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95-102181m E� s S 1 rr'I _I C i f7'1 a t b=i 7D 5F C i CAI I cm i -M E -se r� a mo P9 Rt t " F�•1 PP9 2 00 M M. r f- Ea N iJ9 r7'1 X 9 1•�1 ao T N 9 M9 70 Lft 17� H-1 fn Irm d M M- • 1 • 1 - 1 - 1 • - 1 It S 3 CM 11 O O O SI Z S O II T u7 ]n 1= S O a := c rn -•1 u3 r-n a n --4 m m rn .. 1 m r o o i 1 O O r a O o 1 r et cr O� m C O to r• S O m N m r Ln S r r x m T t1+ a 70 c act u °T1 � c r El a 7.6 = fl T m 10 C7 In II It o = r i o ty a cn � S I �fE "c'pp N C7 fl O T It •.4 " T o � EI I o It v e II r'-r y 6 II �e f1 Es r n l 8 EI f7'1 E1 u l Er fl'1 E El ° Is fi 31 E I lE ram., p !f It � I I spy kl I'77 ii I 4 �yl 11 `i 1 S Cl m j m Ill N T O IV S II x r S r = 1--` -/ C D rri r = Y N T r �. o ll m a z x r�i•1 ; I1 CO II EI o d rs 11 tJ9 n II 1 rn 11 m It 9 q Ef N N EI o n IE � 11 it 51 EI T it it iE [EE N 1 E 11 ►� II ks II Z It 11 1'r'7 41 EE -4 II 1}} It '1 p II r T FF T S rm It I m S 9 tI VI EE EI Ii II li li i! #E 1E }C E Il 70 If 11 at n u t''I jE EE 11 Ik 11 I p {F El 13 " 1I x II I l li � EE ' 1' EE I! I I! I I: 4 II I= li E EI fl II k1 I ES I Ir i iE EE If u EE G r 700t� cnm w �-i 0 d Fi0-Ln---4 C4 .. ! m W { n W w O DO O --jO0 OF -•i-n Nj • 0 F ° U)QO `C cf'U t�©E W D H Ln O ih co O D z --1 0 C -C .: 0 r•� S fJ7 � a � a O 0 0 S A 3 O c m tl) r-1 j• �° S LO 0 S 1 ram- c iJ3 =� (D i C) I E t' M. CD CD = _ (D V fi m m �7 x 0 U) H H co --i c m bi m z LO -do o -n r� U) (-) O y 3 �0 \0 0 G\ Ln 0 BELLACARINO.wo A PORTION OF THE W 1/2 OF THE NORTHEAST 1/4 / SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 CITY OF FEDERAL WAY, KING ; PLAT NOTES: 1. THE MONUMENT CONTROL SHOWN FOR THIS SUBDIVISION WAS ACCOMPLISHED BY FIELDTRAVERSE UTILIZING A LIETZ SET 4 THEODOLITE WITH AN INTEGRAL ELECTRONIC DISTANCE MEASURING UNIT. THE LINEAR AND ANGULAR CLOSURE OF THE TRAVERSE MET OR EXCEEDED THE STANDARDS OF WAC 332- 130-090. 2. ANY FENCING CONSTRUCTED ALONG ANY STREET SHALL INCLUDE A LANDSCAPED AREA PLACED ALONG THE PERIMETER OF EACH FENCE. ADJACENT PROPERTY OWNERS SHALL BE RESPONSIBLE FOR THE CON— TINUED MAINTENANCE OF SAID LANDSCAPING. ANY NEW FENCING OR REPAIR MUST BE APPROVED BY THE BELLACARINO WOODS HOMEOWNERS ASSOCIATION (SEE NOTE 6 BELOW) IF SAID FENCING IS NOT COMPAR— ABLE TO EXISTING FENCING IN THIS PLAT OF BELLACARINO WOODS DIV. 2. 3 A GEOTECHNICAL/SOILS REPORT SHALL BE SUBMITTED WITH EACH BUILDING PERMIT APPLICATION FOR ANY LOTS CONTAINING SLOPES IN EXCESS OF TWENTY (20) PERCENT. 4. CONSTRUCTION WORK RELATED TO CLEARING, FILLING, OR GRADING SHALL BE LIMITED TO APRIL 1 ST THROUGH SEPTEMBER 30, INCLUSIVE. SELECT CLEARING, FILLING, OR GRADING ACTIVITIES MAY BE;ALLOWED OUTSIDE THIS PERIOD ON A WEEKLY BASIS, PROVIDED WRITTEN APPROVAL IS GRANTED EACH WEEK, BY THE FEDERAL WAY DIRECTOR OF PUBLIC WORKS FOR SPECIFIC ACTIVITY. -'s 5. DURING THE COURSE OF CONSTRUCTION OF ANY LOT WITHIN THIS SUBDIVISION, STUB —OUT, INVERT ELEVATIONS FOR STORM DRAINAGE AND/OR SANITARY SEWER SHALL BE VERIFIED BY THE INDIVIDUAL LOT BUILDER OR OWNER TO PROVIDE THE NECESSARY SLOPE FROM THE PROPOSED HOUSE. 6. THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. (CONCERNING THE BELLACARINO WOODS HOMEOWNERS .9505181169 ASSOCIATION). 7. THE MONUMENT SIGN EASEMENT AS S14OWN ON LOT 1 IS HEREBY DEDICATED TO THE BELLACARINO WOODS HOMEOWNERS ASSOCIATION (SEE NOTE 6 ABOVE) FOR THE CONSTRUCTION, USE, MAINTENANCE, AND RECONSTRUCTION OF A MONUMENT SIGN, LANDSCAPING, LIGHTING, FENCING AND/OR SMALL WALLSANNOUN— CING THIS SUBDIVISION. LOT 1 SHALL PROVIDE WATER AND ELECTRICITY TO MAINTAIN SAID EASEMENT AND IMPROVEMENTS THEREON AND WILL RECEIVE A CREDIT AS SET FORTH IN THE DECLARATIN (SEES- VOTE 6). 8. ALL BACK LOT CORNERS HAVE BEEN STAKED WITH A 1/2—INCH BY 24—INCH REBAR AND."'PLASTIC CAP MARKED "BCE LS 21467". CORNERS ABUTTING STREETS HAVE BEEN MARKED AT THE BACK ,aF THE CONCRETE SIDEWALK WITH A DRILLED HOLE AND A "P—K" BRAND MASONRY NAIL SET OR W A 1/2 INCH BY 24" REBAR AND PLASTIC. CAP MARKED "BCE LS 21467' 9. THIS PLAT IS SUBJECT TO AN .UNDERGROUND UTILITY EASEMENT AND THE TERMS AND `CONDITIONS THEREOF GRANTED TO PUGET SOUND :POWER AND LIGHT COMPANY RECORDED AUGUST 26„199*:.,UNI)ER RECORDING NUMBER 9408260773. : EASEMENT NO. 1 IS TOTALLY CONTAINED WITHIN THE ROADS;_QEDICATED IN THIS PLAT. EASEMENT NO. - 2 IS TOTALLY CONTAINED WITHIN THE STRIPS DESCRIBED IN .EASEMENT PROVISIONS AND RESERVATIONS ON , SHEET 7 OF 7. TONS 10. THIS PLAT IS SUBJECT TO THE TERMS AND CONDITIONS, INCLUDING REIMBURSEMENT PROV15 AS SET FORTH UNDER THE CONSTRUCTION AND REIMBURSEMENT AGREEMENT DATED JUNE 10.:19,94, AND c z RECORDED UNDER KING COUNT`( RECORDING NO. 9406150541. . 11. ADDRESSES SHOWN HEREON WERE PROVIDED BY THE CITY OF FEDERAL WAY PRIOR T�IS _PLAT RECORDING AND ARE SUBJECT TO CHANGE. EACH LOTS ,ADDRESS WILL BE CONFIRMED, THE CITY PRIOR TO THE OCCUPANCY OF THE DWELLING ON THAT LOT. - IN SOME CASES, TWO PROPERTY"AODRESS "•-;4tz--! NOTATIONS HAVE BEEN SHOWN FOR ONE LOT. THE ADDRESS THAT WILL BE USED WILL BE =DEPENDENT ; r -,.;• ` ON THE LOCATION OF THE DRIVEWAY. crryor X 33530 First Way. South Federal Way, WA 98003 W" (20fi) AA I rnn Permit #�� one s s •�ti'� PEP VII'T APPLICATION This application must be submitted to the Building Section, and a sign permit must be issued prior to displaying any ,sign, Yexcept a political sign, whether or not the proposed sign requires Construction or structural alteration. ,:.. WARNING:... .Do NOT CCNSTRUCT,0It:=ORi7ER A 5I01+-UN I. k.PERMt7 HAS SEEN. I55i.8D ¢,:•: . AFISSUANCE _ 'L z Owner of Sign L&J # &6, �,74,5 p ofie 4,2,7 f 4G� Address 12�! e✓ I�y�GL • ,l> �2,� [,w + 20� LL►��/�r� JJ/4 . 7 ✓'•• Name and Type of 13usiness With Which Sign is Associated Address of Si Gn+¢rJ� Contractor L-J e • Phone Contractor Address ''�`� ��� Cont. Reg. No. AuJ /46,1Z LZZ-5 49 Property Tax Account# 3Q Z! `� q� `� "' �' Exp. Date 1 X ,�& Contact: C 1 �'F� — e J,4raj Phone: .6Z Ln) 4C Z ' $ Z� All signs must meet the requirements of the zoning and building codes. Two sets of plans (maximum plan size 24"x36") showing the location and size of the sign(s), in addition to a drawing of the sign(s), must be submitted with. the Sign Permit Application. 1. Estimated Project Cost S 2. Type of Sign: ❑ Wall ❑ Marquee ❑ Pedestal Monument 3. Illumination: ❑ Internal (Cabinet) ❑ Internal (Letters Only) f' ❑ External Non -Illuminated ❑ Other (Describe) 4. Sign Area (Square Feet) 2(l e 1 M64- SZO 5. Sign Dimensions k)0c ' 6. Suite Frontage �. I��c G67- /064.tG,M�n1A+�� 7. Street Frontage of Entire Property (Feet) 61rU444,2_1,Jt,,,,1)n '6b GAT z Di V- Z. ')0' I o q / ,,; 5eJ 35�t'4 8. Number of Tenants, or Available Business Spaces, on Property 5�•���'� '4��'[ ,�#S1ofl�, P �. Does, th. property have a comprehensive sign plan approved by the city? 6A)l`�D`'�^1 If yes, what is the file number? 10. List type and size of all existing signs associated with the business: f ✓a �g � f Hj S 7'i "" � o E !t er e-z �Hpl 1 �.�'l�0 2 R_y C�9 /►) S�/lc( c CAI 11. List and size of all other existing signs on theproperty. W type g g v4-pj . >�i�V o � tvlovJuM ►�Jr ,jm1 js e6LL+4e--,qA1,,Je �.vOQ �/J. 6Ai AW f—Uf` f�N T 1 R-k.T 4j T.CERTIFY.UNDER:PEi�4ALTY; [ PPER.IUILY; PHAT'THE-INFORMA77ONFURMSHMi BY,-NMLSTR JE AI UI!:`'51 . ". coRncrTO TAE.BE.Sr OF MY.kNOWLEDGE.ANT) FURTHER, THAT t'AM AUTHORI'LED )3Y:TiE:OWNER OFTHE ABOVE PREWSES.:T0 PERF.GRM'•:THE 4 OR.K'FO€L WHICH THE'APPLICAnON IS MADE- Owner/Agent (Signature) Date-''�_,. (Print Name) ✓ /11i1A ) (Ptease do not wnM below Ulm 11=.) Land Use Section Approval:_ Date Parcel File (it Applicabtc) ?sane � c�' fz- 3 2 Sign Category" 0 Sign Area Permitted (sq. ft) 3 Sign Area.Prbposed (sq. ft.) Code Citation Which Allows This Sign (1.5 �h�.JS .'r��,,• Remarks �e.�E►-� � r�iAr i�r e� hJ C�7� i-ry rs�ortir 1��«�r ricl- 1C17, Ii's Department of Public Works Approval:" Date Remarks Building Section Approval: Date Valuation $ Permit Fee $ Plan Check Fee $ Total Fee - . -- - $ Planning"Surcharge $ "' Remarks x ANY DEPARTMENT u';fl`[ATING DISAPPROVAL ISM CONTACT THE APPLICANT AND BUILDING SECTION WITHIN 24 —HOURS INDICATING THE REASONS FOR DISAPPROVAL. - T -DA q-z NEWHALL JrjjJES9 oNCa 12515 BEL-RED RD SUITE 201 BELLEVUE, WASHINGTON 98005 462-8200 FAX 462-7876 NORTH SCALE 1" =20' 0 10 30 5 20 LEGAL DESCRIPTION: DRAWING FOR SIGN AND LANDSCAPE FEATURES ON LOTS 1 AND 2 BELLACARINO WOODS DIV. 2 JOB NO.: 26001 PLAT NAME: BELLACARINO WOODS DIV. 2 LOT NO.: 1 ,SOUTH MONUMENT CAD DRAWING FILE: K:\CAD\JOBS\26000\26000MSP REVISIONS DATE INITIAL I DESCRIPTION 8-24-95 BPC I SITE PLAN FOR SIGN & LANDSCAPE S.W. 356TH CT. I I l � • �L coi I LOT 1 D IV. 2 , Q j MONUMENT f BOUNDARY = O SEE WORKING DRAWINGS FOR DIMENSIONS r 2r-I I" 00 S.W. 356TH ST. RADIUS POINT " THE MONUMENT ?0. ,kop f F.. • LOT 2 DN. L �snL=siJCi'�b^J L'i1�INTl 30 / - 4459:7 cr w 'y. .77 8'. g 1Wr Y --M. - w l C• ^ ' I' r� 1� 4 4 -'�• _ 'N' '2 1, $8 ri4 W -'150.40' •� j ;:, SVII' 3 ''� 55 - CT. 10'X10'WLE:: 7'5' RADIUS _ � ISLAND .� co M o'x 15 ON. SHE v • D� r- I 30, o o00 moo.- C \ 30' C� S 20' SLOPE & \ UTILITY ESMT. PER REC. NO. \S� 1 9206101531 ", �� M1 fig? C►�� 00 b N 8077 S.F. o S01'36'48 YY 47.11' / FOUND 2" BRASS DISK WITH � PUNCH MARK IN CONCRETE / MARKED " 15661" (3-22-95) A _ 0708' 10° R - 660.00' L = 24.61' CURVE TABLE CURVE LOT RADIUS LENGTH TANGENT DELTA C-1 LOT 1 25.00' 29.12' 16.47' 66'44'26" C-2 LOT 1 25.00' 39.04' 24.77' 89'28'48" C-3 LOT 1 25.00' 31.48' 18.21' 7708'30" C-4 LOT 1 50.00' 27.77' 14.25' 31'48'59" C-6 LOT 1 618.00' 16.00' 8.00' 01-29'00 C-7 LOT 2 618.00' 103.81' 52.03' 09'37'28" C-8 LOT 2 50.00' 30.14' 15.55' 34732'31" C-9 LOT 3 50.00' 29.65' 15.28' 33'58'41" C-10 LOT 3 618.00' 118.00' 59.18' 10'56'24" C-11 LOT 4 618.00' 52.00' 26.02' 04'49'16 C-12 LOT 4 50.00' 30.57' 15.78' 35'01'41" C-13 LOT 5 50.00' 33.81' 17.58' 38'44'3 C-14 LOT 6 50.00' 30-00' 15.47' 34'22'3 C-15 LOT 7 50.00' 27.81' 14.27' 31'52'02" C-16 LOT 8 50.00' 10.29' 5.16' 11'47'20" C-17 LOT 9 25.00' 39.50' 25.23' 90'31'12" C-18 LOT 9 350.00' 40.02' 20.03' 06733'0 C-19 LOT 10 350.00' 80.02' 40.18' 13'05'5 C-20 LOT 11 350.00' 81.20' 40.78' 13'17'34 C-21 LOT 11 25.00' 30.77' 17.68' 70'31'44 C-22 LOT 11 50.00' 16.67' 8.41' 19'06'Or C-23 LOT 12 50.00' 31.99' 16.57' 36'39'43` t.I-. •.-. 1.4495 S.F. FOUND 1" DIA. IRON PIPE :{ UP `2.0 (5-0' 2) .� _• .. S��'p7 ryi.�,•' _ 1rj ,4: r?es�+f-;.. ;�1I�*_ 0 E; dt SDE: - PLANTER SEE NOTE 9229S.F.ET 6 4,6��7�jMIN. FF=332.0, S �s;�,� y 20' SDE ® �a MIN. FF=332.0' 9790 S.F. '� `S� 13246 S.F. p, RADIAL BEARING �1 N 01'59'46" W o 3 40.09'9 S08'46 0" W �33g 86 _ 1 10' POWER LINE h OVERHANG EASEMENT REC. NO. 7404230480 SIGHT DISTANCE EASEMENT PER REC. NO. 9206101531 FOUND COPPER PIN ON CONCRETE POST MONUMENT IN CASE (4-28-92) (ORIGINAL INTERSECTION OF SW 356TH STREET AND 8TH AVENUE SYl) DESTROYED DURING CONSTRUCTION 1993 l 1 i ti I I 00 _. z 3p� NOTE: ALL LOT LINES INTERSECTING CURVED LOT LINES NOT NOTED AS "RADIAL" ARE NON -RADIAL - LINE TABLE LINE LOT NO. DIRECTION DISTANCE G_ �C_ o Go V- FOUND Z BRASS DISK WITH PUNCH MARK IN CONCRETE MARKED " 15661" (3-22-95) R=618.00'(REC) c-11 L=42.82' N 10' POWER LINE OVERHANG ESMT. PER REC. NO. 7404230482 �- R=660.00' L=460.66' = 39'59'29" 1 I PRIOR TO R -CO7 I JOB NO. 4501 1 Barghausen Consulting Engineers,lnc. Civil Engineering, Land Planning, Surveying, Environmental Services 18215 72nd Avenue South Kent, WA. 98032 Telephone: (206) 251-6222 Fax: (206) 251-8782 r•-• or igeo ,„„„,,,,.....,„ ,,,....... ...-- ....-.C.--- r-- ..., 6 14; g4. 0 al \'.- eg a 0 ON C- U LI 6 6 ST Li Si r..... .., ri h 6 a * * a IS 0.‘ 04 C s•*5 P 4 it if U A k 2 • Z ....":2‘4 '' (..../ 0 c.) ',7 • 6 14 . V # Ion 0. OS il csig CO C a eCt Co Ci trtso . . .-... a IC , 6 1! ,-- S•74 = CO i: al L-s4 D = 6 -"F•4 I , ..., •406, .4l a a, 7.0 a (11 CI. ; 6 2 - = La -6 Z —.5 X s 6 6 hi.' .. 4* 6 S! "7'SO, 4 la it • •. Li a a , 415.6 ! H '47';71 72.',,.:Tr: Li Si " IC ...e - Ili % IC .4. c ei 1.....i a c Cog ."it- V g V too H 4 S. tii I s'• i a a , , ;f IC 8 4 - :-., „ :.,. := ,... ,,,, u ,,.., -,,,-- ✓ 11 14 ',r- .- •..... 4 cc if at 4 a OS* 7 a 4 C.IS, Aq- '''''' 47 as,a. a ,, -,- i.,.. • 7. 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A8 alea )I H OMa Nf1OHHJ<:DNIS INflld A8 oleo S11VM NOI1VaNf1O3 79r^//002 �% 7Qd G�— 7(Q A8 -7 IA / area SDNI1OOd '$ S)13V813S r REVISIONS I VARUL Gpe Us NXtaftly-Alt P-1,515 -'ERE APPLICABLE (SEE PLAN) 4CHOR POSTS WITH BASE SET IN CORE tOUT WHERE APPLICABLE (SEE PLAN) l%ICK CAP: ALT. CAST CONCRETE `%ICK ROWLOCK — X, C xi K VENEER TYP. 4 SIDES: WALL TIES PER UBC SEC 2106 AU CORE FULLY GROUTED: 2000 PSI MORTAR MIN. 4U BASE VENEER BELOW GRADE (DAMMPPROCF� N. X lt THK. MIN. CONCRETE FOOTING — #4 REBAR HORIZ. W\ #4 TRANSVERSE 024� O.C. N 4A PCO ov A I "luilAq IMF M*Nk ,,-ROOF TO MATCH PLAT CCR'S ALTERNATE IS COPPER 2X12 2X10 CEDAR BARGE BOARD/RAFTER RIDGE 2X2 CEDAR TRELLIS CROSS PIECE 2X10 CEDAR COLLAR TIE EA SIDE OF POSTS 2X6 CEDAR WRAP AT POST TOPS 1/:r ROUTER GROOVE AROUND POST 6X6 CEDAR POSTS PER PLAN 2X8 CEDAR WRAP AT POST BASE CHAMFER TOP x SIGN ANCHORED TO BRICK MONUMENT BASE SOLID HEADER CAP BRICK ROWLOCK TILT TO SHED WATER un STRETCHER HDR. COURSE BRICK VENEER WITH WALL ILE-$ PER UBC SEC 2106 CMU BELOW GR_A= own CMU 0 BACK OF WALLS TYP. I C,,Cy rl 11rW X fr THK CONIC. FTG. 5 SACK MIN. MIX (2)#4 REBAR CONT. #4 REBAR VERT 0 24!' O.C. FILL CMU WITH 2000 PSI MIN. GROUT 2 jols­�;­ 1, t 'a wiao K"". y "I!, X va k q"' A C01', PL"ETV-' ahq ""q m �Z &Q TOM 10@0 0 104 Ml a A-m 006 5-9-95 BPC INITIAL WORKING DWGS. 8-23-95 BPC SOUTH MONUMENT "o ,Nn 1,g g, mq% Ile CAD INFORMATION-­--_­ 1000, \CAD\JOBS\26000\26000MO v op 0 At" r1k f A 00 Z 0 _j c7\ ui Z 00 I (o at c/) uj u 1,4, CL L0 LJ C) c_ 0') 0 u w Q_ 02� LAJ cr_ r m DEPT,, OF C0,111AIRUNITY Ir VEJ.10PUKER uj >_ fQ dj�3 - OCY-f 7 IMn` NUM86 PFF DCA > Ld _j ADDRESS.,­­­­­—, C3 —i PLANS F,`0Fl._ U) )'OfNE11 CIE Lu . .... ... D 2X2 CEDAR CROSS PIECES ci 0 (4) 2X10 CEDAR EA SIDE < o tn OF 6X6 CEDAR POSTS uj /(2) 2X8 CEDAR CROSS PIECES EA SIDE OF POSTS CL 2X6 CEDAR TRIM All 2X8 CEDAR TRIM CHAMFER TOP CIL= T/ I N.J, LAND PLAN QETAILS -PLAN # -JOB # BELLACARONO WOODS DOVOSOON 2 PLAT NONUMENT Vf,-IMO