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23709 80TH LN W.PDF111111111111 7255 23709 80TH LN W ADDRESS: �2 5-70 TAXACCOUNT/PARCELM BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: DETERMINATION: 0 Conditional Waiver 0 Study Required F1 Waiver CRITICAL AREAS #: DETERMINATION: El Conditional Waiver El Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED:K411 6 --- 71 9.)l C) SCALED PLOT PLAN DATED. 7 SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATE� 1 =(2— SIDE SEWER PERMIT(S) #: L3 1-11 GEOTECH REPORT DATED: STREET USEIENCROACHMENT PERMIT #: FOR: -WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc 0 DATA SINGLE FAMILY RESIDENTIAL 11 STREET FILE I Name: Date: Site Address: d4l Plan Check 0 3 L� 2- 7 -3 --7 o 6? Project Description: CI-q 1114,t r Reduced Site Plan Provided.- (YES Zoning: 90 Map Page: Corner Lot: (YES Flal Lot: (YE S /QDO Critical Areas Determination ff: rp A-Q 00— 'ef 0 S I 0_X C—) 121�5tudy Required 0 Waiver SEPA Determination: Akf Exempt 7-S 6y Needed (for over 500 cubic yard� of grading) 0 Fee 0 Checklist 0 APO List with notarized form Required tbacks Strf Side: 55— rL-7 �_J I.S+ Rear- W Actual Seffiack5 Street: -7._5_1 Side.- -7. Rear: El Detached Structures: 11 Rockeries: Al Fences/Trellises: Ce2 4 /0/10 a El Bay Windows/Projecting Modulation: El Stairs/Deck: Height Datum Point: m w- c Datum Elevation.-- -3-26- 7-S Maximum Height Allowed: -2 S_ AcWal Height: -3 3 Other Parking Required: 2- Parking Provided: Lot Area: Maximum Lot Coverage: 35% Proposed: Z 6. 6 Lot Coverage Calculations: do U-!;e. 4 -2- S -Do ADU Created: (YES /To� Subdivision: Legal Nonconforming Land Use Determination Issued: (YES / �,, Vj 4 J�:-: (--. I r c corument5 A 3 Plan Review By: A � /0 Planning Data Form 04-11 �06.doc �C_J d A,r) � n^,ft APPLICATION for The City of Edmondss-f flEg SIDE SEWER PERXff ME NEW CONSTRUCTION REPAIR$ 0 OWNER ...... 1,bC.Zlf ........ ......................................... — 11 "11:" ADDRESS ..... -a. 4. 9.: n ...... ?49..A ...... 7(ilf rike . ..... 64�.777- ----- A 4?pROVED ljoy %q cb C) L4 t4 BASEMENT No. CONTRACTOR ----- ss� W.C-z . .......... ------------------- PERMIT No. LEGAL DESCRIPTION: LOT No . ............ 40 .............................. BLOCK No . ..... �5 .................................. NAME OF ADDITION ......... . ............ .... I ................ .................. ------- 29711 Approved: - !- 7"W-0 At E G�4-L­ U*E S C R 1,R A a ­ '�Ij oth 7, V" V A i. 4, ust I e No. 3684 age 1, Qf 2" FOP, - I CHARD 'ROSA I A,"I ? '00 -f Cet of Lot 6 Block.,3,.-��,'*ru"!',,t,l��(.J-A�r'e"S 01 v I Z.jo. t-*hbreof re' u'm ��'k -�`c r n (I to the pla ded. I n"'Vo I Vpts on-. 0 o,f S no h 'm i s h C�� u' n.t Washington. 4 A yl: T(-_)G'ETHER WITH an easement f o1r', I n-g re s s ss and,,for. Apr, a'nd;, urR�n. the- _�'iollow' 1, ng, 'des:cr i �bed t r' ',I' I'and: a it T, th. I I n 6 - 10-00 feet -in wid -north itl�, exten d 1, n.9 er sou'�, Acros Division to n r No. 2 L6ke bg �tq. the;.!., X j JpC V, d in, Volumo 10,'011,Ptrats, o'n.'paqe:103.`�'!, ,pC S 6' 166 and terin i nat 6," s�c ha�4�' .1. 1 n,, dvlAe: e NO f 35�.00.�f et," str i p 'of. I*and I ,' de'�c:� I e_�'-;aq inq ,a t tht S6 &I'to Lots 6­an.dto7**n;i.­ rtherly, the 6forbs61d"Bl"' I It. ence no 'id ots 6-an'd 7, a"d i st6ncb,'6f -;..213 L eet to the uflue�,ac and the termin s. of th6 c �ei'n ieiri'�11'4 I n e her,ei,n d,e "fo I I r escribed a s' rM I on the pof 'a menc' st thence ea­sterl�i'�Monq th6,,s �V 11 t4t h, P 1', 1, qce �s t a ea�� �er I y p. of �,B6q, i n n I �66 Point n q t h e 68� I t T rrue A h� F , It, 'a,', distan ce 0-f �10'�00;1 er e'A'n t 1) e'r* rX, Pa t­i, w I tfh.! .,Zi 35AO'� 1-0 t 7, a. -A I stan66"" n,�,� e, southwo., &14� "4,1- Z. f� SUBJECT 'YO,:'Mi� p p I 'A str I p olfj,',�-I_ n -'K B I - o c k 3 "17, u:'. i 1, a n, d,. t h e rb t ,mecorded At 0 fil.". --;,hl t 6-. a J �S mon�- �o­-sa I :Lot V,:j -CU ac­�n,( 7"T '5 Lot`6 'JI I e0t -)f the Nort 00. f 0 Li)ko,: �a I I i nqer, accord I hq`­ �t6 the p I at �.t npq�jqq r n ri�.page 1101, records A-4 �of Snoh 61 sh' C6un,t 'W 0 vt t tu -I, ,tOG E- THtR an-. ea sement �f or"'I,n re t, a, r, e 'Q .0 n"t he 'f o I ow i n(""descr I to -bed. rac X, 00jeet oM r wI-dth.:ext'6nd ng.n h s w h I I ne, of' 3 D;vision No. 2 to La ke Bal I I. n q*d d I nq... to�**tho plat ff,.�4 gp r IN � I - u M e '10,of Plats, p6qe 103 r' e6 n t*y -no hom i s h + ing i,p �pu I d.esac havinq ara eet, the c 4 ne��,' ��, *�O�f I I enle M, s'described as-J61 I o,ws B 'a-ii ou thernmost-cor r,,-, ne, 6 the afo'e9a' 17 1 d'� B I oc'k., 3-- 1 r the. I I ne-!"co T_ _LT I S1 a di,st6nce o f, 2 3.e4 0 f h el -center Q eqT'- rementio -4, of the penterl I ne. tLherp- Vn Wed.' 171, - -C 61 0��k� ued*, k NOTICE: No warranty of accuracy. The information'shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of �Eclmonds does not warrant the accuracy of anything set forth on these map(s-). Any person or entity -req ue'sting a copy should conduct an independent inquiry regarding the information shown on tf�e -map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may, not exist and may or may not exist at the location shown. Neither the City of Edmonds nor, its ernp[o-yee-s o-r officer-s Shdall be 1-ia-b-l-e for the information given on this map(s), nor for any one representation provided based upon said map(s). C1V* CITY OF EDMONDS IC CENTER — WATF't­SEWER DEPARTMENT Clal PPO"Vewt 6-110 when work is ready for inspection. (No Iaspee- SIDE SEWER PERMIT tloas SQtm'd&Y, Sunday Or holidays.) N? 3171 ADDRESS ............. 237 9 — . ....... 80 OWNER.................. DICK- - Ro-s _ a.j nh --- 4449! -------_---------- .............................................................................................. -a ................................. .......................... Permisilon is granted . ............. .- CONTRACTOR ------ 110dern ... Sexer ......... .... H.0_V . ........................ .P ... with CitY Sewers in ,,Ord,,,, wi _Mber --- 1.2, 19--6-8., for ................... ............... ..... daYs to REPAM or CONNECT a side sewer ATTENTION IS CALLED TO THE th application On file and governing ordinances. NOTE NO. I —The owners of the Pr FOLLOWING: be employed to constr operty may obtain " Permit to construct sewer inside Property line A licensed Side Sewer Contractor must net side sewer in street area. Do not cover ally Portion of sewer before It has been inspected. NOTE NO. 2—Obtain full Information regardin NOTE No. 3—Top Of side sewer must have at 1 9 OrdjnaJ3ce 11.16.030 and RegWatiOns governing side sewers when you get permit. NO bends in grade sharper than east 30 Inches coverage at Property line and 12 inches Inside property line; minimum grade Of 2%. ',-No. 4—Trenches in % will be Permitted. failure due street must ble water settled and surface Of street restored to NOTE No. Improper work which may develop within one to Original condition. Contractors shall be responsible for Year of completion. 5�—It Is unlawful to alter or do any Other work than Is provided for in the Permit, or to do any work on the Main sewer or Its appur- tenances except to insert the Pipe Into the Wye. STREET FILE M E M O,R A N D U M October 14, 1987 TO: Ilene Larson Utility Clerk FROM: Bobby Mills Public Works Superintendent SUBJECT: ACCOUNT 507300 - 23709 - 80th Lane West I reviewed this account with Archie and also looked at the location of the leak. After talking with Mr. Best, he did everything possible to locate the leak. Unable to locate the leak, a new line was installed. 1..,�ecommend an average bill plus City cost of water above that. Th" Prefore a credit would be approved. Any payments must be worked out with water billing. I will not make any recommendations. BM/l k BEST/TXTWATER 0 9'6"4 Ian e "s?, zvc-z.. Rvo.?o a czol&/L/ IV, -�, &14�_� ', zva. Peo.--70 a&L e-x ye, a J�Z&M-1211y--iy tAC� luat?� &t� Le- ee� et 1,7y 7/t 1-/ 40 �,- 047 TIq- /P-4 ?2A27 e,"� "I 410 )P 4�V 0 6Q a2� al.,�,,c�. kcz 0owe Jae C17 --je/4 ZIU,�t I�Ivl 3 0, -toe- Ab 7 JI/20 v, vu leg op/lik.c- a� )-I, 6c�lewf_ W4 alLo-e kc&,. '7�� 799-7dacl + CITFAf* EDA'AONDS Civic denter Edmotids, Washingtoii 98020 Teleph Mayor's Administ'rative Assistant I " (2�lj EET52fILE' February 2, 1977 �-Ir. and �Irs. Park'. A. Schinman 23709 .80th Lane West Edmonds,, Washington 98020 DbAr �Ir. and P-Irs. Schmm, Sti-eet LitzLiting on 80th Lme Vest, North of' 2'38th Street 11iis letter is wri tten vvresponse to your p'etition letter of January 20,. 1977. After inves I tig��t.j.ojj, jvc have concluded that the City is not en�pbwiered to accept energy.c1mrges for stycet litylits oii privite roqds. The City is* bound by state law to spend public fLuids only on tho.se (ireas *.clearly demoin- strated to be of public 11,1till-C and benefit. 'This concILISion was reached based upon i,Atc 11,)re tat ions 1)), the City Attorney and advice from the State Auditor. We do feel tilat it is important -to'lij, ]It vjrious str�.,cts for the safety Of thc Motorist, pedestriin', wid preve'lition of various cri.mes.' We regret that.the City is unable to PIrticiPItC il) the strect lighting adjacent to Id hope you wid ),our neighl)or. c find' I altemate solution your property, .,u an can of financing the PUD charr',Cs. S.Mcerely yours, J. Iferh Gilho NaYor's Administrative Assistant cc: W. zmd H.rs. Krank �Irs. Bratton MS. Fiscluialler Hr. and Ws. Brue Ass't. C.E. Director P.W. (late Admin. Sec. dat— Exec. C Sec. date sy/ — — — — — — — — — — — — — — — I SS I ry-011 REAP YARD SENACK b 0 LU LO Z0 "IT 0 0 0 � ICINITY PLAN PROJECT SUMMARY CONTACTS: 7, '6 P ROJECT ADDRESS PROPERTY OWNER: 23709 80TH LANE WEST EDMONDS, WA 98026 MAREZ ATTN: FRANK TEL: 206 . 391 8597 13 d 11 dus E L: FMAREZ@MSN.COM MAI Agg '!"f ARCHITECT DESIGNER: A 2�L-Bth 31 ZVI,, ROOT STUDIO ARCHITECTS v 3523 ANTHONY PLACE SOUTH SEATTLE, WA 98144 process shaU be 'NW"g in this permit approvw. interpreted as allowing Or Pefflutting the BARBARA BUSETTI, AIA 13, ei ctirrent ATTN: ntemce of all. cisting v - - - - - - 77 TEL: 206 . 779 .4491 nonconforming or tinptrnfted building, structure �4. M! HITECTS.COM which is oiltside the scope of the EMAIL: B@ROOTSTUDIOARC or site condition -!�0111 f='L' sw application, regardless Of Whether such suucnvo or cotuflhon jA shown on the sw j , Such bijildin& drdOW" Or Iftc ohm or dravvit PARCEL #: W"011 tnq bt Ile suhj61A Of il MpAtW 9. APN 00452000300602 A_� N'� LEGAL DESCRIPTION: 244t [I _8t"p D ACRESDIVISION K 3, FRUITLAN THE NORTH 71.00 FEET OF LOT 6, BLOC Nat St TTFEa-0T -THE7[A 0 RECORDS OF THE RECORDED IN VOLUME 10 OF PLATS, PAGE 103, AUDITOR OF THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON; %0 Nt Q) cb 00 00 011 SUBJECT TO AND TOGETHER WITH A INGRESS, EGRESS AND UTILITY cv) EASEMENT RECORDED UNDER SNOHOMISH COUNTY AUDITOR FILE NUMBER 2064353; ALSO SUBJECT TO AND TOGETHER WITH A MAINTENANCE AGREEMENT RECORDED UNDER SNOHOMISH COUNTY AUDITOR FILE NUMBER EXISTI _j 8101190110, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. z WOOD E 803 E .72' 1 +380 — — — — — — — — — — — — — - EXISTING N D N E VV4E-eA I N I N G N AR GE ALL: PARCEL AREA: LU U WOOD FENCE +389.5 '9 in < T.O.'N = +385.75' 0 F +378.66' +381 9,433.36 SF (0.21 ACRES) ........ ....... ........ B0 7-73 GUTTERS/DOWNSPOUTS 1* /4" 01 U) 7 1 TO CONNECTTO EXIST SY . i TO PL 3 RESIDENTIAL -SINGLE FAMILY: RS-8 C7 +381.75' i 6\:� 5 COURTYAR < LAND USE ZONING COMPLIANCE: (75 SF) -FT HIGH WOODO 0 N. W 6 G +381 35%1 FENCE -ALIGN FACE OF LOT COVERAGE: LOT POSTS INSIDE OF 9443.3 SF + 9443.3 x 35% 3305 SF PROPERTY LINE PROPOSED 2500 SF < INCLUDES FOOTPRINTS OF EXISTING HOUSE, PROPOSED ADDITION, SHED & LU -Dr-r) nr-rk e, ET C OLO +388 IMPERVIOUS SURFACE CALCULATIONS + 0 LO 0 ING ROOF OUTLINE: 18101 SF (BUILT IN 1968) EXISTING CONCRETE 0 EXISTING BUILD UILT IN 1968) 630:SF (B EXISTING ASPHALT DRIVEWAY: POOL DECK AREA z 70 SF (BUILT IN 1968) ... ... EXISTING CONCRETE ENTRY STEPS: (1000 SF 121-611 s 1000 SF (BUILT IN 1972) 'T P Nth EXISTING CONCRETE POOL DECK: (DOES NOT INCLUDE 380 SF POOL) -411 16' 205 SF (BUILT IN 1980) EXISTING COVERED DECK: C x 24'-2%"' 115SF (BUILTIN2000) N !ON . ;�' ' , i. EXISTING TEMP STORAGE SHED: HOUSE TO I�L (TO BE DEMOLISHED UPON COMPLETION OF NEW GARAGE/ADDITION 525,SF (NEW) PER SURVE� PROPOSED ADDITION (ROOF OUTLINE): SF (NEW) ?>cy OWNER/CONTRACTOR IS RESPONSIBLE PROPOSED NEW ASPHALT DRIVEWAY: _(NEW) FOR EROSION CONTROL AND DAMAGE PROPOSED NEW COURTYARD (BEYOND ROOF LINE): 75,SF. O'P C �'iSF 2000 SF TOTAL'NEW' IMPERVIOUS SURFACE: NE\W 44 A Y 451 DkIV6V Y E E NAY CES (1 S ARDS SETBACKS: HOUSE IL FRONT YARD 25 FT PE SU 15 FT qpi FRONT YARD 7.5 FT REAR YARD= EXISTING ASPH D EXISTING PROPOSED PROJECT IS FULLY COMPLIANT TO ABOVE YAR' S/SETBACKS. 0 DRIVEyq;�Y �41\ G EXISTING LANrSCAPE WALLS </ ONC. STI_- S (630 F (<48") BUILDING HEIGHT: MAXIMUM ALLOWED BUILDING HEIGHT 25 FT TO TOP OF RIDGE q oil C� 4" HEIGHT OF EXISTING HOUSE 0- U.1 HEIGHT OF PROPOSED ADDITION 00 +389 0 > 0.25 A A- 0.75 . . . . . . . . . . . 5 +384.125 LU +378 7t7) — — — — — — — — — — — — — — — — 377.5 BUILDING OUTLINE: AVERAGE BUILDING 40(n LU APPRO BY PLANNIN (4) CORNERS OF SMALLEST RECTANGLE ENCOMPASSING 2: CL A +378 EXISTING '0" I N 83028 B +380 OOD FENCE I Od '401 to 1 +389 C 7^na +381 1 V, �) _x BUILDINGi-AREAS: \0 co --------------------------------- SS SS orner Flag FLOOR EXISTIN EW 0 0 r,v Lij 00 CP, 5_; 01- CL_ < 0 3: 1 Lij LU LU LLJ C-00") 01. F_ U 0 Lij NO _T_ < U M 0 C%4 04 L0 < ce) C14 z n LU F_ L/) -7 0 F_ ry 0 LL 7 F_ U L1j 0 r,0010 n 9112 REGISTE DI I FICHIT SA ST4TE V) 0 z 0 Uj V) LU D 0 Uj 3�: _r LIJ U-i C) ry 00 0I < C) 1-1 (y) 12 C14 DRAWING SET / DATE Other 1-00 110 !k-ght __16 i 500 SF 00 350 CY) r1j, "o NEW GARAGE PERMIT SUBMITTAL: r­. 2010.05.24 CYO) PROJECT DESCRIPTION: PERMIT REVISION 1: 2 -STORY ADDITION TO EXISTING SINGLE-FAMILY HOUSE, TO INCLUDE: 2010.06.24 0 NEW 350 SF (UNHEATED) GARAGE AT GRADE /4/)o 0 NEW 400 SF MASTER SUITE AT MAIN FLOOR (ABOVE ARAGE) x -C e aevi I bt-�, r-6r& PPQ)TIWkL, �11 'F5 11 6C 411 + T SHEET INDEX JANI t A 1.0 PROJECT INFO. SITE PLAN VICINITY -31JILDING D -PARiNic_,'-3 V. -- ---- A I.ObEROSION AND SEDIMENT CONTROL PLAN & DETAILS t7lffy OF !'DNIONDF; A 1.1 GENERAL NOTES & CODE COMPLIANCE -j EASE�MiENT PER IFLR, & ROOF A 2.0 FLOOR PLANS: FOUNDATION, LOWER FLR, UP — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — A 3.0 ELEVATIONS A 4.0 SECTIONS 0 SS SS SS S S 1,0 STRUCTURAL: GENERAL NOTES I R, & ROOF S2.0 FRAMING PLANS: FOUNDATION, LOWER FLR, UPPER FL 2,3811-IS T W R [01 S6.0 STRUCTURAL DETAILS S6.1 STRUCTURAL DETAILS MI SITEPLAN: S6.2 STRUCTURAL DETAILS S6.3 STRUCTURAL DETAILS RESUB �In ow"m 1/8 1 -011 1 OF 1 SITE SURVEY JUN 2 5 2010 W�� M BUILDING DEPAR,MENT C1 TV OF EDMONDS UU IV, ClUal i FINISHED BASEMENT 1,326 0 1,326 FrontsC-' _Z_5 757— MAIN FLOOR 1,358 0 1,358 Sides5/r 7S_ - 400 400 15--f ADDITION Q) vi Rear v/ 15 3,084 SF (T . —I — TOTAL LIVING 3,297 251 LOCATION AVERAGE EXISTING GRADE �BOTTOIVI GRADE OF EXCAVATION' DEPTH OF EXCAVATION AREA (SF) CUBIC FEET CUBIC YARDS: NEW SHEATHING, TO MATCH EXISTING RETAINING WALL & COURTYARD j NEW TYPICAL WEATHER -RESISTIVE BARRIER: STAIR FOOTING ---- ------ 385.0 380.25 ------- 4.8 5 2 247 27.44 (2) LAYERS OF 60 MIN. BUILDING PAPER, OR SIMILAR HIGHER COURTYARD SLAB 384.5 i 381.00 3.5 72 252 28.00 NEW BEVELED CEDAR SIDING SIDING, TO MATCH EXISTING LOWER COURTYARD SLAB 392.5 379.80 2 .7 28 75.6 8.40 (2) PRESSURE -TREATED SILL PLATES, OVER WEATHER-PROOF FLASHING NORTH GARAGE WALL FOOTING 382.65 -FASTEN DOUBLE -SILL PLATE TO EXISTING CONCRETE SLAB -ON -GRADE. 378.66 4.0 66 263.34 29.26 1 -ATTACHMENT TO THE EXISTING SLAB TO BE A 5/8" EPDXY ANCHOR AT Ji 48,, b.c. WITH AN EMBEDMENT DEPTH OF 3-1/4". WEST GARAGE WALL FOOTING 384.25 378.80 5.4 11.4 62.13 6.90 N, INSTALL STUDS ON EACH SIDE OF FORMER GARAGE DOOR OPENING SOUTHWEST GARAGE WALL FOOTING .382.00 378.80 3.2 14.4 46.08 5.12 NEW 24 GA. METAL SIDING TERMINATION FLASHING, ...... WITH 6" VERTICAL LEG, AND SET IN BED OF SEALANT LOCATION AVERAGE TOP OF GRADE OR FILL TOP OF FOOTING DEPTH OF FILL AREA (SF) CUBIC FEET CUBIC YARDS FILL AT COURTYARD RETAINING WALL 385.0 ....... ... . 381.25 3.8 22 82.5 9.17 A FILL AT NORTH GARAGE WALL 3 82.50 379.66 2.8 4 11.36 1.26 .FILL AT WEST GARAGEWMLL 381.00 ........ .. 378.80 2.2 11.4 25.08 2.79 FILL AT EAST GARAGE WALL 380.50 379.66 0.8 10 8.4 0.93 FILL AT SOUTH & SOUTHWEST GARAGE WALL �380.50 379.66 0.8 15 12.6 1.40 -7.0TAL-CUBIC YARDAGE OPFILL' i ..... ....... INFILL AT FORMER GARAGE DOOR SCALE: 3" = V-0" GRADE TYPICAL FOOTING DRAINAGE SCALE: 3/4" = V-0" BINDING WIRE 11 R. TWINE EXCAVATE TRENCH 8' DEEP A WHERE STRAW BALES. WILL, BE PLACED AND STAKE BALIES. COMPACTED SUIL TO 1:177-4 PREVENT PIPING Lit T Ti 14 CROSS SECTION OF A PROPERLY INSTALLED :STRAW BALE BARRIER TWO STAKES PER 13ALE TO MAINTAIN POSITION STRAW :BALES AS REQUIRED. PROPER PLACEMENT OF STRAW BALE BARRIER IN- A DRAINAGE WAY FILTER FABRIC FENCE FILTRATION SYSTEMS EROSION AND SEDIMENT CONTROL STANDARD MEASURES: SAND AND GRAVEL DRAINAGE MATERIAL PER GEOTECH FILL FILTER FABRIC STORM WATER TIGHTLINE 6"- PERFORATED DRAIN JNDISTURBED :-"A R T H 21,1 `M. V�MTPIVE kil2n. 17 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DAMAGE 377.5 PILE, ASI REQUIRED CT WITH PLASTIC !ING cr 72_*7 10 RF-SUB co JUN 25 2010 0 BUILDING DEPAWMENT CITy OF EDMONDS 0� GRADING PLAN EROSION AND SEDIMENT CONTROL PLAN: 1/8" = V-0" "REtFla ro Lt: :D F_ 0 0 ry V) U-1 n 06 z r) 0 rt-00 F- 7" 0 u z uj ::2 n uj 06 7F 0 0 ry U-i z Lu 00 :�F 01 Lu Lu LLJ Lu 0`1 0 _u z T_ < cy:) 0 CN L0 m f*w"_Amwmw_ k%�9112 I REGISTERED 7 A__pvw41AIw^. ARIA S T 0 TA'E F,__" I I L11) 0 z 0 ui ::�E V) 0 Lu :D 0 U-1 3:: _r Lu z < r*--4 U-i 0 1111000 00 cl- c ) D < r�l co 04 DRAWING SET / DATE PERMIT REVISION 1: 2010.06.24 Found 4"Sq Conc. Mon w/ 1 1/4" Bross Disk w/ 'X' S 88*36'51 " E 0 0 LLI Z 45.69' (0 0 L z Pi 13.43' N 83-2811 Chicken Coop 6 W 100.4 .4 NW Corner: 0.39' E & 0.58' N NE Corner: 4.65' E & 0.46' N Lot 6 LINE TABLE LINE LENGTH BEARING L1 26.63' N 88'36'50" N L2 9.00, q r)1*23'10" W C�' C� 0) I 14-1 LO 01 V) 1-0 Found MIC, 1 1/4" (� Bross Disk w/ 0 'X' Down 0 5' N 88*36'51" W (Basis of Bearincis) 238.61' RECORDING CERTIFICATE Filed for record this —day of 20--at — — — — -- M in Volume —of Surveys on Page—, Records of SNOHOMISH County, Washington at the request of BRENT EBLE Auditor Deputy Auditor ol ro .0. Ld 24.20' LO ip es 0 j6e lb ,>,a ro L0 - I t, A 6 uy "� Wi on PA__ 0 Ctr. Utility Pole 0.20'w -Sf PA _-Ctr Phone Vault P2 L1 1.38' E of P/L _TC P 3 126.72' _�9.80' P1 0 0 P1 20' 20' E LO n D'q- (o I _00 I N Z U) Lj_ < 0) 21) R/W 238th Street Southwest 0 n N 88*36'51 " W PPA 'Z1' Found MIC, 1 1/4" CA Brass Disk w N-1 'X', Down 0.6' x f T7_ W SURVEYORYS CERTIFICATE This map represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of FRANK MAREZ in —MARCH 2010. Certificate Number 30581 L. OV WA 0 0 30 81 IST oAr, I I I g-m I (IN FEET) 1 inch = 30 ft. LEGAL DESCRIPTION Aid 0 THE NORTH 71.00 FEET OF LOT 6, BLOCK 3, FRUITLAND ACRES DIVISION NUMBER'2 TO LAKE BALLINGER, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 0 Uj 10 OF PLATS, PAGE 103, RECORDS OF THE AUDITOR OF THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON; C SUBJECT TO AND TOGETHER WITH A INGRESS, EGRESS AND UTILITY EASEMENT RECORDED UNDER SNOHOMISH 0 0 COUNTY AUDITOR FILE NUMBER 2064353; .0 z ALSO SUBJECT TO AND TOGETHER WITH A MAINTENANCE W AGREEMENT RECORDED UNDER SNOHOMISH COUNTY AUDITOR FILE NUMBER 8101190110, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. APN 00452000300602 I i i �* J;1e];14 :4 t, 1A zk;l Pi Set Rebar & Cap, LS 30581 P2 Set Tack in Lead w/ Tag, LS 30581 P3 Set Mag w/ Tag, LS 30581 SURVEY NOTES INSTRUMENT USED: SOKKIA SET 5 EDM METHOD USED: FIELD TRAVERSE APPROXIMATE POINT ACCURACY: ±0.05' SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC 332-130-090. MONUMENTS SHOWN HEREON WERE VISITED ON JANUARY 28, 2010. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. SURVEY IN THE: N.E. 1/4, S.E. 1/4 SEC. 31 TWP. 27N., RGE. 4E., W.M. RECORD OF SURVEY Frank Marez RECEIVED 23709 80th Lane West MAY 2 7 2010 Edmonds, WA DEVELOPMENT SEBVICES CTi EMERALD LAND SURVEYING, INC. CITY OF EDMONDS PO BOX 13694 MILL CREEK, WA 98082 PH. (425) 359-7198 SHEET 1 OF RtD 2-olo-o36-? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .