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HomeMy WebLinkAboutLarge Formatqmw 1 PT 7d.220 'roc , SA UT8 O o 0 o ! No 4q: 3 2 Nieghborhood Plan 0 11 11' 3001 411 2 19 35 7 12 09 $ 3 2c? 6 Q 4 213, & r 15 n V) P f J PAC. 3 ! 7 if J r lis S/ 60 SD ii F `orlon Parke — — Proposed Boundary Existing Property Proposed R.O.W, Vacation lr p 1 r; 20z PfT 3 r A WILLIAMS COURT ! a —NL) 3OUNITS ..- - r - 40 v? co � U � CC C Cn 4' LI, X < LoU- �n � Q 0 o �s 0 a� � e0�- C) 3 0,,, (D J Cn v )�h7 Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: DEVELOP41 Cary OF ENT ONNING Project Information Site Address or Location Parcel Numbers Proposed Rectory: 215 Whitworth Avenue South 7841800090 Renton, WA 98055 Proposed Parish 314 South 4th Street 7841300035 Campus: Renton, WA 98055 7841300125 7841300120 7841300105 7841300100 7841300090 7841300080 7840800110 7840800105 7840800075 SE Lot (Proposed SE corner of Morris Avenue 7839800150 Parking Lot) and 4th Street 7839800181 7839800185 Project Team Owner: Corporation of the Catholic Archbishop of Seattle Office of Property and Construction 910 Marion Street Seattle, WA 98104 Applicant: St. Anthony Parish 314 South 4th Street Renton, WA 98055 Contact: Greg McNabb, Parish Administrator P: 425 255-3132 F: 425 271-4729 Architect: Rutledge Maul Architects, PS Inc 19336 47th Ave NE Seattle, WA 98155 Contact: Mark Stine P: 206 440-0330 F: 206 362-4381 Civil Pacific Engineering Design, LLC Engineer: 4800 South 188th Street, Suite 360 Seattle, WA 98188 Contact: Lou Larsen P: 206 431-7970 F: 206 431-7975 Landscape Glenn Takagi Landscape Architect Architect: 18550 Firlands Way N., Suite 102 Shoreline, WA 98133 Contact: Glenn Takagi P: 206 542-6100 F: 206 546-5277 Electrical Abossein Engineering Engineer: 1844 114th Avenue NE Bellevue, WA 98005 Contact: Jay Werner P: 425 723-9441 F: 425 462-9451 Contractor: Shinstine / Associates P, O. Box 1370 Sumner, WA 98390-0280 Contact: Pat Oda P: 253 770-5858 F: 253 770-5277 I 7841800090 i Existing Portc ble Classrooms l 7841300125 �1�16IIiI�� =l�lllri Plan 'B' eet A4 "NityRow �sa# hr3 r � 7841300120' � - .,. 0 &94-0800050 784080011J _ i cry C� 7841300035 °° 7841300105 j j St. Anthony Parish 314 South 4th Street Renton, WA 98055 Campus Plan T xisting Cr — Existing PN Existing Scl Existing strk replaced 1 �1 0 1 61 1 Structures Phase I - Social Hall, Meeting Rooms, Gymnasium, Parish Office & Kindergarten Addition Addition Proposed Whitworth Ave ROW Vacation a �-o 0 _LU X LoQ "oo <� >� 0� U M A b� Q sm 0'G)C'J — 0�:—CnMW b= sm 111111111111111110 2367 JJ �F('151FkFI; A 0N' M L. N ILL i STA - 0f- W I IINCf Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: ............................. ................. �ELOPME CITY * REDO NHyG . ... MAY 02 2002 REC NED Al 4L Sheet No. k1N &.. is i !'f PY SEVER MANHOLE,: # AR3' `s�.... 3tiA*;:oll_',' r S. spa-.,t33,22 EXISTING ALLEY 20' R.O,%V. Power, p:o`e EXISTING BUSINESS Z) i a Church i North Elevation i West Elevation Raised Driveway and Drop-Off/Loading DARK GRAY FIBERGLASS LOUVERED MECI-ANICALVENTILATION COMP SHINGLES PAINTED METAL COPING 'KHAKI' SMOOTH FACE CMU 'CO' UMBIA-RED' MISSION TWO-TONE STUCCO - FINISH GRADE EXISTING GRADE Social Hall and Meeting Rooms Gymnasium New School Admin & Classes Social Hall 'COLUMBIA-RED' MISSION DARK -GRAY FIBERGLASS MECHANICAL SYSTEM LOCATED WITHIN LOFT SPACE School Classes f Parish Office Section at Mechanical Loft (South Elevation) EXISTING TERRA-COTTA c ROOFING EXISTING RED BRICK - AVG. ROOF H EXISTING GRADE Raised Driveway and Drop-Off/Loading Existing Church r _Cr 0 .0 e a I ct Z. ct c� C M CM } r_ qj 10 CaC w c)X�QZ�0,o0¢ Cl) D U) 2367 KFGI� rEFI) ARC ii TCCT WILLI�A-, STA Project #: ...................... E0010 Drawn by: MDS Date: ............................. 03-12-02 Revision Date: . ............... .. ......................... ............. .. .................... ............... .. .. ..... C V DEVELOPMENT PLANNING OF RENTON MAY Q 2 Ah RECEIVED I ME Sheet No. ti Power pole telephone I Water paint mark SCIIL1*rt PHASE I COMPLETION PARKING FOR 75 CARS AFTER DEMOLITION OF EXISTING STRUCTI / 702 S. F. 22,014 1 S.F KG. LANDSWE REQUIRE R; 110Q S.F. LA CAPE PROVIDED. 4990, S.F. 485 S.F. Landscape SW Parking (D N W-1,9i Development Lot. (phase 711 Light i�lMater standard -meter )CJB f \ J is eaphone c'e 0 Plcn I) P L A N T L E G E N D Symbol. Plant NameZ Remarks Existing Tree Proposed Street Tree Ornamental Garden Tree Narrow Conifer Tree Screen Shrub (Pyromidclis) Ornamental Shrubs/ Groundcover Beds Lawn s a Ex�SnrTG BUSinE�s s P o I XS11N L-SHEET L2.01 JR" — -- EX STING Ct1URf Key Mcp Not To Scale iJ i Date: U� F�uia?5 14 1 Glenn Takagi Landscape Architect 18550 Firlands Way No, Shoreline, WA 98133 206.542.6100 FAX 206.54.611.28 Project ": E0010 Drawn by: MKL/Jv/GT Date: 3.10.02 Revised, 00,00.00 DEVELOPMENT PLANNIi 4 , CITY OF RENTON MAY 0 2 2ws RECEIVED ■ 0 et No. o�,61,,o�4 Landscape Q o�North � N Deve'opment Main Campus (phase and Z4 I C U( 400ow Glenn Takapl Landscape Architect 18550 Firlands Way No. Shoreline, WA 98133 206.542.6100 FAX 206.54.611.28 Project 0: E0010 Drawn by: MKL/JV/GsT Date: 3.16.02 Revised: 00.00,00 DEVELOPmEm' CITY OF RE' 0 RECOVED ■ et No. 0 U - 0 (:�, - C-,� 14 onm m I EXISTING 1 40U6E BEYOND SECOND FLOOR FIRST FLOOR WEST ELEVATION MEDIUM -GRAY FIBERGLASS - COMP. 5H(NGLE5 TO MATCH EXISTING WHITE $tUCGO TO MATGH EXISTING STRUCTURE O ■■ ■■ ■■ ■■ mill NEUJ STRUCTURE SOUTH ELEVATION :.Llff&-l{' EX15TING STRUCTURE 23'-0'' 2(0'-6" 34'-0" E X f ST NrS I�OL�5E NORTH ELEVATION SECOND FLOOR FIRST FLOOR 6� EXISTING STRUCTURE EINS T ELE VAT10N SECTION A -A fe U 0 +c. -� c C o� �' o c V u � a N W %O C Ve"i m X a 0 Lo a LO Cid m v'QO�p 5 a, d a30 � k gi � t dam} a o Q �N Oe o! W N Nm 2367 REGISTERED v---, ARCHITECT WILLIAM E, RUTLEDGE STATE OF WASHINGTON ProJect *: E0010 Drawn by: MDS Date: 03 -18- 02 Revised: ELOPMENT PLANNINC3 CITY OF RENTON FIRST FLOOR PLAN SCALE: 1 /8" = P RECTORY REMODEL & ADDITION A9 Sheet No. cu-oa-o�{ 4' P - 11.82' V GONC8 . V NW V`./vl 1 1 1 "r1 1 1 V1 1 VV 1 Q 0 7' 2 n 01 ,. _ .:. 12c I < ,£ TYPICAL 90° D:. COMPACT STA LL/ Oc 18'-0" 241-0" 14'-0" aOD € w PHASE I COMPLETION I vV, PARKING FOR 75 CARS AFTER z I DEMOLITION OF EXISTING STRUCTURES LU Cn- - I I / II V, ........... lC APPROX LOCATION OF 9 12'-0" WATER LINE EASEMENT, RECORDING NUMBER: 3577661 0 0 CV w 0 1F� 6-` PVC E i i:} e 61 PVC Site Plan 'C'- SE Parking mmwiffl --MEMEMSEEMEWIM1,111 1 1 1 / 41 :1 Parking Summary Existing Parking: Rectory: 20 School Playground: 59 Social Hall Lot: 18 Displaced Parking on Whitworth: 15 Total Existing Parking: ........................................................... 112 Additional Parking Requried: Area Additional New Gymnasium, Social Hall and Stalls Requried Meeting room area: 15,285 Hall to be removed: 4,658 Total Additional assembly areas: 10,627 1 / 100 SF = 106 Additional Parish Admin: 2400 3 / 1000 SF = 7 Total New Stalls Required: .................................................... 113 (The school addition will not add staff or employees.) Total Required (existing plus additional requried):............ 225 Proposed Phase I Parking Main Campus: 155 Former Social Hall Lot (SE Lot): 75 Total Proposed Parking: ......................................................... 230 North N Site Area Calculations Main Campus SE Lot Rectory Totals Existing Site Area 154,462 28,468 13,385 196,315 Proposed Site Area 174,723 n/c n/c 216,576 Existing Impervious 126,324 20,909 3,134 150,367 Additional Impervious 18,731 1,105 3,254 22,983 Total Impervious 145,055 22,014 6,388 173,457 Building Footprint Area 62,205 0 3,544 65,749 Lot Coverage Percentage 35.6% 0% 26.5% 30.4% Interior Parking Landscaping 1,174 920 n/a 2,094 Landscape Area Proposed 22,611 4,990 6,997 34,598 Zoning Requirements Zone: CD - Urban Center Desiqn Overla Allowable building height: 95'-0" Proposed building height: 32'-2" BL ding Setbacks Required: 15' min, 25' max front yard for buildings over 25 feet in height. 10 foot landscape strip required along streets Site Plan V- Rectory �Iffmll 1 0 1 41 80 • • do r • M do • • rs • s b c co y f J C C } co L w d Q Z LO < co <>0� cn CV -0 ct L C1 ,0 M ,'p Q p C cn ::&M ?.3F7 Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: North Sheet No. EXISTING TERRA-COTTA ROOFING EXISTING RED BRICK DARK-(-_RAV FIRFR(--I ASS LOUVERED MECHANICAL VENTILATION KHAKI' SMOOTH FACE CMU COLUMBIA-RED' MISSION WITH SPLIT -FACE ACCENTS FACED BRICK PAINTED METAL COPING TWO-TONE STUCCO - FINISH GRADE EXISTING GRADE Existing_ Church Raised Driveway and Social Hall and Meeting Rooms Gymnasium New School Admin & Classes Drop-Off/Loading - � -- - - -- -- � N West Elevation OP OF ROOF DATUM 3.1' f Social Hall and Meeting- Rooms East Elevation (From Raised Driveway) FINISH GRADE - EXISTING GRADE - 'KHAKI' SMOOTH FACE CMU Gymnasium WITH SPLIT -FACE ACCENTS MECHANICAL SYSTEM LOCATED WITHIN LOFT SPACE School Classes Parish Office Section at Mechanical Loft (South Elevation) MECHANICAL SYSTEM LOCATED WITHIN LOFT SPACE DARK -GRAY FIBERGLASS COMP SHINGLES 1 EXISTING DARK -GRAY ------------------------------ A - PAINTED METAL COPING FIBERGLASS COMP SHINGLES TWO-TONE STUCCO PAINTED METAL COPING TWO-TONE STUCCO EXISTING RED BRICK - - J TWO-TONE STUCCO - TOP OF PARAPET — -- — — -__ - CD— I - I _SECONDIFLOOR T ILI, r FINISH GRADE \ FIRST FLOOR_- - ox ; EXISTING GRADE School Classes Existing P.M.C. Parish Office and Meeting Rooms Social Hall Raised Driveway and f Drop-Off/Loading Existing Church �--� 6 CC30 Uj CI;3 CId tv Cis cC3 M a DEVELOp,U�. ;, C17Y p�E f�f_N O+N",ffr MAY 0 �. RECEIVED U) C N 0 LLJ <LD < L0 �0, o 4- am � r} O } t v CO v Q o �-Cn`� 9.1R7 Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: Sheet No. REVISIONS: REVISIONS PER XXXX22 c� 0 F s' NG �. NA L EXPIRES: MAY 6, 2003 Lo I I I I CATCH BASINi „ram,• __ _,.. ,' Rim 0,50 t i I I LO 16" CONC IE 2s.68 5E I i -`1 - -r •T"' - -1 j r� I ! Q 6" GONG e I rt ! vJ I ; 8" CONC N , , t I I 1 1 ( 1 j i 00 i EXISTING PORTABLES I FLOW DIRECTIQNAL I ! I I I I (I W 0) SANITARY SEWER MANHOLE ARROWS (TYP.) 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' .� .,+,`,' \ gy' `•.I `... rri9ation e° ck rotdriny s� r Rim oitrol bax :sti • 3k 1 CATCH BASIN Water ,� e q_ : i;`. rrl- N, o ,} , - N �1 • d :� sl4otf Rim 31.11 _ "-RIM=.8.� -- a wafer �' : '._-.._,-.�i�-- � ^. .4' ;s� r- _ , 0 ,y'E 9, ...--' ; F CO;NI: iE 28.'6 Siv S �f' c 1. . y• r 't� ow v uI a ' ;'�' a CATC ,DEVE p a : To.e horrB rote k a" - _ .� / ---•+�!`-- � �♦ ,o ELOPh1 e� -i � i .:. - . !��- / ENT , •�' "f 't.r- (- •,� _ - _ aP e 7 �? .S' .�. a 'i.� 4�­ 14 �'a'•'lk s %~ �,NN{�1t.7 d�CITY°wet6c ENTON 6" c PRELIMINARY GRAC ---- ,, J __ _ . ,/' '' ` MAY 0...,. AND UTILITIES PLAN CA'r H 8AS1N UI iE 27.3E E � _ i � NEB► ,CV.R,AN i STORM DRAINAGE MANHOLE - --:. s ; ! �/ 1 - - RECEIVED /7 Rim 29,71 6" CONC lE .19 W �/ 1 10" CONC iEt2C94 E. 18 CONC IE 21.94 N • ' 12" CONC IE 21.70 S - 12" CONC IE 2i.45 N ,[. �F34C 1 f 1 h / - - ♦ - _ - _ - - ' ° - '.� .N + •°' . a. #53 4 ♦ . j - • a • : '�' 0r+ ' - ° 1 a. -- . --•s- - : , Ll STORM ORA!N aGE rv1ANHOLE � .•, -"ra e. 1-4. .-' We•t�r a _} 1 -s d � ro .o a •. PHASE •d• 1iI a' e° $' a e , ♦ ' '4' r'`' 4 t ` i, '{ a • ' . Sir i v ��/ I Rirn '29.73 d, a rrlehG ye9.,� e a e °',hetera -,i+ I . 4 ,9N '$ - 'd a =4e ••"�--3 ,oar -� - a� . •�- ;'' an e T y'8 iCrvS .: _ -+.•-2. G" - ' (.. e a .r, - ,e•J-•'+: „s.-.1. ,....=-,-••-_'_�.._.��_..�.___ ,�" --_... _ v •'�•e __ '.a ,a •4 n •a 8" ' ON _ IE 22.29 L a° 'o °1 51 qe e° a s P - - +�_ -+ •- _ - - -- r 12 . c ONC IE 21.8't S 1 SANITARY SEWER MANHOLE y� v a e• o 01 a >SANITARY ER MA HOLE - 53 S r r 12"? GGNc 1E 2f.61 N " •? °o Rim 30.52 CONN &f TO STORM DRAINAGE MANHOLE -_-� � '• � �� ,,� � ��" � �•� SA EXISTING SOCIAL HALL P e `=K/€ KI�,AIr Rim 31.67 �. N7881- i I 6" PVC IE 24.76 NE Rim 31.16 ay e f H; areni CATCH B 'IN 8" PVC IE 24.54 S CATCH BASIN - y p C' CATCH BASIN 8" PVC 1E 24.38 N EX. SANITARY 6" GGNc IE 17.21 `,W y�' s° Rim 30.53 s" PVC IE 24-39 N Rim 31.63 �` ¢ Hy� TO BE CONVERTED TO I Rim 29.15 8" PVC IE 23.50 S 6" CONC IE 27.14 NE 6" CONC IE 8,45 W' ° 6" CGNC !E CONNECT TO EX, 12" 18" PVC IE 23.36 E SEWER. 6" CONC IE 27.01 NW 18 CONC iE 24.24E 6" CONC IE 29.53 NE p �- 2 g s" CONC IE 41 N 18" CONC JW PARKING- SEE SHEET 6" CONC IE 25.97 SE CATCH BASIN , a i • ANITARY SEWER MANHOLE 18" CONC IE 23.32 W 15" CONC IE 26.03 S / I. _ P2 FOR ADDITIONAL WATER MAIN. 15„ CONC 1E 25.9d N Rim 31.47 i i _ _� 1Z8' CONC ie 22.24 o Ri TC30-0451N 6" CONC IE 30 45 k CONC IE 2.01 v 12" CONC IE 25.88 E 6" ONC IE 28.46 p EX. FIRE 1 �•° /; ' 7 :' 18' CONIC IE 2L07 a 12" CON IE 25.64 w N-� - INFORMATION. �� CATCH BASIN STANDARD CRATE= ' EX. FIRE CONNECT TO EX. HYDRANT,/% t ". I' i r' �a ,ry , , 32.83 1 RIMCONC�IE 28.67 N • a / 1:' { HYDRANT. 4" WATER MAIN. '► x - + /. y2-- _ 1 RIM= 32.13' SHEET OF If I I 1 p d '.:#piA'lu1►�:14,av�idylliM.lS►t'� �'E�RatiAiS:!!�a�a� ��lf�!�1TA����'V! REVISIONS: REVISIONS PER XXXX22 Mw=I!I= 4 CONNECT TO EX. SANITARY SEWER.4 f 17'retoining Olt, Gas IN CB X Overhang rl 0 2 Irrigation cont rol boxes EXISTING CHURCH As, FF= 33.37 4 Al. z, tNEW WATER 0 MAIN XP /* Brick retaining t 777 t0* A TH I R toAlHOLE' 'p, 771�7 h ;, CATCH BASIN Rim 31.63 6" CONC IE 29, i3 NE revs y%s CATCH BASIN Rim 31.47 13" CONC IE 30.aFj ;j EX. FIRE HYDRANT. STORM DRAINAGE MANHOLE Rim 31.64 6:: CONC !E 29.47 W 6 CONC E 29.24 SE 6" DI !E 29.13 S 12" CONIC IF 28.07 N CONNECT NEW 12" ST TO EXISTING C13 AT INV.(12" E)= 28.07 CAT:;Ff BASIN ' Rim 31 . 3' 6" C014C IE 30.27 NW 6.0' WIDE x 52.0' LONG WATER QUALITY FACILITY. (UNDERGROUND TANK OR VAULT.) CB fl 9 RIM- 3175' telep.r CATCH BASIN - Rim 31.48 I," CONC IE 29.56 NEW CURB AND GUTTER CS #2.5 RIM= NEW CURB AND GUTTER WITH - DRIVEWAY APPROACH. SA,- _1RY SEWER. MAIN Ric ,44 1 F' 24.34 S lb Tj_ 24 30 N STORM DRAINAGE MANHOLE Rim 32.4-8 6" CONC IE 28.809 NW 4" PVC IE 28.40 S 6- CONC IE 27,88 NE 6 CONC IE 27.82 SW 12CONC !E 27.14 S 12" ONC E 27.09 W 15" CONC IE 26.96 N 12" CONC IE 26.90 E CATCH BASIN R�fn 31.11 SANITARY SEWER MANHOLE E CONC IE 28.76 SW CATCH BASIN Rim 13.37 8- PVC IE 26.99 S Rim 31.78 6" CONIC 29.58 SW 8" PVC IE 2 6. -18 N 8" PVC IE 2&31 E :E ,ou; 1 6" CONC E 29.14 NW 8" PVC IE 26.24 W -AX -7 7 ;7-77.7 77,, 'y -Z, L _4=,/ '7' 7 7- Zj:�7-7, 71 T J, mete:. Gas CATCH BASIN Rim, 32.82 7' N6" DI IE 31.39 7 v 4" DI IE 31.21 W i5 CATCH BASIN Rim 32.39 Di In E F"? t CB #21 7­ 77 Ymeter IMs- -32.13 RIM- 32.19 '1A S 3 CLI, 3 X Gas 04 meter SANITARY SEWER M�NHOLE t im 33.58 `6 PVC E 28.10 oW PVC :E 28 PVC IE 27.65 Nk 2 )one! ',,-RIM- 32.19 .73 3 07- . . . . . . . . . . . . . . . . . . . . . EXISTING SOCIAL HALL TO BE REMOVED AND CONVERTED TO PARKING AT END OF PHASE I CONSTRUCTION. SCALE: 1" = 30' 30 20 10 0 30 O Lo 00 00 uj 0) 0 > 00 < 00 00 0 00 00 z z Lo Lw DOWN N � z ozookofflo d: IL LL Il l.n u 4_4 u 0 0 u ('PROJECT NO.: 00-25 DRAWN BY: DJW ISSUE DATE: 06-13-01 SHEET REV.: PRELIMINARY GRADING AND UTILITIES PLAN SHEET OF eat-cg-t5e- ql�lsion ult Cab handhole over cult L I� iyi� t Q tandard S1 EXISTING POPTABLE Power meter S1 EXISTING PAVING Guy wire anchor • S 1 I Power pole Q CLASSROOMS FIRE ESCAPE FOR EXISTING SCHOOL S1 EXISTING PAVING EXISTING K-8 SCHOOL DISCONNECT AND REM09" EXISTING LIGHT, POLE AND PROVIDE ADDITIVE RN TE TO REMOVE CONCRETE BASE EXI TING PSE PO E WITH OVERHE ESCAPE FOR TING SCHOOL POWER AND TELEPHONE SERVI E TO EXISTING SCHOOL BUILDING & TELEPHON SERVICE TO EXISTING PARISH MINISTRY BUIL ING. LOCATED NEW HAND HOLE OUTSIDE OF FILAY AREA AND REFEED EXISTING SCHOOLS 12 /24OV, 1 PH, 3W 600A PANEL A UNDERGROUND FROM NEW Geer pole �6grwg4i,Wjpphone WIDEN EXISTING ALLEY C Q Sk" Oa,µ ,sll' VACATED ALLEY L � S1 —PROVIDE (2) TING CLi CIRCUITS AND CONNECT WITH #10 AWG > Q <z - NOTE: Fy PROVIDE 4-CHANNEL TIME CLOCK, PHOTOCELL AND — (4) 2-POLE CONTACTORS FOR CONTROL OF EXTERIOR11 LIGHTING. 0 WEST PARKING LOT 1 LI HTING FEIrTURE S C ED ULE TYPE ANUFACTURER & MODEL NO. VOLTS BALLAST WATTS LAM (S) DESC IPTION MOUNTING S1 P21-A5-1-A- Mr-22-1-A55- -250H-208 208 N/A 290 (1) 250W MIA POLE MOUNT SITE LIGHT 25' STRAIGHT SQUARE TEEL POLE S2 -A- - - TEEL POLES S3 HADCO #P21-A5-1-A-3-25OH-208 208 N/A 2 0 1 50W MH POLE MOUNT SITE LIGHT 25' STRAIGHT SQUARE STEEL P LE L_fliJ 111Vti ML_LL._ I Power ,pole i&Power pole ii Guy wire anchor • Power pule Q h ttonsforr4er EXISTING BUSINESS RAISED ERSECTI0N � W EXISTING PSE POWER POLE TO REM IN.J DISCONNECT OVERHEAD SERVICE FROM PHASE II PHASE I / 3 HOUSES TO BE DEMOLISHED. VERIFY El S 1 S 1 j E CT AOUSES W TH A CHITECTSe ` SITE D MOLT ION PLAN"trr-� W Lj-y-yy S4 s2 s2 EA T P RKIN LO Poker p �� I►! I I I I I PHASE I PHASE I NEW GYMNASIUMXI ING PSE POWER POLE TO BE REMOVED. DITE OVERHEAD SERVICE FROM NEW SCHOOL IV'�DEMDLISHED. 1 HA D T E R CTO TO E FACILITY` { VER E ACT USE WI ARC ITE DEMOILISi LA PROPOS ALLEY VACATII SE PO ER POLE TO BE . DISCONNE VER EAD SERVICE F OM 1 HOUSES TO BE DEMOLISHED, VERIFY EXACT HOUSE WI H ARC ITECTS SITE DEMOLISI N PLAN. e i l� are -0 PHASE I NEW KINDERGARTEN CLASSROOMS HAD EXISTING TELEPHONEJEISTING HOLE AS REQUIRED USINP AS MUCH M E. RELOCATED DESTAL AS REQUIRED AND OVERH D SERVICE TJB COURT 'we RECONNECT SCHOOL AND PARISH WI H "BIG TO " MI ISTRY BING TELEPONE SERVICES. n hor ��NT EXISTIR SU FACE M ° I EXISTING K-8 SCHOOL 7 EXISTING G.T. ENCLOSURE, NO CHANGE "��'-- �Tehephone EXISTING 120/240V 1 PH, 3W 600A MAIN PANEL A EXISTING METER TO REMAIN. NO CHANGE Light standard C. ON SIDE F BUILD G. EXISTING PA EL Al IN BASEMEN EXISTING 12 /208V, SUBDISTRIBU ION PAN L WITH (i2)..I T Ai PSECTI N LOCAaQA 5FM EN DISCONNECT EXISTING BLOF( UG SECONDARY SERVI E BUILDING WITH (2) S S175MCM Z IN - NEW PANEL vIDP. PROPOSED WHII WORTH R,OA,' VAC TION LIGHTING DDE� CONTACTORPHAS I PANELNEW PARIS OFFICES ® i RAISED D IVEWAY PAN L P1 PANEL K1 . DROP -OFF /LOADING PANEL L1 PHASE I NEW SOCIAL HALL • EXISTING 120/208V, 3PH, 4W • 400A DISTRIBUTION PANEL a WITH 3��5tt0AFEEDER. LOCATED # EXISTI G RRW 0�AMIRY NEW MAIN DISTRIBUTION CENTER c PANEL, 1600 AMP CAPACITY PANEL 01 r- C ®208/ 12OV, 3PH, 4W. JB Transformer ad 11 T STAFF S PARKI G it 'lplh Qt� l Power EXISTING PSE NEW E TRANS RMER SIDEWA Y SEC DARY SERVI E ENTRANk SEA (`Val F-jSIDEWALK 1 CHANGE TRANSFORMER MOUNTED ON EXISTING VAULT South 4th Street 601 R,11, VV t SCALE: 1 " = 20'-0" 1 e SYMBOL LEGEND 0-0 POLE MOUNTED LIGHT EIIXIJSIISTINSSG J ISTINGBTELHSONE POL TO REMAIN. ISCONNECT OVERHEAD qERVICE FROM SHED. VERIFY EXACI HOU§iFUS VVIIH TECTS SITE DEMOLISION PLAN EXISTING CHURCH ELECTRICAL DISTRIBUTION EQUIPMENT, 120/24OV, 1 PH, 3W, 250A TO REM IN, NO CHANGE. EXISTING CHURCH EXISTING WALK, t igh `Dower i�x stars and vault 1 ❑ Y L EXISTING PSE POWER VAULT IN SIDE WALK, COORDINATE!ICROFILMED WITH PSE FOR PSE TO REPLACE EXISTING VAULT WITH Air% DRIVE OVER RATED VAULT. NORTH CD `'D Abos sein Engineering MECHANICAL ELECTRICAL N - ENERGY Clt 1844 114TH AVE. NE. Bellevue, W . 98004 11 (425) 4 21-9441 E—Mail: general obossein.com .111 U 11--lu Q 0 0 0 J CCU v� U 0 ' ~ 0 a� 0 Cd U V L REGISTERED ARCHITECT STATE pF YASHIIV[iTON Project N E0010 Drawn by: JG Data: 01-21-02 Fkavised: E01ml UTILITY DISTRIBUTION S POWER: PSE (PUGET SOUND ENERGY) CONTACT: MARK ENEE TELE.: US WEST CONTACT: — CABLE: AT&T BROADBAND CONTACT: DEBCRPTION OF WORK BY EC. BY iJ11L CO POWER COMPAW1f ALL TRENCHING AND BACKFILLING X PRIMARY CONDUIT PRIMARY CABLES TRANSFORMER CONCRETE PAD UTILITY TRANSFORMER X PRIMARY CONNECTIONS AT TRANSFORMER X SECONDARY CONNECTIONS AT TRANSFORMER X GROUNDING AT TRANSFORMER PAD SECONDARY CONDUIT X SECONDARY CABLES X CT ENCLOSURE AND CT LANDING LUGS X CURRENT TRANSFORMERS FURNISHED X CURRENT TRANSFORMERS INSTALLED X METER BASE X METER I X CT TO METER BASE WIRING X TELEPHONE TRENCHING AND BACKFILLING ON PUBLIC PROPERTY X TRENCHING AND BACKFILLING ON PRIVATE PROPERTY X TELEPHONE SERVICE CONDUITS X TELEPHONE SERVICE CABLES X CABLE 7ELEVI810N TRENCHING AND BACKFILLING ON PUBLIC PROPERTY X TRENCHING AND BACKFILLING ON PRIVATE PROPERTY X TELEVISION SERVICE CONDUITS X TELEVISION SERVICE CABLES x � EX� IPNLI LCJ 100 IEXI I PNL I I LBJ j T I i 200 { 100 I------� �-- Coo —� { 1 I I I I EXISTING I EX I I I PNL I I PANEL I I I I EXISTII` -Ali I SDP1 I L T J DISTRIBLI ANEI I SECTION I SECTION I I PDP 1 j_ T �20� L — — —i—I— I L _ — ELEVATOR L---------------J EX PARISI ° 42 0 o U � � W �a cd 0 .0 cc ch a AR REGISTERED ARCHITECT STATE OF 11ASHINGTON Project 0: Drawn by: Date: Revtasd: E01m2 all C.,u,-6 --05 ,i s & w�mEaionnii.¢r vixxEmviwsnnio iNE sourili.- _... EXISTING ALLEY wioEN Extitt rvcai o�nn+cir.�wici+ EXISTING ALLEY _..— FLAY —A G �L C Fxlsnr+�euvrvEss Exlsnn� inaF snoc+.s I t o uMm�rrnw L curs '� 1 PL4K Qlf�&PAQKIf� -. ...�..i.,t..r�.-.,ri W PNnJt�FCE - PpfM�NGtCR MCOhVACi FFf IPfE FCR I9GMS MU VAN flh � O� I "IPPE ccEssa�srnus PHASE! --iSEI < -.. O _ = z 5R - -- --- - 6 c �. 2 y o - ®® z I -— N a 0 Qc February 27, 2001 "�i OFIVA ..athciic Church - Phase I & 1,1 ©EVELOPMEM PLr I,Ji,UC, CITY - REN I UN MA)" es..{ M(ljul architects, P.S, Inc. e,u-0-? 0�; DETAIL SECTION OF TRASH ENCLOSURE MECHANICAL SYSTEM LOCATED WITHIN LOFT SPACE WINDOW SILL PLANTER LANDSCAPE PENINSULA DETAIL ELEVATION OF TRASH ENCLOSURE TRASH ENCLOSURE CONSTRUCTED OF'KHAKI' SMOOTH FACE CMU WITH SPLIT -FACE ACCENTS & PAINTED METAL DOORS TWO-TONE STUCCO FINISH MECHANICAL EQUIPMENT FOR KITCHEN SCREENED BY OPEN ROOF FRAMING AND ENCLOSED SIDE WALLS DEVC�n'W 46CE'V n 4 4CIO i i w Rct aPLO d co C fl�7 N iJ X Lf) d 66 Q . DQ� , Q O } i (D 010 Q U) ............................. Project #: E0010 ............................. Drawn by: MDS ............................. Date: 04-26-02 Revision Date: ............................. Detailed Elevations : . 0 • • 3l 6-- sz h I b MOTELi w SAID P [11.6 Aq Q�r, r �, r D 9 r �190 6 ry.rz N6 �'9 0 D 5 Re" ' , . 49.n �+ 11 PT. T1.220 SOU) i. d H BIN DONATION C_ �60 N� 60 k - I� 120 N i h rhood Plan e bo a J 2 r 3 1 16 5= 7 i Q 9 NC- 9166 �;24 ` �� 's° - `\ 4 O h �C` ! 2 ai U) E 43 2 ` 3 PH �, Immmi , WIN IS no lima% g0 z I� 60 I ` I 14 1 23 L1J oe 24 40 y m CO 40 �V �� Z, 2 23 �S h ;04#B ° ® 2 23 0 ® 3 3 22 M 3 2 4 21 € 20 19 512_ 4 J5 21 ©^ 21 E, I 2� I z 19 , ; 1$ Pp rPafl_ r6 5 _ 20 �1? �9 Q . ��n b 19 r 7 =5®0 ® 17. Lj ` 0 8 9 ' C1= 1e p $ 16 s33 !4 10 S 5jM 11 12 13 12 6s.c� 6TH sr \" r ,m \a 4a 332 336 Tonkin Parke I -w 3 8 j 4 _ ® b 4 - ® 6 sz, 7 52 ®o (0 •11 — — Proposed Boundary Existing Property Proposed R.O.W. Vacation 0 c CP) cr ! V z Lc', R - V7 dSao m MEW :3? r t) Cllr7 10 + Co i3 Q D Ch d% N a ,--- a )k6? ��33f \ /ARCI IT2CT s, I M o- V A'JINC Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: North Project Information Site Address or Location Parcel Numbers Proposed Rectory: 215 Whitworth Avenue South 7841800090 Renton, WA 98055 Proposed Parish 314 South 4th Street 7841300035 Campus: Renton, WA 98055 7841300125 7841300120 — �#�2 n d-Street 7841300105 7841300100 i 7841300090 78413000$0 \�� Site Plan'B' 7840800050 \�� SheetA4 7840800060 7840800065 � 0 7840800070 7840800110 � �aaia00090 � 2o�/ 7840800105 I 7840800075 �a,� \ SE Lot (Proposed SE corner of Morris Avenue 7839800150 Parking Lot) and 4th Street 7839800181 7839800185 Project Team Owner: Corporation of the Catholic Archbishop of Seattle Office of Property and Construction 910 Marion Street Seattle, WA 98104 Applicant: St. Anthony Parish 314 South 4th Street Renton, WA 98055 Contact: Greg McNabb, Parish Administrator P: 425 255-3132 F: 425 271-4729 Architect: Rutledge Maul Architects, PS Inc 19336 47th Ave NE Seattle, WA 98155 Contact: Mark Stine P: 206 440-0330 F: 206 362-4381 Civil Pacific Engineering Design, LLC Engineer: 4800 South 188th Street, Suite 360 Seattle, WA 98188 Contact: Lou Larsen P: 206 431-7970 F: 206 431-7975 Landscape Glenn Takagi Landscape Architect Architect: 18550 Firlands Way N., Suite 102 Shoreline, WA 98133 Contact: Glenn Takagi P: 206 542-6100 F: 206 546-5277 Electrical Abossein Engineering Engineer: 1844 114th Avenue NE Bellevue, WA 98005 Contact: Jay Werner P: 425 723-9441 F: 425 462-9451 Contractor: Shinstine / Associates P.O. Box 1370 Sumner, WA 98390-0280 Contact: Pat Oda P: 253 770-5858 F: 253 770-5277 Is - Structures Existing Portable n Phase I - Social Hall, Meeting Rooms, Gymnasium, Classrooms Parish Office & Kindergarten Addition +— — — — — — — — —1—� Phase II - Classrooms and School Admin - - Addition 7841300125 I Proposed Whitworth Ave U') 7841300120 I ROW Vacation L_ o � I co �40800050 7840800110 7841300035 ICI 7841300105 7840800055 7840800060 L-A101II I�j \-,I IUI 1.1 I Existing PMC Existing School 7840800105 Existing structures to be replaced by parking - I Site Plan 'A' Sheet A3 I Site Plan 'C Sheet A4 7839800150 7839800181 783900185 ' R ct PLO ZI 8 I 90 C/) c� C U) 0 N _ Zo C u M X Q 01 LL- ;�o 2 D ��: 2 Do ON <C a — rn — 2367 / 2FGIS IFF2F1) 'I IL'I `,r -. I7 J I LEJ STA L C- W IIINCi Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: DEVELOPMENT PLANNING CITY OF RENTON ... ............................ MAY 6 2 2802 RECEIVED Campus Plan n ::.. IMMMMIMMIMM ................. 1 41 :1 1 61 (:D North pole O 4 �O % y tz- CD 4� .10, t G's V, qV114 EXISTING ALLEY 20'R.0,W. S89'.3.8'09" E amrox. 316.13' IIIM— C? 01 30 10 10 loc loc 10 8!-ff 81 1 1 J QD VEHICLE GATE TO BE LOSED PLAYGROUND & PARKING VACATED CVACATED.. DURING SCHOOL H URS RAISE D,14TERSECTION 0 FIRE LANE FOR 19 CARS AND VAN FIRE LANE uj ACCESSIBLE STALLS 81-011 j. 81,011 j, 81-011 PHASE 11 PHASE I AC� Lu VAN 13X, V ilv�lll-", CID xx T� VAN �ALL z Lu INr-VV 3�—MjVL FACILITY EXISTING REMOVE UNUSED CD:: z PAVING 3 EXISTING K-8 SCHOOL 6 z BSMT FLOOR - 29.45' MAIN FLOOR = 39,13' DEMON 0 vxx Lu UPPER FLOOR = 52.51' PHASE I NEW KINDERGARTEN CLASSROOMS 29.17 6 je PROPO SED WHI ORTH R.O.W. EXISTING CHURCH b 0 10, ct u C) ct 000 9r7 11 0 C6 op Q Aw Im cl) U-J x LO < 66 LO C3 < Mo -4 D mw 10 —i� c') co < 04 cn '67 ---- � ARC I AECI STATE OF 0 10' 20' 30' 4080' North Sheet No. Vr r '31� .. ll� Big, i I a 17mr 60' R.O.W N890 40' 49" W 120.00' p Q 5' REQUIRED LANDSCAPE STRIP AT PARKING q — — — — — — — — — — — — — --- --- z 7'_2n 4 DI a E <3 .. 9 N r 8 19 9 0 12 C? RAI .Q I � I 12c I = I / 9 \ I I TYPICAL 900 o COMPACT STA Lt/ / \ 12'-0" Y 18'-011 24'-0" 14'4 '-0 Q 10 Q-1I Q ! PHASE I COMPLETION I// Lo 0 "' vU, PARKING FOR 75 CARS AFTER z DEMOLITION OF EXISTING STRUCTURES w o o'o // \Lo Cn w c 5I o 0 m z I / I � I APPROX. LOCATION OF WATER LINE EASEMENT, _ RECORDING NUMBER: 3577661 \ \ i .00- 01 O• '2''1 4 SEWER M ANH MANHOLE r'i ids" CONC IE 24,34 S nark Parking Summary Existing Parking: Rectory: 20 School Playground: 59 Social Hall Lot: 18 Displaced Parking on Whitworth: 15 Total Existing Parking: ........................................................... 112 Additional Parking Requried: Area Additional New Gymnasium, Social Hall and Stalls Requried Meeting room area: 15,285 Hall to be removed: 4,658 Total Additional assembly areas: 10,627 1 / 100 SF = 106 Additional Parish Admin: 2400 3 / 1000 SF = 7 Total New Stalls Required: .................................................... 113 (The school addition will not add staff or employees.) Total Required (existing plus additional requried):............ 225 Proposed Phase I Parking Main Campus: 155 Former Social Hall Lot (SE Lot): 75 Total Proposed Parking: ......................................................... 230 Site Area Calculations Main Campus SE Lot Rectory Totals Existing Site Area 154,462 28,468 13,385 196,315 Proposed Site Area 174,723 n/c n/c 216,576 Existing Impervious 126,324 20,909 3,134 150,367 Additional Impervious 18,731 1,105 3,254 22,983 Total Impervious 145,055 22,014 6,388 173,457 Building Footprint Area 62,205 0 3,544 65,749 Lot Coverage Percentage 35.6% 00/0 26.5% 30.4% Interior Parking Landscaping 1,174 920 n/a 2,094 Landscape Area Proposed 22,611 4,990 6,997 34,598 Zoning Requirements zone: CD - Urban Center Desian Overla Allowable building height: 95'-0" Proposed building height: 32'-2" Building Setbacks Required: 15' min, 25' max front yard for buildings over 25 feet in height. 10 foot landscape strip required along streets 0 • • • • a t. U C g 0 N c C L X a < LO 0Q0'o D v � :i.0 Q O o� ^U W ,Cs _0� W 10 �y Q W Lv�U)J &M 2367 /IiF(;ISI�F2f-I U-17M L. RL]ILL STATF OF WA HIN Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: .............. .............. ................... NIM ;ji :i ^.�.. is Site Plan 'C'- SE Parking Em::. t ,. 1 1 1 1 41 :1 (:D North Site Plan 'B' - Rectory 0?Y 10' 20' 30' 40' 80' A4 Sheet No. North �C) 9,65 0 EXISTING HOL;SE BE`r'OND --, WEST ELEVATION 4 SOUTH ELEVATION SECOND FLOOR FIRST FLOOR ............ .... . . . ............. ......... .................... . . . "EDIUP'I-GRAY FIBERGLASS COMP. SHINGLES TO MATCH EXISTING WHITE STUCCO TO "ATCH EXISTING STRUCTURE NEW STRUCTURE 94' - O" EXISTING STRUCTURE L --- 1----- --- J 23'-0" 2Co'-6" �34'-O" E X I ST IIGr �40U5E NORTH ELEVATION SECOND FLOOR FIRST FLOOR v c1 Lu _z _n X LL] SECOND FLOOR FIRST FLOOR EAST ELEVATION SECTION A -A U o� .o o� _ r� V / uj M N vi 10 M � C V d X } t � LJ �Z� CL Q dQ0�0 � � Q L30 } L v cO } .p M °y 0 Q N 2367 EGISTER �/ARCHLft( STATE OF WASWING Project *: Drawn by: Date: Revised: DEVELOPMENT PLANNING CITY OF RENTON MAY 0 2 2 RECEIVED FIRST FLOOR PLAN SCALE: 1/8" = 1' NORTH RECTORY REMODEL & ADDITION Ag Sheet No. C1(-oa-o5q SANITAR) SEWER MANHOLE. RIM 33.�8 8" PVC lE 27.08 W 8" PVC IE 27.05 E 7 Found 4"x4" concrete with lead and tack, incased o ; m STORM DRAINAGE MANHOLE RIM 33.56 FILLED WITH DIRT EL=31.5 ( 30' SANITARY SEWER MANHOLE RIM 33.22 Alley =- B" PVC IE 28,10 W I Build in Gat .s ffg l c� 7 41 A ao Ed e of asphalt Rep. No. 1241691 g 9 -3 o ® ; 3a? az / Sig . t fn o BB �, • , I C (D 9 n ;f CATCH BASIN p� oQ -)I---�� a: sae o { rt° Garage I RIM 33 24 d o r� i ge: ya // 1 Gas .: �< 1 fCD m° •. , O •� 93 Building Building /74- 5' cyZ rr�fence ,�° -meter 9 3z5 I �� epEdge of asphalt 0 X Sign z, 1 rt :. Building cr CATCH BASIN F n 3 3 ° Q n RIM 30.08 o I 32 w \ n 6': CONC N m V'acated.a.11ey..as fenceclone J� 6" CONC W cn n °o a per Rec. No.. i �:�� / J I 6" CONC IE 28. 45 SE a I I n D' 3 a + 20010117001B72 Fa I Uw o rO Power meter' a;: sa. �, •.: .. �` (JJ� tt ° I West -3=i/2" as per m ,S'f cv Ftec . No . 1232957 •:... U 1 �. • ,I o 5 CATCH BASIN �. J Rim 31.16 f Cr E, o f . . 3 3+:. 6.. PVG IE 30..31 E ® a overhang i �Z Sign .,' N 96 � �? 6` PVC. IE 30..-25 ' w4. o Gas a 4 Oo { Teather bar l'.. �' n.'. 2e e +9_ r^i o { Power , 32? ' �2 �� ' m a N89'38' 09'W 120. 07 - �z' --- i J CATCH BASIN z vault++. pole i i''.-- X X x' T:-X j I--�� c, -� of Rim 29.73 2�.• •: U �' ��. X X 8' cyCldne fence ya -+ .... -lower pole 6 6" CDNC IE 28.45 NW { ? \ 32�' a 31' °. +a2 ea , m ith transformer �z`' 6 5' Cyclone �a• I uO r� b. 09 \ CATCH BASIN, -Single white �. 3 ,. �2. fence 6" CONC IE 28.30E �o ! i�o . Rim 31.81 ae . -+, I Light 6. RVC IE 31 .07 *W ��': , p n �. N U ° g I m standard.. e°§� +� 3+P+1+ ! ��rJ� Wheel $to �_ m .' , �9 2 r- Overhang ��. , c w +� a �Za+ Building I °i 29 I C �? '+� C J •� •. N O 3 +9 2 �.� H 0 I r o i r 9 O I J :.� I.- i------1 !L. r fn I Q .I West N-1/2" as per �2' tI rt uoi � � w FIRE.. LANE Rec . N0. 1258317 � f � , L L Sanitary sewer manhole 46 .. 09 , , � `'�. 'a• 3 �..� e , 4' wood Rim 30.90 _ 6" CONC IE 23.62 W °00a:,' .�:� f v Zga l �2�. 2� w;^ �z+ fence 2-.• CONC IE 21.95 N °m 'g' , ,' <� ;\4�� •3 a f _.. 24 CONC IE 21.75 S`?<STr, f Ex^" f ductile' 3 Bas etball i. > ,vim o :Araccci l � + 32. CATCH BASIN ro iron pipes. k y 3a= < a �. a� rx . -T Rim 29.83 ; Basketball -. �; ��� +2.} +-) 4 6' wood X ,X woodXfence X � 0 ree sign �2. Centerline ,� j. 2�. I �� �.. ez.' or•;...''� r#.. a �• of asphalt 6" CONC IE 27.49 NE-.. I I - asketoa.hi Q. 4: +a �i:+20 fence--� �Z+ m �2. P 7e-,>�., r.,% .hoop 5 --.--- L 2'w..... i I • pg _ l ('1 /"� ��i� ..a . g2 �e 1 '•�2 h r Il � Cross war ( �` .I' 3�'+. `ea. �\ a Overhang uy wire anchor) ----- •_ ° 0g: ___ �__.. ___- -- -----. ------ --- .------ 4�__---: --- -- :-r ----- ---Building - Ill - a e `�� 3a�'l Za1$ �- - -- --- ---------- ---L� - - - ----- - - - - - - 3 - I I -I� - , ore -- -- - - - - -- °owe Matc h line Found 4"x4" concrete with punched brass, incased Found 4"x4" concrete with lead and tack, incased STORM DRAINAGE MANHOLE RIM 30.87 12" CONC IE 22.23 S p 12' CONC N TT South Second Street '19'03"E 77' 316.07' O m A, L T,, A. /TOPOGRAPHIC SURVEY A PORTION OF THE NWl/4 01- THE SE1/4 OF SEC, 18, TWP 23N., RNG. SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON m i 7- South Third Street S89'36'44"E 632.14' O m 30' 30' 30' I I 1 t 09 T CATCH BASIN Rim 30.56 Light 6 CONC IE 28.68 SE ( j o standard+p3 6" CONC E SANITARY SEWER MANHOLE 8" CONC N Rim 32.51 ! "Guy wi e anchor o'� 8" PVC IF 27.35 W 3 B" PVC IE 27.33 E j 3 �° l I • +Z0 �a2°• B" PVC IE 27. 17 S 32 a Building Cable,CATCH BASIN ,I. television o: Rim 31.53 vault CONC IE 29.4g...PIW 9 +. 1 a 300 E Cable to evasion SANITARY SEWER MANHOLE Power a ;r1 9e ay �han hole w/underground telephoneo valves SANITARY SEWER MANHOLE 'Zp o. 30• c: Rim 31.59 Pole a 2 Gas n v 8' PVC IE 27,63 E & cable television ,E /' a Rim 32.595 � ": -.-----_�--�_�___ _ -- .� __ __._ i1 Q SANITARY SEWER MANHOLE g06 0. .j Alley �' Q Alley---'�8" PVC IE 26.10 tv orefoc e� a RIM 32,95 8" PVC IE 27.8fi Ems- -- - ---- - a v •:0 Guy wire P 5 Alle �GaS w as y 3°' 9+p6 ?0 p5 N89'37'26"W 120.02' a a s _, 326 �Z E' �� N89 '37'26"W 120. 02' sae y2 0 �ca� °o Power o nchor valve „ : Si n > �2. Ze P i� a3 f� Ole ale +0e 6' cyclone fence c. 2.•. 6' woad fence 'as �Ze e 4 cyclone Z. ';�0 ,96 a.. i6E IS. v fence ' SANITARY SEWER MANHO` x I p °" ' 6' .metal posts: 6 e6 Guy wiJanchRim 31.01 a°Sign 36"CGNC IC 23 i12 W o e24" CONC IE 21.68 S '.�' ,n ° Gas Gas Po4" CONCIE 21.50 N-7. \ valve ;valve Power o' p West3-1 2" as per a• 1 m m n �f 316.07' Surveyor's Notes: Title Report Notes: Description: 1) The monument control shown for this site was accomplished 1. Restrictions on use of title report. See page 3 of 3. by field traverse utilizing a three (1) second theodolite with integral electronic distance measuring meter 2. Easement, terms and conditions in favor of Chicago, (Geodimeter 600). Linear and angular closure of the Milwaukee & St. Paul Railway Company granted by instrument traverses meet the standards of WAC 332-130-090. recorded under number 1232956. The location of said easement has been graphically depicted upon this survey. i Legend: 2) Utilities other than those shown may exist on this site. 3. Easement, terms and conditions in favor of Chicago, N Only those which are visible or having visible evidence Milwaukee & St. Paul Railway Company granted by instrument = Monument found. Visited Jan. 17, 2001 of their installation are shown hereon, recorded under number 1232957. The location of said easement has been graphically depicted upon this survey. 3) This survey represents physical improvement conditions as they existed January 22, 2001, the date of this field 4. Easement, terms and conditions in favor of Chicago. 1 ,-ra: survey. Milwaukee & St. Paul Railway Company granted by instrument recorded under number 1241691. The location of said easement r, 4) Offset dimensions shown hereon are measured perpendicular has been graphically depicted upon this survey. to property lines. ® = Power pole 5. Easement, terms and conditions in favor of Chicago, 5) Full reliance for legal descriptions and recorded Milwaukee & St. Paul Railway Company granted by instrument [11 = Street signal junction box easements have been placed on the title report from recorded under number 1258317. The location of said easement Pacific Northwest Title Insurance Company Commitment order has been graphically depicted upon this survey. Note: title -G- = Gas paint mark No. 424576, dated April 4, 2001. No additional report erroneously lists recording no. 125317 for this easement. research as been attempted. El = Gas marker post 6. Easement, terms and conditions in favor of Chicago, Milwaukee & St. Paul Railway Company granted by instrument # = Telephone junction box Basis Bearing: recorded under number 1258321. The location of has been said easement of graphically depicted upon this survey. Note: title G = Telephone pole report erroneously lists recording no. 1258322 for this easement. True North. Based upon Global Positioning System (GPS) 7. Easement, terms and conditions in favor of John C. and 0 = Sign Lambert Grid Washington State North Zone coordinates. A convergence angle of 01*01'30.491" counterclockwise was Ella J. Vickrey for waterline purposes as recorded 3577661. under number 0 = Signal box applied at a tack in lead in 4" x 4" concrete post set Said easement does not affect subject property. in monument case at the intersection of South Fourth B. Easement, terms and conditions in favor of Puget Sound 19 = Mailbox Street and Smithers Avenue South. Power & Light Company (Puget Sound Energy) for electric = As noted in Title Report Notes transmission and/or distribution purposes as recorded under `.J Vertical Datum: number 9408260776. The location of said easement is described as "constructed to be or constructed" and therefore has not been graphically depicted upon this survey. City of Renton (NAVD BB) 9. Easement, terms and conditions in favor of the City of 20 40 Renton for utilitypurposes, as made part of alley vacation -�---j Benchmarks: ordinance no. 4883, recorded under number 20010117001672. The location of said easement has been graphically depicted upon Base: this survey. Note: title report erroneously lists recording no. 200010117001672 for this vacation. Scale: City of Renton Benchmark No. 2123: Found USGS brass disc stamped 10. Mineral rights reserved by instrument recorded under no. 702271. "0462", vertical in wall of post office, 1.5'E of Southwest 99 corner of building located in the Northeast quadrant of street 11-38. Tax matters. 20' intersection of Houser Way and Williams. As per phone conversation with Bob MacOnie on January 11, 2001. 39. Leaseholds, rights of vendors and tenants. Elevation = 45.11 feet. Site: NOTE: INFORMATION NOTED ABOVE AND EASEMENTS DEPICTED ON SURVEY Found brass plug in concrete incased. ARE TAKEN FROM PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, At intersection of 4th & Shattuck Streets. INC. TITLE ORDER NO. 424576, DATED APRIL 4, 2001. Elevation = 29.61 feet. PN E . �q ��` OF MAsy!'ps o Cp 0 22338 a� rJfO f01 s it SJ� Nq I L ANC EXPIRES 1 2- 1 5-2001 a ® Power pole Surveyor's Certificate: To Corporation of the Catholic Archbishop of Seattle and Pacific Northwest Title: This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standards Detail Requirements for the A.L.T.A./A.C.S.M. Land Title Survey," jointly established and adopted by A.L.T.A. and A.C.S.M. in 1999, and includes Items 5, 8, 10, and 11 of Table A thereof, and pursuant to the Accuracy Standards of a(n) (Urban, Surburban, Rural or Mountain/Marshland) Survey. Date: Signed Norman E. Larson P.L.S. Registration No. 2233E Date of Survey: January 22, 2001 Date of last Revision: May 21, 2001 ( C'.e.n tTe 33639 9th Avenue South Federal Way, WA. 98003 ` (253) 661-1901 e ; V Pointe Q Surveying DRAWN BY D Woods CHECKED BY N Larson DATE Feb. 6, 2001 JOB NO.: 1776 SCAIR I" = 20 , DRAWING NAME: 1776 C� VEi-C)P'As %f'j' ,� 4 Cl7Y01:REN 64'ilTVt,3 MAY 02� RECEIVED INDEXDATk NW -SE 18, T23N, RSE, WM SURVEY FOR: Pacific Engineering 4800 S. 188th Street, Suite 360 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 1 OF 3 �o Ss Power vault CATCH BASIN RIM 27.97' a1 a CATCH BASIN - Rim 2B.20 18" CONC N 18" CONC IE 21.84 SE CATCH BASIN Rim 29.37 18" CONC IE 22.23 NW 18" CONC IE 21.78 S_ STORM DRAINAGE MANHOLE Rim 29.71 Zs` 6" CONC IE 27.49 W 10, CONC IE 24.94 E 18" CONC IE 21.94 N mi 12" CONC IE 21.70 5 12" CONC IE 21.45 N CATCH BASIN Rim 29.33 6" DI IE 27.38 E SANITARY SEWER MANHOLE Rim 30.21 1B" CONC IE 22.24 E 24' CONC' IE 22.01 N 16" CONC IE 21.07 S STORM DRAINAGE MANHOLE Rim 29.73 8" CONC IE 22.29 E 12"? CONC IE 21.82 S 12"? CONC IE 21.61 N A, L T,, A,, /TOPOGRAPHIC SURVEY A PORTION OF THE NW1/4 OF THE SE1/4 OF SEC. 18, TWP. 23N., RAG. SE., W.M CITY OF RENTON, KING COUNTY, VVASHINGTON Match line Found 4"x4" concrete with punched brass. incased South Sixth Street Legend- 6 = Monument found. Visited Jan. 17, 2001 ® = Power pole p = Street signal junction box G-= Gas paint mark = Gas marker post # = Telephone junction box G = Telephone pole 0 = Sign 0 = Signal box = Mailbox O= As noted in Title Report Notes 0 20 40 1 Scale: 1" _ 20' 6 Centre 33639 9th Avenue South Federal Way, WA. 98003 Pointe (253) 661-1901 c � c- v Surveying DRAWN BY: D Woods CHECKED BY: N Larson DATE: Feb. 6, 2001 JOB NO.: 1766 SCALE: 1 " = 20' DRAWING NAME 1766 30' G i h �9 2 32 p T 3: 3 N L O P 92 9 r® VL NN n�2• 90 �2 1 n` 4 W� f VL } 69 • ri y`3 32 p� �i } ` O o 92 6 30' I 1 Asphalt li Z p0 iii ICATCH BASIN Rim 31.11 A Cross wall,®. Light standard ....2g. ; Stops?.� N9 �6 32• 32 .:•sign - .. 'A2s iy`ral i c ATC31863IN�im •l " CONC IE 29.53 NE 4 L I fq30. r . M CATCH BASIN Rim 31.47 6" CONC IE 30.46 NE J. } STORM DRAINAGE MANHOLE A'No:' Rim 31.64 + (�I �'"e 6" CONC IE 29.47 W 6" CONC IE 29.24 SE 6" DI IE 29.13 S 12" CONC IE 28.07 N } 4. CATCH BASIN Rim 31.37 6" CONC IE 30.27 NW INDEX DATA NW -SE 18, T23N, RSE, WM SURVEY FOR: Pacific Engineering 4800 S. 188th Street, Suite 360 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 2 OF 3 --6a-a-5 Description: PARCEL 1: Lots 4, 5, 6, and 7, Block 35, Smithers Second Addition to the Town of Renton, according to the plat thereof recorded in Volume 10 of Plats, page 28, in King County, Washington; PARCEL 2: The portion of Lot 8, Block 35. Smithers Second Addition to the Town of Renton, according to the plat thereof recorded in Volume 10 of Plats, page 28, in King County, Washington, described as follows: Beginning at the northwest corner of said Lot 8; Thence north 89`47' east 120.00 feet; Thence south 00'13' east 20.00 feet; Thence south 65°33'20" west 21.93 feet; Thence south 89'47' west 100.00 feet: Thence north 00*13' west 29.00 feet to the point of beginning; PARCEL 3: Lots 8 and 9, Block 35, Smithers Second Addition to the Town of Renton, according to the plat thereof recorded in Volume 10 of Plats, page 28, in King County, Washington; EXCEPT that portion of Lot 8, described as follows: Beginning at the northwest corner of said Lot 8; Thence running east along the northerly boundary thereof to the northeast corner of said Lot 8; Thence south 00*13' east 20 feet along the easterly boundary of said Lot 8; Thence south 65`33'20" west 21.93 feet; Thence south 89*47' west 100 feet to the westerly boundary of said Lot 8; . Thence northerly along the westerly boundary of said Lot 8 to the point of beginning of this exception. PARCEL 4: Lot 9, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington. PARCEL 5: Lot 10, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington. PARCEL 6: Lot 11, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington. PARCEL 7: Lot 12, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington. PARCEL 8: Lot 13 and the north half of the north 20 feet of Lot 14, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington. PARCEL 9: The south 30 feet of Lot 14 and all of Lots 15, 16, 17, and 18, Block 1, Smithers Fourth Addition to the Town of Renton, according to the plat thereof recorded in Volume 11 of Plats, page 19, in King County, Washington; EXCEPT those portions of Lots 15 and 16. conveyed to the City of Renton, for roads, by deeds recorded under King County Recording Numbers 7305180516 and 7305180517. PARCEL 10: Lots 7, B. 9, 10, 11, 12, 13, 14, and 15, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33 in King County, Washington; EXCEPT that portion of Lot 15 conveyed to the City of Renton, for road, by deed recorded under King County Recording Number 7305180518. TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4863, recorded under King County Recording Number 20010117001672. PARCEL 11: Lots 16 and the south half of Lot 17, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33, in King County, Washington; EXCEPT that portion of Lot 16 conveyed to the City of Renton, for road, by deed recorded under King County Recording Number 7305180515; TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4683, recorded under King County Recording Number 20010117001672. PARCEL 12: The north half of Lot 17 and all of Lot 16, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33, in King County, Washington; TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4683, recorded under King County Recording Number 20010117001672. PARCEL 13: Lots 19 and 20, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33, in King County, Washington; TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4883, recorded under King County Recording Number 20010117001672. PARCEL 14: Lots 21 and 22, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof .recorded in Volume 16 of Plats, page 33, in King County, Washington: TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4883, recorded under King County Recording Number 20010117001672. PARCEL 15: Lot 23, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33. in King County, Washington; TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4863, recorded under King County Recording Number 20010117001672. PARCEL 16: Lot 24, Block 1, Smithers Fifth Addition to the Town of Renton, according to the plat thereof recorded in Volume 16 of Plats, page 33, in King County, Washington; TOGETHER WITH that portion of vacated alley adjacent, which attached by operation of law, by City of Renton Ordinance Number 4683, recorded under King County Recording Number 20010117001672. A. L7, A. /TOPOGRAPHIC SURVEY A PORTION OF THE NWI/4 OF' THE SEI/4 OF SEC, 18, TWP. 23N, , RNG. 5E. , W. M, CITY OF RENTON, KING COUNTY, WASHINGTON u � ' m CATCH BASIN Rim 31.24 ___6" CONC IF 29.12 SF jSANITARY SEWER MANHOLE Found monument Rim 32.49 incased o �8" PVC IE 24.63 E a'`Gas paint cn 1B" CONC '[E 24.13 W? mark 1 18" CONC IE 24.07 S? --•.,_a . I , 5a CATCH BASIN Rim 31.63 6" CONC IE 29.53 NE CATCH BASIN/ ;I Rim 31.47 6" CONC IE 30.46 NE 1 .I STORM DRAINAGE MANHOLE Rim 31.64 6" CONC IE 29.47 W 6' CONC IE 29.24 SE 6" DI IE 29.13 S 12" CONC IE 28.07 N CATCH BASIN 1 Rim 31.37 4 6" CONC IE 30.27 NW #I 01 CD � J 0 o 1 0 0 N� O m f I2, Power pole telephone pole ' CATCH BASIN Rim 31.48 j 6" CONC IE 29.56 NWT_ II SANITARY SEWER MANH Rim 32,44 18" CONC IE 24.34 S 18" CONC IE 24.30 N Found 4"x4" concret with punched brass, incased STORM DRAINAGE MANHOLE Rim 32.4B 6" CONC IE 28.80? NW 4" PVC IE 28.40 S 6" CONC IE 27.86 NE 6" CONC IE 27.82 SW 12 CONC IE 27.14 S 12.. CONC IE 27.09 W 15" CONC IE 26.96 N 12., CONC IE 25.90 E SANITARY SEWER MANHOLE Rim 33.37 8" PVC T_E 26.99 S 8" PVC iE 26.38 N 8' PVC IE 26.31 E B" PVC IE 26 24 W T STORM DRAINAGE MANHOLE Rim 34.66 12 CONC IE 27.61 E 12" CONC W 12 CONC S 12" CONC N ;I" mark IN. '— c) *Gas paint Double yellow mark O Found tack in lead in 4"x4" concrete post, og ti" �3. 33, incased I_1 ht 1 standard RimV32V82� 6" DI IE 31.39 N 4" DI IE 31.21 W ti -CATCH BASIN Rim 32.39 4" DI IE 31.29 E Building O 3 I i 9'' z' �2 9 �I h 16' I. . 3�6 SANITARY SEWER MA d Rim 33.58 6" PVC IE 28.10 W 6" PVC IE 26.01 S 8" PVC IE 27.86 N so � Oaa.. 562 � 4-) C 30' 1 r` rn N 0 Cu CO r-1 Cu CO r� rn 1 3 LD v o C Cn WA Syfy r0 N Z p 22338 J`W sf1D F�ISTER�' SJa` N4 L ANC EXPIRES 12-15-2001 Found brass disc without markings, incased. Ties PK" nail cross straddles and held calculated position. I If 0 20 40 Seale: 1 " _ 20' Legend: 6 = Monument found. Visited Jan. 17, 2001 Q = Power pole M = Street signal junction box - G - = Gas Paint mark 06, = Gas marker post # = Telephone junction box C = Telephone pole 0 = Sign 0 = Signal box = Mailbox �X = As noted in Title Report Notes V 33639 9th Avenue South Centre Federal Way, WA. 98003 Pointe (253) 661-1901 c- -c �S Q Surveying DRAWN BY: p Woods CHECKED BY N Larson DATE: Feb. 6, 2001 JOB NO.: 1776 SCALE: 1 „ = 20' DRAWING NAME: 1776 INDEX DATA NW -SE 18, T23N, RSE, WM SURVEY FOR: Pacific Engineering 4800 S. 188th Street, Suite 360 Seattle, WA 98188 KING COUNTY, WASHINGTON SHEET 3 OF 3 PHASE 11 1- PHASE I K-2 R3 T STORAGE K-3 STOR LIST 212 KITCHEN A MEETING 216 212 TOILET 21 EXISTING PMC CORRIDOR VESTIBJLE 219 OFFICE OFFICE OFFICE 217 215 213 951-01, Main Floor Plan 0 41 8' 121 6' 32' GL :- OFFICE 200 UP iDN ATHLETIC STORAGE OFFICE 1 DN 211 STAIRW�NTRY 1 (:D North J--� 101 F---1 - -W ELECT TRASH NURSERY 1 qA,-n,, Q Q Q 1 LT4-JLF�� 77M STORAGE C% /—\ /--, -.I/-\L r1/-\LL CHILD LIT. & BRIDES Fm- 0 CO) .0 'd L6 x d6 < C) 0, C') < C 4— OO 7C) 10 m C�) C3 0, a) < Amp— mm ME C,4 2367 R ITC d`LA AV V L. 1) L *1) JILL STATF OF W F W SHILL/ S11 1\ Project #: E001 0 Drawn by: MDS Date: 04-26-02 Revision Date: PHASE II PHASE C, c CHAPEL COMPUTER LAB STORAGE (FUTURE CORRIDOR) ART LEARNING RESOURCE CENTER CHOIR RISERS MUSIC ROOM CHOIR PRACTICE MUSIC STORAGE DN 40 " DN 316 OMEN MEN CONFERENCE ICE 312 OFF 8 OFFICE (i, - 325 CORRIDOR GYMNASIUM MECH GYMNASIUM BELOW STAFF LOUNGE WORK RM MEETING YOUTH MIN OFFICE LOBBY 322 ELEV OFF 8 OFF 7 OFF 6 OFF 5 OFFICE 310 � +46-10" -�� DN OFFICE OFFICE OFFICE 311 323 OFFICE 319 OFFICE COPY OFFICE DN 321 317 315 313 STAIR'A' 23'-2" L 95'-01, Upper Floor Plan 0 4' 8' 12' 16' 32' (:D North YOUTH OPEN MINISTRY BELOW MEETINGl MEETING ROOF BELOW KITCHEN MECH LOFT "FLAT" ROOF Me] "FLAT" ROOF HIGH CEILING AT SOCIAL HALL a HIGH CEILING "FLAT" ROOF ,'NC"R 0FI L KI E D u c cv Z U, x _ QZ o aQ O 3 U L N^�O -0, -� �C 0� N ��N �367 ARC ITC 4 L L. I L L ST TF OF W SIIIN !0 Project #: E0010 Drawn by: MDS Date: 04-26-02 Revision Date: ............... ............ .......................... V Lk A6 Sheet No. o� 0 Power pole telephone pole South 4th Street ` I ht Light standard standard Water„, _ I meter Landscape SW Parking North Development Lot. (phase 0 P L A N T L E G E N D S�rmbol. Plant Name, Remarks Existing Tree Proposed Street Tree Ornamental Garden Tree Narrow Conifer Tree Screen Shrub (Pyramidalis) Ornamental Shrubs/ Groundcover Beds Lawn Key Map No, .o Scale IARWJ I Date: U� CERYMN NO. Glenn Takagi Landscape Architect 18550 Firlands Way No. Shoreline, WA 98133 206.542,6100 FAX 206.54.611.28 Project ": E0010 Drawn by: 1" fKL/JV/CsT Date: 3.10.02 Revised: 00.00.00 DEVELOPMENT PLJ=�NNI dry CITY OF RENTON MAY n?27 RE, L''I D Lino Sheet No. C u —ca-o5 4 Landscape 0 -6 P �--' 01 North Development Plan — Main Campus (phase I and II) C,FM'M Glenn Takagi Landscape Architect 18550 Firlands Way No. Shoreline, WA 98133 206.542.6100 FAX 206.54.611.28 Project ": E OIO Drawn be: MKL/JV/GT Date: 3.1a.02 Revised: 00.00,00 L2sO Sheet No. Cuo5 Cable-k,�a handhole w/underground telephone & cc If television OWNER TO ADJUST PROPERTY LINE 4'-0" TO THE SOUTH TO °fie sec WIDEN EXISTING ALLEY TO 24-0 TOTAL WIDTH ao alley e° 0t�ost°` �t Guy wire a 0 Power pole EXISTING PORTABL S TO BE REMOVED A --TER COMPLETION OF PHASE If PARKIN FOR 22 ADDITIONAL ARS (RECONFIGURE 8 PLAY AREA AND SF OWN BE OW) BARKING FOR 5C CARS meter Power vault Light 10 10 flF1 standard I 8 I� PLAYGROUND & PARKING FIRE LANE FOR 19 CARS AND VAN Water ACCESSIBLE STALLS BENCH valve 0 2 ACC 2 Water (I I I I I I I 11 I (111 1 17 _ PHASE 11 NEVv Q.) SCHOOL Q FACILITY c.> C� EXISTING SCHOOL EXISTING LANDS TO REMAIN r m Water vnetei CONC. SEAT WALL SCULPTURE OR FOUNTAIN —� ■— BENCH TYP. Light standard COIN INK FENCE wvaalvteer W/ PLASTIC SLATS Water valve ENCH TAI I N G _. ALL CHAINLINK FENCE 1312 S.F. 10c 10cCn 1( w FIRE LANE cn a CL f:7 TURE TYP. ...■■■■M son ''`mom �.E i - ■ M • �_ amm a.. significant Tree Removal Plan 0 10' 30 45' 60 120' North Power .,role O eter meter � O Y water -tf meter C_ R ISED D CORATIVE PAVEMENT Xxi G=rower Dole PHASE I NEW SOCIAL HALL, GYMNASIUM AND en,_PARISH OFFICE 2c t AFF KING 3 P L A N T L E G E N D .I. Plant Name/ Remarks Guy wire anchor Power pole 0 + Existing Tree to Remain Existing Tree to be Removed Proposed Street Tree EXISTING BUSINESS Ornamental Garden Tree Narrow Conifer Tree 1W (D Screen Shrub (Pyramidalis) Ornamental Shrubs/ Groundcover Beds 106 S.F. 101 S.F. — 11884 S.F, PKCa. PARKING FOR LANDSCAPE REQUIRED: 895 ° 1174 S.F. 52 CARS LANDSCAPE PROVIDED: 1406 FLAGSTONE PAVING FRI CONC. BOLLA D _ 4Irrigation 6' 0" O.C. T P. control boxes RAISED DECORATIVE PAVEMENT e• M z vault 0 i South 4th Street u g— Vtaier standard valve ' t DEWAL SMM 1gEE PROPOSED STREET TREE (TYP.) >- wer pole w 25 S.F. PARKING FOR 9524 S.F. PKG. 29 compact LANDSCAPE REQUIRED: 411 5,F, CARS LANDSCAPE PROVIDED: 1106 S.F. EXISTING LANDSCAPE TO REMAIN 1106 S.F. / 2 Irrigation control box xQ control boxes CU LI Sf P CONC. BOLLARD 9 6' 0" 0. C. TYP. EXISTING CHURCH T b P. w Q 0 z ¢z - Z w XO w ' I— }e ter yrl owerV —+q�--- .. i oul; J�l Water meter Y Y Power pole telephone pole l • Power m vault Wa' ter meter 0 meter Water meter 0 a q X VIght standard Power pole telephone pole 2443 S.F. 1c 22,014 485 S.F. South 4'Lh Street PHASE I COMPLETION 12 PARKING FOR 75 CARS AFTER 40 S.F. 3.F � 1c �702 S.F. 11 110 S.F. 499 S.F. 0 Light x YWoter• m standard meter ao ai40 d 1* a K C < `` V }3U p.. Glenn Takagi Landscape Architect 18550 Firlands Way No. Shoreline, WA 98133 206.542.6100 FAX 206.54.611.28 Project #: E0010 Drawn by: 1'1KL/JV/CST Date: 3.15.02 Revised: 00,00.00