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LUA00-073
i 'II VI MP uun■ • 1111111111 II Illlllllll■ 1� L�� „ P TM oRTTcO cR.MP nuunu■ ...'�7, uulun uun■ u nunnuuun■ 0 - ramps 11111 111111111111111\1111■1111111 I III II II II,1111 II 1111■111111111111111111111 -11111111111 0pil 0 , 111111111,11 3 NEW VEHICULAR GATE Ill 11 I III I I r� - AND+-30 L.F.NEW 11 . y 111111111111,11 TIED EMOCE%ISTDING /1 GENE COULON PA'K1:1 �; •` 11111111111111II1 REVISED PLAY AR A _ ,� I NEW ENERGENCY 1„1111„11111111111 ACCESS LANE WITH .\ 111111111„I111111111 O - REMOVABLE BOLLARDS , . ... , lllll'IIIIIIIIIIIIIIIII 111111111111111111111 `j O _ „ � % ..i ,„,„,„„„1„„„„„, ' . �\ ' I 11111111111 111111111, .,2, \'- .N. Gene Coulon Park ;`\i I/ •/ 111,1111 IIIIIIIII � J -, z IIII,„ 111,_ .Q C,1 ,,. % ,. O 11,11 Cr i� / ,IIII � _�I����_ ���� ��i_.,,' �: ��I I �V_..,✓. _,•V ,s iv old, O 11 _- —�, c! � _ !•,,,NENf.[ZRY PIER* I�`,'' • 1 `"1 i -- -'.IT;V • 'I ,� ,TA� ",�L�y� REMOVAB BOLLARDS FOR NIA i WITH SLIDING ..18&„,y, \1`` ` „ I \I "�yt..n EMERGENT ACCESS,TYP.3 . Ill C�� _ Ire- •^' >♦ AG f aG" ` PEDESTRIAN SAFETY Try •urns 1su,.Y+ r�s.LE iiit�'a`v:- r'sail �' .�t��� .��e.....s.ray _—tea AT LOW CURB PLANTING - IIII .4V'c"&'r A4.^.ILM:C Mraii.• �y=� iiik:ts- *12-. .'C'✓•Z�r: ` t4` .�,� 4111 - - �sw_��'xii `Yt6�y111q:{ / • time ,,kIIIIII J PLANTING �- ���,�� J Se / .41 1 tIIIIII AREA �� �451}IIIIII RETAINING WALL � ;J Y UTD 0 HISTORIC / Ilrr WITN RAMP AND talk: PA C WATER TUNNELS 1 IMI I TREWS 1._-1�' 1 • R �� • DELINATED IN III opa O4p PAVEMENT �*111 1 I Building B-01 Building B-02 ,EASING ENTIRY:'./// •0� ��5 �� I z 'Mt ACCESSG HATCHES ��_ ifII:L1 RSTAIRS WITH m... V///// A ` • t\�` �1 ���� RISERS ��� • �i i� = I•I SPECIAL PAVING ` —Jilin!�"1 L--_ -r Z_I L_-Z- r - AT ENTRY TO , -. CA __ _ Z 1_- - coNNERLIAL SPACE \ %� - •;,_ BOLLARDS FOR NMIIIr.. -Z-J-L J PEDESTRIAN SAFETY- �If1liVIiII.7 RAIL \ ( O\Tr �\\/ EXTENT OF ACCESS „NM IIII -(EII II hull„ / \ - ' • NM II O r ill !IIII ' Southport Building B ,/^ / ter' PEDESTRIAN LIGHT /' / POLE i'rI t,1I' PLANTING AREA �\ "I �,�I' ALONG STAIR WALL // SPECIAL PAV1NGN .'/re I /\ _ AT ENTRY TO NEW CABLE RAILING ON 1� r Z / UPPER COURTYARD NEW CURB,TYPICAL- IIII I II II __ L -- L J Z_ i�--L-_✓ > O4/� ' CURB TO HAVE DRAINAGE if SCUPPERS O 10'0"oc. i':.1 ,. �i1iii / 0 / _ .. IIIIiIUILi FLUSH STONE HEADER ,IN ■.I ,LINE OF CANOPY Building B-03 Building B-04 O \ WITH GRATES,TYP. TO DELINEATE FIRE LANE EI ' , ipg, ,OVERHANG �C I!II,I , L7L SPECIAL PAVING -- I��� II,I. AT ENTRY TO VO AIWA BOLLARDS FOR gyp UPPER COURTYARD • PEDESTRIAN SAFETY ,,li MI:: PLANTING E W fi ALL Illll„I IF ,�I ' 6 PARALLEL PARKING TYPICAL 8 . �I.I� IIII III A ,- 0>ri .' SPaCES ALONG STREET ■�� a.:.:z::::...L� �«"5�5� rz IIIIIIIII___ VERTICAL FEATURE �_-- Tim Y:Y-.•jm - -I•iCu1E:aA :3a•A liifeme -IIII .r ON AXIS WITH PLAZA i ��,� � +v�^'mar 'is:i�iiLilfllilt�ll'�II�IhII7I�.mii am,Il11i'gl...,..1111111.-III,, .�i41 HISTORIC STEAM PLANT ,` ii'Glii,Ii i�v _ RENNANTS H� ••, ItigIIlIER7 iRr II\nl1 1`I ,-III . +J) •� ` �o_..�.,IK..�._:�.••+.E...��T y_i,MFM=11--111I1i©llll�lannn l'; ' It CANTILEVERED 1d31�lIII�nI�� 'C_,�1� ..� I � I �, I � ��. II.•. .. OVERLOOK WITH I METAL DECK 10R II 'RAC .'.f.��� -��/■,,�1�1,�1��/�11 a ,,111M1M _�u li Lill REMOVABLE BOLLARDS FOR TYPICALN3Y ACCESS �* , PAVING STRIP TO 1 r'� E �, , PAVING STRIP TO U 1\ 1 A.: DELINEATE VEHICULAR DELINEATE VEHICULAR BOLLARDS FOR CROSSING TYP.EA. CROSSING,TYP.EA. PEDESTRIAN SAFETY SIDE Oi DRIVEWAY PTOREET LIGHT SIDE OF DRIVEWAY �i11 I AT LOW CURBSPT TYPICAL I6SEERSFLASH STONE HEADERpi1i �M'�Irll OREVIE F HAS AND IS RUMAT TO DELINEATE1111 To REVIEW ml•u•.1at�afs BY FIRE LANE �"I IIII LEVEL 1 SITE PLAN- BUILDING OG ESPLANADE IMPROVEMENTS FOR I• B BUILDING B WORK n PAY /- BOOR ®0 ,0 ur SCALE 1'-20' L-101 vt NOT FOR CONSTRUCTION - 5,S 5/4' ]1'-0' M Max Penthouse Hqt. - - S51.5' r Stair Penthouse • MITHUN Allowable Bld.H t. Top ofr---I-I I -i 17 Elevator Penthouse 51.5' �gp s, c � T — Steel Canopy \F-I ��` i Stucco,Color 1 Res-4 - -",=-- _ - v Sg, n ,4R_es3 r-_4`. 4 - r M - R � _ I; _�IW4T1 $JT Stucco,Color 1 h 1 jl Trr T Stucco,Color 1 1��1 Rea-1 I., .:1 _J Brick HI hest Fin.Grade 15� II III I �t�-F i-1-nI�1-.I +rJ I Ili 1 i 1--1, Lowest Fin.Grade a �p 25 r�.va-�� _i I_�--F=atl I-rI I ,-1 11 I I . 1sllP4 21.5' ,q---� ///,I Decorative Tile 20 7 Finished Grade 1 z Existing Grade Is--r- 0 MM O °Building B-01 & B-03 North Elevation aterfront) W F" (W PLAN KEY 0 . +1 F z -� zcn Ion-n va' ue'-n• y sr-I va' srn yr Q I Plane Change I I Plane Change Stair PeOth0vae Elevator Penthouse _ :imam _ Steel Canopy - - - - yy ����pppp !' i ;mg :ima Im m Mina, Fe aG ■x '_ Vert.Meta Siding lear no elm - - rttttttttttttti Stucco,Cale 1 L t"I BE� �� �� 9 lalltata2MEMEIMILIIIMIN� a i8. �. 9 ■1 Ili y ��- Stucco,Color 2 ■W ' E. 1■Mt @ - .. _. _:.. _ � Brick W z !�■B�_ �� �i i�oir 8 _ I,m !:� ii� �B♦�� �.;; girlie _u �I !. 9um 1.4 w� --- _ _ _ - - - Architectural Concrete .IP)11.. �`j__G.11 r Greenscreen Trellis C4 _ � ����=t�lesel 1 �� ��8, =u • ��� ��i��1 Decorative Tile Faiii iii■Mi v- ■ = . Landscaped berm Eco-wall 0 Plane Change Plane Change Finished Grade ` f - Existing Grade• '1 (7)Building B-03.B-04.& B-02 West.Southwest,and South Elevations (Street) CA ;LAN KEY ' -oa1000-P W ea.. Peat$Wmintl • 105,VC OS-0' 15,11 VC - m - Stair Penthouse �� - Elevator Penthouse -1LI�INIeMMl� _ Steel Canopy 1■ NI si ' G iG ildi■�ilE■�i�■i1ia1 oG:�lI2■5 Mimi; — — imilyFirrp•-- I6i A ail Ili 1iNP� �'��IMEMENIn� IM�e®'1 �O I M11=01 411ftli a�, Vert.Metal Siding II:�:: _ ■�:�:I�I�:I:�:l=rs''o1 �'' :.■■II ItiffinIMEIMIMINl:� le■ a■ ::I•^!.1■ :1 �._ JAaI■ i■ : is ■i ■ ■ ■ ra ■ a 9■ ?U — Stucco,Color 1 • 7� / m-tijlimi -ie I I MI vial o ■ 1 T o��■ ai E.■i Stucco,Color 2 n 05200-vF I■ =I,I.M MB �. . ,-L'1.1r.11■ Greenscreen Trellla . � Architectural Concrete Brick :.xe.•x>u - .. ti•.•au. .�,......,a -.axx....1-x x.. ..._.._.1x,.-.::u.w.xe.. .«sxxxx..m •�.:•a..-...crn.,:arf.:.__— `� Eeo well Decorative Tile Landscaped harm (.,!9 E7,ta.V Finished Grade e� F�((Q�� Existing Grade � ]o R�ON B2MIT °Building B-02 1.13-01 East Elevation(Pork) .a e.P",rPa".r.rom PLAN KEY BUILDING B ELEVATIONS mcann.0ee+8.00 May+o.eaoo • — E/00510/B/SPB-A50 0 4 10' 40' 90' �v- SCALG rite'.n-0' A5.0 P01 I4T_ p o q of o 0 0 0 0 (M �,,,c c c a t�i CJT2t ^. MITHUN •..,.,,....,, 0° �4, 71 4'0 _J 1-1 cI ��ef=�-� iL_�° .} JI I N _P n 4 _ ) `1 D. • 1_1Ln. i- . 1 1, P o _�i I i� _T_ I`1, TT om, J ref. mint'A' ��i1f-j_ Fr...r-;2s h r-- 1 a-'LF=''—_ c — . .,L Jl '7—i r —2 NI H ' _ ' •I _ I - - - . 1 FY1 t-,- i 7 n �__j `x.-�°���-c-c-.-�° ° t--c- 4--r=�c_si�° 4-red d c �/, iV bldg. B-01 o �, . elevator P4 ,� Ill': , ' • _ �o I i�`•,t bldg. 8-01 z 2ta) •�,•.-A /` ���j i . ^ g, lobb O 0 r- -t___ _ s'� " f i-L °Construction reference point'A' . ', 1 i :---- '--do( o) i , �--p , c c cL o-j 1---' /• / I - -� [-' I • [,� _1 --7 --='- - ' :H 4 L 7 o T- /�}�  ref'-re ceail [� bld . B-03 r,..'4 ! NS=MI cn • --,/,- = -z‘7`..7 '' 1 . _ P ': — - 1 Z-(:) elevator H t--I Z� s - �—I �—I 0 tall! • SECTION KEY _ _I E. ( � building B-03 build ng B-03 M Z P2 - el. 29.5' lobby parkng W Y/c101.1 p Al i 00,00°wu6A Mda boa 8 m G 50-.1r6 side(level P11•323 torn p.aer pause Oda provided �' (10 WAN tree.,de tots/per WAc 6fa0,tea•t1a.Stela tor'wafted trp•'A'mute). Level P2 building floor plan see sheets A3.2&A3.3 for enlarged plans) PLAN KEY EConstruction reference point'B' 0 O "i l 0 0 0 0 0 ,,,-0N o 0 0 0 0 referenc point'C' i 73 bldg. B-02 „it,. .tvmc,p,,.su c ° c ° c o °T. o °i o o . . o . o o c . . . o . . . . ° . . . o parking CA I J 0.eL21.6' eL20.6'i/ eL20.5' • I eL20.6' luanc.polm'C' ` S „ 1 , I�- 'N. - - �1 A'-__ _1, T -- -!_ - �i i _ �051000fM..ttlP�teWWtnl Cr © „a�1i��� 2e e� 0 6 _ _ ° 6�dg 8-02 ` a x0.e� „d . elevator (�/ eL21.6' 26c 111 0 r c ," co cc ccicccccc c ccco °o0eol 1 2 -.4 I 1 o bldg. B-02 / elev.equip. AB ©' e I _4 bldg. B 02 -� AB 4' • ° xe o) 1 o N4 . storage e aL2L6' , MKA enc) 21( c) ° I °-I A / - ° OSe00.VF I ci o e e oe Construction reference point'C' .Las 't er = I —/ =.= 20.5' _ 0.6'. _ i .L20.6• i •L20.6• '•A i n w ° na•� 12Uc) r cc �CI •/ FOR PERMIT eL2Le' ' ' .1. T c ,mom - / SCALE:r•2o•-0•_ ONLY_ _ c- - - I ■l m ev'um TO''''wn= e t 0 5 26 60 100 „ ;PI" t 'vi"A0 to' SeA e„ `Iy ,,,, ^ FIRE•RESISTIVE CONSTRUCTION NOTES WALL KEY •111LDING� B' ' I me n eo.0twcttoo Te0o0oeocr AT u n I P 5 oN CI ac .sour common wa.am seer,a•An Level P1&P2 s.1'e- I ia`nou>"eonc,7n`m�'eec°"'nor;UFo.T.eo00 building plans SECTION KEY kg.1(Rf&SIF'kill!' "A.1008 P1 - el. 20.5' & 21.5' 5; We P.ASKIroe .CRACC :�o.;w Tea t> :,IZ C ..�eto.o>, ,�_ ��p6„a.66 ,++X Me0 la 2000 a e•tw0visxe.rxu¢r•e..,,ee r'M0e1Au EAP63181BLDO-B\5P5-A2.O DWG BB eom0aet 87 standard 176 row parking etas 6000 2 00 rids) !mows arm,0 weeeeToe se. om _`_e0+__`,-,_,_ 2, ,-,-,_ 0Level P1 building floor plan(see sheets A3.0&A3.1 for enlarged plans) PLAN KEY A2.0 P•d0 • NORTHRN SANTA FE BURLINGTON JAMES &HEIDI BERGMAN NORTHRN SANTA FE BURLINGTON 1700E GOLF RD 400 1164 ABERDEEN.AVE NE • 1700E GOLF RD 400 SCHAUMBURG IL 60173-5820 RENTON WA 98056-2827 SCHAUMBURG IL 60173-5820 SOUND ENERGY PUGET PUGET WESTERN INC THE BOEING COMPANY PO BOX 90868 I 19515 N CREEK PKWY#310 PO BOX 3703 BELLEVUE WA 98009-0868 BOTHELL WA 98011-8200 SEATTLE WA 98124-3703 I I I I PUGET WESTERN INC I CITY OF RENTON I 19515 N CREEK PKWY#310 I 200 MILL AVE S BOTHELL WA 98011-8200 I RENTON WA 98055-2132 1 • • I I " I I I I I I I , I I I i I I 1 • 1 I I w r �I T'_ y ❑ `i I VET o o R '', '':,':-,.--.2-., ,- o o No 0 R , ° 0 �,,.o :'', Gene Coulon Park �� � 'r, F"' 10 CERCIS NSIS (, , .... O ^T•�A` ��7�v ^. _ • - ERCIS ALBA _ • F G , + �O� • i` FOR FORMAL BACKDROP ...,, . ,,..„ " 3.1 l. r L .oTy ( us s s Qr aP V ■r , ,V+� q r` \IAy € lle CII, a 1 r � r , .. '1 ..-d' ) :'il�s:�• .ails'% p , 4" •. 4 _.10". ga:iI W 3 I YYYI %ED SHAOE TOLEflANT TREES. r, SHRUBS.VINES &OROUNDCOVERS / SEE PUNT LIS) � ,. Building B-01 Building B-02 (-----Th z A w x 1 • Tn l '' Southport Building B ; ... (A(RBUTUS UNOEO fOR STiER SCREEN) $/,r! 4 F.____ Building B-03 Building B-04 a ARBUTUS UNDEO INTPRAWBERRY IANTE BERIEED) I.� PRUNUS YEOOENSIS - YY (FLOWERING CHERRY) ♦ _ . IN TREE PITS JS • .et .....„..... BuNLDINS B __ ww hi E ��n� (\�\ T SCHEDULE CARPINU IUSJBLUS u ..... -- . tee-. 1f ss.. Lv,•„a v�� o�, a M1r �/ \\\V1 1)1 TREE PITHORNBEAN) INUTREE PITS ORNBEAN) TREES My • - ---- - - - - ... .:......�.- F(J�G'`.,RSN MITT - -- - - - ONLY NS DOCUMENT N.BEEN REPAREO FOR PEWIT APPUCADON NZ 6 SMELT -- -- -- LEVEL 1 PLANDNG PLAN- ---- _ - BALDING B .CO 11 — . - —_— s- _ _ - _ $C® 'ter �_ _L-301 vc hi NOT FOR CONSTRUCTION ...•--- - O , 1 0 e-• rant' — - see•,snr / (' ) s'a w 0 (dewanaipnppfrom props Y II 'I,`; _ - w//`I uu' ^ ' ( W IpriDoaeEJllon al fine 62 Gene Coulon Park - le9arlonperk0e access • 4 OF i• r�pertr lino • . C�STA -..,:, -/eknanelon tram 4roDerty Ilne �p—^����a�� �V V 3 - - J` 7 I bsnchmuk to in ersact on al grids Aa14 O VA �� r�• 4I2, 4' A O O/ _ ` „- •� - "c:""' ° a4 ask o Dark M E'•' 0 W O CTA T'.:.‘= =-` O I 0wn7 0; ` ... — �, ,/ DN agswc are s iI \}._ (ail )� / �• .Lwi W}�rt ti 41sIIrie'tgIRI 'Qn a*spiv..k o� ::� �tll!!s e i '611 1,'QA C. MILI •0" v ) �■■� • ilni w0i"'e r 11I,11. .vie q- b'OSI't" rt j;' >.ry tit1a +rka p ro i' 7 �_��� ■. _ ---------- �_.___ .+k �' ✓fw�w.-..t�aVia- _ •/ _�•'--,s-�,.....r�.�sJ_a-- 3Sii.afl.• Y..~•__aw•v r � `� .'��i• '( b• ll0ing eetDeck to park �_yJ I I °T �__' '! - •a.�'� fA/� / \ ^ \ ,' • III I 1,-.-_- 41 mike? v - —_ 9 _ _ e _e e_- j�r i mmenaion from property Ina -- Q UegaWrQU etback to pea I I • " residential c¢mponent above shown dashed �� ��11 to mtareeplmn of glee Aau A :�,' ' , Dropoeee) Building B-01 Building B-02 NE - I 1 C. property line a O ■ i■■!,I1 _ i - a - - • - e_ / �� • `ll.��. ,� w�aara� - - -- L t-+ z I1 I �'� i1 o BI S , 1\01`,Oi N. /; F }• stair to level N1 1 ����� �__ _ ___� __J �_ '7___J-___Lf Z_J L_J- Z____�___J"'1__J -�J___ �' i o 1.. ..l ■o'it lti,■■�w�,ww,° `, �> W Cr) �uilYliI� r 1 1 � L ' a4 12111111■ fd'r ' ' : O r t0lfiretrucktravel/ �„ - outhport Building, 7-, �I� ,----- ■■IO■� a, - - , _ _ o— ^N stet,to level11, "' i� 0 Property fine I'■I Iri, --t--- r-1 1%/ . \�/ _-ill rJ \)'a. ;�N ii�� O 1 1AV ,,hV o-- 35'public waterfront I I w! promenade,typ. '■■B ■I • I • `tr �V 1■ p g 1 Building B-03 I,,,g,per landscape Building B 104 �,1% '�,, r J Egsung steam Pbnl-37226.o at ta°tprw - - °L ` la be remavetl®letsr date. - ,■■ ,�� • • ..-7L:— a^ "�I-11� � ' d31000fr0..W Permit.iAmlml Waling bulkhead ■■I ■I r stab to level RI „ to be removed®later sae. • fk cis fans a turnaround 1 r yA ®� © _�.-air 1•1cQ•e c)=[aA.F. 1 rc �.0 9 ri t `•Ilk r_,. , �^ paving patterns 8 materiels t1�10►41 �� 'lf+,.r�.., ,-----J--____�_- ----• / be per landecapm t _ __ =� Ilk 1 .I _ property tine J --- / oanoo-vP Jm ���� �f _ amour J adeee'- • .ee„a r I11\4I 1 great light pole,typ. ),' // tr I t `�aw Hl`E�°l Warr 119ht __ • pOB 1 1�trp. MEE,,' , • Bundin9'A' ' / i 1 i ^ n^ • (lutura ebuatwe) J 1 I`7 f Note: • Mite & building data: - , ,,II 5e5 moesae0a-arawings for detailed is MC -bBBo7.o square IL L T y FOR PERMIT deiulptiorLof paving-materiel?,grading and plantings /Building I'elloweble a propoa°d Dladln0 AL ---50'above highest grade ONLY 4 For temp.aecasa,grad09 oAut57gee see siva portion per 772 section 209.1IL BM il[pOZO `-- of We euDmllta �' / Building E'footprint 83772.383 square IL RR MOW MA wt'a'rml `; �;��' Floor by Boor square loan9u /� Level PI: 83081.383 square IL (BI yarYJng elelle yjovltled e•Bartm0ls ' Level P2: 53827.054 aware ft. ?j�11LDING'B'°.� total parking tt reW'vad.B e bi A3.11 for balance p(parkin& Level RI: 80381 equate IL(inel.eourtyud. L Omll al waterfront I ,, ., ,') / Lerol B2-B/� 41557 square ft./per floor. ^ site plan sr eevplopart for phase 01 •'i . `.,^� r�, , Parkin9} Bross poor trot 301922.43 square IL 1.5 stalls per,}nIt•.25 etallEy �M1 for guest puking= /' Tot.)propaae0 gmp0M0ue surfacing: 882B3.0 square ft. 188 prap0ead unite I 1.75•30G.IoI 00Wroe Dar City of Bantus % Total proposed 6ndecaping area 9058.0 square IL mpl no.0831s00 50 or ip� y ba provided ae eom9aete(g'-8"815'•8")'d par thew A2.0. , re a.nr sea nne T-°ne PrOvidf'10'ADA'stage per WAC 51-30-1000 table 11-8. L lie Nay 10,2000 (ee9'oleet A2.0 for Sloe&location of barter free parking) / ''•�'®E\a031B\BLDG-B\SPB AI-a DWG L`ve(Pt• 74 compact,.88 standard•8 ADA•4B �„� L'ersl P2• 88 com0?ct•85 standard•2 AAA• 75 Vain Ate/ trout puking provides. , g a0nd .g ■ �� ;TotA D.aAn fw BId 4' !'332•tale Drorlatl a r ad 320 25 Southport Buildinq B-Silo plan r (152 cavm�t a 170 atulbW(B'-0•%1Bw•)mautlDgi A'ado) MN o-e-----zs---� so too A 1. P•°P:r' OI I ! ! �ev....�. • \ \ • SYMBOLS a ____, otitlhp o L'\rt</ / /I 6t¢'i/9u'6=— �� o- m.wt.® MITHUN ....n....... \\\ ARR.rem OP Buildling ,B, `% i I.: Slt o \ �— 1083 Lake Washington Boulevard N, Renton, Washington\ - _ iv _ / �u •R.•Ra. ---- Permit submittal for all concrete work & uses within group S, division 3. (levels PV P2) • 0 �...m cornmas Group R, division 1 to be submitted at a later date. VICINITY MAP a1m 8 P4 PROJECT TEAM GENERAL NOTES GENERAL NOTES(cont.) ELEVATOR NOTES: �m� w•�� a..R e.UGMA ® g e.meama •.a. Z ELM.WANTAIIIVI M.Amon.ala um. P r� ��. .AMR.81'INE MI..&w: .. �P aart�..dma..m�. �r . ram",.. .R coo �. �.��... Q Rm. R..mm.® .a P...maaA_ . ,N OR REO ME SNALL BE m..m-mm,raMIMMOATED NOT MI TM IN MO NOT t�..rt"maaL MM.MOVE H am®a.�m.m �ma c. �`"'° rom..a • mace. a me WO...AOR ....°m.m...myTR�.' .._;me DRAWING INDEX: L.Exm ............m .a.aaIF THE �OMBECraNR00.3nM0 ORAL OE RUM Rma�MAm.Rm. am�..,� ...�� a Remy�FM � egm.i.m,.m aura RR r0 a a MT TO .WE M.d,vmn. RN.MR °.:.eC+PREMED ra�amuYro sE wmnm DAM PROJECT DATA Z M. Eas ......r..� Au TO.TO WYL MET a` u me wmo TORT. m AL AM TM TOAD MOT fliO.AIL NABOITYu.uamr,PROM HEMS TO LOVER mew°e DIAOR. PRENTECT.RIMMED MmmLm.e MT euR ME�are.rire .mv..emus aemr ROer m.PaaRArm.rw NM EGRESS ma EGRESS ORGYNE•LEVELS PI A PE In ALO AROTTECATT SITE PUN 1.-4 an mom.po.mommmmmL VI TIT ST.Ban en a.ELEC..501.al.NOT BE DIST.0 UM IC..MD MALL BE MOM MM.MINT RCONS al MN&I rdl r.22 2 I a�".CAMAuIMP BY NOTo. SWAM �e.W R.m.ORM a.E ORME Wu EEm.r,CRT.me O111 anon MEvm.m°n ' I '_/'� ENVOI BE LOCATED•ELEVATOR TOTIOT TOR HORN.OR SP.11 MEL PI PARTIAL ENUAGED TOON TAN MEER..LW MUTED eAmm TAU PER MS Et mma.um.pm BT .Tom) mL Tra `""' SUMOIEVEL PE PAMIR MARG.malFUN F-ll1 rj. M TAN u NOT REMAYE DOME.OF MT MUT OFTIE PIT FLOOR MO SITOPARE TO WM.FOR REMIT.Mt SITE ADDRESS POT USED NOT USED E.IN MORON TO MOU INMATED W.V. PROM AND LE.RI ANTRAL MOOR MN 01.16.0 B-01 P.UMW. MT PL4114 ORS PER LIEC MD EMI .O •romea.amaWameAAe •"'m° ELEVATOR AU A RM.ARMORMOT .mamma ENTRANCE •• H z LEVEL RI PARTIAL TOOR PLAN BOUM MS PER 11ATCHIVE .m...m....e E.PR..FIRE TOMS MO DANT BLOM PER VC TO. ae.M. ame2M AMMAVR.IMPBR MM. ......................... O LEGAL DESCRIPTION .,..L•m.I.BUTEMM.a.MOM CRT.MAN BMW LEESURA E z �a.•.a.a ... arRam.aem ma mn am m.A aWW P a.Rm Mammal.em..eA. EaLrtmmL.mmmm RE..BOY O",`P� PER MAMMAL c4 mW WmmWm m...wor ..lop......ma.mLe.m. SITE DATA lEATERIOR FAT.ELEVATE. r.sa„a.,�sa wee aa.mva m' ROOM" e�ara "�a�aram ea. ... RIOT OMANI. OR ALUM.PONTOF MEFIRE NOTES: Mae Q m W....� e.. ma..m..ma mLLL...� e�mum.aam eraM RYraraAMUR IV.UM. t EMIT MOP OMR:FOR.R.I.RETIRED TR MTV. ABBREVIATIONS AND W.ME80RW E m.M m mm eTON a T;.W. O Q MS ABMMUMMOe COR m omn meea BE nemn,ARCHITECT ,team ,m Pa MR. ESE .aa®.aaamR�m Aff ABOVE FM.. RR MM. BUILDING DATA NA ROT..1.012 Ott 13.�L WOOD M .m� m ...A OMITTED • «LmmCE WV rt.am rtmmLL® m.rtRaa RJR R ma a.R ACT ACT. MEL MAL OE DB.DETT MOTION • emRe.a r/� M.RRC....R ASOR M • _ TR AVERAGE . CU din.MR �/ U.v..v CITY..rtaKM rm,r.m.l...P v wW MM. CLame MOM.TAN WORE•MEET NOT ree.0) GomPo IL LOPE ALL TIA.DEM.v.EAPOm MUM. CAM.MD PAme A•A,mm Imam ACOORDATE OM MA INNO A9TE TEA M.MCM m.1.umrt CM A CPT CARPET N. MITT 199.6 TES.O NPSP mAx crO®e�. ... OD COMM OMOOOiEeY PaW SwW COTE..REAM VIT011.1 ALCM.WA MUT FRONT CR C.0 FEET PER MOTE CM TERM PL RUT.MR EL VENTER LOT ave TV i PROM a/LAYERS Of •PLYWOOD BROW TN AND SHOWER M A LAN �� A.WmTY Wn• msmpCCm aam.la S.m �rtroro-�eNOT RP. NOTE u r.•evm...tm At OF amC* ITLEOUR.. CM MAY DETALS m m...eY0.1.w¢M1I ELmwme nme mAmm mm DRAWINGS Wm mow ROE MUM im 103Y.16 mmY me.x.a am mg.move moos,um. YARMISITE TRADING AND WON M.W° S-.c VOL....2 Lam uvm.i.ELL a t1°1 Pue.O`NC.•�SHEET NOT IRMO `DRUM .WC PM"moss ATmar°era/ma E... .ovum .e aPROM tulle m EMUS uwmme Me U.Emma tmem COMM.lmra W.MM. MI DET. 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O•m• MVO.SAHIi MEW."`U •11..MR.OM__ .mmR..Ear VMS MD REM..111 .Ram WOOmavaL emaLRm. orr MOT.EIEWER PUN AND PROFILE �— JRO _ rp tm OmC eEea.Mete iAmUM em u.r.L __ CAf TO UT ERER101 Rd 6a SWAM SEWER MN AND PROLE me MM.Hera .rta�iwlamlOn Ra.OROmI Wcaxemctr..OK vcrlw em0 ACT.OM mul Or TM mrt NATO. ▪ ,..v.....0 X°$°romm mnx•dun` MKA tmi.-ncm imL.Wee MErc.i '� .Om aaAID DIN.E.¢.v.0 mR e.me x OWE I.nl 061i00-YF ENT MM./DOOR TO roe EM NAVE TAA.31 Pa MC.1m A® C �e Mr WATER MN MN 06 -e SHEET ROT 195IRa1 m0.f1•im+.`.Bien TAMALE my•tiaeermie mOoaaWA LOMCDON .M. CONILMTOR °Y WIM Va. CO°m°. rAYdaNWFm AEDPAT. — CO. PAVING MD EMPIN PLAN ENERGY NOTES .a.mm•LMai.BOMBE Id.MOM Ma r WM.or .m BARRIER FREE NOTES: mIX. MO CY COOL. PLAN T.O. TOP OF CAS PAVING MO BR. ao„ MDT 11. INSTATE MCA WEI Ma.RI'NOT WITEO MO WM all.. PAVING MO SOON PO WOES• RmMm ti«-� R , t AL Mu NOLL iWu:'n MM. 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R...310 WMrR Ra Leaf aMm O..e.-eoR1x CO. Rill ELEVATOR Won�.R eum[mmdx. LOAD mmmr.mWrmruE.°¢ru. Iwo mpLm.80916.00 O21SALEM OEM 'mu BL 0+talc robn'W BATHROOM�y BEV SHEAR WALL ELM..AND DEM. May 1B,T000 LEm n CE m°OaameeW A.L MOVE Rao rum•.u.MUM mRl uwi tt � O arAan H. rZRE:S ..RaaW M.mWlnrma."nEamL WmLmM..”m Wearmm W��°" A..1. MAY UM.n,mamE mr.pm. A0.0 Pi°PmLe O vv 1 , °.I • ill in 1A CT 13� T E_ ±I 2 \ n m ;o TRACT 12 , x I41S AC 3 lP r O -13 ° ° e, \SS61 2 II in r 53tl�i ;yUy (TA • y 11 1\ Z o 'd L;i'dai / 6 y7N tlY V N \ \\): LEV AVE.,* N. . r wimh..ua stax .. ��s.a a L.,Eo. •- � daY nor' _ —.__._.—.- r.._._.i r rn \.\IL j ' 1- ' ,. ' 'II \ Cr)4'',C' _--•- “\-:\,. k--:-''‘, \\ � ` \ /�S �9 �2\ ry - y ' N • _ /0A(�,32 yC O / N A /, ti Z "RYpv\ s m • 4 o fi om` \ \ . ,x \ D LAKE a WASHINGTON BLVD. N. =---.4 aCq;�- . '•�rso < 1:,-__ \.. are as 9 -_ _, ; y '•;i; tel:*' ;! :/- N a ; _ N30ad0 � ° �; SN IHSV M ` s` N1„° \ � s N A' d � I s -.all, • � Yw a ° —31V1Sa31N04' o o ' ra > _ :_.,.. w - l HI°_ � 'eN J .3l , m JONE5 �YIIPP"- :,. � I 1 7 1I- g3.9> vzg _ mm. I_N o r._-15� SOUTHPORTm< 0 i ao RENTON, WASHINGTON :I � o+h''^,'�^�pa ° T Ir : rre ';.t ',^.I Lit. �O R I I R � k a. • ;111111N6,AASfAUtNAAAAAIDfg5L FAX BWI�G.1113.11110 I ;S'n �� I ... am..y .0000602 OP,O y •Ii; I ll irM w f Ill II It n 1 I i t N I ' • s c6 c,.. - -----, '*,.I'fit A•-. • ..a,.. rx.y 'SI 1, 1 -<..' I�- ! = _.: \ '" ''' -ma`s::i)A „o„e;1 /Onga go- y ySu 'v1 1 �.' N ' AA q0�� 1�f !p pl 11' 1f� : SOUTHPORT j�� � RENTON,WASHINGTON I Ii. COUGHLIN PORTER LUNDEEN •• x,,,,,,,,,,,, „-,,,,,,, 4110 O City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due: JUNE 14, 2000 Reviewing Application No.:LUA-00-073,SA-A Date Circulated: June 7, 2000 Applicatio Applicant: Rex Allen/SECO Development, Inc. Project Manager: Elizabeth Higgins Applicant: Project Title: Southport Building B Work Order No: 78696 Project Titl Location: 1083 Lake Washington Blvd.North Site Area: 2.2 Acres Building Area(gross): 283,112 s.f. Site Area: SUMMARY OF PROPOSAL: The applicant has requested site plan review (Level 1) of a 283, 112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project,the Southport Planned Action. A shoreline permit was granted, May 2000. A. Environmental Impact(e.g. Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments 4)0AV 7)"4-(47r/P. V New water main, fire hydrants and DDCVA will be required and must meet fire flow/fire code requirements per Renton Fire Department. Water main will be required to loop around all buildings and be installed in easements held by the City of Renton. Water meters will be required for domestic service and irrigation, sized per current UPC requirements. Water (SDC) fees of $0.113/sq. ft. of gross site area will be required with redevelopment credit to apply. fge6e,44-1,1-447-- ---'64-c7° Signature of Director or Authorized Representative Date 0073Southport V Cityof Renton Department of Planning/Building/Pub cc Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due: JUNE 14, 2000 Application No.:LUA-00-073,SA-A Date Circulated: June 7, 2000 Applicant: Rex Allen/SECO Development, Inc. Project Manager: Elizabeth Higgins Project Title: Southport Building B Work Order No: 78696 Location: 1083 Lake Washington Blvd. North Site Area: 2.2 Acres Building Area(gross): 283,112 s.f. SUMMARY OF PROPOSAL: The applicant has requested site plan review (Level 1) of a 283, 112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project,the Southport Planned Action. A shoreline permit was granted, May 2000. A. Environmental Impact(e.g.Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments SURFACE WATER: The site does not require storm drainage detention plans, but will be required to provide water quality treatment for new impervious surface subject to vehicular use as well as temporary / erosion/sedimentation control plans per the KCSWDM as adopted by the City of Renton. Any new impervious surface installed on site will be required to pay(SDC) fees of$0.129/sq. ft. WASTEWATER: New sanitary main with access points (MH) and connection to Metro east side interceptor (96") at existing access point (MH) to serve the site will be required. New buildings on-site will be required to connect to the mains via sidesewer connection at$80/connection by permit. The covered parking garage area of Building `B" will require the floor drains to collect surface water and direct the flow to an oil/water separator with discharge to the sanitary sewer system. Wastewater (SDC) fees of$0.078/sq. ft. of gross site area will be required with redevelopment credit to apply. / O 6-1Y-00 Signature of Director or Authorized Representative Date 073Southport City a. ..,,..ion Department of Planning/Building/Pu orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: CDl2Sij'lcf f 1G✓J yvi6A COMMENTS DUE: JUNE 14,2000 APPLICATION NO: LUA-00-073,SA-A DATE CIRCULATED: JUNE 7, 2000 OpmE APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabeth Higgins CITY OF RENTON PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 JUN 0 7 2000 LOCATION: 1083 Lake Washington Blvd North Ch SITE AREA: 2.2 acres I BUILDING AREA(gross): 283,112 s.f. RECEIVED SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I) of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. 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 (J n C I 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. t.t___Z I Signature of Director or Authorized Rep sentat vi e Date devapp Rev.10/93 v City of.._.._on Department of Planning/Building/Put /rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ' ' / L7N Dw►I L Due )0pmeeCOMMENTS DUE: JUNE 14,2000 APPLICATION NO: LUA-00-073,SA-A DATE CIRCULATED: JUNE 7, 2000 APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 LOCATION: 1083 Lake Washington Blvd North SITE AREA: 2.2 acres BUILDING AREA(gross): 283,112 s.f. SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I)of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. 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 PALLSPoS 1\et-pcf (25 cenvst5 tryvY wt7\-! T l-1C PLAIN)iv1 f1c 7(v,ti 47v/9 (AITF\ TING, j 4\Jt;t u St7L R. 0 {.ou c-( ssue3 _ ...face_ 5 17c7"t t?L44tAir1i rile. 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 a onal informs' • eeded to properly assess this proposal. 4f i4ril 44' h y/ Signature o•rector or • orized Representative Date devapp Rev.10/93 City off )n Department of Planning/Building/Publi -ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET -S L VIEWING DEPARTMENT: f1l✓OD✓"I COMMENTS DUE: JUNE 14,2000 ,- 3PLICATION NO: LUA-00-073,SA-A DATE CIRCULATED: JUNE 7, 2000 APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 LOCATION: 1083 Lake Washington Blvd North SITE AREA: 2.2 acres BUILDING AREA(gross): 283,112 s.f. SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I) of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. 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 I 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 `f ES 14,000 Feet 0 'Mt-G-Q..i. cse ( e,pA q-4 43-ka eft, aQ,t.o-ga (tia oQui a:c. o ataLte (milk tia. tt.a. Dzulau. ut G. - ctug. Puy ( tt -wiz ow C �V At ail> - Lust o'-L0 `a-U- uo w 4..u1Q �cA:4A1, ..-4.41?-4,GtO t itatA I M-144.4Qu 626 a cwItl t1A.. U,A- c AQ-6 .-- c. C"U O-t-a. j14:L. AlAtkAf2AL -A62'411, tt tt�Q c LA&048--a rUj t, trOil , aL�o - �u� ti .�e (g/. M,c wt O, Qrti .. €0,0 - t &.t - . B. POLICY-RELATED COMMENTS 64-4tAiso wdtc c Q ki,af6tt pLttosza t-42.w',A14142 p4-1154.-/6 1c41 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 informati n is needed to properly assess this proposal. 1 )1 Q� d4,44_, Woe) Signatur Director or Authorized Representative Date devapp Rev.10193 -,1•1,11*.R1, .1•511I .....eR. _ _t n f— it= 7 9 __ __-. 1 . / I L_ •I-. Li Ma m I f„ 1 _. .„. . ..,„„ 0 c', e 1 1 f ( i I F�'r .�. i r r'� i n Iw rigr_lopi.-: M N M . [I. 41 I — II A ..- - . .. 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V-. r- ir 1 " . III�T r lit J City a Eton Department of Planning/Building/Pu Vorks ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET al REVIEWING DEPARTMENT: Ply \( S COMMENTS DUE: JUNE ,2000 CO 1 1 �� APPLICATION NO: LUA-00-073,SA-A DATE CIRCULATED: JUNE 7, 2000 c n APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabeth Higgint.2., 02. PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 ��"y O Q LOCATION: 1083 Lake Washington Blvd North �S p O SITE AREA: 2.2 acres I BUILDING AREA(gross): 283,112 s.f. OmL ll► SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I) of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. 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 I.,/u i c._ 4,6 ‘,./ervy706i4.j9iS r--16 i C 4•4(2-- r 2 a _ .......L.,a4 ,/,..00...e A.., _ irdit -/ B. POLICY--RELAY COMMENTS 4.a--;;("A.7(74.7 r71 /1".:tclagei /c/C/ OW , e t �- � /c,(imitiv_ad, e-y2__ e•-r-e-e-t ---)-z. , - (354, --/ A' doe ,rAic, arv):-/--„rfit-d-c.) � l i;/4/I -(7/7 z0 ../_,,��,� 7'/2/� ,/./L 4f l /fie /c�'YX 72 y �e 1x7JJ C. CODE-RELATED C MENTS ,ett6 d�� , !\ ei/1111 /1/1 - v , 't 1 (i. , �- We have reviewed this application with particular attention to those areas in which we have expertise and have identi ed areas of probable impact or areas i where adfiitional information is nee d to properly assess this proposal. '- AL 0 1,(,Qei ' a,41.__,. 6//5/0 Signature of Director or Autho ed Representative Date devapp Rev.10/93 10111 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Transportation Comments Due: JUNE 14, 2000 Application No.:LUA-00-073,SA-A Date Circulated: June 7, 2000 Applicant: Rex Allen/SECO Development, Inc. Project Manager: Elizabeth Higgins Project Title: Southport Building B Work Order No: 78696 Location: 1083 Lake Washington Blvd.North Site Area: 2.2 Acres Building Area(gross): 283,112 s.f. SUMMARY OF PROPOSAL: The applicant has requested site plan review (Level 1) of a 283, 112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project,the Southport Planned Action. A shoreline permit was granted, May 2000. A. Environmental Impact(e.g. Non-Code) Comments No comment. B. Policy-Related Comments No comment. C. Code-Related Comments The site will require street improvements per Codes and City Standards. As a portion of the street improvements one traffic signal will be modified, one new traffic signal installed and the roadway channelized to handle existing/new traffic flows through and around the development. Signal and related channelization/street improvements to be completed prior to any building occupancy. Traffic mitigation fee of$75/trip will be required(see attached calculated mitigation for amount due). �,- �t c —/Sf—O O Signature of Director or Au orized Representative Date 073Southport City of ton Department of Planning/Building/Pubks ENVIRONMENTAL It DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Travis pOVI -%py1 COMMENTS DUE: JUNE 14,2000 APPLICATION NO: LUA-00-073,SA-A f DATE CIRCULATED: JUNE 7, 2000. APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabet Higg*TY LF R SEI7'�IrC ES �O FtENT©N PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 JUN 0 7 2000 LOCATION: 1083 Lake Washington Blvd North SITE AREA: 2.2 acres BUILDING AREA(gross): 283,112 s. E CEIVEr) SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I)of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Wafer Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet ' ✓ev, � �I� IMPS 7 (i g)( (47) -f m077)(1-{0,67)(0.25) = See 4U8 r 24$,5 4,17 --tv I p s err tire. At '.Y 7 fve-t C.✓i n Cet ics. ul 7 Sou7`Iip�✓I r '�l� )3`�7• 5D LC✓cl piav/ • B. POLICY-RELATED COMMENTS aryl-toy( tee 06 t 7, 357. to 12e cvedr tent tdGfm v>( cos7 K S irucC o- c'l 1D f' '1 c G(, c_ cr He II Z. tot, t C. CODE-RELATED COMMENTS • S;t vela7�I.t c_havtvleliz_ur,ofr/c7v-ea /vl4pv0 / Zo A cvPpy/t ti pvla to vccm'0 tcv' . 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. A)e'(/ h&F 6/74C) Signature of Director or Authorized Representative Date devapp Rev.10/93 $ 0 DEVELO or' PLANNING CITY )F RENTON ..LL Planning/Building/Public Works Department J e Tanner,Mayor J U N 2 3 2000 Gregg Zimmerman P.E.,Administrator June i, luuu RECEIVED RSD 403 'ECEIVED Superintendent's Office JUN 15 2000 DI Renton School District #403 OFFICE r; 300 SW 7`h Street SUPERINTENDEty, Renton, WA 98055-2307 E C E@ V E CAPITAL PROJECTS Subject: Southport Building 'B' LUA-00-073,SA-A tx4'•jtos•'Ay The City of Renton Development Services Division has received an application for 188Aresidential units to be located on a vacant 2.2 acres. The property is located at 1083 Lake Washington Blvd North. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. (K) Elementary School: 7O/n2d71, L4&c4 ye Middle School: /1/11°9M/'TT High School: 4947? Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes )C No Any Comments: Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7382. Sincerely, • Elizabeth Higgins, AICP Project Manager school, /kac 1055 South Grady Way-Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer • City or rtenton Department of Planing/Building/PuL,. .Vorks ENVIRONMENTAL 8 DEVELOPMENT\APPLICATION VIEW SHEET REVIEWING DEPARTMENT: }gyp i COMMENTS DUE: JUNE 14,2000 APPLICATION NO: LUA-00-073,SA-A DATE CIRCULATED: JUNE 7, 2000 APPLICANT: Rex Allen/SECO Development, Inc. PROJECT MANAGER: Elizabeth Higgins PROJECT TITLE: Southport Building B WORK ORDER NO: 78696 LOCATION: 1083 Lake Washington Blvd North SITE AREA: 2.2 acres ( BUILDING AREA(gross): 283,112 s.f. SUMMARY OF PROPOSAL: The applicant has requested site plan review(Level I)of a 283,112 square foot building that will have 188 residential units, 323 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II site plan review was previously approved for this project, the Southport Planned Action. A shoreline permit was granted, May 2000. 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 ackqd • 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 informati.n is needed to properly assess this proposal. C . � 9- GR) v Signature of Director or Authoriz= presentative Date fiatinnn Rev.10/93 -Uf-"tA 1 Lvq n — 49 ,4 PROJECT LUA-00-073, SA-A Southport Building B City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET (Continuation) POLICE RELATED COMMENTS 172.96 Police Calls for Service Estimated Annually(mixed use structure) CONSTRUCTION PHASE Theft from construction sites is one of the most common reported crimes in the city. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2" throw when bolted. Glass windows in the trailer should be shatter-resistant. I also recommend the business post the appropriate"No Trespassing" signs on the property while it's under construction(flier attached). This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. COMPLETED BUILDING Each residential unit should have solid core doors,preferably metal or metal over solid wood with peepholes and heavy-duty dead bolt locks. The bolts need to be at least 1-1/2" in length when extended and installed with 3"wood screws. Alarm systems are recommended for each residential and business unit. Solid walls in any stairway or decking should be avoided; this would serve to limit the visibility and provide a place for a criminal to hide while waiting for a resident to return home. Each unit should have their individual unit numbers listed clearly with the numbers at least 6"in height of a color that contrasts with the color of the building and preferably placed under a light. In addition,there should be some directly outside the building for visitors. This will also aid police or medics who respond to a call in finding the unit they need to go to. The underground parking will assist in protecting resident's vehicles from auto theft and theft from motor vehicle,but additional care should be taken when it comes to lighting the area. Proper lighting will help residents feel safer traveling to and from their vehicle and will help protect the vehicles that will be parked at these locations. I would strongly Page 1 of 2 PROJECT LUA-00-073, SA-A Southport Building B City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET (Continuation) recommend a security entrance at the residential parking level. Additional parking areas could be provided outside the building for non-residents and/or visitors.) It is recommended that the residential areas be secured with controlled entrances to dissuade trespassing of non-residents. Landscaping in and around the exterior of the property should not be too dense or high. It is important to allow visibility. Too much landscaping will give the property the look of a fortress and make the residents feel isolated, and could also possibly give a burglary sufficient coverage to break into a business or obtain access to the residential units inside. Page 2 of 2 • .... tri-..�� Trespass t SINES Enforcement WAT ell '.:: • Quite often, business owners and managers are faced with crimes that occur on the property after the businesses are closed and the employees have gone home. Some of the crimes that occur are burglary, vandalism, graffiti, trespassing, drug dealing and robbery in the parking lots. There is a way for police and business owners to discourage these types of crimes from taking place on private property, and that is by enforcing the City of Renton's Municipal Trespass Code 6-18-10. In order for police to be able to make an arrest for Trespass, business owners or managers need to purchase signs and display them in conspicuous areas on the property. These signs need to include the following language: 1. Indicate that the subject property is privately owned and; • 2. Uninvited presence on the specified property is not permitted during the hours the business is closed, and; 3. Violators will be subject to criminal sanctions pursuant to Renton City Code 6-18-10. MOST IMPORTANTLY-THE SIGNS SHOULD BE CONSPICUOUS FROM ALL POSSIBLE POINTS OF ENTRY TO THE PROPERTY, AND ALSO BE PLACED ON THE EXTERIOR OF THE BUILDINGS. This way when a lip suspect is arrested, he/she will not be able to claim as a defense that he/she did not know he or she was trespassing. EXAMPLES FOR TRESPASS SIGNS: NO TRESPASSLNG NO TRESPASSING This is private property. Persons without specific No Trespassing after business hours business are not authorized to be on the premises between (insert specific times). Anyone on the the hours of(insert the hours your business is closed). premises after business hours is subject to Violators are subject to arrest and/or citation for criminal arrest and/or citation for. Criminal Trespass pursuant to Renton City Code#6-18-10.. Trespass and/or impoundment of vehicle. Per Renton City Code #6-18-10. By enforcing the Trespass Ordinance, business owners and police will be sending a message to criminals that they are not allowed to conduct criminal activity on the property. In making arrests for Trespass, police may be preventing the more serious crimes from taking place. 110 `.vY 0. COURTESY OF RENTON POLICE DEPARTMENT CRIME PREVENTION UNIT 235 - 2571 • CIT OF..RENTON . _ . Tire pepartment .Jesse Tanner,Mayor:: . . • . _ Lee Wheeler Chief:•.: ::December 4,.2001 Mr. Rex Allen,Project Manager SEGO Development Inc. • 11009 Northeast 11"',Street:` • : Bellevue, Washington 98004 .. ; ". : " . _.... Dear.Mr. Allen: • Subject: Fire Access at The Bristol at Southport _L.£4-1, - c 7.3.. 1083 Lake Washington Boulevard North • This is to reconfirm our agreement concerning your recent submittal of the promenade site plan •including the proposed ;paving plan`"in ,_areas of required"Fire Department. apparatus access. The Renton Fire Department.will agree to the plan with the following clarifications: . ;:x - • No fire lane signage or markings will be required at"this:time on the controlled access road area north of the cul-de-sac between the building and the.lake. • If, upon future inspections, obstruction`;oftheaccess.road becomes a reoccurring problem, fire lane signage will-be'required to be installed by the current owner of the property per Uniform;Fire Code Section;901.4.2, 1997. Edition, and City Ordinances #3733 and#4130. - • All other required fire apparatus'access roads south of the cul-de-sac and throughout the project will require the installation of fire lane signage and striping per City Ordinance#3733 and#4130: • The proposed bollards shown on the north edge of the cul-de-sac and at the secondary access at the city park must be submitted to the,Renton Fire Department for approval. - Standard bollards installed with sleeves in the ground are not acceptable. :. If you have questions, please contact either Corey.Thomas or myself at (425) 430-7000. Thank you for working with our department to ensure a fire-safe working environment in this community: Sincerely;; .. Lawrence A. Rude Fire Marshal • cc: Corey Thomas,Plans Reviewer Elizabeth Higgins, City Planner. Dale Newcombe,Mego Construction • • • 1055 South Grady Way-Renton, Washington 98055 - (425)430-7000/FAX(425)430-7044 .. This paper contains 50%recycled material,20%post consumer 14 • rk1 �O Q /\ UThPO SECO Development 10843 NE8th St.,Suite 200, Bellevue, Washington 98004 September 5, 2000 Elizabeth River Higgins Senior Planner Development Services.Division Development/Planning Renton City Hall—6th Floor 1055 South Grady Way Renton, Washington 98055 re: Southport Parking modification request CLAJA - 079? / 5a -A) Dear Elizabeth, I am writing to request a modification to the City of Renton parking standards as they relate to our Southport project. The modification request is for stall dimensions, drive aisle dimensions and allowable ratio of compact stalls. We are proposing modifications that are similar to the City of Bellevue standards. Proposed standards are attached for your review. I understand that this is an Administrative review not subject to appeal. To address your request for Authorization for a Joint Use Parking Facility I have included a parking demand study provided by Transpo. This study illustrates that we have an adequate number of stalls in the building to serve the residential tenants as well as retail and restaurant tenants because of the off set in the peak demand for these uses. Also enclosed are proposed terms governing parking to be included in any commercial lease in the building. Actual numbers of stalls and other particulars of each lease will not be known until we have tenants, but these are the types of clauses which will be included in the lease. Copies of executed leases can be provided to you for your review with respect to numbers of stalls provided to tenants and the length of the lease. Please let me know an estimated time for the completion of this review and if you need any additional information. Sincerely, • Re Allen utowrea4snen9ArdiS, t o R Development Manager nEtt.191D SECO Development SEP 0 6 2000 BUILDING DIVISION AUG.17.2000 10:41AM MITHUN PARTNERS NO.636 P.1/7 ry •ter, • • 1 1111 . FAX To: Rex Allen • Project 9831804 R x NR #: Company: SECO Development Project: The Bristol at Southport From: Jim Bodoia Fax#: 425-637-1922 Date Sent: August 17,2000 Page 1 of Rex, Please find attached a copy of the sections from the Bellevue Parking Code that were used to layout the garage at the Bristol at Southport. Please note that in order to have all lanes and column spacing be the same we always have compact stalls opposite a row of standard stalls. We are using the dimension for a two-way single loaded ,90' double shipped 8'-6"stall for half of each lane and then using a compact stall dimension for the other half. This gives us an isle width requirement of 58'-9"and we show an isle dimension of 60'-0". Are you confused yet? Give me a call and I'll walk you through the logic. Jim • • • • • pier 56, 1201 Alaskan Way,Suite 200 Seattle,WA 98101 TEL(206)623-3344 FAX(206)623-7005 www.mithun.com • Page 1 AUG.17.2000 . 10:41AM MITHUN PARTNERS NO.636 P.2/7 Bellevue Land Use Code 20.20.590 Table 1 • One-Way Traffic and Double Loaded Aisles Parking Bay Width 8'-8"S.S. 8'-1 0"S.S 9'-0"S.S. 9'-2"S.S. 9'-4"S.S Parking 8'-4"S.S. 8'-6"S.S. or 8'-4" or 8'-6" or 8'-8" or 8'-10" or 9'-10" Angle Stalls* Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls 30 43'0" 43'0" 43'0" 43'0" 43'0" 43'0" 43'0" 35 45'3" 45'3" 45'3" 45'3" 45'3" 45'3" 45'3" 40 47'4" 47'0" 47'0" 47'0" 47'0" 47'0" 47'0" 45 50'3" 49'10" 49'5" 49'0" ' 48'7" 48'5" 48'5" 50 52'8" 52'3" 51'10" 51'5" 51'0" 50'6" 50'1" 55 54'7" 54'2" 53'9" 53'4" 52'11" 52'5" 52'0" 60 56'5" 55'11" 55'5" 55'0" 54'6" 54'0" 537" ' 65 58'2" 57'8" 57'2" 56'8" 56'2" 55'8" 55'2" 70 59'7" 59'0" 58'6" 58'0" 57'6" 57'0" 56'6" 75 60'11" 60'4" 59'9" 59'2" 58'8" 58'1" 57'7" 80 62'2" 61'7" 61'0" 60'5" 59'10" 59'3" 58'8" 85 63'2" 62'6" 61'11." 61'3" 60'8" 60'1" , 59'6" 90 64'0" 63'4" 62'8" 62'0" 61'4" 60'8" 60'0" • "Minimum Stall Width Note: S.S. means single striped stalls; D.S. means double striped stalls . Parking Angie /17 44 X . • Pcirking Bay Width 97 (Revised e/97) ' AUG.17.2000 10:42AM MITHUN PARTNERS NO.636 P.3/7 20.20.590— - Bellevue Land Use Code Table 2 . One-Way Traffic and Single Loaded Aisles ' Parking Bay Width 8'-8"S.S. 8'-10"S.S 9'-0"S.S. 9'-2"S.S. 9'-4"S.S Parking 8'-4"S.S. 8'-6"S.S. or 8'-4" or 8'-6" or 8'-8" or 8'-10" or 9'-10" Angle Stalls* Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls 30 27'6" 27'6" 27'6" 27'6" 27'6" 27'6" 27'6" 35 26'7" 28'7" 28'7" 28'7" 287" 28'7" 28'7" 40 29'11" 29'11" 29'6" 29'11" 29'6" 29'6" 29'6" • 45 31'11" 31'6" 31'1" 30'8" 30'3" 30'3" 30'2" 50 33'10" 33'5" 33'0" 32'7" 32'2" 31'9" 31'4" 55 35'7" 35'1" 347' 34'2" 33'8" 33'3" 32'10" 60 37'3" 36'9" 36'3" 35'9" 35'3" 34'9" 34'4" 65 ' 38'9" 38'2" 37'8" 37'2" •36'8" 36'2" 35'8" 70 • 40'3" 39'8" 39'2" 38'7" 38'1" 37'6" 37'0" 75 41'8" 41'1" 40'7" 40'0" 39'5" 38'10" 38'4" 80 43'1" 42'6" 41'11" 41'4" 40'9" 40'2" 397" 85 44'6" 43'10" 43'3" 42'7" 42'0" 41'4" 40'9" . 90 46'0" 45'4" 44'8" 44'0" 43'4" 42'S" 42'0" 'Minimum Stall Width • Note: S.S. means single striped stalls; . D.S. means double striped stalls . - yr Parking Angie do . t,. o Parking Bay Width . • (Revised B/97) 98 AUG.17.2000 10:42AM MITHUN PARTNERS NO.636 P.4/7 Bellevue Land Use Code - 20.20.590 Table 3 Two-Way Traffic and Double Loaded Aisles Parking Bay Width 8'-8"S.S. 8'-10"S.S 9'-0"S.S. 9'-2"S.S. 9'-4"S.S Parking 8'-4"S.S. 8'-6"S:S. or 8'-4" or 8'-6" or 8'-8" or 8'-10" or 9'-10" Angle Stalls* Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls D.S. Stalls 30 51'2" 51'2" 51'2" 51'2" 51'2" 51'2" 51'2" 35 53'3" 53'3" 53'3" 53'3" 53'3" 53'3" 53'3" 40 54'10" 54'10" 54'10" 54'10" 54'10" 54'10" 54'10" 45 56'4" 56'4" 56'4" 56'4" 56'4" 56'4" 56'4" 50 57'8" 57'8" 57'7" 57'7" .577" 57'6" 57'6" 55 58'11" 58'9" 58'8" 58'7" 58'6" 58'5" 58'4" 60 59'11" 59'9" 59'7" 59'5" 59'3" 59'1" 58'11" 65 60'11" 60'8" 60'5" 60'2" 59'11" 59'8" 59'5" 70 61'10" 61'5" 61'1" 60'9" 60'5" 60'1" 59'9" 75 62'7" 62'1" 61'8" 61'3" 60'9" 60'4" 59'11" 80 63'3" ' 62'8" 62'2" 61'7" 61'1" 60'6" 60'0" • 85 63'9" 63'1" 62'6" 61'10" 61'3" 607" 60'0" 90 64'0" 63'4" 62'8" 62'0" 61'4" 60'8" 60'0" *Minimum Stall Width Note: S.S. means single striped stalls; D.S. means double striped stalls , j Z C7 " b y/i Stall Width e V ,\•*•< 7z Parkigleng An Parking Bay Width .�—U- • • 99 (Revised 8/97) AUG.17.2000 . 10:42AM MITHUN PARTNERS NO,636 P.5/7 20.20.590 - Bellevue Land Use Code • . Table 4 Two-Way Traffic and Single Loaded Aisles _ Parking Bay Width 8'-8"S.S. 8'-10"S.S 9'-0"S.S. 9'-2"S.S. 9'-4"S.S Parking. 8'-4"S.S. 8'^6"S.S. or 8'-4" or 8'-6" or 8'-8" or 8'-10" or 9'-10" Angle Stalls* Stalls D.S.Stalls D.S, Stalls D.S. Stalls D.S. Stalls D.S. Stalls 30 35'6" 35'6" 35'6" . 35'6" 35'6" 35'6" 35'6" 35 $6'6" 36'6" 36'6" 36'6" 36'6" 36'6" 36'6" 40 37'6" 37'6" 37'6" 37'5" 37'5" 37'5" 37'5" 45 38'6" 38'6"- 38'5" 38'5" 38'4" 38'4" 38'3" 50 39'5" 39'4" 39'3" 39'3" 39'2" 39'1" 39'0" 55 40'3" 40'1" 40'0" 39'11" 39'10" 39'9" 39'8" 60 41'1" 40'11" 40'10" 40'8" 407" 40'5" 40'4" 65 41'11" 41'8" 41'6" 41'4" 41'2" 41'0" 40'10" 70 42'9" 42'6" 42'3" 42'0" 41'9" 41'6" 41'4" 75 43'7" 43'3" 42'11" 42'7" 42'3" 41'11" 41'8" 80 44'5" 44'0" 43'7" 43'2" 42'9" 42'4" 41'11" 85 45'3" 44'8" 44'2" 437" 43'1" 42'6" 42'0" 90 46'0" 45'4" . 44'8" E44'0" 43'4" 42'8" 42'0" ' 2fa 0. t *Minimum Stall Width Note: S.S. means single striped stalls; D.S. means double striped stalls I$t l',LEw = /01-e 2CD . ::" • Es IS i I. Perking Angie Ai 4. 1415 r 9i.-15 , ‘.6k, Aita,_, ..; .z› dn. ,‘Vol '" Parking say Width (Revised s/97) 100 AUG.17.2000 10:42AM MITHUN PARTNERS NO.636 P.6/7 Bellevue Land'Use Code — 20.20.590 Table 5 Parking Design Standards for Compact Cars Parking Bay Width One-Way(1) One-Way (2) Two-Way (3) Two-Way (4) Double-Loaded Single-Loaded Double-Loaded Single-Loaded Parking Aisles, Aisles, Aisles, Aisles, Angle 7'-6"Stalls 7'*6"Stalls 7'-6"Stalls 7'-6"Stalls 30 38'4" 25'2" 46'6" 33'2" 35 40'0" 26'0" 48'0" 34'0" 40 41'4" 26'8" 49'6" 34'8" 45 41'6" 27'3" 50'6" 35'3" 50 43'6" . 27'10" 51'3" 35'10" 55 44'2" 28'1" 51'6" 36'2" 60 45'1" 29'0" 51'6" 36'6" 65 47'0" 30'5" 51'6" 36'8" • 70 48'4" 32'0" 51'6" 36'9" • 75 49'6" 33'6" 51'6" 36'9" • 60 50'5" 34'9" 51'6" 36'9" - 85 51'0" 35'11" 51'6" 36'9" 90 51'6" 36'9" 51'6" 36'9" . f,i-? (1) See Table 1 for an Illustration of One-Way Double-Loaded Aisles. (2) See Table 2 for an illustration of One-Way Single-Loaded Aisles. (3) See Table 3 for an illustration of Two-Way Double-Loaded Aisles. (4) See Table 4 for an Illustration of Two-Way Single-Loaded Aisles. G.trAu, 15'-', 51 '� - 126-a - �4r ' ' CNA rtitet644411 01101. IV,75 ._: . . V-.15- 101 (Revleed 8/97) AUG.17.2000 10:42AM MITHUN PARTNERS NO.636 P.7/7 20.20.590 Bellevue Land Use Code Plate A Striping for Parking Stalls • ra • a ��� V r ^ U) m 1 3 • O. Coy N tr w p` 0. eNo 5 a Q W 16'-0"min.for 45 and above 16'-0"min. 15'-0"min.for less than 45 • 1.2* 7117: c 3 -. a lc!! in 0. 41 I - 13'-0"min.for 45 and above 13'-0"min. I 12'-0"min.for less than 45 (Revised 8/97) 102 Transportation and Traffic Engineering _ PLANNING • DESIGN The Transpo Group MEMORANDUM TO: Rex Allen DATE: September 5, 2000 SECO Development FROM: ( \Jeff Schramm /Jennifer Lowe TG: 99235.01 The Transpo Group, Inc. SUBJECT: PARKING DEMAND FOR BUILDING B OF SOUTHPORT The purpose of this memo is to summarize the parking demand calculations for Building B of the Southport development. First, the peak parking rates are established, then peak parking demand calculations is made. Next, adjustments for internal capture and practical capacity are made. Finally, the proposed parking supply for Building B is compared to the peak parking demand and City parking code requirements. The Attachment to this memo summarizes the peak parking demand calculations for Building B. Project Description Building B of the Southport development will be the first building constructed and occupied. Construction is anticipated to begin in September 2000, with occupancy by September 2001 through November 2001. The building will provide 188 apartment units, and up to 10,700 gross square feet (gsf) of commercial space. The commercial space will consist of a combination of restaurants, retail shops, and offices. For purposes of the parking demand calculations, 6,100 gsf was assumed for retail/office space and 4,600 for restaurant space, which would occur in several areas of the building. The following sections describe how the parking demand is calculated for the residential and commercial space within Building B. Peak Parking Rates A peak parking rate (or parking ratio) is applied for each land use. The peak-parking rate refers to the amount of parking that is utilized by each specific type of land use during the period of greatest utilization. It included patrons (clients, residents, shoppers, diners), their guests, employees, and delivery vehicles related to each specific use at the peak. The TRANSPO Group,Inc. 11730 118th Avenue N.E.,Suite 600 Kirkland,Washington 98034-7120 FAX:425/825-8434 425/821-3665 Rex Allen The Parking Demand September 5, 2000 Transpo Page 2 Group The rates utilized for the Building B land uses are based on transportation industry standards such as the Institute of Transportation Engineers (ITE)1 and Urban Land Institute (ULI)2. The following parking rates were used to determine the parking demand for Building B. • Apartments- a peak demand of 1.04 stalls per unit is used, with a minimum of 188 stalls (1 per unit) reserved throughout the day for exclusive use by residents. • Retail-rate of 3.23 stalls per 1,000 gross leasable square feet (ITE). • Restaurant- rate of 12.49 stalls per 1,000 gross square feet for a "Quality Restaurant"(ITE). Shared Parking Calculations The peak parking demand for various uses occurs at different times throughout an average weekday. For example, peak parking for residential uses occurs in the late evenings, retail peak demand occurs midday, and the peak for restaurants is early evening. The Urban Land Institute (ULI) conducted studies that examined the daily patterns of parking demand for various land uses. These daily patterns were applied to the various land uses. The Attachment summarizes the hourly peak parking demand calculations for each use. Because different land uses experience different patterns of parking demand throughout the day, the cumulative demand for all uses at different hours leads to an indication of when the peak demand would occur and how much the demand would be. Parking for residents is recommended to be reserved in an area of garage separate from parking for retail and restaurant patrons, and guest parking. Therefore, it was assumed that, though actual use will vary throughout the day, at a minimum the total number of reserved spaces for residents (in this case 1 stall per unit) will be considered fully utilized on a 24-hour basis. This analysis uses a peak parking rate of 1.04 stalls per unit, resulting in a peak parking demand for the residents of 196 stalls after 9:00 p.m. As shown in the Attachment, the peak parking demand for Building B would occur at 7:00 p.m. with a total demand of 263 parking stalls. Internal Capture Internal parking capture refers to a condition where a parking stall that would be needed for one use (i.e. a restaurant patron) is also needed at the same time by an on-site resident. Because ITE parking rates are mostly derived from stand-alone uses (so as to easily measure actual use specific to one site) the peak parking rates do not inherently assume the same vehicle can be parked for multiple purposes. Although some level of internal capture was assumed in previous parking demand calculations for the entire Southport development, this analysis assumes no capture, in order to provide a worst-case evaluation of parking impacts for Building B. ' ITE Parking Generation,Institute of Traffic Engineers, 1997. 2 Shared Parking,Urban Land Institute(ULI). Rex Allen The Southport Parking Demand September 5, 2000 Transpo Page 3 Group Practical Capacity Parking facilities with commercial uses are rarely completely full due to turnover and the difficulty in finding the few remaining open spaces. Land uses with a high turnover of parking, such as retail and restaurants, have a lower practical capacity than residential uses due to the familiarity with a parking facility. Practical capacities for commercial uses typically range from about 80 to 95 percent. Applying a practical capacity rate of 85 percent to the 263-stall parking demand for Building B, results in the need for about 310 stalls to meet peak parking demand. City Parking Code Requirements The City of Renton Land Use Code specifies a parking requirement for residences, but not for the commercial uses in the residential building. For the apartment units, City code requires 1.5 parking stalls per unit for the residents, with an additional 0.25 stalls per unit for guest parking. With the proposed 188 apartments proposed in Building B, City code parking requirement is 329 parking stalls. Proposed Parking Supply Parking for Building B is proposed in two levels of the parking garage. The lower level has 175 stalls, and the upper level 148 stalls. Nine (9) additional stalls are provided on the street frontage of the building. The total parking supply for Building B is 332 stalls. Summary Parking for Building B is proposed in two levels of the parking garage. Parking for residents is recommended to be reserved in the entire lower level of the garage and a small section of the second level, which would mean that parking reserved for the residential units (188 stalls) would not be available for the retail and restaurant patrons. The proposed parking supply of 332 stalls exceeds the City of Renton's parking code requirement of 329 stalls. The supply also exceeds the peak parking demand of the proposed uses, which after accounting for turnover (Practical Capacity), is about 310 stalls. Therefore, the proposed 332-stall parking supply for Building B would accommodate both the City code requirements and peak parking demand for the proposed building uses. Attachment M:1991992351PARKINGIPARKINGM EM02 Attachment Southport Mixed-Use.Development - Renton, WA Weekday Parking Demand Calculations Building :B Use Apartments Retail/Office Restaurants Total Amount/Size 188 6,100 4,600 • Rate 1.04 3.23 12.49 Peak Parking Demands 196 • 20 . 57 • Peak Peak Peak Total • ' Daily Hourly Daily Hourly Daily Hourly Parking Time Variation3 Demand2- Variation Demand Variation Demand Demand 6:00 AM 100% 196 0% 0 0% 0 196 7:00 AM 87% 188 8% 2 2% 1 191 8:00 AM 79% 188 18% 4 5% . 3 195 • 9:00 AM 73% 188 '.42% 8 10% 6 202 10:00 AM 68% 188 68% 14 20% 11 213 11:00 AM 59% 188 87% 17 30% 17 222 12:00 PM 60% 188 97% 19 50% 29 236 1:00 PM 59% • 188 100% 20 70%. 40 248 2:00 PM 60% 188 97% 19 60% 34 241 3:00 PM • 61% 188 95% 19 60% • 34 241 4:00 PM 66% 188 87% 17 ' 50% 29 234 . 5:00 PM 77% 188 . .79% 16 70% 40 244 . 6:00 PM • 85% 188 82% 16 90% 51 255 7:00 PM 94% 188 89% 18 100% 57 263 8:00 PM 96% 188 87% 17 100% 57 262 9:00 PM 98% 192 61% 12 100% 57 261 10:00 PM 99% 194 32% 6 90% 51 251 11:00 PM 100% 196 13% 3 70% 40 239 12:00 AM 100% 196 0% 0 50% 29 225 Maximum 196 20 57 263 • 1. Peak Parking Demand is#parked cars on a weekday. Calculations are based on rates from ITE's parking Generation manual,2nd Edition. 2. A minimum of 188 stalls are identified for the residences at minimum of 1 stall per unit. Up to 8 additional stalls needed during some hours to account for peaks. 3. The daily variation in parking utilization is based on studies conducted for similar uses,as documented in the Urban Land Institute's(ULI)Shared Parking report. M:\99\99235\Parking\Bldg B Parking Demand.xls[Building B only] The Transpo Group, 9/5/00 • Southport, Renton Commercial/Retail Lease Parking Clauses Parkin• Tenant shall have the right to use non-exclusive,non-designated parking stalls for up to four(4)parking stalls per 1,000 square feet of usable square feet of leased space in the Premises at$ per month per stall. Parking rates shall be due and payable by Tenant as Additional Rent based on the number of stalls set forth above regardless of whether or not Tenant actually uses the number of parking stalls allocated to it. Such parking shall be subject to such rules, regulations, and codes as may from time to time be established by Landlord and/or governing authorities. If a parking administration program needs to be implemented at the Building, Tenant and Landlord agree to cooperate in the program implementation and Tenant acknowledges that Landlord costs associated with the program will be borne by Tenant on a pro rata basis. Transportation Management Program• Tenant shall cooperate with Landlord in meeting the objectives and complying with the terms and conditions of any transportation management plan applicable to the Building of Southport. Landlord will provide Tenant with a copy of any such transportation management plan now or hereafter in effect. CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 30, 2000 • • Mr. Rex Allen SECO Development, Inc. • 10843 NE 8th Street#200 Bellevue,WA 98004 SUBJECT: Southport Building"B"..Level I Site Plan Review, Project No. LUA-00-073, Dear Mr.Allen: This letter is to inform you that the appeal period has ended for:the.Administrative Site Plan Review decision dated August 11, 2000 for the above-referenced project. • No appeals were filed. The applicant must comply with.all Site Plan Conditions of Approval, in accordance with the report and decision. If you have any questions, please feel free to contact me at(425)430-7382. For the Zoning Administrator, Elizabeth Higgins,AICP Senior Planner • FINAL 1055 South Grady Way-Renton,Washington 98055 On the l(f� day of - ti • , 2000, I deposited in the mails of the United States, a sealed • • --envelope'containing I c avid I c1Stiv) - documents. This-'information was sent to: . Name Representing Rem • • • (Signature of Sender) 5 --� STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I. know or have satisfactory evidence that. ���pi,., signed this instrument and acknowledged' it to be his/her/their free and voluntary •act for the`bses and purposes mentioned in the instrument. i Dated: . 1 l ?2g.-o "��i ( � • ) l tale. C-(� Notary public i and for the State•of Was t ton MARILYN KAMCHEFF U NOTARY PUBLIC Notary (Print) MARILYN KAMCHFFF 1, STATE OF WASHINGTON My appointment exliftpPOINTMENT EXPIRES:6.29.03 4 COMMISSION EXPIRES JUNE 29, 2003 Pro eCINam6. s SOu{-Inp°mil" Blc�j" B " (.tu-el h( Project Number: LUI — (TO — 013 , S 11)_641 NOTARY2.DOC - • • ADMINISTRATIVE SITE PLAN REVIEW CITY OF RENTON REPORT AND DECISION AUGUST 11, 2000 APPLICATION NO.: LUA00-073 OWNER: Southport LLC APPLICANT: SECO Development, Inc. CONTACT PERSON: Rex Allen PROJECT NAME: Southport Building 'B' Level I Site Plan Review LOCATION: 1083 Lake Washington Boulevard North SUMMARY OF REQUEST: The applicant has requested an Administrative Site Plan Approval—Level I (SA-A)for development of a 283,112 square foot building, Building 'B' at the Southport project site. Southport is the redevelopment of the former Shuffleton Power Plant located on the shore of Lake Washington between a Boeing Company facility and Gene Coulon Park. The proposed project, Building 'B',would consist of four multi- story structures over a two level parking garage, portions of which would be partially or totally below grade. The four structures would surround a central plaza, which would be located over the parking levels. Commercial and retail uses would be located on the first floor(upper parking level). The project would consist of 188 residential units (9 studio, 139 one bedroom, and 40 two bedroom) on floors 2 through 5. The two level garage would have 148 stalls on the upper level and 175 stalls on the lower level. An additional 9 parking spaces would be available at grade, abutting the building, on the private street (332 parking spaces total). The proposed project would include approximately 8,077 sf of commercial/retail space on the first floor. A Level II Site Plan Review(the Southport Planned Action LUA99-189)was previously approved for this project. Building `B', located in the north portion of the Southport site,was a portion of that approved Level II site plan. A Shoreline Substantial Development Permit(LUA99-189) was granted in May, 2000,for potential development within the 200-foot setback area of a shoreline of the State. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR'i outLDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 2 Of 17 EXHIBITS The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application, proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No.A1.0, Bldg 'B'Site Plan (May 19, 2000) Exhibit No. 3: Drawing No.A2.0, Bldg 'B'Level P1 &P2 Building Plans (May 19, 2000) Exhibit No. 4: Drawing No.A2.1, Bldg 'B'Level R1 & R2—4 Building Plans (May 19,2000) Exhibit No. 5: Drawing No.A5.0, Bldg 'B'Elevations (May 19, 2000) Exhibit No. 6: Drawing No. L-101, Bldg 'B' Site Plan [Landscape Plan] (May 19, 2000) Exhibit No. 7: Drawing No. L-301, Bldg 'B' Planting Plan (May 19, 2000) Exhibit No. 8: Vicinity Map (March 25, 1999) FINDINGS, CONCLUSIONS, AND DECISION Having reviewed the written record in the matter,the City now makes and enters the following: FINDINGS 1. The Applicant, SECO Development, Inc., has requested an Administrative Site Plan Approval for development of a 283,112 square foot building, Building 'B',that would have 188 residential units, 332 parking stalls, and approximately 8,077 sf of commercial/retail space. 2. The applicant's file containing the application,the State Environmental Policy Act(SEPA) documentation, comments from various City departments,the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), a Final Supplemental Environmental Impact Statement and mitigation document was issued for the Southport Planned Action in September 1999. 4. Ordinance No. 4804 was adopted by the Renton City Council in October 1999, designating the 17- acre Southport site as a Planned Action. 5. Building 'B' is a part of the Southport Planned Action, representing 188 of a potential 394 multi-family units approved for Southport, 332 of 682 approved parking spaces, and 8,077 sf of a potential 30,000 sf of commercial/retail space approved for Southport. Therefore, it is within the approved Planned Action ranges for the proposed uses. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR'. LDING'B'; LUA00-073,SA-A AUGUST 11,2000 PAGE 3 of 17 6. The Southport Level II Site Plan (File No. LUA-99-189, SA-A, SM)was deemed consistent with both the range of plan alternatives evaluated in the SEIS and with the development levels as specified in the Planned Action Ordinance, and therefore,was approved on April 5, 2000. 7. No appeals were filed prior to the end of the appeal period on April 19,2000. 8. On July 18, 2000,the Southport Level II Site Plan Review, based on Level II Site Plan Review Criteria (RMC 4-9-200E), received an administrative approval. The appeal period for this decision ended on August 1, 2000. No appeals were filed. 9. Pursuant to the Shoreline Management Action of 1971 and Chapter 90.58 RCW, a Shoreline Substantial Development Permit was issued for the Southport Planned Action on April 11, 2000. 10. No appeals were filed prior to the end of the appeal period on May 24, 2000. 11. Compliance with Shoreline Substantial Development Permit Conditions: a. The applicant shall record a public access easement for public access to the promenade along Lake Washington. The access easement shall connect to Gene Coulon Park. The easement shall be subject to the approval of the Development Services Division and City Attorney prior to recording. The easement shall be recorded prior to issuance of building permits. [Applicant intends to comply prior to issuance of building permits] b. The issuance of a license under the Shoreline Management Act of 1971 shall not release the applicant from compliance with federal, state, and other permit requirements. [Applicant intends to comply with other permit requirements] c. A construction permit shall not be issued until after a twenty-one (21) day appeal period that commences with the filing of the Shoreline Substantial Development Permit with the State Department of Ecology(DOE). [No permits were issued prior to the expiration of the twenty-one (21) day Shoreline Substantial Development Permit appeal period,which ended with no appeals having been filed.] 12. The Level II Site Plan Approval was Phase I of the Southport Planned Action. Level I Site Plan Reviews, including this one, for Building 'B', are subsequent phases of the Southport Planned Action. 13. Plans for the proposal have been reviewed by all City departments affected by the impact of this proposal. Their comments are in "Advisory Notes to Applicant,"included herewith. 14. The City Council amended the Comprehensive Plan Land Use Map for the Southport area from Employment Area—Industrial (EAI)to Center Office Residential (COR) by Ord. No. 4796, adopted October 25, 1999. 15. The site was rezoned to COR 3 on October 25, 1999 (Ord. 4802). 16. The subject proposal is consistent with the Comprehensive Plan designation of Center Office Residential. 17. The site plan as presented, complies with the zoning requirements and development standards of the Center Office Residential 3 Zone (COR 3),with the exception of parking requirements, compliance with which is a condition of approval. 18. The south portion of the subject site was part of the original City of Renton, incorporated in 1901. The north portion was annexed into the City on December 8, 1959 (Ord. 1804). f ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR'. ....LDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 4 Of 17 19. Land uses surrounding the subject site include Lake Washington waterfront (north),The Boeing Company (west and south), and Gene Coulon Park(east). 20. The applicant's site plan complies with the requirements for information for Site Plan Review. CONSISTENCY WITH SITE PLAN APPROVAL CRITERIA Sections 4-9-200E and F list the criteria that the Reviewing Official is asked to consider, along with all other relevant information, in making a decision on a Level I Site Plan Approval application. Some of these may have been satisfied during the Southport Level II Site Plan Review(approved July 18,2000). When staff considers that this is the case, the appropriate section of the Code will be noted and the corresponding section of the Level II Site Plan Approval cited. In addition, RMC 4-9-200E.1.k includes, "Special Review Criteria for COR Zones Only." These,too, may have been considered during the Southport Level II Site Plan Review. If so, they are noted in the same manner as other criteria. The Site Plan Review criteria includes the following: 1. Conformance with the Comprehensive Plan, its elements and policies. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level 11 Site Plan, which was previously found to conform with the objectives and policies of Comprehensive Plan, as amended by Ord. 4796. (Reference LUA99-189, SA A, SM, Attachment'C'No. 1) 2. Conformance with existing land use regulations. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level Il Site Plan, which was previously found to conform with existing land use regulations, Renton Municipal Code Section 4. (Reference LUA99-189, SA A, SM, Attachment'C'No. 2) 3. Mitigation of impact to surrounding properties and uses. The Level I Site Plan for Southport Building`B'is consistent with the Southport Level II Site Plan, which was previously found to provide adequate mitigation of impacts to surrounding properties and uses. (Reference LUA99-189, SA-A, SM, Attachment'C'No. 3) 4. Mitigation of impacts of the proposed site plan to the site. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to provide adequate mitigation of impacts of the proposed site plan to the site. (Reference LUA99-189, SA-A, SM, Attachment'C'No. 4) 5. Conservation of area-wide property values. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to conserve area-wide property values. (Reference LUA99-189, SA- A, SM,Attachment'C'No. 5) 6. Safety and efficiency of vehicle and pedestrian circulation. The Level I Site Plan for Southport Building 'B'is consistent with the Southport Level II Site Plan, which was previously found to provide safety and efficiency of vehicle and pedestrian circulation systems. (Reference LUA99-189, SA A, SM, Attachment'C'No. 6) ' Y ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR - _1LDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 5 Of 17 7. Provision of adequate light and air. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to provide adequate light and air. (Reference LUA99-189, SA-A, SM, Attachment'C'No. 7) 8. Mitigation of noise, odors, and other harmful or unhealthy conditions; The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to provide mitigation of noise, odors, and other potential harmful or unhealthy conditions. (Reference LUA99-189, SA A, SM, Attachment'C'No. 8) 9. Availability of public services and facilities to accommodate the proposed use. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to have adequate public services and facilities available in order to accommodate the proposed uses. (Reference LUA99-189, SA A, SM,Attachment'C'No. 9) 10. Prevention of neighborhood deterioration and blight. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to have the potential of preventing neighborhood deterioration and blight. (Reference LUA99-189, SA-A, SM, Attachment'C'No. 10) 11. Special Review Criteria for COR Zones. The Level I Site Plan for Southport Building'B'is consistent with the Southport Level II Site Plan, which was previously found to meet the Special Review Criteria for COR Zones. (Reference LUA99-189, SA-A, SM, Attachment'C'No. 11) 12. Additional Review Criteria for Level I Site Plans: a. Mitigation of impact to surrounding properties and uses: 1. Mitigation of undesirable impacts of proposed structures and site layouts that could impair the use or enjoyment or potential use of surrounding uses and structures and of the community: Traffic The project would include improvements to Lake Washington Boulevard between Park Drive and the project entrance,signal and channelization modifications at the Park Drive/ Lake Washington Boulevard intersection, and signalization of the project entrance/Lake Washington Boulevard intersection. These improvements would be intended to improve vehicular circulation in the general area, as well as at the project site, and mitigate impacts of the project.on Gene Coulon Park users. Buildings Although there are no minimum setback requirements in the COR 3 Zone, the east façade of Building 'B'would be set back from Gene Coulon Park fifteen feet(15) at the northeast corner of the building and nineteen feet(19) at the southeast corner. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR 1 DuILDING'B; LUA00-073,SA-A AUGUST 11,2000 PAGE 6 Of 17 The lower floors along the east façade of Building B'would be screened from the Park by shade tolerant shrubs, climbing vines, and groundcover. 2. Provision of a desirable transition and linkage between uses and to the street, utility, walkway, and trail systems in the surrounding area by the arrangement of landscaping, fencing and/or other buffering techniques, in order to prevent conflicts and to promote coordinated and planned benefit from, and access to such elements: Physical transition and linkage elements would be provided along the east property line, abutting Gene Coulon Park. At the north, park pathways will converge at the Southport property line where they would be continued by means of a pedestrian lakeshore promenade. At the southeast corner of Building 'Er, a paved extension of a vehicle turn- around would also connect the new development with the park. 3. Consideration of placement and scale of proposed structures in relation to the natural characteristics of a site in order to avoid over concentration of structures on a particular portion of a site such that they create a perception of greater height or bulk than intended under the spirit of the Zoning Code: Building 'B'would be set back from the shore of Lake Washington approximately fifty feet (50') at the northwest corner of the building and sixty feet(60) at the northeast corner. The building would have articulation along the north façade, facing the lake. A central plaza would interrupt the façades of Building B'above the parking level, so the project would appear to consist of several, smaller buildings rather than a single large one. 4. Effective location, design and screening of parking and service areas in order to promote efficient function of such facilities,to provide integrated facilities between uses when beneficial,to promote"campus-like"or"park-like" layouts in appropriate zones, and to prevent unnecessary repetition and conflict between uses and service areas or facilities: Of 332 total parking spaces, 323 would be located within the structured parking garage of Building V. There will be nine parallel parking spaces, in pull-off areas abutting the building, for passenger load/unload. Service vehicles would use a loading area within the structured parking. 5. Mitigation of the unnecessary and avoidable impacts of new construction on views from existing buildings and future developable sites, recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features and of promoting "campus-like"or"park-like"settings in appropriate zones: The orientation of buildings within the overall project site has been planned to maximize views of Lake Washington, with internal streets, central building plazas, and walkways lying on a line perpendicular to the lake edge. Although new buildings would be visible from higher elevations within the City, no views from developed areas would be obstructed. Views from offsite currently include the Shuffleton plant and stacks, located on the property, and Boeing Company buildings located on abutting property to the west. 6. Provision of effective screening from public streets and residential uses for all permitted outdoor storage areas (except auto and truck sales), for surface mounted utility ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR i auiLDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 7 Of 17 equipment, for rooftop equipment, and for all refuse and garbage containers, in order to promote a "campus-like"or"park-like"setting where appropriate and to preserve the effect and intent of screening or buffering otherwise required by the Zoning code: Outdoor storage is not permitted in the COR 3 Zone. All refuse, garbage, and recycle areas must be screened by fences or landscaping or a combination thereof. 7. Consideration of placement and design of exterior lighting in order to avoid excessive brightness or glare to adjacent properties and streets: Site lighting plans will be required as a condition of the Site Plan Approval. b. Review of Impacts of a Proposed Site Plan to the Site: 1. Building placement and spacing to provide for privacy and noise reduction; orientation to views and vistas and to site amenities,to sunlight and prevailing winds, and to pedestrian and vehicle needs: A view corridor, available from public spaces, has been preserved through the center of the site to Lake Washington. Approximately 3.2 acres of ground-related open space is planned for the entire project.. 2. Consideration of placement and scale of proposed structures in relation to the openness and natural characteristics of a site in order to avoid over concentration or the impression of oversized structures: The four structures that comprise Building`B'are situated to preserve a view corridor, through the central plaza, to Lake Washington. 3. Preservation of the desirable natural landscape through retention of existing vegetation and limited soil removal, insofar as the natural characteristics will enhance the proposed development: The site has been in its currently developed state since the Shuffleton Steam Plant was constructed in 1929. Existing landscaping would be replaced. 4. Use of existing topography to reduce undue cutting,filling and retaining walls in order to prevent erosion and unnecessary stormwater runoff, and to preserve stable natural slopes and desirable natural vegetation: The site, which is already developed and would be redeveloped for this project, is almost level so the opportunity to use existing topography for mitigation is minimal. Various temporary and permanent surface water collection and dispersal systems would be put in place prior to, during, and following construction. No natural vegetation remains on the site. 5. Limitation of paved or impervious surfaces, where feasible,to reduce runoff and increase natural infiltration: Approximately fifteen percent of the total project site would be pervious area consisting of landscaping and otherwise vegetated areas. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPORi tsuILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 8 Of 17 6. Design and protection of planting areas so that they are not susceptible to damage from vehicles or pedestrian movements: Pedestrian routes would be clearly marked and situated to avoid"cutting through" planting areas. Interior streets and driveways will be curbed. 7. Consideration of building form and placement and landscaping to enhance year-round conditions of sun and shade both on-site and on adjacent properties and to promote energy conservation. Southport Building'B'would increase the amount of shade at the Coulon Park children's play area. The greatest increase in shade, however, would occur late in the afternoon during the winter months, the time of year with lowest number of sunny days and lowest park utilization. Building articulation, proposed for the east façade of Building B'would reduce this impact somewhat. c. Review of Circulation and Access: 1. Provision of adequate and safe vehicular access to and from all properties: Intersection improvements would be required that would provide adequate and safe vehicular access to and from this project and other neighborhood properties. These improvements, as delineated in the "Southport Planned Action Mitigation Document, September 17, 1999,"include the following(revisions and compliance items are indicated in italics following each section): • A traffic/road improvement plan shall be prepared and approved prior to approval of a site plan (Level I). A traffic plan has been prepared and conceptually approved. The approval of engineering plans is pending. • Improvements shall be implemented at the time demand or safety warrants. Improvements are required prior to any occupancy, including temporary. • The road improvements shall be consistent generally with the following features: ➢ At the Park Drive/Garden Avenue /Lake Washington Boulevard intersection, the existing channelization on the Park Avenue approach would be restriped to accommodate one shared through/right lane, one through lane, and two left-turn lanes. On the Lake Washington approach,the approach would be restriped to accommodate one right-turn lane and two left-turn lanes. The westbound free right-turn lane from Park Drive to Lake Washington Boulevard would yield to the eastbound left-turning vehicles from Park Avenue to Lake Washington Boulevard. ➢ A signal would be provided at the Lake Washington Boulevard/Houser Way/ Site Access intersection. ➢ The Southport/Gene Coulon Park shared access approach would be widened to four lanes (one left-turn, one right-turn and two entering lanes). ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR'- ' 'ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 9 Of 17 An amended Hydraulic Project Application has been approved by the State of Washington Department of Fish and Wildlife to permit widening of the existing bridge to allow four lanes of traffic as proposed by the developer. > The section of Lake Washington Boulevard between Park Drive and the joint Southport/Gene Coulon Park shared access would be widened by approximately 12 feet to accommodate two southbound lanes, one northbound left turn lane, and one northbound through lane. > To minimize the safety hazard from the left-turns in and out of the Boeing parking lot, left turns may need to be restricted. One solution could be placement of a 'c- curb' along the centerline of Lake Washington Boulevard just north of Park Drive to restrict left-turns into and out of the Boeing parking lot. Alternate parking lot access may be available from N. 10th Street. Prior to final design, coordination with Boeing shall occur to determine specific mitigation. The City shall assist with coordination efforts as needed. Discussions with Boeing have taken place. The parking lot is for swing shift parking and has minimum conflicts with park users. The roads will remain unchanged unless warranted by future problems. > The improvements shall be funded by the future developer(s), or through a City Local Improvement District. The improvements will be funded by the developer. • Traffic mitigation impact fees shall be paid to the City of Renton at the rate of$75 per daily trip generated, consistent with the City of Renton Resolution No. 3100. Appropriate fees shall be determined in accordance with Resolution 3100, prior to approval of a site plan (Level II). This was done prior to the Southport Level II Site Plan Approval. Credit was granted toward the mitigation fees for signal improvement costs. • Because the traffic/road improvements would also address traffic growth unrelated to the development of the subject site, the City will use all or a portion of the traffic impact mitigation fees to fund the portion of the traffic/road improvements required that the City determines will provide benefit to the public. • The City and the future developer(s)shall continue to work with the BNSF railroad during the design of improvements on Lake Washington Boulevard to determine the most appropriate railroad crossing solution. Potential solutions could include signal preemption and cantilever-mounted flashing lights with or without gates. Two sets of railroad track crossing gates will be provided. • The specific design of the internal intersection of the Southport access driveway and the Gene Coulon Park access road shall be formulated prior to approval of Level I site plans(s)that necessitate the improvements. The design shall minimize queue lengths within Gene Coulon Park. The design shall ensure that traffic into both properties would not spill back onto Lake Washington Boulevard. L ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 10 0f 17 There will be two lanes in and two lanes out, per traffic analysis for project implementation to minimize queuing. • The future developer(s) shall prepare a parking management plan for review and approval by the City prior to the issuance of building or construction permits. A Parking Management Plan will be required prior to building permits, unless parking meets City of Renton Code requirements. • Based upon any supplementary information during the preparation of Level I site plans or the traffic/road improvement plan, "Children at Play"signs could be installed in and around the Gene Coulon Park access road and near the site's residential areas, and/or speed bumps could be installed on the internal roadways to encourage slower speeds and enhance overall safety. No roads with general traffic circulation are proposed near the Gene Coulon Park Children's play area or adjacent park entrances. "Children at Play"signs, however, shall be posted prior to construction permits. • A traffic monitoring plan shall be conducted for two years after full build-out to determine if any modifications to traffic/road improvements are warranted, based upon actual travel patterns. The monitoring would be conducted as part of the City's regular traffic count program. Where feasible,the road design shall consider potential contingency measures to ensure that road improvements will function as designed to encourage traffic movements to the south of the project site. Monitoring will be conducted by City as part of required traffic counts. 2. Arrangement of the circulation pattern so that all ingress and egress movements may occur at as few points as possible along the public street,the points being capable of channelization for turning movements: There would be one primary access to the development, off North Park Drive/ Lake Washington Boulevard North. This single access(augmented by an emergency access that will be closed to general vehicular traffic) would allow strict control of traffic on the on-site perimeter road. 3. Consolidation of access points with adjacent properties: The City of Renton and the project developer have worked with The Boeing Company to coordinate joint access issues. The City Parks and Recreation Department has met with the developer to discuss issues related to the abutting City park. 4. Coordination of access points on a superblock basis so that vehicle conflicts and vehicle/pedestrian conflicts are minimized: A hierarchy of streets and driveways(main access off North Park Drive/ Lake Washington Boulevard North, perimeter road as secondary access, and individual driveways to structured parking and perimeter parking area) would minimize vehicle/pedestrian conflicts. 5. Orientation of access points to side streets or frontage streets rather than directly onto arterial streets, when feasible: • ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 11 of 17 The opportunities for non-arterial access to this site are limited, but access would be controlled by means of a redesigned intersection at North Park Drive/ Lake Washington Boulevard North. 6. Promotion of the safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking,turnarounds, walkways, bikeways, and emergency access ways: The design of the internal circulation system appears to be both efficient and safe for vehicles and pedestrians. Pedestrian walkways will be raised, either curb height or through the common plaza level at one story above street grade. The parking requirement for multi-family residential units is 1.5 parking spaces per unit and 1 parking space for every 4 units. At this ratio, 1.75 spaces per unit, the proposed 188 unit project would require a total of 329 spaces. There are 332 spaces planned for Building '8'. In addition, 8 spaces must be located, dimensioned, and signed for disabled parking. There would be 10 spaces provided for disabled parking. The number of parking spaces provided would meet the current Code requirement for multi-family detached units(1.75 spaces for resident and guest parking per unit). A modification to parking regulations would be required to allow a ratio of more than thirty percent(30%) compact-dimensioned stalls. The compact stalls provided are, as proposed, approximately fifty-two percent of the total. If stall dimensions are below those allowed by the parking regulations, an additional modification would be required. Authorization of a Joint Use Parking Facility will be required in order to meet parking requirements for non-residential uses within Building'B'. A joint-use contract, covering a minimum of five years shall be approved by the Building Department and by the City Attorney prior to building permits. Lighting will be provided on internal streets for streets and pedestrian walkways. A lighting plan shall be submitted prior to building permits. 7. Separation of loading and delivery areas from parking and pedestrian areas: Service vehicle delivery and loading areas would be located within the structured parking garage of Building 13'. 8. Provisions for transit and carpool facilities and access where appropriate: On-site pedestrian and bicycle facilities, including sidewalks, promenade, crosswalks and connections to existing pedestrian and bicycle facilities would be provided. Preferential parking for vanpools and carpools and secured bicycle parking would be provided as part of the Transportation Demand Management program. 9. Provision for safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties: At the Lake Washington Boulevard approach to the project intersection, the existing channelization would be restriped to accommodate shared lanes. "Children at Play" signs will be installed by the applicant near Gene Coulon Park. L • ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPORT BuILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 12 Of 17 CONCLUSIONS: 1. The subject proposal complies with the policies and codes of the City of Renton, with the exception of parking requirements, compliance with which is a condition of approval. 2. The proposal complies with the Comprehensive Plan designation of Center Office Residential 3. 3. The proposal complies with the Southport Planned Action Mitigation Document, September 17, 1999. 4. The proposal complies with the Southport Level II Site Plan, approved July 18,2000. 5. Specific issues raised by various City departments are listed in "Advisory Notes to Applicant"section of this report. DECISION: The site plan for Southport Building `B' Level I Site Plan Review, File No. LUA-00-073, SA-A, is approved, subject to following conditions: 1. Dedication of a maintenance easement for the pedestrian promenade/trail along the Lake Washington shoreline benefiting the City of Renton shall be recorded. The dedication language shall be approved by the City Attorney prior to recording. Recording shall be prior to occupancy. 2. A note shall be included with all Southport Building 'B' lease agreements that states the development has been presumed to be compatible with activities associated with Renton International Airport. 4. The applicant shall install "Children at Play"signs where vehicle traffic may be routed near Gene Coulon Park. Installation shall be prior to construction permits. 5. A site lighting plan will be required that demonstrates consideration of placement and design of exterior lighting in order to avoid excessive brightness or glare to adjacent properties and streets. The plan will be required prior to building permits. 6. A Transportation Demand Management Program will be required to be submitted and approved prior to occupancy. 7. A Parking Management Program will be required to be submitted and approved prior to occupancy. 8. A modification to parking regulations shall be required to allow a ratio of more than thirty percent (30%) compact-dimensioned stalls. If stall dimensions are below those allowed by the parking regulations, an additional modification would be required. Modification(s) of Code-related parking requirements shall be submitted and approved, or revised plans submitted indicating compliance with Code requirements, prior to building permits. 9. Authorization of a Joint Use Parking Facility will be required in order to meet parking requirements for non-residential uses within Building 'B'. A joint-use contract, covering a minimum of five years shall be approved by the Building Department and by the City Attorney prior to building permits. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 13 of 17 ORDERED this 11th day of August, 2000, on behalf of the City of Renton. SIGNATURES: /a) Jan a son,Zoning Administrator ap royal date T N ITTED this 11th day of August, 2000,to the applicant/owner: Rex Allen SECO Development, Inc. 10843 NE 8th Street,#200 Bellevue,WA 98004 TRANSMITTED this 11th day of August, 2000,to the parties of record: Jeremy Askegard 509 Wells Avenue N. Renton, WA 98055 TRANSMITTED this 11th day of August, 2000,to the following: Larry Meckling, Building Official Charles Duffy, Fire Marshal Neil Watts, Public Works Lawrence J. Warren, City Attorney South County Journal LAND USE ACTION APPEALS APPEAL: This 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). An appeal to the Hearing Examiner is governed by Title IV, Section 4-8-11.B, which requires that such appeals be filed directly with the Hearing Examiner. Appeals must be made in writing on or before 5:00 PM on August 25,2000. Any appeal must be accompanied by a$75.00. Specific requirements for the appeal process may be obtained from the City Clerk's office. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPORT BUILDING'S';LUA00-073,SA-A AUGUST 11,2000 PAGE 14 of 17 ADVISORY NOTES TO APPLICANT: The following notes are supplemental information provided in conjunction with the Administrative Site Plan Approval. Because these notes are provided as information only,they are not subject to the appeal process for administrative determinations. 1. Construction Services:The applicant shall comply with the requirements of the 1997 Uniform Building Code, as adopted by the City of Renton. 2. Surface Water: The project shall be required to provide: a. water quality treatment for new impervious surface subject to vehicular use, b. temporary erosion/sedimentation control plans per the King County Surface Water Design Manual, as adopted by the City of Renton, and c. any new impervious surface installed on site will be required to pay System Development Charges of$0.129 per square foot. 3. Wastewater:The project will be required to provide: a. New sanitary sewer main with access points (MH) and connection to Metro east side interceptor(96") at existing access point (MH). b. New buildings on-site will be required to connect to the mains via side sewer connection at $80 per connection, by permit. c. The covered parking garage area of Building 'B'will require the floor drains to collect surface water and direct the flow to an oil/water separator with discharge to the sanitary sewer system. d. Wastewater System Development Charges of$0.078 per square foot of gross site area will be required with redevelopment credit to apply. 4. Water:The project will be required to provide: a. New water main,fire hydrants, and double detector check valve assembly will be required and must meet fire flow/fire code requirements per Renton Fire Department. b. Water main will be required to loop around all buildings and be installed in easements held by the City of Renton. c. Water meters will be required for domestic service and irrigation, sized per current UPC requirements. d. Water System Development Charges of$0.113 per square foot of gross site area will be required with redevelopment credit to apply. 5. Transportation:The project will be required to provide: a. The project will require street improvements per the Southport Planned Action Mitigation Document, September 17, 1999, City of Renton Municipal Code, and Development Standards. ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR7i ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 15 Of 17 b. As a portion of the street improvements one traffic signal will be modified, one new traffic signal installed and the roadway channelized to handle existing/new traffic flows through and around the development. c. A Transportation Mitigation Fee of$75.00 per new weekday average estimated trip will be required. The number of trips estimated for this project is 1298.5 (x$75. =$97,387.50). This amount is to be credited toward cost of the new signal and public right-of-way channelization improvements. d. The signal and related channelization/street improvements are to be completed prior to occupancy. 6. Police: a. Each residential building should have solid core doors, preferably metal or metal over solid wood with peepholes and heavy-duty dead bolt locks. The bolts need to be at least 1-1/2"in length when extended and installed with 3"wood screws. b. Alarm systems are recommended for each residential and business unit. c. Solid walls in any stairway or decking should be avoided. d. Each unit should have their individual unit numbers listed clearly with the numbers at least 6" in height of a color that contrasts with the color of the building and preferably placed under a light. In addition, building numbers should be on the outside of the building. e. Security lighting should be provided inside parking garage levels. f. Security entrance is recommended at the residential parking level. g. Entrances to residential areas should be secured with controlled entrances. h. Landscaping in and around the exterior of the property should not be too dense or high. 7. Fire Prevention: a. The preliminary fire flow for Building B is 5,500 gpm. b. Six hydrants are required. c. , Primary fire hydrant is required within 150-feet of the structure and the five secondary hydrants are required within 300-feet of the structure. d. A looped fire main is required around the building. e. Fire hydrants will be required on the Gene Coulon side of the project as this is part of the required access to Buildings B. f. An approved fire sprinkler and standpipe system shall be installed throughout all structures. g. An approved fire alarm system shall be installed throughout all structures. • ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOR ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 16 of 17 h. City ordinance requires a minimum of two access roadways into this project. i. Access roadways shall meet fire department requirements for 20-feet width and turning radius of 25-feet inside and 45-feet outside with minimum 13 %-feet vertical clearance. j. Dead-end access roadways shall not exceed 150-feet unless an approved turnaround is provided. k. Islands are not allowed in the middle of cul-de-sac turnarounds unless minimum width and turning radius are provided. I. Roadways shall be signed and painted as fire lanes per city ordinance. m. Recommend application of City of Renton street standards throughout the project in order to meet expected population size. n. If secondary access is proposed on neighboring properties, emergency access easements would have to be obtained and recorded prior to construction. o. All secondary access roads shall meet the same requirements for primary access and be fully paved. p. Fire lanes and access roadways can be equipped with approved gating systems, however bollards are not acceptable. q. Fire mitigation fees are applicable for all new structures proposed for this site. They are payable at time of building permit issuance. Credit will be given for the approximately 98,405 square feet of existing buildings that are proposed for demolition (credit will be given at the rate of$0.52 per square foot, as these are considered commercial buildings). r. The fire mitigation fee schedule is$388 per individual residential unit including the parking structure designated for the residential units and $0.52 per square foot for commercial building areas (this includes retail, office, restaurant, hotels and all associated parking structures). s. The actual fees will be based on the building permit set of plans and will be calculated during the building permit plan review stage of the project. The fees will be paid at the time each individual building permit is issued. t. Fee estimate for Building B with credit for demolished buildings is$25,973.44. 8. Schools:The Renton School District has verified the ability to accommodate future new students residing at the Southport project site in the following schools: a. Elementary schools: Thomson (K) and Lakeridge Elementary Schools b. Middle school: Dimmitt Middle School c. High school: Renton High School • ADMINISTRATIVE SITE PLAN REPORT&DECISION SOUTHPOF ILDING'B';LUA00-073,SA-A AUGUST 11,2000 PAGE 17 Of 17 9. Parks: a. A Parks Mitigation Fee will be required of$354.51 per multi-family unit. The fee will be required prior to building permit. b. A communication system or computer connection will be required during construction of the Lake Washington Boulevard/Southport project entrance while the project is under construction. rn - ' SEGO OEVELOPEMENT / cc,3 • . D W d. is'. a1e-. — .4 _ "`.\ - f' to ' '}. W.. • +°+ GENE COULD MfafyIORIAF. � �=— • °°Q CH AR k!\ ,•',I •••-- \,. ,ii? l'"\\\L 121 .1 gk3 A—, - .. Gl Y . ..... ... _1" H ASG � �/ {I� ° P5e ,S e°• Q °" "°m. `r` ' j ang e� n e%%r c h'P d r. G"CON / / a-+ Q ,`,::"„" 1amllf",, ' . Z *I $HiN OQ P 1.I.1., N Z ` L IO IL , , a� OTEA1 , ' U. °. eFENTON � 9p, UtASHO LA1S'` , '%� 'po� ` , .,, $ HITITON � ''' y �P ; o' ��'�. � , 4, \.,,.:" \---.....) nr- ..,,,,,,,'P;;;;;4, ,., CA , \ % /V ,/ / "\ „ \-,--,0„ 1:. %\ / .:".-::-A' 0 -\i,,,. -,.; , „...., ;,t1,\", .. .,z..:...,k-,// : . Ili • !'; t.'• �$ ` •°,u,\ Q(`'` // .. --'Gott 10.3 '1, -ar.'.; 5 .. - . ' " '� CO •` 382 Acres ti`= ;, G z G c . Y,.. iii, a e „ m ;�. SFr n' ,, '‘' \ . ?3,,,,- li',/'' -- IMIJ `''' 1 m \ NEIGHBORHOOD 't' I ° _ i DETAIL MAP (29 (� 1t'111 n u 6B°ACHES _ i ti° n,.. • •i Cl `\` Y I ° N NA • lY ,` o RC 1 • i-25-99 • vr•. . w '• i 1 r N. BTNN :7!S, a 1t1 Q 11'9� I �+ �� 1a '`2° _ . :, M 1 OF 1 1 - SYMBOLS�- (Aw AMC== ...•.n ..-- IIUN .....o....., O �❑-� M1,T Buildling '13 ' Site f O �•� M -- 1083 Lake Washington Boulevard N, Renton, Washington. • ,_ / "�:7. ,,o —ri.-- mme Permit submittal for.all concrete work & uses within group S, division 3. (levels P1 & P2) _ Group R, division 1 to be submitted at a later date. VICINITY MAP en= .a_wr PROJECT TEAM GENERAL NOTES GENERAL NOTES (cant.) ELEVATOR NOTES• :._ P4 °.w a..wr.w .wnnrw w,nw.R.. .. Mrr .• .n ZO ..._ 4.I�; .A .e..na. ma.rna.•..�•n�...nn •a� ..naaaawae wa a Ann. .•ITC.. < o . •.0 6, m._.._.n p 01 F :a M PIMW w,w...n....e..n.._..n� AMC. te °•�, ." DRAWING INDEX: 1^ 0 .n.®.w.w®ru rn..n.m.• w.A a...r Mt mw.w.m •c,w a.A wre.ewn ,..v.var>ru ...aa..e �°".w'�nc,® PP.. Tm armm®.r.u,v AO ro I•• r••••w u• n..w.w.•_ ,r.oruill .0�iwau'•II WPM.v.aw zj Inc W.aoc.w.WIT w In II.w DP . ..uuc arra WIT c°n.WM TOM m. .mr r.r,venuiverw r.. AM DMITTCPCO/TT PUP� ag MO man Man Mania M Al LIMP CT.0 ,an�waa.,w.•.n...•PM tin� `ma . �n:.a��ti�.r ran• mina•.a 0•101.1.00.111001.1.PP.POSTITAM.PAPA...• �w...- UP as a.w.vaw a•n A 1 %MT XL..all MT n•RaAnonan or ran tat olo NOT MO SITE ADDRESS far um .a.•a........eaw Onc.r,aa.wD.w.ww.•T.w.... "-"°"' MST 0,SC m.o.me SPISTM n.e...an•a al. �a�w t1 z wram nnuP.M..MA..wM.n UM IP M µnsg . O =� TM I r....r ruts rw r.w..,.,e F LEGAL DESCRIPTION _ .,aa.....wn.rt w w nmPM•,.. 1.1 z wr wer n<nw..w... .�•r.we. w .r.•n.w.n•n •na. r. TO.. n.'." 1°'"` W ..e......_.....r..,... ..A..r.a... •..w.aa•aw.n. ..... ww=>.... r.ww. a SITE DATA e;•`.•" FIRE NOTES: «a..m•a•.r.n r.„ .. ae.. 0 "▪"`"""n"`"natana` ABBREVIATIONS wwr..n.,w r.•®••ON ....a.....r... A. •.me.a.a..` r..IAew. w.n .nn.nw..w, nnm.r.encrw°..w '" m •marmot .w...w.....r°. nl bab•TI.... wr.•w®.�r°.00nww all a. r .a w.Anre.w,.... �MOM..a.a.r.aw...w.l noa - OR. as a ma Kan En Mat wro•00 PAN le.l nme V BUILDING DATA w°nner..M ow..e.errw=w. .,,,..• roan•"A nse. ...Qw eaa..rn .Anna•A....arw.la. ew._ae..e .MIT.wn..w a•Mann fa fad MST MN Mona MISS.IIIM MS MISS VS SS Mail.0.111,an, ENV CM..MSS wren a® .•rw rar•w.a _ _ MIA COMIT we. iio ••• •— m Awn C.. STA MA G •ON fa00JMnid Nan•anal D.C. WIT WCwow.°.en Un mg a ar.Y '..........�P.w.... one WI UR aii iuc FLAN ..Iou1r wrw..InP u°t�•G • nr.0 1....-u.Wn M,m. .art A..nu M,•Im_Yn.o.lr..en emn. sr. ccesq•ssas •n Cl. Tall Mae .� wr ac•a.•e.•n.m.... • .rw..w..•e....rm....r ... cuo .aem COMMA Wan VPS.eu.•a� Awn nr• ..w•a.re.•+ moo• Lanes ma • m •.ar Nat•me Or M11.110.FM OM TT. oee...n ......,..r a.e.w••••..na..,n .. •"•.e...waA..v..e..rear e •w.. n_ M. _ .•ar MOT wv110wa1 tna L. CD PTO bill BOOMS am Fun m▪e mans lama ra canna sr van,' Ct a =am au STOW COMM en.ana•me .•.nrir•Anna.._u.n .a...,r...anp.m ..n.......war w er A.w..,.a.r m •...w.w Anse. taro MO TOW PAPa�'M.a wan Nora am ne •a Nr.•rw.vr._..w m..•cr •._.•ua.ww.s.Aura. F7r iar ass fawn MT MT.TWA MP MO P.O. V— Ml ia.sn 'w .i�uN OM•••.Iw eeme nnr.crw we•cr•..un .vr w,at TOWN DTP P.Pell WV n• n aa! aara0rurnrenY..l.Vefara .11..�.. rw•nMw room w.vrewawre.rravn• as•n wrw• `WCA AMPACT OMIT DPW..AM PIM IMP .IM.P as ana nu iv r 4. Rom®no.cam.w...a...e.•, rm Ca 3 nap VIA w.e.a••.nr.ee n•.mi _ een°o-vr em anew eo.•r. Sara wPO POW-D '.ioi MAN — crIr".1.r.'41..nm.u.nta ieo iif r TM MI DREW •�.en P ENERGY NOTES •••A•u•• ���� •.a.. at A Pow 00 WIN PAR. I°' o Oa m BARRIER FREE NOTES: 11LA SS ;;n u wwrann.winoo CC..i •Aa nom,w.....ar....w...m..mn ro MA r.a...e.n..a w,..a..wn wr lao.n.e.*w ..w...A n...••.•na n•.rwr...e•.rnn " „w.,a w.a.rw we an ,w..rwnm,.'.,. W. WM _ • •'a'41 O"p°I FOR PERMIT 01.111.10.AT.TT.APT 1111.1.000111.NWT.ROOM L AM am MS w..aea •.•_.Iw..n..r IN EMUS•.w®.�..ea• naw.n......nun.n.�.r.w.fool...•`..,. ....r....rw al .w• TeTIrt a.°`r."'NLY .. natal▪row venom.swam P.M Rana.0 cAnCorb ...A.n..w..w.. pm. `nc..NIIICOWI"n'n"Orta �n 11.11 n BUILDING C:ronn aaw an.Aaw.a.w.n a•.n lee rI MAAnn BM.iOnr'lOw..rwN • NIMORO POT. en. w LTV mama ants Ma.a.e•,I.wao..1•.wn CD▪TIMI To Ix Man la .awn •.a rwaw „ ..w..a..•.....am..am•n ,,, ma ars WALL Vantriae at an A Lan m wa:w•:. project team,vicinity ma "0" .^s r•n rw........w..r.....0A 0001,rw.manes V.1. lel w...aw.._..n Nu '"" ^ ••�� • era noa�i:. ProL,}�dala,indc. _ _ IN•Ilwlrw..arevnarw. ye..Iuuae .m n.. wwr"`w�a.....on .. foconTa ne r..n.0 w o•..r.aar. ..a s.111.w. UM :iu all Lem n.m:.enw. l ann t1011 MT.MO WT. parantsma•C Mal. non r,,Io°o opt• no cna.narA°•rwo'im'Am NAu -`O`iai wrm.n..wwn ra aA..nrmc •vu mna.,o wcrm �a..•w...n.m.mcAu ww.u• Vat..r.m.r ion. ••n.Marl �� aaann Mal • • I /y/(------ ,.T., 11 1! ,rp ° ameo-ie fn°anmii°°ary .aa, Gene Coulon Park = • '%'; . c:4 O 0 perly line C� .., _ `` la:rfo park • .... D7Fj g 0 "• . abnen.lon 1 om ver,�tins 0 Z + � �V � '` I b.Mhm•r4 ip i ma•<II°n of ode Ae1A 0 O CI� 0 ` C� '^- si' O ` ,':•• - "".1 '•. %. Ue dnyd elb.c4 lD park F ��) 0721�-- •. .: c I _ -_. "ails, - - 'l • W x� i .�., 4,,...40A w �4Sj1ti pri mar mr.k cal �. ir,fi •. .02I�„.,J'1,-- I• . , ti—_-- 5 e. , _ lJ ------------ - "kg -w ��!It' 4p'"'e`i. ati4e_ 0;'�I rF�,j y-0b_ ,�iAfili rn/•i;+4mM, 4 4 90-= $'. •WI -•�1-l.\-l10, q i ti 1 - L„ L_J �_J _ o -F- _ bwq dmp 41. to park I I . I `--' --'I�T 1iE r�'/ d\J, ,,,, ,;(`.$,. .. h-1 ar .74 •--- --- --- ------°--- --•-----. , , `Ix ..'I 1 d;'blI Ioe o-om r pen Aeie M eYnamO eem.a ID pen r __ I r:aaemw<mpomm ahoy.shown d.m.a --- - - •--- --- � //" I I' ed 'f gi - b.odr..) I • , ! .3. lf�li.� . � ,aca�efuerl A 7-7 C C 8uildin�j B-01 Building 8-02 I r I-! I .I' eQ0071,11101''I1 I properly a O C ..I U .i 1/ I` I e- n 1 . ti ` Q1 I _t•I-7 11._ .IIV; cinliriti nA D•nd 1"q z �a / r/ III stair to level B1 c� o �1 Z �Z_ r =J �_s Z_--Z r+--�103) — /� �� r i� z ��o i} y- • I W Ie,Lltrs truck travel? { - ! ;� +�, Southport Building) 'B' �� o • r J .� d I .l7 al_ g o __ 5I' __. _ ._ ._ - , - ° elaV to love)P1'A ' Y�% I 0 I -o- , ma properly tine \ - _._. I_ 1J .�_v -- --J I �'- -r ,11 r i_ ti__`--- , �'".�'�' • fr as se•vYbnawn.nronlN. --�--'I ties'`,.° Drama°sae.rya ' i '' _ ;J ' ' �7 Building B-03 BuildingB=04 r I o_- o o I �uin9 p�l Wd.c.p• a �' _ _..___\__ E,hINp•le•m plan)-J72x0.0•I.1oolDrht /r - --_ e._ _.____. , . -- ` ' i lc ONI00-0tlala P.m*«pMlld ulnNO bulk/mad p /- --- - - ciao-to RI -- �.1 = �'�i 1 b a o I 1 a 1 m,r,e,I - - o be aar es .iiTi-—. - [. ....� �i#._ il._•.),'Less ..Z_ - ' -� a.:!! !.!' n -`O,I. ':':'�• - Ike man I•ne a ImnuunM /,b ' _-___•_ _ W4./nO IMB4.1 1.1 7. .`- ��•�•{I !FL ,I/�y.I • by hammerhead g" /. / ; , .r,-.• " I�6§uuWWW6wppi qy��p�• -.. I ff ' Jl I %/v.� �- I• .4 Q� L ii7'SA,' X ���" �!Oar!`,"•I1"T 11-r •_ WO.[ i4111101 l !-� S '/''' 1 aL0-7; I r�. I mv' 11 .JI '•�1 (- parrL slur1 .l_ A 1-�• _ tryL �_r '•'/ • - ..y .. JIB • = "I Private�Drlve-'�_._4_ I -.•._i 1' i1',_ �3 p• land.c.maemuerl.l• F . :mo .U� ___.__r-- � _-_: / r: 4 I LSA- �i ' properly In. ' /' - �. C61700.v • - .Impel IIDni pole, ype /, l _fI 1 ,lpiMRLiI pe`iny __ i • I Ir BYedN Wc .) / • t TI I • - • Note: te & building data: L_, ` r 9eb landscape drawing.for(Mailed •sus arm 90e07.0 mars IL ` i T qFOR PERMIT __ J_ _'_�-I d•,ulDllon of D•,Ny mslldd�,P•dN0 and planlnp•. /BdIdNp•B'all°wabl.A p,opas•d bolding M. a0•ahoy.Nphe•1 Pads ___ ' II I I • 1 per uee•.cn°n 200.1 • ONLY Fei 1,• ...grading and ulnitlu u•chi Damon / BWEnO I•footprint e077x.JBD eavan II. of Ili..wMil.i Floor by floor•war.foal•aa: _ b wa •Oirn.� ., (0)0 ono static ro Idad 0•rl.Nlne / Wei P1' 03081.oe0 mars IL I ,m•ar W P. Love Pz: 53827.034 Kum.a (j111�BING'B' •w�par p Coln riaulnd.s..shad A20 for OWnn pi Darknp. Wei AI: .--- - ..-_I e0Dei mar.n.lin d.court del L 1 cony.o1..,.dram % r•r . dn.4.11: l for o...01 Lent Bx-11�; atsel mars Il.lprr Boor. _ sale ploy. • Parking:,' o or.flaa�..: amp::.•llo v.I 1.6 ar.v oar aril•.xe send yy.,Idl ter P.M DnAln I Tate p,opend MPerNou.•vf¢n¢ OB203.0 soars II. ISO Propoaad umb.Lre.3F0 llt0l r.gwed Cl?,? el n.nloa raw Dropeud lands.epnp 11W 00ee.0 loom.II. • --.-- 1 ee or lua'may be prodded a•compaol.(B•-e•%16-e`)'c•per MO 42.0. / n•,a, ,.r RM. „r _ opt roe auu.00 1 PravW:'1tl'AOA'ala0a per WAC e1.00.1100 table 11-8. IOW yppp (aenhe�l A20 Iu Was l location of barrier free parkin) / ---- - ; fovet.PI• 74 compact,*ee a,•°lord•e ADA• r8 %,oe�+e,e1.00.635.B.41.00.0 Leval P2• eB compact•95 el•ndard•x ADA• 75 'Un.II.I nr••lparknp provided• ,, p abed. e T _ I --- -- ..• .. I 'T°lei parting far eldy V. , o•x al.0 ermNod a repA'd 0]0 ' 25 5oulhporl Building B - Silo plan I I• - _ ilbx woad k 170 nanaud(b•a•xta•a,badly'ADA'sill.) ---- - -- - o b ---ee--- ed ,pd A` r.A•m II II ,., i i ^��O- • o o 0 0 0l o 0 0 0 o -- _ _ _ _ MST IIUN `i ei --,:-.. i. ✓; . e a ei e e e• a ie e e e- a rt,e_I-- c e .�n...i....... e - q -�_ -�.� __ -I____ II _-1_'_.l'`�L- ,.. _-1_• .i_y,, / '-' _ q1r F�,,,...111111 -ref. point'A' it ..- I -• , I ..I `f -E _ .. 1. e I �I.b 3;_E h' Y H �ti n z)__f f_°_�<_ e�e e e e�z z n _r t__i=4 �—I`rJ e . I bldg. B-01 o ———r — •— — —— I` `—• m elevator _J I _g I(�1'��1 Z 27(14 " .. _ lobby \• �T- °Construction reference point'A' O ry F __ _ ___ \ I� `- e 8iae, c \/ • I mi . l 1 ref0req6e point 'B' �z I ', I" / 1 0 — — b14. B-03 1. 1 elevator L t— Z lilt: SECTION REY F. building B-03 build ng B-03 z P2 - el. 29:5' fli =: ; 1,Yr lobby park ng ,11 rA ed • 1 we I01.1Hmirth/olds8 e1.u.•f 1. .11-322 l .!N galid.e e 0.a1 Ine de told WAC 61• le0is .Oi lot required Ionx wd1.). �1 l Level P2 buildin floor Ian see sheets A3.2& A3.3 for ardor ed Ions! rtoc NET Construction reference point'B'O O 0 0 0 0 O O e e e referent point'C' OiN a r(w .Lx!.e• `.eNapor1A• see ee a9eeeeeeee eeeceeeeeeeee e parking CA N II � ARA' e120.e• .L20.6' .UO.e• newton pMl'C' ` �� 1` o S 2Ls-t. 1 I 2ej.e) - - . i.'a et b(dg. B-02-' a ( ee - / C 20.e- i elevator �_-- axle :ee O -8 4 e c o e c c ei e c e e coca cc a e e e 18— —I-- j - l— /'.. ril I /bldg. B-02 C elev.equip. - -- am o = 1 1 _ bldg. B-02 --- „, © 1—t a xedd 1— i -- ---- — storage I .Lz e zia 11(l0) - 21(Cle) p I /� - pen00.Yi I e� o e % °Construction reference point'C' —p ---— --—— — —•— — — e I '— I os,Rm 1 ' awwee op.l a I -fu I z0L 'LTriL_T � ue � Iea I elk) I I t._ FOR WIm � SCALE:r.2o•-o Y Nat ammo ma am MOULD O�-A — r- • �� o e ze eo los 404010011,4 MICRO 11 ` ` • Ili WIND'ANC i.'"!' •SPC !,,1=-+ ROE-RESISTIVE CONSTRUCTION NOTES WALL KEY �11LDING'8' —1 I— „ ,p,rA.p 41.7 MCvel P1 l P2 €.l e.' - -] .M Ii MI teCALC""iro,`�•ie:em•,•, •ww COMMew+na..0 use Beer m..0 191.2E 9 Plans SECTON REY it 2Vgl66Fq.nellF2I.c_ " • Ki.. �.p .ep 00110.Ee,l..ee " • `'� f,r�. t: `IR p.se =-J � - N. te,2000— e. . . :R:" y":��.�R:. ee epmp•e1 ! • .o ^p• C10531515L00-515Ped2.0.0 ITe leer Ret o.Id S 2 eI.I.o.) T: l.'y'ir`b' 0.VW.ptip..4,4C2 WO SW MT i ue 1,111M21 Cr MILORD Ov uea.ep.n..s.e.+.u4 410100 n.toeto.. Lf Y4`YY`_,'i.n1 ra,-'-'-tf2 Level P1 building floor plan teen shoots A3.0& A3.)for enlarged plane) PLAN REY A2.0 '.p t Sr.J WV )I'0' M 6,-NM,ux Penthouse Hot. V'S, I I MIT IIUN Allowable Bid.H I. _ Stair Penthouse To of 1 r I `-1- I Elevator Penthouse t r 8.5 -AO;gr _ __ -- 1 Steal Canopy .,...,... Res-4 ,'�- a-.:^ ilia ; M� f!� ;0 a Stucco,Color 1 in, Ree-2 J -}- -4-,r,k —soar ',-LZ x_ B Mi iM I. Stucco,Color 1 97g;fgr ■ = Stucco,Color 2 - p�Re.e-1 ■ _ _ I - 1 �11 _ 1.-�_ 11� • ei-- -' - - - Brick • . Highest Fin.Grade. �"311 ' c�..--'i�( I °Ir ;-"1. 1 L,I` ��y/1 `'LLoweat Fin.Grade°- v 28:s. W 1-I- '_, • I ` I 1 I 1 I 'I Ili % 'I .--f4\ Decorative Tile W • `�2U Finished Grade / � _/ O z Existing Grade al O , uildinq B-01 8 B-03 North Elevation Waterfront) ,O W • W F PLAN I(Ef C7 U ^ . (.. z Z 150-n v.' Pe-Ir er-r }s.o• aw w' ) sr.t vc l--1 Q, iI }e.o• tI t — r i Plane Change I I Plane Change., I - Stair Penthouse A I _ y -'1'- '` Elevator Penthouse "'- ■ ��— _ _ Steel Canopy a a,• - iriel_ .I • 1ii 1,211111l1l■dP_l ` -_ - _ al 15;�'iMi'i • -Mir Vert.Metal Siding _ -- Stucco,Color 1 I""1 z 4!t"`I' _ , '_ „�� • NEE _' — 4 -4 -I,.4'- L ,: ■��■7■N- E--� 0 F. .'� �_ • Stucco,color 2 Meg _ ���—'� _ NA -ae ,� M� -h� �' _ _ _ �� A Brick M ;'� T -� II - - _ - ,__ _ - — Architectural Concrete w ■4+ + -a =. ----.— '^ ______- —•'x� Greenecreen Trelllr , MONIII I _ ,_ �� _ _ ______ -� — — - -- - — -- Decorative Tile P.Mair � ,�� ' _--_- _ ---- Landscaped burm Eco-wall O Piano Change Plane Chzng---II-- e I Finished Grade 10.14wwillill I Existing Grade °Building B-03.B-04.d B-02 West.Southwest.and South Elevations(Street) ■ PLAN r r •0sl,00.N..te PM Mato tOJ'-It VC }S'.0' tSr-II V.' Stair Penthouse ---I -1-- 1_r •--� Elevator Penthouse .. � tit- �L,II,.1 , t -, 1� ...- , ice .-. ��i�� Viet.Metal J"' Vert.Metal Siding 4 _�._4_ '� �'I�'' I —_ �rn- � '_ _� T�. _ _�. .� _ Baer., • ms - 71.7 �k �_�-1 ,_-}—=..4—_—=�*."r _=- —F �� i•. 1g ���I _----_ ._ Stucco,Color 1 o.o� __. -•- - _ HIS ' '' I '.aa��4 1-iI 'i �. _�1p�J _ '� r_I �,�/• ai _e'j Stucco,Color 2 - 0en00•Vi H }i T 7r— - - TT -7'--hf--� {ai i_ -I I-If I I - I • Greenscreen Trellis I- 1 1 • 1 w w Brick ..—`J Architectural Concrete, �srter ,�y+// ��yy ..:• 0P Landscaped burm W r.a6`64y'xyySx%W6.y41hM' 6`6x W.N... 5y4'VSS``tarl,pSEINL Yy Y-a. hWh IWayyyy..haVISyy y>ti4]lyy1,ySyy ..YXNr[[[.Zeit,�1.(e(t/�N ,v&;n --- =I�- Eco-wail Decorative Tile VgigAm Finished Grade-/ - iMMIIINIIIIMIIIII81111 � Existing Grade m ORfftMiT e. °Building E-02 & B-01 East Elevation(Park) 10666.6 "6 66 PUN KEY BUILDING B ...v. ELEVA71ONS _ .otb ee0n.00 • an n.MOO N= [NeJIeA/aP}xe0 . • o • xo• •o' eo' o MALE.Ina-.r-o' A_5_O r.v..l1 • •• • W ' ' = ❑ • I111111111111111 Ir � -• 111111J1111 I I • 1 1 1111111111/11 II 1111111 111111111111111111.11111 I 11 111111111 - 1 III 1111 11111111 1111 i]a - 111 111111111 111 O I O _ NEW VCNICUWI GATE -• • ' •• . IND 30 L.l.NEW ''1J'• y GENE COUION PA iK O RNCE EACH SIDE REVISED PLAY AAA O _ TIED JO / O 0::: - 'AV EMERGENCY ' 1•11 I1 CCESS UNE MTH 11111'11111 i] = j1= REMOVABLE BOLLARDS �./ -•' Gene Coulon Park ` •r" ; E-1 I I' ,I 6vE z 1,11 ( • o i:...NCWl.[NIRY PICR )1 (� + Y + + I(7.) , - f.,� ` 1 }r ' 1 WITH SSLIDING • _ l_�-• •'•1 • (�, L -CMCRGCN ACCESS,1TPp] SJ[CUFITY CAT` - •'� -HETABONG WALL-�•1• •, l f� 1 I c RClA1NINGI.WAIISc - �1�1' '' / 11 BOlLAR03!OF 1 PCOCSiR1AN SAlC T - 1:,'''V,',�..•r.., �. ��'i'.' . A'1HlAacy kr. ••�{` .. .�La...._y _..�.. l:'.� _ �� ���P AT LowcuaD _PUNTNG - - •SN_I• "ya-I . ••1.1._. �.1� ( 1. N �;,cj: .;::: : g:f'.,\..y�yu ., Y:, "f,+ '"!\_ N''WH7/. :• '� [ .�AFCA "_— :.+CL-:���_�i-`.F"---�---�'� i.�,u�`.+' ...U�'Ga1T�t1:•W�;,Jw�/'•S"i.P��� •.Z •,�71% � 1 \ -�I. _ ARungc �._Imo•-.-- .1 NISiOFIC -- I I RETAINING WILL •�r' '� PAD DU,ITN SUNI.�: J WATER TUNNELS I I iP[WSANP ANO . ��• o HISTORIC IN 1 • I :: :55 Building B-01 1 1 Building B-02 LEASING CNT . . . -I��HATCHES 1�K i - I RISAPPCAPING 1 ,- _ --- --, II I, ,\.. •1t1. III.I'. . i SPECIAL PAVING .L`: '. 1 _ I I I I 1 PO ENTRr ro • .� . BOLUPDS!OF / - I i I i I COMMERCIAL SPACEVD PCOCSTRIAN SAlCTY- i / \•` , Eiri of Acc[ss : Tii - i I1 Illillilliil . Southport Building B -o., • PEDESTRIAN IICNT �- / R� POLE I PUNTING AREA ` ,C•LONG STMR WALL SPECIAL PAVING �I T ENTRr TO EW CABLE RAILING ON I- l • I- 1 UPPER COURTYARD ,"yw M1t� NEW CURB.TYPICAL- ..I-- ---1 _J0 CURD TO HAVE DRAINAGE 1i r'I---- I I 1 SCUPPERS O 10'-0.c.c. - 1 II col I 1 I I I Q ; . .. FLUSH STONEHEADER �NE : Ill IOVCRNrr°PY Building B-03 1 Building B-04 '�sO STRCCI TREES DELINEATE I_ /I I. WITH GRATES.TYP. SP:EGA,:AVING .. ATt0 '_ • URDS lOR - I UPURTYARD 1. O- _' . P[OESTRIAN SAFETY ! _ PUNTING AREA r I \ ' ��.(I TYPICAL! _ii. _ - ALONn CAgAGC WALL II 11I _ r___ - . 6 PARALLEL S SIRE 1I='" �,..moo, -I \..,'/1 1:_' ' SPACES ALONG STREET vERncAI luruaE v.' h m u L J1y off AKIs YR H vLA A 5MIIRI!I llaillidr lliil7C I 5'---1 �A;-,-v �r • . HISTORIC STEAK PUNT ' ♦.`• lil, { `r� I.''' P'R C 1 -�_�_ ( t RCMNANi3 - 1) '5, 61!h5R�_AiMilldb �� 111111 F '1'/', :`..V.AT/-j ■ _ _ �i. P- �N.,.EE. {; �a I p1 �Illllnl CANTILEVERED ■ ti• Y Y :'• .��:.- / 1._Allik ] ` L!.:. OVERLOOK WITN �� — -- __. __.._ .- _ METAL DECK �/ REMOVABLE BOLLARDS FOR IS pi.prAtigii& ` , C[RGENCY ACCESS PAVING STAID r0 EMERGE C TC PAVING STRIP TO DELINEATE VEHICUTAp OROSSIN E YP.E WI CROSSING,IVE Y BOLURDS RR CROSSING ttP.CA. STRICT LIGHTSIDC O!ORMWAT PEOESipIANSAlCtt SIDC 0!ORIVCWATSCULPTURAL AI LOW CVRO POl[ STONE MARK[RS TYPICAL 16 •1•n o• FLUSH STONE HEADER /' /� Ia TO DEURCATE -_' .i•� m K w FT nor LANE 1 1',R f I— „�..a1r..�ls LEVEL 1 911 PLAN- CKTFNT Ol ESPUNAD[ NPROVCMCNI]WORK . OURDOIG B BUILDING B WORK • Ren]Gr TT TOO m 1 1a10 •° _--• SCALE T-20' L-1O1 VT .. NOT FOR CONSTRUCTION .-....--- • •\ D '.›......,......._ • 0 XE Cxo _ l'�_• ten. D .,. , ",./.2,-,\->. •, '; i U '� Gene Coulon Park '• i �' • • `-ti c^Rcls_cAIIAo Nsls -�-� `_ C O �� ,ram- c7)�_ __ d CCRCIS LOA • "Y _ `` ( .t1T J TOR FORMAL BACKDROP I I • .�. .r ° I JII) •'h 1Q tr�l►�.JE• `O Y11 ,a8_ el War.- 9 ..eA Vilivoo lieigi i` j ` `� .YS� 3 (43 SHRUBS HVINCS OBC OROUN COVCRS i 1 / C Building B-01 Building B-02 c--) /F 'cn\ z 4-11- —CD � V1 /� • t Southport Building B ; ARBUTUS UNOCO •(STRAWB[RRY TR[[) 410. ie FOR STAIR SCRC[N • 0 . .. _ Building B-03 Building B-04 ��' • PRUNUS YEODENSIS �, ' _ ARBUTUS UNDO, • INTRAWBERRY PLANTED BERMTREE) �� IN TR EN PITS RRY) N TRCC PITS • IA. >W D _1 t A---N .71 I I I L • ( 0 ...,.... BUILDING B •i11 CARPINUS BETULUS CARPINUS BCTULUS PLANT SCHEDULE • —([UROPFAN HORNBEAM) (EUROPEAN HORNBEAM) ••' o� w ce...w vn cmro vc.a nw. IN TREE PIT IN TREE PITS • • Felill- _ ONLY R kl a II .... — BUILDING LtWL I PLANING PLAN- ., •BUILDING B • \ .r vv..... ••.. ar /- 9911Bm C_ • 'I • ........... .- ... SCALE F-20• L_301 x NOT FOR CONSTRUCTION ._ ADMINISTRATIVE SITE PLAN REVIEW CITY OF RENTON REPORT AND DECISION AUGUST 11, 2000 , CONCURRENCE DATE E,'l TIA[/ NAME 4//P° `` APPLICATION NO.: LUA00-073 � d I� A F it OWNER: Southport LLC � I ,I /'IATE f APPLICANT: SECO Development, Inc. CONTACT PERSON: Rex Allen PROJECT NAME: Southport Building 'B' Level I Site Plan Review LOCATION: 1083 Lake Washington Boulevard North SUMMARY OF REQUEST: The applicant has requested an Administrative Site Plan Approval—Level I (SA-A)for development of a 283,112 square foot building, Building `B' at the Southport project site. Southport is the redevelopment of the former Shuffleton Power Plant located on the shore of Lake Washington between a Boeing Company facility and Gene Coulon Park. The proposed project, Building `B', would consist of four multi- story structures over a two level parking garage, portions of which would be partially or totally below grade. The four structures would surround a central plaza, which would be located over the parking levels. Commercial and retail uses would be located on the first floor(upper parking level). The project would consist of 188 residential units (9 studio, 139 one bedroom, and 40 two bedroom) on floors 2 through 5. The two level garage would have 148 stalls on the upper level and 175 stalls on the lower level. An additional 9 parking spaces would be available at grade, abutting the building, on the private street (332 parking spaces total). The proposed project would include approximately 8,077 sf of commercial/retail space on the first floor. A Level II Site Plan Review(the Southport Planned Action LUA99-189) was previously approved for this project. Building 'B', located in the north portion of the Southport site, was a portion of that approved Level II site plan. A Shoreline Substantial Development Permit (LUA99-189) was granted in May, 2000,for potential development within the 200-foot setback area of a shoreline of the State. June 12, 2000 City of Renton Planning/Building/Public Works 1055 South Grady Way Renton, WA 98055 To Whom It May Concern: Please change the address for The Boeing Company to read: Steve Kelly The Boeing Company P.O. Box 3707 M/C 63-01 Seattle, WA 98124-2207 Thank you for your help with this! Kathryn Hemstead Executive Office Administrator for Bob Ormsby 425-237-8381 I i - THE BOEING COMPANY PO BOX 3703 SEATTLE WA 98124-3703 1 ()*jv 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: Southport Building'B'/LUA-00-073,SA-A PROJECT DESCRIPTION: The applicant has requested Site Plan Review(Level I)of a 283,112 square foot building that will have 188 residential units, 332 parking stalls, and approximately 8,077 square feet of commercial/retail space. A Level II Site Plan Review was previously approved for this project, the Southport Planned Action. A Shoreline Permit was granted, May 2000. PROJECT.LOCATION: 1083 Lake Washington Blvd North PUBLIC APPROVALS: Level I Site Plan Approval,Construction Permits, Building Permits ' Comments on the above application must be submitted in writing to Elizabeth Higgins, Senior Planner, Development Services Division,Sixth Floor, City Hall, 1055 South Grady Way, Renton,WA 98055, by 5:00 PM on June 21, 2000. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Elizabeth Higgins at(425)430-7382. 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: June 2,2000 NOTICE OF COMPLETE APPLICATION: June 7,2000 DATE OF NOTICE OF APPLICATION: June 7,2000 I I • lc'. ., •: A .L • / \ "-:;.- \;.,' irl. GENE couLo ,,MEMORIAL ,tip., '�,'ll'tk' _ iPE AC H .PARR;. la ' 1.` PG • ( F Ilv4:5.0E?,',5?:'. . ---.--3 ' :a'''s" `',..::::.•"e"' " \ /;:::::P.; ' . 4 .5,,,,-,--.--nvi . s,„,„„Loos •,...\-,..„.:.5.„...0,<:,.- ,..,,.,.. ...•:•,..„:: •:.... \::.. ,,/, "3:,1,.-;,4,_ • -_,,,,\\,,, A. •n ‘:".. .'"' \ gyly tTGN SND••-�f{E L `,i • \ :.CP i h / ...:. �P�.)..\., � •, '..\ ••• ..,1 ';.'" \?... ...: 411 ‘ ... \ A '" % • 1 O nGur•• r-;� i V. • ''.. '.,q`i1 co. GJ v.` u7, c� : III; i . ... . . \ n \` . , ,.. . f0,, (6). . , NT 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 NUMBERINAME: Southport Building'B'I LUA-00.073,SA-A PROJECT DESCRIPTION: The applicant has requested Site Plan Review(Level I)of a 283,112 square toot building I that will have 188 residential units.332 parking stalls,end approximately 8,077 square feet of commerciaVretall space. A Level II ' Site Plan Review was previously approved for this project,the Southport Planned Action. A Shoreline Permit was granted,May 2000. PROJECT LOCATION: 1083 Lake Washington Blvd North PUBLIC APPROVALS: Level I Site Plan Approval,Construction Permits,Building Permits • Comments on the above application must be submitted in writing to Elizabeth Higgins.Senior Planner,Development Services Division,Sixth Floor,City Hall,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 21,2000. If ' you have questions about this proposal,or wish to be made a party of record and receive additional notification by mail, contact Elizabeth Higgins at(425)430.7382. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. . I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: June 2,2000 NOTICE OF COMPLETE APPLICATION: June 7,2000 DATE OF NOTICE OF APPLICATION: June 7,2000 . ti" a L • • f// q Ia � 1 �, r c4 �}:rax'i a�� w .odc .x � E`P• r�\ 2`— I ;a '- .:\ �d,rd... _._= Nos \tat,.' V% i, �%r t MfPr,' .� ..y,�C 'rI X• N�4N:N4toN ✓. Q'j,`"•f i t -\ , ti •N.O .„..• `\ I 5i i4t Si 1R `s3 i:.✓- ,;ice - \ • ., gym. nu ,41 � i l a xlly y r r NOTICE OF APPLICATION • CERTIFICATION . I, 4e _ a,,Th.„,„,,..) , hereby certify that 3 copies of the above document were posted by me in .3 conspicuous places on or nearby the described property on 7-ILA,Lk_ `7 . Signed: ji,,,,Zei0 _-- Al I'FST: Subcribed and sworn before me,a Nortary Public,m . `for the S Washington residing ,on the /?`tt\ day of �.- ' �® • �1 ..ii I _ .�_ :� 1�ARI�YjACP-IEF• MARILYN KAMCHEFF , ' S®g®R� PUBLIC ' MY APPOINTMENT EXPIRES:6-29-03 :,C,,,0„.M, �os���SHINGT®N Ji11i4 �� EXPfRES -pry ,._...,,. 2003 1 OF RE' • :.DEVE `: LOP. NTH:::.>:,;.,;V;;: ;•<.,,;,;:>>>:<:«.><:;.`:.`.'�` '>� �:< >: :: `> �'': '<> >: <;:; 1 `F . .. . :.: .... ......:....:.. . ..:... .... ... . .. :..... ..... ... . . L S . . SURR�:UND1N`G��PRE�R: : �:� : : : :::: : : : :: . .:. ....: TY OWNERS.... " ;:w� h n fee o t•':::>: :::<>>�::_`:::: �°><:: > ><<>:�<:� < �> �' <>'>>`»<�<�<< ;�' ..::.::::;�. . . . ... . .t. f. he.s.ub ect.site....... .. ....... ... ........ .. PROJECT NAME: So trthpOil APPLICATION NO: I—U A• 60 — b13 —V- • 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. NAME ADDRESS ASSESSOR'S PARCEL BurI1r9-Io�n No✓1 efn -SAvrta. F . floo E GVI� }Z yOO NUMBER J 05230�;-90n3-pi s Lln ewynb Ur/ I.- ( 0113 L . $zr5YYNttn ,Jo►v►itcs Real Aberdeen ,fie, NE 082305 -9OoI -DU • . IZttethrn V'JA t Bomb 0 2.5 3 0'5 -90 2'1 -D O • 3. tYllr,P1ly) (`10Y'h1ern Santa Fe 9'00 [AL WAStil 'tar glvd N 00 mallrr51 1l00 (yore 12� `I • SOlAJ Wbvr.9 IL. tO 0113 tc'�nfyi•ipp • t6 nl Db2305-105b-•opt (A9�t Scand .L. 900 Rau wy �,$�i!eir9 j EI c � a ^Ke 11 q b0 ,wv;i1.. Pc 601, 9D5W . r, Bellevtic, USIA q 6boc 5. Pvooef �nles�e=rna°1:u�c; ;: " 92o (,k Washty +iry fIvd I\1 0�2305 -9115'pl. ;w' YYOti llA5: I 6)r lti $ Gveek Pkv''t 310 BcheII I vJA 9rdo I1. `-Mc Bain co• I,k Washtr;) Blvd J1 b 230� yy\gi'• "J: Po P ol- %103 SCeilf e. yJe% Iiy. Pu94 Wes1"ivh I�G `�DO I.k Wasktpyi i Blvd N . . 0e623097.9I9I -Ob • vtnai I t'v1): 15 N Gretk t°Iry y 1310 Bor) .v JA 9%0I ---------------- --------- $ Ct OF Rorl o h ii oo Lk wask(r 131vo1 N 3 3 ^P. `,0'1,r.!3 eTh o 6 CITY OF top M'II Avs✓ 5 • JUN 0 2 RGhton INS li50 (Attach additional sheets, if necessary) vZ. • 1 • (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER •• - Applicant Certification I, P\f,s1- leAl • , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: • • D City of Renton Technical Services Records 121 Title Company Records D King County Assessors Records • 5-20 Signed Date (Applicant) NOTARY 4 kriP@Zi41t oon, ATTESTED: Subscribed and sworn before me a Notary Public, in and for ‘,t,o_ residing at W000tinvt Ile, • on the 22Iilay of Signed X-6--eJAAsd_ 11.6 - • 14. SP 0 • _ t"." Ir ;a. (Notary Public) at ie, itt,ir, --tm -ort0;zt. Tfie â**For City of Renton , • • CERTIFICATION OF MAILING • ••••tueach listed property owner(City Employee) : ... ••••:•.:••••••..•-•,..••• ....... • ....• • • STATE OF WASHINGTON • • • AT ST ••••• • of a ..., • -61,;?> of....: .„..• • t _•••• ••• • •-• •••••••••-::: •••• •. .••• • .• Signed . .• • .• . . -.• •,.. • ..,.. • • ..c--") 19- -)141 4 ••• • - • • •••••• •• listpro .doc KAMCHEFF MY APPOINTMENT EXPIRES:8-29.03 2 r APN j Owners Property Address City ZIPodtRimpipoop#004im,,m1:p 1 052305-9003-01 BURLINGTON NORTHRN SANTA FE 1700 E GOLF RD 400 SCHAUMBURG IL 60173 2 082305-9001-00 BERGMAN JAMES&HEIDI 1164 ABERDEEN AVE NE RENTON 98056 1164 ABERDEEN AVE NE RENTON WA 98056 3 082305-9027-00 BURLINGTON NORTHRN SANTA FE 900 LAKE WASHINGTON BLVD N 1700 E GOLF RD 400 SCHAUMBURG IL 60173 4 082305-9056-04 PUGET SOUND ENERGY/ELEC 900 HOUSER WAY N RENTON 98055 PO BOX 90868 BELLEVUE WA 98009 5 082305-9178-07 PUGET WESTERN INC 920 LAKE WASHINGTON BLVD N 19515 N CREEK PKWY#310 BOTHELL WA 98011 6 082305-9187-06 THE BOEING COMPANY 910 LAKE WASHINGTON BLVD N PO BOX 3703 SEATTLE WA 98124 7 082305-9191-00 PUGET WESTERN INC 900 LAKE WASHINGTON BLVD N 19515 N CREEK PKWY#310 BOTHELL WA 98011 8 334450-0775-01 CITY OF RENTON 1100 LAKE WASHINGTON BLVD N RENTON 98056 200 MILL AVE S RENTON WA 98055 0 m < ' giC:2 0-11 0-g 711c1 rr I • - .0 63, 9 , t) • ,. • ©1996 Win2Data 2000 Page: 1 of 1 1) Situs: , WA Lot Area: 500,940 APN: 052305-9003-01 Rec/Sale Dt: Bldg/Liv Area: County: KING,WA Sale Price: Zoning: P-1 Use: RESIDENTIAL LOT Doc#: Cnty Use: 901 Owners: BURLINGTON NORTHRN SANTA FE Rooms: Bedrms: Map Pg: 626-D6 Full Baths: Half: Yr Built: Mail: 1700 E GOLF RD 400; SCHAUMBURG IL 60173-5820 C040 Phone: 2) Situs: 1164 ABERDEEN AVE NE, RENTON WA 98056-2827 C044 Lot'Area: 10,952 APN: 082305-9001-00 Rec/Sale Dt: 10/12/1989 10/12/1989 Bldg/Liv Area: 2,450 County: KING,WA Sale Price: Zoning: R-8 Use: SFR Doc#: 8910120000 Cnty Use: 101 Owners: BERGMAN JAMES&HEIDI Rooms: 6 Bedrms: 4 Map Pg: 626-E7 Full Baths: 1 Half: 1 Yr Built: 1946 Mail: 1164 ABERDEEN AVE NE; RENTON WA 98056-2827 C044 Phone: 3) Situs: 900 LAKE WASHINGTON BLVD N, WA Lot Area: 170,200 APN: 082305-9027-00 Rec/Sale Dt: Bldg/Liv Area: County: KING,WA Sale Price: Zoning: 1H Use: EASEMENT Doc#: Cnty Use: 953 Owners: BURLINGTON NORTHRN SANTA FE Rooms: Bedrms: Map Pg: 626-D7 Full baths: Half: Yr Built: Mail: .1700 E GOLF RD 400; SCHAUMBURG IL 60173-5820 C040 Phone: 4) . Situs: 900 HOUSER WAY N, RENTON WA-98055=1571-E037---- Lot Area: 79,400 APN: 082305-9056-04 w� �. Bldg/Liv Area: County: KING,WA Sale Price: 4 Zoning: 1H Use: EASEMENT Doc*: Cnty Use: 953 Owners: PUGET SOUND ENERGY/ELEC Rooms: Bedrms: Map Pg: 626-D7 Full Baths: Half: Yr Built: Mail: PO BOX 90868; BELLEVUE WA 98009-0868 B900 Phone: 5) Situs: 920 LAKE WASHINGTON BLVD N, WA Lot Area: 119,602 APN: 082305-9178-07 Rec/Sale Dt: 12/14/1988 12/14/1988 Bldg/Liv Area: County: KING,WA - Sale Price: $30,000 Zoning: 1H Use: UTILITIES Doc#: 8812140278 Cnty Use: 622 Owners: PUGET WESTERN INC Rooms: Bedrms: Map Pg: 626-D7 Full Baths: Half: Yr Built: Mail: 19515 N CREEK PKWY#310; BOTHELL WA 9$011-8200 C055 Phone: 6) Situs: 910 LAKE WASHINGTON BLVD'W,—I A`""'""--- "-"`' ' . Lot Area: 114,432 APN: 082305-9187-06 • Rec/Sale Dfi •12/14/l988 ...12/14/1988 Bldg/Liv Area: County: KING,WA -- -:--Sale.Price;--.._-..$30;000.-..... • Zoning: 1H Use: PARKING STRUCTURE :• : ,Doc#::. - 8812/40277 Cnty Use: 401 Owners: THE BOEING COMPANY Rooms:-,:' Bedrms: Map Pg: 626-D7 Full Baths: Half: Yr Built: Mail: PO BOX 3703; SEATTLE WA 98124-3703 B900 • Phone: 7) Situs: 900 LAKE WASHINGTON BLVD N, WA Lot Area: 49,700 APN: 082305-9191-00 Rec/Safe DtT — Bldg/Liv Area: County: KING,WA Sale Price: Zoning: 1H Use: EASEMENT Doc#: . Cnty Use: 953 Owners: PUGET WESTERN INC Rooms: Bedrms: Map Pg: 626-D7 Full Baths: Half: Yr Built: Mail: 19515 N CREEK PKWY#310; BOTHELL WA 98011-8200 C055 ' ` Phone: © 1996 Win2Data 2000 Page: 1 of 2 • • `J - 8) Situs: 1100 LAKE WASHINGTON BLVD N, RENTON WA 98056 Lot Area: 1,045,440 APN: 334450-0775-01 RectSale;Dt:.. ._ Bldg/Liv Area: County: KING,WA Sale Price:. Zoning: P1 Use: ZOO Doc#: . Cnty Use: 349 Owners: CITY OF RENTON . Rooms: , .., )3edrms: Map Pg: 626-D6 Full Baths: Half: Yr Built: Mail: 200 MILL AVE S; RENTON WA 98055-2132 C087 Phone: • ©1996 Win2Data 2000 Page: 2 of 2 CI IF RENTON IN, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June /, ZUUU Superintendent's Office Renton School District #403 300 SW 7`h Street Renton, WA 98055-2307 Subject: Southport Building 'B' LUA-00-073,SA-A The City of Renton Development Services Division has received an application for 188Aresidential units to be located on a vacant 2.2 acres. The property is located at 1083 Lake Washington Blvd North. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. Elementary School: Middle School: High School: Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No Any Comments: Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7382. Sincerely, • Elizabeth Higgins, AICP • . Project Manager school/ /kac 1055 South Grady Way-Renton,Washington 98055 „ CI ►F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • June 7, 2000 Mr. Rex Allen SECO Development, Inc. 10843 NE 8th Street#200 Bellevue,WA 98004 SUBJECT: Southport Building B LUA-00-073,SA-A • Dear Mr. Allen: • 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 425-430-7382, if you have any questions. 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'iii ......'.. ... ... ........... :i ::i-i;ii?iii.i::::>:i>iii : iiii » :iai:;>. : ::.;yi:. ;`�.:;�:ii�►.::iNEI.:.� � >i >< ii «:>,:::::::: >� > »»ii »i :i » >i ..........:.:.:... F. w t... os < i > `( :' > i 'Note :lf tee.#00 tan 0000-pygoo< ease attach;anadditional: ' >natanzadMes48r'3p (itiortfareselt::owrra.i. ::: i iii4]::<:::k:i < < PROJECT OR DEVELOPMENTNAME: NAME: porgy L.Le...., GuAnipor- (� ,(�� PROPPERTY�/PRRO/JEECT,AnDDRESS(S)/LOC�ATIION: ADDRESS: I O j I vl. s� SI/� ff�O lOb3 IA1te, V`)G5t 1 U i B\V P?M , V J ° gg. KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): . CITY: ZIP: Gfl-62? O - (076 -03 TELEPHONE NUMBER: EXISTING LAND USE(S): )1-9-5 (0 g/ 3Dg�� :..:........: viol liStY a� ::i::>;:::>::>::i::::i<:::i::i::;.ii;:<;.:i.?:i:i??.i:.:i:�ii:: > `> > ii APPOGANT::tl..::o-...:.:..:.:..:.::::::.:::.:,:::.::.:0 :?.:.i:. ::.:::.:::: PROPOSED�/� ,� LAND USES: NAME: Q D r A 1t, 1 /NttM.� - V im/ i �1Q1� Rt9Ae 1`fiok I- C �wlel(a t1 COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: 6giO De.VAI o pn eht" 1 1 y)c C D R. III. ADDRESS: l 10Q�( 2 s Syeet 4 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION(if applicable): [Jl NJA CITY:` 6101Ve/ ) r LA ZIP: •^ � EXISTING ZONING: TA/ I Y (/�I FfrECO TELEPHONE NUMBER: c/moo Fpf,9/(/_ 4^J� (_i� -n O(� ;) 1 PROPOSED ZONING (if applicable): . JON "ON //l/G 4 e 7 N f• :�:>':ii::>:i:::::::::::i:: ::;:i;i;::i>i:ii?i: »::::: <..O.�VTAC. :........ ....SQ... .......................................... :::::::: ::::::::::>:::::::>.::::.::::::::�.:.:.::.iii::::?,..:::.......: :.:::::...........;,.:... ,..:.:...,.. ,. : • SITE AREA (SQ. FT. OR ACREAGE): 'h/' NAME: kalir4ItY,Yh,,:'M co„ . VY 1 "'."'4'4'•' '`+• PROJECT VALUE: COMPANY Gf applicable);:• 551 0.. fbt've\P10Me1v11" ► 10G 4 21 r i i i o v ADDRESS:"r ..:.-h IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 1.05/1,Z.: N �°.D. �t(-eefi - Zo 0 No CITY: ZIP: bt(f�`(�D ( 1 n I 1 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY `1 Y L V v SENSITIVE AREA? 1,� TELEPHONE NUMBER: GV1Or?1 I I ottl J \IOISV 11 iiiI 4-2,q-(0�q,/ 30b4 )( 31 I • .CAI R . • :;:»::.::::..;.::::..:::::.:.::.�::::.i.:<.:::. ....................... O. .separateoiariiiik ,ietititiojaiiiiiiitgonsals6 I,oi- 2. Whj OF I\emfzm short rtof Nv►ylber (-UA- 99- 13if • • re,vo(dkcs cr'iokr ce.Gorotc vnvw)ber 1000013) - 90000(p 1-\J A - 90- 1 1+. Atm rd s of 11-‘.. Cultyrr V\lols k tri5t-On • .:: PE :;:::.:.:_: i:;:PP: IC TI:O::::_:: FE:.. .: :::: : .::.:::.: eG......�.1..::a . liEg�.�.6:::::.. : :� >tha�::: t .::::: ��. :::: : ff>�Ir>Itl< ;;: '.::»:�;:.:i:.;..::::.:._::.�:::.:::.�::.m:::::. ................ . ..:........ ....::::. :,::.:...::.:..PP:.:..:::. : :tXP:::::::..:...<....::.<:�PA::Y.::: ::.: :::s:�a::::::::::.::::::.:�etQr.mEne::fees:. ::::,. _ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ _LOT LINE ADJUSTMENT $ • _ SPECIAL PERMIT $ _ SHORT PLAT $ TEMPORARY PERMIT $ _TENTATIVE PLAT $ ONDITIONAL USE PERMIT $ _PRELIMINARY PLAT _ $ zc 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 Charge, _ ENVIRONMENTAL REVIEW $ REVISION $ :>::> >::<:>: <:>:»:::><:<<::::::<:: :���><:::<�:>�::::>:::::;:::<::;:�::>:>::><>::::>::�::>:::>::>>>::><<::::» »:OFF AV•�'1('..t)F I, (Print Name)MIGIIIDIe) P. f VIS 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. olItIUs1 U P. ATTEST: Subscribed Ind sworn to before mcV►a ovary@®�i�f4p.and • i / 1 ' 7 . h 1 /s t for the State o,f Vv residing at � rJ•a Sld;la* VI*(Name of Owper/' :presentative) V1/DDIX 1 h V i .e , ,on the a`� ` • +o•0 • • 1� �9�D d p TA0 �po � iUeO }, e I/: . (Sign.(tu e o"O 'epresentative) r % -us Lie :. 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LH• Ja'a.�. s ' d✓ac3� 0.w ! r...y. �; n: �� 'fib w�- is ��J �r: J ., Parking,Lot Coverage& Landscaping cOA Analysis 4 '�.�. • ;. .n _. .�•a Via. • '.W' 4.,. ..a r«• . niii�,• h Mar >e04uc4ionns • _��ts ;i"' .,,e .�o� n� ok•• •_. . =K .-, ",y r' �'r 1 ....• '•LfYr .. ..................... •.A..i Y(C � n.µy' ^.K .�. /+M� a•,...a''J =.mi` ,N AR.Mt)A' ).Aa �y,�.. w�, Postage. u4iivi 6". r fy .11.l loxksr#P sit '} '..•N 1I ,.;�� x �.» �.txs . •ti: <`yJ'•'• "{.• ,,.. max ', ;,, { (/ .al„ , .w. �' • > * ,Y•,X,•'.v: , .".Jw S• •s1.„•'''.,Y'Y"C•.:'9 .Vh't'4 .:r»r:'L"F;•• 'll, ]D✓ ;�. Title Report or Plat Certificate. ] WgCBpFijI4ji iik , ..�� iio•v�> •w�>/Yatiw� t M 4;=dv•i ••a .vpElr'Y r " r 1� ' i2• ��1Y:ie \•''. 4� %+ 1, �✓,. .! ....w n. n ..,:. w' ..:f •✓ i• ,Y•[.e.t,.tV.. jY� I.61+XW� .:2. JYl�VJ Y.v1!k� ,'. ..�.,,1•w.,rn Traffic Study z E _ :.L. ..:...„.�:,...<. ,r i� '04 > >:-. '. T., yr�pn 1�yI'j( �1 I{p��)�� .••'.µ K.a.. �' .:9 ?,'.".� ppp ,,,,,i �;, ayy)' r�++���+`��w.t Q.��n4{n.t•,^.��'`�'•.. (♦♦.ii : �rIVOUttmtraie iitdi.M•u Y• '0a Y)V'+w4.r,--_..w. '*'� s;4:E.,-:-:.M 'p r.a.',.,:,.,- . .^^5 0.� :;' , 34 'i teA„"; .\.,: •. , Utilities Plan, Generalixed2 • Wetlands Planting Plan. • . h.'•. t••a.•s• r,•r,w..•+rtg^•':.41j %•:4t':`ti+iv: trzwowr L7,..i-. This requirement may be waived by: 1. Property Services Section PROJECT NAME: *19(JIT•}`POit.'i'• ^ ,4 6,.'fib I 2. Public Works Plan Review Section P LBVBt..t ' 3. Building Section .gt . mho Nay- DATE: mai lei r /.Odp f 4. Development Plannin Section t- L./XI( II ' cotNv LPM P' P-Mlrt' h:ldMsbn.sIdevelop.serldev.plan,lrlglwalverads Za 'd Z669 ' °N 331dd0 NlVN YVd00 : € OOOZ ' Z ' unr • S S SECO DEVELOPMENT, INC . 10843 NE 8TH STREET SuIrE 200 •BELLEvuE,WASHINGTON 98004 TEL:425/688-3085 • FAX:425/637-1922 EMAIL: seco@secodev.com Facsimile Transmittal Cover Sheet DATE: June 2,2000 TO: Jason TEL NO: COMPANY: City of Renton FAX NO: 425-430-7300 FROM: Victoria O'Neill TEL NO: 425-688-3085 x300 Number of Pages to Follow: one rVigi 104,1 O/ 1/0 OZip THANK You ALL INFORMATION CONTAINED HEREIN IS DEEMED RELIABLE;HOWEVER,NO REPRESENTATION OR WARRANTY I5 MADE AS TO THE ACCURACY HEREOF. Z/I 'd Z689 '0N 30Idd0 NIVW Nd00 :E UUU ' Z ' unf DEVLOPA/7 V,0,4Cf (OFT PL�4NN1� RENT /A G la 4 JUN ®2 2000 CS`� vA RECEivE® uT11P0 SECO Development 10843 NE 8th St.,Suite 200, Bellevue, Washington 98004 Level I Site Plan Project Narrative May 22,2000 Southport is a seventeen acre site located on the south shore of Lake Washington at 1101 Lake Washington Boulevard N. and is west of Gene Coulon Park and east of the Boeing 737 assembly plant. This application seeks Level I Site Plan approval for the development plan for Building B as depicted on the site plan drawings. Zoning The site is currently zoned Center Office Residential — 3.. The Boeing property to the west and the Puget Sound Energy property to the South are zoned Heavy Industrial. Existing Conditions The site is the location of the former Puget Sound Energy Shuffelton Steam Plant, which has now been decommissioned. In addition to the power plant building there are several other buildings on the site including a warehouse, pump house and carpenter shop. The site for Building B is vacant with the exception of the filtering structure at the mouth of the intake tunnel. These structures are adjacent to the lake and within the setback area of the building and are not impacted by the building location. Special Site Features There are no special site features. Lake Washington abuts the north property boundary of this site. Soil Types and Drainage Near surface soils consist of loose, silty sand to sandy silt and appear to be primarily fill material. Underlying soils are interbedded sands and silt that vary in gradation and silt content with depth. These alluvial soils are typically loose, however within these loose layers is a medium dense to dense layer of sand suitable for bearing building loads. The flat topography of the site presents little danger of erosion. All storm water drainage from the site will be collected and treated as required and directed to existing outfall locations draining to Lake Washington. See attached TESC Plans attached. Proposal Description Southport is a mixed use development consisting of six buildings housing residential, hotel, office and retail/commercial uses. This application applies to Building B, a residential building comprised of 188 multi family units over two levels of garage parking. Also included in the garage levels are several retail/commercial spaces. See plans for locations and sizes. Page 1 ry CI OF EN p�NING v1,4 JUG ®2 2000 UThrO 'S6 Off Site Improvements Off site improvements consist mainly of improvements to Lake Washington Boulevard between Park Drive and the project entrance, signal and channelization modifications at the Park Drive/Lake Washington Boulevard intersection and signalization of the project entrance/Lake Washington Boulevard intersection. Design drawings have been submitted for review by the City and other jurisdictions. Additional off site improvements will be constructed related to the extension of utilities to serve the site. Improvements to sewer, and water utilities are detailed on the attached drawings. Construction Value Estimate Current estimates place construction costs in the range of $15 to $20 million for Building B. Excavation and Fill Quantities Please see attached grading plans. Existing Trees to be Removed No trees are required to be removed for the construction of Building B,however three cedar trees on site will be removed. Dedication of Land to the City There is no intent to dedicate any land to the City. All roads within the development will remain private roads. However it is likely that an easement for public access to the promenade along the lake will be developed and be recorded for the benefit of the City. Temporary Facilities/Sales Trailer Several temporary construction job trailers may be located on the site for storage or temporary job offices as required during some phases of the construction. Also approximately two months prior to the building occupancy a temporary Leasing trailer may be located on site to provide an area from which to lease the building to prospective tenants. Waterfront Development The existing waterfront consists of a concrete bulkhead across the entire frontage of the property (approx. 600 feet). The depth of the water at the bulkhead varies from approximately 6 feet at the eastern end to approximately 14 feet at the western end and the top of the bulkhead is 2 to 3 feet above the Ordinary High Water Line. No work is proposed beyond the bulkhead on the water side. Existing docks, piles and dolphins will remain. No demolition or removal of over water or in water structures is proposed. The paving for the public promenade will 'terminate on top of the bulkhead and will include a Page 2 guardrail. Outdoor lighting for the promenade will be located towards the buildings approximately 30 to 45 feet from the water's edge, or short light bollards may be added along the guardrail with shields installed to prevent glare onto the water surface. This proposed building will be 50 feet above the finish grade however there is no potential to block the view of any other residential units because the surrounding property is zoned Heavy Industrial which precludes residential development. Also there are no established view corridors or easements on this site. End of Project Narrative Page 3 • PI/fir V4,114 .44 JO °IV vJ^vim 1Pil& 14Z( uTHPO Construction Mitigation Description Construction Schedule: As currently planned, construction of Building B will begin in June of 2000 and be completed by September of 2001. Hours of Operation: Construction work will be under way during the hours of 6:30 am to 5:00 pm. Hours for pile driving operations may be requested for 7:00 am to 5:30 pm which would allow workers to work four ten hour days and limit pile driving activities to only four days a week. Proposed Haul Route: Trucks associated with construction activities will utilize the following route: Enter Lake Washington Boulevard at 3-way stop (site/park entrance), follow south to Park Avenue intersection, turn east onto Park, follow to I-405 interchange and enter either southbound or northbound lanes. Mitigation Measures: A self-contained truck wash will be installed for all trucks exiting the site. Street sweeping will be undertaken if needed to minimize dust and mud migration off site. A Temporary Erosion and Sedimentation Control Plan will be developed for the site prior to start of construction. Special Hours of Operation: Some night or Saturday hours of operation may be requested in order to expedite weather sensitive or schedule sensitive work.' Special hours may be requested for other activities such as road or utility work in order to lessen the impacts to daytime or weekday traffic. Preliminary Traffic Control Plan: The entrance/exit to the site is currently controlled by a three way stop and no other traffic control is proposed. A Traffic Control Plan will be developed prior to the start of any off site road improvements. Page 3 1 ENVIRONMENTAL CHECKLIST • Purpose of Checklist The State Environmental Policy Act (SEPA), chapter 43.21C RCW. requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the Agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known,or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of Checklist for Nonproject Proposals • Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". In addition,complete the Supplemental Sheet for Non-Project Actions. For nonproject actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as "proposal", "proposer",and"affected geographic area"respectively. DEVELOPMENT PLANNING CITY OF REN T ON J U N 0 2 2O00 wp:141:sepafedw a �ECEll��a�.�D 2 A. BACKGROUND 1. Name of proposed project, if applicable: Southport, Building B 2. Name of applicant: Rex Allen 3. Address and phone number of applicant and contact person: Rex Allen (425) 688-3085 ext 311 SECO Development 10843 NE 8th Street, Suite 200 Bellevue, WA 98004 4. Date checklist prepared: May 22, 2000 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing,if applicable): Start construction approx. June 15th, 2000 — complete construction approx. September 15th, 2001. 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal? If yes,explain. Not at this time. Not Applicable 8. List any environmental information you know about that has been prepared,or will be prepared, directly related to this proposal. A Supplemental Environmental Impact Statement was prepared for the Southport Development Planned Action which was issued in September 1999. The purpose of this checklist is to verify that the Level I Site Plan being submitted falls within the scope of the environmental impacts which were evaluated in the SEIS. wp:141:sepafedw 3 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. A Shoreline Substantial Development Permit application has been approved by the Department of Ecology. The appeal period for this issue expires on May 24th, 2000. 10. List any government approvals or permits that will be needed for your proposal,if known. Level I Site Plan; Construction related permits from the City of Renton; Stormwater Discharge/NPDES 11. Give brief,complete description of your proposal,including the proposed uses and the site of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Building B is the first of six buildings to be constructed at Southport and consists of 188 residential units over two levels of parking with 323 stalls. Total building area for Building B is approximately 283,112 square feet. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project,including a street address, if any,and section,township,and range,if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description, site plan,vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The site is located on Lake Washington between the Boeing aircraft assembly plant and Gene Coulon Park. 1083 Lake Washington Boulevard North. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site(circle one): Flat,rolling,hilly,steep slopes, mountainous,other: Flat b. What is the steepest slope on the site(approximate percent slope)? Less than 1% c. What general types of soils are found on the site(for example,clay, sand, gravel,peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Loose sandy silt with lenses of sand and gravel. wp:141:sepafedw 4 • d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose,type and approximate quantities of any filling or grading proposed. Indicate source of fill. Development of the project will require excavating approximately 19,600 cubic yards of material. Grading plans call for approximately 23,500 cubic yards of fill. Excavated material generated on site will satisfy most of the fill requirements. Additional material may come from the demolition of the Steam Plant on site or from an off site excavation project. These are approximately the same amounts considered in the SEIS. Fill and grading requirements for Building B have yet to be determined completely. f. Could erosion occur as a result of clearing,construction,or use? If so, generally describe. Erosion is very unlikely because of the site topography. Stockpiled fill or excavation material will be protected to prevent erosion. g. About what percent of the site will be covered with impervious surfaces after project construction(for example, asphalt or buildings)? Approximately 80%impervious area. h. Proposed measures to reduce or control erosion,or other impacts to the earth if any: A storm water collection system will be installed which will provide water quality treatment for paved areas subject to vehicular traffic and collect storm water from other surfaces prior to discharge to Lake Washington. 2. AIR a. What type of emissions to the air would result from the proposal(i.e. dust, automobile, odors,industrial wood smoke...)during construction and when the project is completed? If any, generally describe and give approximate quantities if known Dust and automobile emissions associated with construction and demolition will be emitted from the site. After construction automobile emissions will be generated on site equivalent to the levels considered in the SEIS. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. wp:141:sepafedw 5 The Boeing facility to the west is a source of particulate and odor emissions which are subject to Federal and State regulations and were evaluated in the SEIS in section 3, page 17. c. Proposed measures to reduce or control emissions or other impacts to air,if any: Construction impacts will be mitigated as described in the Southport Planned Action Mitigation Document section 2 c. Impacts on indoor air quality from emissions from the Boeing plant will be mitigated by locating the HVAC intakes in areas less affected by the plume from Boeing and by filtering the intake air. 3. WATER a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. Lake Washington covers approximately two acres of the site. Also Johns Creek flows across the Eastern corner of the site and flows north into Lake Washington. 2. Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. The project includes work along the waterfront within 200 feet of Lake Washington as shown on the enclosed site plan. The entire frontage of the site along the lake will be developed as a pedestrian promenade with a width that varies from 35 to 50 feet. Portions of three different buildings are within the 200 foot zone. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None proposed.Not applicable. 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. None proposed. Not applicable. 5. Does the proposal lie within a 100 year floodplain? If so, note location on the site plan. wp:1 4 I:sepafedw .1 6 Unknown/Not applicable. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. None proposed. Not applicable. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 2. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable), or the number of animals or humans the system(s) area expected to serve. Not applicable. c. Water Runoff(including storm water) 1. Describe the source(s) of runoff(including storm water) and method of collection, and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water will be collected by roof drains and catch basins and will be discharged directly to Lake Washington. Impacts will be mitigated as described in the Mitigation Document section 3c. 2. Could waste materials enter ground or surface waters? If so, generally.describe. Not applicable. d. Proposed measures to reduce or control surface, ground,or runoff water impacts,if any: No detention of storm water is proposed or required. 4. PLANTS: a. Check or circle types of vegetation found on the site: ❑ deciduous tree: alder,maple,aspen,other ❑ evergreen tree: fir,cedar,pine,other ❑ shrubs O grass O pasture • wp:141:sepafedw 7 ❑ crop or grain ❑ wet soil plants: cattail,buttercup,bullrush, skunk cabbage, other ❑ water plants: water lily, eelgrass,milfoil, other ❑ other types of vegetation Scotch Broom, weeds El b. What kind and amount of vegetation will be removed or altered? All existing vegetation will be removed from the site. c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping,use of native plants, or other measures to preserve or enhance vegetation on the site,if any: None proposed. Not applicable. 5. ANIMALS: a. Circle any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle, songbirds,other mammals: deer,bear,elk,beaver,other fish: bass,salmon,trout,herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. Coho Salmon c. Is the site part of a migration route? If so,explain. Unknown/Not applicable d. Proposed measures to preserve or enhance wildlife,if any: Mitigation for impacts to fisheries will be as described in the Mitigation Document section 4c. • 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy(electric,natural gas,oil,wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric energy will be used to provide heating and cooling for the project. Natural gas may also be used for heating. wp:141:sepafedw • b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. A shading study was conducted regarding the impacts to the Park property to the east, and is summarized in the Supplemental Environmental Impact Statement in section 3,page 153. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: Building construction will comply with the Washington State Energy Code. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion, spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. Removal of asbestos from the Steam Plant will be required prior to demolition. All work will be conducted in compliance with applicable MTCA and PSAPCA standards. This was evaluated in the SEIS and no mitigation was required. 1. Describe special emergency services that might be required. Not applicable. 2. Proposed measures to reduce or control environmental health hazards,if any: Not applicable. b. Noise 1. What types of noise exist in the area which may affect your project(for example: traffic,equipment operation, other)? Interstate 1-405 is approximately J/mile from the site. Also the adjacent Boeing industrial facility is a noise generator. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic, construction, operation,other)? Indicate what hours noise would come from site. Pile driving activities and heavy equipment operation during construction will generate noise on a short term basis. 3. Proposed measures to reduce or control noise impacts,if any: wp:141:sepafedw 9 Mitigation measures were evaluated in the SEIS and will comply with the Mitigation Document requirements section 5c. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? The site is currently the location of a decommissioned power plant(industrial). • To the west is the Boeing manufacturing plant(industrial), to the east is Gene Coulon Park, to the south is an electrical substation and storage yard (industrial). b. Has the site been used for agriculture? If so,describe. No. c. Describe any structures on the site. Existing concrete power plant building approx. 114,000 sf, existing metal warehouse building approx. 14,000 sf, miscellaneous outbuildings d. Will any structures be demolished? If so,what? All existing structures will be demolished. e. What is the current zoning classification of the site? Center Office Residential-3 f. What is the current comprehensive plan designation of the site? Center Office Residential g. If applicable,what is the current shoreline master program designation of the site? Urban Environment h. Has any part of the site been classified as an"environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Between 2000 and 3000 people will live and work at Southport. j. Approximately how many people would the completed project displace? wp:141:sepafedw 10 The existing Steam Plant has been decommissioned and only 4 or 5 people still work there who would be displaced. k. Proposed measures to avoid or reduce displacement impacts,if any: No significant unavoidable adverse impacts were identified in the SEIS. 1. Proposed measures to ensure the proposal is compatible with existing and project land uses and plans,if any: All aspects of the site plan have been crafted to comply with all known land use codes and policies. No specific mitigation measures are warranted. 9. HOUSING a. Approximately how many units would be provided,if any? Indicate whether high, middle,or low-income housing? Approximately 394 high income housing units will be built. b. Approximately how many units,if any,would be eliminated? Indicate whether high, middle,or low-income housing? No housing will be eliminated. c. Proposed measures to reduce or control housing impacts,if any: No significant unavoidable adverse impacts were identified in the SEIS. 10. AESTHETICS a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? The tallest building will be 125 feet above grade and the principal exterior materials are glass and brick or metal panels. b. What views in the immediate vicinity would be altered or obstructed? No significant view corridors exist in the vicinity of the site. New buildings will alter the view to the lake from the Boeing parking lot to the south and from I-405 to the southeast. Some impacts to the park are anticipated. c. Proposed measures to reduce or control aesthetic impacts,if any? Adverse impacts will be mitigated as required in the Mitigation Document, section 9c. 11. LIGHT AND GLARE wp:141:sepafedw 11 a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light will likely emanate from the site at night from resident and office windows and street and pedestrian pathway lighting. Some glare may develop from building elements reflecting sun light. b. Could light or glare from the finished project be a safety hazard or interfere with views? No, this is not anticipated. c. What existing off-site sources of light or glare may affect your proposal? The Boeing facility to the west is a source of light and glare. d. Proposed measures to reduce or control light and glare impacts,if any: Adverse impacts will be mitigated as required in the Mitigation Document, section 9c. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? Gene Coulon Park b. Would the proposed project displace any existing recreational uses? If so,describe. No/Not applicable. c. Proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: No significant unavoidable adverse impacts were identified in the SEIS. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for,national, state,or local preservation registers known to be on or next to the site? If so,generally, describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known. c. Proposed measures to reduce or control impacts,if any: None/Not applicable. wp:141:sepafedw 12 14. TRANSPORTATION a. Identify public streets and highways serving the site,and describe the proposed access to the existing street system. Show on site plans,if any. Lake Washington Boulevard b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? Transit service is available within 1 block of the site. The Renton Transit Center is approximately 1 mile away. c. How many parking spaces would the completed project have? How many would the project eliminate? • Approximately 332 parking stall will be provided in Building B. Previously the. site has been used for parking of fleet vehicles and approximately 75 to 100 spaces will be eliminated. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so, generally describe(indicate whether public or private). Improvements to Lake Washington Boulevard and the site access road shared with the park are proposed. e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transportation? If so,generally describe. A future connection with a commuter ferry on the lake is contemplated. The Renton Municipal airport is approximately '/2 mile to the west. Burlington Northern rail lines run at the eastern border of the site. f How many vehicular trips(two-way)per day would be generated by the completed project? If known,indicate when peak volumes would occur. A peak pm trip rate of between 1061 and 1355 trips was identified in the SEIS. g. Proposed measures to reduce or control transportation impacts,if any. Mitigations as described in the Mitigation Document, section 10c will be implemented. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services(for example: fire protection,police protection,health care, schools,other)? If so, generally describe. wp:141:sepafedw 13 An increased need for fire and police protection, and an increase in school enrollment are anticipated. b. Proposed measures to reduce or control direct impacts on public services, if any. No significant adverse impacts to these public services were identified in the SEIS. Mitigations described in the Mitigation Document sections 11 c, 12c, and 13c will be implemented. • 16. UTILITIES a. Circle utilities currently available at the site: electricity,natural gas, water, refuse service,telephone,sanitary sewer, septic system,other. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Complete preliminary utility plans are attached. C. SIGNATURE I,the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of nonsignificance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on m part. Proponent: Name Printed: Rex Allen, Project Manager SECO Development Date: May 22,2000 wp:141:sepafedw COUGHLINPORTERLUNbEEN Transmittal .. . REC'D MAY 3 0 2000 Date: May 26,2000 To: SECO Development Project: Southport Phase I 10843 NE 8th Suite 200 Bellevue,WA 98004 Project No: C990570-01 Attn: Rex Allen By: Jeff Peterson Sent Via Mail Rex, As requested,attached please find two copies of the "Phase 1 Clearing and Grading Best Management Practices Report" and two copies of the draft TIR for. Please give me a call with any questions. Thank You Jeff Peterson • FO A!CIT(OFE TO llr,� 'JUN D 2 2 v RECLIVMD 2 I 7 PINE STREET•SUITE 300 • SEATTLE,WA 98101 • P:206/343-0460 • F:206/343-569I .Y. COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Southport Phase 1 Clearing and Grading Best Management Practices Report Seco Development May 22nd, 2000 Coughlin Porter Lundeen Project # C99-0570-02 $\ C. p WASH 0' ``j v ' SSSyyy///G'� / 'tom .d 4 26577 �. a‘"r�Q ��8S IC�� • q SIONAL � tiv EXPIRES 01/23/2000 DEVELOPMENT PLANNING CITY OF RENTON JUN 0 2 yi,71 - Prepared by: Jeff Peterson CLEARING AND GRADING BEST MANAGMENET PRACTICES REPORT Southport Coughlin Porter Lundeen Project No.C990570-01 May 22,2000 PROJECT OVERVIEW The following clearing and grading best managmenet practices report provides the background and calculations required for the design required to conduct clearing and grading activities and implement the Temporary Erosion and Sedimentation Control(TESC)plan for the first phase of the Southport project. This report is specific to the first phase of the project for clearing and grading activities. The design for Southport is based on the requirements set forth in the 1990 King County Surface Water Design Manual(KCSWDM)and all updates. Southport is a 14.24'dry acre site located on the south shore of Lake Washington in Renton, Washington. The site is bounded to the west by Gene Coulon Park,to the east by the Boeing 737 assembly plant,and to the south by Lake Washington Boulevard North(see Figure 1-Site Vicinity Map). The project site is the location of the former Puget Sound Energy Shuffelton Steam Plant. The proposed full project will construct approximately 475,000 square feet of residential space and 500,000 square feet of commercial office space.The proposed project consists of multilevel residential buildings with garage parking and retail/restaurant space. The commercial portion of the project consists of one large multilevel building with three towers and associated parking. This report focuses on TESC measures required for phase I of the project,approximately 2 acres in the north portion of the site adjacent to Lake Washington and gene Coulon Park. The proposed development for this phase includes a two level concrete parking structure with four wood frame structures constructed above the parking garage. TESC measures have been designed and incorporated into the plans in accordance with local rules and regulations. The preliminary Technical Information Report(TIR)for phase 1 development is included as part of this submittal for reference only. Existing Site Conditions The 14.24-acre site is located entirely within the Lake Washington Drainage Basin. The site was formerly developed as the Shuffelton Power Plant. The phase 1 project site is currently un-developed ground cover is composed primarily of exposed earth with patches of broken asphalt. Runoff from the phase 1 site currently sheet flows directly to Lake Washington. The Shuffelton Power Plan utilized water from Lake Washington in it's cooling system. Water from the lake was brought to the plant in an intake tunnel and discharged through a discharge tunnel(See Figure 2 for location of tunnels). The phase 1 project will construct a new building directly over the top of the existing intake tunnel. Plans will be submitted that address how the existing intake tunnel will be de-commissioned as part of the Phase 1 development. Upstream runoff that may enter the phase 1 project site is collected in an existing storm system and discharged into the existing intake tunnel. The tunnel de-commissioning plans will address the runoff entering the intake tunnel. COUGHLIN PORTER LUNDEEN SOUTHPORT TESC Report 1 II. EROSION AND SEDIMENTATION CONTROL DESIGN This section lists the requirements used for designing the TESC plan for this site. • Standard Requirements Erosion/Sedimentation Plan shall include the following: 1. Facilities required include;stabilized construction entrance,sedimentation pond,interceptor swales,filter fabric fencing.(1.2.5-1)The project will provide a wheel wash,concrete wash,filter fabric fencing,catch basin protection,interceptor swales,sumps and a sedimentation pond. 2. Timing-For the period between November 1 through March 1 disturbed areas greater than 5,000 square feet left undisturbed for more than 12 hours must be covered with mulch,sodding,or plastic covering. A construction-phasing plan shall be provided to ensure that erosion control measures are installed prior to clearing and grading. (1.2.5-1) Notes addressing each of these items have been placed on the civil engineering plans. 3. Planning-Plan shall limit tributary drainage to an area to be cleared and graded. Delineate dimension,stake and flag clearing limits(1.2.5-1) Notes addressing this item are provided on the civil engineering plans. 4. Revegetation-Revegetate areas to be cleared as soon as practicable after grading.(1.2.5-1) Notes addressing this item will be provided on the civil engineering plans. The Temporary Erosion and Sedimentation Control plan for the proposed site has been designed to protect downstream waters as well as minimize the quantity of sediment laden water from entering the public storm system. Special considerations have been applied to the site due to the proximity of Lake Washington. Additional measures have been indicated on the plans to minimize the risk of sediment laden water from entering Lake Washington. The project will utilize paved construction access roads, a truck tire wash, concrete truck wash-out station, construction entrances, oversized sediment ponds,de-watering sumps and pumps,filter fabric fences and straw to minimize the risk of erosion during construction. The clearing and grading limits are clearly indicated on the drawings. The proposed site shall be an open excavation type construction. The site shall utilize paved construction roads as well as a temporary rocked construction exit. The temporary construction exit will help to minimize the quantity of sediment that is carried away from the site via construction vehicles. Additionally the site will utilize an automatic truck tire wash out system that will reduce the amount of sediment that is tracked onto public streets. Catch basin protection will be used on existing and future catch basins to reduce sediment laden water from entering the existing storm conveyance system during construction. Site runoff will be conveyed through interceptor swales with rock and straw check dams at 100-foot intervals. Interceptor swales shall be located near the toe of excavations to convey runoff to a temporary de- watering sump pumps. Sediment laden runoff will then be pumped to a three celled sediment pond. The three cell system will assist in settling out the sediments from the runoff as well as increase runoff retention time. The sediment ponds have been oversized to maximize runoff retention times. • COUGHLIN PORTER LUNDEEN SOUTHPORT TESC Report 2 • Silt fencing will be placed around a portion of the site to prevent silt laden runoff from leaving the site. During construction, exposed soils will be covered by plastic sheeting and straw mulch to minimize erosion. - Building excavation cuts shall be limited per the Geotechnical Report recommendations to reduce potential slides and minimize local soil erosion. Stockpile areas will be encircled with filter fabric fence and covered with plastic sheeting. Plastic sheeting and sandbags will be implemented to reduce erosion of exposed soils on open cut excavation. All construction debris will promptly be removed from the site to minimize demolition and construction impacts on the site. The Contractor shall maintain a surplus supply of TESC materials on site. The contractor shall implement additional BMP's as required and/or recommended by the City of Renton inspector and as approved and/or required by other agencies as required during construction to prevent demolition and construction debris,waste,material,fuel, oil, lubricants, and other fluids from entering the enter the public right of way and the existing storm conveyance system., At the conclusion of construction,the contractor shall clean and inspect the storm system. The contractor shall remove all debris and sediment from the catch.basins and clean the conveyance pipes as needed to ensure that any sediment build up as a result from construction is removed. The sedimentation pond is designed per the 1990 KC SWDM.The pond will be divided into three cells of approximately 20,000 gallons each,for a total storage capacity of approximately 60,000 gallons (8,020 cubic feet). The calculated required storage capacity of the sedimentation pond is 23,660 gallons(3,163 cubic feet),allowing for a safety factor of 2.5. Each cell has a surface area of approximately 1,820 square feet and a storage depth of 3.5 feet. The ponds will be lined to prevent infiltration to the ground water. Clean water will be gravity discharge directly to Lake Washington. An overflow spillway will convey runoff in the event of a large rainfall. See Appendix A for TESC pond calculations. Temporary Sedimentation Pond Summary Volume(cf) Surface Area• Side Storage Free Board (sf) Slopes Depth(ft) (ft) Required 3,163 802 3:1 3.5 1 Provided 8,020 5,460 3:1 3.5 1 COUGHLIN PORTER LUNDEEN SOUTH PORT TESC Report 3 APPENDIX A- (Engineering Calculations) • COUGHLIN PORTER LUNDEEN SOUTHPORT TESC Report xr.. �.. .•�..,r; '�...., ;a: ",Lis, t.;j� _ ,r i^s 4-f �1s:{t,s rv=y f,z • r::,,,�...�::E;�:£..a,.,>.e;�.,..,,Exa3»:t>tM�,...x. w.,,,,.�,"�,.�::�;:;.c�.=�.�:�.ka.:;�.. ,<.,. ,<+,,..�:.:�r�.�sr,�z¢�..:�,.K.�,::,:,�..:.�:5;,,=;�tlnE:;%ta:�:;M...., :`3;<'`s,'.'...s"i�•iu;:�;'..�. : .:,_�,_.�-x,:.u:'�L.'., ^``si{?t,s.�,;:.tl S.C.S Type-lA Distribution WQ Design - 24 Hour Storm Total Precipitation 0.67 inches HydroGraph Calculations Time of Concentration • 6.3 minutes Pervious area acres CN = 77 0 sf Pervious area Impervious area 1.84 acres CN = 98 80,150 sf Imperv. area Peak Flow 0.24 cfs r7, --e •—{+3,-,Zy:Nsz--s.°s.' y!i:;a .. .:,,,:ts 7:1{"'..S?: ,',S.i',,x>z•�,.,.4;:,=r' s;i;r _ _ '.F ..Iro::. m•tHT'.,E.x: f= - ♦ �t N,,_ �rn�. iiio L.Re�utred, 3_ y.ubic�.Fee:� ':fate iaalit �:'Fo#a1==Vallrrtie�af=ER ff; Q, '�?'��pondTTotume•• �=3 '1-6 ��; - - �?�! rQ .Y,::� ,.7rn1 {,: F.:�{;. 3I��✓-" +.:-,. ""'..:.. a;W'i P .6 '�o-'�' in A �x <0 S ,a�• t fie' r 's�,,' "`areTF`e :1- o=' :°t` : 'ti li'im�'ervi Are'u`t .e� T%tr'et"°` •End...S -r'.�c`"�:�°��=$-A2� u ..f of Ta�afFC� ribs ri` { ou$. a Santa Barbara Urban Runoff Hydrograph 0.25 — 0.20 — • 0.15 — Water Quality Storm •• u_ U 0.10 — ' :.:: . — - I I. I I I I I I- I I I I I ' I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 T N. Co co LC) — N. CO Cr) LC) 1— N. CO CA LU — f- Co) CA LC) r N. CO Cr) ' r r N CO CO d' LC) CO CO N. fs- CO 0) O) 0 0 r N CV CY) Cr) minutes 4/26/00 APPENDIX B-(Supporting Figures) COUGHLIN PORTER LUNDEEN SOUTHPORT TESC Report Page 1 of 2 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION Project Owner Seco Development,Inc. Project Name Southport Address 10843 NE 8th ST,Ste 200 Bellevue WA 98004 Location 1101 Lake Washington Blvd N Renton.WA Phone (425)688-3080 Township 23 N Project Engineer Nina L.Cousins.P.E. • Range 5 E Company Coughlin Porter Lundeen.Inc. Section 4 5 Address Phone (206)343-0460 Project Size 14.2 AC Upstream Drainage Basin Size 0 AC 0 'ART 3 TYPE.OF PERMIT APPLICATION PART 4 OTHER PERMITS ❑ Subdivision ❑ DOF/G HPA 0 Shoreline Management ❑ Short Subdivision 0 COE 404 ❑ Rockery ❑ Grading 0 DOE Dam Safety 0 Structural Vaults ® Commercial ❑ FEMA Floodplain 0 Other(NPDES) 0 Other 0 COE Wetlands 0 HPA PART 5 'SITE COMMUNITY AND DRAINAGE BASIN Community Basin Drainage Basin East Lake Washington ART 6 SITE.CHARACTERISTICS O River ❑ Floodplain ►/ Stream John's Creek ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs ❑ Depressions/Swales 0 High Groundwater Table ® Lake Lake Washington ❑ Groundwater Recharge ❑ Steep Slopes - 0 Other ❑ Lakeside/Erosion Hazard . PART 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Urban Land Ur 0%-5% Slight to Moderate Slow to Medium ❑ Additional Sheets Attached Figure 1 • Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET • PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT 0 Additional Sheets Attached PART 9 SITE CHARACTERISTICS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION ® Sedimentation Facilities ® Stabilize Exposed Surface I1 Stabilized Construction Entrance ® Remove and Restore Temporary ESC Facilities ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris ® Clearing and Grading Restrictions ® Ensure Operation of Permanent Facilities ® Cover Practices 0 Flag Limits of NGPES ® Construction Sequence ❑ Other 0 Other PART 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel ❑ Tank 0 Infiltration Method of Analysis Pipe System ElVault 0 Depression SBUH Compensation/Mitigation of ❑ Open Channel ❑ Energy Dissipater 0 Flow Dispersal Eliminated Site Storage O Dry Pond ❑ Wetland 0 Waiver N/A • 0 Wet Pond ❑ Stream 0 Regional Detention Brief Description of System Operations Two separate sub-basins,each with a piped conveyance system and water quality treatment • vault. Facility Related Site Limitations 0 Additional Sheets Attached Reference Facility -Limitation PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENT/TRACTS (May require special structural review) ❑ Cast in Place Vault 0 Other 0 Drainage Easement ❑ Retaining Wall 0 Access Easement ❑ Native Growth Protection Easement O Rockery>4'High 0 Tract 0 Structural on Steep Slope 0 Other PART 14 SIGNATURE OF PROFESSIONAL.ENGINEER I or a civil engineer under my supervision have visited the site. Actual site conditions as /s�G �,m l2!`Z / observed were incorporated into this worksheet and the attachments. To the best of my c�+r / knowledge the information provided here is accurate. Signed/Date 1/90 • COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • - L i�� a:'. ,, I ` t:'.. ,1 s r , ` V '! : d- wS . i l' .i ‘ E '0 ` . Y •, -. 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L -\ ....„.„,,„„.......; , EXISTING INTAKE TUNNEL / ,, r,i il,,,;, r.. °'�/// �j� „.____,__,____,___.,,,,,,,.„,...,_14,, ,..,, ��s; ��_.=s / �Jg�l TJJ�JJ ��l rJB% l/ l i l JJ�!/1� rl,547 Y Fil.lJlr \ / I ' o••., J i • I L ` J 09 FIGURE 2 - TUNNEL LOCATIONS U PROJECT SOUTHPORT DESIGNED BY: PRW DATE: 05-19-2000 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT . CHECKED BY: SCP SHEET 1 of 1 217 PINE STREET SUITE 300 SEATTLE,WA 98101 P:206/343-0460 F:206/343-569' • 0 COUGIAIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • MAvAb'EcflDNq rovarZ1NgMRAHCESEAST,WU r . �` '� P V t 1 t SCALE r-4o �'' -r� 1 d �1\A. \ , i % ` � � \ ' 1 at • �: �. �f��• � ‘12�:��2` 7III o- o O 7. 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N,, \\N i cP/ EXISTING //1 l \ � 11� �r ,.�, "SHUFFLETON" / ;":, ) t \._`\„" ,:. \---:-._� ems\/ .� BUILDING / 17f, /rl' EXISITNG DISCHARGE TUNNEL ` ..:`� =-=;, / o �� ' / '/ A'»�r 'V!�i» /�-r�0y l e N-.,---- ___ 7 _ OVERALL PROJECT SITE AREA=14.2 AC 'N. `- o o U rn L FIGURE 3 - EXISTING SITE CONDITIONS U PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21-1999 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 217 PILE STREET SUITE 300 SEATTLE,WA 98101 P,206/343-0460 P206/343-5691 • I • COUGI-MOIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND"CIVIL ENGINEERING CORPORATION PHV4,ffcilONE,MYRE '23NORM,RANGE5EAST,WY • q "a \ �Oaf \ ; 4 \� �'�' 1/4 SCALE f•4C �����``\ ~ ` ��'U J ," S 1 .,_.: C , 1� j �n�y' ,�, \���I1II °jam\\ A c' 0 ro i' . r \ ,, ,, • i„,:,- , _ „ it, .6 0 ''''' ;:-.1\'' 1(0 . -, (V2,),--. • - -14--' ''' ,' • / ' \ %,\ I 1! '1. 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DISCHARGES.TO ! �'�- �; � �,�` ;III LAKE WASHINGTON 1 ? �;,, , 1/•( pi�� \ P;Ii p�;!=:I:;,; �� 1 �1.. , • I f f(roil .:� • Y:'i \ 't I:i:,,;C!; ° \ 1� Ili I „uil7 I • s.0y .Ian,: / • ...//// 1 f{•� 1,, 1 % \• > .,�1 I ,- ; deg4, •i ., a` , , ., , ,,-,)01 --- ;; / r BASIN 'B' _ ► `; DISCHARGES TO JOHNS CREEK . - - � 1,f/hit,;0 1,/,'//i' ,Ifillf s.'',.. 40 i .il!' / /7 , . \\, ...„.„. , -.... --... 1- 7 \ pf#7,\ , --,..... 3----- ---. i fi//i. //',„1,, : L A \ ! . / -4-::„.-------:-. --, ___ \ i ,,,4,,.o //A a). / ;40_ /7----- 7--- / ,1•,"\ ' {L__/ )) r" „ i.. .•''.: S.,._. -,.,,, \' ',_. . 1 / \ \ / / chl I/ 1'• --..-.-_-_,--,.....1--- - ` , - ; • / g r( .) --) N 4/ . • /i J � ��%� l�\\\\�• j ;` 11' d • -> / o \ o / ci AV lJlB rIJJJYAW fL IJYT � — , 1 J � dill / 6 / a �� L 11* \'( '-'' , . . • 7 0-cog' • \ 01 L O, FIGURE 3A - EXISTING DRAINAGE BASINS U • PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21-1999 • PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED'BY: SCP SHEET 1 of 1 217 PINE STREET SUITE 300 SEATTLE,WA 98101 P2206/343-0460 P206/343-5691 GOUGFIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION NxY4SEC ONSTMMI'23NM{FIANCE5EtaWM ---- r- , -,?, 0__..,Q. --... . -- ' ,0\ ' ' ''''? riNk7,>:-.., -,/,44%, 1 'Th 1\ .\' 1 ‘Nk i 1 . A\\IL j It lis CLEAN SYSTEM FOR r;Z•� _ �. * lira. . ��� . �" �� ROOF DOWNSPOUTS `� `� . = �lilll ' 1\\\ •. `ter-. � ��� "1 17q, nII 1y4� ��r r o �� r / `� ,\ A' I � , ; >i / 1.-2; �llrTr>AlgrrJ�l \ L`. ...„., , it JJ_Ji> l�.Y _-+:' , , - \ \ '!.,.'1 -.1:t i ?'s DISCHARGE = `.: //. ♦ l �..''= i ...•. -' , .. e;� / \ �`i, TO LAKE Iv.. *. -`, -r _ \\ 1 / WASHINGTON "Vs- �� r". r �� \ 1;,---1;i:;�,1 �� <i i AN . .1 - , g • \ ' / Imo- / �• \i. 1:111 III ;r ;1'r e if j.A '''''`,..t,, jilf,,- "0---.. Is ::. .5.,t!:r fje„,,,,--2111._:.. -,-5K'. jittiii*---.1_,,i ,144t..,,,,,,_•'- ..i..,-r,...! . 7 ,,A0.0.- effitc,..-4-egi - % \ , r—. 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ISSUED BY First American Title Insurance Company FIRST AMERICAN TITLE INSURANCE COMPANY, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A. in favor or the proposed Insured named in Schedule A. as owner or mortgage of the estate or interest covered 'hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor: all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall he effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent indorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terrninatc six (6) months after the effective date hereof or • when the policy or policies committed for shall issue, whichever first occurs. provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not he valid or binding until countersigned by and authorized officer or agent. IN WITNESS WHEREOF. the Company has caused this Commitment to he signed and sealed, to become valid when countersigned by and authorized officer or agent of the Company, all in accordance with its By-Laws. This Commitment is effective as of the date shown in Schedule A as --Effective Date.- • 3 a pd ° First American Title Insurance Company iirTERSEI 2! :..T. f \' '._ Iraa 1 4/27-. 14. /�/ if1-'• � l� ATTEST 'T.�i SCU7EiPAY A ��r�f�1'irr �tr` ah BY 7:As------- COUNTERSIGNED DEVELOPMENT PLANNING CITY OF RENTON . JUN 022"0 CEVED � r C. • • v nw 1. •\ First American Title Insurance Company 2101 FOURTH AVENUE, SUITE 712, SEATTLE, WA 98121 NATIONAL/COMMERCIAL DIVISION TITLE UNIT - Cl FAX NO. (206) 615-3000 MIKE COOPER HEATHER FrrrA COMMERCIAL TITLE OFFICER TITLE ASSISTANT (206) 728-7229 (206) 728-7234 ORDER NO. 812141-C1 YOUR NO. LOT 2 SOUTHPORT SP SOUTHPORT LLC TO: SECO DEVELOPMENT 10843 NE 8TH ST STE 200 BELLEVUE, WA 98004 ATTN: LISA COLLINS SCHEDULE A 1. EFFECTIVE DATE: MAY 22, 2000 AT 7:30 A.M. 2. PROPOSED INSURED: TO BE DETERMINED 3. POLICY/POLICIES TO BE ISSUED: AMOUNT PREMIUM TAX SHORT TERM RATE WITH PRIOR TITLE DISCOUNT STANDARD OWNER'S COVERAGE IN THE AMOUNT OF THE PURCHASE PRICE EASEMENT COVERAGE $ 40.00 $ 3.44 4. THE ESTATE OR INTEREST IN THE LAND DESCRIBED ON PAGE 2 HEREIN IS FEE SIMPLE ESTATE AS TO PARCEL A AND AN EASEMENT INTEREST ONLY AS TO PARCEL B AND TITLE THERETO IS AT THE EFFECTIVE DATE HEREOF VESTED IN: SOUTHPORT LLC, A WASHINGTON LIMITED LIABILITY COMPANY 5. THE LAND REFERRED TO IN THIS COMMITMENT IS DESCRIBED IN LEGAL DESCRIPTION ATTACHED HERETO. Page 1 LEGAL DESCRIPTION ORDER NO. 812141-C1 PARCEL A: LOT 2 OF CITY OF RENTON SHORT PLAT NO. LUA-99-134-SHPL, ACCORDING TO SHORT PLAT RECORDED JANUARY 31, 2000 UNDER RECORDING NO. 20000131900006, IN KING COUNTY, WASHINGTON. PARCEL B: EASEMENTS FOR INGRESS, EGRESS AND RAILROAD CROSSINGS AS ESTABLISHED IN RECORDING NOS. 6201855, 6317510, 9902019014 AND 20000131900006. Page 2 i r SCHEDULE B - SECTION 1 REQUIREMENTS THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD. SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. THESE EXCEPTIONS WILL BE ELIMINATED ON ANY FORTHCOMING EAGLE.PROTECTION POLICIES ISSUED. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. B. ANY FACTS, RIGHTS, INTERESTS, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. • D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MA!MRS EXCEPTED UNDER (A), (B) OR (C) ARE SHOWN BY THE PUBLIC RECORDS; (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. Page 3 A SCHEDULE B - SECTION 2 CONT. ORDER NO. 812141-C1 SPECIAL EXCEPTIONS 1. LIEN OF THE REAL ESTATE EXCISE SALES TAX AND SURCHARGE UPON ANY SALE OF SAID PREMISES, IF UNPAID. AS OF THE DATE HEREIN, THE EXCISE TAX RATE FOR CITY OF RENTON IS 1.78%. LEVY CODE: 2100 2. GENERAL TAXES ON OPERATING PROPERTY OF PUGET SOUND ENERGY: YEAR: 2000 AMOUNT BILLED: $73,552.63 AMOUNT PAID: $36,776.32 AMOUNT DUE: $36,776.31 OPERATING PROPERTY TAX ACCOUNT NO.: 972500-0762-03 -REAL PROPERTY TAX ACCOUNT NO.: 052305-9076-03 (INCLUDES OTHER PROPERTY) `/ 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: SOUTHPORT, LLC TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION BENEFICIARY: PUGET WESTERN, INC. AMOUNT: $5,325,000.00 DATED: NOVEMBER 19, 1999 RECORDED: NOVEMBER 19, 1999 RECORDING NO.: 19991119001406 (INCLUDES OTHER PROPERTY) /4. MECHANICS LIEN. CLAIMANT: COASTAL TANK CLEANING, INC. AGAINST: OLYMPUS ENVIRONMENTAL AMOUNT: $10,086.00 FOR: LABOR AND/OR MATERIALS AND/OR EQUIPMENT DATE WORK COMMENCED: FEBRUARY 1, 1999 DATE WORK CEASED: JUNE 3, 1999 RECORDED: NOVEMBER 23, 1999 RECORDING NO.: 19991123001763 5. EVIDENCE OF THE AUTHORITY OF THE INDIVIDUAL(S) TO EXECUTE THE FORTHCOMING DOCUMENT FOR SOUTHPORT LLC, A WASHINGTON LIMITED LIABILITY COMPANY, COPIES OF THE CURRENT OPERATING AGREEMENT SHOULD BE SUBMII'1'ED PRIOR TO CLOSING. 6. ACCORDING TO THE APPLICATION FOR TITLE INSURANCE, TITLE IS TO VEST IN PERSONS NOT YET REVEALED AND WHEN SO VESTED WILL THEN BE SUBJECT TO MAFIERS DISCLOSED BY A SEARCH OF THE RECORDS AGAINST THEIR NAMES. Ni 7. SPUR TRACK AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A CORPORATION AND: PACIFIC COAST R. R. CO., A CORPORATION RECORDED: NOVEMBER 18, 1941 Page 4 SCHEDULE B - SECTION 2 CONT. ORDER NO. 812141-C1 RECORDED: NOVEMBER 18, 1941 RECORDING NO.: 3204562 /8. RAILROAD TRACKS AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION AND: NORTHERN PACIFIC RAILWAY COMPANY, A WISCONSIN CORPORATION AND THE PACIFIC COAST R. R. CO., A WASHINGTON CORPORATION RECORDED: DECEMBER 2, 1943 RECORDING NO.: 3352228 9. TRACKAGE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION AND: NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION RECORDED: DECEMBER 2, 1943 RECORDING NO.: 3352229 �10. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: MARCH 14, 1968 RECORDING NO.: 6317510 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: RIGHT OF WAY FOR ROADWAY AND RELATED UTILITY PURPOSES AFFECTS: REFER TO SAID INSTRUMENT FOR EXACT LOCATION ON PARCEL B 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN DOCUMENT: RECORDED: JULY 26, 1984 RECORDING NO.: 8407260401 IN FAVOR OF: CITY OF RENTON, A MUNICIPAL CORPORATION FOR: MAINTENANCE, TESTING AND INSPECTION OF A FIRE MAIN WITH THE NECESSARY APPURTENANCES AFFECTS: REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION ON PARCEL B J 12. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE ADJUSTMENT: NO.: LUA 98-176 RECORDED: FEBRUARY 1, 1999 RECORDING NO.: 9902019014 13. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 26, 1999 RECORDING NO.: 9902264178 Page 5 1 'I SCHEDULE B - SECTION 2 CONT. ORDER NO. 812141-C1 FOR: GAS AND ELECTRIC LINES AFFECTS: AN EASTERLY PORTION OF THE PROPERTY HEREIN DESCRIBED J 14. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 26, 1999 RECORDING NO.: 9902264178 IN FAVOR OF: PUGET SOUND ENERGY, INC. FOR: INGRESS, EGRESS, UTILITIES AND MAINTENANCE AFFECTS: A PORTION OF PARCEL B 15. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 1, 1999 RECORDING NO.: 9902019014 dn,�� — 12 FOR: INGRESS, EGRESS AND UTILITIES AFFECTS: PORTION OF PARCEL B 16. COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT; BUT DELETING ANY COVENANT, CONDITION 'OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILY STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C): RECORDED: FEBRUARY 26, 1999 • RECORDING NO.(S): 9902264177 V 17. RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 20000131900006. INFORMATIONAL NOTES: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. ANY SKETCH ATTACHED HERETO IS DONE SO AS A COURTESY ONLY AND IS NOT PART OF ANY TITLE COMMITMENT OR POLICY. IT IS FURNISHED SOLELY FOR THE PURPOSE OF ASSISTING IN LOCATING THE PREMISES AND FIRST AMERICAN EXPRESSLY DISCLAIMS ANY LIABILITY WHICH MAY RESULT FROM RELIANCE MADE UPON IT. THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S) TO BE INSURED. LOT 2, SP LUA-99-134-SHPL, REC. 20000131900006. Page 6 a SCHEDULE B - SECTION 2 CONT. ORDER NO. 812141-C1 TAX PARCEL NUMBER(S): 052305-9076-03 A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO THE WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THE COMPANY. END OF SCHEDULE B PS/EJH • Page 7 1 I // NOTICE ORDER f` - 1 Z l 9 / SUBDIVISION` (7 j 1 a' ,C This Sketch is furnished as.a courtesy only by First American - RCDG NO./VOL & PG. %—/* - /f 't Title Insurance Co - -- mpany and it is NOT a part of any title N QTR SEC TWNSHP___1 RNG S ebmmitment or policy of title insvnnce 'This sketch is furnished solely for the purpose of assisting is IoutinY the premises and does not purport to chow all highways, [[ roads,or cLsrfT>rals affecting the property. No reliance should w :;�.,.. ' E be placed upon this sketch for the location or dimensions of the S.M' property and no liability is assumed for the correctness thereof. s • • Nt •1 • • .MTM•y Or OK MM.Ar.VaaMaaa ISTO moonova Mai MI TO Om Fat .MMMMailalSC 4 IMAM•MsMM,Na IfR MSC .aa.a.A.... )14 , A _alv a.a.:Z ` t M M.Owa11W M lain LOU ♦ �` Mar Yj •` l•3 AM.a•1Mb1 d� 7 aC•tM ...I aM•Mw �y1P 4 a C�,► .• 5 OETAI� • �•�• 0.14.1. ( -` RIJ 7... L� 0.<`\LOT 2 -1S, M'Ma4a•f•tea,Kali ONG MmataRCOM.W * �t1=r an.F 6 S% M Imo•M AmMama�oMall iww�rMwiarMaal TO 1 MA,.MC a.••r aC•f a11MO M� LOT 1 (]pama G G"cOt • 1 Ma Oa asa OFT e.1Our MUM•w erMaMI om"�"u°1MTMO to R. ' `` �� sr.M�ruorrau�MoeonwntLMo.ua rcoMo.a or pr tentera Ma.•Lw aYWf ea W•Ye1.0 WAIe K4M•.3O ACRta \' A11N•aearari , / IIIRaa sa..•anM •warrsa..ca Own MM nC.aL SMISMva ! A ..(� wMarw.rw wy ..•// - Nis WI _—�'• r •,\ 'Y+.�ai arc aamtrrua 1 7•.._ •a ,, 1• + � :\ YY•...tMM.AA a.aaaa .. ,� •, �a.M la.u. • • #...• \ '\•f K.Y.MOlbOM 1.I..i ter '� 10,O t /• a Cam Mat ' II t.\ 1\\, I LOT 3 _ an a ...s \ a1a.0.0 SO./T. a 1VI•74 'y •M° • ...La II mama, 6 / .'/ •.aa'�.oiTawlie 1 Y ONSUIS ♦ p LOT a yf``r p \. 1\ R.<me' >'4 /" � r• l.®a: 1M.•2t as fT. 4 // �� V. �' %,���: �/ Qwar. CM SOULS / \., �'�y� • 1 r �i LOT C / ©•MMr. / .( i // r wear a \\ '�'t...•M: / /% aaM / . i TM O swats•uTafla•.a. I.STOW 1.aa 1.Mai Val -�� 1/IA-Ta•a.u• IMO SI M\ AMMOM .. M•le 1M.a.MS•aMaM• • •oaa A PM.a MITT a.IMa11 III MOMS tan e soma maa. \ 'Fate • R � • • urn % jl ® 1.M WI .IA_N \' (y/ 0 Ma RauR•u�u.esas • rrn. e.KMa�jj • Maa•W.u•waTN womas ow .oam..eo4 fat0 IMMITaT U•a.n_T w Aaaa•a•na salaam to••ata5A• .MMYA.a•a . LOT A4.• 1fAQl aA:00.aa°NaY am Gown ss0a•1DMa Ma•.33N141. 314113•1,.0 1311111. • bt• 1 • 6 Maim!TO AaMMe•T oral MI an O MOCK Como mail wL M MT al IIa POalaM.wow mama Yaw Cam asim a.eaMsmaC/M•A 5100?!T FOIL SEC -cFG • SOUTHPORT SHORT RmTOM RNO COUNTY • Or.w•T Date HT p.a.a9 CL.aa.a 4 M.a. +.Y ~ cry wait r a 100' -�` • STREET AOOIItl•Tn•LI y'. •ITK Of TRACT S.IARI W113Ml0TOM V. �. LOTI MS WI mamma ma al N.1/2 Of TIME M.M.V•,Of UM S.T.33. LSO I MM LAM mamma ma. '~" Of RtR10.1.ROM COUNTY.M•l1aMOTOM .4 tata 'MUM•YA••Iwama 1 BUSH.ROm&HITCHING%INC. M.Ma Cl?!.EN01/EtIS•IMO Woivre0R3 'Mof a IaMtAAa 1.a.rl•a note A ,...•. I.J TOTAL NTl ARIA.17.10 ACRES. 100ON ANT AL (30a1 333-•3M 3EATTUL VM M/O3-3E13 /�-pp LUI 1 AN • Form No. 1755 Commitment,Conditions and Stipulations • COMMITMENT Conditions and Stipulations , 1. The term "mortgage," when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien,encumbrance,adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing,the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent theCompany is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly,. but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to,comply with'the requirements hereof, or.(b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate of interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and conditions and stipulations of this Commitment. • • ,2�s,Printed on Recycled Paper __ WHEN RECORDED RETURN TO: 1111//0111011 19891I19001405 K Of NI ING Y~iND 13:32 Name: Southport LLC FIRST rRICAN UO a.N ING ==PITY UA MN< Address: 10843 N.E.8i6 Street,Suite 200 City,State,Zip: Bellevue,WA 98004 1 25 11 �� /10/1NR 17N1a Tr, a Tax s PAGE NI OF N1 KINGSALS :71i3/',°Ni• STATUTORY WARRANTY DEED Grantor(s):Puget Western,Inc. Grantee(s). Southport LLC Abbreviated Legal: Section 8,Township 23 N,Range SE,NW Quarter Full Legal Description on page(s): 1 Assessor's Tax Parcel Number(s): 082305-9055-05 I/4TGe a 377/fb'S Grantor,Puget Western,Inc.,a Washington corporation for and in consideration of Ten Dollars and No/100 ($10 00) and other valuable consideration, in hand paid, conveys and warrants to Southport LLC,a Washington limited liability company,("Grantee")the following described real estate situated in the County of King,State of Washington: PARCEL B of City of Renton Lot Line Adjustment Number LUA 98-176,recorded in King County, Washington under Recording No. 9902019014. Situate in the County of King,State of Washington SUBJECT TO: Easements,restrictions,reservations,covenants and agreements and matters which an accurate survey would disclose. Lrl Recital of easements,restrictions,reservations,covenants and agreements of record shall not constitute a republication thereof,or an admission,express or implied,that the same or any of them are valid or enforceable if they or any of them have expired,are invalid or are unenforceable m for any reason whatsoever. Encroachments upon the property of third parties are expressly conveyed and quitclaimed hereby. rn Dated: November /6 ,1999. rn Puget Western Inc. By: /e ,I dtj Its: President STATE OF WASHINGTON ) ) ss COUNTY OF KING On this. /li day of November, 1999,before me,the undersigned,a Notary Public in and for the State of Washington,duly commissioned and sworn,personally appeared R.B.Boyd, to me known to be the President of Puget Western,the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned,and on oath stated that he was duly elected,qualified and acting as said officer of the corporation,that he was authorized to execute said instrument WITNESS m� affixed � : seal hereto the day and year in this certificate above written. ytssw„FO ' / fi NOTARY PUBLIC in and for the State of PUBLIC' • .: ••r� 1 emu. Washington,residing at aL.�/TP�/ �i'Y�• 1 14,20 �� My appointment expires S-/6f--4. h. • • DIRCRTP TOVI .. O Gr at Trim P* DIM INAS VT. TNT UIOUIYOMSG. OWWU C1wwI/"�'�••I11 •�•,r•/:.` _ PARCEL /Or CITY Of sLr2'OM LOT llllt AtA7Ur17mrP NO. LOA fhl7f• IK rat SIMPLE or TMw LAND KRRY PUTTED MRSIVIDSCLARSIINIS u• Rn 7.�" ��� ••.• f • RECORDED IX LINO COOMlt, WASHIIIQTON UWDR RSCORD0NO MO. SHOAT PUS TO !I TNI GRAPHIC ayRRENTATION.OI!SAMI:YANO ITNAT••I'� �. r O f10101f014. SAID !NOR PLAT I! RADS S1TR Tat PKE2 WNsoR Or AND IK - ILTUATI IN.TNl CITY Or RRON.O COUNTY 0►ZINC, RASE Or ACCOSDANC[WITS TMT OESSRRT Or TKi OVNSRT. ' O MASNINOSOM. !OUTMPORT. L.L.C.. A, • _I.Lt2SID LIAIILITY�IQANY O ,.. ITS: MUIER O .44444.1 DRCLKRATIOM Or OOPTNAN! , ,f Ill OWN=Or TN!UM LIIRACID STINTS TITS SNORT PLAT IX 111111N I , /�f • TOR TNT MINIMS TO ACCRUE MR0NINII SOIOIVISSOM. !Y SIGNING VV�_ KRSO4 COVENANTS AND AGRUUI TO COMM Tilt ILIIPIOIAL INTERMIT IY T141 NSW WDIRTI RETRING=ULOW TO ANY AND ALL rvRIRT , PURCHASERS or THt LOTS. OR OF Y IUSDIVIUIOMI THR[OP. THIS COVENANT SULL RUM MIT11 TN/ LJ10. AC 1 f • RAT.or WASNLMOTON caTY IW or KII+eP • S!• J' . ON TNT! VP/ CAT OP yl►IIMlLY 2000. ORT NI. TN!• / ONDRSIGITI3A NOTAA•/ PU/LI M A11D TOR■[TINS RATS O► V A, MASNSNGTOK, DULY COl01IS3I0MID PERSONALLY SHUNS, PSONALLY APPEARED • =CAA[L CHRIST, TO MS 1010YM TO It A KLNSR O/ SOCRMPORT, O 1. /SISO SURVEY►RPORMED rlIIUARY 11, 1/11 SI GROUND L.L.C., INS COIOA1fI THAT ZXSCVTIO TNs POASGOINO INSTRUNEWT. AND TNAVLI.SS VI=WILD TC1000 TOTAL RATION! LEVELS Or• ACKNOYLtDCID 2H[SAID SNSTRl1NIMS 10 ![TNf mg ANO YOLIORARY • )AtCIf IOII OISAIMtD RCEID TNO![!R fORIN IM MAC 77]-170- ACT AND DIED OP SASD,C010ASY, POI TMS UStt AND )UNPO1ss TMRt1M IC)010. NL ID RION1O. AND OM OATH STAT THAT MS IS AU1710A2]ID E.Y TO SCUTS 2. IAf1! Or 11AR0No1i LINT 2ITV1LI CTTT Or UNTO*NOKUNLRS SHI SAID INSTRUMENT.' S7 AND 71 SEARING NORTH 01•72•1St MLTT AS SHOWN HR[OK. WITNESS NY RAND AND frmICIAL um.T1RET0 A►PIYID TM!DAY AND • O MLt201AN1 MAD I]/11. YEAR PLUM DHOWS YRS{TSH. ' . •. • •-TURD Of ROTARY .TIC 7l Jar••% V r SURVEYORS CERTIFICATE . ... • /1121*RAN[Or NOTARY s „ eV" This Rug s.M.sOy r.0•..onts R ss,.Ry wade try IMK Rr mow + �d i¢ DA J-15 �T� tN Nry OY.se*M INso2lwwr2Ot NRR Ill.requitement.requitement.requitement..l Ur. .� 1 4 -G3 ••y2.+. Irrwy R..a*MM.Act 41 do mount el ,.M ' Saltth�rstr-<.t.e. M .us! i, ICY AIPOINTIILR IY7ITT' r • ((fG«Ia.« R.144Gk44 /-2.6'00 aµ� CwNIM P3T.t.I. 24 ,� • ��wNJ20 S ..ROTA)_ I . 'Two mo1R•y AsfTHAOR RAMINID AND APPNOVU TIKS 1/,' DAY or fd/J • 2000 A.O. • • �. I ` dHa.G. Ai itsolri •r„J.r. ).rr 1Pw/y rJ-"--s � Fled IN Nonni th i�Amy.1_. 2000 al.—IL 7TSTOT2L4 . IN Rook—.--R/Su•V1..1 Mt1.—at Wm mere:RI RAPQNID 1.10 APPR01r1DI SMIa 7,7 f7P DAY or JAN., 2000 A.D. DU3H,ROED A HITCHING,.INC. romp f COUNTY AUDITOR OM DIVISION OF MOM*A ELECTIONS MG aYI [FG/�Js� County Aydt.I Cl IY M et Ramona Italvcr rae SECO DEVELOPMENT,INC Lyi. SOUTHPORT SHORT PLAT • RENTON IMO GOUNT0 WAAMIOTON Draw.by Otte Jo.NS. RHT ¢l-9G 99036.02 _ CA.OAN.y SRN.. Shoat' M 2 WAH NONE • A PIN.OF TRACT G.LARS WAIIISIGTON/110111LANOt•N 17M %1AEN ON„KN COUNTY.WAm PIOTON R.S L.Wig.CITY BR H BUSH,ROED 6 HITCHINGS,INC. TOTAL SITE ARIA.T7.q ACRES. amENGINEERS A LAND SUINEYORS 2009 AMNON AVI.L 12 011 7 2 7-41M LUA-09-13s-SHPL sLornL WA felo1-]s17 LND-20-0256 • i 4 • 'r•�.. ~• • • . KOOK/a CC.O.IMAM MO M.MN,mY N•W MATV aor SMN m• Wm KOS w ue LO l OLIO il ik woos•AANLAS KAMM OS START IAMMOR ..yM �Q� ON CONC.w �,�' ,`!. i`�, ` '"•""°' OD AO s0 CO g (` 5��G .. O. ..••.•MOP r..lr w'AT p • �' N DETAIL w®1 WOK W . �. S MilILA 4," 15r-.Pitool ALM LOT 2 aO�KAPOK a eoMc nMMw OW w.w.lwwM icsor So.FT. S' Moo)Map•ALY.MONO.mini ICONS AIMS C Swot w r >.1..w la w.a NMNI OW moos m NIOOMO OPAL O0C M r C.r M r UAAS PMC CONC.COOL 12:ACRES 6 T, M 1up[T q.M rot \------, uMrrOR • .( ✓ fl77 O I.NMR fYsaMT to l N4MM RM rlM M VIY11• COW LOT1 �P \(j I rwrprur••aa . M u•4N"s .LOR l a as.I!4 AMeaar OM IM.•w,p.T �1 ` /LO A.20 ACMES �(.�.J M10R 1.0rM rot 1'. MMrvMn M.r.ra•� 4.r r'_u.rw M_wu .. 1 it . Nir:.�� • L raT aaw �� •,\ I M.w.w q wrclan r '•M..ar •',ti 77iT �-� 11aTa.art•• O ALIO O K M COK■CO`\.'. owl r.il uaml+Mw M.TOW ���• , 17 ,\�M•C.q•.aTaNp.pl •.ar.VMr .A 0t��+ \\ ,1'•. LOTS 1.n� �% ?r Iso M ///� T 11 ,? Mrwur X / , \ ,,\'\,,IN17T ACM/ 64t, /j/; 'A R owatl ""ii Q a.MILK • 'P'b ° ' O �� ,\\ .,K„- j / p Mlr.rar>I aaarr �.. Oa orrir L.OUT p LOT 4 yu�/ \. . 1•\ .e•r/% ©M.rsrar»w aO.S]1 to FT. e/// ;\ .:rntr// .: LOT C // i;n. t.t1 ACRES / \ /• •` j \ \ a,wet.NMMR 4MBm,ft. / // J • .e M WOW CO LOT•C/ 111VM 1•NWT TM000 I.SOW WI Na MITI fir rrM MOM SMMM A ef • _ IMAI•r0� mT10M \ `11 111 U Ort TO MO .00TT LOTS 11-14.110.1‘001 MI 14 v NAMA. NAMpt w \ COC.MCI 10 s •0TM / most1a FA ILO...OWAlNS OT - Q FO MOS A°ALS MOO • h.. y I-ae!rMeMN O MNI CO.OTM3 ROOM[AM MAN I. as w 1MU04A.l LOT A ITA PKWICIf IS M s.TICT TO AOSCISKTS OQMTMSO TO SAaTJOAD . T2NCNS SIGOMOO MCA W0 WATT Ri1a002S0 NOS. • I: GLIM MOM MA.N Two TIM OR IW IOMOM ka>1 'V a w�O.S UI At CON111 113-T AT Iva pc�w� sway FOR • t�\� SOUTHP RT SHORT TPLAT E MEMO.. RING COUNTY WASaMQTON \LI o/MOM M1 Data AN.RHT 9-9-99 99038.02 4) ~wC 1 Chocked M4. WAN 3aW r•10O' ]MMI 2 .r 2 -r 370017 ADOIIt $TASLI A FTN.O/TRACT II.LARS WASMWGTON SMORILANOS,PI TM LOT 1 Otl,...w•LONWINN CM N. - r N.I/2 OF TM N.W.1/4.OF SIC.I,T.23 I.M.3 L.W AL.CITY ... . �r LOT I OSA LANA WATOM OM It Mt11TON,RING COUNTY.WASNWOTOM r •ra1 I BRH LOT 1133 6 HI uuw•wrrpN rTON CM +t LMO BUSH,ROED TCHINGS,INC. _ LOT. IOI LANS KKKO.PM IOU N. • M. TOTAL Silt AMSA N n.10 ACMt3. CM.ENGINEERS A L.AN w tea„ O SURVEYORS LUA-99-134-SHPL Soot NNWM Ave.c (206)ri7 4+u 1-26-00 LND-20-0258 SEATTLL,WA toi0\OI-1S7] ippGEg9si1119ees of e01�1ees06 1111111111111111 KINgC/1199 OIRITT. A G . AFTER RECORDING MAIL TO: FIRST AMERICAN DI wee Name PUGET WESTERN, INC. Address 19515 NORTHCREEK PARKWAY, SUITE 310 City/State BOTHELL, WA 98011 SHORT FORM DEED OF TRUST First American Title a ir` Insurance Company co THIS DEED OF TRUST is made this «j day of November , Kir-r- 3 - - 19 99 ,BETWEEN Southport, LLC //// �/ -77/�6 as Grantor, whose address is 10R43 NE Rth Street, Suite 200, •— Bellevue, WA 9R004 (thus space for tole company use only) and FIRST AMERICAN TITLE INSURANCE COMPANY,a California corporation,as Trustee.whose address is 13010 NE 20th Street, Suite A, Bellevue,WA 98005 CFI c' and Puget Western, -Tnc. ,asBenefici whose address is 19515 North Creek Parkway, Suite 310, Bothell, WA 9R011 • Grantor hereby irrevocably grants.bargains and conveys to Trustee in trust, with power of sale,the following described property in King County,Washington. Parcel "B" of City of Renton Lot Line Adjustment Number LUA 98-178, Recorded in the Records of King County, Washington under Auditor's File No. 9902019014. Assessor's Property Tax Parcel/Account Number(s): 0R2305-9055-05 TOGETHER WITH all the tenements,hereditaments and appurtenances,now or hereafter!hereunto belonging or in anywise appertain- ing,and the rents,issues and profits thereof and all other property or rights of any kind or nature whatsoever further set forth in the Master Form Deed of Trust hereinafter referred to,SUBJECT.HOWEVER.to the rights,power and authority hereinafter given to and conferred upon Beneficiary to collect and apply such rents,issues and profits THIS DEED IS FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor incorporated by reference or contained heron and payment of the sum of Five Million Three Hundred Twenty-five Thousand and 00/100 DOLLARS(35,325,000,00 _) with interest thereon according to the terms of a promissory note of even date herewith,payable to Beneficiary or order and made by Grantor, all renewals,modifications or extensions thereof.and also such further sums as may be advanced or loaned by Beneficiary to Grantor,or any of their successors or assigns,together with interest thereon at such rate as shall be agreed upon LPB-20(11/96) page 1 of 2 • i A - . By executing and delivering this Deed of Trust and the Note secured hereby,the parties agree that all provisions of Paragraphs I through 35 inclusive of the Master Form Deed of Trust hereinafter referred to,except such paragraphs as are specifically excluded or modified herein,are hereby incorporated herein by reference and made an integral part hereof for all purposes the same as if set forth herein at length,and the Grantor hereby makes said covenants and agrees to fully perform all of said provisions. The Master Form Deed of Trust above referred to was recorded on the twenty-fifth(25th)day of July,1968,in the Official Records of the offices of the County Auditors of the following counties in Washington in the book,and at the page designated after the name of each county,to-wit: COUNTY BOOK OR VOL. PAGE NO. AUDITOR'S COUNTY BOOK OR VOL. PAGE NO. AUDITOR'S FILE NO. FILE NO. Adams 2 of Record lnstr 513-16 1229877 Lewis 7 of Official Rec 839-842 725562 Asottn Microfilmed Under Auditor's No. 101896 Lincoln 107 of Mortgages 776-779 316596 Benton 241 of Official Rec 695A-C 592931 Mason Reel 48 Fram B35-838 236038 Chelan 688 of Official Rec 1682-1685 681844 Okanogan 121 of Mortgages 517-519A 560658 Clallam 315 of Official Rcc 195-198 383176 Pacific 213 of Official Rec . 649-652 55707 Clark Aud Microfilm No 702859-702862 G-519253 Pend Oreille 27 of Mtgs. 8-11 126854 Columbia 49 of Deeds 198-201 F-3115 Pierce 1254 of Mtgs 707-710 2250799 Cowlitz 747 of Official Rec 234-237 675475 San Juan 28 of Mtgs 459-462 69282 Douglas 125 of Mortgages 120-123 151893 Skagit 19 of Official Rec 80-83 716277 Ferry 28 of Deeds 413-416 153150 Skamanra 47 of Mtgs 41-44 70197 Franklin 11 of Official Rec 138-141 309636 Snohomish 233 of Official Rec 540-543 2043549 Garfield Microfilmed under Auditor's No 13044 Spokane 14 of Official Rec 1048-1051 376267C Grant 44 of Rec Doc 373-376 538241 Stevens 109 of Migs 394-397 390635 Grays Harbor 21 of General 31-34 207544 Thurston 454 of Official Rec 731-734 785350 Island 181 of Official Rec 710-713 211628 Wahksakum 17 of Mortgages 89-92 24732 Jefferson 4 of Official Rec 310-319 196853 Walla Walla 308 of Mtgs 711-714 495721 King 5690 of Mtgs 436-439 6382309 Whatcom 82 of Official Rec 855-858 1047522 co Kitsap 929 of Official Rec 480-483 934770 Whitman 1 of Misc. 291-294 382282 CZD Kittitas 111 of Mortgages 361-364 348693 Yakima 712 of Official Rec 147-150 2170555 , Klickitat 101 of Mortgages 107-110 131095 O A copy of such Master Form Deed of Trust is hereby furnished to the person executing this Deed of Trust and by executing this Deed of Trust the Grantor acknowledges receipt of such Master Form Deed of Trust The Master Form Deed of Trust is cm modified by the Addendum attached hereto. The property which is the subject ofthis of Trust is not used pnncipally or primarily for agricultural or farming purposes The undersigned Grantor requests that a copy of any Notice of Default and of any Notice of Sale hereunder be mailed to him at the ,--- address hereinbefore set forth WITNESS the hand(s)and seal(s)of the Grantor(s)on the day and year first above written. Cr) cn cn Southport, LLC: Bit SeCD pEUEoA/11t�iJ),SIl7G, ►i' t, 5 n, thher By `� ! _ it el C-rx�k r'15t -41-e / ►LI REQUEST FOR FULL RECONVEYANCE To be used only when all obligations have been paid under the note and this deed of trust TO:TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust,has been fully paid and satisfied, and you are hereby requested and directed,on payment to you of any sums owing to you under the terms of said Deed of Trust,to cancel said note above mentioned,and all other evidence of indebtedness secured by said Deed of Trust delivered to you herewith,together with the said Deed of Trust.and to reconvey. without warranty,to the parties designated by the terms of said Deed of Trust,all the estate now held by you thereunder Dated , 19 Mail reconveyance to Do not lose or destroy this Deed oJT ust OR MENOTE which it secures.Both must be delivered to the Trustee for canaelfation before rumor eyarr a ir8 be mode. LPB-20(11/96) page 2 of 2 > a - TATE OF WASHINGTON. ACKNOWLEDGMENT-'ado/Wu. �ss Co ty of 0 his day personally appeared before me • me known to be the mdiv ails)described in and who executed the within and foregoing instrument.and acknowledged that signed the same free and voluntary act and deed.for the uses and purposes there mentioned GIVEN under my d and official seal this day of ,19 • Notary Puhlit m nd for the Stare of Washington residing at My appointment • pares tap STATE OF WASHINGTON. ' ACKNOWLEDGMENT-Corporate ss County of .-- On this day of . 19 ,bell) me.the undersigned.a Notary Public in and for the Stale of Washington.duly commissioned and sworn. personal appeared CIS and to me known to be the Cn CFI President and .ecretarv.respectively.of the corporation that executed the lore: mg instrument,and acknowledged said instrument to be the tree and voluntary act and deed of said corporation for the u • •purposes therein mentioned and on oath aced that authorized to execute the said tnstrumc and that the seal affixed 01 any)is the corporal seal of said corporation Witness my hand and otftci seal hereto affixed the day and year lust above wnaen ,Vntun Puhltr in and/ur the State u/ltitithinrrun ieojuie at bh appointment espires is prat Is page of and is attached to dated STATE OF WASHINGTON ) ) ss. COUNTY OFF ktq ) On this /0 day of November, 1999, before me, the undersigned, a Notary Public in and for theetaaepf yashington, duly commissioned and sworn, personally appeared Michael C-ns(to nie rcnow n tooL be the person who signed as sa or Seco re�DPnle�tt4it.,tltit*nll Wiltber of Southport, LLC, the limited liability company that executed the withm and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he was duly elected, qualified and acting as said rriA,u 1 rneot,�� of the limited liability company, that he was authorized to ext'said instrument and that the seal affixed, if any, is the seal of said limited liability company. IN WITNESS WHEREOF I have hereunto set my hand and official seal the day and year first above written. 111. to qatoi t Print Aking AN M CO!1CH ' ' •• 5 No 'ublic JEAN for the State of cn i = I Iknd S SLY- = Washington, residing at N ,' '11zr 4.11 7:4 _ My commission expires: 7-/�/-D›- vA • CT, • ADDENDUM TO PREPRINTED SHORT-FORM DEED OF TRUST AND FIXTURE-FILING This ADDENDUM is attached to and incorporated into that Short Form Deed of Trust dated as of Nov. /Y , 19 Yf , in which the Grantor is SOUTHPORT, LLC, a Washington limited liability company, and the Beneficiary is PUGET WESTERN, INC., a Washington corporation, with respect to certain real property located in King County, Washington (the "Property"). 1. Revision to Section 5 of Master Form Section 5 of the Master Form Deed of Trust is modified to read as follows: 5. In the event that any payment or portion thereof is not paid within fifteen (15)days commencing with the date it is due, Beneficiary may collect, and the Grantor agrees to pay with such payment, a "late charge" of five cents ($.05)for each dollar so overdue. 2. Revision to Section 13 of Master Form Section 13 of the Master Form Deed of Trust is hereby modified to specify an interest rate of fifteen percent (15%). 3. Security Agreement cn Grantor also hereby grants to the Beneficiary a security interest(and shall execute and cause to be filed an appropriate form UCC-1 to perfect Beneficiary's security interest)in all of the following described property, whether Grantor now has or hereafter obtains any right, title, estate or interest therein: (a) All goods located on the Property and used in the operation or occupancy of the Property or in any construction on the Property but which are not effectively made real property under the preceding provisions of this Deed of Trust, (but excluding any personal property owned by a general contractor)including but not limited to all building materials, supplies and equipment(but expressly excluding motorized equipment used for construction on the property); and (b) All general intangibles directly relating to the development or use of the Property, including but not limited to all governmental permits relating to construction on the Property, all names under or by which the Property or any improvements on the Property may at any time be operated or known, and all rights to carry on business under any such names or any variant thereof, and all trademarks and goodwill directly relating to the Property; and (c) All personal property of every kind and description owned by Grantor(but excluding any personal property owned by a general contractor) and now or at any time hereafter located on or appurtenant to the Property and used directly in connection with the management or operation of the Property; and (d) Any portion of the Property which at any time is personal property; and (e) Insofar as permitted by applicable law, any licenses (including but not limited to any operating licenses or similar matters), contracts, management contracts or agreements, franchise agreements, permits, authorities or certificates required or used directly in connection with the ownership of, or the operation or maintenance of, the Property or any improvements thereon; and (f) All of Grantor's interest in and to any and all contracts or o agreements with contractors or architects, or otherwise with respect to the development or construction of improvements on the Property and in cn and to all plans, specifications, studies, drawings, and other design documents and data with respect to the Property prepared by or for Grantor; and (g) Any and all proceeds of any or all of the foregoing described property. As used herein, the term "proceeds" shall be construed in its broadest sense and shall include whatever is receivable or received when any of the foregoing property or any proceeds thereof is sold, collected, exchanged or otherwise disposed of, whether voluntarily or involuntarily, and shall include without limitation all rights to payment, including interest and premiums, with respect to any of the foregoing property or any proceeds thereof; and (h) Any and all awards of payments, including interest thereon, and the right to receive the same, which may be made with respect to the land, the fixtures, the improvements or the other properties as a result of(a) the exercise of the right to eminent domain, 1 1 or(b)the alteration of the grade of any street or(c)any other injury to or decrease in the value of the Property, to the extent of all amounts which may be secured by this Deed of Trust at the date of receipt of any such award or payment by the Beneficiary, and of the reasonable counsel fees, costs and disbursements incurred by the Beneficiary in connection with the collection of such award or payment. The Grantor agrees to execute and deliver, from time to time, such further instruments as may be requested by the Beneficiary to confirm such assignment to the Beneficiary of any such award or payment; and (i) All right, title and interest of Grantor now owned or hereafter acquired in and to all and singular tenements, hereditaments, privileges, easements, franchises,leases and subleases, licenses and appurtenances appertaining directly to the Property, including without limitation its leasehold interests, and the reversions, remainders, rents, issues and profits thereof, including all interest of the Grantor as landlord in and to all present and future leases, licenses, tenancies and occupancies of space in the improvements and in each and every sublease of the entire or any part of the Property, and all the estate, rights, title and interest, claim and demand whatsoever in law or in equity which the Grantor now has or may hereafter acquire in and to such property, including, without limiting the generality of the foregoing, any award in condemnation and the proceeds of any policy of insurance relating to the Property. CT') 4. Fixture Filing This Deed of Trust constitutes a Fixture filing under RCW 62A.9.402(5)and is Cr) to be filed for record in the real estate records. In addition to the security interests granted elsewhere, Grantor also grants to Beneficiary a security interest in all fixtures now or hereafter located on the Premises, whether Grantor now has or hereafter obtains any right, title, estate or interest therein, including, without limitation, all equipment for the generation or distribution of air, water, heat, electricity, light, fuel or refrigeration or for ventilating or air conditioning purposes or for sanitary or drainage purposes or for the removal of dust, refuse or garbage, fire sprinklers and alarms, control devices, partitions, appliances, furniture, furnishings, cabinets, awnings, window shades, blinds, drapes, drapery rods and brackets, screens, carpeting and other floor coverings, lobby furnishings, incinerators, and other property of every kind and description, now or hereafter placed, attached, affixed of installed in buildings, structures or improvements located on the Property, and all replacements, repairs, additions, accessions, or substitutions or proceeds thereto or therefore. 5. Construction and Improvements Notwithstanding Paragraphs 3 and 9 of the Master Form Deed of Trust, Grantor may alter, renovate, demolish and/or remove buildings and other improvements on the Property, and may in the process of such work allow mechanics' and materialmen's liens to attach to the Property, if, but only if, Grantor complies with the following requirements: (a) Grantor is not, at any time during such work, in default under this Deed of Trust; (b) Grantor ensures that all contracts or agreements with contractors, architects and others with respect to the development or construction of improvements on the Property("Construction Contracts") expressly provide that if Grantor defaults under any such Construction Contracts, notice of such default shall be sent to Beneficiary, and Beneficiary, or a court appointed receiver, may cure the default(s) and thereby assume Grantor's rights and obligations under such Construction Contracts (Grantor shall provide copies of all Construction Contracts to Beneficiary within ten (10) days after execution); and (c) Grantor notifies Beneficiary of all liens placed on the Property by persons supplying labor or materials to the Property, and CD Grantor pays all such liens before foreclosure proceedings are commenced. 6. Partial Reconveyances cro cri If Grantor is not in default under the terms of the Note or Deed of Trust at the time a request for partial reconveyance is made, or at any time thereafter through the date the partial reconveyance of this Deed of Trust is recorded, Beneficiary shall execute and deliver to Trustee a request for partial reconveyance of any portion of the Property (each a "Reconveyed Parcel")from time to time specified by Grantor, provided the following conditions are satisfied: (a) Grantor shall make or have already made a principal payment ("Release Price")on the Note in an amount so that the value of the Property remaining subject to the lien of this Deed of Trust (which shall be the fair market value of the remainder of the Property established in accordance with subsection(b), below) is equal to or exceeds one hundred thirty-five percent (135%) of the then-outstanding indebtedness evidenced or secured hereby. (b) Fair market value of the remainder of the Property in its then- current "AS IS" condition shall be determined by an MAI appraiser selected by Purchaser and Seller. In the event the remaining Property includes the portion of the Property on which the main decommissioned steam electric generating plant is located, the appraiser shall reduce the value of the Remaining Property by the amount of Two Million and 00/100 Dollars ($2,000,000.00) less actual costs expended by Grantor to the date of the appraisal to rehabilitate or demolish pre-existing improvements on the Property. (c) Any Reconveyed Parcel shall constitute a separate legal lot under applicable laws and regulations. (d) The remaining Property shall have (and Grantor shall obtain an endorsement to Beneficiary's lender's policy of title insurance to insure) legal access to a public road for ingress, egress and utilities to serve fully developed use of the remainder of the Property or, if the remaining Property would be landlocked after the partial reconveyance, Grantor shall grant Beneficiary a permanent easement over the Reconveyed Parcel(s)for such ingress, egress and utilities to serve fully developed use of the remaining Property, which easement shall be recorded prior to the recording of the partial reconveyance. q (e) Grantor shall pay all reasonable costs and expenses incurred by Beneficiary to review, process and complete a request for partial reconveyance, including but not limited to reasonable attorneys' fees and escrow fees. 0 Cr, (f) Grantor obtains, at its sole cost and expense, and delivers to Beneficiary an endorsement to.Beneficiary's lender's policy of title insurance insuring that the title to the remaining Property is not subject to liens or encumbrances arising following the date of Grantor's original grant of this a Deed of Trust which would have priority over the lien of this Deed of Trust. (g) Payment of all costs, including the Release Price, and delivery of the partial reconveyance and any easements required by subsection(d), above, shall be made through an escrow with the Trustee. 1111111111111111 19991123001763 PAG23%1189 3002 CONSTRUCTION C L 9.00 KING COUNTY, y� RETURN TO: COASTAL TANK CLEANING, INC. 3801 7TH AVE. S. SEATTLE, WA 98108 COASTAL TANK CLEANING, INC. Claimant VS. OLYMPUS ENVIRONMENTAL CLAIM OF LIEN Name of person indebted to claimant: C„-, Notice is hereby given that the person named below claims a lien pursuant to chapter 60.04 RCW. In support of this lien, the following information is submitted. . Name of Lien fibASTAL TANK CLEANNamO Of Owner PUGET SOUND ENERGY&ELECTRIC Or 1. Claimant: 3801 7TH AVE.S. 5. Reputed Owner: P.O.BOX 90868 Address: SEATTLE,WA 98108 Address: BELLEVUE,WA 98009 Telephone #: (206)624-9843 1282-7738 Certified #: Z 464 130 346 2. Date of which the claimant began to perform labor, provide professional services, supply or equipment or the date of which employee benefit contributions became due: FEBRUARY 1, 1999 3. Name of person indebted to the claimant: OLYMPUS ENVIRONMENTAL • 4. Description of the property against which a lien is claimed: LOT B OF CITY OF RENTON LOT LINE ADJUSTMENT NO.LUA 98-176-LLA RECORDED UNDER RECORDING NO. 9902019014 BEING A PORTION OF GOVERNMENT LOT 1 IN NORTHWEST QUARTER OF SECTION 8,TOWNSHIP 23 NORTH,RANGE 05 EAST W.M.,LYING NORTHERLY& WESTERLY OF BURLINGTON NORTHERN RAILROAD COUNTY RIGHT-OF-WAY,RECORDS OF KING COUNTY,STATE OF WASHINGTON. TAX PARCEL #082305-9055 COMMONLY KNOWN AS: PSE-SHEFFLETON PLANT 1101 LAKE WASHINGTON BLVD. N., RENTON, WA 98056 6. This last date on which labor was performed; professional services were furnished; contributions to an employee benefit plan were due; or material or equipment was furnished: JUNE 3, 1999 0, 7. Principal amount for which the lien is claimed is: $10,001.00 + $85.00 LIEN FEE= $10,086.00 o B. If the claimant is the assignee of this claim so state here: NONE 0 • a•1 `%%%•%%\fit` Valge•'04 I. '',V„ State of Washington, County :— ... g"O of , ' KING , ss. • :r va JOY A. TANSEY , (PRESIDENT OF CONSTRUCTION CREDIT CORP, AGENT FOR CLAIMANT) being sworn, says: I am the claimant(or attorney of the claimant or administrator, representative, or agent of the claimant or trustees of an employee benefit plan) above named; I have read or heard the foregoing claim, read and know the contents thereof,. and believe the same to be true and correct and that the claim of lien is not frivolous and is made with reasonable cause, and is not clearly excessive under penalty of perjury. Subscribed and sworn to before me this 2 da of NO BER 1999 . ().40 0.Mg Notary Public in and for the State of Washington, residing at: SEATTLE My Commission Expires: OCTOBER 10, 2000 , .: �-) L is .._. ,, .: . . . . • ,..L ...„ F . . . ., .. , ,..... ..-..,....-.• . • . • -• ' • �' ' rsr ,A. - 1t ,R,� •.,.-r. _'"t`y��i �~ -+' =nee:.. ^.�o;'«�t`r:l,%.i� .-k+�'..j.�•.'•4:+' t:c::A' N... .'�r)7Trti' 1• ^, ' -- 4. yr`. 447F.f cif 't!...'�, f iy. 1' -�— _ ', .. - _ - • 11''F•••-L'ti-,S:: w }`•. -t IDRdersadQatered' r aye._-:•.,.. -=:.= `i^. .:_ .,ahL.` • A•'04'.., :r 4 FO R i - -r= '--•+,y�.--- ( ,~yam,.«y •'a.-- ,`. 1941i,-by-ana DeWein•Pvo,cc�•Sp0A6 _Pae�"- —... o- :�._., :•, • ::�.z ; --• .•- -. — -' --- ,.,.- • - - . : — - '.,�, T� Vu1YllZs•-��rorpBTatl�Gs_sa:pil'tyot`the tirs�ps'r"ty � _ A.-'-- i-: tii T.:oa11-ad Poy.ii--Company),• end•PACIFIC.COAST:Fi::11 CTJ . - : :. _ _ `` - " `a_1orporatiba;as'party .of�the-second:pert, (herein- called. • -''' 47 _.. ' :IfNEAEtAS,.Power•Company:is the .owner••of cettain_upland . • _ _ cond-clsaa stiorulande' in front thereof,•lying • and.the :sr ' easterly of'Williams Street. (County Noasi•No.. 376) in. the City—- • i _ of-Renton King County, Washington, upon which land Power , . Coipeny his,constructed and now operates an electric' gereretin,r• . ; 4,4 . plant'icnowo as ltss,“Shuffleton- Steam Plant'''.and • yy • Wc.�' 'ram i' — ._ _ _ __._ --S • `•+: - .• . II'SiERE,S, Defense Ple.nt'C"OT!•oreLion,' en agency �f _L':e . . �_ ,4 __ — ' United-iltatew Gnvernment'r :n, . 'f.equired_certain lznd -lying or. , ' -r-. : - r . - Y'. ' _ .__ • the westerly_side.-of 'said 1;111iams tree t, and ..- plant. yr 'tee • • ,-. ' "x • - _ 'manufacture of aircraft.is 'no, in course of con-struct/16n+u-•on r - •sai,c1 land to be o erated.by_ 3oein • 'Aircraft Con t•ri n:,a'_r.bwer- • --'----- , — _ ` -• Coinpany,.hes heretofore given fhe'-Austin Company,''Li:e cJntr. ct.)r • - . doing said _contruction' pork for ooei:+g ,Aircraft COn9Pz.ny, r'-r- . ;' . - - mission to -lay temporary spur tracks adrdes--:the property pf . opertyuf' } ' ' PowerYCompany to prouide•e switcnin•4 connection altt: t::� Lc+ r • .Iiashinton rie1t Line•hallroad of the Pacific :.e:iLM'ay _• ; Ckpapany, but'.elth the expres4• reserve.tion tni t encr. temporary- - -- tracks h-en'I�,id. shall e--subj;ec t to -- 'y Yt joint �r Ec► -user •4' .: both the Northern"Pacific Feilway' Company and Pacific Cot-St •-- - -- .---— --A. •It. Co. for the movement ,of freight to .arid •from the . • --� • Shuffleton Steam Plant'.and also to and 'from the Hoeing Aircraft - plant; _ _ , . - --- _ - I , • ,.•-• ) .• 4 ..,.._ , 1 ,_,.. . . .. • .. , . . • . . • ,.....: • . .. . .. .• . • .; . . ., . I . . t. • ._ .,,... ,...: _ ... ....,...„...44.`;'--.1'....' •,t.'-.,'-.Z 4. '':.-'•.',''''..7.... •'.'1. ". ...:4; ::':''•;.,1 . '• ' • ••' .. . . . '.• . ---;.:,..:-, - •••-'',--.?7v""..'7,;:-,-,,,r.r,7-. -....--.4..i.-'. . .... :-:'..'-..,;".1.,:•-'.•r, 't:;...4....,--,.. - .----. - • . --' -.-.•: 1:'":'. .--. • :.- -..-:-,,,,,i, ...',. .J. ....,, ,.....--V.0. -iiite.t.;‘,L,:,,,, ..oz.e..,:),),:kti-c• - • - ''..:"••• ' - .'. .-.,,.. 1.:.:--4.77. :.,- .. .. ••;.,......iki..-4, 1,..11..;,... i. . )21-311=01-.,,,;..t .,. ...•, :••-:..r. ... . :..• -...;• - • .• . .:,..,...v,_7: - 0.-y- - •,•,• -id •••••'1'. a::7, .,. ,.;,.. ....th"l'`'‘.114••• '''e,','::•,'. ,,.• ',''. ::"4- • . ••• f . ,..... q .9 4 9,0 4 4 4 4)•4 & . • 9..,'. ' "2'';:t-27# . . .4.:&9•i•40`.... 44..9. .41&--499.' .••••le 49 •. .ele.4i9 4., .9 r•r"--.- .,:-.* •-•. " ' ' .:'•!..?': . 1 • •,, r'r,,:',.•--.-•'.'..;;; . •...... .....i,,:::••,t,,..,t' ;t,ez,r7-;..-.47.,........ •;•,..."'*K---Aid.. _-•. -•t•• ..-.••••:::-..rs"!e4231,...., .r.•,•,..'s••:,: :-,, •:.,•--,--•• ., .i, .. 144.!'...2*,.".. ".• .1'..Z.''.;i•.- '2.''.'isiiift,C0nArnitirOlidthP':.:)."6;•,'144 •,‘,"'" ••••'-' i .Filti.-*.V.,:- .,.:•• , .. . . • e.•••;":• •• .< *-----•:•••••—•-•••••-•••••74k4.•V.1-4."Y:•:.:'_',. '. ..'-_"-1.1÷..4-,y.. ..,2:4•77.-7-'•--. -••••..;.:.•T`..... .' ".:,:;E::?...4"" :2 • •• - ., . . . ,. .1; • i'7'."':'''''';'-'''''' '.-7. ;.-:.4'..;:sr,74'. ..-:.trill0k2'• •Paditia03611 ITCUPOn-the-•.right•of way.Ais : .: _. Fr'i'.7":','" ';;:-.'<,i,7.-,..4"..4.,,e• - -.:.•.-,.• -.• - -••• -. • ••• • .. - •-:---,-----,------•:',..,,!-1..::-1.-1-T •--;•••-'4v-••"••••••••;4;7;:- -•-,::M-f4.1"1 -4''',':,i.':;•-"•?.:.:',-"•,• t.;--riw!je _____„___.1 -•r-__ .._. ._ ••: . . .,,,,::-1.,....* Lt._ r-rti-7.. .,,,:-... „..%.. fv•ist-w. se • • ,,;••••im••lit'etonaloaratr011-mer-thr•-pr - "'' .,••• .-.7-1+14:-.1•41- - ,..,. -- • . ii_I. .tl•mc",!).,:.-.,,e.-,.,?... fi IL- 24-.-=,. ...:.:..44,. I:•;-•.. :.,,.'`;;.-. : ;•:-• ::-t_,. ..,; •..- ••:•:..• " :•:,..-:4•'-'7'.:1'.: :. .- ;.!"-t-i°4•4::•••,•,*--, kart-' •d r"neifOrmil:*".it,%.and.ici'• lo it..to-c aline-ot-it0" ..-- : •••• . - .• • ,__• •,',. . , < -,•itt :.-----.• 41 . •••• tracks O 'the Boeing.'plant"...:-L;•=t-t-'••• . .. - • ___. • •.„i....--- _-5•••:?:•:•,: andto'avail:Atte . --VONT:001110:11i il.W.W. ".1.-Ileds therein,:. .:-•----.•-•••',- , - 1, •.. y..-------,--'• ,••,F-s--,-•••.•••‘-- •••- •- • ••-•••7•.4:4-:•.1-7:-....:7'.7'...17Ee:-:7.F.- :.'7—:...-1777:::=71:,:.:....7.=..•.7:T._.i-..-.---,...7•-.--= .--,..---,--- .., .1 -..----'---.*iiiii.bir•gia41tiF.W..--Pi cif i ay.,dot i -the ti pii-,-)irivf.:. ........., ' . - • • .. .•, , . .. . , . . • - authoritf.;Waoffitivat, maintain Ind,.operate a -spur • . -• , • - , - --•,' ..,_traok_dier and .aCrosi •the MIowing described land of Power •- •• . . _., • '• ' • •• ,• •' • . . . . - ... - • _,. . . . . .. _ ;-"•.• •• • companytin the location•shown. upon the map horst° attabhed •----- 0 • • ., . . r . __. • - . . .. . . .• •which Ividentified. by th / ignatureiCiit d.:-- .•A.;>-4.,,te.,..- • . • .. . . P .•... . • •• . . . . . .. . ....... i . •• • • ..• . •;, \ :. ••,- r4r.kOwer.-tonpany'and: 0'. /../11.451tAVed; for-Pacific.Coast, .:-•:-- .- • :, :-!( . • . • • -'6 61 ' +566wrocr' ' ._-...- --lai..4,c;.• " rr - • • • • .. .•- •••• _ 0 °.? ':! . • • . - . —' That part of. the lar-fd of•tha •Poyer •Company in the . • • •. ••.• •'-""'•••••••••-• --.H.N111 of'.Section I and NB} of Section f7,'•Twp. 23, Nil_L........._. • _ .,„ : •-'- . '-.- ____,:.• •--111111fte".•):•Zastr-411:-,---King-tountssh-rrigtoii,-tad the -• -. .. ,: •-•.e.t. ".• .• •-:-•!__....._akvOnd:"Class ElhOre•Lande•lYing in front."theredr,---10-- • '• - .-..-.t' • •• "•— -;eluded within_iLitkip of-land'17 -feet 4n width 1.evinif • ..... . •.-. .._..... . . : .• ---- 7 • " . • • e-1/21.feit of: suoii..midth 'on' each side of•the -fallow-'' 1:: -• ". - '-"--:- ...:.'•• . J.ag'dolio .. . . . _ :. ..•:•-• *,; - ." ... • • ... .....,• • . .. . .._.. • • . . '-• ' • • • •-• - • •-- Bo-ginning at-II point in the iectrOn• line. between • , •• . . •• • .• •. •-••-• ' -'-•8.eotions..5 and 8 in Tep• '23 N.., Rano'.5-•past, WA.;• •• • . ••.. .. . . ... •_. ,• .-.--.7.- . -_ 4_,Apfluo*Ilmestorl-n-sthich• point _is.26.05 feet....vvetwrIr4H__-,:.,_..., _ ' _ . "Aaaasetrod-alOnmideet-tterc--fi'ais the westerly . . . ; line of'right Cot.way. pf that:Northern Pacific Pr; Co.j . • . ' '•to,. ..,.. ••-:_•••••_.....•____.thenoa_Southerly re long.an -11600.1 curve.to the right. a • . . 7 • .• ;•: .. • • • . .• . : --diatalie. of.13100-f t:'-to),',4-p-oilfti=2•5-4-eret-lrgreril 1-'-"6. • . ,. .49 ' . ' • — ."..- . ' 1.11:111,ftd at-Tight angles,. from 7 said Northern Pielf10 ;•o..„, ' . . , • --' •• •Ry.- •Co.,1s -right -of way: line; -.thence southerly --- • • , : ' - .. t. along a straight line, .tangent to Iasi-described . . . . ..• . . .< -• „ . ,__-_ __ .ourre, a.distance of 211.00 feet tp-i-ifoint ..1750•ft. •-- - . I.. ,.. • • • -- • westerly,. measured at:right. anglei,. from . ' '.',' •r• . :. -Peoifio liy.. Po.f a- right- of 4.may lids i ' thekes sontherl,y . ___• .... - -0-ang.--.*--7456. :curve to' •' 106 a distance of 16640-.• . - ; z • -.. . • : kl _._ ... . . --•• _ nt • .50 ft weatarlY, isisaiured at. • . • .- r_igtakang ea:,': from said 84" 11. •-.14.:.to.1srightiong f.wa_y,----.-... . . - . . . , i.: 1.; . - • • .. . ... -• .- 11114. *doh_point-Lk:Vila.true..point.of.baginn of,.. - , • -.....'• •• the emntar_line_of The 1740..ft• strip.of•land te, be • • . • - • , • , .g, , : .. , •••• -... •daseribedj: -thence-aqutner•ly•-along a line. distant • dk50-ft..-Itintarj.jr-laananand'an-right.anglesi .from and. ...--. . ... 4ar*Ilarlath .iald-II. P. "Ity. -Co's;tv right of "way'line, •'. •••• .-:----- . . ili'..dPItailee'of 112.5:301t.'to a point of .0onnicqiww with, 'f-• ' . • '•1:. .-.•the "twIt:11r:Yapialvtraelt. free the"N4 P. Ry.-Ca.!....a--42t-,- -::-.-.,,..:. .-1. ... •, • : :-•, -__,' • ..• mash*" • -:-Balt!lani:;railYciiid to 'the plant" file:or..... ...... - .....:. • ..f.,.:. • •.'-'-' -.•,.•,:--Baaing.Aireraft'Company•east Of-Willa--0-treet in tie.' -• • • •• • • .• • - .: . . • . - • • ,.- . ...., , .. • • ' -.. . , • . . • - . • • • . .... . . - ... . • . . . , ..t. -• • . •' .....1........1.....!••••-"-7---,-;-::•••:•-•,--;•-•-:----.::...:••..,;--!......_-.--.:...t :,...,.....,........_. .. : • .. ••:•:•!•-••• •, •,..7",.... :•. •-•• - -. •. -.........-%;.. .. .....,-tr:...;•*... ...•-4x-:-..,•;. ..,_• .;4•'•'t ' •,'.-•.,.!..;•7'• • ''.'-.••*: .... • . -L .'S.LV.` ,- • -••'•••• *%•-;"- --7.• 1' : .... • .7.'•''''.,•::;.••,''!•':;•••l. • • •.; • ''.' 77.77.•4i1P:1:E`:':-;*••,- • . • .)::::.., •',•-,,•:', -*-1:•.•::::•.:,:..,.......6_,•:,...,,_,:.• ., ,.,,r. _.•,_...4• .-:. • • :'. ;r 't:'•••: '. '••• • • . ;*. 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' _•4•,-_••;.:-_.•:.•„•:"•,2`......':,.'i;.t „ '3•-5':L..1t. rn;i;,r-',..,...:..;.•1--1!.'',".',*,e-..-,:"',4,;:',,"„,-,.-L';,,'P,,,..,.,..„,'•-"-••:.--,'-.:'-.',-4-.‘"••..,*:,.!,•-...:.,..M:,,3...,,1,,.M.,.,.„.,s:4.•,-f-.--:,c..t,--..7i,,,..-.---:..:•:?,:1.!,:.r-,;:sf--:1_-•._.--•-• •.-,..1,:•::::-_.,...4.4-.-.....:-.-,,t,a•-.4..-•l-•.i<,•.-.:-.:..:...:..:-...r..:,:•.:....•..•,:.-...f"..-.,.:.',--.•-',,2:1-:-.,,."!'7;::-.-..:--.7:.;,::-7...,-.7.;.,...=...:'.',.'.•,.:;;-*...,,..•.."..:..••-;•;.,-..,-.':-.'e.,s•,.••;:,", 7A ., . , • - ., •::•,:•.:••'.:.-.—4:.-...-.;J...-.._:..:,:.,-•.„..:..:.-_:.,......14..;,.;r='irz_-• 1.-.,.,..:s..':.:7..y,...:I-.._,.tc.7•i.1n.„: -:r';;.,::4,'•...:_..1 " ,:_4.. - ,, •-_" '.."r . . - _ __ .. :' '.• • 1 ,thit rt-xspaid land:pf--t4=Pnmer , •_.--•,•••-,7,•.. ' ..:;.:..r..7....:......,.,..,,,,4. • ."-••••-,-e '-'d • .:•:-,•••‘"-r-•,41;•;4,--.0 -,r: •---r-7••-at •Ifin-rik--.111tit • rrelitilifil-411U-Iii-li•• ..' ' • -':'-' ..":*.• '•-•',;A:A. .• ,..• 41.".2--•?-•",",,,,--•-',;•••..---,.• • ;,,,,..,tip..i.;„ . _.:-•-•;'' Te -:gliret.' -Y....Aia ... • ..• Wiit4iir-Lind-CCeieent)ing':.n.•tki4'.'..- .7"- - -.- •,t'' :"„17 • . ••-•'''...: .2 rmr,e-?---...... .‹.:' -'-— ,"--,..'44 II- ittitsictititi'ai-rinifued;We,at -:.irhiii4il•-; ',.:•::,:•%'477 •:::3k , /I.r , , It...-. t, . • :. liteVii4iiiinil4rtirtatitl04thptharic*,:southerlat •." ..''..-:' ?:.'. •--'''.71:.. .. 418 -itifillistii-liea;iiirpkoilOnelibovit ddatribed;tenter... . • :,. 7.-":7*-.7* ;.. ; •::: ' ... . • • •'."". "0 --•'11403;•"ter•ir portit.Irtme•-•s*id :itrip. it....34:00-felt:: ....•.'• ;.•_ . ,-. . .... . .. . . -. 4 ....1.-.'•'.'':'-;,.....'•':.•:1••::..:.,•iiir.'widthi..'.. .thencji-aixiitlier1r166.80 feat,. :'• • • •• •• - • • . • •• • f-..-:.- --• —7. , . .oirsured ...ito" ng said center,-.1in4,- to a point•lafter.e. '... . .... .. : ' -4. •-..'.•-•.' ''' " ••••-j•-:---'7'."-"s -strni ..ittlp• is".17.feet.in .width-and •the. Po.1,rif.:61:_.• . • -.-3 ..-.. :.... • _._•. -..,• ;,•• --4 . .. .., .._ . . ,-; ._.. .... . ----,,,"---.----:----.---•-z _ wet/oil'with.•trolilli_Ldeecrited 17:00 •f t...strip.... . : . .• . . • '. •.., .., , • .. . ........ 1- • - -• ' •-•-•• ,-• ••• • • ••••• • -klist-rlip-of-la nd iv• rt.--an-width lying . - - . • • ' ,. • -- . . -•,•. - ---.. •-- •••-•- •westerly of:an adj oining':se id• rr too1.r•ip end .• .. . •• • . " • .4 . . -.. • .. .• . •.:: • •••••extencirin from. the. s_outheity..i3nd_of s.ald7-1 .7 feet' • • • • . . . .• . .. -:•:', . . ,. •i.i. . • - ,-- . - . ... stri-plitr-a d i 5 te rice of-4-33, re•e•t. . . ‘. .'. •• . . : • . • • •4 ., .. '-noi-ther - -- - - • • • • :‘• • ' .... • . •-.' . . . . . . •-•?• •.•. - -• ...The r-tEht.s -herein_ granted are. subject to tn./ f61.1..?w•Ing• -. • '.' - .. ,. . . . . ----- • , . . • •terms:•and condit.lonse"which Pacific Cobst-. expressl-y. kr f 3G,119.3 .e. • • • •• . .. , • . ., . . ' .and &trees•to perform,-wA•thout lojc.12_agreement' by PacifIc :___11.."--.•--7-"" '' • ... • . - . -,••• • .. • , --,--- . .' _Coast 'suer. rignis wou4•140R4I:e. grlailaritil•-•••• ' - r-r- • • aew.-seww- - _ --,-•••-•••0",. ,.:1•- . "- . . ' ...-•. .,.. . ...... . •• , . • 1. -Pestific CoaSt- agrees-to' install and ma.ingin a -d-on- • .; ' - • • •__•__ ..- . . - . .•-. . . . . _ . . ,..... . •• . _ __.. . , ._ __.nenti on-r-"p -S I,1-41sirirP9a-ra-e-ii-&-t.--trii4--aol-ntj-ln EP e--'•----0''-t own on -1-.1d • -' : -- :: • . . ___.. ... , . . _ . ,...„ • --• "\-•","Eichibit with the •existing spur tracIf. 211.;Powirr. CompanY trPon•- - .• " . • • _._. . . . --:. _ ... .'- - . . . , . . . . • • • - , •. • . . ,____,_. .. • • . -- . its prbperty anove described to "serme Power"Corapanyl s :Lpuffl-it.on " '' • • .•• _ •- --------- .„_. - . . •Steas Plant.- Front the: ?oint where fiutri spur% trec'r — , -of Power. -----__ - ,•-• - • ;' ----: . •• . - - • . . ,.... __. .. • . .. , _. . . -____. .. - ' Company. leavei ••the 17.f Oat---r.-ight"of way befiziiftibove delrl.--',ed • ' • 'L . • • _ - - -. - _ • - I: .- .. .• -, it shall he wolely owned and inainteined.--0/..Power. s;omo,,ny.. - . •. . - . - .. . .. . ... • • , -- • • ' • .. 'i :.• 2. - Only a sin0.- spur trae.K. sna.11 -,e ti:.)ri t.r-•A c T....!‘.. wl..:..ii ____ . • .. - • • • _ , -• . . • -: _ . .. . • __ . • .• " -' the'-right• oc--- -sp-4-i-€-relh-tona-rit«..4-. - ....a-td,rlil.-t if •ei%..., b.71.1_.1.-01- - • 4!. -7 • • __ .. .; ' ' .. - •" . spur true to be constroct .i t• oreon,. goal' ••e u-,-...4 :"..: Pacific • ..- ..' -- - . - • .- • .. — , Coast sol.:137---f-Or ',,,u,e. _In.iv et.-,r,t‘1._...1.E.:Cru-1....4.....1..-t-.........44,1-4...r-u:- •..,..-. • • . . ----,--- ___ - . - - . . . .. . . . • . - . . . • __ • • 1 • • . -.-_, Shufffeton _:".1tears! Plant •Or: sower L7.cluipnje ;-.,r.,L! ts• ,-.n.l. cr.:a. tile _ • . . -.• . - . .4 _ '''• . - =--'--- 'a irer-irt•-fa:..nufac turihg 'plant of ,..oc•lni: A 1 re r a f t Cbai-any, -.nd - • • "-_ ..... . . ..... . •••• . • . _ -.: ,•. ______ . . . ".• shell no'. 7.e used foiany-_sI-„r_tic-3 to any ot-ner p•,•,rion or prop- . ; -•-.• - ' • . ' • .. • , • • • arty witnout_priOr written cn.,ent,-7?-fram-•j1,3,pear • ,ealpany. Petrie . , „ , • • • . . . . •••• .... :.• •-• --- "•-• ''•-•Ct511t fUrtiiii•Clgrees that. cars -shall not .be pere-dtted to sn-d- .-, - - , -*.• ,'-•:- • - . . _. ,f• ..„ . ... , . .‘ - .. . • • • --• '. • ., ....-upon.said. spur• Lratk. ror, unr-easonable periods• of stime.. , . ..j_.; - • v 4 ..: - • - • • _ . • - - . . . .. .... „ • 1. ,. ..... . .. .. •. , • • • . . . , -• , • ,. —•I ,.. • ' • 7.?... —I - " - •• • . .. . .-- "... • . • , • .. • . . • - - ------'"- . - • , . • . . _ .• -•••• • . _ . . . • • •• . • • ...-‘: ••• .-. •• •' • . • - • • .. "• -- . . •,:• ..1... :• .• ... ' • v. - • -- ... .. ... • • .-- . . '•• • .• . •• .-. • • . .-------- • . - .. . . . . .. . , .. •. .. . .,.. . .. . . .. • .. . , . . . 'd ,p, 1 :).", ,.11,,,,:':•‘•'• ,....i.,.....•' . , ,• "•.•.'s'. .' `,...-:::;1.,:5';2.,,.....'.'....'''. 4:';'''::.'..:' ',,,:;..,.,:. ''' ,:. ' ', . 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" -, •-,--..'1:-:!"-.'-. • : •th•-••roeldwity: hereinafter mention edi.'leaditi into' the--Shutt 64: • - ••• ' ••' ...:-.••.-;.;.:.:-..,:-...,.` :•:-; ' *.tchi-Plant,-to Fare for the water•flOwins in the 'ditch along *.• ' •-: -- , ... . . . ••• . • - '• ' • * ' •-• ' ' - • --- -" 1141%116.4‘-- • . • • • - • • ... .... • ... _ . ... , . .• . . • .._ - .. . . '•• • 4.•-18-Citic.Coast agrees (a) to taf.e down-tne existing .. • -• - . . . _ . ._. .- . .• .. . • --* "... ---"'"---feinee *1•Iong-the vre:eterly rdergIn of the Morthern Pa-ciflc, Vail- . . .: . . ,\ • . .. . . . , . . . • . . way COmpchyls right of•wax bnd rebuild t ie same in a gooa • " • ., . *' • .., . . ___.• • . . . - •- • • , . -.' • and...sitbs,tantial- iarrnirr on a .line two fee wf.sterly. from,Lila' , • _ . . • • • _ ...-- ., •• - . •. . ... . . • . _ . • . .• - • ___. .._____.. --7----- -- westerly mirgli1.of t,ta right of way here p'granted; (b) •.to______ 1-• .- . • : - 7---.'t-- - ::•initrall in.sed-tentrira_good end s.41.4o-lisitt-gate•wh e.re.-inch ••47-.;.- r_____, - . • - _____-__._-__ --'---='*----*'-' " -'--------fince'cros-ses the i spur track of Power Copan' leading to .tte • . • ,_ ..... • .• . . .... -__ --_ • - - Shuffleton-Steatit Planti----•(7)--T.td"lnitit-11.7 and-biaintain---fir goad . -.., • .. a. ' • . , .c ond I.t iT:on at the place infleated on •aalci. i.xhiti14. a grade cross-, .• • . • •....__ _ _. . . _..,..„._ _;___-:-...-----:iiIrMEIF-enist. - anne r-.unit o-rmril. h tne-eX-i--3--t-tnx-rpTd- - •• • . . _ . - • ) • - . • • .. .• -... - • —way, t-nr ..the.roadway ;leading from the 'Ed j icent-E;ta to" highway. . . .i. . . ---• -•-- -, • . _ _. • . . . ... . . aasterly. of the Northern Pacifle 'tree% to ti•o- :-Kuit-leton 'Plant• . - , :-. •• •.. . .... _ . • • . • • . .•-•.• . . --.,------ -- _ .-•.---:"(d) o set said fence and.'exia Lirig -elret., 42.1.1uts,.-etc",back.'at . .......,_,... . .... ..— _ . • . • - - • ', .- . said croseing••e s shown. oh. said. ...xhit..it, Et nr; to ine.tall a V11-13. . • . - f• • =---7.— - ., ' . „ • • . . -tic r9 s s .the roadway; (a) to :ceep 1.11e rig:it. of aay heroin _.. - •• • . .. - -- - ..- • ,• .‘., .. . _. - . -• • • • granted frea and cfcar a t all t..iLleS. fro e11 ,rt.t-.i.. al.a under.- : • i , _. • • -- - - • • . growth; (f) to•maintain th; stop.) of any 1 ill. on said riita - • • ------of-iaz at a pi tut, out t L e-foo-t-ve-e-6al-to one_Land. ... _. gAua -tri naLi vet . 7. _ • . . 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'. . - : - 1 .. • ---- •• ...e • . . Coast of suc-1-,- r1,--,r.t. )1' wEri. . POY)....'T COMPSilf "1,..:-.:1 firt ..;r ,;ri,• t . - • iii - . . • - . • - - . - - , •-.iiiir - -. • -_ c..rLial.nt .oi-i-oiloory-ov.er f..:-.I.! spur 1'..7-0,-:;•:' •-••.•'` 17•,I. - ' if ... •„• . • ..._ ' . . • . .- . -- .• - • •. rein 0.rriate(l '-)r ,.•ny 'n 1-'Jo f J• r. other T.&1.11-1 "az: z ' •e... • — ,t-:-,-,,--- ., V, - •. . • .._ ... ... ' - - ------- • .n • • -• • - -7.• 4-henove-r .t.:,.. !•‘. ..1Qf 1 1 1 e k Au-841u..'....orap.haa-: ,-)rs , j 3 t•-•••••-e — - • . -• * • -' ._ re arOad..t.f-) i..1•4E-1 e i.Ul•••41' t".1-f,: teoporary or derManent cor.•:.ion -I-,er:1,:f - ' I • . . __ • ,. •.%: . _ _ traye —. •' . _.. . o u t e:11:,., plc, fl--o.. th_ point -?,f ..,,,:on:, :-.:Lion with .•• -"...,. • - • . • . ..- .. tne /(or tn ern Pr.c if 17: :4 pur A.L'.?o int: ^C" .sh-owr1 on tie id -Exhibit -------• • . . . , .. . . - _ ...-.I • - • . nall be'terminated or abandoned, PIC ifi-c- C oh.5 t- ihall- have _the - - . .--• .. . . --- ._ . - • • right to continue to . _din' 30 Of the rigtit of way. upon which - . • •,- . . .• • ... • 41111-,U . .• . . . r .. • . - . _. - • . • ,• . . •• • I : . .• • .• . — -- "i • • . • . .•-•-• '_ . . • '....,,.- ... _ . ,.. .. .. ,• ---7 . .. • •. . - ,--- • - . • - • . . .. . . .., . _.. . _ - . . - • • .__. . _. _... . . .• • •. . . . . . .. . . • • • - . . _ _.. . .. .._ . • • .. .- • . .. . . . . • . ....___.. . .. . . _, ....• . _ .:. -'-- _ ..--. . . • . . .._ • . . ... , • • .. .. .. ... . , • - ... • • • a a (.1) .• Cli ..,, . i . . • . .. .. . . . • .•.. . . . ,• .. .. . . . ,. . .:::::,.:.:::„.... ., ,, • • . . . ..1 [ 'i . ..-d;I H ti, • :•• Ft:6 k. ,-.••.."• • • • ':,:' . 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'*-7:..1;Wir:47:-/.0.t....17.9.43. -V*11',.,ii..t ...._"r,.' '12 1-;4-1;:1:::"-T.Y.:,./.,.‘.:I.L:7: ; • .":. ' 7".. - 7.".i, ',I.:: ,,...,1.r,:0-1. .11. ",7: ,t1,.. ..41::.,1:7Af •i:C-'.17';144: M,...ea6tLf-.1;;t::, . ... 'IC'.":;:.':T...,''' ..... :.i.1'7:4:::..::•. .'-:.; :''.f.'',...''' ''.....*:fAnit:4•:50-t.1.4h..:a...;:f774:L . ,-"F te?litiliki]:.ititiali7bit.ililii4oVAircraim ' . ' ''''.•".-.' '',z, .• " . ' ...,.$'--.,,,x...-, •• •.t r• • --,,•• .•• .., •-.-,..:• --%- - ,(..... -.. .,,....4..r. 2t ....,-.;;..•3.....:r,„.','-.-P ! . .!* •!!!"%a.''••••--:0.4..4,, .,..4,....-.---45V-4,:zz-:7.- .-.i.:.--.:-.t.': 4.,".--•::'::::::',--. -.;--;.'.;;;,:7a.•;5,1.,,,4-ev"1,-:i,,..„,..or., ,:*;..: :: .,.,; . 4,:f:Kj.4-1,,. !- .'A • :-.11filik... 9-.7:teach',0t.0Ohti• . . tti.:1-41: '71:•‘R•14.-t, -t:ss•k,',Ita•2.,.:::•1. ' .. -,'A';r•-••"k77.74101-•474•'• i .00-11,1.1 -r,----- ::---. . . -------- --.. '•-•--,-----. . •4' '''' - ,- ,-, .; [i .---,--7.- • ,- = I----7 -: 3.:1777-7 ta tha ... .. • •-1..6-.,:t....,-,..,;.:,;.,„; tii....;-,fr-. actitigit,. .8.1 :,..00-11.•:-Iiti-cil.4-te:.'.1inr:or,-.- •rnts ittaq- - •:,'&,, ,..,4,.. ..- -1.6 P •- . 'L':,,c,...i.„ ..1.•.0:::•:Vontliti-o#10ters.12 . stated,.-..Power Company.#ha 11--have-.1-54175j-tight..::27:: .,,!•'-•117.--.' -..,_ •.:-.,•,,,. : ..z. • 77:'-:: --1.•-:-•":4e:;:....ri,...iifiI:ii;;14_;lie.h sia fa;it ad ovIiig:a t ion 3...i t.,seir:In&6 olise t..:iii. 4-,-‘ '' ciat--thaireilt:-.f.ro.ai-liat ifitiltiiiiit; o-i;;-•irit... its election,.:to• -:••• -'••••. '•••--;••• . -2.. ''-'7'•:'''.•••/--." -1.....- '...:•iirg---_,Abiia-ti-int±H- ii-miliz-igrillt•ii -ii- - eitii--Fi---P 't;Iff-t --.-"..7 ._ -....11.,......• . . . --. . .. . •• . • . ,-.. : • ;.. • .... ...,..eoaai •io,resorrva.if,- t•raf;ire_land-ot:hor-prO:zerty=frOat said',right . . '. .-- _. • • • •. . . .. . . •-.• . . . •--;-• .or wayl provitad;-.hoeqver,.• Power' insioany shall.'have•VI.a right_ . '-, • .• ., : • . • . .... . •.. ,... _ _. •••. • • • • . .._ _ - •.- • • ' --1• • at its' elisctiorS-.to require i& Pscific (;c16. .S_t___to.nkee.p_.a.nd_:_to -.13i.in- ' • --,,- -.• - • • . • • . —• -. •.• • . .• •• • tain al friari..ta its :lour trace-upbn the .ri.:ht if way nitrein • - - . . . - ... ., • ... • - • • •• • - • •• • granted free .the northerly lin`a .3f Porer_Comprnyis property.to : • • , • • • 5 . • • • - • ' - • li point .froa in r-pot_"8 . 40 , u.i...;or.! 40447.se, .._..;-''''''''-;.1's-r". ' . . 11 . l-'.--:.:. 9 ..- .."5:'- -".... P-Thfatt fori 4--eorit m inuaad-r-of--siffeefirig-a.errri- crir-ti"tfie - • . • .... . . ... ... j•--.: . .. . . . . .• . — , • .... ' : ...: Shur f le ton :Steal Plant. ...-• . . . • - . - • • • ' -. • ' . . -_ . . • . . • . . . •,. . ... •L -9-. •It ii-underatop4.-thit tne spur .j.rec;r. or :)over Cbmpany. ".. , • —27•'---•-',--------:7----.-•.- ._...,_ • -. • . •••• ..A •. .. :. • -. . ., .1 . ...'•: . . - • —serviiii its•qnur tke ton 0.teara Plant; connects 'dial the rail- _. •. . . . . . .... • •• . '' 7s— ':'• . ,.. 1.9iiili of Paciti:C.ICoait ove-r-proirerty >o.f.:•PeiCifcC•COGS t--lying ad- _. . . ' ... '/4• r:-.. - — . . • • • . . _ . .:- -lacent. to 'the, Shuffletonilemm plept_x; 1..!1'7i nortanA Poser . . .. • _ . .._ p . . . . . . . •. Colopariy leased tha portion of said sPu: :,..rp,r, war-.Pecific . • i . ... . . . . - • • . . , ....____ ' • .. ._ Coast py.?pertz, Sy an in.atrumet.t .."of 1 -tea tuna 4 1941, • 1 r ••••r, . . - , . I ... . • -- • ____ ___:___f_or_-&-pa-r-ten--esnding Jdne--1-1--1942. --II porn-T-1w latior. '-'•17•Pia°I-fic--•:-.. . , . . . ' • . - - ' - ' " - -•: Coast of•it's,apur creel.: upon ihr• rirtl of way .-rurein...granted . • 1__ . : _.. _ - , - .- . • _ • - . A and connectiirm-or Poweir coraPriny4 s-spur glib. the nee -spur tracIc ' - ; • - ... •_ . . . • ..__. of f,cific Coast, the said leaao a•rr)ve .^pantior.ed•allail ii' • .• • .. . ' • . . . : deeried cancelled and all Qt--Polver Comp/ny's ri-ght• in and .to ' . --- • . -• .• .., .-. - i- .infa.portioh of the present 'spur trrci. .:;Nror Pacific '.:oast proparty -- '.-- - . • • . . -- . -- - . • . . - . •-- .- • • - . shall.11, deemed•et an.end. - .• . - . -- . . •_- . _ • .. * • - •. . . _. . . . • •• • . . . . • -- • - • , . 1 - —10• Permanent common user rights in any paroanent.spur • — . .• • . ' . '' ' ' • '...track bar**. i •Pcrair. Coapiiiy pippe;t; toso'rve the booing plat . . __ . - •. . . .._ -.- • • • - -- .. ....... • • •-- , .. •-. • • ,...6_ ' - . - ._ . . . . . ..-• . • .7 7 .p --• _ _ . .' • ... :1 .:‘.".. . " — . •.7 . ' • — . . -. . , -. .....1•!;::..,:.'7',' s'-' —"... — . ..—" . ,— ., .4..., —.77.4T— -Z.:: —.....:.— • ',-- • . . ." '. ".—7— :. .. .. . - ..'• .. • -7 • ;--..1• •- . . , . , :„, , 1 •. s ) ..„ I 1 G t F ' yF ; � F �+ k tY t r s • i .wQyY r'�`e .c. ' '•w• w. .' ` f: Z;'�;t L11' ti • �,.1,,F „-:, j 2:; •. I: is rL . iw' •4,d,. : 7 7}�I.fat4r`t • 1?:9 61•5.�:..ir -. • • :• ._� . ..` Y ;'T Y>;,,'I *fJ i a n ;9� ' _ _ _ r�-"__. r.;,. r .r •'J I ' `$:'''` v= `D,•A•r 4y�tii °'3 +`e i�-_r. 1, •::Y'..:; it..1_T..,•.' 1:1---.0,Ie t,,' .,.--A-,-,: I• /..�{:. :,, ✓i E ,`.: � _r...y kl,r-i ,,tt .Y . t rt's s_...re..:d. - '.rin t`T �r. ,;•..• ^�-;�. . ,- •�s= y. ' _ K d R r xr 31 E i- r7,-."....2t^' • ,r- _d-.,r....,i;1..•.0 `. .' .-- „ -• .. . ,y.,. 7: • ! • .. :.4.,_ ..., •�_L__-=.fit • "*+=R • -sa_ `^'- �,'t:'"rye.'. - , L _ 's: '. ght: '. »: •.. ,i A. hereto 31aae ,Cxecu executed y r - the - —this 8gree>Iient-in duplicate_the d&-a.nd.year,_i"irgt:.ajr.v$• written. • fight: . • • -._w •- .... DY ' z /-f- •..-:•{ —______, • .. �,ruon. . • F in- G • �-N,.. PACYJ•G0• 0� ' N. - ' yin ad HY. "J V. ✓ '_- t,s•_ :t,. • t. `.` ki:1';IZ0 :STATF•.qF sas o " ;;,:.:. .ti..�--•-• .. .• +¢t�rrv.. .__ _... .. ^ .. " W �� _ s. �a An'• ::thi� dL � .. _.,• 1 , ) 1, ..'Hfore re . _ , . � .`: �mpiay. . t - - ��• �'• ' to lie taioi•q Ito • - III • l��� .c�z. i •tmc •Owe: a:'flt- - •Coapea', thq •• . pore•ti•n:that executed 'the within and foregQin,t `. - 1 ' 'inst. ••ent` end acknow'1e eed. said ••instrument to he tt'1�.Lr.se---:-_ ig ed end voluntary act and..deed of laid corporation, for tt':- uses • f's' T _ and purposes, t.he.rein rlenttone .- .-.•.- - Ier ♦ arJw_.7n o:..th_3t—t.2.: tsU.t. r1c. r-,E:c :'authyrlsed to::execute :aid -instrument- :,nd• th.•t thc: -r,1 itt-1':.ed :: .:.• pasha corporate Seal' of said c,or-oration. -.. ' - • • ,.(•;.!;c.. • . 's:. • ..t". p ..li Ve....).':dlll. 0 ,;H.. hV. ::en • :^. . . :te -. Y'of official seal. the rav ya,. '1L�t �•• : r] •r� .i-� : • :red - Hots ry Put L:• and f. r�. ... r,s t.� '_x — s... of •sshlr. •''or.; •-re's11i:.. le _ < . ra c'r- — — ;., • . . :. "= cl,41'.-:I.".;1:I 1 • �. I • I fS, i•n 1 . 'mod),$ — .. a'': . :. pur •.,—I - Y • . r � ,.._ - _ • .. tea._.• V110 n n iAea ay � . , t �p nx.�Yi ,,%mot . ti, + , ;.',.11.,-.1.;...‘:_ir',1:.:::_ii,r1,..,.•;.:..•.: i -(� 3 y6r ,..+Yytiipk- S _.^.A tCe •!t."`" '_ Y,1n11( .. • t.,e T _5r'•'te,r^-'w "- -,•t°'1. ..--.2,-r..P' _, 'a+sv. --`- `LT ....' :,,'...�.'.i-•"•r -. y , 5 h •":'R } I • • ram- .. ram+•-..,..e.,.»...nar....Y� '•• ',S 1h • -a ufa:J^ - ^•.'.1 /: • ,-.'"•• ; ._,1 n, rl• ,' 1 ♦,�' �l��paI�� a6Yp0_ ��yC�.'y1 !l:•y:. a 4 ;F I • 'I "S`rr.i ifriti 'tiii4 thel,JC$12o�0 .�e 46 _ wastiinstoa }a'q, 1 ?�!•r y titiM4t 7ftl iI: is -!'Riiii�'oii .• •.. ,:.+ ?'.'•-: �� "it : _ 4 .;y;.n.far tiirris_ii w-l�oyr s.1Nribr•to;nosl • id "thf• ..•, _ .. _ t5 1 ;:^t•.'�'`1, .fld. 't}f!ll�ral .(.;T�rf!7\ .s.. 'R ea, F.%�u'-'°1 s,- ,.�oirit�'or 't�►arallir,'aa ahsir. iaEsrest'.:1 f°� 1 F••.:. _ _ _ :• .. .::'`• ;,. .c. . .or purpoai a. contruatli4t;:- c `�i...i 1. . �� „ r••N3 j_•' ,' .. " •�. ...", �: a ' !raterauid-bpjistt aa-ttrrson.rtiia`rallroid tripl., fling following desatibad•' `' '' ' , (lifots:-or land:,inaefar sa.the'gams-are leithiin t).-prepartf of e aid-Poiwfic_Coaspar •::�-:- k: ► A t'., w.r•r, - 21.etatrof;1liihi an*. b-wits - t .. �.'�. • sir s.r W - A�`' C -:C:.,r . • _ _•'r.rs`�.. �.; ....,a c`-wr[,e[p... :. ,_. .r, °Ca •reo*j u: .... ':"-:'n'�'='laid••, . ,,veto q 1. _ made • S part hereof.,.prepared. 1.n the office 'of the District Speineer of said t'' • _- _• .Bail Ca'' dot . :,emb•r.21 D42._ .m.a'rva • .>• e.:' i . . • ' • rip • -" • -LLe subjiot, to cancellation'on sixty (60). dip, written'notic• from the Grantor • • I "9i`t»' :t ;_:.,. - herein, that:oe=tain strip land --(20) feet in width be•ing ten.(Ip)._feg -_-.._:,_.__. Lim;;, • ; -•' _aa�.eaok.al4i-of-6he-oerrter-lfna"-gf."tbo�bnpu('�aslced-.:!'fe>tporarJ freot"--_-:�:-;=_- ,, ra :'._ ,.. ..�.�... n, •_seaorlb�d-stsip ins . ft„'. .. '•► aQlid TS1LOlf'on said izhibit "Aa! --- -' -- ---- ::; �; , '.Provided.Etrt 4hou• ld_the•said xall;ood Compaaiee• -nr-•ithe• •r"of t}iem-remote . elufion'said'at r_slbher�q=, h�p...tlavfrip or. str ,yy • whit• • - ++a�•' -7. -" - 8-1(ITNE83 YQigkECf',,.the•Powe( Gompany has exaouted'thea••priaeIIte 'oli"fhe_�dRy` $z' a. •',• , • gad_zeu'-?first above writ tens .. ., • - A. ';1- r;,'t. �'4 -_i t' .4. c-..-' PDGzrSCUM POh^aR.d LIGHT. t7J .PANT• ' ' = _ �� - - • ,. .ill,' it"• ;•.'. . ::..Dy, .; • in. --Pres,, ....ti-4ernt-w• -.•:••-•:-:•'.'- .„_,,,, yid. �,_a- -.-•^�• • -fttanE"iT'''''''. - - R •-- t ��+ F►.• ,j. sd"'t • .• CJ.1r1.1�� a 111 y`R;.t • - day 4 , afo a me r®r�onallp appea ad N:1 . '• C:Pi Terrill, to no known to hip the Vies Prey ldant of the oorpu..tivu that , ra'h _4_'_ -rlOteeeeted the within•and foreLoingAmtreasent a-nd'...obiowTidge3laid laitrument. `" �.',; •`to•M'tab:fro.- •t-a of-ra .ra Iona• or•the .us ea and .,• I _ . . •" ' .'. h.rels wAtloned, and-on oeth-'etatid that.he-Val •atethoeir�to e�eeeul.q <! scs.::;•.+ taiii inst the-sea is the ou 6rit4-s.-al-mid- •• l''" rtaa�y��,�"chat . ';. { eotporat> __ _ --. I OS.5 6F, I aye.hereon o • t q hand xed..my' alai n..1 bove written • - -. ' : 3;, t and affl offi �',�.� • • — `..' i�►r loll ;. •. 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F • ivy a •. . +•Wit-.. !'!^'' — -�#"a`•_ -..v' • - I ?', ^Craft❑Q�Z' , o T• �. tSlfdf.L1 r , ;.. t 'f --D._d.- -p- • roxx�u+c� - • • •• and Asaistent ecrear,r', 2•+... ,:r• . --'-'- ,. --+;�— r�^c;-�,_--._ ... ... - • •_ •t • N. .:cos h:x] rr. . . ..._ ;._.. u� c rpr•r; t —. -- T • • _, ..:.., Qr.p r 1y eRGUc A r , - ' - . �� • o � __:. .. =.. . _ .:):..:. L,_ • . 0 • • 5059 345 o • � �.E N E N T • ^J1�(0► ( , 19 . be- THIS Imo. =d of herein called ■ads thin h t corpora tween PUGET SOUND POWER 6 LIGHT C0MPANY, a Washing = "Grantor", aid TIE CITY 01 RElfiOff, • a municipal co ration, herein called "Grantee", WITNESSETN: :_D That in consideration acknowledged, of and i One the perfcar trattce by) in Granteedofathe • receipt of which• iist hereby l covenants Imrelnafter sat forth, Grantor hereby grtanntsd unto Grantee,utility without • I warranty of any kind, a right of way for roadway • • -1 over and across and fol:owing described land situated in the County of King. State of Washington, to wit: t Ccemencing at the Northeeasthst cornererner of Gover Willamotaent ette Section 8, Township 3 i,' Meridian; thence North 88°51'05" West along the North y ' ' r11/ '. line of said Section 8, the distance of 960.01 feet to 0�� •�N 0.( Oft in the Norchcaet corner of the Sluffleton Steam Plant (� 4i 14 •� ViUIL property; said corner being on the curving westerly dGi/ i• ' • fic boundary of the 1.388.6gr feet nfrom iwhence ithe y right of y center bears . ! North 74°38'25" West; thence continuing North 88°51'05" West 56.32 feet; thence South 14°23'11" East 102.34 feet to a point on said westerly boundary feing Northern Pacific Railway right wf y. said yt on a curve of radius 1,388.68e:et fromcwhNnce hthsterl Y the =o center bears North 7o°23'S9'�Wan arc length of 102.78 along said curving boundary int of beginning. feet more or less to the p This easement Ls granted on the following terms and conditions: 1. Said roadway and related utilities shall end nsrct constructed and main- tmtn.•d at the sole expense of the Grantee and in a good ' Grantee agrees to save and hold Grantor harmless from all loss or - 2. damage which may be due to the exercise wbymGranteer mof the dright nherein ifygranted r �•/ and from all claims for such damage `ii/i/'',,,/ for all such loss, damagew/ a �• , 3. Grantor reserves the right to use said lanthers, dOfornitssts lwnentn rp sec / th in any way, and to grant togGrs in said and and to Grantee herebyassumes all risk of thes right herein grantedto Grantee,or•in'•Jry to persons or to nroperty• which may loss ff damage, includinganeeresulting damagesaid land and any of its • be suffered by Grantee from Grantor's use of equipment thereon, whether said damage or injury he due to the negligent, of •. Granter, its servants or agents, or otherwise. ` I. ;• The rights hereby granted shall continue and be in (ore, until rt • such time as the Granter shall permanently abandon the use of said roadway. ' which time all rights herein granted shall cease and determine. ����-yt:�i wiruESi t:1Q:Rf:OF• this instrument has been ext_uced by the parties fD9ax`heret 14e,d•ty and year ttrsm ..hove written. •t@ i,t', PUGET SOUND POWER 6 L1, 0NY • #, - = ^ By `,I1 e',L. .belt lain t ; o Ri er9R -. ' : !�•�b GRANTEE 1,= -- • -- - So retary f_ A . _ �'11Y (•1.1-PK CP ASTFF r :•e ', FIRE MAIN EASEMENT •84i07i26 Y v /N 40401 B . "'� RECD F 5.00 ••-•:. "5'.• CASHSL ****5.00 • ei' ., �l This indenture made this day of , .A:„ —3�85 between PUGET SOUND POWER & LIGH COMPANY, Wa ngton ,t, i '''. corporation ("Grantor" herein), and CITY OF RENTON, a Municipal corporation ("Grantee" Herein)' • • WITNESSETH: That in consideration of Ten Dollars ($10.00) and other good • • and valuable consideration, in •hand paid, receipt of which is • • hereby acknowledged, and performance by Grantee of the covenants . hereinafter set forth, Grantor hereby grants unto Grantee an • • ' easement for the purpose of maintenance, testing and inspection. . of a fire main with the necessary appurtenances ("Facility"" pa �Nstoa across and under the following property, situated in King • - Washington: ... • , 8 10 as 4/4 14 • See legal description attached as Exhibit "A" • • BY THE OIJ181OM 11� REGrS 8 ELECTIUMS • . ' ,• ' ��ttttw�11G COUNIY 1. Said Facility is an underground pipe; it shall consieti'• of single line of pipe not over 10 inches inside diameter, 3 fire eV hydrants and other appurtenances thereto. . •• • I 2. Grantee agrees to save and hold Grantor harmless from - • all loss or damage which may be due to the exercise by Grantee of the right herein granted and from all claims for such damage by whomsoever made and to indemnify Grantor for all such loss, damage and claims, except damage caused by Grantor. 3. Grantor reserves the.right to use said land for its own purposes in any way and to grant rights in said land to others, - ' • not inconsistent with the right herein granted to Grantee, subject • • • to the following: , A. No storage or buildings are allowed within the area described in Exhibit "A"; , , • B. no power lines can be buried parallel to and within five (5) feet of the centerline of the Facility; and r -t. any other utilities that are buried parallel to and within I five (5) feet of the centerline of said Facility that c' : I are damaged during Grantee's routine maintenance, testing ' and inspection of said Facility shall be repaired or � •. • L,: replaced at the Grantor's expense. Grantor agrees to .. o' save and hold Grantee harmless from all loss or damage ' • '- _ to said other utilities which may occur as a result of• ; ♦ �;' Grantee performing such routine maintenance, testing • • u and inspection of said Facility. Prior to any digging • • co performed by Grantee within the area described in Exhibit U' "A", Grantee shall notify and cooperate with Grantor in the coordination of its activities with those of Grantor to minimize conflicts, insure protection to each party's • --* - facilities, prevent hazardous conditions, or minimize interruption of Grantor's operations. , . t . 4. The right hereby granted shall cease and terminate wherever Grantee shall have permanently abandoned the use of said Facility. • ' ',w& •;1 5. Grantee, its successors or assigns, shall have the right, A upon a minimum of one (1) business day's prior notice, at such .�� ...IA A�•�2.y-:�: ,..›41 r.r ,-, times as may be necessary to enter upon said above described __..=''•':r•. property for the purpose of-routine maintenance, testing and ° !'-` 4'' inspectionFacility, provided,' that such maintenance, ,+_� 63Y'r,,_Y...-;°''�., of said •• ,. testing and inspection of said Facility shall be accomplished in :` 4 ' tom such a manner that disturbance to the existing private improvements ? '�`�.% .' - and private property shall be minimized. . `,11 Notwithstanding the foregoing, in the event of any emergency i?:" I' ,, s•A. 'k • 'equiring immediate access to the Facility by the Grantee, Grantee :fc ;.., may take such action upon such notice to Grantor as is reasonable \n`t'e/s l,C ;.. y under the circumstances. _ DI/ a�'`• a 0: ' _- �. , r +- T•Y • ` y '4 1t _.r kn FIRE MAIN EASEMENT ` • PUGET SOUND POWER & LIGHT COMPANY, Grantor • CITY OF RENTON, Grantee ') • • - , ; • In the event said improvements or property are disturbed, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. • 6. Grantor reserves the right to relocate said Facility, : • provided said relocation conforms to the Grantee's Fire-Protection • , .._ and Utilities Department requirements. , , 7. Grantee shall not block or impair access to Grantor's ` • remaining property at any time, of which said Facility is a portion, • or interrupt Grantor's business. • • • • 8. This easement shall be a covenant running with the land - ' . and shall be binding on the successors, heirs, and assigns of both • • parties hereto. • g Acce, COpted by: PUGET SOUND POWER k LIGHT COMPANY • CITY OF RENTON By: • • 4�onba�aJ.�, `^P���` By: Lt�n 1�'.Ja s�$�.� Director Real Estate ' Its Mayor Attest: p ' City Clerk �o • • • • • or • STATE OF WASHINGTON ) ��'c,` . ) S_S• •• • COUNTY OF ). • On this 1v day of 1983 ,before me, the undersigned.. Wm. K. Arthur • •7 ' '' • = to me known to be the Director Real Estate „s, .� of PUGET SOUND POWER LIGHT COMPANY,the corporation that executed the foregoing instrument,and acknowledged the said instrument to be the free and voluntary i, act and deed of said corporadon.for the uses and purposes therein mentioned,and on oath stated that he is authorized to " ' ti '+• execute the said instrument. • '• - •::::.1„.v.,:i1,, 4 WITNESS my hand and official seal hereto affixed the day and year first above written. r " , Notary Public Ina for the State of ({ f4r h f 6,34 .Yr.; Washington,residing at 4♦�`y r: r!1`, mow .t•'tt •, ?•' _ .. - -�.� lJ r *y � . V*Av • . • ,p EXHIBIT "A" I r* ~' A strip of land 15 feet in width having 7.5 feet of such width >on each side of the following described centerlines - Commencing at the Meander corner on the North line of the North- i ,west quarter of Section 8, Township 23 North Range 5 East, ;!W.M., in the City of Renton, King County, Washington; thence 'a North 88 50 12 West along an extension of said North line b ' • of said Northwest quarter of Section 8, a distance of 813.99 feet to the True Point of Beginning; thence South 43•08'08" N1 East, a distance of 10.22 feet to a point hereinafter designated Point "A"; thence continuing South 43°08'08" East a distance of 219.33 feet to a point hereinafter designated Point"B"; thence continuing South 43°08'08" East, a distance of 39.64 feet; thence South 20°38'10" East, a distance of 252.80 feet; thence South 43°08'08" East a distance of 52.63 feet to a point hereinafter designated Point "C"; thence continuing South • 43°08'08" East, a distance of 257.56 feet to the terminus of Vr the centerline. LESS that portion of said described easement lying within the 100 foot right of way of the Burlington Northern Railroad. , t GO TOGETHER WITH a strip of land 15 feet in width having 7.5 feet 4 of such width on each side of the following described centerline:Beginning at Point "A!' as mentioned in the above description; • , • thence South 46°51'52" West, a distance of 17.25 feet to the terminus of the centerline. AND TOGETHER WITH a strip of land -, 41 • 15 feet in width having 7.5 feet of such width on each side of the following described centerline: Beginning at Point "B" as mentioned in the above description; thence South 48°51'52" • West, a distance of 39.84 feet to the terminus of the centerline. 1' AND TOGETHER WITH a strip of land 15 feet in ' idth having 7.5 'i feet of such width on each side of the following described ) centerline: _Beginning at Point "C" as mentioned in the above • ', description; thence South 46°51'52" West, a distance of 363.90 feet, thence South 43°08'08" East, a distance of 18.52 feet •' to the terminus of the centerline. .? 4 • • C • ii bi 4 Phi • . v! P ° ,084, i �f•'M19 r, F i�i •+.( -se?.e'F.^*Hh'H'<cc^..r•.ra.� rK_' $ ,.'„ �i y• .. • • • NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, II.M. KING COUNTY, WASHINGTON CITY OF RENiON FILE No.: lUA-9�)= m o.srr Pr rams �M• 404 /VanSCALE 1N40 FEETnrrrt karml r �/ za Ill3.04 i'' MLSCALE 1'.SD• CS isLASL vQtJ I AMA MOIL"r mi. uM1�O q Ka(I Mew Mow TM �•1// .,r.U�iT[ .. ! oor a laE s a e • i TM uni it de " • pimmuma. ... wr..44— 1M Wt. �� K gaff I1alYs E { wimp 9 �� ':ice / 7pR,wl ' KILN T , 'd +"r' , / ®m`�ulAr' r• AN t ■I na. I I von %: Ilia V ggt sa.wwSr [I tea.- illihr4 lip mu sum �ZDtliK t,ln u. 1' INASN{C1a11 CDDkCYMIC smug 0!liai(al 1'U°R,MOO mug .� �. ,,•• .> } mug V Q�/��t CPS uG51•'aCIKMS f0 ) ', M1 /���. • '' �':�� i �' a4r'• �liw 1 1`'�•V II� MAT Ow MOW(s % lair tar .-rw B Oac US ww.oa9' �i Ro LDi tat .111 \,� .2.���,i. o AU ua°r AI as 0211 � J� 9904 r , / r-war \ �i MOT I / *AO 808 fd1Ef!lL,nrte ,L_ LOT _ �" ZIP/%St t.\ ® 1~wwl I / 10t y E N 'MO C(SCRPf4/0/yl SLq(y yyp.% Y' 4' / / q, • •• CU Lai ist am l0i C-1�01{,EKE r49wG1°N% 7 etro.wenixolrn, orilwsC°Cio°wrwao{w Mo MOrneaiEE�wuss '�wr � aav�ria Qw.,�M r '� Y MURIim"IIC ' '-� _ umE AU ®our $6 • / a f�: .BY: vuCfi 5q)"D ENERGY rorM suno,Kisl. rt aNiswtr Ms°u°s 5n! 0 rra 4. `t �' ar• Mug{ BEDI CpDMKD 10 MID MySjED IUb r,� _ ., ,+� �� �'`' >` Of _� `"Eal LOT LINE REVISION 4 • TIC IICLArht l0G �> I�E.s SNOW•caTEM An MUD OH '� • ./o•aouD MP nun MAIM Lr� <'r' t .a. • , L..8.31 PUGET SOUND ENERGY S hiCASurtiroal OF ClOSVk[,,ytEa.QNS7uCIR°[MICItS.6 Cit[tD5 1 j �� ,. �IrinY I oMlt"'D. _ , •` Tam.�` ;; ,: SMUFFLETON COMPLEX ' Kam w •DLJ/►at,�,•{• \ •.(1 q 1' 1. v 7�4Y1 • K+uOCa CDRKR [la.a[a ya. ""`� yeowo[A•s ® WI UIQlT ____r LM ilea,�I / f.� [•ewr a uar �.w n.w vv. CLIIT7FLCAnE • �BN a C eEMSED LOT uhE • CIO LOT u"E //' w 11.«.°ol „�.n—r i—• ---— woos TOIL ME•• !MSS I / � / nr,r w PIM[„r,,,,�,I a,� Ri K. MUTER CORKS — — OLD Lot ( Nlal • 0 OW1Rq RMCC UC • • /� + a S[i VC l�wl / IA,r )1 .• - _/ NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY Of RENTON FILE No.: LUA-98- u - - TAX LOT 055 OLD PARCEL C - TAX LOT 181 d 77�a 01304001 OLD PARCEL BOLD o ate"d"a I L 191 r�a s plpt(s)Dr Nmasl w OLD PARCEL A - TAX• LOT 178 rams d 70�a Ia7 I a 1.4•oi ti lip 1 DNw u Ww all o I'A a WIOA Ill FORE Tlwr IL M 1a 1■.Ia.. Odlor d ICY r ' 1 Turd 0 Ow Mt SW.MOO MOaa sail 111a1 i r l 04111C11 01 Wars p d M 1.41150)��0 low mix A L01 ILE/LIJUST1DIl 1pr.1r 11 rot a„a■Q f US1.rY-A 21. oral root d Nl �saayl Sal 0a NaO r IWY.a M7 Rom.0 K M 1 00ROC coil ql. y�pl 10 FIE M WAC RlPSCSCM1Al10N 11130 ssor 01 fair tAol.1aa®r mum Kamm Y x 0 WM d x r'10 , d x CC M.rrM A r a d.K 000 1 .IamRD YW D[CT1K D6 LOT llL Ra• TA r o Kamm,40 d I1aMM W 1 d f7Csa a • toe®,O11Rr 1q I dM 4p1 tram d x •MCCOm d-WO,Sop d x O7 Yr d 10 Tapt Y A O7 M SQL 110 OIA1 SW LOT LNICUO AD01i11fCllr 7s MADE lrrS rS lsr b40 Ow r11f WO. Woe pa-wf lIt 11 n1 M; . VOCE O111 IOW r o1w d x N70w0 Mai11O �0 OOMSOl1 A70 N I ' M DESK[D�M a'"lWI 1�w 71 tutu ova fBor O- w tar 110 Y/14•111 1aT Irr fa p a 17r w x Af14t arsa CMOat IPAp r 1 P CO al CO mom um ism mammal Mai x room u[ ,rorow.11 x P3 le 1 a,t•r u•IK 041 ml: 1a10 Olaf 17rl1 11• 6�r r MOW MO M C•fn IR®l 1001 I N NIHSS Ml ac IC SET 0w i Drt YD 5415 Qb)L,I.mom 1'K1100 a I A a1R A K Wbalo MO K■1ra0 MOM rIp1I old Of o mbal d A Mal OPlO sw1iP MOON rw p4-.' IOU laMr.1I oM a0a Imo■C10 f10 t0ra-•M D x fold d MOO x WO 1DYIIR �d f10 lao7.11a71 rat, �: P1l DU�D[^r la IOAOro P00 WOWS 1M a Sala orola ta4 x WM n: 011�suwl}101 rKa 113EA 1'.1 tlltrrt< WKIOa1a0d1a 11r. Mal AO,7Y,rba10M IS n•ot 10M a.M IK 1 olb CC1 1.0111.4.1010 x�a Mai Tr®r 140 sa/T1ila SW rust M1Pt MOO Ow aMMY MO O&M r Oao7 PM 10Au 1/r su d,x 1w1a•t mrW11r d w.AIM. O/1M.Pw tK d 7r NEW LOT C r137 AO(a 1I, W IC o s WWI NO d V.MOM f01[ 1aa4 rw paa.MOO 51AT( ` • IYm 000 UM RY11 su 07r Rt 1114 Apo 10040■Id I Ir601 oaf`w lard d x roams ,•1��d mp,RM 11,1 1 r 1■fOKI a 10•ed 0 y yfi7y1C,r0/ roomaTtspr lle 111A M A x M IOa d rWf• tea MMAOM r fww a am d fa&1 d 11 1111 d GOWN a LK. T rum 3090 EMI031/11 a I 1 A 1 00 a K M NM IW MOM t/01 W W AM swa rr ACCMO u0a IOC mrn arm OIt2�' M1Cs�O rs■a'at TOIL M0/ I a�Ma I WA OR MA SA161AL1pt!E I�� room d 1 s•11 10 tamp Irmo pa-f Ira 104110111111 r•feM x,CO SOMAS WOW d a R7tiAa r Man 1110 App7IAED WORE It[ rum 1.o f•9 tp10 S10 pacer>•■OF a I W 14 OTO 14 1an■r110 t04 x WU ROM 1010.A OE Mo0a117 Moon M1 I.MOP a A M TOrtf 31 0.1 _ MCC MOm A r 14 L Sea W1a1o1 W lTI 1•M CMeR a•a d tvlPaoM DNi(SI•L 510m TN6 s6111U1ATM. lus Wild rme■pa-Q rOlrai`d WWII WO M MOO W AM sal I DO,oz.10 MO IOC IC 10001 MO SAW m RS pLNa Di Iffr t. YID INAT 1,C d M mai I Ia11 Mold x TP•ai d M 1. OKIo 1 K 11. 10 0001 d VA 1/0 a: mom COOMIT STATED I1tO•L 77A5 1IlO1DT¢7 KY on moo o0!•� NEW LOT B wort.1If tw•x aorta001 0 d■C ulaaa!to 1 r �.D 14a /DICD Di 116T SaAO CIl.17O7 r... a r147 d x IP01 f OK AM 7r apr WS i r I•Saco►TMr'If wo 1mm dpr Rat Or b A K 2 rrf a CO OMIT STATE4CD TT i M�u•�-- A rTao.1 K M•sP • O lase d 10,01tOrNO IC ATAI l7 ACT -SUOI PARTY 101 M SOLoUSES AND OOM•w'I tot 1,�,,WW1 d Ace 7lt d Owar W1a•mane WW1 10r d �r K Iac TO 11ff omarw raw NW-, WOG d M 00 110 1 7• 100 15.511150.IL•x 077 d 70MOa 4 ta71P Mat Naas mows 0 Msilsa N 1�•� , mlpraMX 101 1 R'm1LID Qpt r 1iMw d x 101ai M0100A r Y DM 1'C0a00 d Ila Milo IOC 11101 f10 "(.I Y' 1,1 110 • •7aat1 IaaAwM r roof a 00 d 14 1Om1.Y IMK to0A1r1 pa111C0 r r0I, rW Cr Ilaf4 10a 111M 110 11p d Art , • l'� .i ppAa10 s�i CI 140Ma1.ACION A.0•l ®1 d s,r,a•0•r D K 107.K 1000/W Or Ma■/!3 War Ice IK 1p•a110M o tYr r.1P00 111.E�f a, mapa,¢r x oaf moo mama r,Io+m Mac Oai[ID I-Yi�7 M•L�11�1 a•J AIr : b¢caoI rrO01 p111a1•r.o®1(46110447.%ICTArwd D■aw 1t•1 A V0.■f M raM w x WaW 1011 Mar a 7lrr Fla M 004 ama 11101 tR1• N NO Id M sort a x NEW LOT A r MACE¢ aa7it.On1..t1f taM M OIw Ma 1 x .1d SAW.d M.1 0 a 1aa dear d 1117/la* LOON d KM iQl( �. PUPA w x TOM.d N w x orr d/d Ir r OW 1 I r 40 IK atalm MA 1 Or D ttaor 4 M 70a1OR MI WI,94 IOW NilC'/ yi d I...maul.rat.ot a 1m �•r✓ 1K. worm morn�l�p or or DOaLL1 a0aSa11 Mao r/ rral d 1r IIK d a1,a•01K SI K Y74 K��a �,N� , /1�••U 1�. ��M 7ameri7 1O M17Ia uO r x Tr tar d ra+2 ma Kos r�1st7%a 17ra1 1�.be 01a1 NEW LOT A Sa10 10Ael1,a A Gal D K p,a 110 lolmr rile.d ,a100 ar[d yf7l!N r 1t inns d 177aN M(fr71 O OOIY690N COVES-i' 0•••.. • ilt Orrgrt0.d CC,730 10R1 r1■,a7olla Li SOO WM 01717 a 71i7 I@ 10a Mai sr/0a woo.llrMpll 0•rMAI p d w.K COIL la/ f1a0� rllaf{�it 1� worn.am 1 1i7.11L■x o0 d mat carer A set d Erma 1I0®71 Mt Iea oSl 1Jn1IOAl3. 1d CAT a IKf .a■aiR4 4 n �[ ®0 yyl LSO a KOI T.7 MO H7s/C a. 3 11 POI14 1Oa oO RK74 DOT Na71 Re.A K MA rM a 4 MUM, lir/ai.H1CUO1■IOYa MLo 111'Y bwlc foiai d/Mp,r■0 I.707 ro a MOO a 1407 1001E al r a/r Ala wow 1 Y x taaMrt®a 7USW*73 d an All MIA 0Or MY 10a WM wow 71 or.R bsa[f WO.OIL.M KW tla x Mma IrA ItD: 10a Mao 111111>�71M rat 10a1 WOW Ay,o A A OP IC Dula CO f 1.SIP t 1 10 IPK r11CL a am out 511,E mom UMW a 1140 1927. atL 01A CCI 01 Ww YO d 7r II IC 30 la 1 r �mu ryst 1Q 111a1 rat lox IDllamoar 92 r - PO COATI 10l 11[ 40 laloao W0 Mt o x�I Mat d 14 L r sow r a1 d O7a IA 1K r•eor la ,lr r• 15K ■1•+oat aaa rarr mas1fl loll u4 lam 11a 1 1 OW I.0IR70 WO IACPM i ir7a L3r7tD YO Ys10a1 116��DA7 07 //IA Itt 1 W1.Mint 1rw.two so 1i TT7.Y 161.A•COCKS 1C !f/V.S•I. p rRT 4110 oo d VG MO d w.Isla17 1L0 D• o11Or IrM■C x i IpW COO d IML4 0 I P.la I�I OK a any mom ld W mammas Mull WO 7*13 ff.D x a.0 LQM7 ASL�011 ' Weil 10••1OM Y®d a1M1 rafbr w 01 010110 IX 1a000 nw0 IAI frl 111f r WOO K x 114 d I CORM OW CONK 0435011 • 1• 04 11 r 7*0 T 7if d A 1W MAWS A 1 9W 1 ra•a 11[d 11r Mat•Oa - a 1} } �.�• f17/•v►/ w.bi K,•w Dwaa d,O■at NIX 1 .HA71'frt.taw W ra�1 1 a, tr(,i.is� w T.a•{Mai d laa.ar boa oMl WWI?t 13 AIM r 11C,f11 rM,D A maul MAMA 1Oa Or FAO: a K a CI la IK g111 14 W•14 1WAor WOW r cot tat■14 I �/�I Sii1 II !arm •of x O,Cr(1n111 1K d Mom t r roar 1111111a m/l0 M a x muss 1a1a10fl.M101 rat I100[law RV71 Ue Mal raj: WM IK d PAO OAK �m�t 11 as AI 11��1pm1 1 110�M s 1M1 d 7 1QM f fd waned OM.!7.17 is 10a O,rear rinr L 1.00 x 1®1 um d T 40 d f•�W=•5aa0O • soe ftM d 44511115. SOX M 1.1 M.t 110 w al All la■r 70.■a msow. T INT.al wm d0 arlt�O•�'o 01.014 3.31 Mal b■aw1 r moats 3 to• o 0 Moo rL loft O 71a trl 0214 W""m a"'1R 1°`a LOT UNE REVISION a A O°1O 1a.1,1 a r lw or17 A A saw awl Wool• NEW INGRESS, EGRESS AND UTILITY EASEMENT PUGET SOUND REVISION UPC.d 7ra f01 rota I ooa d Sinn boa larr■0 Mar Iwp•w,IAxsumo 00136 1WTx1..1mSI1rw Sw IN d,ta1RrIr01•f11PYrd•1wwu11td r-7-ro a 17 Mai: Soo RA , Ra 1 a Tar Ri, WM Mt f M.M.•K Off K OR ora Ow.a1u r WO y171Q1 ra D1w Mall O7•r•1l r to 1•r 11•w0 Wyse rr.iD roar ar DECLARATION Of COVENANT LSTUN COMPLEX ENERGY ,y11 re7 1a.7 fat T10a K•w ta•wro lean K 1=I1117aA11aT se 0 r MOO M 011Q a M VIO OiYI7C�~�Da 7�aO11 mei s aT TAM II Or su W 110 7�•1a•Y x lose®.5 d CC101ter Id I.1147 a 11s3 N R1.07 2 O=iOI�M D11s MO 1� al am 7R M, TC1a WU/m.A a d s•WWI D • GOO90•10 17 Gal Mg I Od.s).MO AO OC 0.Wan ML�r R M 1(1 L�R aow.Ra ��MI yr p C w a•s.raf AM d x 14 92•Iwo d v 110011 O a Now TO=MT M LDQIOt► p rH r0 au.Nun 091 1. AM x law Y1 d 14111.014011 ePOLT f I w SO VC/r111a a M Ero4 MOM @COROER'f CERTFIC ATE a67 fM.1f fat A N M 1r d 1Sa1w sumo 951.111e0.1 A 0 adz oral d WOW memos OLEO WI 011 M Or 114 Al 10 M Os its a„��Mf+ II�R aEW i 71.7E S)E M a I.Y.FOCIWIC Carr was mow 51a11 /1.M 7ro moll sumo WWII 1p d w p1.1a1 1aa0• l01 l5E A9A1LI1(Mf. •,r 0 1_�+ RTW +►•a ®M..n ua■r■cr.IIe IOC(o•Mww Ww woof.01 ILO fat boa lvwt w w,w,.r+or•ri rrwnY.••a7OOARa we. NEW 11.ma SA .POTT. 1w 1 D•IMO U a EASEMENT i1f1v w 71•R 3W IT x"A,A d icam0CC Ma I OM■.MO a 4•d it x RI d MWICKo.OW/1 S CY[d Mr ION D11M msro14 Wf 7D M no: MCC co.aM RMaf d 1K bo0610• a rN M: ba.07Aw1 WAWA VW 11 M Mt 2.2 f00a1 417 ttir Itf a M7L,q w L sot ra10ro KOM r RUMS CIMCf MO)a4 I¢i: Lea IatS IA1K 11R 7r7 M.0IIamM 00K d 12 2125 0 I.1001 1• 110a MO 77+'11 a 11 7 tn1.A x cat 1'O d M. 1yi1/ I,10a+r,aroR hi 00 000wi6 IAA 111' 14 a►In 10 I 000 77 it 0 tan 1 1rt, a 1104 MOLT • SURVEYOR'S CERTIFICATE COso d x OMYo I•1 I w>a Is[MOW Rrarnl...vwl.a•aa T w0 d sl11.01 9W R0 rm./ ■a■,1■..wN wilt C0i Al ION UK A xCf WC oleo Waal ' 411MACV oce AIa..c d w D•aaal one•roc IrW 1 DUANE HARTMAN IA ASSOCIATES, INC. `�y7�=.2,I{I aM ro•r .•I lcaD.Da.D 4 14 °92141. ¢A „n.c x MI MI d taM■c /I� AR Sure& AS �Ti�^, • ' 1 r w.R+.�--51 SOa yaw...a.1O°"11I�[A x 77 a LC suR1 1M•S1 a '1,J:�-,j 'tO L T 2 I@00 DOID.1-201 (US)43-4k6 `` 1,Ri7o1,OM1aw Woo f�1 W A W.x M O IAA I lw j- Mil � O,NO 414 law 717/f CO,it 11JPL 1rW W4M.•101 � 7A3 a7! 43�IID • 1µU�,I7� w1a1 aa4 d 1111 rail .. •17ar MI.1Mr1lY 'm O00 0l pea am nw'711a ® T tni11 d le.n f ottac h1V fCC 17w 11i1: aaa 70M I.O.- ^ 1 7r A/07. a0a ata MOM d7 fOa00 2 .�-.. Ca M1C•1[,r..•---' - �xrr1t Irl r 71 ITtI A x ply I".IOO' U. Sheol?-ol toMwii uAr slrr 110 a II I va Ito-e_D11I - CbRid ScdI�7•�-^ \ OTT 777 Ulna 1lw1 14w5D Iw..y+ I 110 . • Es • • FILED FOR RECORD AT THE REQUEST OF: Puget Sand Energy,la. P.O.Box 97034 OBC-I IN Bellevue,WA 98009-9734 EASEMENT 1STAS1-8 GRANTOR: Puget Weston,Inc. Trl( -S GRANTEE: Puget Sound Energy,Inc. LEGAL DESCRIPTION: SW' of Section 5,Township 23 North,Range S Ent,W.M. NW Yr of Section O,Township 23 North,Rage S East,W.M. FULL LEGAL DESCRQ7ION ON PAGE 4 ASSESSOR'S PROPERTY TAX PARCEL:082305-9055,032305-9178,O8'.305-9191 g:P For and in Consideration of Ten Dealers($10.00)sod other valuable consideration,the receipt GQ and idency of which is hereby acknowledged,Puget Western,Inc.,a Washington corporation NY Mantas herein),hereby convey'and warmth to PUGET SOUND ENERGY,INC.,a Washington corponelon("Granted'herein),for the purposes hereimfla set forth,a perpetual asament over,under, along Washington.acmes and through the following described!al property(tic"Property"heroin)in King County, A.Gas and Electric Lines.An Easement over,under,along across and through that cretin real Property more perticulerly de scribed on Exhibit A("Easement Ara"),for the purposes described in Section 1.1. g B.Access sod Maintenance Road.An easement over.under,along scion and through that ceitsin rat property more perticuhrly described w Exhibit A,forthe purposes described in Section 1.2.Said Access and Maiotooancs Road shall be*pitman to that cretin read Property more panicubuty described on Exhibit B. The Easement Area is sometimes cefenrd to hereinafter as the"Property". V j • 1.Purposes.Subject to the terms aid conditions of this Easement Grantee call have the right to use the Property for the following purposes: 1.1 Gas end ti le frit Lima.The oomtrudlom,operation,maintenance,repair, replacement,improvement,i moval.enlargement mid use one or mom Utility system for the purposes of nme's:Ion,tI tbWon and Ode ages alai electricity.Such systems may Include, but are not limited to: 3 a.Ovesbra fuYldn.Petri,sown mid other moat mrat me with 111 aosserms,braces,guys atd=boa;electric tamatiulaa sod dWrlbution lines:fiber optic cable sod other Bees,cables and&Wicks for oommslatbe;trasboempa,street fOmar Mews -1• EJ(t SE TAX NOT NEKARED WO Ca Mrsrreoryin A • • NM dgb,meters,fixtures.attachments and any and all mar facilities or appurtenance nosy or convenient to any and all of the foaaoing;and b.Undergr.aid facilities.Conduits,linen,cables,vaults,switches and traeformas for electricity,pipes,pipelines,mains,laterals conduits,regulators and foodee for gas,fiber optic cable end other lines,cables and facilities for oammrmicatiaas: and-buried at ground mounted facilities sod pub,nuamacles,meter,fixtures, attadha mti mid say and.R other facilities or apprutamas necessary or convenient to any and all of the foregoing. Following the initial construction of all or a portion of its systems,Grantee may,from time to time, construct such additional facilities as it may maim for such systems. 1.2 Access ad Mafabmaoce Road.The construction,operation,malatctiesc e,repair, replication improvement.removal,cilatgataeet and use of an Amos aid Maintenance Road to enable the Ginter to exercise Its rights hereunder.Grantee small compensate Grantor for any damage to the Property camel by the excuse of web right at Eau by Goatee. The Gas and Electric Lines,and the Access and Maintenance Road me haeinaler sometime collectively referred c m for Improvements". 2.Prepesty Cloning ad Maintenance.Gramme shall have the right to cut,remove aid dispose of any and all bush,trees and other vegetation an the Property,which might interfere,in Grantee's opinion,with Grantee's Impssovetneats.Grantee shall also have the right to control en a continuing basis and by ay rudest ad reasonable mean,the establishment and growth of blab,trees sod ether vegetation an the Pn-perty,Grantee shall be responsible for the maim asnce of the lmprovaomte • CZ3.Trees Outside the Property.Grantee shall halve the eight to cut,trim,remove ad dispose of any trees loaded amide the Property which could,in Glinted'ale judgment,interfere with or creme■ err hazard to Game's mom Gads:fall,prior to the exercise of such right,identify such lees ad CO make a reasonable effort to give oracles prior notice that such trees will be at,trimmed,removed or C1 j disposed of(except that Grantee shill have no obligation to identify sorb trees or give Grader such prior notice when trees ate at,trimmed,removed or otherwise disposed of in response to emtrency conditions).Gramm skill be mined to so compensation for twee an.named,removed or disposed of except for the actual market value ofmerchantable timber(if any)cut ad removed from the Property by Grata. 4.Grantor's Use of the Property.Grantor reserves the right to use the Property for any purpose not i000iiaeat with the rights herein granted,provided that Granter shall not construct ar=Wain any building =octant at other object on the Property.ad Otaator shall do no bleating willies 300 thee of Grantee's gams without Grantee's prior written consent S.ladeaeity.Grantee agrees to Indemnify Oraetor Pros and spinet liability banned by Grater as a result of Grantees negligence in the exercise of the tights herein grated to Grsme,but nothing brim shall require amnia to fademi*Chanter for that p=Mtfan of any such liability adfhattble to the negligence of Gnator or the negligence of other.. J4.Abandenarrtt me tights kaki grimed Shall condors until aura these as Ganes cenas to use the Propidy for period of five(S)nnoocaive yeas.in abide event,tie a coat shall lamione add all rights hetwader,ad any hnpavemeeds remaining on the Peop ty t elfrovert to Brother/rise st.mw eraser -2- sansars , me • III become the property of Grantor,provided,thane abmudoimsat shall be damned to have occurred by reason of Grantee's fiflms to initially imts3l its systems on the Property within wry period of time from ' the date heat 7.Successors and Assigns.Grantee shall have the right to assign a portion or otherwise nosier any a all of its rights,benefits.privileges aid interests arising in and under this easement Without limiting the generality of the foregoing.the rights aid obligetiooa of the parties shall mime to the benefit of and be binding upon their aspective ascoeums aid assigns. 7atod this hf day of 4.4, 1999. GRANTOR Puget Weaken,Inc. BY 11.4 'n ITS President STATE OF WAJ'HING ION ) ) 0 COUNTY OF 1 Ml 4 ) On this day pare ally awaited being me R.B.Boyd tome known to be the President of Puget Western,Inc.,the corporation thatexecuted the foregoing immanent,aid acknowledged the slid j) instrument to be the his and voluntary act and deed of said corporabaa,for the mu aid purposes Herein C. mentioned,and on oath Mod that they were aut6osized to execute the said instrument. ,-I �+ a' GIVEN under my had and official seal this ALL day of AA. ,1999 (Q;.- Nobuy Public in and for the See of Washington,Raiding °+ a �`win% ./1 Oy My eommwaei straw.sr..,r -3- ovum . a ► - . . 1• BMW A THAT PORTION OF GOVERMENT LOTS I AND 2 IN SECTION 3.TOWNSHIP 23 NORTIL • RANGE 5 BAST,W M DI1)E3 C:rry OF COUNTY OP STATE OF WASIBNOrrON.AND ALL'ThESE PORTIONS MG WASHING]ON SHORE LANDS FRONTING THEREON..AIL MORE PARTICl1LARLY DESCRIBED AS FOLLOWS: COMMENCING AT'AEANOEIHBAITCORNER OF GOVERNMENT LOT 1.SEC'IION S. TOWNSHIP 23 NORTH,RANGES BAST.W.M.,SAID POINT BEING TTH NORZIIWBST CORNER OF TNB NORTHEAST QUARTER OF SAID SRCIION I; THENCE WESTERLY ALONG=NORM IJaOF SA®OOVUI4MENT LOT I AND SUCH LINE PRODUCED WESTERLY 99933 MIL TO THE WIESISLY MARGIN OFBURLLINGTON NORTHERN RAILROAD COMPANY'S=Kra WAY(FORMBIRLYNORTHERN PA►CPIC RAILWAY COMPANY'S LAKE WASHINGTON LINE)AND=IETRUE POINT OF EMENNING, THENCE SOUTHERLY ON A CURVE TO TIM RK IL ON SAW WNST ILY MARGIN OF BURLING1DN NORTI�N RAILROAD COMPANY'S REEF OF WAY,THE RADIUS POINT OF WHICH BEARS NORTH now orwusz SAW CURVE HAVING A RADIUS OF 1313.6$FEET, ITI OUON AN INCLUDED ANGLE OF 4'14'26`FOR AND ARC mom OF 102.7$FEET (102.76 MIT CIMORD DIP); IIIWICE SOUTH 75'44'3$"WEST240.72 PERT; MINCE NORTH46'31'03"EAST 232.14 P6El; an THENCE SOUTH SEA'46" EAST 94.33 FEET E TRUE POINT OF BIR gNO,am it? 11237 SQUARE FBEI OR 0.419 ACRESTO 1I (c0 ethical N Kiq Ca y W►ad�i-p d wRam 'No*My afloat*Lai" 19014.Adjuume ardor WA 9i-176,Ao0iN6 io swum warm -4- in • En Exhibit B Appurtenant Property Prods A and C of City of Renton Lot Line Adjustment number LUA 98.176,recorded in King County, Washington under Recording Number 9902019014. .14 r 1 -1- 01/I499 L. • • • • NORTHWEST 1/4, SECTION 8 TOWNSHIP 23 NORTH, RANGE 5 EAST, N.M. IK:w.:— • KING COUNTY, WASHINGTON- moCo"'i'o MO s CITY OF RENTON FILE No. LUA-g=_�u SCALE If UM,Rta rEEi uratrart so y'I.I �Y/ MAN vail. // UII IL SCALE I'.50• • We 1 Of • y t • I Y AIWA 7 ° ' .. o www[(floor ,/J�'m' txtisoa 4wAO1,Nt m ulicor�aill ems a �,� �s uc�r. •.� . NMI mom - MOM a IAi,c c • . -, moot) -..� (Ilt,a{n �, IOf tRY �.. I , 17.114 caw' till. �Sctit .c .-r—'nr w.a'S c Its it ,.»• rnINI '+oa d'0 ,I moo" maw . • �. RIM l SSW 1 o a _': / i�R. yf4 Yir// ,I-sta % �. y� ia t "RAJ�„ .S.:"..'. MUD ON on�AS<•q(u(MS IO I.,rD•"` /��� % ;,1,1� �kr7 / / 'BMX / �� ,i I !Ol b 015!'PTr 19{7 . 1 , Mi+ r 1Ji'EC' �1'►-A N. 00+9'SUWr 1900 LOT U[ • ` ,�mr- wo,I•11111. \` 5,,;�/• �t M� lif ftlt9e�rnrte ¢ for IK00, 00(Di /►ot � LOT [ C � /�N. 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CITY OF RENTON FILE No.: LUA-98- • OLD PARCEL A - TAX LOT 178 OLD PARCEL B _ TAX LOT 055 OLD PARCEL C - TAX LOT 191 SWIM O 0•••WN M I•01.01 WWI O tilt t MICR O aOW101 Ne I•l■016•01 AAAIP 0 NOW l IOW O ONWN011 10[1 I f■NOOWA WINO r WWII I •• 10010 IS Welk Wa 1 INC.IN.MONO Woo NOW Of WI 7 NW U YOAL NOS I INC.NNIO.1 WM If uA 100•0 tf NW*NW I INC.T1010 WINOM■INC � � .O.c1w INC ON.®N WW1 .WWI INC L,tl NW 4 WWI WOW=INC Wit 10240 4 MUM Wm/I IC OIVO COW at oftw.1 M 1 0 SEGO L SOO A Mt MASCO C AC NWT N1100 O IC lair NO PAW N II R.O NW COW.*W OOP"0W Of OW ALL MA I MU►.M NOOt5(700,OIKR(tl 0 0 T(NCWt n 10•00 II WWK WO I 1.1.IN IOU Or 111111'QI. WC®UNNW 1N 1 WO SPIRT WO 0 IC NOUN ION O.040110 MO WO O.II Ial1[W IOWO,OW lot- M WO(Sl KADA C6ateco CO,OILAY N*E A IA,LAC AGA61.041 am N ON LW 0 aOSOI NC 1 A.A.NW 1A Na MOD Mut*44-w; NON NW Al rat: DOW WM WNW r-DA 1001 O 14 NAN NI O w OMNI*Ia 1 POMO 0 OECIMC 1IR LOT UK 4OAISI7[AI 10 YE M CROW IWR[$ENIA[OI *VW, mll NiAM tot a WA A.O1011 TWO O 1K YW[0[1 nA1 IO COW INC.IS•14 Oa (WI NOa ALA Ail OA Of AI MOO I{MI IOW AI I 1A ON NA10N Raw W-0,w WO aWIINN I00 sorer NA,aae 1W Ire inn 1W; ton won Anew um mQR OM*4 WA a Ws N woos M ire gasolene 07 M SAC NO OIT Sao 107 l/E AOA611EWT 6+ACC AN TNC INS 113101 WO Nei Ni NW O ION N Mae COMM A AI TIOOV 011N III OWN AAOC MAW Ao.4-w: 4t.FN 4 WOW IMP NO won 1110014 WW1 NNOAL WOW NO N ACCOICOACL An M mac Of ONC 0m0172I. ammay L./rums cm•••al KM CO DINT Ire 0 IOC[O INWI LW w IM14-10 IOW W 0 ION MI NO*WU COW C A TOLL IMMO O 4 MCA N ARON MAIM At SIT OM N100 AK,AALI. Inman.OW RAI MM.. 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Mamt A•Matt A/IIO.4 1w a O,0 Ire 010.O WOO.101 1 AW I r NW I.IOWA 7l OA Am*141 INC AO A01-O-0 Aare Art Ira IWa WM WWI*MO 4=COCO N00 AS CM1 MO NO 1(AA,IAA I It WV O MAO WM Of OM 11M C STATE Of 1104*67P1 • OIY a7UX 0.O N Al!a.0 I00. =NW WW1 WW1;1;NNW IC IRA YMCA,NW O A WOO AN Ni 0215 MUM Or NO NION IOW WO COUNTY Or(IN Ur WL0.aaaO.W-O.An.Ni IA OFT 0 WO 11 NC NO WOO O 4 ION I ION*MAW a04 It Ayr non*NOT AL a.111Aa1Mr NW 4 RO 1 CAM I140 I lAW CA MAW Wig/VOW DUNCE IRO 41 14-W.Sarum••••Nam=I Ire O LW RAWL I WI AIL W N WWI O MI WC Moo.Al It NOON ro10 O Oa10/M I.IMO a M 11 I MEN M.10i 0 N NwW INC COD IL Ir W NW OM WI I INC.is.SA AN WO II lOII aIfA R 1 IS oo 6 OE PCASON 1610 MPVRCO KRA(MC Owu117 W N m,NNW A 00 WV 0.11 WOW NEW LOT 8 coma 4 IC■mmo OOP C w WM I AOQ War INC 5M)rOcw/bc TAO(Syt SON MS 1411AIE041, amass MIN a01-0-066,1Pfw 0 II IOTA(II 0 L• 101 WW1 O 10406011 MS 1 Ire I II NON I.VOW A NUN NW AO AI NO INC V w INW 101 1 w 011 OIM STA700 OW NE OAS AUTIONNN TO 0010.6E OQ 16TINKATT APO • aNW10.la 1 Am=WWI O OM O IC ICILOWW ION TWO S INC.I L N I(CM N COL COATI U AIL AK N SO Ire I1aa10 OW IOW MIX TO NC KAM AO N km/a ,p R AS TMA.1•Y.A114/ �talrOf RAO 70.10 DARCY MOO wt. OA.*I a MOTE IMO/......a ON CI MOO•ALL TM POO 0 INC IOWA 7W CYO MOM OW RICO O llA t NW 0 IN NW7 -ri WI.I TO Tot nu AAO SRWUIY xi a AKA/rAAn INC INC 1JSCS NO N tM 6Ca1101 N 1T.-4 N WNW IW Aw WAN NW WOOL AL YO 4001417 IWO 4 ALLOW( NN71W AOC Aar mows LC 4e•OAO NO.• NW !COON WLiO 0.11 1•NO 14 WO 1p01411 00•O O 1 10000 I II WOW OIN I N WOW M 1,ZOO(L Of U Woo IOW WINDY COO SO Neal r w I{NrONW oda N ON'Apy�_� ,TAA10R. /WO WPM N A AL.=. DO0 nonce Nag IC WM MAW Si MOM Ma I AAA.k SO AIM O.MI 010. .M 0 O.AA INC II it 101.MI Nat 1WI 0 OA NO .AI 'L ,� 4\N111111OA4• aK 0 INC/WO I All!NI WC a Nei•I4 NW O V OD.0 r IC NOON WOO r MA ZOO I INN WOW MIA 11W1(NW ION MI.Al ON4 O.I.W 11000 MI I[I•/ /I'i.Y+ 4 Ai 1AC fat 14 ATO Ire W w 10O1OI WI AW NUN 1M WOO 0 111W IN U N[tows r IIA AV(INN AAOW NW.IC 0U@ 1-Y6••9 P A� /.Ia� NEW LOT A - WOf 1NW INC.A IC NOWT NW N OsaW*WO WA INC a WOO IIaA iW fOA1IIOW IOU w POT ANAL l/1ANT M• /1'•714.1 QI N MAW a11weS 110.0•D NWT OWN NON Liam/ Nell O w I1/I•O.N A AO■II SAL O WA la.0 --/ . W NOW O awl•OY ten 1 AN IN WWI I.WNN L mum MA;.MO INC(OW M AM a : ; • OIa♦+(i s W1.IL I I(aT 0 OM COW 0 i CO O [O!I•T11K 1INI.W NO AW It 1l0 1W O WOW _ .O WM 10I1 WOW NV OW Ape w OM MA w AU[C�- - A r&11. a0 NI INC WWI N W WOW CO INC 4 C TOO i1NOW,a 4 Oat A it tat O Me NC.Lila 0- OW nu 0 anew oa a on WWI r WM M(loll A'37}O Al �A�T'w�( Iw.001 ONO WOO•NI4/I Na 0 m,M NaI/IaO 000 on Ica 0. WOW CA ALA AAt0 IOC AO In Cao0s01 cores I./111-•AN i 44s N r Numb.Dal Al a4 IDDI J ALf NAtO a IWAa& 0 WWI WIN Oar/IWO 411.SO OM AM(A AIY 0 MAW NA ON NIA VOW Aaa wirer ear ire NM • a1.00..0 a I C ON*Oa O.gO101 M I.Nat I ION ANT.NOW w ICAO NW 0/1110 W aN AO IOC 4e1 70411f CAN Tin AIL ID II to POI r ITAW.4 WWI(NWI L9.IL SW NW NNI N O031 WOW 0 WIN NI(1NA OAS a l IOC m.1 ANAL A* WOW /rP1NwLS 1 INAx 0 At 1OM,•O Or.IO 0 SO NW C ION IOU 11AA,W; NON NO OM/AAA ref.0. IOC OA OWN 1A$I WO 10a 41 L14 OA NC IFTM00 ON_�OAT 0"A74CIIWII ,1010 ..A a(aW*COI I(a T Y.0. QOOI 1 1 AO WU M (7 rat 1NII wee W ye IS IIIN LAI � C�, J 7 In1 Ire/1•200 WORT W!RI,O M Ore*OW r 10CA WM omit 4 WM ANT.A ye IO1I[IORT yl 0. (13 LIWi'6f IIA•G101 wt.0.WNJOV mMi O.0•.*WO r0O[I.4 IOW a en N Mom M 1/a W IWI L Pa-N Nlibilproarlawr 001.0•Ia01:ram own Ila NW WI TWO II9613 IOa ma wary 1i0Mt■AO AAN 10* l0C 1 b7a COUA7Y OFAII714M Cr ASSr.;S1EMIS AI11N[S1R1 All r Ira C WO W Ofm.14 01 1W W• I.4N 11r•11 OW,INC IMPli 1'n.N II1,a A Vow= cam,'n.WO. a a 0 WNW M lWa 040. N1AYO.rrWW M AO aWIVA cow O 1WACI[N IN W !i' [` N a.-■4 NW •arm are COMB=OM MO MOONA gANY..: sea AWN 4,A/Y 10 7411 AIL,N re AAW wire we Ammo ow; --OW or •S'ta•W'tr 11a woo N Aa 10.100 owl 0•Mal WOAD 4 I Nr4• 10.Ire A INC,WOO MO 1.14 4 w 011 N At MI W r'^�.`A ,1L, AIN Alt N 1 1 N111 0 NNIrl IOU N#Ian11I IW.NW mamma 1Na Or NUTr(/.OW WOO MOW y O I-901 T PM OaM1Y ASSMDA 34•!al N•L AC. 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EGRESS AND UTILITY EASEMEM LOT LINE REVISION w-0-N 4 WA 1I Alit: INN WA WAY ON AA Mt IA POO N NNPN11 IA I.III 1 1 itt I TOO Y ......tle a /.aA NO NO. l W/00 WY WNW Mat OWE I INC.IL INC Off If WSW Of WSW AO N Aar ._ a0)Al)TAT. WW1 NW mint W AA Aili 1100 I4N MION MU ION NW C INC MMN1 INC wall Wrs1 Aa AN/aL Mel WM Anne•a r AO MO, N•NW 10447.4 or 44444AT NW 4 44,4, DECLARATION Of COVENANT - PUGET SOUND ENERGY Nast WAN am:w AW/GT.4 Ni O NI nos O . aDWO•Ar AC OI1e ONWO U MONO.M I.NW l 'M MCI Or M 1.40 O 11110CI9 WWII 1N6 LOT CAE •.Yl tloa antis AUW TW/sal a w O AGO/ A*WW L 1WIL NAW1 I NW.■..w 1O1 Oe ri AaWNW AOJUSTI1N,N R11Ai NR DE EOOU 10/OCJUR IIOI. ,IW 7.I.11/W 4 N Wu IIr.INNIW oat U ri 001A 110A1 U IN NW I wall. 00 0.1 1N6 SUP115iO1L II NOON 10 cAloWaN MO ARO SHUFFLETON COMPLEX - al+.[LNri nod R1.lam too. INC II ILIA 1M 0 w i.e.,.M I....... TO COATI M ID01(NL WRNS?II 0E IV 11I000 OAT OS 107.N II 0.1 Ina O IIR O Oa 94:011 108 NIS IDI UE AOM31I10E AAA MO ALL Molt Amor 050.111 Iet 0 of 1.0.7 NW IOC 10/1 PNIOwtLRS 07 M son,cm Or MN mows AERil. NEW INGRESS)EGRESS AND UTILITY EASEMENT 10N0T1 W M.e[a i.O 046 C04)w7 50404.1.MAI WIN M IMO 4 War P1 71S RECORDER'$CERTiICATE NM IW,W.aO1.c1 Uri l AO I•ZC1a L I O/31 INC COO*AO r•ra(NW AM NIL ION rose /WW1 CAE AG1fS71OA, All II A...III_N,M Is,---M 'Ons.NO I OO..I.•14 a Al.1*.area N MA/TWA O A11IA'AIA 11tr A111.A It NW WWI O WOOL WOU 1.WWW.NO•a WA WOW 0 LW WOW WEI VW WNW NN 4111111 OA W N RL NON 011 MOW .. 4..IOW A LW*M PAO IYIO WO IA WA I0*1AAY A7OWM 4 AU.0. a AN RT. DOC AON c.TO t/A 114 NW ION NW ' •As wool M NAM••••••I•ASSOOAKL IN. •f.+-a+.✓,Al TIC IIMIT roux 0 aO.W M I.scot a . Omar 04 71C/AD ION ION 11N?411 OA Ni. 4 'Amor 11 TOM.AO I LAT.AIL Ire,a.OW At MOOT TWC TON 174Y 10 u A IN?.A ri NA 70/0 COOK art C IC OW* I. 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"1:01 443-IPPIPancri *1/11/A11114 40P001/0 119 12083 PPS PPM:Pone MSG AINVIEWA • • 00Z1-11026 VP% OIC PIPS IlumPrd 3120)311010N SI S61 log unworn sollnd • :I0 isanbal 3111.1.V mon lam CI311:1 . • . . _ • • ow • • • ._ - - • - - I. • PARCEL S OF CITY Of ILI?ON LOT LIDII ADJUSTMENT NO. LOA 24-175, •• OW ALI. jj/1p1 IY TSUI PIMIENTO?MAT•WE. TUX.UND RSIONID. ERS7. •• N. , IX FEE IIML/Or'MT WED NUM PLATTID.-MEfl0Y0D1CLARi1TUI4 /r ��/'qA 7.�' ''i-M!+'.•!•.` /� • RtCOSDID IN RING COUNTY, MA4MIIgPON UNDO R4COII 1110 NO. SHOW?PLAT TO St TNT GRAPHIC WI?SS7ItATION'Or!111N1i.ANO TMAT44. .� O ff0201f0/4. SAID SHORT PG?IS IAD1 WITH TOE PREZ CONSSIR Or AND TM./.-.�.'4. lI 01111 III THE CITY 0/REMO11, COW?!?O/RING, STATE Or ACGOIOARCE WITH THE DESIRES Or THE ONML11, . O YA7HINGTON. 90UI1110RY. L.L. Y1S _LiIRSID LTA/SLIT(COMPANY . ET1 / •C • • • '•` 1SS1 HOMER -• O DECLARATION OP 00WINANr mew.. THE OWNER 0?Ttti LAND DORAC4D WLTNIN TESS SNORT PEAT IN ILT111N rot THi ATNEPS?TO ACC1Wi FROM T7RS IOIOXVIIION, AT SIORI1O - V MERLON COVIDIAN S AND AGREES TO COMVR TAX■C15F36IAl.2NTRt2/? IY Till NB1 CASEMENTS AUER/MCC°SALMI TO ANY AND ALL TUTU!? • =mom PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THQLOV. THIS ' COVENANT!NALL SUN WITH TN?LAND. AGffi, I , • STATE Or WALHSNOTON ///��� Sf • / 1 ON THIN 247W DAT Or 2 2000, 0L70Rt Nl, THE D ' j • IMOFN1IGN�, A NOTARY PUALI iN AND FOR INC RA?1 OF 11G/111 WASHINGTON, DULY COMMISSIONED AND SHORN, PERSONALLY APPEAR= 1. FIELD IURVK TarORNID MRIIARY if, Lfff El GROOM noun COAST, TO Nt A? 02 TO At A MELLQ OF 30UTNPRUM O T7AVIIAI 1RTN WILD TC101O TOTAL ITAMON7 LKRJ Or L.L.C., THE CO/O►NY TIUT EEELITTID Tltl 1Till 70MO LNRRUMSR, AND PALC23IOM ORAWILD EXCEED TOTAL ELT f0HId IN SAC 732-UO� ACKNOWLEDGED THE SAID INSTRUMENT TO SE THS Mt!HOD VOLUNTARY • Of O. ACT AND DEED Or SAID WIOANY, POR THE UBL3 A140 PURPOSES ?HOLM MENTIONED, AND ON OATH RASED THAT YL I4 AIR71OR22ED TO IXZCUTI 0 2. Mt2S OF AEAIZNO1I COM SMITE CITY OF RETON NONUNn1T! THE LAID INSTALMENT.' 37 AND 71 lilUIIMO NORTH Ff•77'13• KILT AS 31100$HERON. WITNESS NV NAND AND ORICTAL SOL-TMLRRIO ArrZYID TARN DAY AND O MEILDZAMI MAD 12/111. - YEAR FIRST A1OV1 MITTEN.IIjr, ���A� / • TOLE Or NOTAIY LTC y.1 dtG M ATTtT* .: / ��PJj y • SURVEYOR'S CERTIFICATE 3,pa A, ,.* YA�NILALY 00 .2000 .22 .f woTART ,� 1 s T111•N1.0.0R...t4y N4..0 N.1040 n, 0dS DF.1.as mar j SA 1 5•s `h.. FARE r,.,.,Ha.M sowronM.Ma..MW a»nwrNw.,M.el tW. .T-CS•Oa •y1• . 3.n. $..Sully Sat 41 tM WNW!04 • ,.�WA S�G�tftfhpsrt.'4.L.C. ., .7/1! i1 NY APPOINTMENT =PALS ,. wive... Q.)4.�t /-74-00 ' • GROWN"N.. I.737 �'4&L „i wan n...,20 ♦ 1.PR0Y1•- SYHG M'OONTY 119L3005I • =AKIN=AND APPROVED?NIB _/a MY OF .r.A/ , 2000 A.D. • ligf j.s. y.lrS R i A4/•s 0•P"7 AUDITOR'S OR RECORDER'S CERTIFICATE •.., n.0.1- Rod kw mord ITN._4y r_. 2000.41.......N. CITY OP SOOMI h1 Doo _W ,N l S .+Y..t P.o_N N ..tM .. .NI • =A1QNID umAPPROYI�TNft '1.7"4 MY Or SRN.,, 2000 A.D. DUSH,ROED A HITCHINOS,INC. .... COUNTY AUOITOM OR OIVRION OP RLCORO*A SUCTIONS LAXI 'It NO DUI I G/P County AWRY.o/ 3,D.A1N.MO.Nt M Amen. • • 3 SECO DEVELOPMENT,INC • SOUTHPORT SHORT PLAT • • • RINTON IMO COUNTY WANWTOM Dram"iv RHT ett. AYE . 9.9-99 99036.02 � Climaxed by 5.N. Sheet ammo 1 N 2 WAN NONE A PIN.OP TRACT A.LARK WASHNGTON SMO03LAMOS.N The f - Of 11.1RPJ1 OMMRNO COUNTY.WA3NMGTON R.S L W.M.GTT r BR H BUSH,ROOD&HITCHINGS,INC. - TOTAL SRI ARIA•0.10 ACRES. COIL ENGINEERS A LAND SURVIVORS 2D0f MINOR AVE.E. 1206E 322-4144 LUA-99-134-SHPL SEATTLE.WA 96102-3313 LND-20-0256 1 • • .• IOATM.a LONG•NMM MI ParsO r• moat.• y MCP. 4MTO M UM POI : �our ( —� WOOS SLIMLY � Masai WOOL A / \ • O q4. ; 1,4 G,`4J fir'=—, `� 0, r° �oN MAY TWINY ar Walla ••,.- %�, WWM' ,)\ i lia WO•Teed as r 0 00 WO O • WALK To Fla .O WOW WA ll BPS ♦ t 4+ • N S DETA I� V. VP.4.1# Q�I.n1.r Mav ��S� WW1 spa Gtv LOT 2 • -V`�Q` mamma of ex wart eae M..wia �— CJN.MOCI. \ i0.to7 30.FT. �j\' .om.m•ALM lora.O0I11 awl }a.0•p WPCs M r 2.22 ACR13 MINK^W'CA10"0 NI MOM Mpi P0M ORSCM M. A91NwT uloar SAILS.•MITI ore M000 0040•,y P�� - 13 ' I r...ra t..rar FOR MOW.EMU A YfLMIA Mr M 1 1� M MG la STOWS M CJi®CO.,G Fat 1 NOW LOT 1 N`G .II.r1r or lor..e a w.r lr•Lu M tY ar rMa1 W.a Motes tt.c. •i10 ,( I •All IY"4“M r ■u R�a.O To•••01 l 1 S Ma•a 0WeWCO uq.tw C a07 —\ , rn'w.s.+ I ♦ 1t7.400 ACRES FT. \ ' ' LLW Mc M r.r. FLAT uAo t.INMAT ION CY.. atal r.MD/tCLr ' ■%walN • 4.30 ACRa3 A Fula roc o raa I .rw,Ttn.Aea so.••FM we L MtuaW?O I 1 I ' rr3.1• -• ^ lT ~swirl NrrJrw _•.s.. t.r . rrur.rrr .wir ..,Fi axar• . —\r// • r—• �•A as.r Tfr ., t.w.«PO.w.o.O r '• WM •• •�1.( "7'i_ 0 toast Iraaan•+ 0 W ` atf '' • : I M.IK 00C M CONC.WN4 -.(I� • \ A. 1.1•.M A Mall SO �• P` —.� — \ `�\ /•s•WM VIOafM ■�000r ,��• q '•'I TMIU0 C am m...•w:m w n u.rlr , w Cum caNG NaN ; aa•Nr r + . ••� �.w.t %'7 an n iortoN.n 'S .orrr...o.l LOT 3 / r 'J \vy \• \♦ �a4,oeo to.rr. • f, i. ,•or* l °, i oo:�:o ti ♦ I 2.71 Acne A`e /: rr \/ Z° J \ \'•. //.f' mama a WW1 y Y • �• ?`� V.-i\, ,•0t' i// Ial wG ` l 30 moo' Offi71L[ • "4Q',, Ls mat � • \ / \ 0 \ \ �' / 1. / �/747 if:°1 • Nrrlrirt Iutr �•- ? LOT 4 / ,`• o:111,0111•/ • • piii Aerai ./ •�, �l�..Max///'+";' LOT C 0 wrrarr no: i,.'%! .. {/^,' 4 ;: . • . / suw-ort \V.meirl.r. wawa Wren•Mina TM / /// • •••�.,. Vow 1•A1Mr.ral `\ WIT x owl Mail SOWN• • alas FS ROCS II \S. Oak .mrroN 424 u•r.mrr TO Wr WW2 at 0.AM - OMOACt10OTM \ , .. i SO 1.10131 0 FO.mamma MM010 • 0 RAW•W,tJ nun • . f ArM•SW,LI t UM1Yr AT ..' t • Sbi»�SO[t �; WIMP 1Aut paaw0i.wwee .• • • LOT A tr2A..afotrT It r0vae TO.0,1tnICRt 3al:ara xo uflaa.N TRW=•tmmm ma>:Ma morn 1201000 Irt. 3304141, DIMS MD 90I2222. MT! nal arra R to.retort T M art a/A•Va . rrnm 4 MOMLLr/R.TM MIPOM Ma.'N �.C., °�'""O` S1�[Y FOIE .SECO DEVELOPMENT,INC. . . .' SOUTHPORT SHORT PLAT • IKNTCN MG COUNTY WASHINGTON \ . Orion IS OM •M•w. • RHT 9.3-99 99038.02 ,L wC4' cn.•t.4 M WAN - 3aM• 1'L 100• 3M.1 2 •I 2 322122 A0011/33 TAOLE 4 1 A PM.OF TRACT O.LAKE WA3NWGTON 3N041LAN0$.M 11N1 _/1. ICY 1 au AM rr.omN aw M •, N.1/2 of TNa KW.1/4.Of 31C.S.T.23 N.1.3 E.MA,CITY &Of 1 auIrl w.MaPM Ina N I . OF RLMTON,MO COUNTY.WAtNWOTOM BRH LOT SUWI 0MroPON•I.k N ''pU,u4� I BUSH.ROED&HtTCHINGS,INC. 1Nr. rartxa M WIMI aw N ,f. TOTAL 3111 ARaA.tr.10 ACR[s. CIVIL ENGINEERS a LAND SURVEYORS a~ram'', LUA-99-1344HPL 2009.ATn 961 MINOR a. 1204)323-4144 • /-.��0 G y, s1A1t,WA se,ox-s313 LNG-20-0255 Al. **************************************************************** City of Renton WA Reprinted: 06/02/00 16:27 Receipt **************************************************************** Receipt Number: R0002972 Amount: 1, 002 . 64 06/02/00 16:26 Payment Method: CHECK Notation: SOUTHPORT #2339 Init: JEJ Project #: LUA00-073 Type: LUA Land Use Actions Parcel No: 052305- 9076 Site Address: 1083 LAKE WASHINGTON BL N Total Fees: 1, 002 . 64 This Payment 1, 002 . 64 Total ALL Pmts: 1, 002 . 64 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 2 . 64 ' v G or g 93 G v zz z x I �)�1 r n�=;,r----, �r 7 r� n r-,,,;- . f pENGINEERING REPORT Technical Information Report Southport ' I Project No. C990570-01 1111 May 19,2000 I - • 1111 , DES 0,of N_AWING I PREPARED THROUGH: ,. nJ� Seco Development jui4 0 10843 NE 8th Street,Suite 200 Bellevue,WA 98004 I reS,Canifia0 Phone: (425)688-3085 Contact: Rex Allen I , PREPARED FOR: City of Renton Clearing and Grade Permit I _ . 10'wl' 'a°a 4, 4 PREPARED BY: `��� C. -Poi , Coughlin Porter Lundeen 4`s' cow 'e 217 Pine Street,Suite 300 ^A '� Seattle,Washington 98101 .: , 5, '„ '" Phone: (206)343-0460 ,✓! Contact: Mr.Steve C.Porter,P.E. ,� 26577 Jeff Peterson , /ONAL :e, 1.4" : h. EXPIRES 01/23/2002 DRAFT i TECHNICAL INFORMATION REPORT Southport Coughlin Porter Lundeen Project No.C990570-01 May 19,2000 TABLE OF CONTENTS • SECTION I Overview 1 SECTION II Preliminary Conditions Summary 2 SECTION III Off Site Analysis , 4 SECTION IV Site Hydrology 5 111 SECTION V Conveyance System Analysis and Design 7 SECTION VI Special Reports and Studies 9 SECTION VII Basin and Community Plan Areas 10 • SECTION VIII Other Permits 11 SECTION IX Erosion/Sedimentation Control Design 12 111 1 111 COUGHLIN PORTER LUNDEEN SOUTHPORT 111 FIGURES Figure 1-TIR Worksheet Figure 2-Vicinity Map Figure 3A-Topography Map Figure 3B-Existing Site Drainage Map (11x17 Plan Sheet) Figure 3C-Proposed Site Grading Map (11x17 Plan Sheet) Figure 3D-Proposed Site Drainage Map (11x17 Plan Sheet) Figure 3E—Catch Basin Sub-Basin Map (11x17 Plan Sheet) Figure 4-Soils Map APPENDICES Appendix'A'— Sensitive Area Folio Maps DRAFT COUGHLIN POR i'J R LUNDEEN SOUTHPORT 16a) P11)51 I. PROJECT OVERVIEW The following Preliminary Technical Information Report(TIR)provides the background and technical information for the design analysis required to develop the Temporary Erosion and Sedimentation Control(TESC)and drainage plans for the first phase of the project. The design for Southport is based on the requirements set forth in the 1990 King County Surface Water Design Manual(KCSWDM)and all updates. (See Figure 1—TIR Worksheet). Southport is a 14.24 dry acre site located on the south shore of Lake Washington in Renton, Washington. The site is bounded to the west by Gene Coulon Park,to the east by the Boeing 737 assembly plant,and to the south by Lake Washington Boulevard North(see Figure 2-Site Vicinity Map). The project site is the location of the former Puget Sound Energy Shuffelton Steam Plant. The proposed project will construct approximately 475,000 square feet of residential space and 500,000 square feet of commercial office space.The proposed project consists of multilevel residential buildings with garage parking and retail/restaurant space. The commercial portion of the project consists of one large multilevel building with three towers and associated parking. . This report focuses on phase I of the project,approximately 2 acres in the north portion of the site. The proposed development for this phase includes four buildings with parking garages and a plaza area. The project will provide water quality treatment in accordance with the 1990 KCSWDM. A wet vault will treat water from paved areas subject to vehicular traffic. See section IV of this report. Existing Drainage and Site Conditions The 14.24-acre site is located entirely within the Lake Washington Drainage Basin. The entire site is relatively flat,with an elevation within 2 to 3 feet of the Lake Washington water level. The existing 14.24-acre site is divided into two sub-basins,Sub-basin A and B. The 2-acre project site is located entirely within Sub-basin A,which discharges to Lake Washington. Proposed Site and Drainage System The proposed onsite drainage system is divided into three distinct areas,designated as Basin A,B, and C. Basin A includes the eastern most structures and the main site road. Basin B includes the southern buildings and the road adjacent to the southern edge of the site. Basin C is the northwestern portion of the site that contains four structures and the trail adjacent to the water. Stormwater runoff from basins A and B will collect with Basin C,which discharges directly into Lake Washington through the existing discharge tunnel. Site development will occur in multiple phases. This`first phase will develop Basin C. Surface runoff from new parking areas and roadways will be collected in catch basins and conveyed through the site to a water quality vault before eventually discharging into Lake Washington. Surface runoff generated from the rooftops of the proposed buildings will be conveyed via roof downspouts into a separate conveyance system. This system will bypass the water quality vault and discharge directly to Lake Washington. (See Figure 3C—Proposed Site Conditions and Figure 3E-Proposed Drainage System). Basins A and B will convey stormwater runoff to the storm system in Basin C. The water quality vault in Basin C is designed to contain a full built-out site. COUGHLIN POR I'EI(LUNDEEN SOUTHPORT er }4 2 'FIT II. PRELIMINARY CONDITIONS This section will address the requirements set forth by the Core and Special Requirements listed in Chapter 1. Also listed are the requirements of the most recent Sensitive Areas Ordinance(SAO) pertaining to the project. Surface Water Management Design Manual Core Requirements: 1. g Discharge at the Natural Location (1.2.1)—Stormwater currentlydischarges into Lake Washington gton as discussed earlier in this report. Proposed conditions will also discharge stormwater runoff into Lake Washington. 2. Off-Site Analysis(1.2.2)-The off-site analysis sections this report will elaborate on both the upstream and downstream off-site basins. 3. Runoff Control(1.2.3)- A. Peak Rate Runoff Control: As previously mentioned,detention will not be required for this project. The developed area is located within the Lake Washington System and drains directly to Lake Washington. This project is exempt from peak runoff rate control under the direct discharge exemption. B. Biofiltration: This project will not provide a biofiltration swale due to site constraints. Instead,a wet vault designed in accordance with 1990 King County criteria is proposed to address the water quality requirements for impervious areas subject to vehicular traffic. 4. Conveyance Facilities(1.2.4)-This project will be designed in accordance with City of Renton Surface Water Design Manual Criteria. The system will be designed to convey the 25-year—24- hour event with 0.5 feet of free board and the 100-year—24-hour event without overtopping roadways. 5. Erosion/Sedimentation Control Plan(1.2.5)-This project will install a series of temporary erosion and sediment control BMP's(Best Management Practices)related to specific conditions on the site. Detailed information can be found in Section IX,Temporary Erosion and Sedimentation Control. 6. Maintenance and Operation(1.2.6)—The proposed storm drainage system will be owned,operated, and maintained by the owner. 7. Bonds and Liability(1.2.7)—The owner and contractor will obtain all necessary permits prior to the beginning of construction. Special Requirements 1. Critical Drainage Areas(1.3.1)—There are no critical drainage areas located on-site. 2. Compliance with an Existing Master Drainage Plan(1.3.2)-There are no master drainage plans covering the project site. 3. Conditions Requiring a Master Drainage Plan(1.3.3)-The project does not require a master drainage plan. COUGHLIN PORTER LUNDEEN SOUTHPORT 4. Adopted Basin or Community Plans(1.3.4)—The project site is located in the Lower Cedar River Basin. The project site,however,discharges to the Black River Basin. Currently,no community plan governs the site. 5. Special Water Quality Controls(1.3.5)—Special water quality controls are not required since the project will not create over an acre of impervious area subject to vehicular traffic. Nevertheless,a wet vault will be used to provide water quality treatment for the increase of impervious area subject to vehicular traffic. 6. Coalescing Plate Oil/Water Separators(1.3.6)—The increased area subject to vehicular traffic in this area is less than 5 acres. Therefore,a coalescing plate oil/water separator will not be provided. 7. Closed Depressions(1.3.7)—Wetlands and buffers within the drainage basin are beyond the limits of clearing and grading,and will not be impacted by the project site. 8. Use of Lakes,Wetlands or Closed Depressions for Peak Rate Runoff Control(1.3.8)-There will be no use of lakes,wetlands,or closed depressions for peak rate runoff control except as allowed by the direct discharge exemption. 9. Delineation of 100-Year Floodplain(1.3.9)-The project is not located within a designated floodplain. 10. Flood Protection Facilities for Class 1 and 2 Streams(1.3.10)-There are no existing or proposed flood protection facilities for Class 1 or 2 streams within the project. 11. Geotechnical Analysis and Report(1.3.11)-The project does not propose to use a pond or infiltration system,or modify existing flood protection facilities. Therefore,a geotechnical analysis and report addressing the effects of groundwater interception and infiltration is not required. 12. Soil Analysis and Report(1.3.12)—See Geotechnical Analysis submitted separately as part of this level II site plan submittal. Sensitive Areas Ordinance Requirements: The project is not within or adjacent to any sensitive areas. Refer to the King County Sensitive Areas Folio Maps in Appendix A. 111 COUGHLIN PORTER LUNDEEN SOUTHPORT I fit fit ' AFT III. OFF-SITE ANALYSIS Task 1 The Drainage Sub-Basin Map(See Figures 3B,3D,and 3E)depicts the sub-basins used in the analysis. Task 2'-Resource Review a) Basin Reconnaissance Summary Reports: b) Critical Drainage Area Maps: Project site is not within a CDA. c) Floodplain/floodway(FEMA)Maps: Project site is not within a FEMA floodplain. d) Sensitive Areas Folio: Project site is not with or adjacent to any Sensitive Areas. e) Drainage Investigation: No major drainage complaints over the last 5.years. f) U.S.Department of Agriculture: For Soils Map see Figure 4. g) Wetland Inventory Maps: Project site does not contain wetlands. Task 3-Field Investigation Several site visits have been made to the site to gather additional information including Level 1 Downstream Analysis and off-site conveyance system inspection. Task 4-Drainage System Description and Problem Screening Upstream The Puget Sound Energy land between the site and Lake Washington Blvd.generates upstream runoff to the site. Runoff is collected in catch basins and piped through the site via the existing drainage tunnel. There is no other upstream basin contributing runoff to the site. (See Figure 3D- Existing Drainage Basins). Downstream Investigation: • This portion of the analysis is included to address Core Requirement#2. The project site is within the Lake Washington System. The Lake Washington System discharges runoff from this area directly to Lake Washington. The proposed drainage system will have no effect on the natural drainage paths of the runoff. It is not anticipated that the proposed development will have a negative impact to the existing downstream conditions. Task 5-Mitigation A new conveyance system will be installed providing improved drainage on the site and better control of on-site runoff leaving the site. See Section V for information on the conveyance system. COUGHLIN PORTER LUNDEEN SOUTHPORT I IV. SITE HYDROLOGY This project is not required to provide stormwater detention due to the direct discharge exemption for runoff control. Part A-Existing Site Hydrology Currently the site consists of bare earth. Runoff sheet flows to a discharge tunnel and piped directly to Lake Washington Part B-Developed Site Hydrology Developed conditions will increase the total amount of impervious area on the site. Stormwater from pollution generating impervious surfaces will sheet flow to catch basins. Runoff will discharge directly to Lake Washington after receiving water quality treatment from a water quality vault. Stormwater from the building and plaza areas will bypass the water quality vault and discharge directly to Lake Washington. I COUGHLIN PORTER LUNDEEN SOUTHPORT r. Parts C and D-Hydraulic Analysis and Detention System Standard Requirements(based on KCSWDM and SAO): 1. Flow rates must release flow at or below existing 2 and 10-year peak rates,the volume to reduce flow to these rates will be increased by 30%. The system will then be evaluated for the 100-year storm event to identify if there will be adverse impacts downstream,or if additional mitigation may be required(1.2.3-2&3). Existing conditions are those that were present in May 1979(1.2.3-1). There will be no proposed an-site detention system in accordance with the Direct Discharge Exemption. 2. Detention Ponds are to be open unless there are no practical alternatives and it may be combined with wetponds(1.2.3-3). Detention ponds will not be used on this project. 3. Retention facilities must be evaluated for the seven day 100-year event and downstream overflow path evaluated(1.2.3-4)(1.3.7-1). Retention facilities will not be used on this project. 4. Wetlands shall not be used for detention unless there is no alternative,it is a type 3 wetland with its only major function is storage,and the facility his regional in nature. [54(91.C)] There are no wetlands located on-site. 5. Flow control is not required if there is less than 5,000 sf of new impervious surface,flow increase is less than 0.5 cfs for the 100 year storm event,or discharges to the Cedar, Green,Duwamish,Sammamish,Skykomish,Snoqualmie,White or Stuck rivers;Lake Sammamish.or Washington,or Puget Sound(1.2.3-5). Flow Control is also not required if discharging to a lake,wetland,or closed depression if the increase of floodplain is less than 0.1 feet and permission is secured from the affected property owners,water quality treatment is provided before discharge,and there is an outlet that may need to be modified to retain existing 2,10 and 100 year flow rates(1.3.8-1).There will be no proposed on-site flow control system in accordance with the Direct Discharge Exemption. 6. Bypasses may be permitted if discharge is to same sub basin and flow rate is compensated for at the detention facility(1.2.3-6). N/A 7. Off-site flow greater than 50 percent of the 100-year on-site flow must be carried in a separate system around the detention system(1.2.3-6). There will be a separate bypass stormwater system to route flow from rooftops. This system discharge directly to Lake Washington via the existing discharge tunnel. Part E-Water Quality The project will provide water quality treatment in accordance with the 1990 KCSWDM. A water quality vault will treat water from paved areas subject to vehicular use. See Section V of this report. I COUGHLIN PORTER LUNDEEN SOUTHPORT 1 1 V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN This section discusses the criterion that was used to analyze and design the proposed storm conveyance system. Existing Drainage Sub-basins: The project site is located within the East Lake Washington sub-basin to the Lower Cedar River major drainage basin. Phase I consists of approximately 2.0 acres and drains directly into Lake Washington as part of the Lower Cedar River(Cedar Outfall portion)major drainage basin. The area is currently bare earth exposed during remediation. Stormwater runoff from the site sheet flows towards Lake Washington and discharges through the existing discharge tunnel. Standard Requirements: 1. Facilities must convey the 100-year flow without overtopping the crown of the roadway,flooding buildings,and if sheet flow occurs it must pass through a drainage easement. The on-site system will convey the 25-year storm event. 2. New pipe systems and culverts must convey the 25-year flow with at leas 0.5 feet of freeboard. (1.2.4-1)The on-site system will convey the 25-year flow with 0.5 feet of freeboard. 3. Bridges must convey the 100-year flow and provide a minimum of two feet,varying up to six feet, of clearance based on 25%of the mean channel width.(1.2.4-2)(4.3.5-6). There are no bridges associated with the construction of this project. 4. Drainage ditches must convey the 25-year flow with 0.5 feet of freeboard and the 100-year flow without overtopping.(1.2.4-2)There is no new drainage ditches associated with the construction of this project. 5. Floodplain Crossings must not increase the base flood elevation by more than 0.01 feet[41(83.C)] and shall not reduce the flood storage volume[37(82.A)]. Piers shall not be not be constructed in the FEMA floodway. [41(83.F.1)] There are no floodplain crossings associated with the construction of this project. 6. Stream Crossings shall require a bridge for class 1 streams that does not disturb or banks. For type 2 and 3 streams,open bottom culverts or other method may be used that will not harm the stream or inhibit fish passage. [60(95.B)] There are no classified streams located on the project site. 7. Discharge at natural location is required and produce no significant impacts to the downstream property(1.2.1-1)The project will follow natural drainage paths therefore the discharge will be at a natural location. Special Requirements (based on P-suffix,basin or community plans,and critical designations): There are no special conveyance requirements for the site. On-site Conveyance The on-site conveyance system will consist of type I and II catch basins and eight to 24-inch conveyance lines. The capacity of the conveyance lines will be evaluated using the Rational Method. The peak flows for the associated hydraulic design will be determined by using the Santa Barbara Urban Hydrograph(SBUH)Method with Type 1A rainfall. The proposed drainage system will be COUGHLIN PORTER LUNDEEN SOUTHPORT „ F designed to convey the 25-yr/24-hr design storm event for piped conveyance. The proposed water quality treatment system will be designed for 1/3 of the 2-yr/24-hr storm event in accordance with King County guidelines. A high flow bypass system will route flows higher than the water quality storm around the water quality vault. I I COUGHLIN PORTER LUNDEEN SOUTHPORT FT VI. SPECIAL REPORTS AND STUDIES See Geotechnical Analysis submitted separately as part of this level II site plan submittaL I 11 IP I g I COUGHLIN PORTER LUNDEEN S S UTI IPORT VII. BASIN AND COMMUNITY PLAN AREAS Basin Plan(1.3.4-1) • The project site is located in the East Lake Washington Drainage Basin. Community Plan(1.3.4-1) Theproject lies within the Cityof Renton limits and ispart of the Green River CommunityPlanning and Zoning Area. Critical Drainage Areas (1.3.1-1) This project is not located within or adjacent to any critical drainage areas. I COUGHLIN PORTER LUNDEEN SOUTHPORT g. FT VIII. OTHER PERMITS This project requires a Clearing and Grading Permit. 1111 _ _ • r _ COUGHLIN PORITA LUNDEEN SOUTHPORT f;t' 4:4‘F IX. EROSION AND SEDIMENTATION CONTROL DESIGN Please see Clearing and Grading Best Management Practices Report for erosion and sedimentation control information. - • . I COUGHLIN PORTER LUNDEEN SOUTHPORT 'IR F FIGURES Figure 1-TIR Worksheet Figure 2-Vicinity Map Figure 3A-Topography Map Figure 3B-Existing Site Drainage Map (11x17 Plan Sheet) Figure 3C-Proposed Site Grading Map (11x17 Plan Sheet) Figure 3D-Proposed Site Drainage Map (11x17 Plan Sheet) Figure 3E—Catch Basin Sub-Basin Map (11x17 Plan Sheet) Figure 4-Soils Map I COUGHLIN PORTER LUNDEEN SOUTHPORT Page 1 of 2 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ' PART 1. ' PROJECT OWNER AND.' PART 2 PROJECT LOCATION PROJECT ENGINEER AND DESCRIPTION. . Project Owner Seco Development,Inc. Project Name Southport Address 10843 NE 8m ST,Ste 200 Bellevue WA 98004 Location 1101 Lake Washington Blvd N Renton,WA Phone (425)688-3080 Township 23 N Project Engineer Nina L.Cousins,P.E. Range 5 E I Company Coughlin Porter Lundeen,Inc. Section 4,5 Project Address Phone 1206)343-0460 Size 14.2 AC Upstream Drainage Basin Size 0 AC 0 ( PART 3 ;TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS: CISubdivision ❑ DOF/G HPA El Shoreline Management CI Short Subdivision ❑ COE 404 ❑ Rockery IL] Grading CI DOE Dam Safety ❑ Structural Vaults El Commercial CI FEMA Floodplain ❑ Other(NPDES) 111 ❑ Other ❑ COE Wetlands El HPA PART 5-"SITE COMMUNITY•AND DRAINAGE BASIN - •. ,I . Community Basin Drainage Basin East Lake Washington PART•6a:•SITE CHARACTERISTICS . ; . I ❑ River ❑ Floodplain ® Stream John's Creek ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs I ID Depressions/Swales ❑ High Groundwater Table ® Lake Lake Washington ❑ Groundwater Recharge ❑ Steep Slopes ❑ Other ❑ Lakeside/Erosion Hazard :PART 7 SOILS ` Soil Type Slopes Erosion Potential Erosive Velocities i__ . Urban Land Ur 0%-5% Slight to Moderate Slow to Medium ❑ Additional Sheets Attached Figure 1 IPage 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART$ DEVELOPMENT.LIMITATION$ '.;`t i REFERENCE LIMITATION/SITE CONSTRAINT ❑ . CI ifID -II CI ❑ Additional Sheets Attached , -PART;9 SITE CHARACTERISTICS N. MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS • DURING CONSTRUCTION FOLLOWING CONSTRUCTION ® Sedimentation Facilities ® Stabilize Exposed Surface II ® Stabilized Construction Entrance ® Remove and Restore Temporary ESC Facilities ® Perimeter Runoff Control ® Clean and Remove All Silt and Debris ® Clearing and Grading Restrictions 0Ensure Operation of Permanent Facilities ® Cover Practices ❑ Flag Limits of NGPES ® Construction Sequence El Other ❑ Other . • I .111 . t . . :• I • . , • LI Grass Lined Channel ❑ Tank ❑ Infiltration Method of Analysis ® Pipe System ® Vault ❑ Depression SBUH Compensation/Mitigation of ❑ Open Channel ❑ Energy Dissipater ❑ Flow Dispersal Eliminated Site Storage ❑ Dry Pond ❑ Wetland ❑ Waiver N/A ❑ Wet Pond ❑ Stream ❑ Regional Detention 1 Brief Description of System Operations Two separate sub-basins,each with a piped conveyance system and water quality treatment vault. Facility Related Site Limitations ❑ Additional Sheets Attached Reference Facility Limitation 111 ;PART 11 STRUCTURAL ANALYSIS PART 12 EASEMENT/TRACTS (May require special structural review) ❑ Cast in Place Vault ❑ Other ❑ Drainage Easement D .Retaining Wall ❑ Access Easement ❑ Native Growth Protection Easement ❑ Rockery>4'High ❑ Tract ❑ Structural on Steep Slope ❑ Other. PART 14 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision have visited the site. Actual site conditions as /���iGo l2� observed were incorporated into this worksheet and the attachments. To the best of my G!( Ti D' knowledge the information provided here is accurate. Signed/Date • 1/90 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION LJ .. ... ....... ..... , 1..... , • • ..- — : • . s....„.. :. ...., ,,,, ., ...„ .. ,,, „., , ,, ,.. ,,,,,„,„:„..,.., •I . . . .. •., ,, ........„.„:„.. , _____,, ,... 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(+ r _> >i -,._."(j I-.. i ', 1 1 i r L_ � W {�a ._`E.. i i " I �_ �� 1 r;.1 J (1d7/ ii ,, .(v ;r� '1 `r i�•€_�� r i i ,s ` }: I y`;1� • I"`^ 0 r`•:� Y -1',i' st; ► 1 • I I_i 'H . . 1 l I �, `�_.,_ 1:. Li .I 4;a, ""j„/ i`+i. tip; ..,.i{ ,,, ( € I i I I(;5,,., , ,�,, j- ,I._,...1 I I... _1 f,..:: l) I, I ..,, `.! t.JfJY -\f_ y!r .r t ' �I S�'� �' ,, � {-., r�' ( t ll l .,1 (� • I . ( . ,. . . . . • .. I . • Figure 2-Vicinity Map Project: Southport Designed By: FMC Date: 12/21/1999 Project No. C990570-01 Client: SECO Development Checked By: NLC Sheet 1 of 1 217 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343-0460 • Fax (206) 343-5691 COUGHLINPORTERLUNDEEN i A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION I.,� ( 'c'\ �' as• it )} . : . ,° i. 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I, \ _'^_ ....; _ '� `�'�� ' I .4 1LB2 - • �,'~` �" `,'" �'' i f �.ra'.a,-� 5 '"•S.u�• t i't .c�. S r 1 r1 .. H y: ;`' S Lea. I. .�.r t 8 ' \',a, i‘, k„,„,, I' v;:;'\)\. 1 ,,,,,* :, ,'.s:,,-;;"' l f ti, II I ( . , _ I Figure 3A-Topography Map IProject: Southport Designed By: FMC Date: 12/21/1999 Project No. C990570-01 Client: SECO Development Checked By: NLC Sheet 1 of 1 217 Pine Street • Suite 300 • Seattle, WA • Phone (206) 343-0460 • Fax (206) 343-5691 :0„....1.1::;:,_,,,,.:.:::::,::\P.0,.; R:TER LUNDEEt ONSULAL AND CIVIL ENGINEERING CORPORATIOI NN V,SEOTpN Q TOWICHP 22 NOHQ{RAKE 5 EAST,WA ego ��.o ... lit SCALE iii,opr-4a .. t . / �' T .... .,,. , . /I.K ;J'17/'A11.0,727.IJ / " ;�". , )1\. •'.., \\. •• ; .. 2 11'N t T v./ „..... ... . , . . . , G ,,,,. ,:-.„ I • \ • (/ /��11� C�JJ/Jll�flr'!�!' 1 . . . .: .. por......,...... ......,. ..,..____ ,. ...., .,.. , ... , , ,•••• ......... • , '"Val*,...\\\.%cv / / \ \ \ \\ .., '.' \\\\\\Aly ./ .--\ ':.'c • 1 . 2 . . . „....: ......,..., .„......... ....,............._ \ , . . 4/4,,\ 4‘... •-c:' /1 ( . . Ag,,,.0\ �) n \,,.,,,,:,,,.,.. -: v - \ / ? c,‘Po..1%::',0 4°1° ./: '. gag' \ L/ \ Ill ,..o. ; ./i‘:.?;, ___:___ ( '-'-'v C-A,.ii ,-:t\'‘):' \ ! t) #1.,..;A ..' ? . v .,,,,,,,,,,,.,-1(y,,, ,. .1" 7,..7A:i ,._. . . ...-/ (:...4,.. ... , „.4)01:N \ ... .., . . --------2 ,---,-----:_:.--- , ___. .., ..__........, __. ,. • „„ii.„, // , \\\ . /, . ........„... ..., -,,.., ..,- •,,, „.:,/,,_____ ,/ ., ...,/ • • /, , , ----4 . ,ii•r( i I... '/ . ..n: -..; .,.._ '•:-.-, ,''''l /i 4.: ::. p Y. / d • r a — CF 0, • • I 0, r • li ,-•': FIGURE 3B - EXISTING SITE CONDITIONS U . • i PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21-1999 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 217 PINE STREET SUITE 300 SEATTLE,WA 98101 R206/343-0460 F206/343-5r_' COUGHLIN PORTER LUNDEEN I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION !Mr v4,SEMEN 0.TWO"Z!Kff1Ft RAMS 5 EAST,WM , §fik 9 I I 41--" \\\\\___ 11\ \ _ ; :�; p : ' \ ,.-. . . .., • ,..„,;-:.„......>, -.,„ , : , . .,• ,:. --.. NI\\, -. •;:<' r--------,„______ ,,.,,,- ..s. \ \• 1 .t 11 , _. , . ,..,...,_ . . _. ' . . „ , k ai r‘.,,, ., ,_, --- ,,,,,,, , , „. i , ,,, 4 : \- \\ \ I 1 r 1 !=' �I ''\�/J I �r7/r 1 - /� 1�� , /2% /Ain lJ'1;7YhY..0•lJ./J �! •�76: _ g EJ� JJ_Jel '1FJ.Y r +++\ I11 • ..,1.1 • ,--::,2":,,,,, ,,,,, ,,,--,-"''r:._. :,.,;.,/, . .7(;-•-•,,- I' , � / ,< . -.._ itr- --,tii. ,,,,:,„4„,,, : . 4 ���� / �' III) II ,... i,i'I l'ill fi,1 il 1.(f.(i. ,, , ._ . „, 0 N71. CI) ) 1 ;:t, '• .1,, $ I . fl 6 ? _ �. 4 / I / / j i�J I, � 7'. li L It gi '-.:- ilitl?';' ti::I- �i _7-'.‘''''''';::::;:: . :4114ity' I �:.•• „ � % \• 1-------<.:-1-21 ^t V // �! •Ii. II 7.1 is i !I P i I :. II lill //1 r fil•Ill I Ir":•'.? i �•� ' 1 r 'I 'll.'' 1 f I 1 Al:. I‘//// /7/:::,, lz: 1 ./!:. ./ :,..„...,?. , ,.., . --, ., - .„,..,., ,,, \ .; :N ., ,,,,,:..:, ,,,,,,,,,I.N , , ,, , v v \ , . it, ./, ., 0 „„.., , ___, . _ ‘ i 7,, ,,.-- -- _, , , ,, , , ,,,,7:, ,,,,,__ _, , . \\, ..,,, , ,,, .........7_,,,. ..._ ___ , / ,,,,, : . I / > ,. . .. , " 'Of .: . .. .. ,. ,i q ii(,:,,,,:(,..: 1-1, i, . �, :.: . x , / vrf I . 41 -.-,, ‘ , , .E3, . ., .. , ,,, , , , ` S': / a ., �JA�r 7JJiIJeI rJ� A% -.. \ III eirk.V.N.0 .,-1_,51.Nr.rhY Fil../.1./Yr I* I ' • c •' / tg. - C .- IIIIN, i\i -O3 , II O) W .._ - FIGURE 3C - PROPOSED SITE CONDITIONS Ia U I PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21 -1999 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 217 PINE STREET SUITE 300 SEATTLE,WA 98101 P206/343-0460 F206/343-5&'s COUGHLIN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION NWV4 SECTION B,TOMS&23NOM{MICE 5EAST,WA ,� • e` 4S 1 Igill± Seta F r'4flr \N F \ \' Vic / w' Q IF ....,.. ,-.-„,,, ._. , r_ , ...., ... .., _..., ,, 6 .. 1,-- , /LAKE/ 1l'l rTr'lllh%JJl / l .�JJ/J/l 1,7/Y... a ( „ \ \ . ' \ ' ... • \ 0 / I' BASIN 'A' o if .. 1 s I Q01j11 / c" I o DISCHARGES TO LAKE WASHINGTON J / �����' I APR:''° / • ,�r. .� I Q / / CC BASIN 'B' � �2 ' —. :::. ,�G�� '.���o� 1 �I W \ ' '-' DISCHARGES TO JOHN'S CREEK .. / Z 1 /00-j (11. . ,, •<0i:••••., \ \ \ _ ! �: f/� � _ - , ' \ �� , =� ` \ z ICS to: I _ , ,., : „i„,./.., : , , . , , ,, ,,.. ,,,,...,,s.„.„, „..:. ,,,,,‘,, , t / - 0 , 2‘ , ""/:/ / 4 .... - ,:--, .. .,:i...'" \-. ----s\--2 N'---\/ ' 1 ,.,i17,./."'( i , ,,,ft ,.....,. ,_ ..,...." , ( , . %\:�\r :„.„ � _,. 7 //t ,.. , /III o/ v�,--- /,, tv ./--- - -- , „o›.' / / � ,I---- _. : - •-....,..„.. . ., //,.....,:, , \ ..„.....„ , . ,.- - - ii , • 11 . .. ......._ 7'.... -,,..-. / ' ! `• �lh�r ,r-J/JM b, �w Wg ' l ,, - 7 JJ J/lam' r'l .Jr-/l A/l lr - " . V ll , . C . ,L., //‘ % i _..... / „,,_ illa 1 T5 1 '.� rn 0 U tO II Q� O) a FIGURE 3D - EXISTING DRAINAGE BASINS 1 ''''' . 0 U I PROJECT SOUTHPORT DESIGNED BY: LPL DATE: 12-21-1999 PROJECT NO. C990570-01 CLIENT SECO DEVELOPMENT CHECKED BY: SCP SHEET 1 of 1 217 PILE STREET SUITE 300 SEATTLE,WA 98101 P206/343-0460 F206/343-5C3 COUGHL.IN PORTER LUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION • - MN VA SECROR 133DIWEFF 72 taflh RANCE 5 EAST.Wit . .) :::_ -_ mo t\ , ar \\ ,k 411 1 SCALE 1N-40 / �'i p ':vi..\s_,. • _.iii,_ i.,\. ,7; ...: is; ;°:3 „, • -•-. •-•"*.,.::.'..,:f? :',..--:3•••:;,.-:,-/. i., —.**7 .100t--:- . 74— , . . • , ..) dee. \ \ L/— ' \N•-.-'• \i'.'ll 1 '.... 7 ,r .„ - A/--4..... ,..,„.„,... :.„---,-..:-.,..: • .. ,.IP ... , ,,r--)0 ,q,k1 \ •1 /L 1K� l 'J.-r2A1.�'1Jr1 140)1�� ;\- / '' %J� �JJ/JIN ,'J r _ A.-:e, �► �� �. .,- ..--,.• r - �- ,��� •1� I �' 17 \\\. • 1 1\- : , ,. • .. 4--; ,,%/:, /7, ,,,,,,,:„..,_„..„,. .,,,_,_:,..‘.::::...,..,.....,.....:.. - . ,... "".--- .—_-_-. ---7- 1„J'''' --'177:- . . ".s. -.-!..0`.-----.%:-...r. --;-=,:;-- ---.. ' '' '.-- ‘-I' i \.--•-•yli 9 .. \r a � '.� '` ✓, • i 1 �; I\\--17 ,1 84: ,1 . ,\ . 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(37 ,, •...,- • -� / � �� •WA1Si OUPLITY Phi 892 D.OE 6TOHAWATF3T LWJJAL '! a ,,,,, Y.. �. r• �i / `O/ '/ •CONVEYANCE DPI FOR25YEAFI-24HOLEtNE iP81 `•r ;'lt. 7. . \ `. _ ., •art OF IENEOH SUIfACE WATEH.DESCN RAMA1 ', i 1,a, y / ' CONVEYANCE SMSI'BA PEI CRY OF FEfTOY1 COFS1 mam STANDARDS I .1 /l/ ,..I • �\ •UMW SLUE CF CO NEYANCE S!51B•''0.4i I./ /•7 //d `\° ` \ �•.J • FOR LN VIEEC RLL FLOP/VELOCITY/ � �� / •F309TN0 DECHARGE Etta WANTED AS //// %/ A --,,,;•,.-----,..-:--, \�' OFFSRE FLOW St-PASS PA1H / /' :`\ / -'� , . / or. • /J��Y �J/J�1J ��l rJ�Y / l / r— / / . 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'•-'^i 1.-=+•'a ...-. &c:.:e+i,ta'it3rkrr� -- [081, GEOTECH April9, 1999 CONSULTANTS, INC. 13256 NE 20th Street,Suite 16 JN 99037 Bellevue,WA 98005 (425)747-5618 FAX(425)747-8561 Seco Development 10843 Northeast 8th Street, Suite 200 Bellevue, Washington 98004 Attention: Jack Pauuw • Subject: Transmittal Letter—Geotechnical Engineering Study Proposed Southport Mixed-Use Development 1101 Lake Washington Boulevard North Renton, Washington Dear Mr. Pauuw: We are pleased to present this geotechnical engineering report for the Southport mixed-use development to be constructed in Renton, Washington. The scope of our work, consisted of • exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, and pavements. This work was authorized by your acceptance of our proposal, P-4797, dated January 28, 1999. You verbally approved additional subsurface explorations in accordance with our memo dated March 3, 1999. The subsurface conditions of the proposed building site have been explored with five test borings, eight cone penetrometer tests, and numerous shallow test pits. The explorations encountered deep deposits of alluvial soils overlying dense to very dense sands. Deep foundations will be required for the planned structures to limit post-construction settlement. A number of different deep foundation systems are feasible for the site. The existing piles beneath the power plant could be reused to support the new construction, if they are found to be sound above the water table. Slabs can be constructed on-grade where noticeable settlement relative to the foundations is acceptable. Pavements should be underlain by at least 12 inches of either imported granular structural fill or on- site soil that is chemically-treated with kiln dust or cement. Deep excavations, such as for utilities, will likely require dewatering and temporary shoring. The excavated soils will only be reusable as structural fill if it is possible to moisture condition them by aeration during hot weather, or by the use of chemical additives. DEV`LOPMWT PLANNING' CITY OFRENTON JUN 0 2 2C20 P C R'9E Seco Development JN 99037 April 9, 1999 Transmittal Page—Page 2 The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. st.r_ /\. � ;.,:o Marc R. McGinnis, P.E. Associate cc: Cary Kopcynski and Company— Kevin Wilger MRM: alt • GEOTECH CONSULTANTS,INC. GEOTECHNICAL ENGINEERING STUDY Proposed Southport Mixed-Use Development 1101 Lake Washington Boulevard North Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Southport mixed-use development in Renton. The Vicinity Map, Plate 1, illustrates the general location of the site. Development of the property is in the planning stage, and detailed plans were not available to us at the time of this report. Based on the conceptual development plans and discussions with representatives of Seco Development, we anticipate that the property will be developed with • numerous multi-story buildings. These structures will contain a mixture of residential, retail, and commercial space. We understand that all current structures on the site, including the old power plant, will likely be demolished. The locations and final uses of the buildings are still being evaluated. However, we anticipate that multi-family residential construction will occupy the northeastern and southeastern portions of the site. These structures will likely consist of four floors of living units over one or two floors of parking. The commercial buildings that will occupy the remainder of the site will probably be taller, but may also contain parking garages. Basements are not expected beneath the buildings. A 3-story parking garage is planned for the southwestern portion of the site. Open space and landscaped areas will be scattered throughout the development, with a potential promenade along the waterfront area. The main entrance to the property will still be from Lake Washington Boulevard North, at the southeast tip of the site. Site roads will loop between the buildings. It is anticipated that final site grades will be near, or above, the existing ground surface elevations. SITE CONDITIONS Surface The site is a large, irregularly-shaped parcel located on the south end of Lake Washington. The property is bounded to the east by Gene Coulon Park, to the west by Boeing property, and to the southeast by Lake Washington Boulevard North. Until recently, this property was utilized by Puget Sound Energy as the Shuffleton power generation plant. The existing plant, which is a large, concrete building housing oil-fired burners and steam turbines, is situated in the center of the site. Based on available documents, this building is supported on driven timber piles that extended to depths of 65 to 75 feet. Smaller structures, including a pumphouse, several outbuildings, and a storage warehouse, are the other remaining buildings. Two large above-ground storage tanks for — bunker oil have been removed from the northwest portion of the site. The 2 to 3 feet of gravelly sand fill that had been placed beneath these circular tanks remained at the time of our field work. Berms of soil and shallow excavations, resulting from recent environmental investigations and clean-up of near-surface contaminated soil, were scattered around the property. The Site Exploration Plan, Plate 2, illustrates the general location of existing structures on the property. The ground surface over the property is generally flat and at an elevation of.3 to 4 feet above the current level of Lake Washington. On the north half of the site, the ground is generally bare soil, GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 2 while the southern half is covered with asphalt or gravel. Based on a 1929 plan, the old lake shore was located only slightly north of the pumphouse. The area south of the development site remains in use by Puget Sound Energy as a storage yard for transformers and other electrical-related apparatus. A large substation is situated immediately south of the control house. High-voltage overhead power lines extend east to west along the south side of the substation and the southern edge of the southeastern "leg" of the development site. Subsurface The subsurface conditions were explored by drilling five test borings, then completing eight Dutch cone penetrometer tests at the approximate locations shown on the Site Exploration Plan, Plate 2. Additionally, we have observed the near-surface conditions exposed in several test pits and ditches that have been excavated at scattered locations around the site. The field exploration program was based upon the proposed construction and required design criteria, the subsurface conditions revealed during excavation, and the scope of work outlined in our proposal and addendum memorandum. The borings were drilled on February 16 through 20, 1999, using a truck-mounted auger drill. The initial boring, Boring 1, was started using hollow-stem auger methods. However, significant soil heave was encountered at a relatively shallow depth, so all borings had to be completed using mud rotary techniques. Samples were taken at 5-foot intervals with a standard penetration sampler. This split-spoon sampler, which has a 2-inch outside diameter, is driven into the soil with a 140- pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical engineer from our staff observed the drilling process, logged the test borings, and obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 3 through 18. The cone penetrometer tests were completed on March 15 through 18, 1999. These explorations were conducted using a Dutch cone, which is a static cone, with no pore water pressure measurements taken. At each sampling depth, the resistance to the cone's penetration was measured, then the friction sleeve was pushed downward to determine the frictional soil resistance at that depth. The penetration resistance is an indication of the soil's density, while the friction ratio corresponds to the gradation of the soil. The logs for the cone penetrometer tests are attached as Plates 19 through 26. The soils that underlie the site and vicinity were deposited by rivers and streams that have meandered through the Renton valley since the recession of the Vashon Glacier, over 10,000 years ago. The composition and density of these alluvial soils vary widely, depending on the velocity of the flowing water that deposited it. Fine-grained, silty or organic soils can often be found - in old oxbows and lakes that have been covered over by subsequent deposits. The Preliminary Geologic Map of Seattle and Vicinity (Waldron, et. al., 1962) maps the near-surface geology to consist of modified land, which has been leveled by past cutting and filling. The near-surface soils encountered in the explorations consist of loose, silty sand to sandy silt of varying color and organic content. This soil appears to primarily be fill. Pieces of wood and other small debris were observed in these loose soils. Underlying the fill is interbedded sands and silt that vary in gradation and silt content with depth. These alluvial soils are typically loose. However, GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 3 within the alluvial soils are layers of sand and silty sand that have been placed by faster flowing water and are denser. The thickness and density of these layers varied substantially between the explorations. Generally, there is a medium-dense to dense layer 10 to 20 feet thick occurring at a depth of 40 to 70 feet. Dense to very dense sands were encountered below a depth of 130 to 135 feet in the explorations on the north half of the property. This dense soil was revealed below a depth of 90 to 95 feet on the southern portion of the site. The conditions revealed by our explorations are generally similar to those that have been encountered in borings we previously conducted for office and commercial buildings located south of the site. These explorations also found variations in the thickness and depth of the denser sand layers. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings and cone penetrometers, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the logs are interpretive descriptions based on the conditions observed during drilling. Groundwater Groundwater seepage was observed at a depth of 3 to 10 feet in the explorations. With the exception of Boring 1, it was difficult to accurately measure the depth to groundwater in the borings, as the boreholes had to be filled with bentonite drilling mud to prevent heaving of the sands. However, shallow test pits and explorations consistently reveal a static water table occurring at a depth of 3 to 4 feet below the ground surface. The depth to groundwater will likely vary with rainfall and other factors, but the water table should be generally at an elevation similar to the level of Lake Washington, with a possible slight slope down toward the lake. CONCLUSIONS AND RECOMMENDATIONS General The explorations completed on the site encountered loose fill overlying deep deposits of alluvial — sands and silts. These soils are moderately compressible, and the use of conventional footings is unacceptable, due to the excessive post-construction foundation settlement that would result. Deep foundations embedded into the shallower, medium-dense to dense sand layers, or the deeper, dense to very dense sands should be utilized to support the planned buildings. A variety of deep foundation systems could be utilized on this project site. Driven timber piles embedded into the shallower medium-dense to dense layers could be used to support lighter foundation loads. Higher capacities can be achieved by augercast concrete piers or driven piles embedded into the deeper dense to very dense sands. The use of driven piles is preferable over augercast piers, due to the variable depth and density of the bearing layers. Driven grout piles and steel pipe piles allow GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 4 the most flexibility, as they can be extended as necessary to achieve the sufficient driving resistance for the design capacities. Regardless of the foundation type that is chosen, we recommend that a series of indicator piles be installed prior to starting driving of production piles. The pile hammer or drilling equipment used to install the indicator piles should be the same as what will be used during the remainder of the project. Two load tests should be completed on each type of pile or pier that is planned to be used. The purpose of these load tests is to correlate the results of the indicator piles with allowable design capacities. The deep foundation contractor's scope of work should include the completion of the load tests and indicator piles. Depending on the results of the indicator load tests, it may be possible to increase the allowable capacities beyond what are presented later in this report. The timber piles that underlie the existing power plant can be reused to support new construction. In order to verify their suitability to support the capacities presented in the Driven Timber Piles section, we recommend the following: • Expose the tops of several of the piles down to the level of the water table to observe the piles for indications of rot. The soundness of the piles should be verified by the structural engineer. • Complete one load test on an existing timber pile. We understand that these existing piles may support only a portion of a new building. If this is the case, then a small amount of differential settlement can be expected between sections supported on the new and existing deep foundations. The existing piles have already been subjected to loading, while the new piles would undergo some compression and settlement when the building loads are applied. We anticipate that the differential settlement will be less than approximately one-half inch, which should not result in significant structural distress. This differential movement may, however, create some cosmetic cracks in walls and finishes that span the transition between the existing and new piles. For this reason, the transition should be designed to occur between rooms, where the differential settlement will be less noticeable. On-grade slabs can be used where differential settlement relative to the foundations is acceptable. The Slabs-on-Grade section should be reviewed for considerations related to these elements. If floor settlement and cracking is not permissible, then the slabs should be supported on the deep foundations. The loose, silty condition of the existing near-surface soils makes them susceptible to softening under repeated traffic loads. To improve pavement performance, we recommend that at least 12 inches of imported granular structural fill, or 12 inches of chemically-treated on-site soils, be utilized beneath the base material. A significant geotechnical consideration for development of this site is the overly moist to wet condition of the silty soils. Based on our observations, and the results of our laboratory tests, the moisture contents of the on-site soils are significantly above optimum. These fine-grained, silty soils are sensitive to moisture, which makes them impossible to adequately compact when they have moisture contents even 2 to 3 percent above their optimum moisture content. The reuse of the on-site soils as structural fill will only be successful during hot, dry weather. Aeration of each loose lift of soil will be required to dry it before the lift is compacted. Alternatively, the soil could be GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 5 chemically dried by adding lime, kiln dust, or cement. Regardless of the method of drying, the earthwork process will be slowed dramatically. The earthwork contractor must be prepared to rework areas that do not achieve proper compaction due to high moisture content. Utility trench backfill in structural areas, such as pavements, must also be dried before it can be adequately compacted. Improper compaction of backfill in utility trenches and around control structures is a common reason for pavement distress and failures. Imported granular fill will be needed wherever it is not possible to dry the on-site soils sufficiently before compaction. It is likely that most utility backfill will need to be imported. The presence of loose, near-surface soils and a shallow groundwater table will make deep excavation difficult. Excavations extending near or below, the water table will likely require temporary shoring and dewatering. Due to the relatively flat grade of the site, it is not likely that a substantial amount of erosion will occur. However, in order to minimize the potential impacts of silt and mud on Lake Washington and the neighboring Gene Coulon Park, we recommend the following: • Erect a silt fence along the north and east sides of the site,prior to beginning major earthwork. • Maintain the existing asphalt pavement wherever possible to reduce the amount of bare soil. • Provide a truck-washing facility to limit the amount of soil carried onto surrounding streets. We anticipate that Geotech Consultants, Inc. will be involved during the plan development and construction stages. This will allow us to provide additional recommendations as necessary to deal with site conditions and to verify that appropriate results are achieved during foundation construction and site earthwork. -- Driven Timber Piles The lighter building loads may be supported on sound, pressure-treated timber piles driven into the uppermost layer of medium-dense to dense sands. The piles should conform to the specifications outlined in the Uniform Building Code (UBC) for end-bearing piles. Timber piles should have a minimum tip diameter of 8 inches, and they should be placed no closer than three pile diameters, center-to-center. An allowable compressive pile capacity of 25 tons can be used for piles driven to refusal. This capacity can also be utilized for the existing timber piles that underlie the power plant. Assuming 5 feet of penetration into medium-dense to dense sand, an allowable uplift capacity of 10 tons can be utilized in the design. Refusal is defined as 25 blows per foot for the last 1 foot of driving, when driven with a hammer that has a rated energy of 15,000 foot-pounds. Different refusal criteria would need to be developed for larger pile driving hammers. The piles should be marked in 1-foot increments to facilitate the recording of blow counts during the driving process. Refer to the General section for considerations related to test piles and pile load`tests. GEOTECH CONSULTANTS,INC. i Seco Development JN 99037 April 9, 1999 Page 6 We anticipate that timber piles that are driven to refusal will have total or differential settlements on the order of one-half inch. Lateral loads due to wind or seismic forces may be resisted by the piles and by passive pressure on the grade beams. Assuming an allowable lateral deflection of 0.5 inches at the pile head, and a fixed-head condition, we estimate that each vertical pile will have a lateralcapacity ca acit of 2 tons. Additional lateral load resistance will be provided by structural fill exerting passive earth pressures on the grade beams. This resistance can be assumed to be equal to that pressure exerted by a fluid that has a density of 300 pounds per cubic foot (pcf). A safety factor has not been applied to this value, which assumes that the fill is compacted to at least 90 percent of the maximum Modified Proctor dry density. Augercast Concrete Piers Augercast piers are installed using continuous flight, hollow-stem auger equipment. We recommend that all augercast piers be embedded into the dense to very dense sands, and not into the shallower, medium-dense to dense layers. Concrete grout must be pumped continuously through the auger as it is withdrawn. We recommend that augercast piers be installed by an experienced contractor who is familiar with the anticipated subsurface conditions and drilling depths. We recommend that the following capacities be assumed for an embedment of 10 feet into dense to very dense sands: Pier Diameter Allowable Compressive Allowable Uplift• (inches) Capacity(tons) Capacity(tons) 16 75 20 18 90 23 The allowable compressive capacities account for potential downdrag in the shallower sand layers as the underlying silt soils consolidate over time. For transient loading, such as wind or seismic loads, the allowable pier capacities may be increased by one-third. We can provide design criteria for different pier diameters and embedment lengths, if greater capacities are required. The minimum center-to-center pier spacing should be three times the pier diameter. Refer to the General section for considerations related to test piers and load tests. We estimate that the total settlement of single piers installed as described above will be on the order of one-half inch. Most of this settlement should occur during the construction phase as the dead loads are applied. The remaining post-construction settlement would be realized as the live- loads are applied. We estimate that differential settlements over any portion of the structures should be less than about one-quarter inch. We recommend reinforcing each pier its entire length. This typically consists of a rebar cage extending a portion of the pier's length with a full-length center bar. The maximum moment for each pier can be assumed to occur at a depth of 14 feet below the ground surface, with a point of fixity (zero deflection) at a depth of 19 feet. Lateral loads due to wind or seismic forces may be resisted by the piles and by passive pressure on the grade beams. Assuming an allowable lateral deflection of 0.5 inches at the top of the pier, and a fixed-head condition, we estimate that each vertical pier can be assumed to have a lateral capacity of 6 tons. Additional lateral load resistance GEOTECH CONSULTANTS,INC. Seco Development . . JN.99037 April 9, 1999 Page 7 will be provided by structural fill exerting passive earth pressures on the grade beams. This resistance can be assumed to be equal to that pressure exerted by a fluid that has a density of 300 pcf. A safety factor has not been applied to this value, which assumes that the fill is compacted to at least 90 percent of the maximum Modified Proctor dry density. Driven Grout Piles or Steel Pipe Piles Driven grout piles are a proprietary system installed by DeWitt Construction. The process involves driving a steel "boot" into the ground utilizing a pipe mandrel. As the boot is driven, grout is pumped through the mandrel to maintain an open hole. Upon reaching the defined refusal-driving rate, the mandrel is withdrawn while grout is pumped into the resulting open shaft. A rebar cage is then installed into the resulting grout column. The allowable compressive capacity will depend on the pile diameter and driving criteria, but allowable loads of at least 120 tons have been achieved on recent projects in the Renton area. The allowable lateral and uplift capacities would depend on the pile diameter, depth of embedment into dense to very dense sands, and the amount of reinforcing used. We can assist with determining these capacities if this type of deep foundation system is utilized. Steel pipe piles should have a minimum outside diameter of 10 inches and would likely need to be driven open-ended to more easily penetrate the shallower medium-dense to dense layers. Additional sections of pipe would be added and welded together as necessary to reach the dense to very dense sands. A wide variety of pipe diameters could be utilized, and the final driving criteria would need to be established once a hammer size is chosen. The following table summarizes allowable design capacities for two different pipe sizes: Allowable Allowable Pile Diameter/Wall Compressive Capacity Uplift Capacity Thickness(inches) . (tons) ` (tons) 12/0.25 70 15 14/0.50 90 17 An allowable lateral load of 4 tons and 6 tons, can be assumed for 0.5 inches of horizontal deflection at the tops of a 12-inch-diameter and 14-inch-diameter steel pipe pile, respectively. A's. with driven timber piles and augercast piers, passive earth pressure from structural fill placed against grade beams can be utilized to provide additional lateral load 'resistance. An ultimate (no safety factor) passive resistance of 300 pcf can be assumed for this passive resistance. The structural fill must be compacted to at least 90 percent relative compaction. Seismic Considerations The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 of the 1997 Uniform Building Code.(.UBC). In accordance with Table 16-J of the 1997 UBC, the site soil profile is best, represented by Soil Profile Type SE (Soft Soil). . ___ GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 8 Liquefaction The site is underlain by loose, saturated, alluvial soil consisting of silty sand, sand, and sandy silt. Current geotechnical analyses indicate that these soils have a moderate to high potential for liquefaction during a large earthquake. However, it is not possible to accurately predict where, and to what extent, soil liquefaction will occur during a large earthquake. It is therefore prudent to assume that soil liquefaction could occur beneath the site. The use of deep foundations is currently the best technology available for reducing the potential settlement and structural damage that could result from seismic liquefaction. The deep foundations should prevent catastrophic foundation settlement during a large earthquake, limiting the risk to the occupants of the buildings. The grade beams that will interconnect the piles or piers should improve the performance of the buildings in the event of seismic liquefaction, by spanning across areas of increased pile settlement or lateral movement. Slabs-on-Grade Slab-on-grade floors can be utilized where floor settlement of one to 2 inches relative to the foundations is acceptable over the long-term. If this is not permissible, floor slabs will need to be supported by the deep foundations. We strongly recommend that on-grade slabs be reinforced with steel bars to reduce, but not prevent, cracking from differential settlement. Where on-grade slabs and walkways meet doorways, they should be doweled into the grade beams. This allows the slab to "ramp" down and away from the foundation, reducing the potential for a downset at a door threshold, which could cause a trip hazard. The subgrade soil beneath on-grade slabs must be in a firm, non-yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported structural fill. All interior slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of coarse, free-draining structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls. In areas where the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6-mil plastic membrane, should be placed beneath the slab. Additionally, sand should be used in the fine-grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. Permanent Foundation and Retaining Walls No tall foundation or retaining walls are anticipated. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. Conventional concrete retaining walls would be supported on deep foundations to prevent excessive settlement and cracking. The following recommended design parameters are for walls that restrain level backfill: GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 9 Parameter.. Design Value Active Earth Pressure* 40 pcf Soil Unit Weight 130 pcf Where:(i)pcf is pounds per cubic foot,and(ii)active and passive earth pressures are computed using the equivalent fluid pressures. *For a restrained wall that cannot deflect at least 0.002 times its height,a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners in the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well-compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill Backfill placed behind retaining or foundation walls should be coarse, free-draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The sub-section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 10 The above recommendations are not intended to waterproof below-grade walls. The performance of any subsurface drainage system will degrade over time. Therefore, if some future moist conditions or seepage through the walls are not acceptable, waterproofing should be provided. This typically includes limiting cold-joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but will only help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. Excavations and Slopes No excavated slopes are anticipated other than for utility trenches and excavations for foundations. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 3 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil above the water table at the subject site would be classified as Type C. Therefore, temporary cut slopes greater than 3 feet in height cannot be excavated at an inclination steeper than 1.5:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. It is important to note that excavations extending below the water table will require shoring and temporary dewatering in order to maintain worker safety. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Utility contractors should be made especially aware of this potential danger. Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This could be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Drainage Considerations Foundation drains should be utilized around the perimeter of the structures and at the base of all earth-retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, -- washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. Underslab drains buried in a 9- to 12-inch layer of gravel should be included where the floor elevation will be close to the expected high groundwater level. We can provide recommendations for interior drains, should they become necessary, during excavation and foundation construction. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 27. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 11 Final site grading in areas adjacent to the buildings should slope away at least 2 percent, except where the area is paved. Pavement Areas The pavement section can be supported over the existing loose fill and alluvial soils, provided at least 12 inches of properly-compacted structural fill is provided beneath the crushed rock base or asphalt-treated base (ATB). This 12-inch layer of structural fill could consist of imported granular soil, or on-site soil that has been treated with kiln dust or cement to increase its strength. Because the site soils are silty and moisture sensitive, we recommend that the pavement subgrade be in a stable, non-yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. To evaluate pavement subgrade strength, we recommend that a proof-roll be completed with a loaded dump truck immediately before paving. In most instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill and fabric could be required. Recommendations for the compaction of structural fill beneath pavements are given in a later sub-section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly-loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt-treated base (ATB). We recommend providing heavily-loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily-loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements that are underlain by loose, compressible soils, some maintenance and repair of limited areas can be expected as the pavement ages. This is most likely to be necessary over utility trenches, around buried control structures, such manholes and vaults, and in areas of heavy truck or bus traffic. To provide for a design without the need for any repair would be uneconomical. General Earthwork and Structural Fill All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill placed under a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. GEOTECH CONSULTANTS,INC. • Seco Development JN 99037 April 9, 1999 Page 12 The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not compacted to specifications, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following.table presents recommended relative compactions for structural fill: 'Location of :.; Minimum Fill Placement i 'Relative Compaction"`-`': Beneath slabs or 95% walkways Behind retaining walls 90% 95%for upper 12 inches of Beneath pavements subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio,expressed in percentages,of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-78(Modified Proctor). Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the explorations are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on such larger construction sites. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. _ This report has been prepared for the exclusive use of Seco Development, and its representatives, for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. GEOTECH CONSULTANTS,INC. Seco Development JN 99037 April 9, 1999 Page 13 ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements will be the responsibility of the contractor. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 18 Test Boring Logs Plates 19 -26 Cone Penetrometer Logs Plate 27 Typical Footing Drain Detail Plates 28 and 29 Grain Size Analyses We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. �i` ?•a ar ni0 „t 27M5 'clSfYKF' • 4us.• /0NA1. `� 9A7 EXPIRES 10/2.5V7 Marc R. McGinnis, P.E. Associate cc: Cary Kopczynski and Company-Kevin Wilger MRM: alt GEOTECH CONSULTANTS,INC. 77L an ''/V` v .y / n u.7N, ..„��,: x ... enr• -,: ,`'Iu..ss-0.ST� '�s�• - '�,` i_'!>'`:,., J 1 2 pi. ••• `I`/ 11200 11600 cp Ably —�-- �` P AY • -4-' "i� • • N 40TFI ST c�' �i�Q. PL i.oN Y� _ p IJ00 z -Pie S1?1-- S F ' 31/ .'?,`3•r' - .,.. .,.•: N• 3fITH ST ,11 fNr„`(s�. 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[ , _ nr�r ,00 NE © b• a RIVER X ., -.;�. ` 1100 TN :P �i NE 0�'A ♦� w NE ST '�i T-a 'O \jr4xL z ¢� > 900 xi 6,N,= -'a'ti^ = ® 3300 7TH $37' I i \ = o +� r pl r 3`ya Ni /'. VICINITY MAP • .`;, GEOTECH CONSULTANTS,INC. 1101 Lake WashingtonRenton, W Boulevardashington North �-- — Job No: Date: Plate: 99037 March 1999 1 PLAN NORTH Lake oar � Washington —1 ���e i i ; • I Existing Waterfront j/ i i i 1 B-1 ®CPT-1 i <> i Not To Scale i e B-2 i I i i i i i i i i e B-3 ; i CPT-8 i O i ® CPT-2 i I j i Pumphouse i i Coulon i Park i ; / Power — i CPT-3® 5 Plant i .. i '. i 1:1 ` e B-4 El 'N i ®CPT-5 i 0 CPT-4 0 B-5 �',. I N. n ! ®CPT-6 Warehouse N. Shop/ I 1 I N•N Office Control I •N ®CPT-7 '. House N N. Legend N ,' 4 r n Approximate Location of Existing Building .�t` o� _ ®B-4 Approximate Location of Test Boring a`' � (Geotech Consultants, Current Study) ���'b� ®CPT-1 Approximate Location of Cone Penetrometer �'b JN Test(Geotech Consultants, Current Study) -v SITE EXPLORATION PLAN GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington i Job No: Date: Plate: 99037 March 1999 2 ti BORING 1 ��,cS"�1�a,0\ei ° ti �a�4 45 Description Gravel Dark brown, gravelly SAND, fine-to medium-grained, moist, loose - becomes wet 5 -- SP 5 1 • 10 — 1 2 I I I I Dark gray, silty SAND, fine-to medium-grained, wet, very loose 1 ' SM I.i i. Light gray SILT, low plasticity, wet, very loose 15 — ' ML 1 3 - becomes gray-green Light gray, gravelly SAND, medium-to coarse grained, wet, loose 20 - 8 4FE ISP I 25 _ 6 5g 30 — 4 6 - becomes very loose Light gray to brown, slightly sandy SILT, low plasticity, wet, very loose 35 — 2 7 ML 40— BORING 1 IS CONTINUED ON NEXT PAGE, PLATE 4 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: ILogged by.: I Plate: 99037 February 1999 SES • 3 BORING 1 continued 5 0 �c��5~°'� ��a^otie�)c 4t4a�4���S Description 0 4 8 1 . Dark gray SAND, medium-grained, wet, very loose _ SP 1 45 2 9 - contains some silt layers • 50 M=29.0% 25 10 1 :,::° Light gray, silty SAND,fine-to medium-grained, wet, medium- dense ISM 55 r 25 11 Dark gray SAND, fine-to medium-grained, wet, medium-dense SP 60 — M=21.9% 20 121 : Light gray, silty SAND with interbedded silt layers, fine-to medium- grained, wet, medium-dense I. 65 — 19 13V: 70 ISM M=43.1% 2 14 M - becomes very loose 75 -- 15 14 80 — BORING 1 IS CONTINUED ON NEXT PAGE, PLATE 5 BORING LOG GEOTECH 1101 Lake Washington Boulevard North -A/ CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: ' Plate: 99037 February 1999 SES 4 0 BORING 1 continued ��yti� �a%PO) e Description 2 16 N I I I I Light gray SILT, low plasticity, wet, very loose ML II 1 SM' Light gray, silty SAND interbedded with silt layers, fine-to medium- 85 25 17 !I I I:::I: grained, wet, medium-dense Bluish-gray SILT, low plasticity,wet, medium-dense ML II 90 — Light gray, silty SAND interbedded with sand layers, fine-to medium- - 25 18 grained, wet, medium-dense 95 — 33 19 SM - becomes dense 100 — 2 20 M - becomes very loose Light gray, clayey SILT, medium-plasticity, wet, soft 105 — 2 21E , ML 110 — 2 22 - sand lenses noted SP Light gray GRAVEL, wet, very loose 115 — 4 23 gj Light gray, clayey SILT, low plasticity, wet, soft ML 120— BORING 9 IS CONTINUED ON NEXT PAGE, PLATE 6 BORING LOG GEOTECH 1101 Lake Washington.Boulevard North CONSULTANTS,INC. Renton, Washington ,,.._. Job: Date: Logged by: Plate: • `�- 99037 February 1999 I SES 5 BORING 1 continued 4'if'12,v 'Se" 5�4 ��G Description 2 24 ; I Light gray, slightly clayey SILT, low plasticity,wet, soft ';;, ML 125 -- M=43.5% 2 25 Light gray, slightly silty SAND, fine-grained, wet, medium-dense to dense 130 M=23.4% 56 26 135 — 19 27 SP SM 140 — 34 28 - becomes fine-to medium-grained ` I 145 — 55 29 - becomes very dense 150 — 50 30 * Test boring was terminated at 151.5 feet during drilling on February 16& 17, 1999. * Groundwater seepage was encountered at 3 feet during drilling. 155 — 160 -- BORING LOG GEOTECH 1101 Lake Washington Boulevard North '� CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 6 O� BORING 2 < 5 O 4�5,� �ati�Rti0 �S �a�Qtie�SG� Description Gravel over Light brown, sandy SILT with gravel, low plasticity, moist, loose (FILL) FILL 5 .— Push 1 H Dark brown, sandy SILT interbedded with sand layers, very moist, very ML loose 11 10 - 4 2 Light gray SAND with gravel, medium-to coarse grained, wet, loose 15 — 10 3 20 — 7 4E 25 — 4 5 SP - becomes fine-to medium-grained 30 — Push 6 35 — 6 7g 40— BORING 2 IS CONTINUED ON NEXT PAGE, PLATE 8 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 I SES 7 BORING 2 continued ° • .Qce, 4�aro ° 4 40. \y, Description 11 8 - some gravel noted, medium-dense .. SP 45 8 9 - becomes loose IT Light gray, silty SAND interbedded with silt layers, fine-to medium- - SM grained, very wet, loose 50 Light brownish-gray, slightly sandy SILT, low plasticity, interbedded with M=So.s/ 2 10 I sand layers, wet, very loose 55 — 3 11 ML - no sand layers 60 — 40 12111 Light gray SAND, fine-to medium-grained, wet, dense SP 65 _ 2 131 Light brownish/greenish-gray, slightly sandy SILT, low plasticity, wet, _ very loose _ ML 70 — 24 14 M Light gray SAND, fine-to medium-grained, wet, medium-dense SP - _ 75 — 4 150 Greenish-gray, slightly sandy SILT, low plasticity, wet, very loose ML _ 1111 snn Gray, silty SAND interbedded with sand layers, fine-to medium grained_wet BORING 2 IS CONTINUED ON NEXT PAGE, PLATE 9 • • BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: _ Date: Logged by: Plate: 99037 . February 1999 SES I 8 o� BORING 2 continued ati� �0S{40 4ti� `�,c0, $0, \F • - Description M=25.4% 41 1611 'I:11:1 - dense SM Gray, slightly gravelly SAND, fine-to medium-grained, wet, very dense 85 — 84 171 SP 90 — 18 18 i ML I Light gray, slightly sandy SILT, wet, medium-dense * Test boring was terminated at 91.5 feet during drilling on February 24, 1999. * Groundwater seepage was encountered at 9 feet during drilling. 95 — 100 — 105 — • 110 — 115 — 120— • BORING LOG GEOTECH 1101 Lake Washington Boulevard North ,44 CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 9 oti BORING 3 2 a tio <�o tie 5 � yti� ,sere �� a"4 �5G Description _ Gravel over FILL Light brown, silty SAND with some gravel, fine-to medium-grained, very moist, loose (FILL) 5 — Push 1 slnnl Light gray, silty SAND, fine-grained, wet, very loose II Light gray SAND, medium to coarse-grained, wet, loose 10 -- 8 2 15 — 6 3 SP 20 _ 11 4N 25 _ 7 5I • 30 — F.4 6 G7 - becomes fine-to medium-grained I ' 35 — 1 7 i I Light grayish-brown, slightly sandy SILT, low plasticity, wet, very loose ML - becomes sandier 40 BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 11 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington ~OMJob: Date: Logged by: ( Plate: u�J= 99037 I February 1999 SES 10 ti BORING 3 continued 45 4,spY 4 $0 Description 2 8 � I,� (continued from previous page) it , • ML . 11 45 --- 11 9 .;I i • sm Light gray SAND,fine-to medium-grained, wet, medium-dense r — I 1 Light gray, sandy SILT interbedded with layers of sand, low plasticity, i i wet, very loose 50 — . ML 2 101 • Light gray, gravelly SAND, medium-to coarse grained, wet, medium- 55 dense to dense 48 11 60 34 121 SP 65 29 131 70 — 27 14 75 -- 7 I lit : Light gray, silty SAND, fine-to medium-grained, wet, medium-dense 23 15 ..I:.: ; SM , — ial°lil 1 DAL 1 Light greenish-gray, slightly sandy SILT, low plasticity, wet, loose BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 12 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington �.�. Job: Date: Logged by: Plate: 99037 February 1999 SES 11 BORING 3 continued etiti•tier a4 �09' 4�� `�9z `�,�a' 4 $0, ��G Description M=40.2% 4 16 ':i I J (continued from previous page) IML 111 •85 — I .. 68 17 SM Light gray, silty SAND, fine-to medium-grained, wet, very dense Light gray, slightly gravelly SAND, medium-to coarse grained, wet, very • dense 90 — 50/5" 18 Sp - less gravel 95 73 191 Light gray SAND, fine-to medium-grained, wet, very dense 100 — 26 20 1 - becomes siltyand medium-dense �SM i 105 — 21 21 Light gray, clayey SILT, medium-plasticity, wet, stiff 110 — 2 22F - becomes soft ML 115 — M=40.2% 3 23E 120 — - - - -•- - - -•- - - - -•- - - - --- - - - - - - -•- --- -•-•- -•-•-•-•-•-•- -•-•-•-•-•-•-•- -._._._._._._.. BORING 3 IS CONTINUED ON NEXT PAGE, PLATE 13 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 I SES _ 12 li Oti BORING 3 continued e 4e, ,��4acti� �e�rs to A.6? 5 ,Sa 4 a �5G Description 1 241 (continued from previous page) 125-- 6 2511 - becomes medium-stiff ML -- 130 — 2 261 - becomes soft � — I 135 — 40 271 Light gray SAND,fine-to medium-grained, wet, dense 140 — _ 52 28� sP - becomes coarser, very dense 145 - 57 29 E * Test boring was terminated at 146.5 feet during drilling on February 24&25, 1999. * Groundwater seepage was encountered at 7 feet during drilling. 150 — 155 — 160 — BORING LOG GE O TE C H 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date:. Logged by: Plate: 99037 February 1999 SES 13 oo� BORING 4 9Q' ,0ti0gti° 4� 5°�� ,\)G Description Gravel over FILL Light brown, silty SAND with gravel, extensive organics, fine-grained, very moist, loose (FILL) Light gray SAND, medium-to coarse grained,wet, loose 5 _. 5 1 10 — _ 7 2 15 6 3 -with some gravel 20 — - becomes gravelly - 8 4 SP 25 _ 14 5 a - becomes medium-dense 30 — 10 6 E - becomes fine-to medium-grained _ 35 — 13 7 g -with trace of silt I I I I Light brown, sandy SILT interbedded with sand layers, low plasticity, ML wet, very loose BORING 4 IS CONTINUED ON NEXT PAGE, PLATE 15 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES 14 5 0 BORING 4 continued �5,� 4aaoti��tio �c a ��e icy Description 9 5 . M=51.7% 2 8 I (continued from previous page) r 'I 45 — 6 9 I ML - becomes light gray r , 50 — Light gray, gravelly.SAND, medium-to coarse grained, wet, medium- M=22.1% 27 10E dense 55 - 38 11 - becomes dense r _ r 60 — 22 11 - becomes fine-to medium-grained, medium-dense 65 _ 13 13E - becomes gravelly 70 — SP 6 14 . - becomes medium-to coarse grained, loose 75 —' 28 11 - becomes medium-dense Mom! Greenish-gray, sandy SILT, low plasticity, wet, very loose 80 BORING 4 IS CONTINUED ON NEXT PAGE, PLATE 16 BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: (Date: 1Loggedby: Plate: 99037 February 1999 SES 15 I 5 ooti BORING 4 continued 4.°' ,sp, 4� �a�4 �5G Description M=53.1% 3 1611 (continued from previous page) IIML 85 - 30 1711 SM Gray, silty SAND,fine-to medium-grained,wet, dense • Gray, gravelly SAND,fine-to coarse-grained,wet, very dense 90 50/5" 181 SP 95 -- 53 191 * Test boring was terminated at 96.5 feet during drilling on February 18, 1999. * Groundwater seepage was encountered at 4.5 feet during drilling. 100 — 105 — 110 — 115 — 120 — BORING LOG GEOTECH 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: 99037 February 1999 SES I 16 I BORING 5 40aro\.0�� Sae G Description FILL Gravel over _ Light brown, sandy SILT with some organics, low plasticity, moist,very loose(FILL) — s Light gray, silty SAND, fine-to medium-grained, moist, very loose i 5 1 1 SM I I 10 — 7 2 Light gray SAND, fine-to medium-grained, wet, loose 15 -- 18 3 I -with trace gravel, medium-dense SP 20 _ 18 4 Light gray, sandy SILT, low plasticity, wet, very loose - - - 25 — i 2 5I ` -- i 30 — M=41.4% 2 6 - — i 35 — 17 7 Dark gray SAND,fine-to medium-grained, wet, medium-dense SP BORING 5 IS CONTINUED ON NEXT PAGE, PLATE 18 BORING LOG GEOTECI-I 1101 Lake Washington Boulevard North CONSULTANTS,INC. Renton, Washington Job: Date: Logged by: Plate: �����" 99037 February 1999 SES 17 L� I 5 00� BORING 5 continued s �9�5ti�fi 4�e�ti�vtio ��i4�aA BSc, Description �� 9 8 -with trace gravel, loose 45 — SP 16 9 - becomes medium-grained, medium-dense 50 — 3 10 Dark gray SILT, low plasticity,wet, very loose ■u 55 — 3 11 ML - becomes olive/greenish-gray r - 60 — 2 12 - becomes sandy 4 — Dark gray, gravelly, silty SAND, medium-to coarse grained, wet, 65 M L =12 9% 28 13 ! ' •. medium-dense 0 w _ _ 70 40 14 S ' - becomes dense to very dense mei 111. 75 — 53 15 .. I 1. * Test boring was terminated at 76.5 feet during drilling on February 18 & 19, 1999. ki, 80 — BORING LOG GEOTECH 1101 Lake Washington Boulevard North le CONSULTANTS,INC. • Renton, Washington AMP Job: Date: Logged by: Plate: 99037 I February 1999 I SES 18 CPT-2 . 4*. Cone Penetration Resistance • (ton/sq.ft) Friction Ratio M.) • " Soil Interpretation 0 100 203 330 400 0 5 10 15 0 1 i 0 Gravelly Fill \ z ^ I Clayey SILT; very soft - C tiltill SAND,. loose l • Silty SAND; medium-dense • 'til O C'� 20 — - - - � • 20 •' Clayey SILT; hard 40 40 SAND; dense to very dense (7 ✓ • Gravelly SAND; dense ------- 60 -c-.. I � SAND; medium-dense to dense Depth • C.. p Below co O Ground 1 w� Q Surface(ftj I I Clayey SILT; hard .'V� r4 Silty SAND; medium-dense to dense ED 100 - — —-- --- -- 100 g O r.t.r • becomes less silty -p `J ��� i Sandy SILT; hard • 0 N 4 . O 120 - .. .. ! -t, ...._ 120 = �. H becomes very hard j • Silty SAND; medium-dense vo Q �I to = I 140 = W i ' SAND: medium-dense co yI C1 t30 • .... .... . ................. 160 o o n- y ' 4 . . - . . . . CPT-3 ( . . Op- — Cone Penetration Resistance (ton/sq.M Friction Ratio(%) •• Soil Interpretation - 0 1 CO 2C0 oao 4C0 0 5 1 0 0 I I . 0 • Gravelly Fill \II On' III) I 1 , till Po _________ 1 c.......,:i._ _ ______ ____ • • ___ _ lc, •• Sandy SILT; very soft •' SAND. medlum-denae • Silty SAND. medlum-dense til . (10) ________ 20 •' becomes loose • 1. . PZ _ 30•-— • Sandy SILT; medium-stiff i • SAND; dense to very dense C-. s Depth qo _______ __ 1._____. _. 0 1 (01) Below co Z C) 0 Ground • becomes medium-dense o 0 (4.. Surface(ft) 50 Ii›..1 50 • . 0) -g t7 X CD 17)..i . so " 0) =•-s• t•D 5 1--'--1 60 -- ----' .. ._.R § .?4. El- 4 • , --------- _ - = 70 11) 6 0 ___--- "' •• Sandy SILT; hard • C/) =- g • SAND; very dense = , (0 1/41 • o ct, trj 13 a3 P:i eo . 90 C1i _ 0 cp . . . . . ._.. • CPT-4 . . . ( . 4000.. . . . . 11 , 1 . 2 0 z 1,1 0 0 > ki4 -.. n n Z II:4: . . ' 0°Cone Penetration Resistance (ton/sq.ft) 1C0 2C0 wo 4C0 1 i . . • 0 . riction Ratio(%) .i____ 2. ' 1 I' !"---- , 4 —7: 6 0 — 20 - Gravelly Fill.. - Silty SAND; loose Soil interpretation •• -SANDi medium—dense to dense • Sandy SILT; medium—stiff to stiff • SAND; loose to medium—dense • Clayey SILT; stiff . . . --..„..... 1 Sandy SILT; atilt . •C---F , I. . -y.__H I . , ,-- Depth •• ' becomes less silty (... Below 0 n Ground ; I 1 • • becomes hard • co Surface(Ft) I ------- .60 Z 0 . . . , --„... . „, • - 7:, .(10 *CH 1 • 1< • SAND; medium—dense to dense . 1 — . _l___ •' Sandy SILT; hard o cn H- P. •-.?:. 1-3 1 'MENEM. I i <--.....i •• SAND; very dense • • IF •I• - . —I = , - 120 . IICi) -----7 ._ .._. __ ________ _ _._____ _ _______ _ ___ _ _ ______ a •-% •••. Ct. oii R . 0 cA N 1_3 = . • . • CPT-5 p4 Cone Penetration Resistance (ton/sq.ft) Friction Ratio(/) ' Soli Interpretation 0 100 200 320 400 0 5 10 0 i i 0 0 0 — ' Clayey SILT; very soft Z tiii 1 • SAND; loose .5/5 � 2D - ^ • ' becomes medium-dense to dense `(�1 becomes gravelly; loose 30 - --- —--- --- 30 Sandy SILT; medium-stiff Depth Below ' SAND; dense to very dense L. ^ Ground 40 --.—..-— -- - - - -- 40 CD a _a l l Surface(fl) i co O y.. I i 50 - - - - 50 co pr CD a° 0~ I § 63 . . I 60 CnL�7 I MIIMMIll * ^r1 Xi • 03 VTI = g 0-3 _.... ..._...... _.... .........._ 80 _, = < -- gli z tii . W 0 g y y i 9 ' • CPT-6 I*. Cone Penetration Resistance (tonlsq,ft) Friction Ratio(%) " Soll Interpretation 0 100 200 320 . 400 0 5 • 10 15 0 + ; 0 Gravelly Fill I! z t I Clayey SILT; soft P • I i oni 0 10 -... — - — - ---- -- — to ►) SAND; medium-dense Z M\ 1 20 -- — —----- — -- ----- ---- 20 becomes loose (� 1� ._ • Sandy SILT; medium-stiff to stiff ' ..: 30 30 . L. -.aDepth • O Below i __..._. 40 SAND; medium-dense to dense co co* Q Ground I w Q O Surface(ft) �r — 14. _. N 4 j -- _ becomes silty - CD b - tV * \u I---- - 50 . 4 • 0. 0) I 1 = 7 becomes dense to very dense r - • Clayey SILT;. hard co Q Q I i •• SAND; medium-dense to dense • 4 = 0 - i ` becomes very dense a CO SO Z A = y . • CPT-7 00. Cone Penetration Resistance (ton/sq.ft) Friction Ratio(%) •' Soil Interpretation 0 100 2C0 300 400 0 2 4 6 8 I 1 0 i ' SAND; medium—dense p Clayey SILT; soft Z M i' SAND; loose to medium—dense OT •' Sandy SILT; soft to medium—stiff ►r I SAND; loose . ... T._ I 20. •• P FIN1 • becomes medium—dense to dense 30 I Depth • Below 40 ------------- — — — 40 g l 1 Ground j ' Silty SAND; medium—dense m Z Surface(ft) ' Sandy SILT; stiff ✓O O i 1 r- 4 '— — — 50"" — """" SAND,' medium—dense to dense 71.CO j p z C� 1 I *2 ) o �o O 70 Cr) = becomes very dense to O tQ C -� . 80 __..... ........_.............._._...__.I_.... i Bo EU z y w 0 till Cip = y CPT-8 .000,. -----_.. ._ ._ •-----------------•----_.._._--- _ .— 7 Cone Penetration Resistance Friction Ratio(Y) • Soil Interpretation (ton/sq.tt) 0 t00 2C0 300 400 0 5 10 0• { { i 0 ' Gravelly Fill 0 ^ ` SAND; loose 1�1 • Sandy SILT;.soft to medium-stiff • z I {— 10 O 10 - -- - • i ' Silty SAND; medium-dense i gm ------__- _---___ — 20 ' becomes more silty 20 - r .. ^ I I • ' SAND; medium-dense F+�t - - - Sandy SILT; stiff . Silty SAND; medium-dense to dense Depth . —1. /� Below tO l 1 Ground. • 0 0 Surface(ft) _ _-- ' --- 50 Sand; very dense 1.. I—•. 4 It eo ' § F... aj 4 '- - - 80 '' _ 90 iii z t to 0 y I I - I �., __ I Slope bockfill away from foundation. . \ I ‘ ‘ TIGHTL/NE ROOF DRAIN Do no/ connect to fooling drain. BACKFIL L I See text for � — VAPOR BARRIER requiremenls. SLAB • � r • � 4"min. WASHED ROCK ° �, ' 6 min. FREE'-DRAINING SAND/GRAVEL NONWOVEN GEOTEXTILE FILTER FABRIC 4"PERFORATED HARD PVC PIPE Invert al leas/ as low as fooling and/or crawl space. Slope to drain. Place weepho/es down word. --1 FOOTING DRAIN DETAIL _ , 44 GEOTECH 1101 Lake Washington Boulevard North `- CONSULTANTS,INC. i Renton, Washington ' _ Job No: I Date: I . • I Plate: 27 99037-1 Apn11999 ( SIEVE ANALYSIS HYDROMETER ANALYSIS 1 SIZE OF OPENING IN INCHES J NUMBER OF MESH PER INCH US STD GRAIN SIZE IN MILLIMETERS Q ul _ _ u m m O o0 o O C ' O b O o o O N 07 'A W N '� A N � y m O Oi p O O O 0 O O 01 A W N m 01 A W N ° I .5.4.., Ir. 100 10 • 90 1") , 20 -13 Z \J 30m m Ch � 0 rn SO m Z 50 i 6. Z zi CD m 80 F '�a0 m m 70 .=.1 ` X 30 Cr , 80 0CD WO0 20 —� r- fn' 90 � to 1' - 2 . • • •�� CD 1 i -I f_7 i 1 I I • I I I I I I I I- I I I I I I I I A. 100 SQ 2. N .W N - m Cr, . W N L. b O y W N � O S O O O O CLOD Q�.N '^ 0 O O O 5 CD O O O O O co T d m at A W N 5 V1�1. �� 5 N GRAIN SIZE IN MILLIMETERS FINE I COARSE MEDIUM FINE I FINES CO p I, COBBLES I COARSE GRAVEL SAND 1 OC TEST PI DEPTH SAMPLE MOISTURE KEY SYMBOL SOIL CLASSIFICATION • ' - ......-1 = c 50' 10 2`1°/d o SM S ] LTy SP\N 0s' 1 60, iZ 2► .`1,0 0 3 M SILTY 5 N 9 CA Z 0" 2 Co 23•4 /o S M S ir_T.y S A N D 1 SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES NUMBER 'OF MESH PER INCH US STD GRAIN SIZE IN MILLIMETERS OP- N wU p� m 0 0 0 O O OOOOObO - g . I OO N O� A W N — N_�� A A m O O O O O p O p 0 A W N co m A W N O 7 _ IY�1�� «*moo. w 90 10 I� 80 20 tii �70 30 m COZ z--I› y60 . 73 40O z 50 50 m x In i {40 60Z g m m 5 x 2 30 4.'\ 70 --1 0 Z 0 20 80 W O .— r G� . l0 90 CD a6 C a I ILI I I I r . .I 11 .1 1 -1 I I I I I 1 I IIII -CC00 I00 (p • W to 0 O's0 0 W N .. 6) On A id N -- b N b W. iv0 O O O O O O 0 0 p O O O O O O CD 0 d W N 0 (n ' CIDCO O� A Co N GRAIN SIZE IN MILLIMETERS COBBLES COARSE FINE COARSE I MEDIUM I FINE FINES • • GRAVEL SAND Q �p Q yy. TEST PIT DEPTH /SAMPLE MOISTURE KEY SYMBOL SOIL CLASSIFICATION • 0 rn r LI 501 ' I0 22 % ° 5P/5M SP1N0 ��-, 5 Cos' 13 - I °vo 3M 51LTY 5P\HD • O. z Ni 0 - M. rrr 13256 ivo� ea�lUth street,Suite 16 GEOTECH Bellevue.Washington 98005 CONSULTANTS, INC. (425)747-5618 FAX(425)747-8561 January 3, 2000 JN 99037 Seco Development RECD JAN 0 5 2000 10843 Northeast 8th Street, Suite 200 Bellevue, Washington 98004 Attention: Rex Allen via facsimile: (425) 637-1922 Subject: Results of Pile Load Tests Southport Project 1101 Lake Washington Boulevard North Renton, Washington Dear Mr. Allen: We have completed our analysis of the results for the load tests that were completed on the driven piles installed for grout the testing program. A total of four piles were installed for load testing, with an additional pile being driven along the western side of the site for vibration monitoring on the Boeing property. We observed the installation of the four test piles and some of the piles that were driven to support the reaction frames for the testing apparatus.. A Vulcan 010 single-acting air hammer with a rated energy of 32,500 ft-pounds was used for the pile installation. TEST PILE DIAMETER APPROXIMATE LOCATION DRIVEN LENGTH FINAL BLOWS FOR DRIVING 1 14 inches Center of site, west of power 58 feet 25-30 per foot for plant the last 10 feet 2 16 inches Same location as Test Pile 1 53 feet 25-35 per foot for the last 10 feet 3 16 inches Center of site, east of power 70 feet 17 per foot for the plant last 2 feet 4 14 inches Northeast corner of site 83 feet 35, then 62 in the last 2 feet Based on the results of the load tests, we recommend the following design criteria for compressive capacities: • 14-inch diameter Allowable Compressive Capacity of 125 tons for at least 5 feet of penetration at greater than 25 blows/foot. • 16-inch diameter Allowable Compressive Capacity of 150 tons.for at least 5 feet of penetration at greater than 25 blows/foot. These values assume that a similar-sized hammer will be used for the production driving. If a different hammer is used, we will need to re-evaluate the driving criteria. A minimum pile length of 50 feet below the existing ground surface will be required on the southern two-thirds of the site. Boring 5 indicates that pile lengths up to 70 feet could be needed in the southeast portion of the GEOTECH CONSULTANTS, INC. • Seco Development JN 99037 January 3, 2000 Page 9 2 site. On the northern one-third, a minimum length of 70 feet will be required. The minimum lengths are just that, they are minimum penetrations below the existing ground surface. It is likely that variable lengths will be necessary to achieve the desired refusal criteria. During the pile installation, we noticed that less care was taken for the installation of the reaction piles. This may have caused necking, as even a single rebar was difficult to install. Due to the apparent sensitivity of these piles to the:installation process, we recommend that sonic testing be conducted on random production piles to verify integrity of the grout column. It seems that completing this testing on a minimum 5 percent of the piles would be reasonable. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. g: Mc0 WAS/114,.o 4-• Q 4, 27845 4 CISTE0 +(V `S"O N A L E`�G, y 00 EXPIRES 10/25/zooll Marc R. McGinnis, P.E. Associate cc: Cary Kopczynski - Kevin Wilger via facsimile (425) 455-2091 MRM: alt GEOTECH CONSULTANTS, INC. GE O T E C H 13256 Northeast 20th Street,Suite 16 CONSULTANTS, INC. Bellevue,Washington 98005 (425)747-5618• FAX(425)747-8561 January 3, 2000 JN 99037 Seco Development 10843 Northeast 8th Street, Suite 200 Bellevue, Washington 98004 Attention: Rex Allen via facsimile: (425) 637-1922 Subject: Results of Pile Load Tests Southport Project 1101 Lake Washington Boulevard North Renton, Washington Dear Mr. Allen: We have completed our analysis of the results for the load tests that were completed on the driven grout piles installed for the testing program. A total of four, piles were installed for load testing, with an additional pile being driven along the western side of the site for vibration monitoring on the Boeing property. We observed the installation of the four test piles and some of the piles that were driven to support the reaction frames for the testing apparatus. A Vulcan 010 single-acting air hammer with a rated energy of 32,500 ft-pounds was used for the pile installation. TEST PILE DIAMETER APPROXIMATE LOCATION DRIVEN LENGTH FINAL BLOWS FOR DRIVING 1 14 inches Center of site, west of power 58 feet 25-30 per foot for plant the last 10 feet 2 16 inches Same location as Test Pile 1 53 feet 25-35 per foot for the last 10 feet 3 16 inches Center of site, east of power 70 feet 17 per foot for the plant last 2 feet 4 14 inches Northeast corner of site 83 feet 35, then 62 in the last 2 feet Based on the results of the load tests, we recommend the following design criteria for compressive capacities: • 14-inch diameter Allowable Compressive Capacity of 125 tons for at least_5 feet of penetration at greater than 25 blows/foot. • 16-inch diameter Allowable Compressive Capacity of 150 tons for at least 5 feet of penetration at greater than 25 blows/foot. These values assume that a similar-sized hammer will be used for the production driving. If a different hammer is used, we will need to re-evaluate the driving criteria. A minimum pile length of 50 feet below the existing ground surface will be required on the southern two-thirds of the site. Boring 5 indicates that pile lengths up to 70 feet could be needed in the southeast portion of the GEOTECH CONSULTANTS,INC. Seco Development JN 99037 January 3,2000 Page 2 site. On the northern one-third, a minimum length of 70 feet will be required. The minimum lengths are just that, they are minimum penetrations below the existing ground surface: It is likely that variable lengths will be necessary to achieve the desired refusal criteria. During the pile installation, we noticed that less care was taken for the installation of the reaction piles. This may have caused necking, as even a single rebar was difficult to install. Due to the apparent sensitivity of these piles to the installation process, we,recommend that sonic testing be conducted on random production piles to verify integrity of the grout column. It seems that completing this testing on a minimum 5 percent of the:piles would be reasonable. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. g. Mco Q4,� ov WAS/�r,4,% i i F 1 •0 27845 tq� ' 'P4'Q1STE4 +4' �5'SfO N A L S - � �100 EXPIRES 10/26/zpp7 Marc R. McGinnis, P.E. Associate cc: Cary Kopczynski - Kevin Wilger via facsimile (425) 455-2091 MRM: alt GEOTECH CONSULTANTS, INC. _ F- r ii E Precision 18740 East Aschoff Rd,Rhododendron,Oregon 97049 Measurements, Inc. v19 /2_Zi-9q4110 December 14, 1999 DeWitt Construction,Inc. 12919 NE Hwy 99 Box#10-332 _ Vancouver,WA 98686 Project: South Port Development,Renton,Washington Subject: Static load tests performed in general accordance with ASTM 1143 Items: Test#1, 14"*58'driven grout,tested on 12/6/1999;Test#2, 16"*53'driven grout, tested on 12/7/1999;Test#3, 16"*70'driven grout;Test#4, 16"*83'driven grout Dear Sir: This report contains all required test data for the load tests performed on 12/6/1999 through 12/9/1999 at the South Port Development site in Renton,Washington. on Calibration information for the load cell is also included. The Davisson load cell was last ofca lib at Gdear 3/25/1998. The calibration was alson labs in found in the backrof the rd eport.A copy _ regression analysis and the calibration readings are ndard Method of ing The pile load tests were conducted in accordance Specifically, procedures outlaned under paragrapht5 6 Piles Under Static Axial Compressive Loa (ASTM D 1143-81), Quick Loading Procedure were used,with modifications for cycling the test load at twice the design load. Test loads for the compression testing were applied with four 100-ton capacity hydraulic rams connected in parallel, through a calibrated hydraulic eel test frame consisting of auge, to an llwlyo 36'eb ams held iraulicn place pump. The reaction for the jacks was provided by a by attachment to six reaction pile,threeof the each e top were hmeeasured Load us ng four micrometer d'al monitored gages _ the Davisson load cell. Deflections p supported on an independent wood reference system. The dial gages have two inches of throw and are accurate to+/-0.001". - Displacement in Inches -. Test Pile 20_ 220 tons 240 tons 0 tons 300 tons 0 tons „ 0.086" 0.634" 0.176" 1 14"'58' 0.369 2 16"*53' 0.416" 0.117" 0.645" 0.191" 0.452" 0.165" 0.690" 0.251" 3 16"*70' " 4 14"*83' 0.543" 0.162" 0.186 Sincerely, Bruce C Lane South Port Development, Renton , Washington Driven Grout 14" * 58' - Compression Quick Load Method - tested 12/6/99 0 Displacement in Inches 0.2 -"I" ---ilitliii maj - -— 1111lig • - 1 --4111 _ _ --i- • 111111141P611 0.3 'Ili - 'aimi lig 0.4 1111i --.. - -..„-- - - as I-- i 0.5 ii 1 pir_ di Rom .....b.. on 1 siram . a smotekibi Irri AI kli Issilims miliptal 1 11-ikra nom a i sola inn lomm. 1.17,110111.0.14 sommodlimma 0.1.1.4.17 Iowa aimplommom a 1 .0 50 100 150 200. 250 300 350 Load in Tons Precision Measurements, Inc. South Port Development, Renton , Washington Driven Grout 16" 53' - Compression Quick Load Method - tested 12/7/99 0 Displacement in Inches 4i4ir: _r.__ _ 1 � -yJk milim 0.1 ..._---- 201_,Imawia la p Nu prin ii _ 02 IlL1111 ,4111tm gi Ems no -111-"Itt-""Mil%rmat - • - 11111110 - I 0.4ija....___ ,.... .... 0.5 ........ mm malaim mmamossamms mmummoinu mu mmommIlimemigpoginj mgmlimmirm ammir Egimmansolp millonmsom ammo Ms ma IT moommil imm.... mallamm ... , mmammomm mummissumommgams mil 111 minssammun lignmammammumm_ rim maimminnummiss umumismemsommigiv Ms nommammossimMis _ MOOmmammumummiLT milmmilaimmammumumns 1 .0 solmmom 50 100 150 200 250 300 350 Load in Tons - __ _._.,.., nnoOCIIrPments, Inc. South Port Development, Renton , Washington Driven Grout 16" * 70' - Compression Quick Load Method - tested 12/8/99 0 Displacement in Inches - I I _ _ -1__ legarillillilirlive 0.1 ii- - 0.2 wui-,-,..,--rau.u.__ - - - -- - so iiiiirminvYmanallitabt - mil Nos, - - a Ea - a 0.3 tairsimomm ....jihmil, _II ni me 0.4 --o--1- -...-_-7--miVi limn _ .., _iiii isign ili - A 111111111111610111 11111111111111M4 lijaantrill--r - 1 0.5 -- a immommon mom ____Nt..._ a sommllonsomis. somma --aainumi _ Nommummbiolimm irmmon si susamova Ers immomismoirmi mom isommuir a immumomboom am 1110•111111 1:111111 111111111 11111111111111111111011111111111111111011 111111111111111111 111111 In__ 1 .0 50 100 150 200 250 300 350 Load in Tons . _ .._...,.I.-emants. Inc. South Port Development, Renton , Washington Driven Grout 14" 83' - Compression Quick Load Method - tested 12/9/99 0 Displacement in Inches L1_1_ - �_ Ifart 0 1 lispeng- al t4.,.._ au _ _ t_t_ im a 0.2 -4,,iresifir araL. _. 1 imaan ii • II Ng% ni-t- --t- -- - -- Imadiim__ 111111111%._ 111, WI 0.3 fiuricAminimpolimies imam r,................,...„ ....... ......... . 0.4 . ........,,,.,............. 1 ,., 1 , ,.............. „,,.............. . . 0.5 .............., . iiii.....,._......,, ,....1 ,................ . . ...„.., . ..... . ............... . . III 11111111111 1111111111111111111 immoommodimmasir mil inommoommol ummommonommum• a mom rimmommom Numummmoommummi Iii millNwimillr1111111111111111111111111 II 1 .0 1111111111111111111111111111111111111111111111N1 50 100 150 200 250 300 350 Load in Tons _ _._ ne......I..cmon4S. Inc. - PRECISION MEASUREMENTS, INC. --I DATA SHEET-DeWitt Construction Inc. Development, Renton,Washington-Compression Test-Quick Load Method South Port Pile Identification:Test Pile#1, Driven grout 14" 58' Test Date: 12/6/1999 yr s rai to i u s #2 � #4 %of%of Design Ton 0.015 0.017 0.017 gg 124 12:06:30 0 0.018 0.016 0.017 15 15 0.018 0.016 0.015 0.017 15 124 12:07:00 0.5 0.019 0.016 0.015 0.017 0.017 150.017 0.017 15 15 124 12:07:308 2 0.019 0.016 0.015 0.017 15 124 12:0 :30 3 0.019 0.016 0.015 0.017 15. 0.017 0.017 15 15 124 12:09:3011 5 0.019 0.016 0.015 15 15 124 12:11:30 0.032 0.036 0.035 12:12:00 0 0.037 0.034 0.035 30 30 249 0.038 0.034 0.032 0.036 30 - 249 12:12:30 0•5 0.033 0.037 0.036 301 0.038 0.035 0.037 0.036 30 30 249 12:13:004 2 0.038 0.035 0.033 30 249 12:14:00 0.038 0.035 0.033 0.037 0.036 300.037 0.036 30 30 249 12:17:00 5 0.038 0.035 0.033 � 30 30 249 12:17:00 0.049 0.055 0.053 373 12:17:30 0 0.057 0.052 0.053 45 450.058 0.052 0.050 0.055 45 373 12:18:00 0.5 0.059 0.052 0.051 0.056 0.055 4 450.057 0.055 45 45 373 12:18:30 2 0.059 0.052 0.0520.055 45 45 373 12:19:300 3 0.059 0.053 0.052 0.057 45 373 12:20:30 0,059 0.053 0.052 0.057 0.055 45 373 12:22:30 5 45 45 0.074 0 0.079 0.072 0.070 0.076 0.0764 60 60. 498 12:23:0030.081. 0.073 0.071 0.078 60 498 12:23:30 0.5 0.082 0.073 0.071 0.078 0.076 60 498 12:24:00 0.076 60 60 2 0.082 0.074 0.072 0.079 0.0787 60 60 498 12:25:00 3 0.083 0.074 0.073 0.080 60 60 498 12:26:00 5 I 0.083 0.075 0.074 0.080 0.078 60 60 498 12:28:00 0.099 0.095 0.093 0.100 622 12:28:30 0 0.106 0.094 0.103 0.100 75 750.108 0.095 0.100 75 75 • 622 12:29:003 0.5 0.108 0.095 0.094 0.103 75 622 12:29:30 0.109 0.096 0.095 0.104 0.101 75 622 12:30:30 2 0.095 0.105 0.102 75 75 3 0.109 0.097 0.102 75 622 12:31:30 0.110 0.098 0.095 0.106 75 622 12:33:30 5 75 75 0.124 0 0.134 0.120 0.116 0.127 0.1264 90 90 746 12:34:003 0.135 0.121 0.127 0.117 0.129 90 746 12:34:30 0.5 0.136 0.122 0.119 0.129 90 746 12:35:00 1 90 90 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#1, Driven grout 14"*58' Test Date: 12/6/1999 • • %of Design Tons Ustrain Clock Minutes #1. #2 # 4 Average 90 90 746 12:36:00 2 0.137 0.123 0.119 0.130 0.127 90 90 746 12:37:00 3 0.138 0.124 0.120 0.131 0.128 90 90 746 12:39:00 5 0.139 0.125 0.121 0.132 0.129 105 105 871 12:39:30 0 0.161 0.146 0.141 0.154 0.151 105 105 871 12:40:00 0.5 105 105 871 12:40:30 1 0.164 0.148 0.143 0.156 0.153 105 105 871 12:41:30 2 0.165 0.149 0.144 0.157 0.154 105 105 871 12:42:30 3 0.166 0.151 0.145 0.158 0.155 105 105 871 12:44:30 5 . 0.167 0.151 0.145 0.158 0.155 120 120 995 12:48:00 0 0.195 0.175 0.164 0.180 0.179 120 120 995 12:48:30 0.5 0.197 0.176 0.165 0.183 0.1.80 120 120 995 12:49:00 1 0.199 0.177 0.166 0.183 0.181 120 120 995 12:50:00 2 0.200 0.178 0.168 0.184 0.183 120 120 995 12:51:00 3 0.202 0.179 0.169 0.185 0.184 120 120 995 12:53:00 5 0.203 0.180 0.170 0.186 0.185 135 135 1120 12:54:00 0 0.230 0.205 0.192 0.209 0.209 135 135 1120 12:54:30 0.5 0.231 0.208 0.193 0.212 0.211 135 135 1120 12:55:00 1 0.234 0.210 0.196 0.214 0.214 135 135 1120 12:56:00 2 0.234 0.210 0.196 0.214 0.214 135 135 1120 12:57:00 3 0.235 0.211 0.197 0.215 0.215 135 135 1120 12:59:00 5 0.236 0.212 0.199 0.216 0.216 150 150 1244 13:00:00 0 0.264 0.234 0.216 0.238 0.238 150 150 1244 13:00:30 0.5 0.267 0.238 0.218 0.241 0.241 150 150 1244 13:01:00 1 0.269 0.239 0.219 0.242 0.242 150 150 1244 13:02:00 2 0.271 0.240 0.219 0.242 0.243 150 150 1244 13:03:00 3 0.272 0.242 0.221 0.245 0.245 150 150 1244 13:05:00 5 0.274 0.243 0.222 0.247 0.247 165 165 1369 13:06:00 0 0.302 . 0.265 0.240 0.268 0.269 165 165 1369 13:06:30 0.5 0.305 0.267 0.241 0.269 0.271 165 165 1369 13:07:00 1 . 0.308 0.269 0.243 0.272 0.273 165 165- 1369 13:08:00 2 0.311 0.271 0.244 0.274. 0.275 165 165 1369 13:09:00 3 0.312 . 0.272 0.245 0.275 0.276 165 165 1369 13:11:00 5 0.315 0.275 0.245 0.276 0.278 PRECISION MEASUREMENTS , INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#1, Driven grout 14"*58' _ Test Date: 12/6/1999 Yp_of Des_9n_ Tons =Lain ciw_k Min es #1 #� #3 #4 v ra e 180 1493 13:11:30 0 0.339 0.298 0.264 0.299 0.300 180 180 180 1493 13:12:00 0.5 0.343 0.302 0.266 0.302 0.303 180 180 1493 13:12:30 0.345 0.305 0.268 0.304 0.306 180 180 1493 13:13:30 2 0.306 0.308 180 1493 13:14:30 3 0.347 0.307 0.271 0.306 0.3098 180 0.348 0.309 0.272 180 180 1493 13:16:30 5 190 0.322 0.325 190 1576 13:17:30 0 0.364 0.329 0.283 190 190 1576 13:18:00 0.5 0.365 0.333 0.285 0.325 0.327 190 190 1576 13:18:30 1 0.366 0.334 0.287 0.327 0.329 1 gp 190 1576 13:19:30 2 0.368 0.335 0.288- 0.329 0.330 190 190 1576 13:20:30 3 0.372 0.340 0.289 0.331 0.333 190 190 1576 13:22:30 5 200 1659 13:23:00 0 0.387 0.361 0.299 0.346 0.348 200 200 200 1659 13:23:30 0.5 0.392 0.370 0.299 0.348 0.352 200 200 1659 13:24:00 1 0.395 0.372 0.299 0.349 0.354 3200 200 1659 13:25:00 2 ,0.399 0.372 0.302 0.351 0.356 200 200 1659 13:26:00 5 0.402 0.373 0.303 0.353 0.358 200 200 1659 13:28:00 200 200 1659 13:30:00 7 0.404 0.377 200 0.3050.360 0.355 0.355 0.36 1659 13:33:00 10 0.406 0.379 0.306 2 200 200 200 1659 13:38:00 15 0.408 0.382 0.307 0.359 0.364 0,410 0.385 0.309 0.361 0.366 200 200 1659 13:43:00 25 0.411 0.387 0.310 0.362 0.368 200 200 1659 13:48:00 0.412 0.388 0.311 0.363 0.369 _ 200 200 1659 13:53:00 30 150 1244 0.398 0.361 0.263 0.318 0.330.335 100 0 0.338 0.291 0.206 0.258 0.18827 100 100 824 0.235 0.194 0.136 0.187 50 50 4 0.095 0.088 0.075 0.086 0.086 0 0 0 0.118 0.125 0.112 0.113 0.117 30 30 249 0.161 0.165 0.147 0.153 0.157 60 90 747 0.208 0.207 0.184 0.194 0.198 90 0 120 120 950.261 . 0.251 0.221 0.239 0.243 50 150 14 24 0.309 0.295 0.260 0.280 0.286 1 0.366 0.342 0.290 0.330 0.332 180 180 149933 • PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#1, Driven grout 14"*58' Test Date: 12/6/1999 train loc 'Will #1 #2 v #3 � e of pesican_ Ton 0.366 200 200 1659 0.402. 0.379 0.320 0.362 • 205 205 1700 14:14:00 0 0.415 0.393 0.329 0.371 0.377 205 205 1700 14:14:30 0.5 0.416 0.398 0.332 0.374 0.380 205 205 1700 14:15:00 205 205 1700 14:16:00 2 0.420 0.399 0.334 0.376 0.382 0.421 0.399, 0.334 0.377 0.383 205 205 1700 14:17:00 3 205 205 1700 14:19:00 5 0.422 0.401 0.335 0.377 0.38 0.351 0.397 0.402 4 220 220 220 1825 14:19:30 0 0.436 0.422 0.440 0.430 0.355 97 0.40 220 1825 12:20:00 0.5 0.439 0.427 0.354 0.4010.40 0.407 5 1 220 220 1825 14:21:30 . 220 220 1825 14:20:30 2 0.441 0.432 0.357 0.405 0.409 0.442 0.434 0.358 0.407 0.410 220 220 1825 14:22:30 3 220 220 1825 14:24:30 5 0.444 0.436 0.359 0.408 0.412 235 1949 14:25:30 0 0.463 0.465 0.379 0.434 0.435 235 235 1949 14:26:00 0.5 0.464 0.468 0.380 0.435 0.437 0.466 � 0.470 0.382 0.438 0.439 235 235 1949 14:26:30 1 0.442 235 1949 14:27:30 2 0.469 0.475 0.383 0.439 235 0.469 0.477 0.385 0.441 0.443 235 235 1949 14:28:30 3 0.472 0.481 0.386 0.443 0.446 235 235 1949 14:30:30 5 250 250 2074 14:31:00 0 0.485 0.507 0.408 0.463 0.466 250 250 2074 14:31:30 0.5 0.488 0.513 0.413 0.468 0.471 250 250 2074 14:32:00 250 2074 14:33:00 . 2 0.491 0.518 0.415 0.470 0.47 250 4 0.493 0.521 0.416 0.473 0.476 250 250 2074 14:34:00 3 0.495 0.525 0.419 0.475 0.479 250 250 2074 14:36:00 5 265 2198 14:37:00 0 0.511 0.555 0.440 ' 0.498 0.501 265 265 2198 14:37:30 0.5 . 0.514 0.559 0.444 0.502 0.505 - 265 265 2198 14:38:00 1 265 0.515 0.560 0.446 0.505 0.5017 0.517 0.564 0.449 0.508 0 265 265 2198 14:39:00. 2 265 265 2198 14:40:00 3 0.520 0.569 0.451 0.511 0.513 . 26 5 265. 2198 14:42:00 5 0.522 0.571 0.452 0.513 0.515 280. 280 2321 14:47:00 0 0.539 0.603 0.478 0.540 0.540 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#1, Driven grout 14"*58' Test Date: 12/6/1999 - - v a -__I %of_Design Tons rai I c in #1 280 280 2321 14:47:30 0.5 0.545 0.611 0.483 0.545 0.546 280 280 2321 14:48:00 0.548 0.615 0.484 0.547 0.549 4 280 280 2321 14:49:00 2 0.550 0.620 0.487 0.550 0.552 280 280 2321 14:51:00 6 0.554 0.625 0.489 0.553 0.555 280 280 2321 14:53:00 290 2900.5 2404 14:54:00 0 0.564 0.643 0.503 0.5670.503 0.569 69 0.569 72 290 290 2404 14:55:00 290 290 2404 14:54:30 015 0.567 0.647 0.569 0.650 0.507 0.571 0.574 0.572 0.656 ' 0.510 0.574 0.578 290 290 2404 14:56:00 20.575 0.580 3 0.574 0.658 0.511 0.5790.584 290 290 2404 14:57:00 5 0.579 0.664 0.514 290 290 2404 14:59:00 300 0.601 300 2488 15:00:00 0 0.593 0.686 1 0.528 0.595 300 300 2488 15:00:30 0.5 0.598 0.692 0.531 0.598 0.605 300 300 2488 15:01:00 2 0.600 0.694 0.532 0.600 0.607 300 2488 15:02:00 3 0.604 0.700 0.534 0.603 0.610 3000.610 300 300 2488 15:03:00 5 0.607 0.705 0.536 0.606 300 2488 15:05:00 7 0.538 0.608 0.617 4 300 0.610 0.711 0.6197 300 300 2488 15:00:00 10 0.613 0.711 0.541 0.612 300 300 2488 15:10:00 15 0.618 0.718 0.544 0.616 0.624 300 300 2488 15:15:00 20 0.624 0.724 0.545 0.619 0.628 300 300 2488 15:20:00 300 300 2488 15:25:00 30 0.632 0.735 0.547 0.622 . 0.634 300 300 2488 15:30:00 - - 0.621 0.719 0.517 0.590 0.612 265I 2650 16 9 0.577 0.634 0.446 0.518 0.544 200150 1500 1244 0.522 0.562 0.381 0.447 0.478 0 0 12 829 0.492 0.412. 0.305 0.368 0.394 100 100 14 0.390 0.312 0.215 0.275 0.298 50 50 40 0.215 0.189 0.139 0.162 0.176 0 0 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#2, Driven grout 16"* 53' Test Date: 12/7/1999 �4 B�CB� to IVA #1 #3 ofof Desian Tons ai 0.028 0.019 124 12:20:00 0 0.023 0.017 0.008 0.019 14 150.023 0.017 0.008 0.028 15 124 12:20:30 0.5 0.023 0.017 0.008 0.028 0.019 140.028 0.019 14 15 124 12:21:00 2 0.024 " 0.018 0.010 20 14 15 124 12:22:003 0.024 0.018 0.010 0.028 0.020 14 15 124 12:23:00 3 0.024 0.045 0.037 249 12:23:30 0 0.042 0.035 0.037 27 30 0.042 0.035 . 0.024 0.045 0.037 30 249 12:24:003 01 0.043 0.036 0.025 0.045. 27 0.045 0.037 27 30 249 12:24:30 2 0.043 0.036 0.025 27 30 249 12:25:30 3 0.043 0.036 0.025 0.045 0.037 27 30 249 12:26:30 0.052 0.040 0.064. 0.055 373 12:27:00 0 0.062 0.040 0.064 0.055 41 450.062 0.053 0.056 41 45 373 12:27:30 0.5 0.063 0.053 0.041 0.065 45 373 12:28:00 2 0.063 0.054 0.041 0.065 0.056 41 0.065 0.056 41 45 373 12:29:0030 3 0.063 0.054 0.041 41 45 373 12:30:00 0.058 0.086 0.075 0 0.084 0.072 0.0876 0.0765 55 60 498 12:31:00 0.085 0.072 0.058 60 498 12:31:00 0.5 0.086 0.073 0.059 0.087 0.076 55 0.0887 0.0776 55 60 498 12:31:30 2 0.086 0.074 0.059 55 60 498 12:32:303 3 0.087 0.074 0.060 0.088 0.077 55 60 498 12:33:30 68 75 622 12:34:00 0 . 0.108 .0.092 0.078 0.110 0.097 0.110 0.094 0.079 0.112 0.099 75 622 12:34:30 0.5 0.095 0.080 0.112 0.100 68 1 0.111 0.100 68 75 622 12:35:00 2 0.112 0.095 0.081 0.113 ;~ 68 75 622 12:36:00 3 0.112 0.095 0.100 0.081 0.113 68 75 622 12:37:00 0.134 0.117 0.101 0.135 0.122 90 746 12:37:30 0 0.136 0.118 0.103 0.137 0.124 820.103 0.1387 0.1254 ~ 82 90 746 12:38:003 0.5 0.137 0.119 82 90 746 12:38:30 0.138 0.121 0.104 0.139 0.126 82 90 746 12:39:30 2 0.139 0.121 0.105 0.140 0.126 82 90 746 12:40:30 3 95 105 871 12:41:00 0 0.162 0.143 0.126 0.163 0.149 95 105 871 12:41:30 0.5 0.164 0.145 0.128 0.164 0.150 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile identification: Test Pile#2, Driven grout 16"*53' Test Date: 12/7/1999 % of Design Tons Ustrain Clock Minutes #1 #2 #_a Average 95 105 871 12:42:00 1 0.165 0.146 0.129 0.165 0.151 95 105 871 12:43:00 2 0.166 0.147 0.130 0.166 0.152 95 105 871 12:44:00 3 0.167 0.148 0.131 0.167 0.153 109 120 995 12:44:30 0 0.192 0.171 0.152 0.192 0.177 109 120 995 12:45:00 0.5 0.194 0.172 0.154 0.194 0.179 109 120 995 12:45:30 1 0.195 0.174 0.156 0.195 0.180 109 120 995 12:46:30 2 0.196 0.175 0.156 0.196 0.181 109 120 995 12:47:30 3 0.197 0.176 0.157 0.197 0.182 123 135 1120 12:48:00 0 0.222 0.199 0.180 0.221 0.206 123 135 1120 12:48:30 0.5 0.225 0.202 0.182 0.223 0.208 123 135 1120 12:49:00 1 0.227 0.203 0.184 0.225 0.210 123 135 1120 12:50:00 2 0.228 0.205 0.185 0.227 0.211 123 135 1120 12:51:00 3 0.230 0.207 0.186 0.228 0.213 136 150 1244 12:51:30 0 0.252 0.229 0.208 0.250 0.235 136 150 1244 12:52:00 0.5 0.255 0.232 0.211 0.252 0.238 136 150 1244 12:52:30 1 0.257. 0.234 0.213 0.254 0.240 136 150 1244 12:53:30 2 0.259 0.235 0.215 0.256 0.241 136 150 1244 12:54:30 3 0.260 0.236 0.216 0.257 0.242 150 165 1369 12:55:00 0 0.283 0.266 0.242 0.277 0.267 150 165 1369 12:55:30 0.5 0.285 0.268 0.244 0.279 0.269 150 165 1369 12:56:00 1 0.287 0.269 0.245 0.280 0.270 - , 150 165 1369 12:57:00 2 0.288 0.271 0.247 0.282 0.272 150 165 1369 12:58:00 3 0.290 0.273 0.248 0.283 0.274 164 180 1493 12:59:00 0 0.319 0.302 0.275 0.312 0.302 164 180 1493 12:59:30 0.5 0.320 0.303 0.276 0.313 0.303 164 180 1493 13:00:00 1 0.322 0.304 0.278 0.314 0.305 164 180 1493 13:01:00 2 0.325 0.306 0.279 0.316 0.307 164 180 1493 13:02:00 3 0.325 0.307 0.280 0.317 0.307 177 195 1616 13:03:00 0 0.349 0.333 0.304 0.338 0.331 177 195 1616 13:03:30 0.5 0.351 0.335 0.307 0.341 0.334 177 195 1616 13:04:00 1 0.355 0.339 0.310 0.344 0.337 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#2, Driven grout 16"*53' Test Date: 12/7/1999 %of Design Tons Ustrain Clock Minutes #1 #2 #o Average 177 195 1616 13:05:00 2 0.357 0.342 0.312 0.346 0.339 177 195 1616 13:06:00 3 0.359 0.343 0.313 0.347 0.341 191 210 1741 13:07:00 0 0.384 0.369 0.337 0.370 0.365 191 210 1741 13:07:30 0.5 0.389 0.373 0.341 0.374 0.369 • 191 210 1741 13:08:00 1 0.391 0.375 0.343 0.376 0.371 191 210 1741 13:09:00 2 0.394 0.378 0.345 0.378 0.374 191 21.0 1741 13:10:00 3 0.397 0.380 0.347 0.381 0.376 200 220 1825 13:11:00 0 0.413 0.396 0.362 0.397 0.392 200 220 1825 13:11:30 0.5 0.416 0.399 0.365 0.399 0.395 200 220 1825 13:12:00 1 0.418 0.401 0.366 0.401 0.397 200 220 1825 13:13:00 2 0.421 0.404 0.369 0.404 0.400 200 220 1825 13:14:00 3 0.424 0.406 0.370 0.406 0.402 200 220 1825 13:16:00 5 0.427 0.409 0.374 0.408 0.405 200 220 1825 13:18:00 7 0.429 0.412 0.375 0.410 0.407 200 220 1825 13:21:00 10 0.431 0.414 0.377 0.413 0.409 200 220 1825 13:26:00 15 0.435 0.416 0.379 0.414 0.411 200 220 1825 13:31:00 20 0.437 0.419 0.380 0.416 0.413 200 220 1825 • 13:36:00 25 0.440 0.421 0.382 0.417 0.415 200 220 1825 13:41:00 30 0.441 0.422 0.383 0.418 0.416 150 165 1369 0.389 0.371 0.335 0.367 0.366 '1 100 110 912 0.318 0.307 0.269 0.295 0.297 50 55 456 0.232 0.229 0.198 0.210 0.217 0 0 0 0.131 0.125 0.104 0.107 0.117 27 30 249. 0.154 0.141 0.123 0.147 0.141 ' 55 60 498 0.194 0.174 . 0.155 0.187 0.178 82 90 747 0.236 0.215 0.193 0.227 0.218 109 120 995 0.281 0.258 0.234 0.270 0.261 1 136 150 1244 0.328 0.303 0.277 0.314 0.306 164 180 1493 0.372 0.351 0.321 0.354 0.350 191 210 1741 0.421 0.401 0.365 0.397 0.396 200 220 1825 0.439 0.419 0.382 0.414 0.414 214 235 1949 14:01:00 0 0.469 0.448 0.409 . 0.440 0.442 214 235 1949 14:01:30 0.5 0.472 • 0.452 0.411 0.443 0.445 214 235 1949 14:02:00 1 0.476 0.454 0.414 0.445 0.447 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt.Construction Inc. , South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#2, Driven grout 16"*53' Test Date: 12/7/1999 %of Design Tons Ustrain Clock Minutes #1 #2 #. #4 Average 214 235 1949 14:03:00 2 0.478 0.456 0.416 0.447 0.449 214 235 1949 14:04:00 3 0.480 0.459 0.418 0.449 0.452 214 235 1949 14:06:00 5 0.483 0.461 0.420 0.451 0.454 227 250 2074 14:06:30 0 0.507 0.483 0.441 0.473 0.476 1-- 227 250 2074 14:07:00 0.5 0.510 0.487 0.444 0.476 0.479 227 250 2074 14:07:30 1 0.512 0.489 0.446 0.477 0.481 227 250 2074 14:08:30 2 0.515 0.491 0.448 0.480 0.484 227 250 2074 14:09:30 3 0.518 0.494 0.450 0.482 0.486 227 250 2074 14:11:30 5 0.522 0.497 0.453 0.485 0.489 241 265 2198 14:12:00 0 0.546 0.522 0.475 0.508 0.513 _: 241 265 2198 - 14:12:30 0.5 0.549 0.525 0.477 0.511 0.516 241 265 2198 14:13:00 1 0.551 0.527 0.479 0.513 0.518 241 265 2198 14:14:00 2 0.555 0.531 0.482 0.516 0.521 241 265 2198 14:15:00 3 0.557 0.533 0.484 0.518 0.523 241 265 2198 14:17:00 5 0.561 0.536 0.487 0.521 0.526. 255 280 2321 14:20:30 0 0.597 0.570 0.519 0.552 0.560 255 280 2321 14:21:00 0.5 0.599 0.572 0.521 0.553 0.561 255 280 2321 14:21:30 1 0.602 0.574 0.522 0.555 0.563 255 280 2321 14:22:30 2 0.603 0.575 0.523 0.556 0.564 255 280 2321 14:23:30 3 0.604 0.576 0.524 0.558 0.566 255 280 2321 14:25:30 5 0.608 0.580 0.527 0.560 0.569 -, 264 290 2404 14:26:00 0 0.622 0.595 0.541 0.575 0.583 264 290 2404 14:26:30 0.5 0.626 0.597 0.543 0.577 0.586 264 290 2404 14:27:00 1 0.629 0.600 0.545 0.580 0.589 264 290 2404 14:28:00 2 0.631 0.602 0.546 0.581 0.590 264 290 2404 14:29:00 3 0.634 0.605 0.549 '0.584 0.593 264 290 2404 14:32:00 5 0.637 0.607 0.551 0.586 0.595 273 300 2488 14:31:30 0 0.653 0.625 0.567 0.603 0.612 273 300 2488 14:32:00 0.5 0.656 0.628 0.569 0.605 0.615 273 300 ' 2488 14:32:30 1 0.660 0.631 0.571 0.608 0.618 273 300 2488 14:33:30 2 0.662 0.633 ' 0.573 0.611 0.620 273 300 2488 14:34:30 3 0.664 0.635 0.575 0.613 0.622 273 300 2488 14:36:30 5 0.668 0.639 0.578 0.615 0.625 • PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#2, Driven grout 16"*53' Test Date: 12/7/1999 %of Design Tons Ustrain Clock Minutes #1 #2 # #A Average 273 300 2488 14:38:30 7 0.671 0.642 0.579 0.617. 0.627 273 300 2488 14:41:30 10 0.675 0.645 0.583 0.621 0.631 273 300 2488 14:46:30 15 0.680 0.649 0.586 0.624 0.635 273 300 2488 14:51:30 20 0.685 0.654 0.590 0.628 0.639 273 300 2488 14:56:30 25 0.690 0.657 0.593 0.632 0.643 273 300 2488 15:01:30 30 0.692 0.659 0.595 0.634 0.645 227 250 2072 0.649 0.614 0.551 0.590 0.601 182 200 1659 0.589 0.555 0.506 0.534 • 0.546 136 150 1244 0.519 0.486 0.431 0.466 0.476 91 100 829 0.436 0.408 0.355 0.387 0.397 45 50 414 0.340 0.322 0.272 0.294 0.307 0 0 0 0.215 0.205 0.170 0.175 0.191 i PRECISION ISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#3, Driven grout 16"*70' Test Date: 12/8/1999 � � �4 BY�L� Design Ton Ustrairl Clock •Minutes 14 15 124 11:12:00 0 0.014 0.046 0.024 0.016 0.025 14 15 124 11:12:30 0.5 0.014 0.046 0.024 0.016 0.025 14 15 124 11:13:00 1 0.015 0.047 0.024 0.016 0.026 14 15 124 11:14:00 2 0.015 0.048 0.024 0.016 0.026 14 15 124 11:15:00 3 0.015 0.048 0.024 0.016 0.026 27 30 249 11:15:30 0 0.037 0.067 0.038 0.037 0.045 27 30 249 11:16:00 0.5 0.038 0.067 0.038 0.038 0.045 27 30 249 11:16:30 1 0.038 0.068 0.039 0.038 0.046 27 30 249 11:17:30 2 0.039 0.068 0.039 0.038 0.046 27 30 249 11:18:30 3 0.039 0.068 0.040 0.039 0.047 41 45 373 11:19:00 0 0.059 0.085 0.055 0.061 0.065 11:19:30 0.5 0.061 0.087 0.056 0.062 0.067 41 45 373 41 45 373 11:20:00 1 0.062 0.087 0.057 0.063 0.067 41 45 373 11:21:00 2 0.062 0.088 0.058 0.064 0.068 r 41 45 373 11:22:00 3 0.063 0.089 0.059 0.064 0.069 55 60 498 11:22:30 0 0.083 0.108 0.076 0.085 0.088 55 60 498 11:23:00 0.5 0.085 0.110 0.078 0.087 0.090 55 60 498 11:23:30 1 0.086 0.110 0.079 0.087 0.091 - 0.087 0.111 0.081 0.089 0.092 55 60 498 11:24:30 2 55 60 498 11:25:30 3 0.087 0.112 0.081 0.089 0.092 68 75 622 11:26:00 0 0.107, 0.132 0.100 0.111 0.113 68 75 622 11:26:30 0.5 0.110 0.134 0.102 0.112 0.115 68 75 622 11:27:00 1 0.110 0.135 0.103 0.113 0.115 11:28:00 2 0.112 0.135 0.105 0.115 0.117 _" 68 75 622 68 75 622 11:29:00 3 0.113 0.137 0.105 0.116 0.118 82 90 746 11:29:30 0 0.134 0.158 0.126 0.139 0.139 82 90 746 11:30:00 0•5 0.135 0.159 0.136 0.161 0.128 0.142 0.142 0.127 0.141 0.141 82 90 746 11:30:30 1 746 11:31:30 2 0.138 0.162 0.128 0.143 0.143 82 90 82 90 746 11:32:30 3 0.138 0.163 0.129 0.144 0.144 95 105 871 11:33:00 0 0.160 0.185 0.152 0.168 0.166 95 105 871 11:33:30 0.5 0.162 0.188 0.155 0.171 0.169 , PRECISION MEASUREMENTS, INC. r, DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification:Test Pile#3, Driven grout 16"*70' Test Date: 12/8/1999 of Design Tons Ustrain Clock Minutes #4 Average 95 105 871 11:34:00 1 0.164 0.189 0.156 0.172 0.170 __ 95. 105 871 11:36:00 3 0.167 95 105 871 0.192 0.157 0.175 0.173 109 120 995 11:36:30 0 0.191 0.214 0.179 0.198 0.196 109 120 995 11:37:00 0.5 0.194 0.217 0.181 0.200 0.198 109 120 995 11:37:30 1 0.196 0.219 0.183 • 0.202 0.200 109 120 995 109 120 995 11:39:30 3 0.199 0.222 0.185 0.205 0.203 123 135 1120 11:40:00 0 0.222 0.245 0.207 0.230 0.226 123 135 1120 11:40:30 0.5 0.225 . 0.248 0.210 0.232 0.229 123 135 1120 11:41:00 1 0.227 0.250 0.212 . 0.234 0.231 123 135 1120 11:43:00 3 0.231 123 135 1120 0.253 0.214 0.236 0.234 136 150 1244 11:43:30 0 0.253 0.275 0.235 0.261 0.256 136 150 1244 11:44:00 0.5 0.257 0.279 0.239 0.264 0.260 136 150 1244 11:44:30 1 0.259 0.281 0.240 0.266 0.262 136 150 1244 11:45:30 2 0.263 0.284 0.243 0.268 0.265 11:46:30 . 3 0.264 0.285 0.244 0.270 150 1244 0 0.266 150 165 1369 11:47:30 0 0.292 0.311 0.270 0.298 0.293 150 165 1369 11:48:00 0.5 0.294 0.312 0.272 . 0.301 0.295 150 165 1369 11:48:30 1 0.296 0.314 0.272 0.301 0.296 150 165 1369 11:49:30 3 150 165 1369 11:50:30 0.300 0.318 0.276 0.305. 0.300 164 180 1493 11:51:00 0 0.324 0.340 0.298 0.329 0.323 164 180 1493 11:51:30 0.5 0.327 0.343 0.301 0.333 0.326 164 180 1493 11:52:00 1 0.330 0.345 0.304 0.336 0.329 164 180 1493 11:53:00 2 0.333 0.348 0.305 0.338 0.331 3 0.335 0.350 0.307 0.339 0.333 - 164 180 1493 11:54:00 177 195 1616 11:54:30 0 0.359 0.374 0.329 0.366 0.357 177 195 1616 11:55:00 0.5 0.363 0.376 0.332 0.369 0.360 177 195 1616 11:55:30 1 0.367 0.379 0.335 0.372 0.363 PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method - Pile Identification: Test Pile#3, Driven grout 16"*70' Test Date: 12/8/1999 % of Design Tons Ustrairt Clock Minutes #1 #2 #3 Average 177 195 1616 11:56:30 2 0.370 0.382 0.338 0.376 0.367 177 195 1616 11:57:30 3 0.373 0.385 0.340 0.378 0.369 191 210 1741 11:58:30 0 0.395 0.410 0.367 0.402 0.394 191 210 1741 11:59:00 0.5 0.401 0.414 0.370 0.405 0.398 191 210 1741 11:59:30 1 0.405 0.416 0.373 0.407 0.400 191 210 1741 12:00:30 2 0.406 0.418 0.376 0.410 0.403 191 210 1741 12:01:30 3 0.409 0.421 0.379 0.413 0.406 200 220 1825 12:02:00 0 0.425 0.437 0.394 0.430 0.422 200 220 1825 12:02:30 0.5 0.428 0.440 0.396 0.433 0.424 200 220 1825 12:03:00 1 0.430 0.442 0.399 0.435 0.427 200 220 1825 12:04:00 2 0.433 0.444 0.400 0.437 0.429 200 220 1825 12:05:00 3 0.435 0.447 0.403 0.440 0.431 200 220 1825 12:07:00 5 0.439 0.450 0.406 0.443 0.435 200 220 1825 12:09:00 7 0.441 0.452 0.409 0.445 0.437 200 220 1825 12:12:00 10 0.445 0.455 0.411 0.448 0.440 200 220 1825 12:17:00 15 0.449 0.460 0.416 0.453 0.445 200 220 1825 12:22:00 20 0.451 0.462 0.417 0.455 0.446 200 220 1825 12:27:00 25 0.454 0.464 0.421 0.458 0.449 200 220 1825 12:32:00 30 0.456 0.466 0.423 0.461 0.452 150 165 1369 0.414 0.426 0.383 0.416 0.410 100 110 912 0.354 0.327 0.324 0.355 0.340 _k 50 55 456 0.279 0.290 0.249 0.274 0.273 0 0 0 0.176 0.182 0.141 0.159 0.165 27 30 249 0.207 0.220 0.176 0.194 0.199 55 60 498 0.242 0.256 0.213 0.236 0.237 82 90 747 0.280 0.294 0.249 0.278 0.275 109 120 995. 0.320 0.333 0.290 0.319 0.316 136 150 1244 0.360 0.373 0.329 0.362 0.356 164 180 1493 0.402 0.412 0.368 0.402 0.396 -- 191 210 1741 0.445 0.455 0.414 0.447 0.440 200 220 1825 0.460 0.472 0.429 0.464 0.456 214 235 1949 12:46:00 0 0.487 0.498 0.456 .0.490 0.483 214 235 1949 12:46:30 0.5 0.490 0.502 0.459 0.493 0.486 214 • 235 1949 12:47:00 1 0.493 0.505 0.464 0.496 0.490 • PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton, Washington-Compression Test-Quick Load Method -- , Pile Identification: Test Pile#3, Driven grout 16"*70' Test Date: 12/8/1999 %of Design Tons Ustrain Clock Minutes #1 #2 #3 #4 Average 214 235 1949 12:48:00 2 0.495 0.507 0.466 '0.497 . 0.491 214 235 1949. 12:49:00 3 0.497 0.510 0.468 0.498 0.493 214 235 1949 12:51:00 5 0.498 0.511 0.470 0.500 0.495 227 250 2074 12:52:00 0 0.521 0.535 0.494 0.524 0.519 227 250 2074 12:52:30 0.5 0.524 0.538 . 0.498 0.527 0.522 227 250 2074 12:53:00 1 0.526 0.540 0.500 0.529 0.524 227 250 2074 12:54:00 2 0.528 0.543 0.502 0.531 0.526 227 250 2074 12:55:00 3 0.530 0.545 0.505 0.533 0.528 227 250 2074 12:57:00 5 0.534 0.549 0.508 0.536 0.532 241 . 265 2198 12:59:00 0 0.556 0.571 0.530 0.560 0.554 241 265 2198 12:59:30 0.5 241 265 2198 13:00:00 1 0.560 0.575 0.534 0.563 0.558 241 265 2198 13:01:00 2 0.564 ' 0.580 0.538 0.568 0.563 241 265 2198 13:02:00 3 0.568 0.583 0.541 0.570 0.566 241 265 2198 13:04:00 5 0.570 0.586 0.543 0.572 0.568 255 280 2321 13:05:00 0 0.595 0.610 0.568 0.597 0.593 255 280 2321 13:05:30 0.5 0.598 0.614 0.571 0.600 0.596 255 280 2321 13:06:00 1 0.602 0.617 0.575 0.603 0.599 255 280 2321 13:07:00 2 0.606 0.621 • 0.579 0.606 0.603 255 280 2321 13:08:00 ' 3 0.608 0.624 0.581 ' 0.609 0.606 j , 255 280 2321 13:10:00 5 0.612 0.627 0.585 0:612 0.609 264 290 2404 13:10:30 0 0.626 0.642 0.600 0.627 0.624 264 ' 290 ' 2404 13:11:00 0.5 0.629 0.644 0.602 0.629 0.626 264 290 2404 13:11:30 ' 1 0.632 0.647 0.607 0.633 0.630 264 290 2404 13:12:30 2 0.634 0.650 0.608 0.635 0.632 264 290 2404 13:13:30- ' 3 0.636 0.652 0.610 . 0.636 0.634 264 . 290 2404 13:15:30 5 0.639 0.655 0.613 0.640 0.637 273 300 2488 13:16:00 0 0.655 0.670 0.628 0.656 0.652 273 300 2488 13:16:30 0.5 0.657 .0.673 ' 0.630 0.658 . ' 0.655 273 300 2488 13:17:00 1 0.659 0.675 ' 0.633 0.661 0.657 273 300 2488 13:18:00 2 0.663 . 0.678 0.635 0.663 . 0.660 r 273 300 2488 13:19:00 3 0.665 0.682 0.639 0.666 0.663 ', 273 300 2488 ' 13:21:00 5 0:669 0.685 0.643 0.670 0.667 PRECISION MEASUREMENTS, INC. DATA SHEET- DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#3, Driven grout 16"*70' Test Date: 12/8/1999 1 of Design Tons Ustrain Clock Minutes #1 #2 #3 #4 Average 273 300 2488 13:23:00 7 0.673 0.688 0.648 0.674 0.671 273 300 2488 13:26:00 10 0.676 0.692 0.650 0.676 0.674 273 300 2488 13:31:00 15 0.681 0.697 0.654 0.681 0.678 273 300 2488 13:36:00 20 0.686 0.702 0.659 0.686 0.683 273 300 2488 13:41:00 25 .0.689 0.705 0.663 0.689 0.687 273 300 2488 13:46:00 30 0.692 0.708 0.667 0.692 0.690 227 250 2072 0.655 0.673 0.631 0.655 0.654 182 200 1659 0.604 0.622 0.583 0.604 0.603 -- 136 150 1244 0.542 0.561 0.522 0.543 0.542 91 100 829 0.467 0.488 0.450 0.467 0.468 45 50 414 0.379 0.401 0.365 0.375 0.380 0 0 0 13:54:00 1 0.262 0.279 0.245 0.252 0.260 0 0 0 13:55:00 2 0.259 0.275 0.239 0.248 0.255 0 0 0 13:56:00 3 0.258 0.273 0.236 0.246 0.253 0 0 0 13:58:00 5 0.256 0.270 0.234 0.245 0.251 I � __ PRECISION MEASUREMENTS, INC. DATA SHEET- DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#4, Driven grout 14"*83' Test Date: 12/9/1999 %of Design Tons Ustrain Clock Minutes #1 �2 ## #4 Average 1 13 15 124 10:02:00 0 0.031 0.034 0.020 0.014 0.025 13 15 124 10:02:30 0.5 0.032 0.035 0.020 0.015 0.026 13 15 124 10:03:00 1 0.032 0.035 0.020 0.015 0.026 13 15 124 10:04:00 2 0.032 0.035 0.021 0.015 0.026 13 15 124 10:05:00 3 0.032 0.035 0.021 0.015 0.026 25 30 249 10:06:00 0 0.055 0.056 - 0.039 0.033 0.046 25 30 249 10:06:30 0.5 0.056 0.057 0.039 0.034 0.047 25 30 249 10:07:00 1 0.056 0.057 0.039 0.034 0.047 25 30 249 10:08:00 2 0.056 0.057 0.039 0.034 0.047 25 30 249 10:09:00 3 0.056 0.057 0.039 0.034 0.047 38 - 45 373 10:09:30 0 0.081 0.088 0.059 0.054 0.071 38 45 373 10:10:00 0.5 0.082 . 0.089 0.059 0.054 0.071 38 45 373 10:10:30 1 0.082 0.089 0.059 0.054 0.071 38 45 373 10:11:30 2 0.083 0.089 0.060 0.055 0.072 38 45 373 10:12:30 3 0.083 0.090 0.060 0.055 0.072 50 60 498 10:13:00 0 0.107 0.103 0.082 0.077 0.092 50 60 498 10:13:30 0.5 0.109 0.104 0.083 .0.077 0.093 50 60 498 10:14:00 1 0.110 0.104 0.084 0.078 0.094 50 60 498 10:15:00 2 0.110 0.105 0.085 0.078 0.095 50 60 498 10:16:00 3 0.111 0.105 0.085 0.078 0.095 63 75 622 10:16:30 0 0.135 0.129 0.107 0.101 0.118 63 75 622 10:17:00 0.5 0.137 0.130 . 0.108 0.102 0.119 63 75 622 10:17:30 1 0.137 0.131 0.109 0.102 0.120 63 75 622 10:18:30 2 0.139 0.132 0.110 0.103 0.121 63 75 622 10:19:30 3 0.139 0.132 0.110 0.103 0.121 75 90 746 10:20:00 0 0.162 0.158 0.1.33 0.126 0.145 75 90 746 10:20:30 0.5 0.164 0.160 0.135 0.127 0.147 75 90 746 10:21:00 1 0.165 0.160 0.135 . 0.128 0.147 75 90 746 10:22:00 2 0.166 . 0.162 0.137 0.129 0.149 75 90 . 746 10:23:00 3 0.167 0.162 0.137 0.129 0.149 88 105 871 10:23:30 0 0.193 0.187 0.162 0.154 0.174 88 - 105 871 10:24:00 0.5 0.195 0.188 0.164 0.155 0.176, PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton,Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#4, Driven grout 14"*83' Test Date: 12/9/1999 %of Design Tons Ustrain Clock Minutes #1 #2 # #4 Average 88 105 871 10:24:30 1 0.196 0.189 0.164 0.156 0.176 88 105 871 10:25:30 2 0.197 0.190 0.165 0.157 0.177 88 105 871 10:26:30 3 0.198 0.192 0.167 0.158 0.179 100 120 995 10:27:00 0 0.225 0.217 0.191 0.183 0.204 100 120 995 10:27:30 0.5 0.228 0.220 0.193 0.185 0.207 100 120 995 10:28:00 1 0.229 0.221 0.195 0.187 0.208 100 120 995 10:29:00 2 0.231 0.223 0.197. 0.188 0.210 100 120 995 10:30:00 3 0.233 0.224 0.198 0.189 0.211 113 135 1120 10:30:30 0 0.260 0.251 0.222 0.216 0.237 113 135 1120 10:31:00 0.5 0.263 '0.253 0.224. 0.219 0.240 113 135 1120 10:31:30 1 0.265 0.255 0.225 0.220 0.241 113 135 1120 10:32:30 . 2 0.267 0.256 0.227 0.222 0.243 113 135 1120 10:33:30 3 0.268 0.258 0.228 0.223 0.244 125 150 1244 10:34:00 0 0.296 0.283 0.253 0.249 0.270 125 150 1244 10:34:30 0.5 0.299 0.285 0.255 0.251 0.273 125 150 1244 10:35:00 1 0.301 0.287 0.256 0.252 0.274 -- 125 150 1244 10:36:00 2 0.303 0.289 0.258 0.254 0.276 125 150 1244 10:37:00 3 0.305 0.291 0.260 0.256 0.278 138 165 1369 10:37:30 0 0.333 0.318 0.287 0.285 0.306 138 165 1369 10:38:00 0.5 __ 138 165 1369 10:38:30 1 0.337 0.322 0.290 0.287 0.309 138 165 1369 10:39:30 2 0.340 0.325 0.292 0.290 0.312 138 165 1369 10:40:30 3 0.343 0.328 0.294 0.293 0.315 150 180 1493 10:41:00 0 0.376 0.356 . 0.318 0.321 0.343 150 180 1493 10:41:30 0.5 150 180 1493 10:42:00 1 0.379 0.359 0.321 0.324 0.346 150 180 1493 10:43:00 2 0.384 0.363 0.325 0.329 0.350 150 180 1493 10:44:00 3 0.386 0.365 0.326 0.330 0.352 163 195 1616 10:45:00 0 0.417 0.393 0.253 0.359 0.356 163 195 1616 10:45:30. 0.5 plate tilt indicated by lower number on gage#3 163 195 1616 10:46:00 1 0.424 ' 0.399 0.257 . 0.364 0.361 , PRECISION MEASUREMENTS, INC. DATA SHEET-DeWitt Construction Inc. South Port Development, Renton, Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#4, Driven grout 14"*83' Test Date: 12/9/1999 %of Design Tons Ustrain Clock Minutes #1 #2 ita #4 Average 163 195 1616 10:47:00 2 0.431 0.404 0.260 0.367 0.366 163 195 1616 10:48:00 3 0.434 0.408 0.263 0.370 0.369 175 210 1741 10:49:00 0 0.465 0.437 0.288 0.397 0.397 175 210 1741 ' 10:49:30 0.5 175 210 1741 10:50:00 1 0.472 0.443 0.293 0.405 0.403 175 210 1741 10:51:00 2 0.478 0.449 0.297 0.408 0.408 175 210 1741 10:52:00 3 0.482 0.452 0.300 0.412 0.412 - 188 225 1865 10:53:00 0 0.527 0.478 0.317 0.448 0.443 188 225 1865 10:53:30 0.5 188 225 1865 10:54:00 1 0.536 0.483 0.322 0.456 0.449 188 225 1865 10:55:00 2 0.542 0.488 0.325 0.460 0.454 188 225 1865 10:56:00 3 0.547 0.491 0.327 0.463 0.457 200 240 1990 10:57:00 0 0.585 0.525 0.355 0.496 0.490 200 240 1990 10:57:30 0.5 _ 200 240 1990 10:58:00 1 0.592 0.530 0.360 0.501 0.496 200 240 1990 10:59:00 2 0.597 0.535 0.363 0.506 0.500 200 240 1990 11:00:00 3 0.604 0.540 0.367 0.512 0.506 200 240 1990 11:02:00 5 0.614 0.547 0.371 0.518 . 0.513 200 240 1990 11:04:00 7 0.619 0.551 0.373 0.521 0.516 200 240 1990 11:07:00 10 0.625 0.555 0.375 0.526 0.520 200 240 1990 11:12:00 15 0.640 0.557 0.370 0.534 0.525 200 240 1990 11:17:00 20 0.650 0.562 0.372 0.540 0.531 200 240 1990 11:22:00 25 0.659 0.568 0.374 0.543 0.536 200 240 1990 11:27:00 30 0.665 0.572 0.375 0.547 0.540 200 240 1990 11:32:00 35 0.669 0.574 0.377 0.550 0.543 200 240 1990 11:37:00 40 0.673 0.577 0.377 0.551 0.545 200 240 1990 11:42:00 45 0.678 0.581 0.378 0.554 0.548 200 240 1990 11:47:00 50 . 0.684 0.585 0.379 0.555 0.551 _l 200 240 1990 11:52:00 55 0.688 0.588 0.379 0.556 0.553 200 240 1990 11:57:00 60 0.691 0.590 0.380 0.557 0.555 150 180 1492 0.624 0.527 0.320 0.497 0.492 100 120 995 0.534 0.443 0.246 0.419 0.411 50 60 498 0.412 0.330 0.153 0.320 0.304 0 0 0 0.232 0.191 0.046 0.177 0.162 PRECISION MEASUREMENTS, INC. DATA SHEET- DeWitt Construction Inc. South Port Development, Renton, Washington-Compression Test-Quick Load Method Pile Identification: Test Pile#4, Driven grout 14"*83' Test Date: 12/9/1999 % of Design Tons Ustrain Clock Minutes #2 # Average 25 30 249 0.288 0.224 0.067 0.214 0.198 50 60 498 0.339 0.281 0.110 0.256 0.247 75 90 747 0.396 0.334 0.153 0.303 0.297 - 100 120 995 0.452 0.386 0.198 0.351 0.347 125 150 1244 0.512 0.438 0.241 0.399 0.398 150 180 1493 0.570 0.490 0.284 0.448 0.448 175 210 1741 0.633 0.543 0.325 0.497 0.500 200 240 1990 0.713 0.601 0.363 0.556 0.558 213 255 2114 12:11:00 0 0.773 0.643 0.381 0.591 0.597 213 255 2114 12:11:30 0.5 rapid test plate tilt-reduced load 213 255 2114 12:12:00 1 159 191 1580 0.790 0.589 0.268 0.546 0.548 125 150 1244 0.734 0.537 0.221 0.497 0.497 83 100 829 0.638 0.451 0.153 0.420 0.416 42 50 414 0.515 0.345 0.076 0.329 0.316 0 0 0 0.315 0.220 0.011 0.197 0.186 SECO Development, Inc. / Mego Construction, Inc. Timesheet 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 i^ General Office 111-108th 4th &Blanchard Central Way Gardens Mercer Island Meydenbauer Inn Southport Town Square Other: : 1 1 MEGO: 111-108th Central Way - Southport Other: LEAV E'. Vacation Sick Time Personal Day Birthday Holiday Leave Without Pay Other: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material.Testing 6747 M.L.King Way South,Seattle,Washington 98118-3216 TeI:(206)725-4600•Toll Free:(888)OTTO-4-US •Fax:(206)723-2221 •Website:www.ottorosenau.com ' -._. WBE W2F5913684•WABO Registered Agency•A2LA Accredited Laboratory 1 CONCRETE REPORT RE CD DEC 14 19 9 • Job Number: I 99-611 I Report Number: 001 I Permit Number: Project: Southport Architect: . Address: '1181 Lake Washington Blvd., Renton Engineer: ' Client: Seco . • Contractor: ' Date: 11-22-99 • Inspector: G.Salyards • Inspected the resteel and placement at #1 pile,reaction pile ' Resteel is grade I ,as specified,from Placement Data . • • Batch Weights • Supplier: Lonestar Cement(sack/type/lbs.): I/II 940 W/C.Ratio: Mix Number. 3669 Sand(lbs.): 2483 Admixtures(specify) Max Slump Allowed: fluid - Aggregate(size/lbs.): Pozz 100xR 38oz Total Yards Placed: 48 Aggregate(size/lbs.): .. Placed Via: pump Aggregate(size/lbs.): ' Vibrated: yes Fly Ash(lbs.): Required psi(fc): 4000 Water(lbs./gal): 433 Air Concrete Ambient Truck Ticket Sample Data Yards Slump Content Temp Temp No. No. I Cast Samples: 1-3 8 fluid 58 42 157' 956390 Cast Samples: Cast Samples: , Weather: I cloudy and raining - • Slump Range: fluid Date Samples Picked Up: 11-23-99 Comments Added 25 gallons water, No Design#'s available I Conforms I x I Does Not Conform I TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Tested in general Number Date Cure (Days) (In.) (Sq.ln.) Weight _ (Lbs.) (psi) accordance with __ 1 11-29-99, 7 4x8 12.57 8.25 70,290 5590 ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural 1 I Conforms } Does Not Conform , t Copies to: ���X,� x Owner Contractor Architect Building Dept. Reviewed by: Engineer . This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates,Inc. Reproduction of this report, except in full,without written permission from our firm is strictly prohibited: Page 1 of 1 . • OTTO ROSENAU & .ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L.King Way South,Seattle,Washington 98118-3216 Tel:(206)725-4600•Toll Free:(888)OTTO-4-US •Fax:(206)723-2221 •Website:www.ottorosenau.com WBE W2F5913684•WABO Registered Agency•A2LA Accredited Laboratory CONCRETE REPORT . Job Number: I 99-611 Report Number: 002 Permit Number: Project: Southport Architect: Address: 1181 Lake Washington Blvd., Renton Engineer: Client: Seco Contractor: ' Date: 11-23-99 Inspector: G. Salyards Inspected the resteel and placement at center test piling • Resteel is grade ,as specified,from Placement Data . Batch Weights Supplier: Stoneway I Cement(sack/type/lbs.): I/II 94.0 W/C Ratio: Mix Number. 10000 Sand(ibs.): 2318 Admixtures(specify) Max Slump Allowed: fluid - Aggregate(size/lbs.): 100xR 4oz Total Yards Placed: Aggregate(size/lbs.): Placed Via: pump Aggregate(size/lbs.): - Vibrated: yes Fly Ash(lbs.): Required psi(f c): .4000 Water(lbs./gal): 460 . Air. Concrete Ambient Truck Ticket Sample Data Yards Slump Content. Temp Temp 'No. No. Cast Samples: 1-3 8 fluid 62 42 409 110014 Cast Samples: Cast Samples: • Weather: overcast • . Slump Range: fluid _' . Date Samples Picked Up: 11-24-99 Comments Contractor added 35 gallons of water , 1 Conforms I x I Does Not Conform .I TEST RESULTS Specimen Test Field Age -Size Area Max Load Strength Tested in general Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) (psi) accordance with 1 11-30-99 7 4x8 12.57 8.33# '54,020 4300 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive . x Flexural I Conforms I' Does Not Conform •Copies to: 10,1,X,Ple000,x Owner Contractor Architect Building Dept. Reviewed by: Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau&Associates,Inc. Reproduction of this report, except in full,without written permission from our firm is strictly prohibited. Page 1 of 1