 i zoier,( s toy/ f fc( Nv acfcttttooc(/(✓ vvipk -4j ocui f-e4lC4t/ot1 Vec© t� ma44(.� t �U� C(tJ SLivvE io/4 7. CiSevLicA 2u h.o pv vide4 ,L to vctIlo-et It71 GOvif1vte-ce,/ SLlA✓cGt (- 4-e pv/VCIti D'-i- 5//i' Vou s��site lid . Tke ii to i vi /co t CC 06 ' - -C P VI va t o ' v r� '' cvr- s( l ZCde profrvtl Dw1L.i) . C. CODE-RELATED COMMENTS F Yovitale IWIP✓v10 1 ✓cituiveef t/i S Rev' to L1i//a.,, PI , l Cl�t 6ovtcv Gco-t,60 , erecft.a4 , side 40a /k5 A 4S5O6-/ecr fva)vl . ILc2 410r,l/6a,a t/2 1U1� i21DGt�t �a /oGl �v� GWl c{/1rvritle scCL(Vrc ev/64 wta� �( � �r�eS 4 ivul k alc, j -04.64 p1,Ily is Siva. I04/0v1/2t24 to t,_ rowt,1e7rd pv1c7 7O i/CC0r/d/ly We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ,Ja Gl/tA 7//is,too _ Signature of Director or Authorized Representative Date Routing Rev.10/93 • City`ur i4enton Department of Planning/Building/Puuur Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Syfetee_/I 1 IB C r COMMENTS DUE: JULY 31, p@F'RENTON P�F `m' frrn APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000. "' • APPLICANT: RVA Center LLC(Craig Koepplerr PROJECT MANAGER: Steve Taylalitt. PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 BUILDING DIVISION LOCATION: 401 —601 Grady Way SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services _ • _ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS / �0 U� r1r / lw(Pv✓wv� s 5DC fe. ye�j'&( 7 ) 7 I c0L1414ftvc //C/i20U c14ov t el , A�Gi7 anrJ /v17ir✓ttiA 4 re/uleCt -1 eei ot . . t/ef�w✓e vl -Fvl 4t t t vzz Ie✓e t o/Vk p/ol,�:.E,% C. CODE-RELATED COMMENTS" No G©tM V/4-/A v( We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 6aCiai /c)a Signature of Director or Authorized Representative Date Routing Rev.10/93 City of..—ton Department of Planning/Building/Public vvbrks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 31, 2000 APPLICATION NO: LUA-00-088,SHPL-A UJ4 tC✓ DATE CIRCULATED: JULY 17,2000 APPLICANT: RVA Center LLC(Craig Koeppler) - PROJECT MANAGER: Steve Taylor PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth _Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities • Animals Transportation • Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED, COMMENTS / Imo (Vette✓ vkat14 I wit Vt/ Kt'ip4 vPSI z I Tllitce k,t4 e 2fr14 1441,v�ial/ zvvied sI1c Vt P / . 4ddillo4a/ /wyvvilA 144,-67 12.e yeqUiVeG{ It4tuLc Ave&tvLq` c JevLe �'I �t✓r �lvT.t/ Veialvf',pa/ . 6/ C. CODE-RELATED COMMENTS k1 We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Routing Rev.10/93 .y :.�':tt r City of.:..1ton Department of Planning/Building/Public;rdorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: r( re_ P P . / U f1 COMMENTS DUE: JULY 31, 2000 APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 APPLICANT: RVA Center LLC(Craig Koeppler) . PROJECT MANAGER: Steve' PROJECT TITLE: Renton Village Shopping Center SHPL - WORK ORDER NO: 78712 LOCATION: 401 601 Grady Way T1 �II SITE AREA: _14 acres I BUILDING AREA(gross): N/A. —JUL 1 7 2000]u0 J' SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial( 1ci 1;� . site are currently developed with the Renton Village Shopping Center,containing a variety of commercial ret Ito ::-",..:s ' lots are intended for future commercial development. FIRf-DEPARTMENT-- «.. .... A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air _ _ Aesthetics Water Light/Glare Plants _ _ Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services ti Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet tit B. POLICY-RELATED COMMENTS ' 1, C. CODE-RELATED COMMENTS Al 0 I0 r �l .21-11 711-0. k We have revi wed this application with particular attention to those areas in which we have expertise and have id ntified areas of probable impact or areas where dditional inform ' is needed to properly assess this proposal. Sig ature I Director or Autho'zed presentative Date Routi Rev.10/93 City of rwirton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: C6vis,h,a fri01•) _Se vt COS COMMENTS DUE: JULY 31, 41.9p OF RENTON APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER: Steve Taylor jlli ?ON • PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way gFpUotbiuiiNK.i L) VISION SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial(CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of commercial retail businesses. The new • lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS No,,e: C. CODE-RELATED COMMENTS A1©/V6 We have rev!;wed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe },ditional information is needed to properly assess this proposal. Vb* S; ature o Director uthorize Representative Date Routing (((/// Rev.10/93 City of Re;: n Department of Planning/Building/Public ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 31, 2000 APPLICATION NO: LUA-00-088,SHPL-A DATE CIRCULATED: JULY 17,2000 APPLICANT: RVA Center LLC(Craig Koeppler) PROJECT MANAGER: Steve Taylor PROJECT TITLE: Renton Village Shopping Center SHPL WORK ORDER NO: 78712 LOCATION: 401 —601 Grady Way SITE AREA: 14 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: A four-lot subdivision of a 14-acre parcel located in the Commercial Arterial (CA)zone. Portions of the site are currently developed with the Renton Village Shopping Center, containing a variety of commercial retail businesses. The new lots are intended for future commercial development. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants - Recreation __ Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative - Date Routing Rev.10/93 1 • • CITY OF RENTON DEVELOPMENT SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS Within300 feet of the subject site. PROJECT NAME: Renton Village Shopping Center Short Plat APPLICATION NO. LU CEO "0843 5/1 -4 The following is a list of property owners within 300 feet of the subject site. The development Services Division will notify these individuals of the proposed development. ASSESSOR'S PARCEL NAME ADDRESS NUMBER c/o UNICO Properties, Inc University Street Properties II LLC 1301 5th Avenue, Suite 3500 Seattle, WA 192305-9001 98101 Banker, James E and Beverly E 405 S. 7`"St.,#201 192305-9002 Renton,WA 98055 PO Box 81290 192305-9023 GE69/-0065700/2 Chicago, IL 60681 Evergreen I LLC 325 Burnett Avenue N 192305-9024 Renton,WA 98055 Evergreen I LLC 325 Burnett Avenue N 192305-9024 Renton,WA 98055 Ford Leasing Development Co. 200 SW Market Street 192305-9031 Portland, OR 97201 State of Washington 15325 SE 30"' PI. 192305-9032 Bellevue,WA 98007 Banker, James E and Beverly E 405 S. 7`h St.,#201 192305-9034 Renton,WA 98055 Cushman and Wakelfield of Oregon 200 SW Market Street, Suite 200 192305-9035 Portland, OR 97201 O'Farrell, Roberta D. 7626 111`h PL SE 192305-9038 Renton,WA 98055 Chevron USA, Inc. PO Box 285 192305-9054 Houston,TX 77001 Sunstone Hotel Investors 115 Calle De Industrias,#201 334040-1630 San Clemente, CA 92672 Atlantic Richfield Co. PO Box 512485 192305-9070 Los Angeles, CA 90051 Puget Western, Inc. 19515 N. Creek Pkwy.,#310 192305-9096 Bothell,WA 98011 Cushman and Wakelfield of Oregon 200 SW Market Street, Suite 200 192305-9035 Portland, OR 97201 RVA Cinema 520 Pike Street, Suite 1500 723200-0010 Seattle,WA 98101 RVA OFFICE LLC 520 Pike Street, Suite 1500 723200-0020 Seattle,WA 98101 Puget Western, Inc. 19515 N. Creek Pkwy.,#310 192305-9098 Bothell,WA 98011 DEVELOPMENT PLANNING CITY or '=''=NITON P r•,� JUN 2 L� nf' . t 9 n 4 • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • Applicant Certification I, ra<< " •p er,/, , hereby certify that the above list(s) of adjacent ot Name) property n owners and their addresses were obtained from: ❑ City of Renton Technical Services Records ❑)Fffle Company Records a Ki g County Assessors Records CHRIS T INF A (-)Ps ;E STATE OI wasHIN1,' IND Signed (p Date N•p1.gPr a ur.lµll (Applicant) MY COMMISSION EXPIRES 9-27 .02 NOTARY ATTESTED: Su scribed and sworn before me, a Not ry Public, in and for the State of Washington, residing at .. ✓,l/�f j.� on the Z.V day of 0 ✓LQ., --1-9-" 2c0o Signed A-19'7 Lam_ (Notary Public) e-...,,,-- - ......... .. -- .__ a t .of R en Y. ton:.Us >: ::::...::: :::::::::::::::::.;;�:;:::::::::::::. . .::::::;;:;;:;::.;:.:::::::..:..:..:.::FI.CATIO• N.:;O.F...::MAILING.::.;:...: :.. . ::. .. :fir• >::.>„ :< <>`>'>``>`'> .:.:• .:.:.:. ,t::,. .�.,r�hereb.. :certl.f. :;:thaxnotice• s::;of::thepro os. d� IVr� I ...(� ........... iIIIIIINIIIIIIIIIIiillillinilli .:.•••••• :.?.•.. :.;i. `vii'::i:•:;:?L:•;+'..isv:"<y;i;i'::v•i}ii:ti:v;:i::4i:Si?;:ii::::iiYi:. :CV:G{:.: .. : :. .... ...: each:.listed.: • ro r. .: ::>;;.: :�:;•;:•;;:•; :::::.:::;:.:;.:::. :.::...:. .: . ................... ::::.:.............................. ze".\ Y. .....;. EST Subscribed and;.s.worn before me, a Notar Public in�:and:for>th'`:::S '� wi ' "'""' 111 :;.:;>.... .::::: : .::::.:.:..:::....... :.:::.:>::>::>:�<<»>::<::..........:..:..,....�::::::::..........:::......... ....::.. .......e...�ate;:.of;Washln to ;:.::.;.;:;;.: r�es din I . a ;;: ;:>:.:.;:.;:.;; :. ;;,;:..:. .. � .. ............on;tfe:r�,�.�n`�'1�....da. ::,of.;.;;:;:;.:.;�:..:::» ::::>:>::.::;.;:.;;,:.;:.;:.;:.;::.;:;.>:.;�;,: .::��: ;:.: .::.;;:.:<.;:.:;.; lislprop.doc *tea-�., REV 07/95 MARILYN KAMCHEFF ` .,.,-`°'3 MY APPOINTMENT EXPIRES:6-2943 2 ♦®� vQ� �U� Y p� I ,r,, NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NUMBER/NAME: LUA-00-088,SA-A/RENTON VILLAGE SHOPPING CENTER SHORT PLAT PROJECT DESCRIPTION: A four-lot subdivision of a 14-acre parcel located in the Commercial Merial(CA) • zone. Portions of the site are currently developed with the Renton Village Shopping Center,containing a variety of . commercial retail businesses.The new lots are intended for future commercial development. PROJECT LOCATION: 401—601 Grady Way ' PUBLIC APPROVALS: Administrative Site Plan Approval,Building Permits Comments on the above application must be submitted in writing to Mr.Steve Taylor,Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on August 1,2000.If you have questions about this proposal,or wish to be made a party of record and receive additional notification by mall,contact Mr.Taylor at(425)430.7219. Anyone who submits written comments will automatically become a party of record and will be notified of any deciston on this project. I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: July 12,2000 ' NOTICE OF COMPLETE APPLICATION: July 17.2000 DATE OF NOTICE OF APPLICATION: July 17,2000 Oe_ ti oil_Y7l�' fp....•,„, , ,.Fr , II t 'EL ••-•: ....,,5" �'74 :1 I ,r itii 11' Q .41 'ILA"•Jr: -.,,....:al.§ F ., ' t- • �' _ a i±al, • NOTICE OF PROPOSED ENVIRONMENTAL APPDCATION.doc __ CERTIFICATION I, r-liAre. l�[ 4,,,,,,) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . ) b i'" Love • f Signed: _ ATTEST: Subcribed and sworn before me,a Nortary Public,in and f e State of Washington residing innnn o n-,--, ,on the c & (,'` day of -243-29 b MAR 4,-... i,s 'I',nOHEFF r NOTARY PUBLIC e....„----2-2--) a ja./._ y4.., ' STATE OF W 1SHINGTON COMmi y Ski{EXPIRES MARILYN KAMCHEFF JUNE 2t , 2033 1 .f APPOINTMENT EXPIRES:6-29-03 `- • co %:=f:� ti_ CITY, _)F RENTON NIL 4`` Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 17, 2000 Mr. Craig Koeppler RVA Center LLCA 520 Pike Street, Susite 1500 Seattle, WA 98101 SUBJECT: Renton Village Shopping Center Short Plat Project No. LUA-00-088,SHPL-A Dear Mr. Koeppler: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7219, if you have any questions. Sincerely, GEC Steve Taylor Project.Manager ncc.ptarre 1055 South Grady Way-Renton,Washington 98055 TL.ic n�nnr rnn/zinc i'.flO rnr.•nle. ...nh,dM 7n%nnrl rnnci imnr I AS . ... Note,:;:.if there:..is more:..than::ohe: a: .. :..:;,ad �tional :...:::::::::::.::. •::.::::..::::.:::.:::::::::::::•:.::.::.;::•;:.;:.;:.::.;>;:.;:.: <:::>;•:::>:<:;>:<:. / 1111111.011110111.1111100011iffilmilt.ttgogOp. ...;Iep:;l.:o4y.ner;;pfeasa:,attach;;an;additional;: iifi iiedMaste'.' alf r.Application::for.."e''ach.oir/nee::::::::::<:::>»::>::>::;:<::::>:t:> :::: :::«<:><':::::z:::: PROJECT OR DEVELOPMENT NAME: �j/ NAME: RVA CeNTE LL.G �eiri 01116 Sho,,f y ee horf '�"/aJ.,c //� • . PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 520 r1 K� Str ct4 15D0 40/-60/ S .&rdc� tf/ y CITY: S ea-[(le. ZIP: Q g�b KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): c�aa / / 23R5--90 ¢3 TELEPHONE NUMBER: 266 6 6 . (12) 6g EXISTING LAND USE(S): e:f Sho P a/ I° P S r PROPOSED LAND USES: NAME: Am C e c� COMPANY (if applicable): s4 M E EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Ploy, . - Area mfrie-ci ADDRESS: S A M e PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): �dMe CITY: c A M E ZIP: EXISTING ZONING: CA TELEPHONE NUMBER: SAME . PROPOSED ZONING (if applicable): dine— r r y S L C. 'ai V � 4 C! • NAME: ( I'o1(JC lloe,p/eY SITE AREA (SQ. FT. OR ACREAGE): i1e tJpi 2 2 609 960 5r YS � ® COMPANY (if applicable): 'Un CENT�� ///J PROJECT VALUE: 4 0 ADDRESS: 520 P Ke, Jtr r ('u/ /6to IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? s � Nb CITY: ZIP: 98/0/!� IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY // SENSITIVE AREA? TELEPHONE NUMBER: p)6 682 (0 6,6 �© A • • :.:.;::.::.::.::.:::.:;:.;:>:::.:;:.: . . F.. ..RO ..ERTY. atfach 5e :;,;..;::. .. .,;::::_;:::;.:.;.:.:::::::<:.:;;:.::«::<<:: »::>:::>:: :<:>::»::>:::<:�<::>; I ::::::«<:>::>:::::>:»::::>:<:»<::::: era greet>:. .: aces Leg a.I De x/%/p4/� --6.elled • • • • • .d. . ecm[n. ..... ...:..:.::.:....:...:.........:.....::.:,:.:,.,..:,.:.............:...PP:,........::......,..GYP:........................Pp..Y...:...:.:..Y:::.:t.::::::::..::........e.t....... ....efees.•:.;:;g:.:.::.;:.:;.:o:.>::>:«::;«p::<:;::>:::: ANNEXATION $ SUBDIVISION: • • _ COMP. PLAN AMENDMENT • $ _ REZONE $ _ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ .X SHORT PLAT $ • TEMPORARY PERMIT $ _TENTATIVE PLAT $ _ CONDITIONAL USE PERMIT $ • _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL • $ FINAL PLAT $ _GRADE & FILL PERMIT $ (NO. CU. YDS: ) • PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ • (FROM SECTION: ) _ PRELIMINARY _WAIVER $ • FINAL _WETLAND PERMIT $ _ ROUTINE VEGETATION • MOBILE HOME PARKS: $ • MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ • . SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ . • _ CONDITIONAL USE $ _ VARIANCE $ _ EXEMPTION $No Charoe ENVIRONMENTAL REVIEW $ • REVISION • $ • • 1D U F ............................................................................................. A. .l.T..O......OWNERSHIP......... ................................................................................... /h rchad.( g ado I, (Print Name) ,declare that I am (please check one) the owner of the property involved in this application,_the authorized representative to act for the property owner(please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. • • • • • /ni e:A• ( Sci,i4ti,or • oFFicIALsEAL A EST: Subs (bey and/sworn to before me,:fN0t Public, in and (Name of Owner/Represen ve) cee , on the 0 day MoriPublic—Stab ofWashl ?.b o Commission Explins 12-15-00 (Signature'af caner/Representati (Signature of Notary Public) • ...............................................................................................................................................p::..:..:....::..:X..:.:►ty..Staff..)::::.�::::::.:::::::.::::.�:.�::::::::.�:::::::::.::....::::.:::::::.::::.:::::::.�.:::.: <':> ::::::.:::.....xy.:..:....::...:. ............::...,.:...:.............:.:.....: :. .TAL.P.O.STAGE PRO.V! ... .............. MASTERAP.DOC REVISED 8/97 Legal Description of Lot C Lot C of City of Renton Lot Line Adjustment No. 001-88 according to the Lot Line Adjustment recorded under King County Recording No. 89111390006; Situate in the City of Renton, County of King, State of Washington. Legal descriptions of the proposed four lot short plat follow. LEGAL DESCRIPTION: LOT Cl THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO. 8911139006 AND RECORDING NO. 9004099029, EXCEPT THAT PORTION OF LOT"C" DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT"C"; THENCE NORTH 77° 28' 26" EAST ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE, AN ARC DISTANCE OF 184.70 FEET THROUGH A CENTRAL ANGLE OF 02°44' 05"TO THE NORTHWEST CORNER OF PARCEL 1 DESCRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDER KING COUNTY RECORDING NO. 9610310853; THENCE SOUTH 00° 31'47" EAST ALONG THE WEST LINE OF SAID PARCEL 1 AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 456.17 FEET; THENCE NORTH 88° 55' 52" WEST, A DISTANCE OF 46.56 FEET; THENCE SOUTH 01° 23'37" WEST, A DISTANCE OF 247.78 FEET TO THE SOUTH LINE OF SAID LOT "C"; THENCE WESTERLY,NORTHWESTERLY AND NORTHERLY ALONG THE SOUTHERLY, SOUTHWESTERLY AND WESTERLY LINE OF SAID LOT "C" TO THE BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. • 06/23/00 97038B LEGAL DESCRIPTION LOT C2 THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO. 8911139006 AND RECORDING NO. 9004099029, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT"C"; THENCE NORTH 77° 28' 26" EAST ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE, AN ARC DISTANCE OF 184.70 FEET THROUGH A CENTRAL ANGLE OF 02° 44' 05" TO THE NORTHWEST CORNER OF PARCEL 1 DESCRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDER KING COUNTY RECORDING NO. 9610310853; THENCE SOUTH 00° 31'47" EAST ALONG THE WEST LINE OF SAID PARCEL 1 • AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 282.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00° 31'47" EAST ALONG SAID SOUTHERLY EXTENSION, A DISTANCE OF 173.56 FEET; THENCE NORTH 88° 55' 52" WEST, A DISTANCE OF 46.56 FEET; THENCE SOUTH 01° 23'37" WEST, A DISTANCE OF 247.78 FEET TO THE SOUTH LINE OF SAID LOT "C"; SAID POINT LYING ON A CURVE HAVING A RADIUS OF 245.00 FEET; A RADIAL LINE OF SAID CURVE THROUGH SAID POINT BEARING SOUTH 9° 47'13" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE AND ALONG SAID SOUTH LINE OF SAID LOT "C", THROUGH A CENTRAL ANGLE OF 38° 29'47", AN ARC DISTANCE OF 164.61 FEET; THENCE NORTH 41° 43'00" WEST ALONG THE SOUTHWESTERLY LINE OF SAID LOT "C", A DISTANCE OF 198.30 FEET; THENCE LEAVING SAID SOUTHWESTERLY LINE,NORTH 01° 05'28" WEST, A DISTANCE OF 190.98 FEET; THENCE NORTH 89° 28'13" EAST, A DISTANCE OF 327.82 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGON. 06/23/00 97038B LEGAL DESCRIPTION LOT C3 THAT PORTION OF LOT"C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO. 8911139006 AND RECORDING NO. 9004099029, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77° 28' 26"EAST ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE,AN ARC DISTANCE OF 25.25 FEET THROUGH A CENTRAL ANGLE OF 00°22'26"; THENCE LEAVING SAID SOUTHEASTERLY LINE SOUTH 00° 31'47"EAST, A. DISTANCE OF 245.25 FEET; THENCE SOUTH 89° 28'13" WEST, A DISTANCE OF 172.82 FEET; , THENCE SOUTH 01° 05'28"EAST, A DISTANCE OF 190.98 FEET TO THE SOUTHWEST LINE OF SAID LOT"C"; THENCE NORTHWESTERLY, EASTERLY AND NORTHERLY ALONG SAID SOUTHWEST LINE AND WEST LINE OF SAID LOT "C" THE FOLLOWING COURSES: THENCE NORTH 41° 43' 00" WEST, A DISTANCE OF 3.11 FEET TO A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 245.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41° 11' 18"; AN ARC DISTANCE OF 176.12 FEET; THENCE NORTH 1° 35' 52" WEST, A DISTANCE OF 13.79 FEET; THENCE NORTH 89° 28' 13"EAST, A DISTANCE OF 10.09 FEET; THENCE NORTH 00° 31' 47" WEST, A DISTANCE OF 211.12 FEET TO THE BEGINNING; _ SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 06/23/00 97038B LEGAL DESCRIPTION LOT C4 THAT PORTION OF LOT "C", CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-001-88 RECORDED UNDER KING COUNTY RECORDING NO. 8911139006 AND RECORDING NO. 9004099029, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT "C"; THENCE NORTH 77°28'26" EAST ALONG THE SOUTHEASTERLY LINE OF SOUTH GRADY WAY, A DISTANCE OF 203.55 FEET TO A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 3869.71 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE AND SAID SOUTHEASTERLY LINE, AN ARC DISTANCE OF 25.25 FEET THROUGH A CENTRAL ANGLE OF 00°22'26" TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHEASTERLY LINE AND SAID CURVE, AN ARC DISTANCE OF 159.45 FEET THROUGH A CENTRAL ANGLE OF 02°21'39" TO THE NORTHWEST CORNER OF PARCEL 1 DESCRIBED IN MEMORANDUM OF LEASE DESCRIBED UNDER KING COUNTY RECORDING NO. 9610310853; THENCE SOUTH 00°31'47" EAST ALONG THE WEST LINE OF SAID PARCEL 1 AND ITS SOUTHERLY EXTENSION, A DISTANCE OF 282.61 FEET; THENCE SOUTH 89°28'13" WEST, A DISTANCE OF 155.00 FEET; THENCE NORTH 00°31'47" WEST, A DISTANCE OF 245.25 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 06/23/00 97038B DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ::: :<::<:LANt :°: S ::1 ERMIT SUBMI""t'p►L <> <:<iI AWE1 > 1 ODIFIEI > `` » »<>< <>><> < >>>> >:>: `<>:::<> » »>' `< >><': Calculations,Survey i : . - , • - - • Da�. ..VY�or.shy.�.. ...........:....................................................................................... ... :<.;::.;;:.;:.>:;<.:«:.:.:.;>:.;:<.;:.;:.;:.;;::;.;:.;:.;:;.;:<.;;:.;>:.;:.;;:.;:.;;;:.;:.;:;:.::.;;;:;:.:.:<.;:;.::;.;:.;:.;;::.;:.;:.;:.;;:.;:.: Drainage Control Plan 2 A _l/(,) Elevations,Architectural 3 AND 4 1=loua.ions,.Grad n :..:::::::::::::....:...:......................................::.... ..... ............... . :...::::::::::::.::::..::.:.::.:.:::..:............................ • Existing Covenants (Recorded Copy)4 ........................................ ........................................................... ................................... Flood Plain Map, if applicable 4 <-"Geotechnical Re ort2nr,D3;:;.;:.;:.............................. . ..... ................... ................ ..... .. . ..... ., .... ....,,.. . , ...... ,. .... ..................... p Gad 6 ..Plan..G. rtce ual.z ......:....:::::::.. .:::::.:::::::::. :::.:. ..::. . W....................... ...................................................................................................... ... Grading Plan, Detailed 2 Nk g/ Landscaping Plan, Conceptual 4 List of Surrounding Property Owners 4 Map of Existing Site Conditions 4 Monument Cards (one per monument) , Plan Reductions (PMTs)4 Preapplication Meeting Summary 4 : Rehabilitation Plan 4 nr � i ✓v\ —1--. 94011.-his reguiirement may be waved by: �✓l 1. Property Services Section PROJECT NA E: )ItAc�{ .I�, �, L ,� (14 2. Public Works Plan Review Section j n� " 3. Building Section DATE: LJ/�'7/ !� • 4. Development Planning Section DEVELOPMENT PLANNING RENTON • JU`d 2 9 2000 rz1, !� h:\division.s\develop.ser\dev.plan.ing\waiver.xls REVISED 5/17/00 - DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE • APPLICATIONS Screening Detail 4 ,. , .. • tre't :::r files:: :::::>>»<'< <<?>>`> > >>» >><»>» > < < ' > <' >:> :>< > << < <> `<' >> > ><<> > ` > >`` ` `>` » > '> ><<>{< < > ` > `` > >><> Title Report or Plat Certificate 4 Traffic Study 2 >« ;:fans _ €ME <• T>FeiGutti� 11f.�� etatio�Cieacin .Pan. .................................. ... Urban Center Design Overlay District Report 4 ` erali e'i ,. >> > >'> < »<>> > >''<>> >>«: » >•> > : ;>'>`:'»«<< ` '` >' «''> `<>11.111<` ` <><`IIIII Iini ><<'<`> > Utilities ttilar'' t:. :::..:.::.:.:::::.a.::••-•••�••••••:::..:::••••••••••••:•••••••••••••••••...... . Wetlands Delineation Map 4 Weflai�dsPlan [� ..Plan. ......................................................................................... ...... ......................................................................................................... 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Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section • • h:\division.s\develop.ser\dev.plan.ing\waiver.xis REVISED 5/17/00 MAR-19-1999 11:51 CITY OF .RENTON 425 430 7300 P.12/16 • • •::'tt:: i�N, r�Y�' .:Sir c'L� � :}j:::t"}r}'!•.:}iS4!:•2.;``.:i.:. lilt tJ!f s :::F`}}: !'Y:;,ram S'}.t.$:.y'{.i:::•t'�'rr�d:.;ti.,.i:•, 7.<I> Sii�Fi�! 1•r• i'iiik 1's'1 >�.r:prn 21$i: r .Y. i ./ :rY. { •ill`'9'3'fin' %�s' .i',• >';"fap {.,{..•..; .,fie:•:;;'•. ,}i •� i� � �`Pl�Fl T�SEr �V GESD�VI� :�. .��`t!��La al�:�, E � 'f?:'r}:. r�' R. vl'./.. !!YS�i t:.2 t: S'�<i ii:\ •:i•:.�td:< S`I •{i;SY!:ti;:;�•;�?wit,;':.•e'R;?ixr;:}}1i;�ti`Y::`.;�}�$��:{::VJ. a`:i•v.H e :•k•iY?.04 i. ,.ar..:,.., }'i}w2e"•:;•xi.}! •4 {'S:'r': !:1 :iC:•A:. ;r•:4�r'! itt Misr !R L•k: •t?i^i'$:?iS :i� i:> ::•;?y`:fit(' h: N/•:+Rf. :.Yi� l `�ht' i/?'�'u::):!: '. .A. 'Sf': •1 ''3 •ri�':`r t•::Y` :j ��rT.• i •r .s. ::n t :i'.' ..s Nip. :,r.. .t' :P*: '1. :!rfi :p.Y .r.. ..4 iil $r� .:;{Y S:p. :yY:: it : .......„„,,,:.,,::,.,.:,,,,,..„.:.....4,,,,,,,...... `�.i •: j( PUS.. •• Ti Q::. O '•:S'Y• r9;> • STATE OF WASHINGTON ) ) . COUNTY OF KING ) & • 'diq • k' , being first duly s om on oath, deposes and says: K 2c O 1. On the 2 day of J trm .�-9- , I installed _L public information signs) and plastic flyer box on the property located at Ito/ 6, C_vra� G .,f for the following project: geidcw i2i tidye Lto,,,,,< g s4 /D Project name Vill '" 'I IS' . •-•. Name - 2. I have attached a copy of the neighborhood detail map marked with an "X"to indicate the location of the installed sign. • 3. This/these public information sign(s) as/ ere con tructed and installed in locations in conformance with the requirements of Ca r 7 Title 4 of enton Municipal Code. . Installer Signature SUBSCRIBED AND SWORN to before me this 'LZ day of J VLL. , 43 CHRISTINE A PRICf • 6e__, STATE OF WASHINGTON NOTARY PUBLIC in d for.the State of Washington, NOTARY PUBLIC residing at < 'MY COMMISSION•EXPIRES 9-27-02 My commission expires on. I a-1 0 .J •PUBSIONS.DOC DEVELOPMENT PLANNING Rev.7Aa CITY OF RENTON • JUN 2 9 25B'3 rimp..7-vED ISSUED BY TRANSNATION TITLE INSURANCE COMPANY GUARANTEE Transnation • GUARANTEE NUMBER M16- 006342 . SUBJECT TO THE EXCLUSIONS FROM COVERAGE,THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, • TRANSNATION TITLE INSURANCE COMPANY a corporation,herein called the Company GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. IN WITNESS WHEREOF,TRANSNATION TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed by its duly authorized officers,the Guarantee to become valid when countersigned on Schedule A by an authorized officer or agent of the Company. TRANSNATION TITLE INSURANCE COMPANY voamokvI NS���IL 'r) /1N 4011P0RA4: 34 Attest: gilgek4.4"/ P_ -720 By: / SEPT.16,1991 41 Secretary t *= President 414,ZO0 41. DEVELOPMENT i PLANNING CITY OF RENTON JUN 2 9 2090 ED CLTA Guarantee Face Page(Rev 12-15-95) p wEN Form 1025-10 npuziPJAI h TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 M. SANDORFFY & CO COUNTERSIGNED: 520 PIKE ST #1500 SEATTLE, WA 98101 1/1414t0 Attn: CRAIG KEOPPLER 3/2 (425) 646-8589/1-800-441-7701 JOHN W. JONES, MARK S. NIKLASON or J. JAY PUGH (FAX # (425) 646-8593) Order No. 868365 . Liability: $320 .00 Premium: $320 .00 Customer No. --- Tax: 1 27 .52 Total: $347 .52 THIRD SUBDIVISION GUARANTEE 1. Name of Assured: M. SANDORFFY & COMPANY 2 . Date of Guarantee: June 20, 2000 at 8 :00 A.M. THE ASSURANCES REFERRED TO ON THE FACE PAGE HEREOF ARE: That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See "LEGAL DESCRIPTION: " The estate -or interest in the land which is covered by this guarantee is: Fee Simple Title to the estate or interest in the land is vested in: RVA CENTER LLC, a Washington limited liability company subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1 . Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on land or by the public records . EXCEPTIONS (continued) Order No. 868365 2 . (a) Unpatented mining claims; (b) reservations or exceptions in Patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights, claims or title to water, whether or not the matters excepted under (a) , (b) , (c) , or (d) are shown by the public records . 3 . Title to any property beyond the lines of the land expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which said land abuts, or the right to maintain vaults, tunnels, ramps or any other structure or improvement; or any rights or easements therein unless such property rights or easements are expressly and specifically set forth in the land described herein. 4 . General Taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 192305-9043-07 2000 $114, 916 .22 $ 57, 458 . 11 $ 57, 458 .11 5 . Special Taxes (Drainage) , as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 192305-9043-07 2000 $260 .95 $130 .47 $130 .48 6 . Noxious Weed Charge, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 192305-9043-07 2000 $2 .11 $1. 05 $1. 06 7 . Conservation (CON) Service Charge, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 192305-9043-07 2000 $5 . 00 $2 .51 $2 .49 8 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Electric power transmission lines AREA AFFECTED: Westerly portion of said premises and other property DATED: 1941 RECORDING NOS . : 3163692, 3158541, 3165254, 3176514, 3196045, 3171112 and USDC 960 Said easement (s) was partially released and modified by Recording No. ' s . 7210300117, 3664559 and 3664560 . Page 2 EXCEPTIONS (continued) Order No. 868365 9 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Electric line (guy wire) AREA AFFECTED: Portion of said premises within DATED: October 12, 1943 RECORDING NO. : 3344660 10 . RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RESERVED IN: ., Puget Sound Power & Light Company, a Washington corporation PURPOSE: transmission and distribution lines AREA AFFECTED: as described therein RECORDING NO. : 5674305 11. Easement for sewer installation bring within the former Shattuck Street and 9th Avenue South, as disclosed by Ordinance 2051, of the City of Renton. 12 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Seattle City Light PURPOSE: Crossing permit for transmission line (not plottable) AREA AFFECTED: Strip 350 feet wide RECORDING NO. : 5687617 13 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Sanitary sewer AREA AFFECTED: As described therein DATED: December 31, 1969 RECORDING NO. : 6631804 Said easement was partially released by Instrument dated June 8, 1994, recorded under Recording No. 9406130334 . 14 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Water main and water lines AREA AFFECTED: As described therein DATED: December 31, 1969 RECORDING NO. : 6631805 15 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Electric transmission and/or distribution line AREA AFFECTED: 45 foot strip, as described therein DATED: August 24, 1982 RECORDING NO. : 8208270359 16 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Interceptor storm drain system AREA AFFECTED: As described therein DATED: October 30, 1986 RECORDING NO. : 8612031437 Page 3 • EXCEPTIONS (continued) Order No. 868365 17 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: A fire main and hydrants system AREA AFFECTED: As described therein DATED: December 22, 1986 RECORDING NO. : 8612221310 18 . DECLARATION OF ROADWAY AND PARKING EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: December 31, 1986 DATED: December 30, 1986 RECORDING NO: 8612311880 and amended by instrument dated May 11, 1990, recorded under Recording No. 9005161048, modifying the location of the parking area and maintenance obligations REGARDING: Roadway and parking easement 19 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Public utilities (including water and sewer) AREA AFFECTED: As described therein DATED: September 30, 1986 RECORDING NO. : 9706091484 20 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: A communication line (s) AREA AFFECTED: As described therein DATED: August 7, 1987 RECORDING NO. : 8708100375 21. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: August 21, 1987 RECORDING NO. : 8708210528 REGARDING: Easement and reciprocal parking 22 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Parking, ingress and egress AREA AFFECTED: As described therein DATED: October 3, 1989 RECORDING NO. : 8911170364 Said easement was modified by amending the legal description of the parking area, by instrument recorded under Recording No. 9508150477 . 23 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Underground electric system AREA AFFECTED: 10 foot strip, as constructed or to be constructed, extended or relocated (not plottable) DATED: September 14, 1993 RECORDING NO. : 9309211130 Page 4 • EXCEPTIONS (continued )) Order No. 868365 24. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: May 17, 1990 RECORDING NO. : 9005171096 REGARDING: Declaration and assignment .of parking easements 25 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: May 29, 1990 RECORDING NO. : 9005291371 REGARDING: Management of common areas 26 . RELINQUISHMENT OF ALL EASEMENTS existing, future or potential, for access, light, view and air, and all rights of ingress, egress and regress to, from and between the land and the highway or highways to be constructed on land conveyed by deed. To: State of Washington Dated: May 27, 1964 Recorded: June 26, 1964 Recording No. : 5754046 27 . ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Lot Line Adjustment No. 001-88 recorded under Recording No. 8911139006 . RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE. DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. 28. Covenant by and between Renton Village Associates and McDonalds Corporation Not to Compete imposed by instrument recorded on October 31, 1996, under Recording No. 9610310854. 29 . MATTERS SET FORTH BY SURVEY: RECORDED: May 17, 1996 RECORDING NO. : 9605179006 DISCLOSES : McDonald' s Corporation Leasehold boundaries 30 . ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Short Plat being Job No. 97038 of Harstad Consultants. RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. 31. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: City of Renton PURPOSE: New waterline easement AREA AFFECTED: As described therein • RECORDING NO. : 9808130339 Note: Said instrument modifies the legal of that waterline easement recorded May 8, 1998 under King County recording No. 9805080744 . Page 5 EXCEPTIONS (continued) Order No. 868365 32 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Sewer main AREA AFFECTED: 10 feet strip, as described therein RECORDING NO. : 5292273 33 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Waterline Easement AREA AFFECTED: A strip of land 15 feet wide lying 7 .5 feet on each side of the property therein described RECORDING NO. : 9808130338 34. MATTERS RELATING TO EXTENDED COVERAGE AS SHOWN ON SURVEY BY HARSTAD CONSULTANTS DATED SEPTEMBER 1997, AS REVISED, JOB NO. 97038, AS FOLLOWS: a) Possible impairment of easement for sanitary sewer line by building (Thriftway store) on property herein described; b) Possible impairment of easement for power by building (Thriftway store) on property herein described; c) Possible impairment of easement for electric transmission line by building (Thriftway store) on property herein described; d) Possible impairment of easement for water line by building (retail stores) on property herein described; e) Encroachment of asphalt and parking area of property herein described onto property adjoining to the East; f) Right of tenants in possession under unrecorded leases solely as tenants and solely with respect to space occupied by each such tenant (together with non-exclusive rights in common with other tenants in areas used by all tenants) 35 . MEMORANDUM OF LEASE: LESSOR: Renton Village Associates, a Washington general partnership LESSEE: McDonald' s Corporation, a Delaware corporation DATED: August 27, 1996 RECORDED: October 31, 1996 RECORDING NO. : 9610310853 (Covers portion of property herein described) THE LEASE WAS AMENDED BY INSTRUMENT. RECORDED: June 24, 1997 RECORDING NO. : 9706240415 • 36 . Unrecorded leaseholds, if any; rights of vendors and holders of security interests on personal property installed upon the land; and rights of tenants to remove trade fixtures at the expiration of the term. Page 6 • EXCEPTIONS (continued) Order No. 868365 37 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: RVA CENTER LLC, a Washington limited liability company TRUSTEE: Transnation Title Insurance Company BENEFICIARY: Amresco Capital, L.P. , a Delaware limited partnership ADDRESS: --- LOAN NO. : --- ORIGINAL AMOUNT: $8, 550, 000 . 00 DATED: September 3, 1998 RECORDED: September 3, 1998 RECORDING NO. : 9809031355 38 . ASSIGNMENT OF RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: RVA CENTER LLC, a Washington limited liability company ASSIGNEE: AMRESCO CAPITAL, L.P. , a Delaware limited partnership DATED: September 3, 1998 RECORDED: September 3, 1998 RECORDING NO. : 9809031356 39. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: AMRESCO CAPITAL, L.P. , a Delaware limited partnership DEBTOR: RVA CENTER LLC, a Washington limited liability company COVERS: Personal property and fixtures located at property RECORDED: September 3, 1998 RECORDING NO. : 9809031357 Note: The above mentioned Financing Statement was assigned to LaSalle National Bank, as Custodian or Trustee pursuant to instrument recorded September 3, 1998 under King County recording No. 9809031359 . 40 . ASSIGNMENT OF MORTGAGE AND ASSIGNMENT OF LEASES AND RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: AMRESCO CAPITAL, L.P. ASSIGNEE: LASALLE NATIONAL BANK, AS CUSTODIAN OR TRUSTEE DATED: September 3, 1998 RECORDED: September 3, 1998 RECORDING NO. : 9809031358 REGARDING: The assignment of the insured Deed of Trust (9809031355) and the assignment of the Assignment of Leases and Rents (9809031356) Page 7 • EXCEPTIONS (continued) Order No. 868365 • 41. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: Associated Grocers, Inc./Market Finance Company/Supermarket Development Corporation DEBTOR: L & R Foods, Inc. COVERS: All inventory, stock, fixtures, and equipment as described therein RECORDED: November 19, 1998 - RECORDING NO. : 9811190270 42 . FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: Associated Grocers, Inc. /Market Finance Company/Supermarket Development Corporation DEBTOR: L & R Foods, Inc. COVERS: All inventory, stock, fixtures, and equipment as described therein RECORDED: November 19, 1998 RECORDING NO. : 9811190271 NOTE 1: The above captioned description may be incorrect, because the application for title insurance contained only an address and/or Parcel Number. Prior to closing, all parties to the transaction must verify the legal description. If further changes are necessary, notify the Company well before closing so that those changes can be reviewed. Closing instructions must indicate that the legal description has been reviewed and approved by all parties. NOTE 2 : The liability amount shown on Schedule A herein is a minimum, because no specific liability amount was requested at the time the application for title insurance was made. Please contact your title officer if a greater liability amount is required, for which an additional fee will be charged. NOTE 3 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65 . 04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT C CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-88 REC NO. 8911139006 msn ENCLOSURES: Page 8 EXCEPTIONS (continued) Order No. 868365 Copies have been sent to the following: HARSTAD CONSULTANTS 2024 WESTLAKE SAMM PKW N.E. REDMOND, WA 98052 Attn: JEFF HARSTAD 2/1 Page 9 Order No. 868365 LEGAL DESCRIPTION: LOT C OF CITY OF RENTON LOT LINE ADJUSTMENT NO. 001-88, ACCORDING TO LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NO. 8911139006; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 10 •SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE obtaining witnesses,prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as 1. Except to the extent that specific assurances are provided in Schedule A of this stated herein,or to establish the lien rights of the Assured. If the Company is prejudiced by Guarantee,the Company assumes no liability for loss or damage by reason of the the failure of the Assured to furnish the required cooperation,the Company's obligations to following: the Assured under the Guarantee shall terminate. (a) Defects,liens,encumbrances,adverse claims or other matters against the title,whether or not shown by the public records. 5. Proof of Loss or Damage. (b) (1) Taxes or assessments of any taxing authority that levies taxes or In addition to and after the notices required under Section 2 of these Conditions assessments on real property;or,(2) Proceedings by a public agency which may result in and Stipulations have been provided to the Company,a proof of loss or damage signed and taxes or assessments,or notices of such proceedings,whether or not the matters excluded sworn to by the Assured shall be furnished to the Company within ninety(90).days after the under(1)or(2)are shown by the records of the taxing authority or by the public records. Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or (c) (1) Unpatented mining claims;(2)reservations or exceptions in patents or dartlage shall describe the matters covered by this Guarantee which constitute the basis of loss in Acts authorizing the issuance thereof;(3)water rights,claims or title to water,whether or or damage and shall state;to the extent possible,the basis of calculating the amount of the not the matters excluded under(1),(2)or(3)are shown by the public records. loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage,the Company's obligation to such assured under the . 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee shall terminate. In addition,the Assured may reasonably be required to submit to Guarantee,the Company assumes no liability for loss or damage by reason of the examination under oath by any authorized representative of the Company and shall produce following: for examination,inspection and copying,at such reasonable times and places as may be (a) Defects,liens,encumbrances,adverse claims or other matters affecting the designated by any authorized representative of the Company,all records,books,ledgers, title to any property beyond the lines of the land expressly described in the description set checks,correspondence and memoranda,whether bearing a date before or after Date of forth in Schedule(A),(C)or in Part 2 of this Guarantee,or title to streets,roads,avenues, Guarantee,which reasonably pertain to the loss or damage. Further,if requested by any lanes,ways or waterways to which such land abuts,or the right to maintain therein vaults, authorized representative of the Company,the Assured shall grant its permission,in writing, tunnels,ramps or any structure or improvements;or any rights or easements therein,unless for any authorized representative of the Company to examine,inspect and copy all records, . such property,rights or easements are expressly and specifically set forth in said description. books,ledgers,checks,correspondence and memoranda in the custody or control of a third (b) Defects,liens,encumbrances,adverse claims or other matters,whether or party; which reasonably pertain to the loss or damage. All information designated as not shown by the public records; (1)which are created,suffered,assumed or agreed to by confidential by the Assured provided to the Company pursuant to this Section shall not be one or more of the Assureds;(2)which result in no loss to the Assured;or(3)which do not disclosed to others unless,in the reasonable judgment of the Company,it is necessary in the result in the invalidity or potential invalidity of any judicial or non judicial proceeding which administration of the claim. Failure of the Assured to submit for examination under oath, is within the scope and purpose of the assurances provided. produce other reasonably requested information or grant permission to secure reasonably (c) The identity of any party shown or referred to in Schedule A. necessary information from third parties as required in the above paragraph,unless prohibited (d) The validity,legal effect or priority of any matter shown or referred to in by law or governmental regulation,shall terminate any liability of the Company under this this Guarantee. Guarantee to the Assured for that claim. GUARANTEE CONDITIONS AND STIPULATIONS 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. 1. Definition of Terms. In case of a claim under this Guarantee,the Company shall have the following additional The following terms when used in the Guarantee mean: options: (a)the"Assured": the party or parties named as the Assured in this Guarantee, (a)To Pay or Tender Payment of the Amount of Liability or to Purchase the or on a supplemental writing executed by the Company. Indebtedness. (b)"land": the land described or referred to in Schedule(A)(C)or in Part 2,and The Company shall have the option to pay or settle or compromise for or in the name of the improvements affixed thereto which by law constitute real property. The term"land"does Assured any claim which could result in loss to the Assured within the coverage of this not include any property beyond the lines of the area described or referred to in Schedule Guarantee,or to pay the full amount of this Guarantee or,if this Guarantee is issued for the (A)(C)or in Part 2,nor any right,title,interest,estate or easement in abutting streets,roads, benefit of a holder of a mortgage or a lienholder,the Company shall have the option to avenues,alleys,lanes,ways or waterways. purchase the indebtedness secured by said mortgage or said lien for the amount owing (c)"mortgage":mortgage,deed of trust,trust deed,or other security instrument. thereon,together with any costs,reasonable attorneys'fees and expenses incurred by the (d) "public records": records established under state statutes at Date of Assured claimant which Were authorized by the Company up to the time of purchase. Guarantee for the purpose of imparting constructive notice of matters relating to real property Such purchase,payment or tender of payment of the full amount of the Guarantee shall to purchasers for value and without knowledge. terminate all liability of the Company hereunder. In the event after notice of claim has,been (e)"date": the effective date. given to the Company by the Assured the Company offers to purchase said indebtedness,the owner of such indebtedness shall transfer and assign said indebtedness,together with any 2. Notice of Claim to be Given by Assured Claimant. collateral security,to the Company upon payment of the purchase price. An Assured shall notify the Company promptly in writing in case knowledge shall come to Upon the exercise by the Company of the option provided for in Paragraph(a)the Company's an Assured hereunder of any claim of title or interest which is adverse to the title to the estate obligation to the Assured under this Guarantee for the claimed loss or damage,other than to or interest,as stated herein,and which might cause loss or damage for which the Company make the payment required in that paragraph,shall terminate,including any obligation to may be liable by virtue of this Guarantee. If prompt notice shall not be given to the continue the defense or prosecution of any litigation for which the Company has exercised Company,then all liability of the Company shall terminate with regard to the matter or its options under Paragraph 4,and the Guarantee shall be surrendered to the Company for matters for which prompt notice is required;provided,however,that failure to notify the cancellation. Company shall in no case prejudice the rights of any Assured under this Guarantee unless the (b)To Pay or Otherwise Settle With Parties Other Than the Assured or With the Company shall be prejudiced by the failure and then only to the extent of the prejudice. Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any 3. No Duty to Defend or Prosecute. claim assured against under this Guarantee,together with any costs,attorneys'fees and . The Company shall have no duty to defend or prosecute any action or proceeding to which expenses incurred by the Assured claimant which were authorized by the Company up to the the Assured is a party,notwithstanding the nature of any allegation in such action or time of payment and which the Company is obligated to pay.. proceeding. Upon the exercise by the Company of the option provided for in Paragraph(b)the Company's obligation to the Assured under this Guarantee for the claimed loss or damage,other than to 4. Company's Option to Defend or Prosecute Actions;Duty of Assured Claimant to make the payment required in that paragraph,shall terminate,including any obligation to Cooperate. continue the defense or prosecution of any litigation for which the Company has exercised Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 its options under Paragraph 4. above: (a)The Company shall have the right,at its sole option and cost,to institute and 7. Determination and Extent of Liability. prosecute any action or proceeding,interpose a defense,as limited in(b),or to do any other This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained act which in its opinion may be necessary or desirable to establish the title to the estate or or incurred by the Assured claimant who has suffered loss or damage by reason of reliance interest as stated herein,or to establish the lien rights of the Assured,or to prevent or reduce • upon the assurances set forth in this Guarantee and only to the extent herein described,and loss or damage to the Assured. The Company may take any appropriate action under the subject to the Exclusions From Coverage of This Guarantee. terms of this Guarantee,whether or not it shall be liable hereunder,and shall not thereby The liability of the Company under this Guarantee to the Assured shall not exceed the least concede liability or waive any provision of this Guarantee. If the Company shall exercise its of: rights under this paragraph,it shall do so diligently. (a)the amount of liability stated in Schedule A or in Part 2; (b)If the Company elects to exercise its options as stated in Paragraph 4(a)the . (b)the amount of the unpaid principal indebtedness secured by the mortgage of Company shall have the right to select counsel of its choice(subject to the right of such an Assured mortgagee,as limited or provided under Section 6 of these Conditions and Assured to object for reasonable cause)to represent the Assured and shall not be liable for Stipulations or as reduced under Section 9 of these Conditions and Stipulations,at the time and will not pay the fees of any other counsel,nor will the Company pay any fees,costs or the loss or damage assured against by this Guarantee occurs,together with interest thereon; expenses incurred by an Assured in the defense of those causes of action which allege matters or - not covered by this Guarantee. (c)the difference between the value of the estate or interest covered hereby as (c)Whenever the Company shall have brought an action or interposed a defense stated herein and the value of the estate or interest subject to any defect,lien or encumbrance as permitted by the provisions of this Guarantee,the Company may pursue any litigation to assured against by this Guarantee. final determination by a court of competent jurisdiction and expressly reserves the right,in its sole discretion,to appeal from an adverse judgment or order. 8. Limitation of Liability. (d)In all cases where this Guarantee permits the Company to prosecute or (a)If the Company establishes the title,or removes the alleged defect,lien or provide for the defense of any action or proceeding,an Assured shall secure to the Company encumbrance,or cures any other matter assured against by this Guarantee in a reasonably the right to so prosecute or provide for the defense of any action or proceeding,and all diligent manner by any method,including litigation and the completion of any appeals appeals therein,and permit the Company to use,at its option;the name of such Assured for therefrom,it shall have fully performed its obligations with respect to that matter and shall this purpose. Whenever requested by the Company,an Assured,at the Company's expense, not be liable for any loss or damage caused thereby. shall give the Company all reasonable aid in any action or proceeding,securing evidence, CONDITIONS AND STIPULATIONS CONTINUED ON BACK COVER CLTA Guarantee Conditions and Stipulations Form 2015-7 (Rev. 12-15-95) ORIGINAL y CONDITIONS AND STIPULATIONS CONTINUED (b)In the event of any litigation by the Company or with the Company's consent, 12. Arbitration. the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction,and disposition of all appeals therefrom, Unless prohibited by applicable law,either the Company or the Assured may demand adverse to the title,as stated herein. arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration (c)The Company shall not be liable for loss or damage to any Assured for Association. Arbitrable matters may include,but are not limited to,any controversy or claim liability voluntarily assumed by the Assured in settling any claim or suit without the prior between the Company and the Assured arising out of or relating to this Guarantee,any service written consent of the Company. of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is$1,000,000 or less 9. Reduction of Liability or Termination of Liability. shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters All payments under this Guarantee,except payments made for costs,attorneys' when the amount of liability is in excess of$1,000,000 shall be arbitrated only when agreed fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. to by both the Company and the Assured..The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys'fees only if the laws of the state 10. Payment of Loss. in which the land is located permits a court to award attorneys'fees to a prevailing party. (a)No payment shall be made without producing this Guarantee for endorsement Judgment upon the award rendered by the Arbitrator(s)may be entered in any court having of the payment unless the Guarantee has been lost or destroyed,in which case proof of loss jurisdiction thereof. or destruction shall be furnished to the satisfaction of the Company. (b)When liability and the extent of loss or damage has been definitely fixed in The law of the sites of the land shall apply to an arbitration under the Title Insurance accordance with these Conditions and Stipulations,the loss or damage shall be payable within Arbitration Rules. thirty(30)days thereafter. A copy of the Rules may be obtained from the Company upon request. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee,all right of 13. Liability Limited to This Guarantee;Guarantee Entire Contract. subrogation shall vest in the Company unaffected by any act of the Assured claimant. (a)This Guarantee together with all endorsements,if any,attached hereto by the The Company shall be subrogated to and be entitled to all rights and remedies which the Company is the entire Guarantee and contract between the Assured and the Company. In Assured would have had against any person or property in respect to the claim had this interpreting any provision of this Guarantee,this Guarantee shall be construed as a whole. Guarantee not been issued. If requested by the Company,the Assuredshall transfer to the Company all rights and remedies against any person or property necessary in order to perfect (b)Any claim of loss or damage,whether or not based on negligence,or any this right of subrogation.The Assured shall permit the Company to sue,compromise or settle action asserting such claim,shall be restricted to this Guarantee. in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. (c)No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President,a Vice President, If a payment on account of a claim does not fully cover the loss of the Assured the Company the Secretary,an Assistant Secretary,or validating officer or authorized signatory of the shall be subrogated to all rights and remedies of the Assured after the Assured shall have Company. recovered its principal,interest,and costs of collection. 14. Notices,Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be addressed to: Consumer Affairs Department,P.O.Box 27567,Richmond,Virginia 23261-7567. W 'ram` x yry o C 0 cm Zd IL O to 0 z 1 . RENTON VILLAGE SHOPPING CENTER SHORT PLAT APPLICATION NO. PROJECT NARRATIVE Previous Short Plat Application A formal application for a two lot short plat was previously submitted to City of Renton in 1998. Project number LUA-98-029 was assigned. The short plat was conditionally approved by City of Renton on April 15, 1998. Subsequent to that approval, RVA CENTER LLC (successor to Renton Village Associates) began negotiating several long term ground leases on portions of the undeveloped property. Due to the long term nature of ground leases involved, separate parcels must be created. Thus, this short plat application divides the 14 acre property into four, rather than two, lots. The conditionally approved LUA 98-029 short plat divided the property into Lots C1 (the shopping center) and C2 (the undeveloped property). The only change requested in this short plat re-application is the division of the former Lot C2 into three lots - Lot C2, Lot C3 and Lot C4. Zoning Designation The shopping center site is currently zoned CA, Commercial Arterial. Zoning classifications surrounding the property are: Adjacent/ East— Commercial Office (CO) East— IH Adjacent/West— Commercial Arterial (CA) and CO North /Across S. Grady Way—CA and CO South /Across Interstate 405— R-8 Special Site Features No special site features exist. A majority of the site is asphalt paved. The site subject of the short plat is surfaced both with asphalt and gravel. Topography of the site is essentially flat, with minor changes in elevation to facilitate drainage. No steep slopes exist. The site subject of the short plat does not include wetlands. ®Ei TFF N INC Y OPTO Current Use, Acreage and Existing Site Improvements JUN 2 9 MO RECEV Current use of the site is a neighborhood shopping center with undeveloped, excess land. Uses within the shopping center include: Grocery Drug store Personal services —dry cleaners, film processing, hair salon General retail use — coffee shop, restaurants, pet store, knitting supplies, clothing store, beauty supplies, electronic pagers, card shop Upon approval of the short plat, four sites will exist — a site improved with a 92,000± SF shopping center including all necessary parking and utilities, and three undeveloped sites partially improved with asphalt paving. Acreage of the present shopping center site is 14.00 acres and 609,960 SF according to King County Assessor's records. Following short plat of the site, the improved shopping center site will be approximately 9.52 acres (414,880 SF). The lots subject of this short plat application are summarized below: Lot Cl Lot C2 Lot C3 Lot C4 USE Existing shopping center Undeveloped Undeveloped Undeveloped AREA(SF) 410,907 100,252 57,978 40,823 AREA(Acres) 9.43 2.30 1.33 0.94 Existing site improvements (Exhibit A) include the shopping center of 91,000± SF, supporting sub-surface utility systems, parking lot lighting and paving. The portion of the shopping center site to be sub-divided is currently improved only with asphalt paving. There are no current plans for development of the undeveloped land, although improvements envisioned will be in conformance with permitted uses under CA zoning. Purpose of the proposed short plat is administrative only — no alteration of existing shopping center building improvements is planned. Utilities Public and private sanitary sewer lines currently service the improved shopping center parcel and the unimproved parcels subject of this short plat. An 8" "looped" public water line serves the improved shopping center parcel and is within 25' of the unimproved parcels. Underground telephone and power also serve both parcels. Lot Sizes, Site Coverage, Parking and Other Improvements Lot sizes are shown on the attached survey. This short plat proposal will segregate Parcel C of Renton Lot Line Adjustment 001-88 into Lot C1, Lot C2, Lot C3 and Lot C4. Site Coverage - Lot C1 site coverage is 22%, well within the zoning allowance of 65% (buildings only). Lots C2, C3 and C4 are unimproved —site coverage currently is 0% Parking for Lot Cl (improved shopping.center parcel) is specified in the City's Parking and Loading Ordinance at 4 stalls per 1,000 SF of building area. Using this baseline and an improved usable area of 91,204 SF, required parking is as follows: 91,204 SF/ 1,000 SF x 4 Stalls = 365 Parking Stalls A physical count of currently striped parking stalls on both Parcels C1 and C2 indicates 487 stalls are provided. Parking within the boundaries of Parcel C1 is as follows: Required Parking — 365 stalls Available Parking— 417 stalls Excess Parking — 52 stalls Parking for Lot C2 is subject to the City's approval of a Site Plan Application for hotel development at this site. A major portion of the site is, however, paved and 86 parking stalls are striped on proposed Lots C2, C3 and C4. The stalls on Lots C2, C3 and C4 are used by the shopping center and cinema patrons under existing reciprocal parking agreements. Reciprocal parking agreements are of record between the Evergreen Office Building, the cinema, shopping center and Holiday Inn properties. Parking for unimproved Lots C3 and C4 is not specific at this time and no formal development plan is submitted with this application. Any subsequent site plan application will be subject to the City's Parking and Loading Ordinance. Concrete sidewalks have been constructed by Renton Village Associates along the entire Lot C3 and C4 frontage with S. Grady Way. Renton Village Associates also constructed concrete sidewalks along the Parcel C1 frontage with S. Grady Way. Concrete sidewalks are now continuous along the shopping center's entire frontage with South Grady Way. Private streets paved and maintained by Renton Village Associates provide convenient access between all properties at Renton Village, including the One, Two and Three Renton Place office complex and The Holiday Inn. All private streets are paved, 30 foot roadways. Fire control is constructed according to Current City of Renton code, including a "looped" system that was required for construction of the McDonald's restaurant in 1996/1997. Drainage Report Short plat of the Renton Village Shopping Center site will not change the existing drainage pattern. This application requests only that the site be short platted into four lots. An application for site plan approval has been submitted for Lot C2. The drainage plan will change only marginally, as most of the site is surfaced with impervious material. Approval of the drainage plan is subject to City of Renton approval under the Site Plan application. Portions of Lots C2, C3 and C4 are currently paved and portions are surfaced with gravel. Until such time as development plans for the site are established, existing site elevations and drainage patterns will remain unchanged: DEVELOPMENT P9_/.r�rv°IrJ3 CITY oi=F�r,,.iToiv .1UN 2 9 2 830 Geo OEngineers • ,00 January 29, 1992 Consulting Engineers and Geoscientists Offices in Washington, Renton Village Associates Oregon,and Alaska Evergreen Building Renton, Washington 98055 Attention: Mr. Loren Laskow Report Geotechnical Consultation Proposed Village Place North Office Building and Parking Garage Renton, Washington File No. 1183-002-R05 INTRODUCTION This report presents the results of our geotechnical consultation services regarding the driven grout pile testing program for the proposed Village Place North office building and associated parking garage. The project location is shown on the Vicinity Map, Figure 1. Our services included monitoring the installation of eight driven grout piles and the subsequent compression and tension load testing on one of the piles. Additionally, we have evaluated the pile load test results to determine the allowable compression and uplift loads for these piles. We understand that the structures will be supported on 14-inch-diameter driven grout piles with a design downward capacity of 120 tons and a design uplift capacity of 45 tons. The pile load tests were run to verify the acceptability of these design capacities. PILE INSTALLATION A total of eight 14-inch-diameter driven grout piles were installed at the site by Dewitt Construction on December 12, 1991. Representatives of GeoEngineers, Inc. observed the pile installation. GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,��A.98052 CITY OF��^� �(V Telephone(425)861-6000 Fax(425)861-6050 JUN 2 r l • w,vw.geoengineers.com IL _ • sir'•^ .'.fM rn Prt - ed on r I '''i'e "s Iced a Y F e. Pv2. • Renton Village Associates January 29, 1992 Page 2 The test pile and six reaction piles were installed in the vicinity of boring B-3 and another pile was test driven in the vicinity of boring B-8. Both boring locations are shown on the attached Site Plan, Figure 2. We understand that none of these piles will be used as production piles for the new buildings. The piles were installed by driving a 14-inch-diameter boot attached to a hollow mandrel to refusal with a Vulcan 10 compressed air hammer. The refusal criteria was determined to be at least 10 blows for the last inch of driving. The installed pile lengths ranged from about 58 to 661 feet below the existing ground surface. When compared to the logs of borings B-3 and B-8, it appears that these piles were driven approximately 3 to 10 feet into bedrock. The mandrel and boot were first pressed into the ground hydraulically to form a surface seal. The mandrel was then charged with grout prior to driving the piles. Grout was injected through the mandrel during pile driving to maintain the hole diameter. The mandrel and boot were driven to refusal and the piles were then continuously pressure grouted as the mandrel was extracted. A full-length tension bar was installed in all of the piles following the removal of the mandrel. The tension bar in the test drive pile in the vicinity of boring B-8 was removed following successful installation. The following observations were made during pile installation and should be considered when the pile specifications are written: 1. Approximately 1/8 to 1/4 cubic yards of grout wastage was observed during pile installation. This quantity should be achieved for all of the production piles. 2. The rate of mandrel withdrawal ranged from approximately 15 to 20 feet per minute. During production installation the mandrel should be withdrawn at a continuous rate. 3. The volume of grout pumped into each pile was approximately. 150 percent of the calculated volume of the hole. In our opinion, production piles should have grout takes of at least 130 percent of the calculated hole volume. Renton Village Associates January 29, 1992 Page 3 PILE LOAD TEST PROGRAM A compression test was accomplished on December 30, 1991 on the test pile in general accordance with the "quick test" method described in ASTM D-1193. A tensile test was completed on the same test pile on December 31, 1991. The tension test was completed in accordance with the "quick test" procedure described in ASTM D-3689. Test equipment for both the compression and the tension test was provided and operated by Mr. Bruce Lane of Precision Measurements, Inc. under the observation of GeoEngineers. The compression test consisted of applying a load to the top of the test pile in 12-ton increments (10% of the 120 ton design load) up to 240 tons (200% of the design load) using a calibrated hydraulic jack. The jack operated against a reaction beam system which was connected to the six reaction piles. Pile deflection was measured with three dial gauges, accurate to 0.001 inches, which were spaced around the test pile. Each load increment was held for at least 5 minutes and the maximum load of 240 tons was held for 30 minutes. The load was released in four increments until the pile was fully unloaded. Approximately 0.20 inches of deflection was observed at design load. About 0.40 inches of deflection was observed at the maximum load. Approximately 0.075 inches of unrecoverable strain was observed when the test pile had been fully unloaded. Results of the load test are attached. The tension test consisted of loading the pile in 10-ton load increments to a total load of 90 tons. The jack operated against a steel beam reaction frame supported on timbers. The rate of deflection increased significantly above a load of 70 tons. Approximately 0.5 inches of deflection was observed at the maximum applied load of 90 tons (200 percent of the design load) . Approximately 0.25 inches of unrecoverable strain was observed after the pile was fully unloaded. CONCLUSIONS AND RECOMMENDATIONS Based on our evaluation of the compression test, it appears that the pile had not been loaded to failure at the maximum applied load of 240 tons and that the ultimate load of this pile is therefore in excess of 240 tons. We conclude that the design load of 120 tons is appropriate and includes a Renton Village Associates January 29, 1992 Page 4 factor of safety of at least 2.0 for downward loading. This capacity may be increased by one-third for short-term loads such as wind or seismic loads. The results of the tensile load test on the driven grout pile indicate an ultimate tensile capacity in the range of 70 to 75 tons for short-term loads. It is our opinion that the allowable uplift load for this pile is approximately 45 tons for short-term loads such as wind or seismic forces which includes a design factor of safety of about 1.5. - .o. 0 o - If you have any questions regarding this information, please contact us. �, Yours very truly, . a�v:.. GeoEngineers, Inc. cr/`' f._.j (7,?A`O a TItc,RLIA )91047647i-?---- Robert M. McIntosh . it, 7:tfr ti Staff Engineer 41 1 O� 4�. ;`./) �`) .j • .l"� Herbert R. Pschunder, P.E. EXPIRES Q /2/CI7.- Senior Engineer 3 S James B. Thompson RMM:JBT:ira Principal Attachments Two copies submitted cc: Lease Crutcher Lewis 107 Spring Street, Suite 500 Seattle, WA 98104-1052 Attention: Mr. Bill Guedel KPFF 1201 Third Avenue, Suite 900 Seattle, WA 98101 Attention: Mr. Ron Klemencic Mr. John Tessem The Callison Partnership 1420 Fifth Avenue, Suite 2400 • Seattle, WA . 98101 Attention: Mr. Brian Cloepfil -. ..• • ,-. • , g r.•,,_,, ... ...-.4/.., -- ------,-, , . . (11.. al �.;. .t \ �._ 4 ,-;,� .<." r`_ -_ mil' . , • Y crj i _„I•e,!- y Ur;) , -,r'//. if 1,r 1�� �`•.-f".4' i'll( 1 y-• •���0 /:(f st" ( �• ) •I. co r.11<- •''. .)il • i;fi.Yz:':/:•,.11:i u 1 'i-r 11 ) 1fb r' VJ n '11 i�'%'�.' ° ter �- )�t"" r' `-1 z 0 �,.... itsi:e_ . / : ICI • �: ° - :_ ,�, N _ . i el IltriflAnft �/'�(�1 r. W`� — .__ .•S_ ,_,�T� .IN �,` ` `;«—(.:III I„� / �i ,..i..) ppri,..,:.yi:/. CI. r, �� 1 •1'�VId •••y • �' ,\ram 151,= \V;-__/. ( —� CV W - i J v -• •..\t DIY • • !G• • ::: .v:..f.: I ''� a /' - . ? 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Crl .?..41;144,t4,-,-..-,---e&P.,....-,.... ,,,,t;a1,,,, , •:;,,,,,,1,...,::.°4gXt:;,',.,,.. ,,O.,..i.l.:£97.,. ,:..,,,,,r.;:f.,.: ..,,,,.f2; ..../..."7 I I • k..0 ':!•VAW.;!?:•Vi<AII::':P4IVPItkte:',V.41144W,..,:, ....r,...4A,MNIleg ''.ro•;et-;:Rp t'f•i0 4,of,',C I Il N 74•,,,..„,4•4,,,i,..o•k%-f,,,,,,„5,,,,..,,,,,,, ,..,..ii.,,,,,,.,,,,, ._,:;4?- _ ___ • , • 0.,k,.0,04-t- tgok.,„Llva:,,: ,;to:sitti t A In: L ..! .—•••2 I . • • - =___. • P-4/4.4.*4M'aVoi:,:r VA.wyr-.;:;Q: v-rw 1 EXPLANATION qtA4.4?—.40:00--;: •<-,1-,..-A.,,,A...fv,..,. • --..7.- • • - 1 , . . ...- .- 0,071k... . .1. v:, ....:,,N.•,,,.r ...-,4.-4-, :•.,..,:.,.-:.f., •valot741---.•-..,:vlir..:-.,,:.,•..:IliV....e...- w...00 • . i-,•:..--Acc.: ___= \F.) r. Y I I : _. ..J . _...... r' ...: • • B4 -1 40 BORING LOCATION AND NUMBEFI .: FOR PREVIOUS STUDY i BY GEO ENGINEERS, INC. -- : 44::'4,'.'r .a.. •<•77.7 ..,_ _—1—— i ji .• ., ri ks ! .'"..!". V.?:Af. 4r:-e.,ag.' == == •-.1 , - ,r.....*-,.:.0m :iir- ,.::::;`e.....34?.§i -.--. ''' '.e..,,Z, B.-1+ BORING LOCATION AND NUMBER 4:::).r.:,,:..::::,..,.._,L, FOR CURRENT STUDY •, --.--,r,-,,p,:4.- 'wig.,.,..fri..e5 a--.A-i:, HIIIIIIIIr . , •, Lc, 1 ' ---- 17. f . (68) DEPTH TO BEDROCK(FEET) •, , 11r,.0:" 400, .k-•-iP'`'41--• • .. .. tc) -ier 4:0'0::,ir - . • . --2 N - EXISTING RETAIL 1 '. . NOTE. .1 yr) '4 YThr-5 (:::!, tc3 1 . .\ :e • i i ti c..,-,._E C.. . WEp0RUIIN0DEN RorTANHEDSTHAOUTTHTHEENDCROOFSTSH-EHATCHED • - . ., • .., . . NEW PARKING GARAGE HAS BEEN ; - - • \\.... . DELETED. . . . . • \ .________-_. .1 __-----.. . • . i . • • I • 71 - . • 7... 4 'f '''..........",.. IIIIIIIIIIIIIIII ... •. . I • • . .._____---. :- .m...••••=....2........•••••- i • • ... ' -.; . • . ' ' • • . • SITE PLAN , . . . ._. . • • . . . . , . REFERENCE: DRAWING ENTITLED "VILLAGE PLACE NORTH, RENTON, ti WASH. , . lgineers • .4 Ge0 .1-Nk,Oe El. . FIGURE 2 `LEW' 1 • DATED 2 -10-90 BY CALL I SON . . • . .i .. . . .. • - . . • . .. ..• • . • '. -.- .-.-- •. - ..- •.. . • . . - • . •. .. . • • PRECISION MEASUREMENTS; INC. 3262 S.W.Fairmount Blvd.•Portland,OR 97201 • 503-228-1914 January 3 , 1992 DeWitt Construction Inc. 10910 NE Holman PO Box 20938 Portland, OR 97220 Subject:. Results of Load Tests in general accordance with ASTM 1143 & 3689 Items: Pile ID: Ti compression, tested 12/30/91 Pile ID: Ti tensile, tested on 12/31/91 Project: Renton Village Ass. , Renton, WA Attention: Mr. Wayne DeWitt, This report includes all required test data for the two load tests. Calibration information for the load cell is also included. The load cell calibration was recently checked at Oregon State University and was found to be still in conformance with the original calibration provided by the manufacturer, Professor M.T. Davisson. Calibration information is also provided for the two ram system used to perform the tensile load test The compression load test was run using load increments of 10% of design ( 12 tons) up to the total load of 200% of design ( 240 tons) . The pile was then unloaded in four equal decrements. The tensile test was run using 10 ton load increments up to the total load of 90 tons. Each load increment was maintained a minimum of five minutes with a hold period of 1/2 hour at total load. Both tests were observed by representatives from Geo Engineers. It has been a pleasure working with you on this project. If I can be of any further assistance in the future, please do not hesitate to call. Sincerely, Precision Measurements, Inc 7- c.c;:_ C . Bruce C. Lane President Renton Village Ass. Test Pile #1, Tested on 12/30/91 • 14"*60'Driven Grout - Compression Test • Deflection (Inches) 0 ------------ _ - -...-- - -- - - ----- -- - - - --- ----- --- .. - - -= _-• • 0.50 -- --- - �- —� -- - --- ------- - — - - - - II 0 20 40 60 80 100 120 40 160 180 200 220 240 Load in tons Precision Measurements, Inc. PRECISION MEASUREMENTS INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 •503-228-1914 DATA SHEET DeWitt Construction Inc. Renton Village Ass. - Compression Test - Quick Method Pile Identification: Ti 60 ' *14" driven grout Test Date: 12/30/1991 LOAD Dial Indicators % of Cell TIME Design Tons Reading Clock (Min) 41 #2 #3 #4 Aver. 10 12 99 10: 43 : 00 AM 0. 0. 008 0. 021 0. 014 0 . 006 0 . 012 10 12 99 10: 43 :30 AM 0 . 5 0 . 008 0. 021 0. 014 0. 006 0 . 012 10 12 99 10: 44 : 00 AM 1 0. 008 0 . 021 0. 014 0 . 006 0 . 012 10 12 99 10: 45 : 00 AM 2 0. 008 0. 021 0. 014 0 . 006. 0. 012 10 12 99 10: 46: 00 AM 3 0. 008 0. 021 0. 014 0. 006 0. 012 10 12 99 10: 48 : 00 AM 5 0. 008 0. 021 0. 014 0.006 0 . 012 20 24 198 10: 48 :30 AM 0 0. 015 0. 035 0 . 027 , 0. 016 0. 023 20 24 198 10 : 49 : 00 AM 0 . 5 0. 015 0. 035 0. 027 0 . 016 0. 023 20 24 198 10: 49 : 30 AM 1 0 . 016 0. 035 0. 027 0 . 016 0 . 024 20 20 24 198 10 : 50:30 AM ' 2 0 . 016 0 . 035 0. 027 0 . 016 0 . 024 20 24 198 10:51: 30 AM 3 0. 016 0 . 035 0 . 027 0. 016 0 . 024 20 24 198 10: 53 : 30 AM 5 0. 016 . 0. 035 0. 027 0 . 016 0 . 024 30 36 297 10: 54: 00 AM 0 0 . 025 0 . 048 0. 040 0. 025 0. 035 30 36 297 10: 54 : 30 AM 0. 5 0. 025 0. 048 0. 040 0 .025 0. 035 30 36 297 10: 55: 00 AM 1 0. 026 0 . 048 0. 040 0. 026 0 . 035 30 36 297 10: 56: 00 AM 2 0. 026 0 . 048 0. 040 0. 026 0 . 035 30 36 297 10: 57 : 00 AM 3 0. 026 0. 049 0. 040 0. 026 0. 035 30 36 297 10:59 : 00 AM 5 0. 026 0. 049 0 . 041 0. 026 0 . 036 40 48 396 10: 59: 30 AM 0 0. 036 0 . 060 0. 052 0 . 036 0. 046 40 48 396 11: 00: 00 AM 0 . 5 0 . 036 0 . 060 0. 052 0. 036 0. 046 40 48 396 11: 00: 30 .AM 1 0. 037 0. 061 0. 053 0 . 036 0.047 40 48 396 11 : 01: 30 AM 2 0. 037 0. 061 0. 053 0 . 037 0 . 047 40 . 48 396 11: 02: 30 AM 3 0. 037 0. 061 0. 054 0. 037 0. 047 40 48 396 11: 04: 30 AM 5 0.038 0. 062 0. 054 0. 037. .0. 048 50 60 495 11: 05: 00 AM 0 0 . 047 0. 073 0. 065 0. 047 0 . 058 50 60 495 11: 05:30 AM 0 . 5 0. 048 0 . 073 0. 066 0. 048 0 . 059 50 60 495 11: 06: 00 AM 1 0. 048 0 . 074 0. 066 0 . 048 0. 059 50 60 495 11: 07: 00 AM 2 0. 049 0. 075 0 . 067 0 .049 0. 060 50 60 495 11: 08: 00 AM 3 0 . 049 0. 075 0. 067 0 . 049 0. 060 50 60 495 11:10: 00 AM 5 0. 049 0. 075 0. 067 0 . 049 0 . 060 60 72 594 11: 10: 30 AM 0 0. 060 0 . 087 0. 080 0. 060 0. 072 60 72 594 11:11: 00 AM 0. 5 0. 060 0. 088 0.081 0. 061 0. 073 60 72 594 11:11: 30 AM 1 0. 061 0. 088 0 . 081 0.061 0. 073 60 72 594 11: 12: 30 AM 2 0. 062 0. 089 0. 082 0.062 0. 074 60 72 594 11:13 :30 AM 3 0. 062 0. 089 0. 083 .0. 062 0. 074 60 72 594 .11:15:30 AM 5 0. 062 0. 089 0. 083 0. 063 0. 074 PRECISION MEASUREMENTS, INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 •503-228-1914 DATA SHEET - DeWitt Construction Inc. Renton Village Ass . - Compression Test - Quick Method Pile Identification: Ti 601 *14" driven grout Test Date: 12/30/1991 • LOAD Dial Indicators of Cell TIME Design Tons Reading Clock (Min) %1 r2 n3 n4 Aver. 70 84 693 11 : 16 : 00 AM 0 0. 073 0.101 0 . 095 0. 074 0 . 086 70 84 693 11:16: 30 AM 0.5 0 . 073 0.102 0 . 096 0. 075 0 .087 70 84 693 11: 17 : 00 AM 1 0. 074 0 . 103 0. 097 0 . 076 0. 088 70 84 693 11: 18 : 00 AM 2 0. 075 0. 103 0. 098 0. 076 0. 088 70 84 693 11: 19 : 00 AM 3 0. 076 0. 104 0 . 099 0. 077 0 . 089 70 84 693 11:21: 00 AM 5 0. 076 0.105 0.099 0 . 077 0 .089 80 96 792 11:21 :30 AM 0 0 .087 0 .117 0 .113 . 0. 090 0 .102 80 96 792 11:22 :00 AM 0 .5 0 .087 0 .117 0 .113 0 .091 0 .102 80 96 792 11 :22 :30 AM 1 0 . 088 0 .118 0 .114 0 .092 0 .103 80 96 792 11 :23 :30 AM 2 0. 089 0 .119 0 .115 0 .093 0 .104 80 96 792 11 : 24 :30 AM 3 0 . 091 0 .121 0 .116 0 .094 0 .106 80 96 792 11:26 : 30 AM 5 0 . 091 0 . 121 0. 117 0. 094 0 .106 90 108 891 11: 27 : 00 AM 0 0.103 0.133 0 . 130 0. 108 0. 119 90 108 891 11 : 27: 30 AM 0 . 5 0. 103 0. 134 0. 130 0. 108 0. 119 90 108 891 11 : 28 : 00 AM 1 0 . 105 0 .135 0. 132 0. 110 0 . 121 90 108 891 11 : 29 : 00 AM 2 0. 105 0.136 0 . 133 0 . 111 0.121 90 108 891 11 : 30: 00 AM 3 0. 107 0. 137 0 . 134 0. 112 0 .123 90 108 891 11 : 32 : 00 AM . 5 0. 108 0.138 0 .135 0 .112 0 .123 100 120 990 11 : 32 : 30 AM 0 0 .120 0 .150 0 .148 0.129 0 .137 100 120 990 11 :33 : 00 AM 0 . 5 0 . 123 0 .151 0 .149 0.130 0 .138 100 120 990 11:33 : 30 .AM 1 0 .125 0 .153 0 . 151 0 .132 0 .140 100 120 990 11 : 34 :30 AM 2 0 .127 0 .155 0 .153 0.133 0 .142 100 120 990 11 :35 : 30 AM 3 0 .128 0 .156 0 .154 0 .135 0 .143 100 120 990 11: 37 :30 AM 5 0 .129 0 .157 0. 155 0.136 0.144 110 132 1089 11:38: 00 AM 0 0. 143 0.170 0 .169 0 . 152 0.159 110 132 1089 11: 38 : 30 AM 0 . 5 0.144 0. 171 - 0. 170 0. 153 0.160 110 132 1089 11: 39: 00 AM 1 0.146 0.172 0. 171 0 . 154 0.161 110 132 1089 11:40: 00 AM 2 0.147 0.174 0. 173 0 . 155 0. 162 110 132 1089 11: 41 : 00 AM 3 0. 149 0. 175 0. 174 0. 156 0.164 110 132 1089 11:43 : 00 AM 5 0.150 0.176 0. 175 0.157 0.165 120 144 1188 11:43 : 30 AM 0 0.163 0.189 0 .190 0 .173 0 .179 120 144 1188 11:44: 00 AM 0 .5 0 .164 0 .190 0 .191 0.174 0 .180 120 144 1188 11:44 :30 AM 1 0 .166 0 .192 0 .193 0.175 0.182 120 144 1188 11:45 :30 AM 2 0.168 0 .193 0.194 0 .177 .0 .183 120 144 1188 . 11 :46 :30 AM 3 0 .169 .0.195 0. 196 0.179 0 .185 120 144 1188 11:48:30 AM . 5 0. 170 0.196 0.197 0.180 0.186 130 156 1287 11: 49: 00 AM .' 0 0.186 0. 21 0. 213 0. 197 0. 202 • • PRECISION. MEASUREMENTS, INC. 3262 S.W.Fairmount Blvd. • Portland,OR 97201 • 503-228-1914 DATA SHEET - DeWitt Construction Inc. Renton Village Ass. - Compression Test - Quick Method Pile Identification: T1 60 ' *14" driven grout Test Date: 12/30/1991 LOAD Dial Indicators of Cell TIME Design Tons Reading Clock (Min) #1 #2 #3 #4 Aver. 130 156 1287 11 : 49 : 30 AM 0 . 5 0 . 187 0 . 212 0 . 215 0 . 199 0 . 203 130 156 1287 11 : 50 : 00 AM 1 0 . 188 0. 213 0 . 216 0. 200 0 . 204 130 156 1287 11 : 51 : 00 AM 2 0. 190 0. 214 0. 217 0 . 202 0 . 206 130 156 1287 11: 52 : 00 AM 3 0 . 191 0. 216 0 . 218 0. 203 0. 207 130 156 1287 11: 54 : 00 AM 5 0. 192 0. 217 0. 220 0. 204 0.208 140 168 1386 11 : 54 : 30 AM 0 0 . 208 0. 232 0. 236 0 . 221 0. 224 140 168 1386 11: 55 : 00 AM 0 . 5 0. 209 0. 232 0. 237 , 0. 222 0 . 225 ' 140 168 1386 11: 55 : 30 AM 1 0 . 211 0. 235 0. 240 0 . 225 0. 228 140 168 1386 11 : 56 : 30 AM 2 0 . 213 0. 236 0 . 241 0. 226 0. 229 140 168 1386 11 : 57 : 30 AM 3 0. 215 0 .238 0 . 242 0. 228 0. 231 140 168 1386 11 : 59 : 30 AM 5 0 . 216 0 . 240 0 . 244 0 . 231 0 . 233 150 180 1485 12 : 00 : 00 PM 0 0 . 232 0 . 254 0. 260 0 . 246 0. 248 150 180 1485 12: 00: 30 PM 0 . 5 0. 233 0. 255 0 . 260 0 . 247 0 . 249 150 180 1485 12: 01: 00 PM 1 0. 235 0 . 257 0.262 0. 249 0. 251 150 180 1485 12 : 02 : 00 PM 2 0 . 237 0 . 260 0. 265 0. 252 0. 254 150 180 1485 12 : 03 : 00 PM 3 0 . 239 0 . 261 0 . 267 0 . 253 0. 255 150 180 1485 12 : 05 : 00 PM 5 0 . 241 0.263 0 . 268 0 . 255 0 . 257 160 192 1584 12: 05 : 30 PM 0 0. 256 0. 279 0. 286 0 . 272 0 . 273 160 192 1584 12 : 06 : 00 PM 0 . 5 0 . 257 0 . 279 0. 287 0 . 273 0 . 274 160 192 1584 12: 06: 30 PM 1 0 . 259 0 . 281 0. 289 0 .275 0. 276 160 192 1584 12 : 07 : 30 PM 2 0. 261 0. 283 0. 291 0. 277 0 . 278 160 192 1584 12 : 08 : 30 PM 3 0. 263 0. 285 0. 293 0. 280 0 . 280 160 192 1584 12 : 10 : 30 PM 5 0. 265 0. 287 0 . 295 0. 283 0. 283 170 204 1683 12:11: 00 PM 0 0. 282 0 . 303 0 . 312 0. 301 0. 300 170 204 1683 12 : 11: 30 PM 0 . 5 0. 283 0 . 304 0 . 313 0 .301 0. 300 170 204 1683 12: 12: 00 PM 1 0. 285 0.306 0 . 315 0 . 304 0 . 303 170 204 1683 12: 13 : 00 PM 2 0. 288 0. 308 0. 318 0. 306 0 .305 170 204 1683 12: 14: 00 PM 3 0 . 289 0 .310 0 .319 0. 308 0.307 170 204 1683 12: 16 : 00 PM 5 0. 292 0.313 0.322 0. 310 0.309 180 216 1782 12: 16: 30 PM 0 0. 307 0.328 0.338 0. 328 0 . 325 180 216 1782 12: 17: 00 PM 0. 5 0. 308 0. 329 0.339 0. 329 0. 326 180 216 1782 12 : 17:30 PM 1 0. 310 0. 331 0.341 0. 331 0 . 328 180 216 1782 12: 18:30 PM 2 0. 314 0.334 0. 345 0. 334 0. 332 180 216 1782 12:19 : 30 PM 3 0 . 315 0.335 0.346 0 . 336 0 . 333 180 216 1782 12: 21:30 PM 5 0. 318 0. 338 0. 349 0. 339 0.336 190 228 1881 12 :22: 00 PM 0 0. 335 0 . 354 0 . 367 0. 357 0. 353 190 228 1881 12:22 : 30 PM 0. 5 0. 336 0. 355 0.367 0. 358 0 . 354 PRECISION MEASUREMENTS, INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 • 503-228-1914 DATA SHEET - DeWitt Construction Inc. ton Village Ass. - Compression Test - Quick Method e Identification: Ti 60 ' *14" driven grout t Date: 12/30/1991 LOAD Dial Indicators f Cell TIME ign Tons Reading Clock (Min) #1 n2 03 #4 Aver. a0 228 1881 12 : 23 : 00 PM 1 0 . 338 0 . 357 0 . 370 0.360 0 . 356 30 228 1881 12 : 24 : 00 PM 2 0. 341 0 . 360 0 . 373 0. 363 0 . 359 )0 228 1881 12 : 25 : 00 PM 3 0 . 343 . 0 . 362 0. 376 0. 366 0. 362 )0 228 1881 12 : 27 : 00 PM 5 0. 345 0 . 365 0 . 378 0. 368 0 . 364 )0 240 1980 12 : 27: 30 PM . 0 0. 362 0. 381 0. 396 0 . 387 0. 382 )0 240 1980 12 : 28 : 00 PM 0 . 5 0 .363 0 . 382 0. 396 0 .387 0 .382 )0 240 1980 12 : 28 : 30 PM 1 0.365 0 . 384 0 . 399 0. 391 0.385 )0 240 1980 12 : 29 : 30 PM 2 0 .368 0. 386 0. 402 0 . 393 0.387 )0 240 1980 12 : 30 : 30 PM 3 0 .369 0 . 388 0. 405 0 . 396 0 . 390 )0 240 1980 12 : 32: 30 PM 5 0 .373 0 . 391 0. 408 0 . 399 0 . 393 )0 240 1980 12 : 37: 30 PM 10 0. 378 0 . 396 0 . 413 0. 404 0. 398 0 240 1980 12 : 42 : 30 PM 15 0 . 381 0. 400 0. 416 0 .408 0. 401 0 240 1980 12 : 47 : 30 PM 20 0 .384 0 . 402 0. 419 0 . 410 0.404 0 240 1980 12 : 52 : 30 PM 25 0 .386 0 . 404 0 . 421 0. 413 0 . 406 0 240 1980 12 : 57: 30 PM 30 0.387 0. 405 0. 422 0. 413 0 . 407 i 0 180 1485 01 : 00 : 00 PM 0 0 . 340 0 . 356 0. 375 0. 367 0 . 360 0 180 1485 01: 00 : 30 PM 0 . 5 0 .340 0 . 356 0 . 374 0 . 360 0 . 358 0 180 1485 01 : 01 : 00 PM 1 0. 340 0 . 356 0. 374 0 . 366 0 . 359 0 180 1485 01 : 02 : 00 PM 2 0 . 339 0. 355 0 . 373 0 . 364 0. 358 0 180 1485 01 : 03 : 00 PM 3 0 . 338 0. 354 0 . 372 0 . 364 0. 357 0 180 1485 01: 05 : 00 PM 5 0 . 338 0. 354 . 0. 372 0. 364 0 . 357 0 120 990 01 : 06 : 00 PM 0 0. 270 0 . 283 0 . 300 0. 295 0. 287 0 120 990 01: 06 : 30 PM 0 . 5 0. 270 0 . 283 0. 300 0.294 0. 287 0 120 990 01 : 07 : 00 PM 1 0. 268 0 . 280 0. 298 0. 292 0 . 285 0 120 990 01 : 08 : 00 PM 2 0 . 267 0. 280 0 . 297 0. 292 0. 284 ) 120 990 01 : 09 : 00 PM 3 0. 266 0. 279 0 . 296 0 .291 0 . 283 120 990 01 : 11: 00 PM 5 0 . 265 0 . 278 0. 295 0. 290 0. 282 ) 60 495 01: 12 : 00 PM 0 0. 187 0 . 190 0. 206 0. 207 0.198 ) 60 495 01 : 12 : 30 PM 0 . 5 0 . 186 0 . 190 0 . 205 0. 207 0.197 ) 60 495 01 : 13 : 00 PM 1 0. 183 0.187 0. 202 0. 204 0. 194 60 495 01: 14: 00 PM 2 0.182 0. 186 0 . 201 0. 203 0. 193 ) 60 495 01 : 15 : 00 PM . 3 0. 181 0. 185 0 . 200 0. 202 0. 192 ) 60 495 01 : 17: 00 PM 5 0.179 0. 183 . 0. 198 0. 201 0.190 I 1 0 0 01 : 18 : 00 PM 0 0. 085 0 . 082 . 0. 084 0. 083 0 . 084 0 0 01 : 18:30 PM 0. 5 0. 084 0 . 081 0. 083 0. 082 0. 083 0 0 01 : 19 : 00 PM 1 0. 083 0. 081 0. 082 0. 081 0. 082 1 0 0 01 : 20 : 00 PM 2 0. 081 0. 079 0. 080 0. 078 0.080 0 0 01 : 21 : 00 PM 3 0. 080 0 . 078 0. 079 0. 077 0. 079 PRECISION MEASUREMENTS, INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 • 503-228-1914 DATA SHEET - DeWitt Construction Inc. Renton Village Ass. - Compression Test - Quick Method Pile Identification: Ti 60 ' *14" driven grout Test Date: 12/30/1991 LOAD Dial indicators of Cell TIME Design Tons Reading Clock (Min) #1 #2 #3 #4 Aver. 0 0 0 01 : 23 : 00 PM 5 0. 078 0. 076 0 . 077 0. 074 0. 076 0 0 0 01: 28 : 00 PM 10 0. 075 0. 074 0. 074 0 . 071 0 . 074 0 0 0 01: 33 : 00 PM 15 0. 074 0 . 073 0 . 073 0 . 070 0 . 073 Renton Village Ass. • Test Pile #1, Tested on 12/31/91 14"*60' Driven Grout -- Tensile Test • Deflection (Inches) --- --- ------ - ,_-.ter - --- -- 0 10 20 30 toad 06070E3C) 90 100 In Tons • Precision Measurements, Inc. • • • PRECISION MEASUREMENTS INC. 3262 S.W.Fairmount Blvd.•Portland,OR 97201 • 503-228-1914. DATA SHEET - DeWitt Construction Inc. .enton Village Ass. - Tensile Test -Quick Method ?ile Identification: Ti • 60 ' *14" driven grout rest Date: 12/31/1991 LOAD Dial Indicators s of Gauge TIME )esign Tons PSI Clock (Min) #1 #2 #3 #4 Aver. 22. 2 10 520 11: 58 : 00 AM 0 0. 007 0. 009 0 . 006 0. 006 0. 007 22. 2 10 520 11: 58.: 30 AM 0. 5 0. 007 0.009 0 . 006 0. 006 0. 007 22 . 2 10 520 11: 59 : 00 AM 1 0. 008 0 . 009 0. 007 0. 007 0. 008 22. 2 10 520 12 : 00 : 00 PM 2 0. 008 0. 009 0. 007 0. 007 0. 008 22. 2 10 520 12: 01 : 00 PM 3 0. 008 0. 009 0. 007 0. 007 0. 008 22. 2 10 520 12: 03 : 00 PM 5 0. 008 0. 009 0. 007 0. 007 0. 008 44 . 4 20 970 12: 03 : 30 PM 0 0. 018 0.023 0 . 018 , 0. 016 0. 019- 44 . 4 20 970 12: 04 : 00 PM 0 . 5 0. 018 0 . 023 0 . 019 0. 016 0. 019 44. 4 20 970 12: 04 : 30 PM 1 0 . 019 0 .025 0. 020 0. 017 0. 020 44. 4 20 970 12 : 05: 30 PM 2 0 . 020 0. 025 0. 021 0. 018 0. 021 44. 4 20 970 12: 06: 30 PM 3 0 . 020 0 . 025 0 . 021 0. 018 0 . 021 44. 4 20 970 12: 08 : 30 PM 5 0. 020 0 . 025 0 . 021 .0 . 018 0. 021 66. 6 30 1410 12: 09: 00 PM 0 0. 032 0. 041 0. 035 0. 028 0. 034 66. 6 30 1410 12 : 09: 30 PM 0 . 5 0. 032 0. 041 0. 035 0. 028 0. 034 56. 6 30 1410 12 : 10: 00 PM 1 0. 034 0 . 043 0. 036 0. 029 0. 036 56. 6 30 .1410 12 :11: 00 PM 2 0. 034 0. 043 0 . 037 0. 030 0. 036 56. 6 30 1410 12: 12: 00 PM 3 0. 034 0 . 043 0. 037 0 . 030 0. 036 56. 6 30 1410 12 : 14 : 00 PM 5 0. 035 0. 044 0. 038 0. 030 0. 037 38 . 8 40 1870 12: 14 : 30 PM 0 , 0 . 051 0 . 065 0 . 055 . 0. 043 0 . 054 38 . 8 40 1870 12: 15 : 00 PM 0. 5 0. 051 0. 065 0. 055 0. 043 0. 054 38 . 8 40 1870 12: 15: 30 PM 1 0. 053 0. 067 0 . 057 0. 045 0. 056 ;8. 8 40 1870 12 : 16: 30 PM 2 0. 054 0. 068 0. 058 0. 046 0. 057 8. 8 40 1870 12: 17: 30 PM 3 0. 054 0. 068 0. 058 0. 046 0 . 057 :8 . 8 40 1870 12: 19: 30 PM 5 0 . 055 0. 069 0. 059 0. 047 0. 058 111 50 . 2325 12: 20: 00 PM 0 0. 078 0. 108 0. 092 0. 069 0 . 087 111 50 2325 12: 20 : 30 PM 0. 5 0. 084 0.109 0. 092 . 0. 069 0. 089 • 111 50 2325 12: 21: 00 PM 1 0. 089 0. 114 0. 097 0. 073 0. 093 111 50 2325 12 :22: 00 PM 2 0. 091 0.116 0. 098 0.075 0.095 111 50 2325 12: 23 : 00 PM 3 0. 092 0.118 0 . 099 0. 076 0. 096 111 50 2325 12:25 : 00 PM 5 0. 093 0.118 0.100 0.076 0. 097 133 60 2780 12:30:30 PM 0 0.116 0. 147 0 . 122 . 0. 095 0. 120 133 60 2780 12: 31: 00 . PM 0. 5 0. 118 0.148 0 .123 0.095 0.121 133 60 2780 12: 31: 30 PM . 1 0.122 0.152 0.127 0.099 0. 125 133 60 . 2780 12: 32: 30 PM 2 0. 122 0.153 0. 128 0. 099 0.126 133 60 2780 12: 33 :30 PM 3 0.124 0. 155 0. 129 0. 101 0.127 133 60 2780 12: 35:30 PM . . . 5 0. 125 0.156 0.130 0. 102 0.128 133 60 2780 12: 40: 30 PM 10 0. 129 0 .16 0 . 136 0.109 0.134 PRECISION MEASUREMENTS 'INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 • 503-228-1914 DATA SHEET - DeWitt Construction Inc. Renton Village Ass . - Tensile Test - Quick Method Pile Identification: Ti 60 ' *14" driven grout Test Date: 12/31/1991 LOAD Dial Indicators of Gauge TIME Design Tons PSI Clock (Min) #1 #2 #3 #4 Aver. 156 70 3210 12 : 41: 00 PM 0 0. 150 0. 192 0.164 0. 131 0. 159 156 70 3210 12: 41 : 30 PM 0 . 5 0. 151 0. 193 0. 164 0. 132 0.160 156 70 3210 12: 42: 00 PM 1 0. 160 0. 197 0. 167 0 . 134 . 0. 165 156 70 3210 12: 43 : 00 PM 2 0. 162 0.199 0.169 0.135 0. 166 156 70 3210 12 : 44 : 00 PM 3 0. 163 0 . 200 0. 170 0 .137 0 .168 156 70 3210 12: 46 : 00 PM 5 0. 165 0. 202 0. 172 0 . 139 0 . 170 156 70 3210 12 :51: 00 PM 10 0.167 0 .204 0. 174 0.14 0.171 ' 178 80 3675 12 : 51: 30 PM 0 0. 202 0.244 0. 210 0. 171 0. 207 178 80 3675 12 : 52: 00 PM 0 . 5 0 . 203 0. 245 0. 211 0 . 172 0 . 208 178 80 3675 12 : 52 : 30 PM 1 0. 210 0. 252 0. 217 0. 177 0. 214 178 178 80 3675 12 : 53 : 30 PM 2 0 . 210 0. 252. 0. 217 0 . 177 0.214 178 80 3675 12 : 54 : 30 PM 3 0.214 0. 256 0 . 220 0 . 180 0. 218 178 80 3675 12 : 56 :30 'PM 5 .0. 249 0. 289 0. 253 0. 217 0. 252 178 80 3675 01: 01: 30 PM 10 0. 259 0 .299 0. 262 0 . 225 0. 261 178 80 3675 01 : 06 : 30 PM 15 0. 265 0. 305 0. 268 0 . 231 0. 267 200 90 4120 01 : 07: 00 PM 0 0. 302 0. 347 0. 308 0. 267 0. 306 200 90 4120 01 : 07: 30 PM 0 . 5 0. 306 0.352 0. 310 0. 268 0. 309 200 90 4120 01 : 08 : 00 PM 1 0 . 315 0. 362 0. 321 0. 278 0. 319 200 90 4120 01: 09 : 00 PM 2 0 . 328 0. 375 0 . 334 0. 292 0 . 332 200 90 4120 01 : 10 : 00 PM 3 0. 337 0 . 383 . 0. 341 0. 298 0. 340 200 90 4120 01 : 12 : 00 PM 5 0.359 0. 406 0 . 363 0 . 321 0 . 362 200 90 4120 01 : 17: 00 PM 10 0. 373 0 . 420 0. 377 0. 334 0 . 376 200 90 4120 01 : 22: 00 PM 15 0. 391 0.439 0. 397 0. 355 0. 396 200 90 4120 01: 27: 00 PM 20 0. 439 0.486 0. 444 0 .399 0.442 200 90 4120 01 : 32: 00 PM 25 0. 504 0. 542 0. 502 0. 463. 0. 503 200 90 4120 01 : 37: 00 PM 30 0. 512 0.550 0.510 0. 471 0. 511 156 70 3030 01: 38 : 00 PM 0 0. 492 0. 527 0. 491 0. 455 0 . 491 156 70 3030 01 : 38 : 30 PM 0. 5 0. 492 0 . 527 0 . 490 0. 455 0 .491 156 70 3030 01: 39 : 00 PM 1 0.492 0.526 0. 490 0. 455 0 . 491 156 70 3030 01 : 40: 00 PM 2 0 . 492 0. 526 0 . 490 0. 455 0. 491 156 70 3030 01 : 41: 00 PM 3 0. 492 0.526 0. 490 0. 455 0. 491 156 70 3030 01 : 43 : 00 PM 5 0. 491 0. 525 0. 490 0. 455 0 . 490 111 50 2170 01 : 43 : 30 PM 0 0. 441 0. 463 0.437 0. 412 0. 438 111* 50 2170 01: 44: 00 PM 0.,5 0. 440 0. 462 0 . 436 0. 412 0. 438 111 50 2170 01 : 44 : 30 PM 1 0 . 440 0. 462 0. 436 0.412 0 . 438 111 50 2170 01: 45 : 30 PM 2 0. 440 0. 462 0. 436 0. 411 0 . 437 111 50 2170 01: 46: 30 PM . 3 0. 439 0.462 0.435 0. 411 0.437 111 50 2170 01: 48 : 30 PM 5 0.439 0.462 0. 435 0.411 0. 437 ;6. 6 30 1300 01 : 49 : 00 PM 0 0. 373 0. 384 0. 367 0.355 0.370 - PRECISION MEASUREMENTS, INC. 3262 S.W.Fairmount Blvd. •Portland,OR 97201 •503-228-1914 DATA SHEET - DeWitt Construction Inc. Renton Village Ass. - Tensile Test - Quick Method Pile. Identification: Ti 60 ' *14" driven grout Test Date: 12/31/1991 LOAD Dial Indicators of Gauge TIME Design Tons PSI Clock (Min) #1 #2 . #3 #4 Aver. 66. 6 30 1300 01: 49 : 30 PM 0 . 5. 0. 372 0 . 383 0. 367 0.354 0 . 369 66. 6 30 1300 01 : 50: 00 PM . 1 0. 372 0. 383 0. 366 0 . 354 0. 369 66 . 6 30 1300 01: 51: 00 PM 2 0. 368 0 . 379 0. 363 0. 351 0 . 365 66 . 6 30 1300 01 : 52 : 00 PM 3 0. 368 0 . 378 0 . 362 0. 350 0. 365 66. 6 30 1300 . 01:54 : 00 PM 5 0. 367 0. 378 0.361 0. 349 0. 364 22. 2 10 460 01:54 : 30 PM 0 0. 286 0. 285 0 . 279 0.278 0. 282 22. 2 10 460 01: 55 : 00 PM 0 . 5 0. 285 0.285 0. 278 , 0.277 0. 281 22. 2 10 460 01: 55 : 30 PM 1 0. 285 0: 285 0. 278 0. 277 0. 281 22. 2 10 460 01 : 56 : 30 PM 2 0 . 280 0. 279 0 . 273 0.272 0 .276 22. 2 10 460 01: 57: 30 PM 3 0. 278 0. 278 0. 272 0. 270 0. 275 22. 2 10 - 460 01: 59 : 30 PM 5 0. 277 0. 277 0 . 271 0 . 270 0. 274 0 0 0 02: 00 : 00 PM 0 0. 231 0. 224 0. 223 0. 226 0.226 0 0 0 02: 00 : 30 PM 0. 5 0. 229 • 0. 222 . 0. 221 .0. 225 0. 224 0 0 0 02: 01 : 00 PM 1 0.227 0.220 0 . 219 0.224 0. 223 0 0 0 02 : 02 : 00 PM 2 0 . 224 0 . 218 0. 217 0. 222 0. 220 0 0 0 02 : 03 : 00 PM 3 0. 224 0. 217 0. 216 0.221 0. 220 0 0 0 02: 05 : 00 PM 5 0 . 223 • 0 . 217 0. 215 0. 220 0. 219 • GeoEngineers February 24, 1992 Consulting Engineers Renton Village Associates and Geoscientists Evergreen Building Renton, Washington 98055 Offices in Washington, Attention: Mr. Loren Laskow Oregon and Alaska GeoEngineers, Inc. is pleased to submit four copies of our "Report of Geotechnical Engineering Services, Proposed Village Place North Office Building and Parking Garage, Renton, Washington. " The scope of our initial services is described in our revised proposal dated October 4, 1991. These services were authorized by you on October 14, 1991. A supplemental phase of our services dealt with the use of driven grout piles for the.project. Portions of the results of our study have been discussed with representatives of Lease Crutcher Lewis, KPFF and The Callison Partnership as our findings were developed. A letter report summarizing the results of a load test program for driven grout piles was submitted on January 29, 1992. We have enjoyed serving you on this interesting project. If you have any questions regarding the contents of this report and when we can be of further service, please contact us. Yours very truly, GeoEngineers, Inc. J � 3. S James B. Thompson, P.E. Principal RMM:HRP:JBT:cs cc: Lease Crutcher Lewis Attn: Mr. Bill Guedel KPFF Attn: Mr. Ron Klemencic Mr. John Tessem The Callison Partnership Attn: Mr. Brian Cloepfil File No. 1183-002-R05 GeoEngineers,Inc. 8410 154th Avenue N.E. Redmond,WA 98052 Telephone(425)861-6000 Fax(425)861-6050 www.geoengineers.com TABLE OF CONTENTS Page No. INTRODUCTION SCOPE 1 SITE CONDITIONS 1 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 2 CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL 4 SITE PREPARATION AND EARTHWORK 4 Site Preparation 4 Structural Fill 4 Fill Settlement 65 PILE FOUNDATIONS 6 General 6 Axial Capacity 6 Pile Downdrag 7 Settlement 8 Lateral Resistance 8 Installation 8 FLOOR SLAB SUPPORT 09 ENTRIES, SIDEWALKS AND UTILITIES 10 PAVEMENTS 10 SEISMIC DESIGN CRITERIA 11 LIMITATIONS 11 12 List of Figures Figure No. VICINITY MAP SITE PLAN 1 LATERAL PILE CAPACITY DRIVEN GROUT PILES 2 3 APPENDIX Page No. FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS A-1 LABORATORY TESTING A-1 A-2 List of Appendix Figures Figure No. SOIL CLASSIFICATION SYSTEM KEY TO BORING LOG SYMBOLS A-1 BORING LOGS A-2 CONSOLIDATION TEST RESULTS A-11 A-3 t and A-10 A-12 i REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED VILLAGE PLACE NORTH OFFICE BUILDING AND PARKING GARAGE RENTON, WASHINGTON FOR RENTON VILLAGE ASSOCIATES INTRODUCTION This report presents the results of our geotechnical engineering services for the proposed Village Place North Office building and parking garage in Renton, Washington. The site location is shown on the Vicinity Map, Figure 1. We have previously completed geotechnical studies for the Renton 2 and Renton 3 office buildings which are situated to the east and southeast. In addition, we prepared a preliminary design report and drilled one boring for the proposed Renton 4 project. The results from our previous study for the Renton 4 project are presented in our report dated September 9, 1986. We submitted a letter report on January 29, 1992 which describes the results of a test pile program for driven grout piles proposed for use on this project. The project includes a parking garage which will be a separate structure from the office building. The proposed locations of the office building and parking garage with respect to existing site features, our previous boring, and our current borings are shown in Figure 2. The proposed office building will be ten stories in height with plan dimensions of about 140 feet by 280 feet. The garage will be situated about 80 feet west of the office building. The garage will have five levels with an east-west dimension of 200 feet and a north-south dimension of 360 feet. We understand that the lower floor slab for the office building will be established a few feet above existing grade. Column loads are expected to be up to 800 tons. SCOPE The purposes of our services are to evaluate the subsurface soil and ground water conditions at the site and to develop geotechnical recommenda- tions and design criteria for the proposed buildings. Our specific scope of services includes the following tasks: • 1. Explore soil, rock, and ground water conditions by drilling eight additional test borings at the office building and parking garage sites. 2. Accomplish laboratory tests to evaluate pertinent engineering characteristics of the soils and rock units encountered, in the borings. 3. Provide recommendations for pile foundations and large-diameter. caissons (if appropriate) including capacity-penetration relationships, installation criteria, and special considerations for pile driving and caisson installation. 4. Estimate the magnitude and rate of settlement for the recommended foundation system(s) . 5. Provide recommendations for site preparation and grading including stripping and removal of abandoned foundations, imported fill and compaction criteria, and utility connections to the 'pile- or caisson-supported structures. 6. Evaluate ground water conditions and provide recommendations regarding temporary and permanent drainage measures. 7. Develop recommendations for support of lower building floor slabs. 8. Provide seismic design criteria for evaluation using UBC (Uniform Building Code) design procedures. 9. Develop recommendations for design of pavements. 10. Prepare a writ1ten' report containing our conclusions and recom- mendations along with the supporting field and laboratory data. SITE CONDITIONS SURFACE CONDITIONS' The majority of the site is a paved parking area for an existing retail store (Ernst) to the south, several existing retail stores to the east and a bank (Key Bank) near South Grady Way. The garage site is mostly unpaved in, the west half and paved in the east half. A fill pad which is 3 to 6 feet higher than surrounding grades is present in the southwest portion of the garage site. The fill pad is approximately 180 feet long and 100 feet wide. ! The existing parking area is generally level, except along the margins of the fill pad, which are steeply sloping. The fill pad and a small vacant field north of the fill pad are both vegetated with grass and light brush. ' ' 2 • Overhead transmission lines extend in a north-south direction along the western edge of the site. The lines then jog to the southeast in the southern portion of the site. SUBSURFACE CONDITIONS Subsurface conditions at the site were explored by drilling eight borings near the corners and edges of the proposed structures, as shown on the Site Plan, Figure 2. A description of our field exploration and laboratory testing programs, including the boring logs, is presented in the Appendix. The borings encountered somewhat variable subsurface conditions. However, the general sequence of fill and alluvial soils over sandstone bedrock is consistent with previous subsurface explorations which we have accomplished in the Renton Village complex. The site is mantled by varying thicknesses of fill. At some boring locations, the contact between the fill, and the underlying alluvial deposits is difficult to determine. We interpret the upper 2-1/2 to 7 feet of soils at the boring locations to be fill. Greater depths of fill may be present in the area of the existing bank. The fill encountered in our borings consists of loose to medium dense fine or fine to medium sand with varying amounts of silt, gravel and cobbles. The fill is underlain by a complex sequence of soft peat, soft to medium stiff silt and organic silt, and loose to dense sand overlying bedrock. The upper portion of the bedrock is highly weathered and consists of loose to medium dense fine to medium sand. Moderately competent sandstone was encountered at depths below the ground surface ranging from 40 feet in borings B-1 and B-7 to about 68 feet in boring B-8. Based on our experience in the immediate area, the thickness of weathered sandstone and the depth to moderately competent sandstone may be quite variable between the borings. The ground water levels observed during the exploration program are indicated on the individual boring logs. Standpipe piezometers were installed in borings B-7 and B-8. Water levels were subsequently measured at 4.3 and 7.0 feet below the ground surface in borings B-7 and B-8, respectively, on December 30, 1991. Fluctuations in the ground water level - should be expected due to variations in seasonal precipitation. 3 i • • CONCLUSIONS AND RECOMMENDATIONS GENERAL We recommend that the new structures be supported on piles which are driven into the moderately competent sandstone. The lower floor slabs of the new structures should also be pile-supported to eliminate the potential for long-term differential settlement between the slabs and the building frames. SITE PREPARATION AND EARTHWORK Site Preparation: We recommend that all brush and sod be stripped from building and new pavement areas and wasted. Existing asphalt pavement can be left in place within the new building areas, provided that it will not interfere with installation of piles and utilities. Existing asphalt in new pavement areas can be left in place, provided it is broken into relatively • small pieces (less than 1 foot maximum dimension) as necessary to promote drainage. The existing bank building fronting Grady Way will likely be demolished. Foundation elements and slabs for this abandoned building should be removed since they could interfere with new pile installation. Any existing piles used for support of the bank building should be cut off at least 2 feet below the bottom of new pile caps or planned slab subgrade elevations. Existing foundation elements and slabs in new pavement areas can generally be left in place; however, foundation walls or other elements which protrude to within 2 feet of finished grade in new pavement areas should be removed. Any existing voids (i.e. , manholes or vaults) or new depressions created during site preparation should be cleaned of loose soil or debris and backfilled with structural fill. The surficial soils at the site are moisture-sensitive and will be difficult to work on or compact during wet weather. It will be preferable to schedule site preparation and earthwork during periods of extended dry weather when these soils will be less susceptible to disturbance and will provide better support for construction equipment. If construction activities extend through g prolonged periods of wet weather, it may be desirable to leave the existing asphalt pavement intact to provide a temporary working surface. In areas which are presently unpaved, it might be necessary to protect the subgrade from disturbance by I'providing a crushed-rock or clean sand and gravel working surface. 4 • After stripping, demolition and void filling are complete, we recommend that pavement subgrade areas ' be proofrolled with heavy, rubber-tired construction equipment if site preparation is done during prolonged dry weather. If this work is done during wet weather, the exposed subgrade areas should be probed and all but lightweight construction equipment kept off the subgrade. Any soft, loose or otherwise unsuitable areas detected should be recompacted, if practical, or removed and replaced with structural fill. We recommend that the probing and proofrolling of subgrade areas be observed by a representative of our firm to identify areas needing remedial work and to assess the adequacy of subgrade conditions. Structural Fill: All new fill. in sidewalk and pavement areas should be placed as compacted structural fill. The fill should be placed _ in horizontal lifts not exceeding 10 inches in loose thickness and mechanically compacted to a firm, nonyielding condition. Fill placed in pavement areas • or in utility trenches within 2 feet of the finished subgrade surface should be compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D-1557. Fill placed in pavement areas and utility trenches at depths greater than 2 feet below the finished subgrade should be compacted to at :least 90 percent (ASTM D-1557) . Fill placed in the building areas need only be compacted to the degree required for support of construction equipment and to construct floor slabs. All structural fill material should be free of debris, organic contaminants and rock fragments larger than 6 inches. Particle sizes larger than 3 inches should be excluded from the top 1 foot of the fill. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing No. . 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain no more than about 5 percent fines for placement in wet weather. The percent fines can be higher for placement in dry weather, providing that the fill material is moisture-conditioned . as necessary for proper compaction. The existing fill pad in the southern portion of the new parking garage I location should be considered as a source of structural fill only if it will be worked during periods of prolonged dry weather, since this fill has a . . i 5 relatively high percentage of fines and is highly moisture sensitive. This fill should be capped with a layer of the clean sand and gravel fill, where appropriate. We recommend that a representative from our firm observe the placement and compaction of structural fill. An adequate number of in-place density tests should be performed as the fill is being placed to determine if the required degree of compaction is being achieved. Fill Settlement: We understand that on the order of 2 to 5 feet of fill will be placed in building and pavement areas to achieve the desired grades. This fill will be underlain by variable thicknesses of soft compressible soils which will settle under the weight of the fill. We estimate that 3 feet of fill will result in about 3 to 6 inches of settlement. Smaller or larger thicknesses. of fill will cause proportionately lesser or greater magnitudes of settlement. We expect that a majority of this settlement (e.g. , on the order of 50 to 60 percent) will occur within two months of fill placement. However, a significant amount of settlement (e.g. , on the order of 40 to 50 percent) is likely to occur over a period of several years due to the slow rate of consolidation in the peat layers. For this reason, we recommend that the lower floors for the new parking garage and the new office building be pile.supported. The potential effects of fill induced settlements on existing buried utilities should be considered in design. Potential effects of these settlements on the proposed new facilities are addressed in later sections of this report. PILE FOUNDATIONS General: We recommend that the new structures be supported on piles extending through the upper compressible deposits and lower sand strata into the underlying bedrock. The depths at which the upper surface of the moderately competent bedrock were encountered in our recent and previous borings are indicated in Figure 2 and in the following table: ' t 6 Depth to Upper Surface Boring No. of Bedrock (feet) B-1 40 B-2 54 B-3 48 B-4 51 B-5 56 • B-6 53 B-7 40 B-8 68 B4-1 53 We expect that these piles will penetrate 3 to 10 feet into the bedrock, based on the results of the test pit program and our borings. Piles for support of the lower floor slabs in the buildings should extend through the upper compressible deposits to either the medium dense to dense sand strata or into the bedrock. The thickness and density of the sand over the bedrock varies significantly across the site; however, we expect that the lengths of floor slab piles will generally be about 5 feet less than the lengths of adjacent piles which will support the building frames. We understand that piles for the building frames will be designed to carry downward loads of 120 tons per pile. Piles supporting the lower floor slabs will be designed for a downward load of about 50 tons. Several different pile types were originally considered for the project including augercast piles, drilled caissons, driven steel or precast, prestressed concrete piles, and driven grout piles. Driven grout piles have been selected for the project based on the results of the test pile program and the expected economy. Axial Capacity: Based on the results of the load test performed on the test pile installed near boring B-3 and our analysis, we conclude that 14-inch-diameter driven grout piles driven to refusal in the bedrock or lower sand strata will satisfactorily support the design loads of 120 and 50 tons for the building frames and slabs, respectively. Separate refusal criteria developed for the different design loads may result in different penetration lengths into the sand and bedrock. The design loads include a factor of safety of at least 2.0 for downward loading. These capacities may be increased by one-third for short-term live loads such as wind or seismic ' loads. • The allowable uplift capacity for the piles supporting the building frame (i.e. , piles driven to refusal criteria appropriate for a 120-ton design downward load) may be taken as 45 tons for short-term live loads such as wind or seismic forces. This value includes a factor of safety of about 1.5, and is based on the results of the uplift test. The characteristics of pile materials and structural connections might impose limitations on pile capacities and should be evaluated by your structural engineer. Appropriate reinforcing should be provided in the piles to accommodate bending and tension forces. For example, a full-length reinforcing bar should be installed in each pile subjected to uplift. Also, reinforcing cages should be provided in piles subjected to lateral loads. The above pile capacities apply to single piles. If piles within groups are spaced at least 3 pile diameters on center, no reduction for pile group action need be made. There is some risk from eccentric loading associated with• supporting building frame pile caps on single piles. Therefore, we recommend that these caps be supported on pile groups consisting of two or more piles. Pile Downdrag: Pile downdrag forces develop when surrounding. compressible soils settle relative to a pile, thus interacting with and adding load to the pile. We anticipate that 2 to 5 feet of fill will be placed over the building site. For this amount of fill, an allowance for downdrag of 15 tons should be made for the 14-inch driven grout piles. The downdrag forces should be added to the nominal design load for the pile to compute the total load acting on the pile. Settlement: We estimate that the settlement of driven grout piles, designed and installed as recommended, will be on the order of 1/2 inch or less. Most of this settlement will occur rapidly as loads are applied. Postconstruction differential settlements are expected to be negligible. Lateral Resistance; The allowable lateral load for the 14-inch- diameter driven grout pile can be determined with the aid of Figure 3 which shows the distribution of moment and deflection with depth for a unit lateral load (1 kip) applied at the pile head. This figure is based on an assumed center-to-center pile spacing of at least 3 pile diameters, pile head fixity against rotation, and pile stiffness parameters (modulus of • I 8 • • • r_ r . elasticity and moment of inertia) provided by KPFF. Normally, the allowable lateral pile capacity is based on a maximum pile head deflection of approximately 1/2 inch. Resistance to lateral loads can also be developed by passive pressures on the face of pile caps and other foundation elements. Passive pressures may be computed using an equivalent fluid density of 200 pcf (pounds per cubic foot) (triangular distribution) for the existing site soils. Alternatively, passive pressures may be computed using an equivalent fluid density of 300 pcf if all soil extending out from the face of the pile cap or other foundation element for a distance at least equal to two and one- half times the height of the element consists of structural fill compacted to at least 95 percent of the maximum dry density determined in accordance with ASTM D-1557. The equivalent fluid density values presented above both include a factor of safety of about 1.5. Installation: The piles should be driven to refusal in the bedrock in • accordance with refusal criteria appropriate for the design load of the pile (120 or 50 tons) . Based on the results of the test pile program and our borings, we expect that refusal for the heavier loaded piles will occur with a penetration of 3 to 10 feet into bedrock. It is important that the driven grout piles be installed with a hammer having an adequate energy rating. The Vulcan 010 compressed air hammer used during the test pile program is an example of a satisfactory hammer. A refusal criteria of at least 100 blows per foot for the last foot of driving and 15 blows per inch for the last inch of driving with this hammer is appropriate for piles having a design downward load of 120 tons. A terminal blow count of 50 blows per foot for the last foot of driving and 8 blows per inch for the last inch of driving is appropriate for piles with a design downward load of 50 tons. We can provide refusal criteria for other hammers, as appropriate. The installation procedure used during production pile installation should be the same as that used during test pile installation. We recommend that the contractor achieve the following during production pile installation: • Grout wastage volume of approximately 1/8 to 1/4 cubic yards per pile • Withdrawal of the mandrel using a continuous and uniform rate 9 To minimize postconstruction settlements due to fill placement, filling should be accomplished at the onset of construction and the construction of on-grade facilities (e.g. , entries, sidewalks, buried utilities and pavements) delayed as long as possible. PAVEMENTS Pavement subgrade areas should be prepared as recommended under SITE PREPARATION AND EARTHWORK. We recommend that the design pavement section in automobile parking areas consist of 2 inches of Class B asphalt concrete, 4 inches of crushed rock base course and an appropriate thickness of clean pit run sand and gravel. In truck and heavy traffic areas, the design pavement section should consist of 3 inches of Class B asphalt concrete, 6 inches of crushed rock base course, and an appropriate thickness of clean pit run sand and gravel. ATB (asphalt-treated base) can be substituted for the base course to provide a working surface and staging area during construction. Areas of ATB that experience severe cracking during construction should be repaired or replaced and the entire surface releveled prior to placing the asphalt surfacing. The thickness of pit run required beneath new pavement will depend on the time of year of construction, the presence of existing asphalt pavement, and the difference between finished and existing grades. We can provide more specific recommendations for pit run thickness once finished grades have been determined. SEISMIC DESIGN CRITERIA The project site is located with Zone 3 on the Seismic Zone Map of the United States, Figure No. 23-2 in the 1991 edition of the UBC (Uniform Building Code) . The site coefficient used in calculating seismic forces on buildings is based on soil profile type. This relationship is indicated in Table 23-J of the UBC. For the subsurface conditions at the site, the appropriate soil type is S4 (soil profile containing more than 40 feet of soft clay characterized by a shear wave velocity less than 400 feet per second) . 11 LIMITATIONS We have prepared this report for use by Renton Village Associates and their consultants in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are any changes in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings which relate to geotechnical considerations to • see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that our firm be retained to provide sufficient monitoring, testing and consultation during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. 0 0 o - 12 The conclusions and recommendations in this report should be applied in their entirety. If there are any questions concerning this report and when we can provide additional services, please contact us. Respectively submitted, 1.2-11 C an ti.�r< 1. ✓` GeoEngineers, Inc. ",;Aoy, <6,6,24-g, R - G Robert M. McIntosh Staff Geotechnical ical Engineer E�1�ION EXPIRES 4-3- 9 Z Herbert R. Pschunder, P.E. Senior Engineer • James B. Thompson, P.E. Principal RMM:HRP:JBT:cs 13 Deflection Scale (In Inches) -0.01 0 0.01 0.02 0.03 0.04 0.05 0.06 1 1 i I I 1 I 1 0 -5 -4 -3 -2 0 1 2 34—Moment Scale (In Kip-Feet) Moment with Applied Unit Load of 1 Kip 5 N Deflection with Applied D i Unit Load of 1 Kip S. 10 al l 0 3 / 0 m 15 / ' .o n /0 20 25 NOTE: GRAPHS BASED ON: 1.) 14-INCH DIAMETER DRIVEN GROUT PILE WITH REINFORCING CAGE 2.) FIXITY AT PILE HEAD I 3.) UNIT LOAD OF 1 KIP APPLIED LATERALLY AT PILE HEAD 4.) ExIFOR PILE = 2.35 x 109 PSI 5.) MINIMUM PILE SPACING OF 3 PILE DIAME►ERS • 1 �� LATERAL PILE CAPACITY Geo��Engineers DRIVEN GROUT PILES FIGURE 3 . .. ....., I - . .._________••--- i • . . • • . • . . . . .-____--• __I L___. . • . . ..----- . • • • ---------. 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( 4.•-ri:',...fts.&`•• :."),.....",......,‘,4•1-1.,t-'4--r,.,........,••••.'•4 ...-:?'''''''''''..'''''3';' Nt...na.:. 3.::;...'{•;•,.' .5::: i • ... • - -•.741.1,,. .--"•:‘, r4 EW'PARKiNG.'43ARAGE.04,0,.;.,i) ff EXISTING RETAIL ( // ,...,. 24 •.3, . .\ . - .• • " . " ....,..*:,%:$MA.MVIttiNW::.''' ''''''t...''s;47.4.;'"13-'131‘ ...;5'''VC;;;4\•Wat.. ...;4'i N., II ...., \A-4:444:%104,3100".4.41: I 1 . 9frpliii',.: -...'. 4:ig,,,pk• ID ' .14) ' ' • 4'4+:#• •LO.,4"'410. ,,t...'42.13%..,! LA-. I .C.:1 II • EXPLANATION: .. . ' ...:1-....4.`"- -, .p..,:'•-?..,).0,.. ...-.4., ,11. -N., -2 L.1 7 • / t. .-.:3'.' ..1. .4..:a ..;WV7.1.-17,6..<-97••'., ‘4 '-' (40) k-- '.'etr::**.zrdIH-,-,44:- I . . . .,4,......„..12.1...„. t•-,,,,,..,4,-,,.74,4 A.,, ...___ ,.. .....- . 'il.---.<•"*"-.1'-' , _ • B4-11 BORING U:)C ATION AND NUMBER - ,:I3'.7.F.";"4.,•-•'‘'...e.•:..,:., :.•:..- .' • • i••:....• . i • .. • -.• r. ' • 't FOR PREVIOUS STUDY • . _ ,•.•,...-.. .f. -2. ,••••••,... I I • N2 .,:,.`v.• ',::_:: ..,...-.4%4',g.• , V A ri 4 C\ . \I) . ..) : - .. . , ... .,. - .,:•. - 0„7-:. '74rt.. ...,.i.:,74. 4-1-:::' 4'w..--,....,.4111.‘ ,*.BY GEO ENGINEERS, INC.' • 0. --11-11Trali I i ''•'' ,,,'4:: :,.1...e. -.. ,....,,,,.*:.-..i... .---. ___--= • • B-iiip-• BORING LOCATION AND NUMBER • . .Zi -.• , .a.4......!..4:...b...E 4...2.-..-•••• FOR CURRENT STUDY . :::,,,,.r..---t•-,4".4j.e5;a:1:'.*.4., JIIIIIIIIir • ____ . . . . . ........ , . . '6..-.:1!,:,::,,1,1,09,,,.4..,....„..‘,,..ii.,...e;!,..(-.,...:';.,:e.,...:..:. 7 / . ., . ..,i,:- „:„..-..e,.- ,,...,•• (..) (68) DEPTH TO BEDROCK(FEE!) .1/403.- ,,•-:•-•.,,.x,.,•A :::'• • i .e 4..!••••,...-.2 Z. • . • EXISTING RETAIL • • .• • . • , :, .::.:,,,-.. . •.=,'•..v., . : • -\ . • (.:3. : \ ...\ NOTE\ , • , • WE UNDERSTAND TI-1AT THE CROSS HATCHED ::• • i • i . 1 6,-,._EC- PORTION OF THE SOUTH END OF THE . "irs in...Cs., NEW F'ARK1NG GARAGE HAS BEEN .. •-.• . DELETE). . _. . . • . : .1• \--.. • 4. . . • - • . . • . . : . \.i. .. \... ' . . : • . • 'L. i • .: . k • I i • .. .• .. • . .. • • . : ;. . ... . .. , .. • . . • • s......',......, 1111111111111111( N.. . . , . . , •,..: , • 7. • ---- /-\. 1 . I. . -. I'.n.' n': SITE PLAN , - coo V:. I 0 - • • . i. .Reference: Drawing entitled 'Village Place North, Renton,Wash.,' dated 02/10/90 • Geo ki,,,•IEngineers. . FIGURE 2 . i ,. . • i . •- . . . by The Callison Partnership. • .....• • • . -:-••-• • .. .. .. . .• . • . • . . .•, • . .. . ..._ ..... ... ••••• •. .•. •• .•••• •• . ... . • APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS • Subsurface conditions at the project site were explored by drilling eight borings at the locations shown in Figure 2. Exploration locations were measured in the field by taping from existing site features. Figure 2 also shows the location of a previous boring (B4-1) which was drilled at the site in 1986 by our firm. The borings were drilled between October 22 and 30, 1991 to depths ranging from 44 to 72 feet below existing grade. These borings were advanced using a_ truck-mounted, continuous-flight, hollow-stem auger drill. Representative samples were obtained of each soil and rock type encountered. These samples were obtained using a 2.4-inch-diameter, split-barrel sampler. The sampler was driven into the soil or rock using a 300-pound hammer free- falling 30 inches. The number of blows required to drive the sampler the last 12 inches or other indicated distance is recorded on the boring logs. The borings were continuously monitored by a representative of our firm. Soils were classified in general accordance with the classification system described in Figure A-1. A key to the boring log symbols is presented in Figure A-2. The logs of the borings are presented in Figures A-3 through A-10.. The exploration logs are based on our interpretation of the field and laboratory data and indicate the various types of soil and rock encountered. They also indicate the depths at which these materials or their characteristics change, although the change may actually be gradual. If the change occurred between samples, it was interpreted. Ground surface elevations at the boring locations were based on an assumed datum. The datum was assumed to be Elevation 100 feet at a benchmark on a catch basin located approximately 170 feet north of the north wall of the existing Ernst retail store. Observations of ground water conditions were made as the explorations were accomplished. In addition, standpipe piezometers were installed in A 1 borings B-7 and B-8 to monitor ground water levels following drilling. The ground water levels in these piezometers were measured on December 30, 1991 and are presented on the boring logs. LABORATORY TESTING All soil samples were brought to our laboratory for further examina- tion. Selected samples were tested to determine their moisture content, dry density and compressibility characteristics. The results of the moisture content and dry density tests are presented on the boring logs. Consolidation tests were accomplished on two samples to determine parameters which were used to calculate the amount and time rate of settlement at the building and garage locations due to the expected loading conditions. The results of the consolidation tests are presented in Figures A-11 and A-12. A - 2 • • • SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GRAVEL GW WELL-GRADED GRAVEL,FINE TO COARSE COARSE GRAVEL GRAINED GP POORLY-GRADED GRAVEL SOILS MORE THAN 50% GRAVEL GM SILTY GRAVEL OF COARSE FRACTION WITH FINES RETAINED ON NO.4 SIEVE GC CLAYEY GRAVEL MORE THAN 50% RETAINED ON WELL-GRADED SAND, FINE TO NO. 200 SIEVE SAND CLEAN SAND SW COARSE SAND SP POORLY-GRADED SAND MORE THAN 60% SAND SM SILTY SAND OF COARSE FRACTION WITH FINES • PASSES NO.4 SIEVE SC CLAYEY SAND SILT AND CLAY ML SILT FINE INORGANIC GRAINED CL CLAY SOILS LIQUID LIMIT LESS THAN 60 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY, ELASTIC SILT MORE THAN 50% INORGANIC PASSES NO. 200 SIEVE CH CLAY OF HIGH PLASTICITY, FAT CLAY LIQUID LIMIT 50 OR MORE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on Dry - Absence of moisture, dusty, dry visual examination of soil in general to the touch accordance with ASTM D2488-84. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-85. Wet - Visible free water or saturated, 3. Descriptions of soil density or usually soil is obtained from consistency are based on below water table Interpretation of blowcount data, visual appearance of soils, and/or test data. SOIL CLASSIFICATION SYSTEM Geo Engineers FIGURE A-1 LABORATORY TESTS: SOIL GRAPH: AL Atterberg limits CP Compaction SM Soil Group Symbol CS Consolidation (See Note 2) DS Direct shear GS Grain - size Distinct Contact Between %F Percent fines Soil Strata HA Hydrometer analysis SK Permeability Gradual or Approximate SM Moisture content Location of Change MD Moisture and density Between Soil Strata SP Swelling pressure Water Level TX Triaxial compression Bottom of Boring UC Unconfined compression CA Chemical analysis BLOW-COUNT/SAMPLE DATA: 22 ® Location of relatively • Blows required to drive a 2.4-inch I.D. undisturbed sample split-barrel sampler 12 inches or other indicated distances using a 12 ® Location of disturbed sample 300-pound hammer falling 30 inches. 17 ❑ Location of sampling attempt with no recovery io Location of sample obtained Blows required to drive a 1.5-inch I.D. in general accordance with (SPT) split-barrel sampler 12 inches Standard Penetration Test or other indicated distances using (ASTM D-1586) procedures 140-pound hammer falling 30 inches. 26 w Location of SPT sampling attempt with no recovery ® Location of grab sample "P" indicates sampler pushed with weight of hammer or against weight of drill rig. NOTES: 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration logs for a proper understanding of subsurface conditions. •$ 2. Soil classification system is summarized in Figure A-1. cc Geo-4 KEY TO BORING LOG SYMBOLS ��Engineers FIGURE A-2 TEST DATA BORING B-1 • DESCRIPTION Moisture Dry 3 n �'' Group Content 'Density _m—°U g Symbol Surface Elevation(ft.): 101.4* 0 Lab Tests (%) (pcf) 'am. Sp 2 inches asphalt concrete 0 Brown medium to coarse sand with gravel,cobbles and a trace of - silt(medium dense,moist)(fill) SM Brown silty fine to medium sand with occasional gravel(medium MD 11 129 29 ® dense,moist)(fill) 5— "" —5 SP— Gray fine to medium sand with silt,occasional fine gravel and a -• SM trace of organic matter(loose,moist)(fill)- . - MD 11 118 9 I SM Gray silty fine to medium sand with organic matter(loose,moist) 10 —10 SP Gray fine to medium sand with occasional fine gravel and lenses of MD 27 96 4 ® sandy silt(loose,wet) 15-- —15 w ui lL - Z _ MD 21 106 3. ® SM Brownish gray silty fine to medium sand with occasional fine a. - gravel(loose,wet) 20— —20 - ML— Gray and brown sandy silt and brown organic silt with peat(soft, MD 90 48 3 ® I I I OL wet) - i I I - 25— I I I —25 I I I _ I I I - I I I MD 16. 117 22 ® • SP— Gray fine to medium sand with silt(medium dense,wet) - - SM 30— -30 • ML Greenish gray silt with fine sand(medium stiff,wet) ' - MD 30 . 94 6. ® • 35— -35 MD 17 115 21 ML Gray and brown sandy silt(very stiff,wet) 40-- / f —40 Note:See Figure A-2 for explanation of symbols \ Log of Boring Geo��Engineers . Figure A-3 a TEST DATA BORING B-1 (Continued) DESCRIPTION Moisture Dry o a n' Group Content Density . 40 ° Symbol Lab Tests (%) (pef) SM Grayish brown silty fine sand(dense,moist)(weathered sandstone) 40 SM 5 31 "• "" SP— Gray fine sand with silt(very dense,moist)(sandstone) - 45— • SM —45 Boring completed at 46.0 feet on 10/29/91 - Ground water encountered at 12.0 feet during drilling - *Elevation datum: Top of catch basin located approximately 170 - feet north of Ernst Store= 100.0 feet 50— —50 55— —55 w w z - F— - o - c 60- —60 65— —65 70— —70 • 75- —75 80— —80 Note:See Figure A-2 for explanation of symbols Log of Boring Geo�r$Engineers Figure A-3 b TEST DATA BORING B-2 Moisture Dry 3= a Grou DESCRIPTION Content Density �—°3 .i Symbol Surface Elevation(ft.): 105.1* 0 Lab Tests (%) (pef) . SM Orange-brown silty fine sand with gravel(medium dense,moist) 0 _ (fill) MD 8 111 25 ® SP Grayish brown fine to medium sand with gravel,cobbles and a _ trace of silt(medium dense,moist)(fill) • 5— —5 SM Gray silty fine to medium sand with gravel and cobbles(dense, - MD 7 126 50/4" -e moist)(fill) 10 -10 _ / - f ML Grayish brown sandy silt with a trace of organic matter(medium - stiff,moist) - - SM 39 6 ® . ` 15— _ —15 w _ . w - u. z _ PT Brown soft = SM 135 4 ® 1? ( ,wet) a - MI- Gray silt interbedded with layers of dark brown peat(soft,wet) 0 20— PT —20 MD 49 71 5 N ML Gray sandy silt with organic matter(soft,wet) - 25— -25 MD 48 72 3 ® • : ML— Interbedded gray sandy silt with organic matter and silty fine to - SM medium sand(soft/loose,wet) - 30— -30 SP Gray fine to medium sand with gravel(medium dense,wet) _ MD 10 133 30 ® SW Gray fine to coarse sand with gravel,cobbles and a trace of silt 35— (medium dense,wet) - _ —35 • - MD 19 106 14 ® - • SP Gray fine to medium sand with coarse sand,gravel and a trace of - 40— / silt(very dense,wet) —40 Note:See Figure A-2 for explanation of symbols , •. Log of Boring Geo ks Enoineers Figure A-4a TEST DATA BORING B-2 • (Continued) ) DESCRIPTION Moisture Dry g ts. Group Content Density „—„o Symbol 40 Lab Tests (%) (pct) 40 — MD 8 128 60 I • 45— —45 ....... SM Grayish brown silty fine sand(dense,wet) ....... ....... 50— MD 7 132 38 — SW—Gray fine to coarse sand with gravel and a trace of silt(dense,wct) 50 N sp •• . SM 3 38 I :•• :•• •- 55— •• , I 5 5 — SM Gray silty fine to medium sand(very dense,wet)(sandstone) ..... z _ •" — MD 11 125 50/2' I i— — a_ Boring completed at 59.0 feet on 10/23/91 a 60— Ground water encountered at 28.0 feet during drilling —60 *Elevation datum: Top of catch basin located approximately 170 feet north of Ernst Store= 100.0 feet 65 — —65 70— —70 75— —75 1 80— —80 Note:See Figure A-2 for explanation of symbols Log of Boring • • Geo NO Engineers Figure A-4 b TEST DATA BORING B-3 DESCRIPTION Moisture Dry 3 a °' Group Content Density .2 0 Symbol Surface Elevation(ft.): 99.5* 0 Lab Tests (%) (pcf) SP Brown medium to coarse sand with gravel,cobbles and a trace of 0 silt(medium dense,moist)(fill) _ SM Gray silty fine to medium sand with occasional fine gravel and a• - MD 12 122 10 trace of organic matter(medium dense,moist)(fill) 5— -5 ML Gray silt with peat and organic matter(soft,moist) SM 42 6 10- _ -10 - MD, 154 31 3 PT Brown peat(soft,wet)- CS 00,, 15— +. —15 w w -u_ MD 47 74 2 ® •.•• SM Gray silty fine to medium sand(very loose,wet) _ ....... o- 0 20— —20 - ML Gray silt with organic matter(soft,wet) - - MD 56 66 2 ® - 25— -25 ML Gray silt with peat(soft,wet) - - MD 218 23. 9 ® - PT Brown peat(soft,wet) 30— i, —30 - MD 111 39 4 M •• ML— Interbedded gray silt with occasional sand and organic matter and 35— • - SP gray fine sand(soft/loose,wet) —35 - MD 36 84 5 ® 40 / y J —40 • Note:See Figure A-2 for explanation of symbols Log of Boring Geo��Engineers Figure A-5 a TEST DATA BORING B-3 (Continued) == DESCRIPTION Moisture Dry c °' Group Content Density Symbol — 40 Lab Tests (%) (pcf) SP Gray fine to medium sand(medium dense,wet) 40 ;r SW Gray fine to coarse sand with fine gravel(medium dense,wet) MD 20 106 28 I - 45 — -45 - MD 29 95 19 I SM Gray silty fine sand(medium dense,wet)(sandstone) 50— Grades to very dense —50 MD 21 107 50/1" ® Boring completed at 51.5 feet on 10/28/91 Ground water encountered at 18.0 feet during drilling *Elevation datum: Top of catch basin location approximately 170 55— feet north of Ernst Store= 100.0 feet , —55 • w -u_ Z - F- - 60— -60 65— -65 70— _ —70 • 75— -75 80— -80 Note:See Figure A-2 for explanation of symbols Log of Boring Geo 41;1 Engineers Figure A-5 b TEST DATA BORING B-4 DESCRIPTION Moisture Dry c ° Group Content Density oau a Symbol Surface Elevation(ft.): 100.9* 0 Lab Tests (%) (Pa) taw SP 2 inches asphalt concrete 0 Brown medium to coarse sand with gravel and cobbles(medium - SP— dense,moist)(fill) SM Gray fine to medium sand with silt,occasional gravel and cobbles - MD 13 105 23 N (medium dense,moist)(fill) 5- -5 •- ML Brownish gray silt with peat and organic matter(soft,moist)- _ MD 52 67 3 ® - 10- -10 MD 58 64 3 0 - 15 • - -15 SP—Gray fine to medium sand with silt(medium dense,wet) w - SM z MD 23 101 11 N- a 20- -20 MD 53 69 8 ® Grades with lenses of peat 25- -25 SM Gray silty fine sand(loose,wet)- - MD 165 30 3 ® PT Brown peat(soft,wet) - rr 30- -30 El SP Gray fine to medium sand(dense,wet) - MD 20 108 34 - 35- -35 MD 34 89 8 SM Brown silty fine sand(loose,wet) 40- J `40 Note:See Figure A-2 for explanation of symbols Log of Boring Geo ko Engineers . Figure A-6a TEST DATA BORING B-4 (Continued) DESCRIPTION Moisture Dry c a° n' Group Content Density .2 2 Symbol 40 Lab Tests (%) (pcf) 40 - MD 25 101 14 I ' Grades to medium dense - 45— —45 SM Gray silty fine to coarse sand(medium dense,wet) - - SM 20 25 ® - 50— —50 SM Gray silty fine sand(very dense,moist)(sandstone) MD 16 118 50/6" / - Boring completed at 54.0 feet on 10/30/91 _ 55— Ground water encountered at 16.0 feet duting drilling —55 ill *Elevation datum: Top of catch basin located approximately 170 w - feet north of Ernst Store= 100.0 feet z - - i- — o_ c 60— -60 65 — -65 70 —70 75— -75 80— -80 Note:See Figure A-2 for explanation of symbols -4 Log of Boring Geo 40 Engineers Figure A-6 b TEST DATA BORING B-5 Moisture Dry c; °' Group DESCRIPTION Content Density Pa d e3 Symbol Surface Elevation(ft.): 100.9* 0 Lab Tests (%) (pet) SP— 2 inches asphalt concrete 0 SM Brown fine to medium sand with silt,gravel and cobbles(medium - dense,moist)(fill) MD 15 117 14 U :':: :. SM Gray silty line to medium sand with occasional gravel(medium - dense,moist) - 5— -5 - ML— Grayish brown silt with organic matter(soft,moist to wet) 1 1 1 OL _ MD 50 70 3 1 1 L ® ML Gray silt with occasional sand and a trace of organic matter(soft, _ moist to wct) - 10— —10 - MD 193 25 5 0 PT Dark brown peat(soft,wet) - SP— Gray and brown fine to medium sand with silt and a trace of - 15— SM organic matter(loose,wet) —15 w - _ LL _ Z - = MD 38 82 5 ® _ t- - a tu 20— / _ —20 ML Grayish brown silt with occasional fine sand and a trace of peat (soft,wet) - MD 79 52 2 0 - _ 25— —25 _ ..---"''-'5 SM Gray silty fine to medium sand with a trace of organic matter - (loose,wet) . - - MD 37 83 9 ® - 30— ^ —30 MD 76 54 7 ® ML Grayish brown silt with occasional fine sand and a trace of organic _ - matter(medium stiff,wet) 35= / ML Gray sandy silt(stiff,wet) —35 - MD 30 94 9 ® - 40— 7 —4 0 Note:See Figure A-2 for explanation of symbols • Log of Boring . Geo�o Engineers Figure A-7a TEST DATA BORING B-5 (Continued) DESCRIPTION Moisture Dry 3 a, n' Group Content Density — Symbol 40 Lab Tests (%) (pcf) 40 MD 22 106 30 . SP Gray fine to medium sand(medium dense,wet) - 45— —45 MD 21 107 24 I - 50— -50 MD 16 116 22 . SM Brown silty fine to medium sand with occasional fine gravel (medium dense,wet) 55— -. —55 w - SM Gray silty fine sand(very dense,moist)(sandstone) LL Z• - 50/5" ® - t- - a' 0 6 0— —60 SM 14 50/3" ® •• - Boring completed at 64.0 feet on 10/24/91 65— Ground water encountered at 17.0 feet during drilling —65 *Elevation datum: Top of catch basin located approximately 170 feet north of Ernst Store = 100.00 feet 70— —70 75— -75 80— • —80 Note:See Figure A-2 for explanation of symbols Log of Boring Geo 1%,'-is Engineers Figure A-7 b TEST DATA BORING B-6 DESCRIPTION Moisture Dry 3 g �' Group Content Density —�°U° Symbol Surface Elevation(ft.): 99.5* 0 Lab Tests (%) (pet) EmEWB 2 inches asphalt concrete 0 ....... SP Brown medium to coarse sand with gravel and a trace of silt - SM (medium dense,moist)(fill) _ Gray silty fine to medium sand with occasional gravel(medium SM 17 dense,moist)(fill) 5— —5 ML Gray silt with fine sand(soft,moist) - MD 43 78 2 ® - 10- ^ -10 — MD 244 21 2 ® - PT Brown peat(soft,wet) 15— ' ' —15 • w - SM Gray silty fine sand with organic matter(very loose,wet) w —u_ Z MD 47 74 2 ® ••••••• - n~ — ML Grayish brown sandy silt(very soft,wet) 0 20- —20 — MD 72 57 2 ® - PT Brown peat(soft,wet) - 25 — —25 SP Gray fine to medium sand with a trace of silt and occasional fine _ gravel(medium dense,wet) - MD ' 27 96 13 ' 30— -30 MD 217 22 5 ® PT Brown peat(soft,wet) - w, 35-- +, —35 MD 20 109 17 ® ML Gray sandy silt(stiff,wet) 40— —40 Note:See Figure A-2 for explanation of symbols Log of Boring Geo latt.oga Engineers Figure A-8 a TEST DATA BORING B-6 (Continued) • N • =' DESCRIPTION Moisture Dry a k Group Content Density .E g Symbol 40 Lab Tests (%) (Pa) . 40 MD 29 95 14 I - 45— —45 SM Gray silty fine to medium sand with occasional fine gravel(medium - - dense,wet) - MD 18 114 11 ® 50— -50 - MD 17 114 27 © SM Brownish gray silty fine to medium sand with occasional gravel(medium dense,wet)(sandstone) 55— —55 w w - Z MD 13 127 13 l - 0 60= SM Gray silty fine sand(very dense,moist)(sandstone) —60 _ MD 20 111 50/2' Boring completed at 62.0 feet on 10/28/91 - Ground water encountered at 12.0 feet during drilling - *Elevation datum: Top of catch basin located approximately 170 - 65— feet north of Ernst Store= 100.0 feet —65 70— -70 - _ I 75— -75 80— -80 Note:See Figure A-2 for explanation of symbols Log of Boring • Geo�00 Engineers Figure A-8 b TEST DATA BORING B-7 • DESCRIPTION Moisture Dry c a° " Group Content Density �U Symbol Surface Elevation(ft.): 100.1* 0 Lab Tests (%) (pet) 111151111111 2 inches asphalt concrete 0 SP•" "''• Brown medium to coarse sand with gravel and cobbles(medium - •z•',:.• SM dense,moist)(fill) Gray silty fine to medium sand with gravel(medium dense,wet) - MD 14 111 14 5— -5 ML Gray sandy silt with organic matter(soft,wet) - MD 40 81 2 e _ SP— Gray fine to medium sand with silt and organic matter(loose,wet) - 10— SM —10 SM 234 3 N PT Brown peat with wood fragments(soft,wet) - 0 I, 15 — —15 ML Grayish brown silt with fine sand and a trace of organic matter z _ (soft,wet) _ MD 59 63 2 F- - a. p 20— —20 MD 42 78 3 ® - 25— -25 MD 21 106 10 •••••• SM Gray silty fine to medium sand with a trace of organic matter (medium dense,wet) 30— -30 ML Brown silt with fine sand(medium stiff,wet) • - MD 35 87 10 0 - 35— �` —35 SM Brown silty fine to medium sand with gravel(dense,wet) SM 30 43 ® • - 40— / —40 Note:See Figure A-2 for explanation of symbols , Log of Boring • Geo�O Enoineers F Figure A-9a TEST DATA BORING B-7 (Continued) • to = DESCRIPTION Moisture Dry c E Group Content Density a95 Symbol 40 Lab Tests (%) (pcf) ••••••. SM Gray silty fine sand(very dense,moist)(sandstone) 40 MD 17 115 50/5" I " Boring completed at 44.0 feet on 10/25/91 45 — Piezometer installed to 44.0 feet —45 Ground water level measured at 4.4 feet on 12/30/91 *Elevation datum: Top of catch basin located approximately 170 feet north of Ernst Store= 100.0 feet - 50— —50 55— • —55 F- w w - 2 - 2 F• — a p 60— - -60 65— -65 70— -70 75— -75 80— -80 Note:See Figure A-2 for explanation of symbols • Geo0j Log of Boring Engineers Figure A-9 b • TEST DATA BORING B-8 um Moisture Dry Group ' DESCRIPTION c 40 Lab Tests Con tent Dees Density . h Symbol Surface Elevation(ft.): 98.5* (%0 SP— Gray fine to medium sand with silt and gravel(loose,moist)(fill) 0 Gray silty fine to medium sand with occasional gravel(medium ` dense,moist)(fill) - _- SMSM MD 14 122 12 5- ` ML Gray silt with a trace of peat and wood fragments(soft,wet) —5 _ MD 40 76 . 3 I - - 10- -10 • MD 56 66 2 ® - OL Grayish brown organic silt with wood fragments and occasional • 15M sand(very soft,wet) —15 w .AMti w - u_ = MD, 89 48 2 II .,,„M _ ►— — CS 0 20— �, .,"t —20 .�.ti.� - MD 61 60 4 '1 e,"" _ TA ML Brownish gray silt with fine sand and peat(soft,wet) 25— -25 MD 68 55 3 ® - 30— - • —30 MD 87 50 ' 2 ® _ 35— - —35 i SM 28 P ® ( SP- Gray fine to medium sand with silt(very,loose,wet) __ - SM- (Blow count probably reflects driving through heave) - 40 / —40 Note:See Figure A-2 for explanation of symbols j f • i p, Geo���E•n Log of Boring • k� gineers Figure A-10 a • TEST DATA BORING B-8 • (Continued) DESCRIPTION Moisture Dry 33 a n. Group Content Density .9.3 i Symbol 40 Lab Tests (%) (pcf) 40 - MD 25 99 43 Grades to dense 45— -45 ;l.••• SW Gray fine to coarse sand(medium dense,wet) MD 37 85 11 ® SM Gray silty fine to medium sand with gravel(medium dense,wet) _ 50— —50 SP Gray coarse sand with medium sand and gravel(loose,wet) _ • MD 4 104 9 . 0 55— -55 w - LL ; SW Gray fine to coarse sand with gravel(medium dense,wet) - z = MD 5 105 21 ® -- _ a - 0 60— • -60 - ►� SP.— Gray fine to medium sand.with silt(very dense,wet) SM SM 39 50 ® _ 65 —65 ... • SM Gray silty fine sand(very dense,wet)(sandstone)MD 13 123 61 ® _ . 70— . —70 MD 22 104 50/1" ® _ Boring completed at 71.5 feet on 10/22/91 _ _ Piezometer installed to 71.5 feet Ground water level measured at 7.0 feet on 12/30/91 *Elevation datum: Top of catch basin located approximately 170 - 75— feet north of Ernst Store= 100.0 feet —75 80— -80 Note:See Figure A-2 for explanation of symbols . —A Log of Boring Geo NO Engineers . Figure A-10 b • PRESSURE (LBS/FT? x 103) .1 .2 .3 .4 .5 1 2 3 4 5 10 20 304050 I I I I I I I I I 1 . 04 I I 4 I ! I I • I I I I . I I . 08 I I I I . 12 1 .I _ • I I I I I i I I I I I . 16 r, = t I I I I U Z . 20 I I ! I I U) i I I I I I I I I I o . 24 ! I I I Z . 28 ! ! 1 I l 0 I I I I I I I I . o . 32 I 1 I I I . 0 z . 36 I 1 ! 0 I I I I . 40 I I i I I I I I I I . 44 I ► � � I I 1 . 48 I I I f ! . . . 52 I I I I I I I I I I SAMPLE DRY BORING DEPTH SOIL MOISTURE DENSITY KEY NUMBER (FT) CLASSIFICATION CONTENT (LBS/FT3) • B-3 13 BROWN PEAT ' 154% 31 <w CONSOLIDATION TEST RESULTS Geo NO Engineers • FIGURE A-11 PRESSURE.. (LBS/FT2 x 103) .1 .2 .3 .4 .5 1 2 3 4 5 10 20 30 40 50 I I I I I . 025 I 1 I I I I I I I . 050 I I I I I . 075 I I I I l I I I I I I I I I . loe = I I I I I ? . 125Ln ! I I I I I I I w I I . 15o . 200 o I I I I I o . 225 I i I I o Z . 250 o I I I I I 1 1 I I . 275 I I 1 1 I I I . 300 I I I I I . 325 I I I I . 350 I I 1 • I I I I I SAMPLE DRY BORING DEPTH SOIL MOISTURE DENSITY KEY NUMBER (FT) CLASSIFICATION CONTENT (LBS/FT3) B-8 18 GRAYISH BROWN ORGANIC 89% 48 SILT (OL) • CONSOLIDATION TEST RESULTS Geo kW Engineers • FIGURE A-12 **************************************************************** City of Renton WA Reprinted: 06/29/00 14:22 Receipt **************************************************************** Receipt Number: R0003556 Amount: 1, 005 .94 06/29/00 14:22 Payment Method: CHECK Notation: RVA LLC #8060 Init: JEJ Project #: LUA00-088 Type: LUA Land Use Actions Parcel No: 192305-9043 Site Address: 501 S GRADY WY Total Fees: 1, 005 .94 This Payment 1, 005 .94 Total ALL Pmts: 1, 005 .94 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0004 Binding Site/Short Plat 1, 030 . 00 000 . 05 .519 .90 .42 . 1 Postage 5 .94 DEVELOP ME OF RE ON PLANNING JUN 2 9 2000 RECEIVE®