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10509 235TH PL SW.PDFlill iiiiiiii 3918 10509 235TH PL SW TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS: ►y DISCRETIONARY PERMIT #'S: LMZ-DD/ -- DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DRAINAGE PLAN DATED: Os " 10 -q 0 PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: C� SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: OTHER: "k16-IA-2 d Lr1 U� LAT'EMP\DSTslFomis\Street File Checklist doe FPERMIT EXPIRES 0 C CITY OF EDMONDS USE ZONE,Z� PERMIT NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS l OWNER NAME/NAME OF BUSINESS LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. MAILING ADDRESS 0 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING REQUIRED DEDICATION TESCP Approved B_ RW Permit Required B­ Street use Permit Req'0V(0 Inspection Required CITY ZIP TELEPHONE , 2 PROPOSED NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV'REOUIRED YESX NO 0 CC ADDRESS REMARKS 'y z a z CITY f ZIP TELEPHONE - Uj C, NAME ENGINEERING MEMO DATED REVIEWED BY cc 0 ADDRESS FIRE MEMO DATED REVIEWED BY uu cc M CITY ZIP TELEPHONE z 0 U ?02115 1266, 00 VARIANCE OR CU ADB# SHORELINE # _1111­­_­_.'__, 1. STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY A# 41/)[) (1, Lco —;� .. —/,<' . , I SEPA REVIEW SIGN AREA HEIGHT 1� 6�,6� COMPLETE EXEMPT ___. XP ALLOWED PROPOSED ------ ALLOWED PROPOSED -, __ -_ z 0 P: LEGAL DESCRIPTION OF PROPERTY r__� INCLUDE ALL EAS MEN !�, Y" LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) 2171V U cn W ALLOWED PROPOSED FRONT SIDE REAR FRONT URSIDE, REAR z z < _j PROPERTY TAX ACCOUNT PARCEL NO. L9 0017 aW LOT AREA PLANNNG% EVIEW BY dATE NEW RESIDENTIAL PLUMBING MECI-I REMARKS ❑ ADDITION ❑ COMMERCIAL o COMPLIANCE OR CHANGE OF USE ❑ REMODEL ❑ APARTMENT ❑ SIGN FENCE ❑ REPAIR CYDS ❑X FT) CHECKED BY TY-- nFCON,5TRUCTION CODE OCCUPANT OTHER 1 T17i\1 / GROUPn A) F] DEMOLISH TANK 0 I SPECIAL INSPECTOR a-C PA N T GARAGE z RETAINING WALL ❑ RENEWAL E] R KE OC RY YES REQUIRED C] 42 / LOAD 0 (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: REMARKS L) PROGRESS INSPF4`TONS1 PER, UBC 108 W a M NUMBER OF NUMBEROF I DWELLING 1 CRITICAL q AREAS 1 D 0 STORIES ,:-2� UNITS NUMBER DESCRIBE WORK TO BE DONE FINAL INSPECTION REQUIRED rx:-� VALUATION FEE PLAN CHECK FEE HEAT SOURCE GLAZING % LOT SLOPE 14 S BUILDING PLAN HECK NO VESTED DATE PLUMBING _p MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL 140 DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE cc SEPARATE PERMISSION. STATE SURCHARGE 4�1 _5 W PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS STORM DRAINAGE FEES W "APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE _j 2 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF a: EDMONDS, WASHINGTON ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND o im ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE _j 0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANY CITY ORDINANCE PLAN CHECK DEPOSIT NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* TOTAL AMOUNT DUE I HEREBY ACKNOWLEDGE THAT HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT: AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL This application is not a permit until signed by the IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO Official or his/her Deputy: and Fees are paid. and FOR INSPECTION Buildingreceipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. .;IGNATu4.,,(,6wk CRAG ENT)' pb . DATE SIGN (425) OFFICIALS S?INATURE DATE �5// 771-0220 ATTENTION RELEA,�ED BY DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL- FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER - GOLD - ASSESSOR 5!98 NW COR. BOARD FENCE . �I ,�M �j► G� /� N 01'29.14" E t W..ENO OF.WIRE FENCE N 01`2g'34" E tf� !V'r" •�" 1�41'10 OF NW BNDRY COR.� FE ----• r ��B3.73'—�e —20.38 VA I J j5 i NW CDR. WAIL AND N. END ' J 24"H4"C �1I �-•= WIRE. FENCE 1.7' S. OF THE ' I STORY .WOOD. ci NE1 8NORY COR. RAN .HOUSE. - t5'_BSAI' r "- — _ 1 i BS�C { - 1 O �v F E d 20 r A i �. S;o509. � ► I , � Fyn/, I: TO BE :OMOVED d 11 cs' ,s1+ I EkOSfOr`1 CANT?-df— I �1 ,I 2.01 *va _GILT- FEW_ /►0 r I . - 2. o v 128"H v d PROP rri' p gE � I 28'aOe.D C C n � II II 26 .F • 6�^ &012 SO rr p 3 u - / * a L/!rA/A(R6E ETA/L I �� PTA I 1� I I SW CDR: CONC. WALL AND. S. m I �p J END WIRE FENCE ON PROP, LINE. P / I n 14"DW 144.01 z G AGE 1 24"F u .I EJtDSIQI� fANTROL S m � � � 20 I t4"�• 'I TrnvF PUfA1!c �R�RC� 1tL'F 1r F z76z I —25' Iif -� 14'F BLD6 •PAD - c75 w t6"F _ DRIYBISAy I rnl. r /8•F • 'jS1UTH.END.OF BOARD . r 1 "F •0 18•F . .'FENCE 2 .9' EAST OF �. 28.F l � Y y , / PROP. LINE. L� ivEWA4 Q 2 / y �ATED TO THE If+r 14i TWS-AREA TO BE DEDIC 20 H. CITY It F-BOIAONDS FOR ROAD PURPOSES UPON R.ECORDINC OF THIS SHORT PLAT. OH 113.47r W�1 TR.iRRA16E PTP NB. OIN l 6 ASPHALT, zl CV EDGE 144.00' R1. T�OF-MAY 114.00 N 88'19'IV W ry _C)R•711 RL. A7". sP/C& 1ht Aol. AS-BURTZ�IC'— N tU VHALI 235th PL. -S.W. (ROBBERS ROOST RD) TOP a INV. S" CTR,CF fL - - MAY I, a • 5 7 ` rare. \ J -- 20 I i STORY W000 r — FRAME HOUSE. - — 75� BSBL 4"H 18 F 14•C 3� p l 110509. zo _� l / TBSBL , I TO BE REMOVED c 0 �vosroN ConrFR�L ,6"HI � ( n / /� l 2 0 / ml AEQUlOZtS SURF j—,-- J &Z6 . PAD - 2 76 Z 1 �� 1 Nf=liSAy - / os� z m , 38iz SOUTH END OF BOARD FENCE 2.9' EAST OF I / PROP. LINE. I 1 "► WM ( 1 ® f . � wM �oIo pt`, i / 33"F N PROF �Es�t 4m /708 4 � � Am.)jy242 0 C TN IFC.R s.� AFTIA m , I2 I , J Fun 8.008 SO F T .•. J "H 1 28"Cco I a I � I i i I I ,q Dw / i EN; /99 i I I I 24 "F 20" 14^� I - - —25 BSB • • �..� r w 16"F 14"F 14 H O • C.F3 M✓ST c3a� Y L�l/EL Fog. 18"F = �✓ 38F/ k %,A� T. 115' 0 1 - 14"F 24 F I 20"H �! THIS 12"F 1 O•H 1J�5.Z%* 1 12 �— CITY g4"C i o 16-F UPO3' TP`+ TBm-1 rRAnIG,� WI chlo r f ^ 1 STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Figure III-3.17 CB Trench Roof 11 -( Trench ----CB LJ`� Possible Alignments PLAN VIEW Not to Scale Roof Downspout System Roof drain Roof Observation Well I I r Infiltration Trench 6" Perforated Pipe Sump w/ J solid lid Roof Drain PROFILE VIEW nts Observation Well r A Sheet Cover Material 1 Overflow Splash block r o = 1' min. 1 min. i Fine 1• min. mesh I 5' min A f L'wt screen CB Sump with 6" Perforated Pipe Solid Lid ICPEP single wall acceptable) varies 10' min. Observation Well % (w/metal cap & lock) Compact Backf ill 4"-6" PVC Pipe (perforated) 6" Perforated Pipe (4" acceptable for roof downspout systems) Wrap Trench Washed rock % - 1 % Entirely With Filter Fabric SECTION A -A N 2• i of to Scale III-3-48rEBRUARY, 1992 • WILE NO. - 'ZZG Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: /67-S-6p l �-3r 2. Property Tax Account Number: ? olj 0;7 °Z 0& / G00 0� 3. Approximate Site Size (acres or square feet): 16- �pJp �C, �7e 4. Is this site currently developed? _� yes; no. If yes; how is site developed? 2C; Pcr C��r1 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. 7 Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): Site contains areas of year-round standing water: /V0 ; Approx. Depth: Site contains areas of seasonal standing water: 410 ' ; Approx. Depth: _ What season(s) of the year? 8. Site is in the floodway do floodplain of a water course. 9. Site contains a cre c or an area where water flows across the grounds surface? Flows are year- round? 'Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs : mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: Mtkk kIINATIOW C: City ®f Edmonds ECEAVED 5EP 0 8 1998 - COMMUNITY SUIVICCS CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Name Street Address City State Zip Telephone Signature Date vreceptionljanakad.doc Applicant Representative: c it e 3/- Name Street Address t City State Zip Telephone Signature Date (over) In � . CO September 15, 1998 • 0 CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH • EDMONDS, WA 98020 (425) 771-0220 •FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning/Building • Parks and Recreation • Engineering • Wastewater Treatment Plant Gerry McBride C/O 22820'88" Ave. West Edmonds, WA 98026 Subject: Determination regarding Critical Areas Checklist # 98-225 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. ............ IMPORTANT INFORMATION TO BE NOTED. PLEASE EXAM/NE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL 1111011111111111 PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Enc: Critical Areas Determination "Architectural Design Board. Thank you. Sharla Graham Acting Planning Secretary C:ReceptionUana\CR LTR.doc 9 Incorporated August 11, 1890 Sister Cities International — Hekinan. Janan lLG :Yl"t. toritical ,Areas Checklist ______ Site Information (soils/topography/hydrology,,/vegetation) 1. Site Address/Location: IVS-6 y 2. Property Tax Account Number: ? �t? o�-� 03 a 0& 1 DO 41�; 3. Approximate Site Size (acres or square feet): �• g�p JG 4, Is this site currently developed" -„X yes; o. L6If yes; how is site developed? cr- a�f1�,,y�t� 5. Describe the general site topography. C eck all. that apply. Flat: less than 54eet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present or. site (a vertical rise of I0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: !�l ;Approx. Depth: 7. Site contains areas of seasonal standing water: 0 ' ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway Ac-_ floodplain of a water course. 9. Site contains a crec or an area where water flows across the grounds surface? Flows are year- round? "'Flows are seasonal? (What time of year? ), I0, Site is primarily: forested : meadow : shrubs _.► mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: �'1/�. r`�.�pyl �•1y y r��1{ �pyy�y�[` I :�•, ..%rJra'.'' .• ,.. s /�I, 1' .. T.IIf? \i FilV� dY/i� �✓ f , V�T,�. `� .. �'I In ..< i.i ids•• �h.ti\\ 'i ;etlarzcl �ea#ot�. C A;'nap i,cc°s �aetlac .+ 1 111 1 I I VI 11 I I I I I I!I 111!! 1 1 •!T-TT1-4T- y.. } 4,�Jrr� v\•".. i•5,,+�i},O�+S::,iw. j''Y�: 'ir.. •,1 k. ��. '�i:.�e,'. "; • r•N :,.:.. A. �,. ,n. :r-E4w -A4. i � gg "'7� �•�i +:w: i*3: r rt.. a. - ��r:�� F�s"9 e�rd:. r l•�rlr , ... 'E• . ie,�t`i teSF$t�l� C�'Cfi ,9x3�gC&lidS�iC�C.123i Ask- >•'`+ '`' . �,•}4�.{• �'�..�.•ra��.w n..•.>� .. ... \. iiG.: � .. %�,N n.I ;�... �. >,A .. r .••i..Y I" •' .- '� •�1 •: ..k �:. '. :C!:. •'�+r5: /i '1�1���k�:1tiII: A?FI�3�i� '•.. �.,,,f.�..,,.,''; :1. _:. .. ;.�. � :�;; .; .,,;., y Qt��gy�h• ,y��t t; :l �S• _ s't •+i i " �yty�•,yy,.y►�.y��w,• .} - ti s •'rv+: '• t W i v, R+:w..`.'�•'.• w� i.:iL•s. t•?a*. '4'., i"f'.: :i"'' .. •.:•+ cErtrR7;i;M.; •.r..�'•'.:� 1' •ram :. p •! 6•' S•:•! 6!�..w' i�' r '' 'N.':i `"fi .• .j' Y:l:."'Y :i ,S• � :l? "'ZR. i}. •. •fT`. ! I n4 Y r ri L t- I ''F._ /....: i % .•M? w^`%b.�.'.t: is • .�'. .'i. ,, d . v .': yA•"'S:7•' r 01!ibVet., ;:y}u� • S: "a. i%` rC�. •'�I,:yo?• .. •}yk� wiiz J• c - t wZ• k '�• n r''\.,, t �' Cx ..:•t$.. •ti •.t. . r:.\ .... t�' ... �' ie`:1:2"•, •: cc';5'•„«�%a.>' rt <t:. ...'. .. `.... k.t , ....r,....:., r. b i.jti `�.�� .�"i.;..:� � . 5, i.� +r;�,,<�5 � •. PLANNING DATA NAME: SITE ADDRESS /©�� �L DATE: ZONING: ' Z PLAN CHK#: PROJECT DESCRIPTION: Ww CORNER LOT (YesINO) FLAG LOT (Yes/No) SETBACKS: Required Setbacks: Front:_1Left Side: Right Side: 7' b Rear: ;s_ Actual Setbacks: f i Front: Left Side: Right Side:Rear:� Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED - —(YIN) LOT COVERAGE: Maximum Allowed: ctual: G�/D BUILDING HEIGHT: Maximum Allowed: Actual Height:__ 2. 7 - Datum Point: ! 44 AQ"IZDaturn Elevation: /a A.D.U. CREATED?: SUBDIVISION: -/71- P21 i CRITICAL AREAS M &9 - ,?x - %Z SEPA DETERMINATION: LOT AREA: A OTHER: 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 Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the 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 employees or officers shall be liable for the information given on map(s), nor for any one representation provided based upon said map(s). NOTE: ROOF DRAINS SHALL NOT BE PIPED INTO FOOTING DRAINS. FOOTING DRAINS SHALL NOT BE CONNECTED INTO THE DOWNSPOUT INFILTRATION SYS'EIYIS. \ F IEt.A CrJ Ea .J x / 1 _1 t-F' �QATE 19l.1�k =.E 19S.ICA=, r =t�1SZRLL t1 .4 A L-p- ° 8 Sr:. n t_-rR Q-n otil T2Ec.1C � QL J N iLi.o' x x k k T, i4t:rm LL 4 4 L_v:- t n1 F 1 LTC A-n c) rJ GJ� -411C .tom. 4,, o S E 195 .S SE l94 i P�o�oSE�o .4"& •P 4 r -O S. L' Q S=Z.Od% i 01911 i �9 r M N s t94.Z4 4_'cb xvr -6. i'? dPo a q�. - 59 A" & we -D . CoLL.t-LTD 2 . o 490 �o�CSS P ES 1-C-D CE QI" C,L-3. s E. 19-5. (Soa t-V A"'b-PJ C 4C.o. 194:i(10 BENCHMARKS: TBM-1: RAILROAD SPIKE SET IN THE SOUTH FACE OF A. POWER AND TELEPHONE POLE. THE POLE IS LOCATED 10' NORTH OF THE NORTH EDGE OF ASPHALT OF ROBBERS ROOST ROAD AND 240'+ EAST OF THE INTERSECTION OF ROBBERS ROOST ROAD AND ROBIN HOOD DRIVE. ELEVATION = 200.00 TBM-2: "X" IN NORTHERLY CAP BOLT OF FIRE HYDRANT. HYDRANT IS LOCATED 23'+ S.W. OF THE INTERSECTION OF ROBIN HOOD DRIVE AND ROBBERS ROOST ROAD. ELEVATION = 208.17 DATUM: ASSUMED DRAINAGE NOTES: 1. All construction and materials shall conform to the City of Edmonds Standards and Specifications and W.S D.O.T./A.P.W.A. Standard Specifications, Latest Edition, where applicable. 2. Storm sewer pipe shall be the following: PVC SDR 35 with rubber gasket joints. Connections to Catch Basins shall be made with AC Manhole Adaptors. woe nra.h wipp wt fence 3. Pipe bedding and backRll: for e0k fate }shrive For PolyVinyl Chloride (PVC), Corrugated PolyEthylene (CPE) pipe and other flexible pipe, bedding material An« tebrw shall conform to Section 9-03.16 BeddingMaterial for I wool Flexible Pipe per the Standard Specifications. Crushed rock conforming to Section 9-03.9(3), "Crushed surfacing - Top Course" of the Standard Specifications may be used as bedding for pipes. lA AP _ U S U T h3 L�� II ELM ELu r 220T ��W Y . � a OW" ST � u TM I4TH Sr 2TII ST 14 JJJ II nn �'f L� I MTI UC ,sTH r ot <<l le 2167H PL ?ISIH R �PL *AIM 1� TMa �Ic..�i>g m7HR Y ^� >;O UND a P I RE 'VE 211iT � DM M Fe �C 5 fi" 23MST I G 2J6TH PL PL 2 ST POINT WELLS ZJ7TH I,� rL s h � [[[ ;,JJJ r � � N C,• n 116TH �V • S Q POLE a '� 2 tY � PL - lp NI7F, SIJ: 7 +! :Y V 204M1 I Ifi0(1 2iN70 e7 am �11 .• «•"m 0 (V o= 0 IN F tow febrfo mou" In oonOnuoue row: U« staples ar woo dnp to attooh f"rk to woe woo t -W atppert fen" tow *at fun fwmkw Excavated material may be used as pipe bedding when it Developer to hevWe W A pwel "' baaktle er t enlp.etad i '� '� "'' `"`" "'" """ " ... ber.2 w twh �""` in 0' by 12' trer►oh ' has been demonstrated by the meet gradation and compaction requirements. nihi Wee i i mew blee s r severntnwtt ----- ---------------------------------- -�---- tv (! Trench backfill shall conform to Section 9-03.14 Gravel ti in @' y 1 " "f ea.r material b12' treneh a" Min.' I ! 6' Max. Borrow of the Standard Specifications. Excavate- mate ial may be used as trench backfill when it has 2 by 2' wmW pee . etwWw4 or botw i 2' by 2' ww1.seta, standard orbe"w �-r- been demonstrated by the Contractor to meet gradation and compaction requirements. Standard Notes 4. Existing utilities where shown are approximate. Other In addition to the Technical information Report (see Chapter I-3) required by the utilities may be in the construction area. It is the local government when preparing an erosion and sediment control plan, add the Contractor's responsibility to locate all existing following notes to the Filter Fabric Fence Detail (Figure II-s.le) t utilities and protect them during construction. a. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. when joints are necessary, filter cloth S. Construction areas shall be restored to their shall be spliced together only at a support post, with a minimum 6 inch existing conditions or better upon completion of overlap, and both ends securely fastened to the post. construction. b. Posts shall be spaced a maximum of 6 feet apart and driven securely into the ground a minimum of 30 inches (where physically possible). 6. Pipe lengths are measured from center to center of C. A trench shall be excavated approximately 8 inches wide and 12 inches deep structures. alon the line of ate and u slo from the barrier The trench shall be Not to Scale- -nTt _tJ tj Q Observation Well 6" Perforated Pipe f � I i 1 1 l Infiltration Trench PROFILE VIEW nts Observation Well ( r♦ A Shoot Cover Material 4 Po P I?e constructed to follow the contour. d. when slit film filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy-duty wire staples at least 1 inch long, tit wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 36 inches Roof drain above the original ground surface. a. Slit film filter fabric shall be wired to the fence, and 20 incheu of the 1-:2 fabric shall extend into the trench. The fabric shall not extend more than 36 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. Other types of fabric may be stapled to the fence. Roof f. When extra -strength or monofilament fabric and closer post spacing are used, the wire mesh support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of Standard Note "e" applying. Extra care should be used when joining or overlapping these stiffer fabrics. g. Local governments may specify the use of properly compacted native material. Sump w/ In many instances, this may be the preferred alternative because the soil forms lid a more continuous contact with the trench below, and use of native materials solid cuts down on the number of trips that must be made on and off -site. If gravel is used instead, the trench shall be backfilled with k-inch minimum diameter washed gravel. Care must be taken when using gravel to ensure good contact Roof Drain 1; between the fabric and the_trench bottom to prevent undercutting. q: -T_ h. - 4 - - Filter fabric fences shall be reved when they have served their useful mo � purpose, but not before the upslope area has been permanently stabilized. Retained sediment must be removed and properly disposed of, or mulched and seeded. Overflow =-- Z Splash block S 1L-T FF_1,JcE �E-T-1 .1L _ t. w4, FL_ l9S • of CONSTRUCTION SEQUENCE: Sn - Fine 1' mot. Jiro-' , C L 95. I'Z _ _ ,. t' "'i" R I mash i. n. 1 Attend the pre -construction meeting. A screen 471 t {� .. ' ��E Co" 194.tZ CB Sump with 2. Install filter fabric fence. 6" Perforated Pipe Solid Lid (CPEP single 3. Install rock construction entrance. • .•.� ii�y�, (c� well acceptable) SELTIG J 1 3.1 Z A4' 10' min .. 4. Clear entire site (grubbing, rough grading). Observation Well twlmetal cap & lock) t_S r t�Z• 6• an Compact Backfill _ _ . i . sod re ng to 3+ . 4"-6" PVC Pipe _ 6 �� 6" Perforated Pipe (Perforated) t o ds i li e � I �� � 7. If the construction period lies between Nov. 1 and Mar. 31 Wrap Trench Washed rock % - t =/_" 44` Entirely With all project areas larger than 5000 square feet are to be '� Filter Fabric covered. SECTION A -A Zf 8. Install utilities (power, storm drain, sanitary sewer, water, etc.). i Not to Scale I 2' I 9. Provide CB protection for on -site CB's. L •pI Jim 1, d 10. Final grade/pave, maintain minimum required CB protection. Install .Sty T:_1-T0-AT10tJ -T-e EtJC 44-1--)E---M I L landscaping. E.L-. t 9 11. End construction. PPI L""A' movy" adlal r �' , • , . . T . . . • 12. Hydroseed and mulch all exposed areas. OMAWWWRN-Ig 13. CLEAN storm -drainage system (do NOT flush) after grass/ground `-(' cover has been established and prior to final Inspection. VATe �! b( 2 J19.AJ 9Z • �� 14. Remove all TESCP facilities only when entire site has been + stabilized. 15. Use the BMP Manual erosion and sedimentation control notes as -- - _-�- CITY MG31NEapplication guidelines to this construction sequence. -by AFPe. EJ c sl � l`1S ®' PTORM WATER AND TE O EtY -t / 99 -o c 1-rt a.vl EvJ CONTACT: A EI�'.OSION/SEI)IIVIENTATION CONTR L LIHUDIS PROPERTIES DEL E RI C KS O N P. E. o O P.O. BOX 70311 15020 S.E. 46TH ST. 00 PLAN FOR SEATTLE, WA. 98107 -- 1 moo BELLEVUE WA. 98006 °�'��' -4- : 13EEPE SHORT PLAT ��, ns � &S TEL: 425-402-4141 ; : TEL: 425-747-5825 fONALti 10509 235TH PL. S.W. DQd Cat .l. �I�I � 1 [exPl�tEs ' .�4 " -rf CQC:-�': 199� o-5 ?�l . - `�CAt t " m In; o� 4 ! 6 1'::V L(e IZt.o1 Z-7 t_F I S= Z.o°�o Sr,J-n A i:2WEi/ Aq _L�0._AiJ C42ATF__ I9-1. S SE 11- t5� L,r I'min 0 • Return Address: City Clerk City of Edmonds 121 Fifth Avenue North Edmonds, WA 98020 CONFORMED COPY 200008080298 08/08/2000 12:42 PM Snohomish P.0003 RECORDED County QUIT CLAIM DEED Property Address: 10509 — 235`s Street SW, Edmonds, WA Assessor's Property Tax Parcel No.: 3627 032 00100 09 THE GRANTOR, Brant R. Kane for and in consideration of mutual benefits to be derived by the establishment of a public roadway, convey and quit claim to theCITY OF EDMONDS, THE GRANTEE, the following described real estate, situated in the County of Snohomish, State of Washington, including any interest therein that grantor may hereafter acquire: The North 10.00 feet of the South 30.00 feet of the following described property: Beginning at the Southeast corner South half of the Southwest quarter of the Northwest quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County Washington; Thence running North along the Easterly line of said subdivision 165.00 feet; Thence Westerly parallel with the South line of said subdivision 306.00 feet to the True Point of Beginning of the property herein described; Thence North 165.00 feet; Thence West 121.00 feet; Thence Southerly 165.00 feet more or less to a point 114.00 feet West of the Point of Beginning; Thence East 114.00 feet to the Point of Beginning. together with the right to make all necessary cut or fill slopes on the land of grantors adjacent to the above - described real property in connection with the construction, maintenance or improvement of the above - described real property for purposes of a public roadway. DATED THIS I DAY OF It-9 /_ 20 Oy STATE OF WASHINGTON ) COUNTY OF SNOHOMISH) On this day personally appeared before me EiPWT P— , KA+. to me known to be the individual described in and who executed the within and foregoing instrument and acknowledged that hL signed the same as (Ul� free and voluntary act and deed, for the uses and purposes dierein mentioned. UNDER MY HAND AND OFFICIAL SEAL THIS I DAY OF •giID- JAW H�TLB'•. ,aQNpTAR�y�,;.� oco `st V- PUBLIC ;gip 01 iMAsN e °A000.00e%% 'ROMOY PUBL in and for the State of Washington, residing at • ,s PLEASE TYPE OR PRINT REAL, ESTATE EXCISE TAX AFFIDAVIT This form is your receipt PLEASE SEE REVERSE CHAPTER 82.45 RCW — CHAPTER 458-61 WAC when stamped by cashier. FOR USE AT COUNTY TREASURER'S OFFICE (Use Form No. 84-0001 B for Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Name Brant R Kane oc O E- a Street P n Box 82602 c� ca City/State/ZipKentr9re WA 98O28 ADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE Street 121 Fifth Avenue North City/State/Zip Edmonds, WA 98020 ALL TAX PARCEL NUMBERS Name City of Edmonds Portion of Street 121 Fifth Aypnile North 3627 012 001 00 OA City/State/Zip Erlo,,,nnrl9Tl.A-98020 ASSESSED VALUE IF TAX EXEMPT LEGAL DESCRIPTION OF PROPERTY SITUATED IN ❑ UNINCORPORATED COUNTY )kOR IN CITY OFFdmopds Street Address (if property is improved): 1 0509- BS _h Place W - SEE ATTACHED LEGAL DESCRIPTION - Is this property currently: YES NO Classified or designated as forest land? ❑ R Chapter 84.33 RCW Classified as current use land (open space, farm ❑ R and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofit ❑ JU organization? Chapter 84.36 RCW Seller's Exempt Reg. No. _ _ — _ _ — _ _ Receiving special valuation as historic ❑ property? Chapter 84.26 RCW Property Type: @ land only ❑ land with new building land with previously used building ❑ land with mobile home ❑ timber only D building only Principal Use: ❑ Apt. (4+ unit) ❑ residential ❑ timber (] agricultural ❑ commercial/industrial [3jother_�ubl is right-of-wav (1) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) If the new owner(s) of land that is classified or designated as current use or forest land wish to continue the classification or designation of such land, the new owner(s) must sign below. If the new owner(s) do not desire to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the seller or transferor at the time of sale. The county assessor must determine if the land transferred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. If it no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land D does ❑ does not qualify for continuance. Date DEPUTY ASSESSOR (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) If the new owner(s) of property with special valuation as historic property wish to continue this special valuation the new owner(s) must sign below. If the new owner(s) do not desire to continue such special valuation, all additional tax calculated pursuant to Chapter 84.26 RCW, shall be due and payable by the seller or transferor at the time of sale. (3) OWNER(S) SIGNATURE Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) N/A - No consideration of funds was involved in this transaction. If exemption claimed, list WAC number and explanation. WAC No: (Sec/Sub) WP.0 458-61-420 MAW Explanation Go%, 1€nt transfer—, eveLopme-nt of real pro erty. Type of Document —Quit C1 a i m dPPd Date of Document Gross Selling Price $$ Personal Property (deduct) $ _ 0 _ Taxable Selling Price $ 0 _ Excise Tax: State $ _ 0 Local $ — 0 — Delinquent Interest: State $ — 0 — Local $ _ 0 _ Delinquent Penalty $ _ . 0 _ Total Due $ _ 0 _ A MINIMUM OF $2.00 IS DUE AS A PROCESSING FEE AND TAX. AFFIDAVIT I Certify Under Penalty of Perjury Under The Laws of The State of Washington That The Foregoing Is True And Correct. (See back of this form). Signature of Grantor/Agent Name (print) Date and Place of Signing: g f cro d/u'ub,� W4 Signature of Grantee/Agent Can Fiene, Acting City Engineer Name (print) dm mds, WA Date & Place of Signing: Perjury: Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum term of not more than five years, or by a fine in an amount fixed by the court of not more than five thousand dollars ($5,000.00), or by both imprisonment and fine (RCW 9A.20.020 (1 C)). REV 84000la(3-18-99)(PD 1-14-00) FOR TREASURER'S USE ONLY C(It_IN'r)' TRF;AS11RFR SECTION XI: CONFLICTS OF INTEREST Each Partner understands that the other Partner may engage in other business activities which may compete directly or indirectly with the Partnership. Each Partner hereby consents to such other business activities and agrees that no Partner shall acquire any interest therein by virtue of this Partnership. SECTION XII: INDEMNITY AND CONTRIBUTION All liabilities of the Partnership shall be shared by the Partners by percentage interest. The Partnership and each Partner by his respective Partnership Interest shall indemnify, defend and hold harmless any Partner against any Partnership liability in excess of such Partner's respective percentage interest thereof. Any Partner who incurs a Partnership liability without authority to do so shall indemnify, defend and hold harmless the Partnership and other Partner against the entire amount of such liability. SECTION XIII: NOTICES Any notice required or permitted under this Agreement shall be delivered to the address set forth opposite each Partner's name on the signature page hereof. SECTION XIV: GOVERNING LAW This Agreement shall be governed by the internal laws of the State of Washington. SECTION XV: AGREEMENT BINDING UPON SUCCESSORS AND ASSIGNS This Agreement shall be binding upon the successors and assigns of the Partners. SECTION XVI: AUTHORITY TO EXECUTE Each person executing this Agreement on behalf of a Partner hereby warrants that he has the full and complete authority to execute this Agreement and to thereby bind the Partner to this Agreement, and that all corporate action required by law and by the Partner's Articles of Incorporation and By -Laws has been taken. PARTNERS: Lihudis Properties, Inc. Crystal Ridge Development By: Brant Kane President LEGAL DESCRIPTION Parcel No. 3627 032 00100 09 The North 10.00 feet of the South 30.00 feet of the following described property: Beginning at the Southeast corner South half of the Southwest quarter of the Northwest quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County Washington; Thence running North along the Easterly line of said subdivision 165.00 feet; Thence Westerly parallel with the South line of said subdivision 306.00 feet to the True Point of Beginning of the property herein described; Thence North 165.00 feet; Thence West 121.00 feet; Thence Southerly 165.00 feet more or less to a -point 114.00 feet West of the Point of Beginning; Thence East 114.00 feet to the Point of Beginning. • • Originator: Subject: Agenda.Time Agenda Date: EDMONDS CITY COUNCIL Agenda Memo Engineering Division For Action: X Item #: For Information: ACCEPTANCE OF A QUIT CLAIM DEED AT 10509-2351heSTREET SW FROM BRANT R. KANE Exhibits Attached: 1. Quit Claim Deed 2. Vicinity Map Consent March 6, 2000 Clearances: Department/Initials Admin Svcs/Finance City Attorney City Clerk Court Personnel Fire Police Development Svcs Community Svcs Engineering-.�OLU Parks & Rec Planning Public Works Treatment Plant City Council Mayor Reviewed by Council Finance Committee: Community services Public Safety Approved for Consent Agenda: Recommend Review by Full Council: Expenditure Amount Appropriation Required: $ Budgeted: $ Required: $ Funding Source: I Previous Council Action: None I Narrative: As a condition of a short subdivision, the land owner at 10509-235' Street SW, Brant R. Kane, dedicated right-of-way to comply with Engineering Division requirements. This deed meets that condition. Recommended Action: Council accept the quit claim deed from Brant R. Kane. Council Action: Return Address: City Clerk City of Edmonds 121 Fifth Avenue North Edmonds, WA 98020 QUIT CLAIM DEED Property Address: /0 S 0 q 235 4-6, S-+ S W ed m 6m do, V V Q Assessor's Property Tax Parcel No.: 362- 703 - 2 - 00 / - 000 9 THE GRANTORS, BKArJT- K'• KA4& — for and in consideration of mutual benefits to be derived by the establishment of a public roadway, convey and quit claim to the CITY OF EDMONDS, THE GRANTEE, the following described real estate, situated in the County of Snohomish, State of Washington, including any interest therein that grantor may hereafter acquire: The North 10.00 feet of the South 30.00 feet of the following described property: Beginning at the Southeast corner of the Southwest quarter of the Northwest quarter of Section 36, Township 27 North, Range 3 East, W.M., in Snohomish County Washington; Thence running North along the Easterly line of said subdivision 165.00 feet; Thence Westerly parallel with the South line of said subdivision 306.00 feet to the True Point of Beginning of the property herein described; Thence North 165.00 feet; Thence West 121.00 feet; Thence Southerly 165.00 feet more or less to a point 114.00 feet West of the True Point of Beginning; Thence East 114.00 feet to the True Point of Beginning. together with the right to make all necessary cut or fill slopes on the land of grantors adjacent to the above - described real property in connection with the construction, maintenance or improvement of the above - described real property for purposes of a public roadway. DATED THIS DAY OF 2k Oiy G2 STATE OF WASHINGTON ) COUNTY OF SNOHONHSH) On this day personally appeared before me &Ah 7r IQ KA14G to me known to be the individual described in and who executed the within and foregoing instrument and acknowledged that A,(— signed the same as A/�_ free and voluntary act and deed, for the uses and purposes therein mentioned. UNDER MY HAND AND OFFICIAL SEAL THIS � DAY OF 20 D' 0. 0?A R y�V9O� •S PUBLItry.;�0: 9-9G�!dT '� OF WAS* %sis. — Lt,2.c�_ Y PUBLiC in and for the State of Washington, residing at WA EXHIBIT 1 0. 0 City of Edmonds Vicinity Map N NOT TO SCALE MAPPED MARCH, 2000 ENGINEERING DIVISION DEVELOPMENT SERVICES 10509 235th Pl- I: n 00 Ow oob19t6h 220th N rl- Ballinger 244th EXHIBIT 2 NOV-06-98 01:29 PM WHALEN DESIGNS 3607946349 P.02 WHALEiv`- � DESIGNS DRAINFIELO DESIGNERS RECEIVER MAY 10 k D . CITY OF EDMOND$ C7R. November 6th, 1998 Brant Kane 11g; // i 11107 Woodinville Dr. #1 Bothell, Wa. 98o11 Re: property 'lax #: 362703-2-001-0000 Proposed Lots 1&2 14 1J As per your request we have performed percolation teats on the above referenced property to determine the respective perc rates for each proposed lot. We found the soils to be a Gravelly Loamy Medium Sand to a depth of forty inches with Gravelly Medium Sands below this to a depth of seventy two inches without any indications of a restrictive layer and/or ground -water table. The perc rate was one minute per inch in all of the holes at a depth of thirty six inches. The holes were dug in the areas painted with orange paint as requested. If you require any further information please feel free to call us at 360-794-5506. Sincerely, Richard Whalen Whalen Designs License #D1042 P.O. BOX 262 & MONROE, WA 99272 , (360) 794.5508 1 (380) 568.8531 f L City of Edmonp RIGHT-OF=WAY CONSTRUCTION PERMIT Peet Number. CI ^ Z4 Z- • Issue Date: ­-, , 4w__ A. Address or Vicinity of Construction: 2_-6 Z.N RG ...5• pt/' B. Type of Work (be specific): C/7X /Ty 00,1,S' 0— I/cr?f 1V n�•' 1g9 C. Contractor: L S Contact: l Mailing Address: 2.. Phone: k05 V IVY State License #• L J r it // Liability Insurance: Bond: $ D. Building Permit # (if applicable): I✓(� 0 Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ -City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family / E'1mgle Family .1 ❑ :Other f.: ,,,d W INSPECTOR: N/TG-t rlT '� INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes []No G. Size of Cut: x H. Charge $ k APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmless from injuries, damages, or claims of any' kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal,proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND JLIATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT ry � Two sets of construction drawings of proposed work required with permit application. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. h Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be 4 . available on site t all times for inspection purposes: v Signature: / Date: Zq 7 Co •a or gent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: OeA RIGHT OF WAY FEE: 70 �..- TIME AUTHORIZED: VOID AFTER t/ DAYS DISRUPTION FEEIFUND I1 I: SPECIAL CONDITIONS:_ RESTORATION FEE: ED BY : ............... ................ . NO WORK SHALL BEGIN .PRIOR TO PERMIT ISSUANCE Eng. Div 1997 • FIELD INSPECTION NOTES Comments Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED. FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: