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01-101515 (2)w I— Q ED N J 0 O 0 Y Cu M in 0 N Q w 0 ii 0 Ln cU 0 0 Cu w F- a / I _ 2021049071 --- .. �> 1 � - _ -- - - - _ ---- -tom--- __ ---- =s' -- 10030I _ x r 75 AM010 - —_ _ — - It 02198 /, I 7504510020 �/� ! 7504610040 42 Tn- lop It 1 0080 4090 •„ 2. 2021049119 9264700M 1!7 L-j `27 0 T 1 1 1 ! r rF4, t: a: V264800410 ��; � dop "3 7j- 41� \;123041 - — . t ( 77 78 // M210490Q �. �� `� � I t `� I ► I ' --- I F Li tp lama , a — e • _. - i..... :r -... dl" ar i_ of _ • I i _....r.. _... , /7 i.. J _ .. .. r... . ....... 'w_ -S ! e �� e........ ---- a •-•- _-- Al -� - -� _ _% �.� _-:.� ..+._ .- __ - ._ — .--_ - -_ _ __ _ - \ .� „ter •! _ �_` - -- + • ^ ^ rjot f t a - 20210430,57 2ti21049�y4 / / \ f. � \ � 1 �` / I t Jam/ t y \ \ 1 I � 't • 01 It I CONTRIBUTING BASIN AREAS Scale: 1" = 100' Q 0 v N / ,(1 Q ' I I�I I� I 5 /o/ �I j EX,Sr1UC.Z'n� 3 i Z4� I 74' I I � EAS EHE,4r 6 7 5 W, T. L. 4 9,I > J. DAVIDSON I I I I I ry u II-�t6„i1 q L01 2 WEST CAMPUS US. ARK THE Q DRANT CORP. i II �iS \� Tc.e. w�ti\1• I r 1/ ti 1 E1.ID UJF.B�GUTTEfL Pl,lp _ PAR C EL - - - - f� Csfl-IE r -r �. Y o 2 t3J-8 aqQ t PARCEL No. 2086-9 FILL r(L� i ti , � 20 1 21 S 8a` 44 ' 52 E. 22 STA I19+59.99 S.34gTH ST. o� o STA. . cD (--iH 12ytp h h a4 IEL - 3 C/IBLE.! ( /•4'e V. C.—_— .. _�— .. —� _— _.—.—_ r-r•P ___ -- —_ _ X. rEL J C/le[fS ...-- .._. -- --- — 7 PARCEL No. 2086-7 4 ► 9 PARCEL No. 20(36-12 o Z! t T.L. 57 1 5A6Erv1EN7' Y It 0 T. L. 34 IVERSON- r r l%cooi Ir-KT \'/ ti OF SEATTLE EXISTING STORM SEWER SYSTEM J. J a //f J! rT r_ G / SE/ , 5W/ 7 r z 0 W Q 0 0 > uj Jm j 00 J �N w� �� ov z0 0 w CC LLJ z C Qo w0 LLJ z N N Qo 00 ON Qco I-._ q O NM�aU- L Q) N (D :3 o U oM o �(� �rn < = c p� i N w Q +'r Q;�o o �C IL_ aC U (A O(5aCz U z Z 0 J z m Q co C/) U VJ Q Q 0 Q W I..L W v J V, z- 0 :5 1 coZ T- w p (r Q 01 C 0 J u- 0 ■ oC LLj 0 1..� / Lu U— SCALE: AS SHOWN F.B.: N/A W.O.: S12195 FILE NO.: S219-19 SHEET w Scale: 1" = 30' U v M O a In 0 O 0 lU ID N 0 Z QI E.) 1_ 0 J N N 65 In N 0 W F- a S,E 1/4 OF SEC. 20, T. 27 N., R. 4 E., W. M. 15 15 71 _ / ` --- U.S. POSTAL,�SERVICE BULK MAIL CENTER -- 007 _J - - _ r ; — —S 88'46'40" E P QwwmI 359.08 _\60' INGRESS, EGRESS AND ACCESS- —dI zm - J t ._ EASEMENT PER AFN #8508060815 -= = - �_ 1 I 60' INGRESS, EGRESS AND ACCESS& AFFECTS PARCEL C --- --tl -- -_ ---= - -- --_ -_ _ _ �- EASEMENT PER AFN #8508090353 /_ ,_ _(AFFECTS PARCEL 'I /.f°' / ,-- ,.�-• "-_--, _ _ _/_\ \- `/. /�\"\• �\'\\� , \ „4\, r`yu[`\( f�1\��(I � .IJ/}t_,•f/r .'_�tle/"'�—\\ ��, . \ ti-.`'f��V_/ \ � t� '\v\ �\,}\f • \a,,". \ 9.I =.. -�� `_ � `13w3�__ \ -.-.-_l. / -\_' _r e—_i/.__" ' .__._.J..,r.A+ ^`°®/_`-`♦ ° ."._ '�. 1 \P�..•'\�i�!� i , - ✓ -��_ `�--_/_// �`_R/H' � `' /�/ % "".. �-�-•1,�S--.�.A� '"�\ - - �/'\ '�'/\%�—n_� �"✓ � _/-/i / I.? \/�_/_-- .1--�—//!_/1 -/ -✓� � �l l /� 'f/ ''11!!,J� � //v/ � __..G. ��/�\ � �1 �/�� l�O l/ , I�!/ i/// I /// � / JJ/j+l/ j �� IjIw �++If� I�II+ II��V'I1�/I %I / 1 1 �J �/ \�i/ /�'f III ii \�I�l`I /�P �I ,jI I /III\ I:j I /i I I II iI II I I (I II / i�_ !f `+I�Y \��/1 tijt� �` �`• / //`\ / 1 � �/ /�hv \ \�/ /\\\� \��y '\ \� • i\ � '`( / 1 / -/�, /�; � /\��// /\�\�� , ' ,/� �/! / �({/i/�//�Jv i \ ,A/\IE -/ T, <~ / / , a54-- ! —/� �/'IE;i s. ry2h�?vry 4� \3-�.\,\ \?6�$/ ��6• c ` \ � \\'/J\'`\\-✓� _' �\I; i.'\_r/:/ i6`'\r2� 1A 5\`IiII 2I I\t.�8\ i �. cGI7O`/E \/�a VV=,7�;4./3��"..0/ 9�'3\ /.\,0,\ 0 ��✓��l`y.``V'\- /HIEI�\'-/ —II2EE� 4�- 922i -94�, c4�\ ,33(/,058`\�:88 \�/\ � /SS� YE \\!;;•E� -;'e.y.2rryR. 4i M/\/ A A�(/�`i \ ii�� ; 5�. \ G/.F�. � .�\%,/\_�/-! -\� —�"� / �—/"�."..v.Y/a i- `�/ -_ry\; / / / /// � \ /"`-/a1,"/- )3 /\� i(/ / \A1, `l� ,\'-``i-�. -- -`III " / `\ I(-\//"I�(—/�/ I /— `` /' /_— _-,_ //1\_I f� �—/! 1i (Ii ii! i f- _ � �Ii ` ��" �_! ``, i�-I_� `_`-�� i�_-_fS" . 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NO. 4225404 Q �10 SEWER LINE EASEMENT AND OFFICE PATPAC-T VOL.- 96-5O1�392647030 INGRESS EGRESS AI 2 as,2lE 2 'I"Tz4 AND •\\ - m \\' UTILITY EASEMENT o PER A.F. #8906211218 so so '20' SETBACK LINE I 55 0 o CA I s r 1 G f _ / / /�\20 SETBACK tI� I 4ti �� REGIONAL STORM WATER\�\ f c � I -------------- 358.70= ~- --Y--------- _ _---1� \ I I,' W DETENTION POND. (LAKE 6 — ) I t ,l MEAN WATER LEVEL=217.8' S 88'4546" E" —._ III � 1 I � 1 ••� i `; f I 20 INGRESS, EGRESS & UTILITY EASEMENT PER A.F. NUMBERS II ;'5�° / //' i ° ° J ��-�°� \ ( 50 0 25 50 8 4595827, 5469405 & 5835105A VO4 11 :L NUMBER (TYP) CAMPUS B / � \y WETLANDS DELINEATED BY IN uj 0)'I ` ' 0 ICE PA F% \ B—twelve & A SSOCIA TES SCALE IN FEET co 6 , 50/5 470 i IIX '3 S W E -s�-- --- � 279:�60 ° t / � R M=237.49 S ' 88'26'19" E / 18.00 I.E. AT WATER LEVEL I =230.35 { \ / WE \ (TYP nE) o TREE � 12 W Lu -- N :OCA PON' OF PR°PCSEO 95. Q®! \�.•. i CO^f 7ftOL ST.RUC Tt,'ftE \ SURVEY NOTES VERTICAL DATUM: KCAS PROJECT BENCHMARK: NORTH EDGE OF MONUMENT CASE AT INTERSECTION OF 9th AVENUE SOUTH AND SOUTH 344th STREET.• ELEVA770N=287. 40 TEMPORARY BENCH MARK: P.C. MON. DISK LOCATED 100 FEET NORTHEASTERLY OF SOUTH DRIVEWAY.• ELEVATION= 246.53 S 336th ST S 336th ST ROJECT SITE s qC� N � Q V) Q`r Q S 348th ST VICINITY MAP NOT TO SCALE U �m U O O N Fpi - Q r W a D 0 Q z o � cr Q� 0 0 W m W OW j CnLi C) 0 10 0 Cn I CJ Q 011 J 0 0 CID * x N im CD L J W a 3x L 0 oc W 0 o~ < 0 j ! i � � 7 0 0 z 9 z W <� 0 N oc QCC,III _ C r0 '~ O -� o � 0') ,o 00 Ln �<�m Q L U O i m r +� S ai +; 4- � � U U ti 0 0CIO In d N O �2 v z = p CD � m � m W 0. W ow cj) a O o V m z Q C� Q �S LU W LL'j U) w O a CL O • p GC a U. SCALE: 1$$ = 50' F. F w.C.: aI 12b50 FILE NO.: S'REET C I OF 2 . "-11'__1_'_'__ I IN COMMERCIAL (UNDEVELOPED) 20' SIDE INGRESS/EGRESS AND UTILITY EASEMENT 30' POWER EASEM T — — — — — N 88° 46'40" W 1656.52' �� \ 19 2-Al ` — 20' — GRESS/EGRESS AND UTILI '— T EASEMENT r-- I 260' �I ~I 24 o I I1m I 1 I ^ I � -1" - 216' o \ r7 N I 61' Ln N I NEW T- STA PACE! o f I I I I I I I I I(I I I I n till, NEW PARKI G J NEW 71 SPAC / N 88°38'1 1326.99 I I 47%'-4' V) J d RESIDENTIAL oQ' SITE PLAN � 1 A0.1 SCALE: 11° = 601 — 4THTFFFF I I -P � rffl+H4� w _� — — — — — �4 EXISTING 37 SPACES a, ETBACK N _ _ Ej--- \ N 88°46'40" W _ — —' X — o - - - - �� SPACES ` EXISTING 2' SPACES 70. v J J EXISTING � ' Q I c • I ` QP��S � �� NEW 16 3(ACES / ,q ,� C7 4'SE ONDARY TRANCE J SPA E VI/ J O XISTING F= I <<F V _ Q` 19 SPA >< X C \ ` EXISTING 42 SPACES 14- TO c� M N o J6"' I mLLI > >9 N N I XISTING 26 -3 234'-1 \ I EXISTING 43 SPACES SPITAL EXISTING MEDICAL OFFICE - — � 16, 5 SF �, BUILDING _JT-467,7,,TSI38 ' oh%51)300 SF EXISTING 53 SPACES w i \I _, 1 I -- -+253.00 1ST FLOOR F.F. / T � / / 53.35 EXISTING 52 SPACES z �\\�� L _ I - Tan Ewa, .. COMMERCIAL (UNDEVELOPE � I 1 i II 0 Q co II EXISTIN PRIMAR :NTRANI TOTAL GROSS FLOOR AREA: 70,773 GSF OCCUPANCY: "B" - GROUND FLOOR/ FIRST FLOOR/ THIRD FLOOR 1-1.1" - SECOND FLOOR/ CONNECTOR BUILDING TYPE OF CONSTRUCTION: 11 - FIRE RESISTIVE; FIRE SPRINKLED (MAIN BUILDING) I. FIRE RESISTIVE (CONNECTOR BUILDING) PARKING TOTAL EXISTING PARKING STALL COUNT: 707 TOTAL PROPOSED PARKING STALL COUNT: 827 DIFFERENCES: 120 EXISTIN o z SPACES 2� Q0 z� EX�S G GAS � x Se P 1 \ I 111/lll/llll N 88° 26' 19" W 364.22' � / S oN riNc o 45.77 I ElV oAI�Y I EXISTING ARK INGN �0.5�,ANce TOTAL OF 114 SPACES _ _ 0 s2,; 4` J LANDSCAPE AREA-- PAVED A = 43 796 SF (59%) CD 0 CSR 0 r-I n LAKE NO. 6 l IR / 4 w rn (EXISTING DETENTION POND) 0 4 I I \ 4 \7 I N 88° 26' 19" W 297.60' \ \ — 30' POWER EASEMENT I — 20' SIDE INGRESS/EGRESS AND UTILITY EASEMENT \ \ \ \ 1 COMMERCIAL \ \� (UNDEVELOPED) 1 � / SITE INFO TOTAL SITE AREA: 22.32 ACRES c IEI�c cdc c I I \\ I EXI ING I � �^ PACES �S\A�C HEERY Heery International, Inc. 1326 Fifth Avenue, 8th Floor Seattle, Washington 98101 Telephone 206-587-0473 Fax 206-587-0469 7300 REGISTERED ARCHITECT tSTATE n P. rHTON OF HEERY PROJ. NO: 99613-00 DRAWN BJ/MR/SW CHECKED BY BJ/BH DATE 11/10/00 REVISIONS DATE L� � 0 0 W w COPYRIGHT © I= BY HEERY INTERNATIONAL, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF HEERY INTERNATIONAL. INC. IT IS TO BE USED ONLY FOR THE SPECIFIC PROJECT IDENTIFIED OR REFERRED TO HEREIN AND IS NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT, IN WHOLE OR PART. EXCEPT BY EXPRESS WRITTEN AGREEMENT WITH AND COMPENSA- TION TO HEERY INTERNATIONAL. INC. SHEET TITLE SITE PLAN W SHEET NUMBER #A AO.1 01 >- Um SwE 1/4 OF SEC. 20, T. 21 No, R. 4 E., W. M. ✓J r4l 7 I \8*4 _,. qm� -Z x J� I • ;' �--- ._._.� (1� /�,..,,/ �J1`� ��.,(A\ /� n��.J 359.08 �' _ _....... l .._----._ ....... .�. EX J—:1, r TT- 364.22W _..._"._W,_. ^—"�-COI wC8 T2. 48"e RI T2. 48"0�. RIM-253.80RIM�253.53 IE=244.31 —.— .._. _. SO ._ T2. 48"0 - g}W -- — -= { \ RIM=252.80•••a E=243.65B53.99,=247.44 12"Sµ,f 1� 0 SJ0,._�tRINm252.3 '�• =246. 31 y CB T2 48"6 :R' CRATE<253.00\fIE_243.09 RIM_zsz.zsC IE.244.30 6" SWSEGRIM.252.00IE-242.94 (12")CB TiIE=249.46 (e") RIM= S.78 /WATER LEVEL-245.44 2^ it <Ea242.361 / 8" NE 71 low OMB ��E4�Z�},5�z \ �� —fW--XTTI F L 2�5 E 24d rew / - qa6 \ //co C3 j •/ SS EO W7 E- i OCN 12 y r2•)2 lE �'�II \ 1 Iib� �. � �. �. ■w � �{ I �` f � �SOCB �7,,�� C /°• ' 1 I`\// .� I G _ C C C C C C Cce K m2a4"\ o1oJ / 1 N.\ / / ie.41 Q....f TRACT ell mow."""SMH 2 .2'_ \ ' SD a �s —' � I � l _ 02 1 40' to M 0 O O 0 N 0 W fm W I- 0 J N O 0 0 (U O U A a A a (U N V 65 0 0% m Lr3 (U U O la w Ld L3 3 a W 0 tN O 0 0 V! W f 6 Z -i J IBM E w L 1 SCALE IN FEET �, , � / `•,`� ff f 1 ` I � I '~ ,,,.-w. -'."- .'y'- •°ram' .. .:...�` _�—�. \ ..:,,,, .. .-- •*+..:.. „' '`.. ` `-.. ,`\., SDCB ` ( /'`f -' -- _ -- o _w•,. _ �� w TO EXISTING DISCH GE Q� DETENTION POND ✓ ��'� Ldi SDCB LOW 5 L 1 to / 3 / SQ SDM I fi VAUOOV 0 \, PILLWAY 135LF�1 D ,o/ fNTfQN P INDSD S88 2619E 279.60 ,� i I RIM=237.49 41 LF�12 SD 18.00f `' / I I.E. AT WATER LEVEL i '•` \ `\ 1=230.35 /\!t�' 30195 /{ D `Ss10NAL EXPIRES FEBRUARY 22, 2002 LEGEND m m = m = m PROJECT BOUNDARY I J PROPOSED PAVEMENT PROPOSED SIDEWALK PROPOSED STORM SEWER — PROPOSED SANITARY SEWER —*cxxxx xxxxxxxx*x-xx— EX DRAIN OR SEWER TO BE REMOVED LLJ r) 3 r V 0 wp p U Q N ()) ® 0 CC M � N R rn a) aQ0 �i00 0 00 V z N Z � 0'. J ww _ ` ® 0 z Z 0 w w 00 W t < � 0 =co 60 N 0 p N J d a)I- d C c 00 C too 0 O� w ��_ u- •F+ n � oo v - - Ld C �3Cm C) (a-`• Q > >` Q w 4.0 C 41 s4� E v ai L-toov s� cfl C 9Q7? rN U SCALE: 1 " = 50' F.B.: W. o.: S12050 FILE No.: S218-70B SHEET C2 OF 2 SEED TO LIMITS • r EXISTING WOODLAND LIMITS OF •. �►+"i. - _ fall, mzidfF KEL JAB WOMB TYPE III LANDSCAPING ■lil■ -.� ,ll� — !� , / ■ ■ ■ — — 1!I IiI ■lil■ ��► ..�, .aria ■ ■ ■ ■ ■ ■ , ' _ ��/��7 '��, I!I li( ICI I■ ■ ■ I■ ■ �11■( - �'/ Mrs -in �®► ■ ■ _( � (� I _( I_I , 1. ■ICI■ ��/� LAIICI ■lil■ � ■_■ ■L I■ ill ■II•I■ ■ICI■ �i�/� � � ,►', � I!I I!I I!I IiI Iil li( �� — �� ■iI■ ''`"' � y�� qa/ v�r• .�- yi. '�►��, !,�`'�1 � li( IiI I� I!( I!I I■I I■ � � I!I e� �� ■I!I■ _ Elwin ■l�l■ �11►'� - � � I!I lil I IiI i i I• ��► ,e�� 1 ■I I■ ��;► ■ ■ Sri. ■ ■ ■ ■ ' , •.. era -in ■� y ,,.,.��-, �� rye, �'�,, �"► _ 74 /�.� I■I , ► . '�``- A" ��u.I H7E91._/ .I �/� �H iS li �1I/I � /ram\ ■I •I ■ �''� ■I!I■ ��► ■ ■ ■ I I I_( I!I ' , ■ICI■ ��; ■I!I■ Elwin _ �-� '� ■ICI 1►Q�1 t �15'TYPE I LANDSCAPING ■IiI■!' �j�1 ��l'a •!► ■ � ■ � � !i( li( IiI ICI IiI iil IiI � � ,�� %�;�'�� Y 10 .� �1�- -... ��Il► '�� " �� .,,�° �`�� ►1�� a` 4�L11r i ��L1 �i�,�, ��'�� •L�� rl� � ��1►i .;... �, ��y�` .I l � � .....��. �11► y.-...3�Q �L1, ��e�tlti�� . �<<, �, i;►ti,;��.Q� DO TLO-qEtqw-6,0,�17,0 RESIDENTIAL DEVELOPMENT Landscape Calculations Total landscape area: 61,698 s.f. Total landscape areas to be permanently irrigated: 61,698 s.f. Total on -site pedestrian areas (healing garden and plaza): 5,936 s.f. Total proposed parking stalls: 208 stalls (22 s.f./stall) Required parking lot landscaping: 4,576 s.f. Provided parking lot landscaping: 7,144 s.f Drought tolerant plantings: See Planting Legend for species. Minimum 25% of all areas excluding lawn will consist of drought drought tolerant species. [*1-1-r% TP% 1 IRAI-rC% EXISTTNG SEQUOIA GIGANTEA TO REMAIN SAVE AND PROTECT EXISTING LAWN ZEMAI o SEED TO LIM OF DISTURB CE ` o GRANITE ROCK OUTCROPS 0 POTS W/ UAL NIAL A CENEN AND ANNUAL ,TS WAITING AREA _ _ ■ICI■ LANDSCAPING MIN km kip UNDEVELOPED COMMERCIAL PRELIMINARY LANDSCAPE SCHEDULE SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATION/REMARKS Accents/Ornamental Grasses/Ferns I gal. cont., full, no damage tips spacing Carex m.'Variegata' Variegated Japanese Sedge as shown on plan. Helictotrichon sempervirens Blue Oat Crass Deciduous Trees Ph t AT—..Ze land Fl Accr rubrum'Red Sunset' Red Sunset Maple Min. 2" cal., 10-12' ht., evenly orrmum enax a ax Miscanthus s. 'Yaku Jima, Maiden Crass *FTaxinus pennsylvanica'Marshall' Marshall Ash headed between 6-T, well Polystichum munitum Western Sword Fern Liquidambar styraciflua Sweet Gum branched, matched specimens. Betula jacquemontii Jacquemontii Birch Seasonal Color & Perennial Accent Areas 1 gal. Cont. at 30" o.c., full & bushy, Pyrus calleryana'Aristocrat' Aristocrat Pear Annual Flowers & Bulbs Actual species to be determined by Cercidiphyllum japonicum Kalsura 7}ee Perennial Accents & Borders L. Arch prior to construction. Groundcover Accent Deciduous Trees ® Arctostaphylos uva-ursi Kinnickinnick 4" pots @a 18" o.c. or I gallon Comus kousa chinensis Korean Dogwood Min. 1-1/2" cal., or multi -stem Juniperus sp. Juniper container at 24" o.c. Acer circinatum Vme Maple min. G height, well branched, B&B Vinca minor Vinca r *Acer ginnala Tlame' Flame Amur Maple Hedera helix'Needlepoint' Needlepoint Ivy Primus x yedoensis Yoshino Flowering Cherry Hypericuln calycinum St. John's Wort Cercis canadensis Torest Pansy' Eastern Redbud Styrax japonicus Japanese Showbell \' \` Native Groundcover Mix: 30% *Arctostapbylos uva-ursi Creeping Rubus 1 gal. Cont. at 30" o.c. Plant first Evergreen Trees 10% *Polystichum munitum Sword Fern row 12" from edge of planting bed. Thuja plicata Red Cedar 6-T height, full and bushy to " * 30% Mahonia repensePinB MahoPlant in groups of 15-20 of the samenia species. Plant up to 48" from *Pines sylvestris Scots Pine base, B&B 30% *Gaultheria shallon Sakd existing tree trunks. *Pseudotsuga menziesh Douglas Fir Chamaecyparis o.'Gracilis' Hinoki Cypress Seeded Lawn; See Specifications *Pious eontorta Shore Pine Chamaecyparis lawsoniana Port Orchard Cedar *Thuja p. Tastigiata' Hogan Cedar Rough Seed: See Specifications Shrubs 1 *Mahonia aquirolium Oregon Grape 18-24" min. ht., full and bushy, B&B or t�. Q *Arbutus unedo'Compacta` *Berberis thunbergii Dwarf Strawberry 7f ee Japanese Barberry container, spacing as shown + Existing Trees and Woodland To Remain: Save & protect Pieris japonica Pieris O *Myrica californica Pacific Wax Myrtle Site Furniture: ORhododendron sp. Rhododendron Bench See Specifications Ilex crenata 'Convexa' Japanese Holly O*Osmanthus delavayii Holly -leaf Osmanthus Picnic Table See Specifications *Prunus lusitanica Portugal Laurel Thuja occidentalis Arborvitae • Planters See Specifications 00 'Emerald Green' Cornus stolonifera *Ribes RedtwigDogwood ®� Boulders: See Specifications sanquineum Flowering Currant O 8 *Abelia g.'Edward Goucher' Edward GoucherAbelia 12-15" ht. & spread, full and bushy, *Berberis g.'William Penn' William Penn Barberry B&B or container, spacing as shown Planting Notes 'ZO Ilex crenata'Green tslan& Japanese Holly 1. MIN. 25% OF PROPOSED PLANTS ARE DROUGHT TOLERANT. DROUGHT TOLERANT *Juniperus sp. *Pinus Juniper PLANTS ARE AN WITH AN ASTERISK mugo'Mugo' Mugo Pine 2. ALL NEW LANDSCAPE CAP AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER O Osmarea burkwoodii Fragrant Osmarea CONSERVING IRRIGATION SYSTEM. *?rums L'Otto Luykens' Otto Luykens Laurel 3. ALL NEW SHRUB AND GROUNDCOVER AREAS ARE TO BE MULCHED WITH AS SPECIFIED. 4. WHERE GROUNDCOVER IS PROVIDED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND NORTH SHRUBS, START FIRST ROW 12" FROM EDGE OF BF-D. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. �an11(Ib�\ U a� STATE OF WASHMTON RECa m ARCHITECT CE12iF1CATE W. Siva AND FS I GNGROUP EAST MADIISCN STREET TTLE , WA 981 12- � 41 6 :,H 20D22J732/ AX 206,322.1 -799 RNET WVVW.WDG1NC.00M SCALE 1 "= 30'-0" HEERY Heery International, Inc. 1326 Fifth Avenue, 8th Floor Seattle, Washington 98101 Telephone 206-587-0473 Fax 206-587-0469 �soo REGISTERED ARCHITECT Brian P. Johnson AIA STATE OF WASHINGTON HEERY PROJ. NO: DRAWN JTN CHECKED BY MAW DATE 8-2-00 REVISIONS DATE 0 0 COPYRIGHT © 1999 BY HEERY INTERNATIONAL, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF HEERY INTERNATIONAL, INC. IT IS TO BE USED ONLY FOR THE SPECInC PROJECT IDENTIFIED OR REFERRED TO HEREIN AND IS NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT, IN WHOLE OR PART, EXCEPT BY EXPRESS WRITTEN AGREEMENT WITH AND COMPENSA— TION TO HEERY INTERNATIONAL, INC. SHEET TITLE Concept Landscape Plan SHEET NUMBER Liainiol 1 CLIENT —PROJECT —NO HEERY MECHANICAL EQUIPMENT SCREEN EL. +303.00 ROOF EL. +295.00 ti 3rd LEVEL FLOOR F.F. EL. +283.00 2nd LEVEL FLOOR F.F. EL. +268.00 Ist LEVEL FLOOR F.F. _ EL. +253.00 j, GARDEN LEVEL F.F. EL. +240.00 MECHANICAL EQUIPMENT SCREEN EL. +303.00 ROOF EL. +295.00 3rd LEVEL FLOOR F.F. EL. +283.00 2nd LEVEL FLOOR F.F. EL. +268.00 Ist LEVEL FLOOR F.F. EL. +253.00 GARDEN LEVEL F.F. EL. +240.00 ALUMINUM WINDOW WALL SYSTEM %AII TII I\I[l II A77-r% (`I A71A I(` rvic-nKi/, mim mild, nr, Vr\A 1r1l WITH INSULATED GLAZING WITH INSULATED GLAZING SOUTH ELEVATION DICALE: 1/16' = 1'-0' EAST ELEVATION D=SCALE: 1 /16' l vl"IA. I- 11 III 11—--"-A,- Hoary International, Inc. 1326 Fifth Avenue, 8th Floor Seattle, Washington 98101 Telephone 206-587-0473 Fax 206-587-0469 HEERY PROJ. NO: 99613-00 DRAWN BJ/MR/SW CHECKED BY BJ/BH DATE 11/10/00 REVISIONS DATE Z2� W COPYRIGHT 0 1999 BY HEERY INTERNATIONAL, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF HEERY INTERNATIONAL. INC. IT IS TO BE USED ONLY FOR THE SPECIFIC PROJECT IDENTIFIED OR REFERRED TO HEREIN AND IS NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT. IN WHOLE OR PART. EXCEPT BY EXPRESS WRITTEN AGREEMENT WITH AND COMPENSA- TION TO HEERY INTERNATIONAL. INC. SHEET TITLE ELEVATIONS W SHEET NUMBER A3.1 - -- a q1 0 :4 MECHANICAL EQUIPMEN EL. +303.00 ROOF EL. +295.00 3rd LEVEL FLOOR F.F. EL. +283.00 2nd LEVEL FLOOR F.F. EL. +268.00 a, Ist LEVEL FLOOR F.F. NF EL. +253.00 GARDEN LEVEL F.F. EL. +240.00 H G F E D C B A NORTH ELEVATION DICILE: =116'=V4r WEST ELEVATION 2 SCALE: �lllW = 1'-O" h MECHANICAL EQUIPMENT SCREEN EL. +303.00 OIL ROOF EL. +295.00 3rd LEVEL FLOOR F.F. EL. +283.00 2nd LEVEL FLOOR F.F. EL. +268.00 Ist LEVEL FLOOR F.F. EL. +253.00 GARDEN LEVEL F.F. EL. +240.00 Heery International, Inc. 1326 Fifth Avenue, 8th Floor Seattle, Washington 98101 Telephone 206-587-0473 Fax 206-587-0469 7300 REGISTERED ARCHITECT • !i ri' b an P. Joh AIA STATE OF WA NGTON C a ow CD Lim HEERY PROJ. NO: 99613-00 DRAWN BJ/MR/SW CHECKED BY BJ/BH DATE 11 /10/00 REVISIONS DATE L - INS Z2� Z� 1z W an Uj COPYRIGHT © 1= BY HEERY INTERNATIONAL, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF HEERY INTERNATIONAL. INC. IT IS TO BE USED ONLY FOR THE SPECIFIC PROJECT IDENTIFIED OR REFERRED TO HEREIN AND IS NOT TO BE USED ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT, IN WHOLE OR PART. EXCEPT BY EXPRESS WRITTEN AGREEMENT WITH AND COMPENSA— TION TO HEERY INTERNATIONAL. INC. SHEET TITLE ELEVATIONS W SHEET NUMBER A3.2 y FILENAMES $121%\195DRAN. DWG CREATED OCT 25 1996 13& 4& 52 UPDATED JUN 13 2001 161 411 59 PLOTTED JUN 14 2001 11s IS 47 (MvG) 11 l 11 V FILENAME, S12196\195TESCP. DWG CREATED AUG 08 199515, 29, 48 UPDATED JUN 14 2001 16r 05, 20 PLOTTED, JUN 14 2001 16, 06, 10 (MvG) 00 ND rn ��z !! - -:� r*1 z o _ _ -rn 00 1 try b � � n z � I r , � t \ - -' I - - -- ,' •-G-"'""" .` i v . nz t l I # V `z� r ,1� @2.1' 4'CHAIN LIN FENCE ISW- ��'�` EAST 0 PROP. LINE o w WN i t I i M t \\ ,r ,' N t , f 7 ! '-- _---"----- W /r rr / / // "'`�.'/'r ,'✓/ J�1 ��~� l �Xs ` \ t � I ,' /` // 5; / /` I t .0 �95. {{ CA C9e 00 0 r }f /'' `�!•�, i m r y�Q r �9 / • "_ 111 I �� ,�`` ��a�•/� r. t F I t,\ �t 1 �t /� / C n�1 / ' OD �9 /l . �.? rr' l_lS �" /�*� \�•� y '� a !/ O� l�a �M�� CQ / 3ro ES / rq /•,�� ! /r , 9 "ram \ `, / / // / r t' '1 � ,/ n, V P L— � '13 , a 0)1 AL 0 �C 0, ' ! ' O (� •• ! o, \ N 0-�-- ,( t- rnk 184.53 \ Sol '14 20 WCD _ 01 N O v N 67.C700000000�\ _.. 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Q W L 04-16-01 CSC -� PROPOSED AMBULATORY SERVICES BUILDING CALLISON ARCHITECTURE, INC. DRAWN N4 4'0;;6 o E N ®1 N E E m S 04-1 "ll MvG � � '��'�1 .: a� 1420 Fifth Avenue, Suite 2400 CHECKED - N ST. �;A CIS HoSPITAL Seattle, A blvlslon of COWL, IncorporatedWA 98101-2343 pp (n Phone. 206 623 4646 8320 154TH AVENUE NE, REDMOND, WA 98052 CITY OF FEDERAL WAY COMMENTS 06-14-01 CSC „ y N Contact: Mr. Gil Jaffe TEL: (206} 869 2670 FAX (206) 869 2679 APPROVED SHELL AND CORE BID SET 05-09-01 CSC N FEDERAL WAY WASHINGTON SHELL AND CORE PERMIT SET 04-16-01 CSC 0 0 v 11 1 a I I I I REVISION DATE BY FILENAME, S12196\195GRDR. DWG CREATED, OCT 25 19% 13, 48, 52 UPDATED, JUN 14 2(XI 151 42, 45 PLOTTED, JUN 14 2001 15, 43, 30 <MvG> \ _1 v w N r Z, yu D w�■■ ■ � �_ _ ! W � t� �� 'r� � i �� 1 rt � � l / � t` �..!' rrr i r .j'/ ` r', � � ' � `�' :: r 4 i \ t \ t � \ t \ t � \ N. O _. 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DWG CREATEDt OCT 25 1996 13s 48i 52 UPDATED, JUN 14 2001 13s 02, 48 PLOTTED JUN 14 2001 131 031 28 (MvG) N -A rn N N L4 O) QP1 STORM DRAIN PROFILE 'G' Ka O O � O d 4 d i D 7 STORM DRAIN PROFILE 'D' N N O N�--tW I II GdAw � � N � � J I rn ha IS �Oy i Ov ON �'th'1N O CHw�n NNOD N N ao p � � '4 or) v� 0O ® v, cn i i O � C cn cn 00.__....1g��- o � o o I L r Illf l y I o GI CJt Qi � O N -0 .. as O �y II O O VOi U Nn O O Oho if N m m KaNJ r` I( I( CN K3 CA `1i f'FC O O to 0 Z O O I� I f EI l f x � r yI f f @ (f w (A 1 E I n if 1 1 I _wn o oZ• ---v op r 0 vi ONE 1 _. r0 g v bo v ® op N N 0 n STORM DRAIN PROFILE IF O O > yN _...__.._..4 kNm X )O N111�Ka or(-)-)! I z Z t z II $o z o D !0 D C rr ~ z ± f O z i O obi O ` m -�A twit O O STORM DRAIN PROFILE 'B' N N O O moo W �mmw hi 'U CM Gi a m to O k r r7l 3 1 � E CA 00 r j n100+ o o CD r-j �nl%C>C%C>CX irri x 00 C � �.► -.► w OD II n II II II N co' "INtN+IGNi((At(y) laj N o w N � �,• t -p. oQoc�oN^ � O O v STORM DRAIN PROFILE 'C' O d II 41 N t I U�i N� O ` I I w JGI � 12 IJ sus � � W 2 N ' N 7t ' r n w o ' � O o N' VI ® W o� Z. r o 0000 M I oO � n O w O O1O f rirn v �+. � b 00 O O w N O obi O O 0 DRIVEWAY CENTERLINE PROFILE 'A' N N N N N Gl -p C?t O O O O 0 0 0 n A 0 co IV m N OD I w _ -� N v ROAD AND DRAINAGE PROFILES PROPOSED AMBULATORY SERVICES BUILDING ST. FRANCIS HOSPITAL FEDERAL WAY WASHINGTON PREPARED FOR CALLISON ARCHITECTURE, INC. 1420 Fifth Avenue, Suite 2400 Seattle, WA 98101-2343 206 623 4646 Mr. Gil Jaffe ®O WL E N�IN E ERB A �tvislon of DOWL, incorporated 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: i2061 869-2670 FAX: f206) 869-2679 BY Q � s CH j r' Nr oy 7 8 K b -- -APhone: ifContact: v� DESIGNED 04-16-01 CSC DRAWN CHECKED CITY OF FEDERAL WAY COMMENTS 06-14-Ot CSC APPROVED SHELL AND CORE BID SET 05-09-01 CSC SHELL AND CORE PERMIT SET 04-16-01 CSC REVISION DATE BY ►-4 5/SH-r ' II S 88'44'52" E 3�4.88_ � II I I ICI•. � � ?�s � ---- ----- „ u ( I II I I� �b -- LANDSCAPING �g0 d° ,ti �$• I--II-----bfI I IiII I I IIIIIIIIIIIIIIIIIIIlII IIiII II IiIIi III II I (III �( I IIi I(I IIII I(I(I I�I•:° {•:.": ••. : tiD�ry,�I3 ( :�_,. q -�,�- •:,:".;'.' ��'o _ `'�� ,0 e 5c6 c .Cy�,� y�y�ti-��ti�c 8' -;,�� c��' C cti'�ryti,� `�e � ��C,^c,�8 �• M6ctit�� c hc� ��c c cti� ryrpyG°' v ��$'� I I � 4-6ti2y" 4��5 ,?�,y`'•:':.'p,•'•.:•Y• ... tiry��_ • '� \�?IIkI iI �a 0 n - N � I�oO c cVII C 62' Iasi 3it I 8, 45 13 -4 n � LS SDMH °3 LS 0 ev WITH h 30' ELEC.�0 LS 2 R51CB 04 5' A / SHT. - . ESMt. � IE E 'TYPE 2-54RATE . RIM 2218 IE 2143 (3611) 18' I ( I I I 0. RIM 224.0 � IE 2145 (OUT) 41 18' 25' 9' 45' `�� IE MIS `�� IE 214.1 (IN) g .y'1�• �� I r I if 9 45' DT. ' NIGH CHAINLII�NG FENCE 0MAINTAIN 4 MIN. 0 '63 9' 34�61' �ti -18' I 0 6SEE ARCH. DRAWINGS FOR DETAIL � HORZ I I yti0 BETWEEN STORM STRUCTURES „ C13 05 TYPE 2 ,^� ^ v N ?? I I RAIL RIM 225.9 AND WATER LINE (SEE SW C-2b) `�� 13 LF 8 PVG or), h�� 0 2 3$0 ( I I fC ( t 0 S 0 f E 222.0 RIM 222.0 h ry y oQ a LS 0� 0 0 �0 IE 215B (OW III I I Il :.. • �, ,�h rye 0 ry� N ,. IE 21 b (III,) �," r1r/ W „f� h� ?�.P p"? o N TOP BERM ELEV.- 211.1 O o 0 0 1 LF 1? S ti IE NOT p 23 Ig 5 348 Z N ST• VICINITY MAP LNTS) 3 LF 12" ADS N-12 * 4 3!� R 8-• LEGAL DESCRIPTION ROCKWALL (HEIGHT VARIES) 50 LF 12" .... • •. .•.• , . E ` a0 ADS N-12 THAT PORTION OF LOT 2, WEST CAMPUS BUSINESS PARK, ACCORDING TO THE / h PLAT THEREOF RECORDED N VOLUME 91 OF PLATS, PAGES 18 THROUGH 82, I III I 0 O.17, r �, �, 11 NOTE: CONTOUR INTER`.,AL IS INCLUSI%� E IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED ( III I C4 ( - - - _ - �' MEGH IGAL EN LOSUR :, , a� 22j71 �, I 2' IN POND AREA ONLY III it Rp°° » RD •• :: �6 �, �`3 �s\ AS FOLLOWS: I p I II nu w i If • • I ry�� YD "20 ry� Q YD �9 RD YD '18 ry a / COMMENCING AT THE SOUTHWEST _ nr n �. ( CORNER OF SAID LOT 2, HEREINAFTER I III I •m� II n: • I I I' RIM 221.5 RIM 221.4 RIM 221.5 ~ YD �� 2f.::...= 8y '� / ( REFERRED TO AS THE TRUE POINT OF BEGINNING: I I I - u• 221.4 IE 219.1 I RIM 221.5 ' .:- :: 0 ' E219.4 IE �, �0 I III I(� HP 34 LF 8"PVC IE 21,53 ,yti O� g IE 214. THENCE ALONG THE WEST LINE THEREOF NORTH Ol'14'49" EAST 325.00 YD "16 31 LF 8"PVC * O399e 35 LF 8"PVC 31 LF 8"PVC RAMP' S 3 I I ri FEET; I III II Z (I II.., I I * 0a649. * 0.009. * 0�1ye ,2� ;n 0 I C-23 THENCE SOUTH 88'44'52" EAST 314,58 FEET TO A POINT WHICH AT RIGHT ANGLES MEASURES 1.00 FEET SOUTHERLY OF EXISTING BOUNDARY LINE OF RIM 221.4 �-- I INSTALL 16 WIDE ACCESS GATE SAID LOT 2; IE 2198 ao � _ry _ 'R` �x " � THENCE PROCEEDING SOUTH '11'S8'S " 1 EAST ALONG A LINE PARALLEL TO AND YD h5 w' CB 08 31 Z e P 1.00 FEET SOUTHERLY �OF SAID BOUNDARY LINE 15.95 FEET; RIM 221.5 �oposE � ONE STORY RIM 2203 m :n A,S THENCE NORTH Ol 16 '52" WEST T 10.0 FEEL; yam' 1� THENCE NORTH 88 44 52 WEST 10.00 FEET, ( I II•." �4 22I2 1E 219a6 OFT -ICE 8�I�� II IE 216.0 (12'") ?�j ?� a R o� o I THENCE O30UTH 01'16'11" WEST 120.00 FEET t0 THE SOUTH LINE OF SAID 4 40 3 LF 8PVC 2�I LOT 2; in FF.=222.00 a CONf'ROL MH 02A THENCE ALONG SAID SOUTH LINE NORTH 88'44'52" WEST 320.01 FEET TO � I II I I �•:� L_ 22�� '� .7g O IE 21 .1' (RIPRA OUTLET) TYPE 2 112) 1 THE TRAE POINT OF BEGINNING. �+ €3 1.4Q9. YD �14 •y LL, -� m� ?� / / RIM 221B _RIM 2215 g .19 LF ADS N-12 *0.53% SEE DETAIL ALSO KNOWN AS PARCEL OF KING COUNTY LOT LINE ADJUSTMENT NO I ( 14.0' IE 219.1 � Pi 1 RECORD: ED UNDER RECORDING NUMBER 8906261288. E • 8903022 I I I (I ((•: •.. ( 19210 ,y�' T B •9 2 54" ,ti1�' •F�213b' � • I I 25' o� I" �66- *Obit. I I I I 15Lr BASIS OF BEARING: PLAT OF WEST CAMPUS BUSINESS PARK, RECORDED 2211 EIN VOLUME 91 OF PLATS, PAGES 18-82, RECORDS OF KING COUNTY, WASHINGTON, i I it I I NP 33 LF 8"PVC i 215.402") RD _ IE 2153(36 ") / CB W/SOL ID LID 01 - VERTICAL DATUM (KCAS): , PAINTED AERIAL PREMA PK * C OF S. 348TH ST. ?�� '"- RIM2183 IE 213.5 N 88'44'S2" W 10.00' I.E. 2135 S. 15" N-12 150' WEST OF filth AVE S; 300' EAST OF 3 lot INTERSTATE BANK EL=2360. ( III I � i III••;:•' - i- ' '---`-' '-----'• W I - - - - _ ,.... :_. I.E. 213.6 NE 15" N-12 NOTE: LEGAL DESCRIPTION, BASIS OF BEARING, BEARING , VERTICAL DATUM, ( ��i �°� 102 L 8101`ILTRATION EXISTING UTILITIES INFORI"1ATION AND EXISTITOPOGRAPHY TAKEN FROM �•�� ; 0 �`� , •. \ �. III II i I Il ; : • :: M1 - y I I II III :` ',�°Q . • �5WAL . BOUNDARY t TOPOGRAPHICAL SURVEY BY , DAVID EVANS t ASSOCIATES,, ySEE SHEET c-2• : '` _• - LS fi `�ti 15, NOTE: TH15 SHEET REFLECTS ASBUILT CONDITIONS FOR THE STORM SYSEM ONLY I Ili III` CB h3 4 ��STORM DRAINAGE RIM 221.50 �� ry�� \� \0 I ti I EASEMENT NNOTE: HIGH POINT ELEVATIONS WERE SHOT 8E`ttIEEN IE 216.11 (12) $ y r, I iA �, ,y� ' ,��. I �`b I �f5 +14 AND CB 013 AS PER II I I it y . I IE 216.1 (12" `r, ti :�' o'. ' ':' -:•'j ? v ry �� YARD DRAINS 016, , 0 SIP I - ❑ EXISTING CATCH BASIN CITY OF FEDERAL WAY INSPECTORS INSTRUC- T II ( I} .; • II 221.11 V V e V y V V V `tip LS ry "1 ROGiGWALL < RAIL 51 10 30' O I �0 .�� ti e0 �0 _33 I TIONS. II I 66 0 12' 30' 0 PROPOSED CATCH BASIN 80 LF 12" ADA N-12 * 0389. „ 52 35 O I ❑ i 85 LF 12 ADS N 12 * 0,599,I �9. 0 I O EXISTING STORM DRAIN MANHOLE W_ if C5 012I ( W II . , � Q M 220.1 0�0 °� �0 �'1170 25'R I 0 D/SH I C-23 ® PROPOSED STORM DRAIN MANHOLE I 216.4 � 'r10 ry0•\C13 RIM 219b CB �10 II If 3 N• E IE 216.1 ry� RIM 220b ry0 O EXISTING SEWER MANHOLE II I I11. �I --R- - IE21.6 '� pu. ® EXISTING WATER VALVE :- I I i II'•••:�� .. � - - - - '� � I � I -o- EXfB ING UTILITY POLE I III I ( I Ifs I I ry�0 Q? ( SANITARY To EXISTING TELEPHONE RISER II I (I•:.: I I LANDSCAPING ! SEWER IE 213.o I I ( PUMP STATION EXISTING FIRE HYDRANT I ,\5ANDON --,� ��, ti I III' I 21 51I I O PROPOSED FIRE HYDRANT PROPOSED FOWL - - - - - - - - U,� L fNE ELEVATION JOIN EXIST. SIDEWALK 0 N 88'44'52" W O23 O1 e '- - -- - - � I LS LANl�:'vCAPING U J - RIM 215.14 �� I / I �� \�--- ------ -- -ISAN Q. AA --------------- ------ ---_-- 0 -----16" WATER _ I.E_208.54 --- V ��-�__ -- - -------------� -------------------------- I Lam_ __ _�-- r-- __ _ _ __________ --�\ - - - - - - �7 - >�' •-�_ ___`------- ----T------------4----------- ------ RIM 214.13 RIM 21453-_--_--- -7_ -- _ �� LU I.E. 211.03 NW t E I.E. 21062 N EXST. CB 01 i Cd) - - - - -14" WATER_ th ST. B I.E. 210.41 W RIM 215.1 � RIM 216.99 `'' I.E. 21031 S I.E. 212.E NE tS ,, U I.E. 21239 NE 1p I.E.210.69SW, N t W ---------------------------__-=----=='-_�-__- - - - - - - - - - - - ---- - - - I I C$ -1?" SEWER----- ------ -- ---,�� - - `i' I RIM 214b2 T ��-------------------- - _ - CLRAU 2" GAS --.---------- I__ I.E.I.E.2082 N - I.E. 209.12 W- - - - - - - - - - 2 11 GAS --_------ - - - -L RIM 215.16 I I.E. 209.51E----- I-I.E.2123) E-------2" GAS ---- --------12" GONG.-------p------ - I I.E.212.26 N t W-----------------------5 Designed D.J.P. Approved � Barrett Consulting Group STATE FARM MUTUAL AUTOMOBILE Civil/Environmental Engineers •Land Surveyors •Planners Drawn D.J.P. Scale 1" =2" Date OCT. 1993 I N S U R A N Pc� Ctt o 720 South 333rd Suite 200 Phone: 838-6202 (Seattle) C E COMPANY Date No. Revision Description By Checked T.W.W. P�oject No. HA00505 Federal Way, Washington 98003 927-1 839 (Tacoma) EXISTING DETENTION POND COORDINATES NORTWINr� =AA'r1KL- ;:I =v* r•�tarcrott�,.t 1 5320.13 10381115 - PROP. C0R• 2 531580 10391.12 PROP. COR, 3 5292 b 103613A 213.4' POND 4 5293.4 10381.1 213.5 POND 5 5241.S 10311b 213A POND 6 5241.2 1036'BA 213.4 POND 1 5213.1 10358.0 213.5 POND 8 5210 4 10315 9 213.4 POND 9 5169.2 10312.5 213.9 POND 51138 10354A 213.5 POND 11 5196.5 103648 213.2 POND 12 52048 10354.4 213.4 POND I 5112.98 10322.60 PROP. COR. 14 5111.45 1039258 PROP. COR. PERMIT NO. 92-0595 NC C I T*I' OF Ff=_ ID f-= RAL l A*r Ae--5U(1.._T DATE> G STORM ASSUILTS FEDERAL WAY SERVICE CENTER Field Book Vol. 3 Bk. 80 ACAD No. 1242A-20 Sheet 1 of 3 ��t TE . to ii !4466 C A.\� FOR pthR)G.lkwA 011 10 ®10 b1.BLp1►.►G � uNE ® D CUPS D61UL. SUT C 1. (r(P. ) this 12" - TA& T tom+) ►E �`-tMl.S7t1J W) CAN. �,c. ht i eQ► 04 • . ' cx. a�cEaie�,x . i IJOT'E : WbTALLIATIal OF 6%TF- 1 IfMt4ATtdW :=AGtL Ml'lsg ARX "Or Pep.)-MiTlIF0 I" Crrc IttcAW- OW - I„ l,AY . TW6 It CLUDW-5 t-tU1E.!" , WwA0s, \I&LveS , t4emR'S A &10 d ussL Et�tATEU AP'Pt1R1'IEI.1Nl►►.ICE� . AvIlf b am. "AM 746TUW. �'oblw►u► . 1r`0 VERTICAL DOULN K.C.A.S.: NVERT INN #8 ELEV=207.89; PAGE C 8-A Y WATER & SEWER DISTRICT r AV s EK. t& MIA. RIM- zW.86 IE w- ZLS.►6 22e GRAPHIC SCALE r�wreM 1. ALL CONSWIlUCTM SHALL SE IN ACCORDANCE WITH THE WAY CITY CODE (FWCC), CITY COUNCIL CON AL. THESE DOLL > SU I T ! SY THE STANDARD S/'BICM�'INM� P R � M�iiE, AND MUEINVIN I`AANt~WA). THERIMIS #T SCt3ts), AND THE WIATMI DESIGN MAWJAL IT ; 214IML 1* TW SOLE RE SP ' ' T APPLICANT AND THE PROFESSK K,%L 901111111111111111 TO CORRECT ANY ERROR, OMISSM, OR VANtATM VIM THE ABOVE REC1- 11 -1 0 POUND IN THESE FLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVjfWED ACCOROM TO THE FEDERAL WAY REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVSKOOKED OR MISSED SY THE CiTy SNesooffoo PLAN REVIEWER. ANY VAS IRRM111 ADOPTED STANDARDS IS NOT ALLOWED UNLESS S"EC#%CALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIM TO CONSTI�tL1tiON. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY. ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND 'THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BB LIMITED AS PER FEDERAL WAY CITY CODE (SECTION 22-1006); NORMALLY THIS IS 7 AM. TO 8 P.M., MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'SICONTRACTOR'S RESPONSIBILITY TO OIIITAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WOW WITHIN TW ROAD OUGHTS -OF -WAY. 8. HW4CH=D UTILITIES OF OTHER 14TALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHWkNOT BE CONSTRUCTED UNLESS AN APPROVED SET OF KAM THAT MEET ALL CITY RECSNBI1-OWN NUS AND THE RECl1 RENTS OF KCRS CHA nU S ARE SUBMITTO THE CITY OF FEDIIIIIIIIAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL: DATUM SHALL BE KCAS OR NGVD-29. ZZb Nora AM T+f>!® liY gy 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE B ACKN D WITH 6/8 INCH CRUSHED OONt�+''Y' EJi1t�IrMrllEi, NC. �� ROCK. FEW VWWW BY OW MM 12. ALL UTILITY TRENCHES SHALL BE BAC KFILLED AND COMPACTED TO 95% DENSITY. EEPON ON 5/ 10/ft 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ?.ZZ ACCORDANT WITH WSDOT 2-M.9. 14. OPEN CUTTING G•F EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE DIROCTOR OF PUBLIC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL K RESTLI.ED IN ACCORDANCE WITH KCRS 6.0303. 15. THE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EOUIPM191T, BAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE POIFORMANCE OF WOW COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVEIAJtD RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL. TRAPM FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL ABPftY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL. ► TF- : PAWEMEWT, CURB, CAAn At.10 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. ticsWALY. SWALL ESE cur AIO VJEWMED PW L R¢oGRNL WILY MlbS4 A►►o w"QFNce►'r w5l"b, WHERE UTN.1"tY atobb%X6 Am* MADE. trip.) is be-Elt.11 is IV--24t.II Irw/ba) OX. eAP45 to. IV -tit' "R. It" - tit. 6cttortwA �►+•+� RbRY 1►1TERSt:CY toN FOtIJT O� Y.Y / N- - t� MOt1. FOtENO tE a"-w?.dR TEN.. MIA. eyc . ce Rt H - 7-17. Ib IS IV- 11T.4to (N) tE 12�-x12.3b(W) ®PM SCHEDME P-1 IZ LF - It" tO &Z 415'/l P-2 ZZLF-IV to a Z.00x P-3 100LF -4e _hP t O.0'/. f W#.t.F -Z e�CHPeF--U ) ® F-4 5t..F -18" 5 o & O.C6 -/. P-5 IOOLF-4Vr::W&0-Cd (v�rLLF-36"CMPe Ej1D0) ® P►(o 5LF-18"5b a I.aod. P-i ►ooL.F- 4e C-vPeo.014 6/Z LF- 54:C W d EU05) A-5 14LP -1V D I, dl 39,1404 591.E-Ir bo d 3 '""A P-10 21 LF- 1 r VO a 2 1 1.4 P-11 59 LP -► 6 0 PVC d 1.75 -/• MW. (Di0WW!A%UT) e o, =..IIIR .. TtitE'a VOLUMES Allm FOR PEw."rr PMCE✓5 o►bY. 'r'ttvY &RF ►-� Tb Be uta0 w TUE CUT 3581 cu.`rDS. PILL. 50 GU.Kpg. F4CAM65 00 ►1OT IW A.LAM A►.1Y ItritiOV&L OF UI. 6UlTAbt.E M&TVRIAL MDM SITE. ® vile SC "r ® w1 4�t RIMTMZZS. 1554"c UMD LID U C. O b -PIPE 1:tOGt V460WO UMCA,Vl0U 0 LID ® ►v M-2.14.s5 (w) SW la-214.55 (�) Rt M - 21G. C► 3 Ea. 2 `e>ta►� tic. c.r�a ) -- Ex. 12" 1E Sttt.y3 (FIELD VGRIFY) � ► ww 12-' a - 211.8 3 (w) m -r s II - 54"¢ w/uxuo Locri 0 0 ® RIK- Zt1.00 FoLo4o UD� ►e" rw - 2.14.SO (a) O Gb- rnoa 1E-74 to/60LtD,I.,OMWG,ROA10 UD 3w LIE -L14.50 (u) RtK-tzt.a3 It* ,& . - Zt5.24 (5) 3(e" W. - 2A4.13 (M) O G6 -TYPE x- S4-s tW/bowo Loc uW4 1 © R1N-220.74 R Ju 40 LID Qt 0 C®-TYPE Ti-" 4'� hl�9W.)O I.OGKiuG , r�atWo %V a-t14A4 (W) it" is -Ill.. 84 (E) P.1 N - 225."IZ Lto ® t8 �- 214.5Z ta) ate" W -v4.54 CM)) W 16- 214.15L ('S) O C8-rlPrs U-5410 w80uO,LOGKBJG,Acuo,10 UD� RIM-2L4.�5 34fWL-214.+0 (6) ® ce -i-TVM Z-t- RIM - 22A.15 lee-Z21.53(W 40 IE - 111.45 (!W-) 12" IE -z21.43 (NE) ® Cb -'rYPa I RIM - tt1..30 IL" IE-ZZ3.55 (6W) 6" IE • 22j SO (5) PJDAOVR AND BLOCK E7asTING 12" CULVERT. REMMIMMI DRIVEWAY ACCESS AND REPLACE WITH VERTICAL CURB AND GUTTER (SEE DETAIL SHT CU) AND V coNcam smmwmx TO MATCH E aniNG. SAW= AND REPLACE Ex PA'YEMEN'I' AS NECESSARY. ®® If+ Au. at CX311rA1+lmc AL CURB & GiTI.ER SECTION DRIVEWAY PER KM WM Na 3.004. SAWCUT ANU REMOVE E LISTING CURB, oU'R M Am !9 ? wmx OR REMOVE TO NEXT JOINT. SAW= AND I 111311AAX ASPHALT PAVEMENT AS INFAMSSARY. © TO WGF OSE EXISTING 12" PIPE L DCATION AND VERIFY gLj4 "VA pot To BEGINNING CONSTRUCTmN ON -SITE. SHOULD NATION VARY FROM THE EXISTING ELEVATION TM. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER , +IINt3 CONSTRUCTION. THE DESIGN ENGINEER FOR. ' NICK HORN, PAC-TOZH ENGINEERING, PHONE 243-7112. VAULT - PAD. ELEVATION, SIZE AND EXACT pLACghopT To BE COORDINATED WITH POWER UTILITY TO AVOID CONF= WM OTHER UTILITIES. WtALL 6, s or x 1' THICK RVRAP PAD AT PIPE OUTFALL IN Accoonmm WPTH SECTION 9-13.1 OF THE WSDOT/APWA SPECS - UM ARCWMt' rS PLAN FOR PARKING LAYOUT, SITE DRAENSIONING, AND SIMWALK DETAILS. SEE LANWAPE ARCHITECT'S PLAN FOR ON -SITE LANDSCAPING DE~I"AIL. ©9 CONNWt TO UTILITY STUB S' FROM BUILDING. SEE MECHANICAL PLAN FOR SANITARY SEWER AND WATER: CONNECTION AND ARCHTE.CrS PLAN FOR DOWNSPOUT CONNECTION. dA MALL TRASH RACK PER DETAIL SHT C2. ZAMI!TINE TELEPHONE RISER - COORDINATION WITH APPROPRIATE ti'I'IL.iry SHALL BE MADE TO FAC=ATE INSTALLATION OF STORM SYSTEM LINES AND BASINS. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRE - CONSTRUCTION MEETING. 2. ALL PIPE AND APPURTNNANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDA1110E WITH WSDOT 7-02.311►. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED. PIPE BEDDING, TO A UNIFORM SPAN SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #t1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRWCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVOLIKII ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STR!>U ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LK'?S. S. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS MkWING NUMBERS 41, 46, 47, OR 48. 7. ROCK FOR SON PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATK)(NS: 4'-8' ROCK/40%-70% PASSING; 2'-4' ROCK/30%-40% PASSING; AND -2' ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 61 OBI AS AMMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL. NOT BE USED. PLAN NOTES 1. THE EXISTING UTILITY LOCATIONS SHOWN ARE TO BE USED AS SHOWN AS APPROPRIATE LOCATIONS ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTION. CONTACT UTILITIES UNDERGROUND LOCATION CENTER 1-800-424-5555. 2. CAUTION - EXTREME HAZARD - OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES, IF SHOMM, ARE LOCATED POINT-TO-POINT, POWER POLE -TO -POWER POLE CONNECTION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. 3. UNLESS SHOWN OTHERWISE, DIMENSIONS TO DRAINAGE STRUCTURES ARE TO CENTERLINE STRUCTURE. 4. STORM DRAINAGE CONVEYANCE PIPE SHALL BE: A. REINFORCED CONCRETE STORM PIPE PER WSDOT SECTION 9- 05.7(2). (R.C.P.) B• GALVANIZED STEEL SPIRAL RIB PIPE PER WSDOT SECTION 9- 05.9, WITH TREATMENT 1. (S.S.R.) C. CORRUGATED HIGH DENSITY POLYETHYLENE PIPE, SMOOTH INTERIOR PER N-12 PIPE AS MANUFACTURED BY A.D.S. INC. OR APPROVED EQUAL. (C.P.E.P.) CONTRACTOR SHALL NOTIFY K.C. INSPECTOR TO FIELD VERIFY HDPE PIPE PRIOR TO INSTALLATION. D. DUCTILE IRON (DI) PIPE SHALL CONFORM TO ANSI/AWWA C151 STANDARD THICKNESS CLASS 50. Q 5. STORM WATER PIPE JOINTS SHALL CONFORM WITH K.C.S.W.M.SECTION 4.3.4 FOR THE TYPE OF PIPE USED ON THIS PROJECT. A6-BUIU7 z1n19g 10 cb - T%(PE I PUBLC WORKS PRECONSTRUCTION/ ItA E z we cw) INSPECTION NOTIFICATION PHONE--661-4131 6" IE -zIB.IG BLD 92-2479 n I t IT � r r b N � +s� a u a 0C �®d =<s ,S j .. . _ .-_ . GU R.B 4 G uT-r Ez A.Q c) s, ---�____ SIDF-WA.LK... BY" C)THE-l2S — _ 41 �� amp _., _ 00 F lk-Qjm-r� — _- AUO SlO&WALr- o e-va-- w ur _ _ - cuc8 v`- Z Gu-*r� <wo SIDEWALK E5yC0EJ!& Ex/ar .14"AffNr � .ems I �---- .evv t�/`I4artes I� 11 I I GUR.B 4 �5u rE2 I ( BY Csr•H F-Rs SEC. Z0, T* ^ 1 N. R . 4 E. At c tla c uI t/- . M. WEST CAMPUS PARKING LOT FED. WAY SEMI. i. E WATER. OI ST. --- I T. L. 144 �J. MARCH or J. YOUNG f Cb,►o�f-ll . I; _ w I� �`_ F F1�� F«� :F,« 1 , _ fly{ w AS — 6 U�LT . . . F1�� . _ t " .. 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La�ELLE, DIRECTOR Q T• L. 5 T xyr � ENr . , , r `c + F-- PRESBYTERY oxo �. 3 8t1� VTR E (I a �I A• I Q SOUTH 34Sth STREET F `� % �.�� - - I-- Ist AVENUE SOUTH — to — 9 th AVENUE SO UTH 0 S EATT L E � r �h �, • SURVEY No.. 20 - 21- 4 - 9 COU T R AD PROJECT Noi �o� __ __----._---_..._ S� 4 S SHEET�OF i" SHEETS . 0 - - , , �s tiq`•,�� 4 � w r Uu 45 SCAIf: NOf. INCNm 2O FT. Vff. INCH=5 FT. ; V ,�, ^- I �O' TBM: STA. 18�50, 15 LT. - �� •/ O // zI0'x35' PERMA>*IEA/T ,m+er rr 4 MAINTENANCE DIVISION No• ' ` ' R R. SPIKE IN POWER POLE ` DRAINAGE EA3EA emr AW/M A l6 ELEV. = 216.52 Gu0 �� '�.oM�° 1-8 24-55.55� �..Ro��o ,yI :: : : : : : : : : : : : : : : : :::: : :: : : : : : : : :: :: ::::: :: :: ! ::: . .. . . .. . . ... . . . . . ... . : : . . OATI< REVISION MY LOU S J. HAFF covNT o fNOINfu \. ....... ........ ......... .... ... ......... ....... .... ..... 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I . ....... • . , ........ . ........ ....... .. EE' Ir eP• ...., S ��N% '' O $ F PC- AX- . .... r At T v ........................... ...... ....... .'t t +• el< . . .... s ZS ' i+te*tZ ..... ...............•................. ............,«•......... ......... . ,.i .. A owe; M eD a �. s .... . -._ ... .E 'o cis t t .. ... ... .... c ... €. . .. .. ......... ......I-- ......... ......... ,,: .. ..... ._ .. .. ........ ......... R i -WA C V ......... E A I� AT'I _: ON INC . �.�. # . AUK ;�..... D: .. .•.................... I.. ._ €... i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ N: .......I. ........ T` :IUI 3ANKM: E N . . Excl :. . S: r 3 :0 5.. .... ..... CCU. Y ... . I :5,. .......... PECK. ..... L:.. BOF�: W:. 4 0 .TOE ......... ....... 9 €......... ...................... ...............•• ::: 20 2i 22 23 € 24 ; - 11. . II�w». 3 0 6 -- 8 2 N m CUT LINE ST. FRANCIS HOSPITAL A BINDING SITE PLAN - AMENDMENT NO. 2 AN ALTERATION OF ST. FRANCIS HQSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECOf ' DING NO. 96041105641 RECORDS OF KING CC�NTY, WASHINGTON A PORTION OF THE NE 1 /4 OF THE SW 1 /4 AND A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON STATEMENT OF PURPOSE THIS AMENDMENT IS INTENDED TO ADJUST THE LOT LINES OF AN EXISTING BINDING SITE PLAN AND TO ADD AN ADJACENT UNPLATTED PARCEL OF LAND TO THE BINDING SITE PLAN. GENERAL PROJECT DESCRIPTION: FEE OWNERS: FRANCISCAN HEALTH SYSYTEM-WEST 1717 SOUTH J STREET TACOMA, WASHINGTON 98405 SURVEYOR: DOWL ENGINEERS LLC 8320 154th AVE. NE REDMOND, WA 98052 VICINITY MAP 0 v PROJECTJ <,, SITE cn S 336th ST VOLUME/PAGE ZONING LEGAL DESCRIPTION OP (OFFICE PARK) LOT 1-A, PARCEL C-1, TRACTS A, B, E, F AND X, ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 160 OF PLATS, PAGE(S) 44 THROUGH 48, INCLUSIVE, IN KING COUNTY, WASHINGTON, AND AS CORRECTED BY AFFIDAVIT OF CORRECTION RECORDED MAY 22, 1995, UNDER SITE AREA RECORDING NUMBER 9505221043. 19.07t ACRES TOGETHER WITH TRACTS C-1 AND D-2, ST. FRANCIS HOSPITAL, A BINDING SITE PLAN AMENDMENT NO. 1, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 176 OF PLATS, PAGES 71 THROUGH 75, IN KING COUNTY, WASHINGTON. TOGETHER WITH THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER APPROVALS OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; COMMUNITY DEVELOPMENT DEPARTMENT EXCEPT THE EAST 40 FEET OF THE SOUTH 200 FEET OF THE NORTH 300 FEET; EXAMINED AND APPROVED THIS --- --DAY OF AND EXCEPT THE SOUTH 375 FEET OF THE REMAINDER; AND THE NORTH 100 FEET OF THE EAST HALF OF THE SOUTH HALF OF THE EAST DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES PURPOSES OVER, UNDER AND ACROSS THE WEST 20 FEET OF THE SOUTH HALF OF THE WEST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID PUBLIC WORKS DEPARTMENT SECTION 20; 8 a EXAMINED AND APPROVED THIS __ --_DAY OF-_______20___— EXCEPT COUNTY ROAD. J SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. ® PUBLIC WORKS DIRECTOR d KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED AND APPROVED THIS _—__—_—_DAY OF KING COUNTY ASSESSOR ACCOUNT NUMB FINANCE DIVISION CERTIFICATE (141 DEPUTY KING COUNTY ASSESSOR I HEREBY CERTIFY ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS OR FOR PUBLIC USE, ARE PAID IN FULL. THIS___— DAY OF__- 20____ MANAGER, KING COUNTY FINANCE DIVISION DEPUTY AUTHORIZATION & RESTRICTIONS THIS BINDING SITE PLAN AMENDMENT IS AUTHORIZED BY CITY OF FEDERAL WAY CODE SECTION 20-61. W04 �O � 35154 f�A'AL LAB S EXPIRES MAY 21, 2003 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF FEDERAL WAY THIS —_DAY OF ---------- 20--_ A.D. AT ---- ________ MINUTES PAST AND RECORDED IN VOLUME _ ___ OF ___ _, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE BOUNDARIES OF THIS BINDING SITE PLAN AMENDMENT AS REPRESENTED HEREON ARE TRUE AND CORRECT AND ARE BASED ON AN ACTUAL SURVEY PERFORMED FOR KING COUNTY SHORT PLAT NUMBER 386052 RECORDED UNDER RECORDING NUMBER 8805020103, ALSO THAT CERTAIN RECORD OF SURVEY MAP RECORDED IN BOOK 46 OF SURVEYS, PAGE 289, UNDER RECORDING NUMBER 8510179005, ALSO THAT CERTAIN RECORD OF SURVEY MAP RECORDED IN BOOK 44 OF SURVEYS, PAGE 150, UNDER RECORDING NUMBER 8504239002, ALL IN THE RECORDS OF KING COUNTY, WASHINGTON., MATTHEW T. WALTERS, LS #35154 DOWL ENGINEERS, LLC. 8320 154th AVE. NE REDMOND, WA 98052 (425) 869-2670 AADOWL E N G I N E E R S A Mivision of BOWL. LLC 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 CITY OF FEDERAL WAY FILE No. 01-102141-OOSU JUL DOWL FILE No. S304-54A 0 r— C m SHEET 1 OF 7 CUT LINE fA W H H O J a v M N co 0 0 0 N J d W Q ca a ul CD .D m m IA (U r U ST. FRANCIS HOSPITAL A BINDING SITE PLAN - AMENDMENT NO. 2 AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO.9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1 /4 OF THE SW 1 /4 AND A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN AMENDMENT THEREOF PURSUANT TO CITY OF FEDERAL WAY CODE TITLE 16.420 AND DECLARE THIS BINDING SITE PLAN AMENDMENT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID BINDING SITE PLAN AMENDMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS OF INTEREST. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. RV TITI F FOR: FRANCISCAN HEALTH SYSTEM -WEST, A WASHINGTON NON-PROFIT CORPORA IIUN STATE OF WASHINGTON COUNTY OF ___--_- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT — SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ------------- OF_----------- -- -------------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLI MY APPOINTMENT EXPIRES BY: TI TLE: FOR: ST. FRANCIS MEDICAL CENTER ASSOCIATES, A WASHINGTON GENERAL PARTNERSHIP STATE OF WASHINGTON COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE---_--_____-- OF-------------------------------------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES__-- — B Y: TI TLE: FOR: MEDICAL REAL ESTATE SERVICES, LLC, WASHINGTON LIMITED LIABILITY COMPANY. STATE OF WASHINGTON COUNTY OF — ------------ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ------ -- -- SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -- ---------- OF----------- --------- ------------------------ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES BY: TITLE: FOR: BANK OF AMERICA NATIONAL TRUST AND SAVINGS ASSOCIATION, d/b/a SEAFIRST BANK. STATE OF WASHINGTON COUNTY OF _—___---_------_ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _—_—__—--- — SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __-- --- OF -- -----=-------- — ------------ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY MY APPOINTMENT EXPIRE RY TITI F FOR: KEY BANK OF WASHINGTON STATE OF WASHINGTON COUNTY OF -- - I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _—___--_--- SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ------ OF_ -------_-------- -- -------------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC ------ — ---- _- — MY APPOINTMENT EXPIRES_---_--- RY TITLE: FOR: MEDICAL REAL ESTATE SERVICES, LLC, A WASHINGTON LIMITED LIABILTY COMPANY. STATE OF WASHINGTON COUNTY OF -- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF---_-- ---------------- ------------ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EXPIRES -_— ------- — Fi W F Q W x. -1 W L O�.35154� E NO IN rm EFIS IS ss .. T. L LAB A division of L'110VV1_, LLC EXPIRES MAY 21, 2003 8320154TH AVENUE NE, REDMOND, WA 98052 CITY OF FEDERAL WAY DOWL FILE No. S304-546 TEL: (425) 869-2670 FAX: (425) 869-2679 FILE No. 01-102141-OOSU W SHEET 2 OF 7 W J L_ 51 CUT LINE ST. FRANCIS HOSPITAL A BINDING SITE PLAN - AMENDMENT NO. 2 AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO. 9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1 /4 OF THE SW 1 /4 AND A PORTION OF THE NW 1 /4 OF THE SE 1 /4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON EASEMENT NOTES 1. THE FOLLOWING EASEMENTS ARE PER PLAT CERTIFICATE ORDER NUMBER 597985, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, DATED MAY 17, 2001. 2. THE NUMBER SHOWN FOR EACH ITEM CORRESPONDS TO THE APPROPRIATE TABLE "B" ITEM CONTAINED IN THE ABOVE REFERENCED PLAT CERTIFICATE. EASEMENTS OTHIS PROPERTY IS SUBJECT TO A UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF RECORDED UNDER RECORDING NO. 4225404. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO AN INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 4595827. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO AN INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 5469405. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO AN INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 5835105. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO AN INGRESS, EGRESS AND ACCESS EASEMENT RECORDED UNDER RECORDING NO. 8508060815. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO AN INGRESS, EGRESS AND ACCESS EASEMENT RECORDED UNDER RECORDING NO. 8508090353. SAID EASEMENT IS SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO A 10-FOOT WIDE UTILITY EASEMENT OVER FACILITIES AS CONSTRUCTED, RECORDED UNDER RECORDING NO. 8603100631. SAID EASEMENT IS NOT SHOWN GRAPHICALLY OTHIS PROPERTY IS SUBJECT TO A GAS PIPELINE EASEMENT OVER FACILITIES AS CONSTRUCTED, RECORDED UNDER RECORDING NO. 8605231053. SAID EASEMENT IS NOT SHOWN GRAPHICALLY. OTHIS PROPERTY IS SUBJECT TO A 10-FOOT WIDE UTILITY EASEMENT OVER FACILITIES AS CONSTRUCTED, RECORDED UNDER RECORDING NO. 8701090715. SAID EASEMENT IS NOT SHOWN GRAPHICALLY. 10 THIS PROPERTY IS SUBJECT TO A SANITARY SEWER EASEMENT RECORDED UNDER RECORDING NO. 8701231444. SAID EASEMENT IS SHOWN GRAPHICALLY. 1t THIS PROPERTY IS SUBJECT TO A WATER EASEMENT RECORDED UNDER RECORDING NO. 8711170757. SAID EASEMENT IS SHOWN GRAPHICALLY. 0THIS PROPERTY IS SUBJECT TO AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING 0 NO. 8906211218. SAID EASEMENT REPLACES EASEMENT REC. NO. 8906070625. SAID EASEMENT IS SHOWN GRAPHICALLY. 13 THIS PROPERTY IS SUBJECT TO A UTILITIES EASEMENT RECORDED UNDER RECORDING NO. 9303111559, SAID EASEMENT REPLACES EASEMENT REC. NO. 8612041017. SAID EASEMENT IS NOT SHOWN GRAPHICALLY. 14 THIS PROPERTY IS SUBJECT TO A UTILITIES EASEMENT RECORDED UNDER RECORDING NO. 9802110364. SAID EASEMENT WAS ALSO RECORDED UNDER EASEMENT REC. NO. 9902191067. SAID EASEMENT IS NOT SHOWN GRAPHICALLY. t5 THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR PARKING OVER TRACTS A AND B OF KING COUNTY SHORT PLAT NO. 386052, AND FOR ROADWAY OVER PORTIONS OF PARCEL A AS DESCRIBED PARTICULARLY THEREIN, AS CREATED IN THAT LEASE RECORDED UNDER REC. NO. 8703100679. 16 THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT REC. NO. 7403190539. AMENDMENT AND/OR MODIFICATION OF SAID RESTRICTIONS REC. NO. 7911290745. 18 THIS PROPERTY IS SUBJECT TO A 10-FOOT BUILDING SETBACK FROM ALL STORM DRAINS IN ACCORDANCE WITH KING COUNTY RESOLUTION NUMBER 36230. 48 THIS PROPERTY IS SUBJECT TO AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. 8504090358. SAID EASEMENT IS SHOWN GRAPHICALLY. T. w`,4 11AS-91, �cf� rn ;d 35154 sj�h'AL LAB EXPIRES MAY 21, 2003 GENERAL NOTES 1. THE IMPROVEMENTS, UTILITIES AND CONTOURS SHOWN ON THIS DRAWING REPRESENT THE COMPILATION OF ACTUAL FIELD LOCATION SURVEYS AND DESIGN IMPROVEMENT PLANS. THIS DRAWING DOES NOT IMPLY OR WARRANT THAT ALL THE IMPROVEMENTS, UTILITIES AND CONTOURS SHOWN ARE "AS -BUILT". FUTURE IMPROVEMENT DESIGN WORK INVOLVING THIS SITE SHOULD BE SUPPORTED BY ACTUAL FIELD LOCATION AND MEASUREMENT AT THE TIME OF THE WORK. 2. THE FOLLOWING TOPOGRAPHIC SURVEYS WERE USED OR REFERENCED IN WHOLE OR IN PART FOR THE BOUNDARY INFORMATION SHOWN HEREON: * "TREE RETENTION SURVEY FOR: ST. FRANCIS AMBULATORY SERVICES" BY DOWL DATED APRIL, 2001. * "AS -BUILT SURVEY FQR; ST. FRANCIS MEDICAL PAVILION" BY DOWL DATED FEBRUARY; 1998. * "TOPOGRAPHICAL SURVEY FOR: ST. FRANCIS COMMUNITY HOSPITAL" BY OTHERS DATED FEBRUARY, 1991 PROVIDED BY OWNER. * "A.L.T.A./A.C.S.M. SURVEY OF ST. FRANCIS MEDICAL BUILDING" BY STEPAN AND ASSOCIATES, JOB NO. 41249.12, DATED JULY 11, 1988. * "TOPOGRAPHIC SURVEY, ST. FRANCIS PROPERTY LINE TO SOUTH 348TH ST." BY STEPAN AND ASSOCIATES, INC., JOB NO. 41249, DATED NOVEMBER, 1985. * "TOPOGRAPHIC AND TREE SURVEY FOR: ST. FRANCIS COMMUNITY HOSPITAL OF FEDERAL WAY" BY STEPAN AND ASSOCIATES, INC., JOB NO. 41249.04, DATED DEC. 1984. 3. THE FOLLOWING DESIGN IMPROVEMENT PLANS WERE USED OR REFERENCED IN WHOLE OR IN PART FOR THE TOPOGRAPHIC INFORMATION SHOWN HEREON: * "ST. FRANCIS HOSPITAL AMBULATORY SERVICES" BY CALLISON ARCHITECTURE AND DOWL, DATED APRIL, 2001. * "ST. FRANCIS COMMUNITY HOSPITAL" BY HENNINGSON, DURHAM, AND RICHARDSON, PROJECT NO. 488-01-24, DATED JUNE 21, 1985. 4. THE FOLLOWING REFERENCE BOUNDARY SURVEYS WERE USED OR REFERENCED IN WHOLE OR IN PART FOR THE TOPOGRAPHIC INFORMATION SHOWN HEREON: * SEE LAND SURVEYOR'2 CERTIFICATE EQUIPMENT AND ACCURACY THIS SURVEY WAS PERFORMED USING A TOPCON GTS-311 5" TOTAL STATION. THE TOTAL STATION TRAVERSES WERE ADJUSTED BY THE LEAST SQUARES METHOD. THIS NETWORK EXCEEDED THE ACCURACY AS REQUIRED BY W.A.C. 332-130. BASIS OF BEARING PLAT OF WEST CAMPUS BUSINESS PARK, VOL. 97 OF PLATS, PAGES 78-82, RECORDS OF KING COUNTY, WA. VERTICAL DATUM - K.C.A.S. ammosam BENCHMARK: NORTH EDGE OF MONUMENT CASE AT INTERSECTION OF 9th AVENUE SOUTH AND SOUTH 344th STREET: ELEVATION = 287.40 FEET AADOWL E N G 1 N E E A S A E:>lviston c f BOWL. LLC 8320154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 CITY OF FEDERAL WAY DOWL FILE No. S304-54C FILE No. 01-102141-OOSU SHEET 3 OF 7 0 CUT LINE r LE ST. FRANCIS HOSPITAL A BINDING SITE PLAN - AMENDMENT NO. 2 AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO. 9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1/4 OF THE SW 1/4 AND A PORTION OF THE NW 1/4 OF THE SE 1/4 CIF SEC. 20. T. 21 N.. R 4 E., W.M IN KING COUNTY, WASHINGTON SECTION LINE BUILDING SETBACK ADJACENT PROPERTY LINE nrCALCULAILU StGIIUN UUKNtK omQ-N CALCULATED N/S QUARTER CORNER EASEMENT DESCRIPTION NUMBERS O SHOWN REFER TO AND MATCH NUMBERS CONTAINED IN TITLE REPORT BY CHICAGO TITLE INSURANCE COMPANY, ORDER No. 597985, DATED MAY 17, 2001.(SEE SHEET 3 OF 7). CALCULATED E/W QUARTER CORNER WL AAE N G I N E E R S A �Ivislon of COWL., LLC 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 EXISTING CONC. MON., AS REFERENCED ON PLAT OF WEST CAMPUS BUSINESS PARK, SHEET 2 OF 5, WILSEY AND HAM, INC., JULY 1974. VISITED 02/04/98. • SET 5/8" REBAR/CAP LS 32437 / 35154 CITY OF FEDERAL WAY FILE No. 01-102141-OOSU WASkI�c�'� w �:t o 15154 ssj' ...... �h'AL LAB EXPIRES MAY 21, 2003 S304-540 SHEET 4 OF 7 CUT LINE ST. FRANCIS HOSPITAL A BINDING SITE PLAN -AMENDMENT NO. 2 AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO.9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1/4 OF THE SW 1/4 AND A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON r� A rN /. r— 1 r. t LOT 2 ram -r r.•e• .-I- i, „ h< LOT 8 ` i i � i it O ��2�= i��Gw.��1' �i� �� I ', ;y �,I I�'� � +, y .�_:•:y — _. L_, .. .. ..,. L_. G �3�•G\ /�� \ O ^�VI r! IO.I �:\� :' as �. iJ+��\. I ::; �`: `N88'45'46"W`.281.34' K Ill- 04 91DD N88'45'46"W 308.82" 1 __ �20' BUILDING SETBACK LINE V, . 0--...___ _-� � 8"45'46"W 203.41�`\�__• � w 00 7 0' L _ N N88"26'19"W 297.60' 20' BUILDING �w 'I SETBACK LINE I F I I ��oY , ; 48I i 000 I A 1 r" A -r —r r— r\ \� I LOT 9 ; 3 L L 0 1 /♦ A A r1 I I /� r\ 1! �� I A I r- L / I •/ _^ a I I 1rl/ F- 1 I /A \ IVI h� 1 I �. I_-\1 F- b �.,� 0 ® I II I •r L._.J I ♦J/-\I 11 \/.J LJ .J .J 1, rl._.i .J N A A I r1 /\ r- r— M STA. 10 I� W I /-+ I Y LJ " 11r P a� I•\\�� 1 II I wr ♦J �_ �A 1iNt 1/i Ell t IC WELL` 1OAN88'44'S3"W 123.39' � - N n 7 M \D T T LO (U h- U O Q W h- Q W K U ENO IN F E R S A Em-flsion of E:)OWL. LLC 8320154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 NOTE: WELL LOCATIONS AS PER LAKEHAVEN UTILITY DISTRICT AS -BUILT DRAWING. GRAPHIC SCALE 0 25 50 1 " = 50' DOWL FILE No. S304- 54E CITY OF FEDERAL WAY 01-102141-OOSU SHEET 5 OF 7 M 0) 0 V) 011 0 fU J 3 A CUT LINE ST. FRANCIS HOSPITAL A BINDING SITE PLAN - AMENDMENT NO. 2 E AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO. 9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1/4 OF THE SW 1/4 AND A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON 1 I A I r •\ 1 A -co) 50' BUILDING SETBACK rll � ? f f fr '�11hl / / a I � ,tt LOT LINE TO BE REMOVED S88'46'40"E O S88 46 40"E 359.06 vT S88'46'40"E-------.- EAST WEST C/L SEC 2 \/ 1 • 1 L_ / \ I I L_ L/ - -TRACT 9711 1348.19 5 "--�-�- — 989.13' ... S88'46'40"E _ .r LOT — -�=--- --- - — — — — >t L=85.05' 216.14' SD - \ u'• _ .1 _ L=6.53' PROPOSED WATER EASEMENT - _ -,r _ _ _ _ s- 70.41' A=00.43'35" A=09'27'43 Ngl•o2' . S88'46'40"E - - W-_� "_ , c _ -_ _ ! I 198.13' „E + __-_-_�_ h�c�� LOT 3 00 _ / I I r Ir L_, ,„„I .Li L_, 1 1 Li I h. I 11 I I IL_., \_ ♦ ♦,i. IV, L- , , , i \.„ ^� i \ '�T1 ,T;I:-:. 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LLC 8320 154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 A=24'07'36" I I f,r �Ain`�: �_ - S88'45'46"E 129.19 \` �`j ,O I + 3 \ =66.00' ��o O O �� ` f' i f 4 — - —=24.04'�R30.00' F� - Q\� uy - 20'52 24 �/ L==23.56' lj �� Q�� \�'iA�•\c A=45'00'00" LOT LINE TO BE REMOVED GRAPHIC SCALE 50 0 25 50 100 1 " = 50' �4 WA,x sl EXPIRES MAY 21, 2003 DOWL FILE No. S304-54F CITY OF FEDERAL WAY FILE No. 01-102141-OOSU SHEET 6 OF 7 .,4 11 ►z. 0 N J _ lJ CUT LINE W R=515.00' L= 85.05' A=09'27'43" i ST. FRANCIS HOSPITAL A BINDING SITE PLAN — AMENDMENT NO. 2 E AN ALTERATION OF ST. FRANCIS HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NO.9604110564, RECORDS OF KING COUNTY, WASHINGTON A PORTION OF THE NE 1/4 OF THE SW 1/4 AND A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 20, T. 21 N., R 4 E., W.M IN KING COUNTY, WASHINGTON 654.07' t t 1 __ __ r- 1 11.\1 r\ F/ I /At 11 I t t 1 IL Ir\I -I--t-r-r\ I!, L ,—, I 1 S88'46'40"E 1361.52' 20' BUILDING jSETBACK LINE - TRACT 77 - S88'46'40"E-- - —----------_ - 0�- r — - --- '01'44"E 3.00� _ _LOT 5_` S 88-46'Z° 285.03 S 8 �, - - " 8'4T59"E T - ` W� - - _ - N81'02' 02"� _ L R=482.00' ----- -Ti �'811R E_198.`L=48.13' R=485.00 IL=33.33'-05*43'15" i__� / r 9- --03'56'14 (- \ t - S8 r- a s LOT 3 LOT 41 �N N \� - N88'26'19"W 163.87' / I -f _ - - - ---- __ ....... LOT 2 - ' 20' BUILDING SETBACK LINE 393.03' --- - - --- - - N88'209"W 501 66' 1. _•��—y � a 1 . L LOT 1 ele ss -A,CID ) 50' BUILDING SETBAC _ - ` vim.° R=930.00' o? h I } —:_ L=53.14' ' r_ A=3'16'25"_.. _ �, -y = --� rR=25.00_ �ti o L=48.29' " I 1 A-110'40' 16 l \ 0 _Z " CIO 1.Z.I YM `Il a ♦.. `/1 .I / 1.. i 1 _ [ ., o `.` 1 I r- i 0)l i / I I �./ t. � I I•. . r ...-. L_.. 1 .-.:. . r . �°J- 11.• ," \+1� 1 I It 11\1 1 ,1 r Y-r I\;. .A .i-° I.i �`II 1`tl 20' BUILDINGJ SETBACK LINE _ N88'26'19"W -73 TRACT "X"I- N88'26'19"W 501.66' N88'26 19"W -- 364.22' - t9 t3 R=391493 _ �f ! _ 0.00� "I L�120, 1 �� t ''� N88'38 50 W 5 27 S, �._� J R= 5.00' .-�' R=355.93' 1 OS0 --L=47.04' `--_- 1p9.2g 7'47'58" A- I I U F' - - ---------- � \ O of O Z A \ A r\ \i11 F- i 1 /_\ I A L 1 r\ IN r— r— I IN r— r♦ A Cl 1 / /\ I\11 1 I I F- F- I I F- F/ /\ / i IN .♦ T IN I I I I \A L_ I 1 WL E N G I N E E R S A of BOWL, LLC 8320154TH AVENUE NE, REDMOND, WA 98052 TEL: (425) 869-2670 FAX: (425) 869-2679 13S 274i 02 1 SOS?ryW R=25. 0 3 I I L=31.50' A=72'12'02"---a; N o o I o O S? "N, � O N -_ ,I f� 252.95, S01'21'10"W i GRAPHIC SCALE 50 0 25 50 100 1 " = 50' "oF RASFjI ��rA o r7 ;� x O 3575t O . sj0L LAl� 9" EXPIRES MAY 21. 2003 DOWL FILE No. S304-54G CITY OF FEDERAL WAY FILE No. 01-102141-OOSU SHEET 7 OF 7 L.