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23234 76TH AVE W.PDF6411 23234 76TH AVE W ADDRESS: -7YO TAX ACCOUNT/PARCEL NUMBER: t9 C9 5-f 0 7 ono o t -7 nt, BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:. DETERMINATION: [] Conditional Waiver E] Study Required aiver XW DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS PLANNING DATA CHECKLIS SCALED PLOT PLAN DATED SEWER LID FEE $: LID #: SHORT PLAT FILE:. LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: LATEMP\DSTs\Forms\Street File Checklist.doc PLANNING DATA NAME: 5 1 5 - veor."— ) DATE: 10aln SITE ADDRESS: �-3?,5q - 76TA. Avu L-v. PLAN CHK#:—Oq- qi;- PROJECT DESCRIPTION: A/SR� REDUCED SITE PLAN PROVIDED?: (Yes / No 0 A MAP PAGE: c) 5 6 CORNER LOT: FLAG LOT( N e / jo ZONING: CRITICAL AREAS DETERMINATIONM C) I L3 Studv Reauired: Awaiver L3 Conditional Waiver SEPA DETERMINATION: QFee UChecklist L3APO list w/ notarized form L3 (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) KExempt SETBACKS: .Required Setbacks: V St t- -7 `6 Left Side: Right Side: 7 Rear: '7 Actual Setbacks: f- Street: I U Left Side: DO Right Side: ?I ar: Street map checked for additional setback required? (Yes No fDN Q. DETACHED STRUCTURES: L3 ROCKERIES: oK Ll FENCES/TRELLISES: U. BAY WINDOWS / PROJECTING MODULATION: STAIRS I DECKS: PARKING: Requ fred: Actual: LOT AREA. 20 0 0 LOTCOVERAGE: Calculation— X q Acm = 3 0'- 7a BUILDING HEIGUIr. k4 1, 0 0 Datum Elevation: Datum Pol I? Maximum Allowed. Actual Height: A.D.U. CREATED? (No, Yes) SUBDIVISION: It — LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: ffes 610 OTHER:— NewBPP1anningDataFornLD0C 7 backs Front 0,�, a_ W Liu :> Z CC W cc 0 0 LO :) C-2 --e w-:r Cm 21 C.),- � 0) ZE cuo_ Sides Rear Other Height w cc a ME : fiv Cn C1 2: 050 1. E r 9: r'- LU C-) r*_ P.- LU us, a- CN4 a) 4q. 9-1 ZZ, 0 I�IL)Jjjul rvu L-ja&-! —,L/ Reguired Actual SKELTON'S LAKE MCALEER 7'� 5 ACRE TRACTS -7'-( 6, PG. 2T) - -9-m 7'-t sps (A.F. #84000330269) 3 ALL EXPOW SURFACES TO M, MVERED WITHIN 2 DAYS 71Nt1819 -12LW�O 3 "E 77.53' IIj C', EX. 20' x 90' DRAIN.;,rESM'T N LOT 3 NE TIED INTO '61 1 IN 8,000 S.F. bb-WION SYSTEM LOT C4711ERAISE: �0 1 7 Ln TIO! II - - - - - - - - - - - PLA�, Lr I. ----------- --OVER r EtNT17tY ---------- I L6T - 8000 SGUARE FEET L110 RE51DENCE 1522 5=AF;E- FEET 6ARA6E 6q3 5GAJAJ;M FEET C14 ARESAS W4 UWAFIE FEET N TCTAL 2,4N SaARE FEET w 55% m"I� LOT GOVERA6E 8 thf-ERVIOLIS AREAS V) (PROPOSEC) RESIDENCE 2133 5GUARE FEET (W OVERAH*95) DRVE 4 KALK 514 5GUARE FEET T�AL 56M SWAIM FEET (45.0%). 7.5' DRAIN AGE EASEMENT OX)USTRUC-I-10.4 10'X 10' POWER I EX 15' ROAD-UTIL)TY ESM'T L (A.F. 8609240159)—,� FAk. - - �-] -------- L"'J'r —Z,7�LOF N? Legal Description: 7.4 PARCEL A' AL THAT PORT70N OF TRACT 17. SKELTON'S LAKE M.ALLEER APPROVED AS ED 5 ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED NOT it, VOLUME 6 OF PLATS. PACE 21, RECORDS OF SNOHOMISH COUNTY WASHINGTON, DESCRIBED AS FOLLO : -BEGINNING AT A P0114T 240�00 FEET SOUTH OF THE NORTHEAS BY ENGINEERING CORNER OF SAJD TRACT 17. THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF SAID TRACT 17 TO THE WEST BOUNDARY THEREOF. THENCE SOUTH ALONG SAID &0UNa4RY 103.28 FUT, THENCE EAST PARALLEL WITH SAID NORTH LINE OF TRACI 17 To A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS R 243.J6 FEET SOUTH OF THE NORTHEAST CORNER THEREOF; THENCE NORTHERLY 103.36 FEET TO THE POINT OF BEGINNING. PARCEL 8: ALL THAT PORnON OF TRACT 17, SKELTON'S LAKE MkLLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS. PAGE 21, RECORDS OF SNOHOMISH COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS 323.36 FEET SOUTH OF THE NORTHFkST CORNER THEREOF, THENCE SOUTH ALONG SAID LINE 20 FEET. THENCE WEST PARALLEL TO THE NORTH LINE OF SAID TRACT TO THE WEST UNE THEREOF THENCE NORTH ALONG SAID WEST LINE 20 FEET., THENCE EAST TO THE POINT OF BEGINNING BOTH SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Date:_tl C1 p (COPJL vmL -QWNER/CON-1RA,"kTO8 IS RESPONSIBLE FOR EROS,1014 f,%.1jT9OL AND DRAINAGE NOV 1 a 2004 RECEIVED C r—i � 1 9 2004 PERMIT COUNTER A Sol A- W,0' Lk 3R4014- q8S' AVERA,6E &RADE. MA*K" BVILDIN6 F05W 1253- Ad,TUAL eUTLOIN5 HEIGHT= 122,6 - ) PROPOSED V� 20' INCRESS,_IEESS & UTILITY EAS ENT PERMIT COUgt��-- ��- SITr= ImLAN 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 this map(s), nor for any one representation provided based upon said map(s). A () f ED.&,_ CITY OF EDMONDS WATERLINE AS -BUILT ADDRESS 23234 76 AVE W HOMEOWNER OUNDVIEW HOME BLDRS ICONTRACTOR SCALE -RON DENADEL I NTS DATE DRAVW 01/25/05 IBY SIBREL PERMJT NO. 2004-0990 -1 Of 0 I We W E.Dj�,_ X� \I- IZZD <7 -� CITY OF EDMONDS AS- BUILT A'17ss \XNE H 0 Mr;. 0 'R CONTRACI VL/V fum DATE,/,,,/ IDRAW I BY Tim SCALE I &M I NTS PERMIT NO. 12/20/2004 14:15 4258275424 AESI FIELD REPORT Associated Earth Sciences, Inc. 090� 9 11 Fifth Avenue. Suite 100 - Kirkland. Washinbton 9W39 425-827-7701 , FAX 425-827-6424 TO: q os- Ave� ATTN: AS REQUESTED BY: Field Report* PAGE 07/07 Pace I : of t Da" W11141 I ProjW Name I lm44yij PrcIW Nualbor k&0446U Location W:3W3A--i we" /'a kA municIpalty GJWAVIKAr. uIda Perm* Number ClienVOwner sot -..AV �4j General Contractor/superiftw4offt -E—wthwork Cgroad—or/supe"andent THE FOLLOWING WAS NOTED: ton gyrtuJ *A-i4c aA* -1144r,"W"5k tof -11-4- a4&A� --4,* o6 a+ 4u- o0v&pe- rAPerv.,xca-J *'VL -K;AC d4-aur 4-r,.N xvvA& Al&q &4av, 4Z OA 4vt- S�4 __ISM e. q^,cft Vq -%I& AAL4) kA4.4- Of-, (AA,5LA,14"�L -Fill e4maL*J�3-.XF ica I bf;r-k3 /;V- J# LeAA A." n rL—AA- O&C-C tj e- cat4 1,4-1tw-.4 -+= " ev-%L44.4c. -44-, -F v, 12ms, suia 4,^j yu Le)-o- gg"r(i- . I _ pL-- e r F, �A, $"A csrjr Ion& FIELD COMPACTION EOUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN:_ ADDITIONAL TESTS REQUIRED: DYES f-]NO WHERE? COPIES TO: FIELD REP: DAIF MAILED: 'PROJECT VIGR: *Field Report subject to review by AESI Projed. Manager RECEIvED JAN 01.4 2005 A. rOMY(OF EI)MONI)S 12/20/2004 14:15 4258275424 AESI PAGE 02/07 FIELD REPORT Associated Earth Sciences, Inc. 9 11 Fdth Avenue. Suite 100 - Kirkland, Washington 98033 426-827-7701 9 FAX 425-827-6424 TO: sat-,6vw�j "*---NL ci 0 -L Av f- S 0 14- t L, ATTN: AS REQUESTED BY' THE FOLLOWING WAS NOTED: cs.W Moewm4 A -.2 Paae I of 2-' -BT6 projed NU~ le-eck ±iL01A umallon 23-z.i-4 -izr&1pxRtY EA m4AA� - Uld& PefwM NumBer \4 U" 141&4" Gerteral CordractorISUPGAIIA~1 FUthwark cortudar/SupedntowdeM prnViA 64 St—% A-0 -6�. S,-� L"\S'4'4r'q -\.Je- . VCutb4- e-mSLUA tVc-k_S+',0-C-kU U10 rk Wm (k," We. pSqAx� 4i-tL Q&,44pmcJ2r r-.e t,\.o v-e- --sw�Aq -5t�14 0-p Atq-, kAm4w- -V r 44 Apmy" a4-' L, r MAI.P., 4b $14(-J.(1(1 llakdS 4c> W00,4 A4,�V r -",Jc� �s C.AJ ca-%CA41�p— Lr"6(4�. r 6 -"+ 16.100%-1 0 4-, 4�' Lk:a A7kO---AA-4r C-AATk--� rtmic- etc 1.+fUL4t4J1J-9L rp Y� . dAA(1'.A ��U -IL�L A01-61/4 IL/AS PL __2ffy - — --------- �A 1 -10 Z. 4� -hA Lk Lor,-,< t�F �z -A� .&ft p FIELD COMPACTION EQUIPMENT UTILIZED: AREAS Of ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: 17YES []NO WHERE? c COPIES M FIELD REP' :10.4 DATE MAILED! 0 Lf PROJECT MGR: 4A r *Field Report subject to review by AESI Project Manager 12/20/2004 14:15 4258275424 AES1 PAGE 03/07 FIELD REPORT Associated Earth Sciences, Inc. ffr�",Fl 911 Fifth Avenue, Suft 1 OD a, Kirldand, Washington 98033 425-1327-7701 - FAX 425-027-5424 TO: Sauji q ATTN: AS REQUESTED 13y, C.,&114 panAff 0 �R Paae 7� of 2, twe ( (Z /15 Z IS L— p(clad Name gj�.4 Lp�j 4 �KW ProjeCt NLwnber KC— OQ +(04-4 Lc.alW�] munielpality swo, Pernot wuffdw Enghter/Archie-4 ClItril/Owner General ConI171Superinterwent Fadhwmk Cqd"rv4W1SUP6fIr*8ndtrA THE FOLLOWING WAS NOTED: LAAaAO- 41�1 C44ZI�4-i.OA W14%, -tt-lt L9tAa1::k+ 0-f- -4L 41�Oe-6kC)-e. Cru.$�J AV-k CA CIP OA !�%614 2- ';,o 0" & ro S C i�a � N - Cog - Own FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: [—]YES nNO WHERE? COPIES TO: FIELD RFP: -rtm DATE MAILED: I 'PROJECT MGR; 114 ff *Field Report subject to review by AESI Project Manager I-2r2EV2004 14:15 4258275424 AESI PAGE 04/07 FIELD REPORT Associated Earth Sciences, Inc. 0 911 Fifth Avenue. Sufte 100 * Kiddand. Washington 98033 425-827-7701 - FAX 42"27-5424 TO: I'M'J V'10 40�-�.s ATTN:. AS REQUESTED BY: THE FOLLOWING WAS NOTED: Fiold Rewd # 2- Page I of 3 Date "ect Name 4L Sww4v`Il)W '-46Aw(J "ed Number Vcf6*4-4M— -mil'otell Localon fe, ?-,a 7- Z; 4 wes"Wr rv%LA - Municipally EA Permit Number EngIneer/Archited 4% clie"Vowner S at'.'Aq Genorml ConVactor/SupAWKWOM Earthwork Contr6gor/SupeWdOndard Arr tv<J o^ -'s C k s4 4tt e�ML04-+ ,-)p +-4- ow --v- -h-3, a 6 pqrav— 4t%A- -r-or ce. s-&J AAAJ "vL4 AL - U 1,%& 0%, r art IL^ k LJ-f-- 04"A -6 g�&AW 'JA r I tn - . , �� 6ja�w A —Cj�%4'f- 'NC -ft� Wes,- o+ -F((( eAVP(�% ^e^IA L-f� at 144114 4A'1V1SL;4-J "ClWA-- &eAv-. +a T,.; i L& Iwo lle� 4o kAXL44A IAS t 'of -6-.L— av-r�+Cj- Ae4m- P.L+ '14- lio- 4J tk� si; (kc a,6nAL4,4- FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: OYES []NO WHERE? COPIES TO: S31�14� -( :+V-32TJ FIELD REP: —IC.3ti *0-14"r —&—A 71,G.&. DAtE MAILED: 'PROJEcT MGR: *Field Report subject to review by AESI Project Manager 12/20/2004 14:15 4258275424 AESI PAGE 05/07 FIELD REPORT Associated Earth Sciences, Inc. il im 11 N ki 911 Fifth Avenue, Suite 100 - Kirklenck washirt§ton 98033 425-827,7701 a FAX 425-827-5424 TO: —SeniA4 �UJ 4'45�& ATTN: AS REQUESTEO BY: Viabi Pannd A 2- pow I- of 3 DAN Proled Name -1V- I MU -+A WPM &"V I do Loc an Weaer munlelpally e-O'- awg. Permit Number C"wowner 40 Gerweral Cc of/swemer"km THE FOLLOWNG WAS NOTED. 0.rlwt� - &0 -Jw 01z- !�% . Id -OAC 0 UiAAA.J *Zrt�4-c" 1 404. jar Of AU.L. nAxedw- A +0 44 WIT CAA 4-U- J V�& /-04-, ektpKU �� OL&CAJ C4GC-,C- l';FA5 tou I AL L f A.- L-�p 4- J4- FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: DYES FINO WHERE? COPIES TO: FIELD REP' DATE MAILED! 'PROJECT MOR: *Field Report subject to revieW by AES1 Project Manager -S-b4 &J 12/20/2004 14:15 4258275424 AE� 1 FIELD REPORT PAGE 01/07 Associated Earth Sciences, Inc. 911 Fltlh Avenue, Suite 1100 e Kirkland, Washington 98033 425-827-7701 9 FAX 425-827-5424 TO' W0A1.X3 AL.,e- -S - W A, ATTN.- AS REOUESTED 13Y:, THE FOLLOWING WAS NOTED: Field ReWrt 0 14 Page L of I Data flaw Ptoiset Name Project NuMbOt A-L Municipality " O.."s Ma. Permit Nwnber Enginear1kchited CllenuOwner General Contractor/Superintandent Eafillwark Contractor/SuPWIMIOnderit or., st;�e Jry oil ^CL*;z c&�jAcj Am ete." -*i-.44c�-A - 4,0 14mchm-A Cf*L-.jXQ Of- Z 4-& 7A rA- C4,J 464A,44 61(fiAl 41, LX�f &f- 4� & i A ",40"r&9 Ati, CS. S-VPPVr+ &F 4w- ic- k� Ai -f-� ,,(� ntAr Vvs't-� . +'-c C64q<4ar ke-A (&u4j 2- 4c+ -,F stm4kA/a +11( Lvt-k-�% FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: 7YES r—INO WHERE? COPIES TO: FIELD REP: DATE MAILED: PROJECT mGR: 44 JV) *Field Report subject to review by AESI Project Manager 0 0 CITY OF EDMO"S -rr%E S TRAFFIC IMPACT ANALYSIS ET FILE WORK SHEET Name of Proposed Project: W f-717'( Aa W. 790 A; .Owner/Apolicant: .0 W- oft wo Name 4907-W COTO &L S StreetIMM iling AftdiddWre 14 city State Zip Telephone:. 4XI"n .311f - 9?1 Applicant Conta c�terson.,,,( go n 01 Name vz, a" Ap&o 4s Stre at(m '1* "Address city State Zip Telephone: 41 34W -- 13 71 F44L 'f;K-G70--5357 Traffic Engineer who prepared the Traffic Impact Analysis: Firm Name 1. PROJECT DESCRIPTION Contact Name Telephone a. Street address (if known): 07 Ave Q b. Location: (Attach a vicinity map and siteplan. c. Specify existing land use: KJ d. Specify proposed typ!gd size of development: e. When will the project begin construction and when will it be completed? BAC avow MAW f Define proposed access locations: .54C low- g. . Defin proposelsight distance at site egress locations: &C,," J01.1 Paize I 0 Five Years After Openim! LOS: With Project: Without Project: Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. Date. SAENGR\Darrc11\Gty.Prqjc=\T1A Guidelincs\TraflmpATLa]yWork9-04.dm Page 5 0 0 CITY OF EDMONDS 121 - 5TH AVENUE NORTH, EDMONDS, WA 98020 PLANNING DIVISION FINDINGS, CONCLUSIONS.) AND DECISION To: File S-04-22 From: M�g awell,.AdCP Senior Planner Date: April 19, 2004 Applicant: S & S Joint Ventures for Albert Cerauli TABLE OF CONTENTS Section Page I. INTRODUCTION ....... ......................................................................................................... 2 A. Application ....................................................................................................................................... 2 B. Decision ............................................................................................................................................ 2 111. FINDINGS OF FACT AND CONCLUSIONS ................ ................................................... 3 A. Compliance with the Subdivision Ordinance .................................................................................... 3 B. Compliance with the Comprehensive Plan ........................................................................................ 5 C. Analysis of Requested Modification ................................................................................................. 5 D. Compliance with the Zoning Code .................................................................................................... 6 E. Compliance with the Flood Plain Management Provisions ............................................................... 6 F. Environmental Assessment: .............................................................................................................. 7 G. Critical Areas Review: ...................................................................................................................... 7 H. Comments: ........................................................................................................................................ 7 III. RECONSIDERATIONS AND APPEALS .......................................................................... 7 A. Request for Reconsideration ............................................................................................................. 7 B. Appeals ............................................................................................................................................. 7 C. Time Limits for Reconsideration and Appeals .................................................................................. 8 IV. LAPSE OF APPROVAL ..................................................................................................... 8 V. NOTICE TO COUNTY ASSESSOR .................................................................................. 8 VI. APPENDICES ..................................................................................................................... 8 VH. PARTIES OF RECORD ... . ........................................................................................ 8 S-04-22.doc / January 12,2001 / Staff Report Albert Cerauli File No. S-04-22 Page 2 of 8 INTRODUCTION A. Application 1. Applicant: S & S Joint Ventures for Albert Cerauli (see Attachment 2) 2. Site Location: 23302 — 76h Avenue W. (see Attachment 1) 3. Request: To divide one lot with a total area of approximately 31,345 square feet into three lots (see Attachments 2 and 3.) The applicant has also requested a modification (see Attachment 5) to reduce the required 7.5-foot side yard setback to 6.7 feet to allow the existing house to remain as it is while the road is created adjacent to it as shown in Attachment 3. 4. Review Process: Following the Comment Period, Planning Staff makes an administrative decision. 5. Major Issues: a. Compliance with Edmonds Community Development Code (ECDC) Section 16.20.030, site development standards for the RS-8 zone. b. Compliance with Edmonds Community Development Code (ECDC) Title 18, public works requirements. c. Compliance with Edmonds Community Development Code (ECDC) Section 20.1513, Critical Areas. d. Compliance with Edmonds Community Development Code (ECDC) Section 20.85, criteria for approval of a variance. e. Compliance with Edmonds Community Development Code (ECDC) Section 20.75, subdivision requirements. f. Compliance with Edmonds Community Development Code (ECDC) Section 20.95, staff review requirements. Note: All code sections referenced in this report can be viewed via the City's website www.ci.edmonds.wa.us. B. Decision Based upon the Findings of Fact and Conclusions, Attachments and Exhibits submitted with the application and during the comment period, the following is the recommendation of the City of Edmonds Planning Division: The proposed side setback modification is APPROVED to allow the existing house to remain in its same location as shown on Attachment 3. If the house is destroyed or the portion within the setbacks is demolished, any new construction shall meet the required 7.5-foot setback to the easement line. Also, any additions proposed for the existing house must meet the 7.5-foot side setback. This approval is subject to the conditions of the short subdivision given below. The Subdivision is APPROVED with the following conditions: 1. Prior to recording the applicant must complete the following requirements: a) Applicant is responsible to make sure that area of lots given is accurate and stays over 8,000 square feet after subtracting access easements. b) Civil plans must be approved prior to recording. In completing the civil plans you must address the following: (1) Complete the Engineering Division conditions listed "Required prior to Recording" on Attachment 4. (2) Fire Department requirement for a fire hydrant, which they state can be located on water main side of 76h Avenue W., directly across from access drive. S-04-22.doc / January 12,2001 / Staff Report 0 Albert Cerauli File No. S-04-22 Page 3 of 8 c) If additional access easements are needed for turnarounds, that area shall also be deducted from the lot area. Lots must maintain the minimum 8,000 square foot size after access easements are deducted. d) If zoning is to be included in the plat, change it to read "RS-8." e) Add the bearing to the southern property line. f) If setbacks are to be included in the plat, add to the face of the Plat "Setbacks shown are for reference only and vest no right, except for the approved modification to allow the existing house on lot I to remain at 6.7 feet to the easement, instead of the required 7.5-foot side (south) setback. If the house is destroyed or the portion within the setbacks is demolished, or for any proposed additions to the existing house, all new construction shall meet the required 7.5-foot setback to the easement line." g) Add to the face of the Plat "Conditions of approval must be met and can be found in the final approval for the short subdivision and attachments thereto located in File S- 04-22 in the City of Edmonds Planning Division." h) Show the surface drainage easement on the south 25 feet of the east 230 feet of the north 240 feet of said tract, as recorded under 84080302068. i) Include on the plat all required information, including owner's certification, hold harmless agreement, and stafrs approval block. j) Make sure all documents to be recorded meet the Snohomish County Auditor's requirements for recording. k) Submit copies of the documents to be recorded for the Planning Division and Engineering Division's approval. Once approved, the applicant must record the documents with Snohomish County Auditor's office. 1) Submit an updated copy of the title report (short plat certificate) with the documents proposed to be recorded. 2. After recording the plat, the applicant must complete the following: a) Provide the City Planning Division with two copies of the recorded plat, with the recording number written on thern. The City will not consider the subdivision to have been completed until this is done b) Complete the Engineering Division conditions listed "Required with Building Permit" on Attachment 4. The large (3-foot plus diameter) maple tree between the existing house and shop should be preserved unless an International Society of Arboriculture (ISA) certified arborist determines that the tree is unhealthy or too near the end of its life and would prove a hazard, or if the ISA certified arborist determines that proposed grading for a house on lot 2 would damage the trees roots so that it would become a hazard. The maple tree should be protected with fences or bales of hay around its drip line or as approved by Planning staff. The earth around these trees should not be compacted by storing equipment or materials within the drip line of the trees. 11. FINDINGS OF FACT AND CONCLUSIONS A. Compliance with the Subdivision Ordinance 1. Environmental Resources The environmental resources at this site are limited to the trees. The subdivision chapter section 20.75.085 states that a proposed subdivision should be designed to minimize significant adverse impacts. One large maple, over three feet in diameter, is located between the shop and the house, but closer to the shop. A number of fairly small pine trees and alders are growing on the west side of the shop. Another assortment of trees is growing along the north property line, but particularly where the fence line cuts south. Some of the trees are on proposed lot 1 with the existing house and will likely be unaffected by the proposal. Several S-04-22.doc / January 12,2001 / Staff Report Albert Cerauli File No. S-04-22 Page 4 of 8 2. others are along the setback areas along the northern property line. These are smaller trees that are growing close together and a future owner would likely want to thin. These trees are young enough that they could be easily replaced and are not thought to need formal protection. The large maple appears to be an asset to the area that could potentially be in the way of development, but could be preserved with some effort. Because of its age, it is possible that it may not live much longer, and because of its size, it is possible that virtually any construction would impact its roots. Therefore, the large maple tree between the existing house and shop should be preserved unless an International Society of Arboriculture certified arborist detennines that the tree is unhealthy or too near the end of its life and would prove a hazard, or if the ISA certified arborist determines that proposed grading for a house on lot 2 would damage the trees roots so that it would become a hazard. The maple tree should be -protected with fences or bales of hay around its drip line. The earth around these trees should not be compacted by storing equipment or materials within the drip line of the trees. The proposal minimizes grading because the site is quite level and the placement of the house and lots relate to the topography. C. No hazardous conditions exist at this site. d. The proposal includes a drainage plan and is designed to minimize off -site impacts on drainage. It is possible that the houses to the west of the subject property have a view cast to Lake Ballinger. The proposed subdivision will not change the location that a house can currently go on the site in a manner that would impact views, since a house could already be built to 25 feet high and to the 7.5 foot required side yards. Lot and Street Layout a. This criteria requires staff to find that the proposed subdivision is consistent with the dimensional requirements of the zoning ordinance and also that the lots would ultimately be buildable. Based on a review of the project and the analysis in this section staff agrees that a two -lot short -plat is a reasonable use of the property. Lot sizes and dimensions: Require Propose Lot Area Net sg. Lot 1 8,000 12,535 Lot 2 8,000 8,001 Lot 3 8,000 8,000 Proposed Reg. Lo Gross sq. ft Width 14,243 70' 9,093 70' 8,000 70' C. Setbacks: Setbacks should be as follows: Meets Lot Width Reauirement? Yes Yes Yes Lot I Street Setback (25 Feet) From the east property line (76dAvenue W.) Side Setbacks (7.5 Feet) From the north property lines and edge of easement to the south Rear Setback (15 Feet) From the west property line Lot 2 Side Setbacks (7.5 Feet) From all property lines and access easements Lot 3 Side Setbacks (7.5 Feet) From all property lines and access easements Note: The Engineering Division requires garage doors to be set back 18 feet from an easement or street property line d. Comer Lots: None of the lots are considered comer lots e. Flag or Interior lot determination: Lots 2 and 3 are considered a flag lots. Lot Coverage of Existing Buildings on Proposed Lots: 1.) 35% maximum lot coverage is allowed. S-04-22.doc / January 12,2001 / Staff Report 0 Albert Cerauli File No. S-04-22 Page 5 of 8 2.) Lot I has a house on it which would result in a 17.6 percent lot coverage with the new lot line. 3.) The plat map shows the shop on Lot 2 will be removed. That will result in a zero percent lot coverage for both lots 2 and 3. 3. Dedications a. See City Engineer's Report (Attachment 4). 4. Improvements a. See City Engineer's Report (Attachment 4). Also the Fire Department has commented, "Fire hydrant required. Fire hydrant can be located on water main side of 76 1h Avenue directly across from access drive." 5. Flood Plain Management a. This project is not in a FEMA designated Flood Plain. B. Compliance with the Comprehensive Plan I . The Comprehensive Plan has the following stated goals and policies for Residential Development. Residential Development B. Goal. High quality residential development which is appropriate to the diverse lifestyle of Edmonds residents should be maintained and promoted. The options available to the City to influence the quality of housing for all citizens should be approached realistically in balancing economic and aesthetic consideration, in accordance with the following policies: B.4. Support retention and rehabilitation of older housing within Edmonds whenever it is economically feasible. B.5. Protect residential areas from incompatible land uses through the careful control of other types of development and expansion based upon the following principles: B.5.d. Private property must be protected from adverse environmental impacts of development including noise, drainage, traffic, slides, etc. B.6. Require that new residential development be compatible with the natural constraints of slopes, soils, geology, vegetation and drainage. Compliance with the Residential Development goals and policies: The proposal retains existing housing stock and also allows for construction of two new homes within the constraints of the natural environment. C. Analysis of Requested Modification The applicant has requested a modification to a required setback as allowed in ECDC 20.75.075, which requires all criteria of a variance to be met if the requested modification is to be approved. The Criteria are as follows: a. Special Circumstances: That, because of special circumstances relating to the property, strict enforcement of the zoning ordinance would deprive the owner of use rights and privileges permitted to other S-04-22.doc / January 12,2001 / Staff Report 0 Albert Cerauli File No. S-04-22 Page 6 of 8 properties in the vicinity with the same zoning. Special Circumstances should not be predicated upon any factor personal to the owner such as age or disability, extra expense which may be necessary to comply with the zoning ordinance, the ability to secure a scenic view, the ability to make more profitable use of the property, nor any factor resulting from the action of the owner or any past owner of the same property. b. Special Privilegel That the approval of the variance would not be a grant of special privilege to the property in comparison with the limitations upon other properties in the vicinity with the same zoning. C. Comprehensive Plan and Zoning Ordinance: That the approval of the variance will be consistent with the intent of the comprehensive plan, the zoning ordinance and the zoning district in which the property is located. d. Not Detrimental: That the variance as approved or conditionally approved will not be significantly detrimental to the public health, safety and welfare or injurious to the property or improvements in the vicinity and the same zone. e. Minimum Variance:, That the approved variance is the niinirnum necessary to allow the owner the rights enjoyed by other properties in the vicinity with the same zoning. The Applicant has presented declarations as to the merits of their proposal (see Attachment 6). Additional Findings: a. The garage to the house to the south is quite close to the easement. 4. Conclusions: a. The special circumstance relating to this property include an existing legally placed home which with the proposed subdivision will be too close to the easement. Because the Comprehensive Plan encourages us to retain existing homes, this can only be done if the required side setback is reduced by 0.8 feet. The city of Edmonds has chosen to accommodate additional growth through infill, so we have to accommodate infill on lots that cannot meet current requirements, and therefore require some modifications. b. Providing some leniency on setbacks would not be a special privilege for this property owner, because the option has been provided for other property owners in the city and because other property owners in the area do not currently meet the 7.5-foot side setback. C. The proposal will be consistent with the intent of the Comprehensive Plan and the zoning ordinance. d. The modification will not be detrimental. The modification will allow an existing house to continue in existence. e. The 6.7 foot side setback appears to be the minimum necessary to allow the owner the rights enjoyed by other properties in the vicinity with the same zoning. If the house were to be demolished in the future, the lot has adequate area to meet current setbacks, and any new construction should do so. D. Compliance with the Zoning Code With the approval of the above modification, staff fffids this project to comply with the provisions of the Zoning Code, see section II.A.2.b. E. Compliance with the Flood Plain Management Provisions The proposed project is not in a Flood Plain. S-04-22.doc / January 12,2001 / Staff Report A bert Cerauli Filet. S-04-22 Page 7 of 8 F. Environmental Assessment: Is this site identified on the City's Environmentally Sensitive Areas Map (Shoreline area only)? No. 2. Is an Environmental Checklist Required for this application? No. G. Critical Areas Review: Critical Areas Review number: � CA-1992-0132 2. Results of Critical Areas Review: The property does not appear to contain any critical areas as defined by ECDC 20.15B. As a result� a waiver from the requirement to complete a study was issued. H. Comments: One letter of comment was received from James Deal, representing Arlie and Julie Mabbott who live directly south at 23304 — 76th Avenue W (see Attachment 7). Their concerns center around the easement that the applicants propose to use across the north 7.5 feet of their property. They state that they understood the Ceraulis to have abandoned the easement. They also believe there is not 26.7 feet between the center of the existing road and the existing Cerauli house. At a site visit, Mr. Cerauli told staff that his understanding was that the adjacent lot did not have an easement over his property, but that he still had an easement over their property, and had used their driveway at times to access his back yard. Checking the title report and the copies of recorded documents attached to it, staff finds that on Assessor's recorded document number 9006210097 (see Attachment 5) it appears that both the Arlie and Julie Mabbott and Al Cerauli have stated that they both have the right to use an easement for ingress, egress and utilities which is described on pages 519 and 520 and appears to be adequately shown on the preliminary plat, as the southern 7.5 feet of the Cerauli property (extending 238.12 feet from the easterly property line) and the northern 7.5 feet (together with a turnaround) of the Mabbott property (extending 223.12 feet ftom the easterly property line). Nothing in the title report shows that the easement has been vacated or voided. The City does not adjudicate adverse possession of easements, but will honor any injunctive orders from Snohomish County Superior Court. Regarding the distance to the house, the surveyor is showing the 20-foot easement, with the southern line falling roughly in the center of the existing road on the Mabbotts' property. However, it is slightly south of the centerline, so it is likely true that it is less than 26.7 feet between the centerline of the road and the Cerauli house. The surveyor is licensed in the state of Washington and has signed the drawing, so it is assumed to be an accurate distance between the house and the edge of the proposed easement. 111. RECONSIDERATIONS AND APPEALS The following is a summary of the deadlines and procedures for filing reconsiderations and appeals. Any person wishing to file or respond to a recommendation or appeal should contact the Planning Department for ftirther procedural information. A. Request for Reconsideration Section 20. 100.0 1 O.G allows for City staff to reconsider their decision if a written request is filed within ten (10) working days of the posting of the notice required by this section. The reconsideration request must cite specific references to the findings and/or the criteria contained in the ordinances governing the type of application being reviewed. B. Appeals S-04-22.doc / January 12,2001 / Staff Report Albert Cerauli File No. S-04-22 Page 8 of 8 Section 20.105.040 and 20.105.020 describes how appeals of a staff decision shall be made. The appeal shall be made in writing, and shall include the decision being appealed along with the name of the project and the date of the decision, the name of the individual or group appealing the decision, their interest in the matter, and reasons why the appellant believes the decision to be wrong. The appeal must be filed with the Community Development Director within fourteen (14) calendar days after the date of the decision being appealed. C. Time Limits for Reconsideration and Appeals The time limits for Reconsiderations and Appeals run concurrently. If a request for a reconsideration is filed before the time limit for filing an appeal has expired, the time "clock" for filing an appeal is stopped until a decision on the reconsideration request is completed. Once the staff has issued his/her decision on the reconsideration request, the time clock for filing an appeal continued firorn the point it was stopped. For example, if a request is filed on day 5 of the appeal period, an individual would have 9 more days in which to file an appeal after the staff issues their decision on the reconsideration request. IV. LAPSE OF APPROVAL Section 20.075. 100 states, "Approval of a preliminary plat or preliminary short plat shall expire and have no further validity at the end of five years, unless the applicant has acquired final plat or final short plat approval within the five-year period." V. NOTICE TO COUNTY ASSESSOR The property owner may as a result of the decision r�ndered by the staff request a change in the valuation of the property by the Snohomish County Assessor's Office. VI. APPENDICES. Attachments: 1. Vicinity / Zoning Map 2. Application 3. Plat Map 4. Engineering Requirements 5. Document recorded with Snohomish County, recording number 9006210097 6. Modification Declarations dated February 12, 2004 7. Letter from James Deal, dated March 31, 2004 VII. PARTIES OF RECORD Ron DenAdel S & S Joint Ventures 902 — 6th Avenue S. Edmonds, WA 98020 Albert Cerauli 23302 — 76th Avenue W. Edmonds, WA 98026 James Robert Deal Arlie & Julie Mabbott 19009 — 33d Ave. W., Suite 305 23304 — 76th Avenue W. Lynnwood, WA 98036-4727 Edmonds, WA 98026 Planning Division Engineering Division S-04-22.doc / January 12,2001 / Staff Report City of Edmonds ).v- Permit -No: eO(Y-1-0230 IC2 RIGHT —OF WAY CON�STRUCTION PERMIT issueDate: A. Address or Vicinity of Construction: au, 3 yyk"�A --;, I B. Type of Work (be specific):—T 0'M S--? C—a L 0_� 710 ue- LZ -k- AJ is-C. 0A L_* n� <:9 3c't sr S W i r) -7 og 7 7 �16 C. Contractor: 0—\" C Contact: 4)arn Aje S" Mailing Address: ��t3Q "_S_�o 11-C Phone: cZ)n (P - 4 4� / �Q& - q f 9 State License #: 91 Ld d C.�C 10 ( It 16 Liability Insurance: Bond: $ D. Building Pe6it # (if applicable) Side Sewer Permit # (if applicable E. El Commercial 0 Subdivision F] CityProject F] EUC(PUDIVERIZON,PSE,AT&T,OVWD) F] Multi -Family, Single Family. Other INSPECTOR: kld�cAf IVE L PC F. PAvEMENT*CUT: aYES El NO G.. SIZE OF CUT X CONCRETE CUT: El YES 0 NO AlI'LICANT TO IWAI) ANI) SIGN INDEMNITY. Applicant understands by his/her signature to this application helshe holds 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 but not limited to the defense of any legal proceedings including defense costs an;Tattorneyfees by reason ofgranting this permit. iHE CONTRACTOR IS RESPONSIBLE FOR *WO'RKMANSHI . P AND MATERIALS FOR A PERIOD OF ONE YEARFOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORX� ESTIMATED RESTORATION FEES HILL BE fiELD, UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT KILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. * Traffic control and public safety shall be in accordance with City. regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 2964-55;w305and - must have certification verifying. completion of the required training in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (.1-800-424-55515) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEbGE THA T I MUST MAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS. Signature 7 Date: (Contractor or Agent) FO '�ITY USE ONLY : 'b V.�� P -t,$,. 4 Approved by A Right;6f-way Fee:;6/00!0- ;;cr ee= Time Authorized:. Void After N0V /24t"/'-2_ 2/5-of C!71"'S �7-:' Special Conditions: 0&1;.'M k' r� 4RC\A( -rn LJ A"C'A. iq 'AIC0. �"o 0L=-PrFJ'Z rnp,401,riopj. A-irw-T Ai= r Crre 0 Total Fee: S. 0 L I cs 'C rm 7_'R kA , N -r A, i-A a A i�' (f Peo, T-kAFfria Receipt N,,,o,- AP?K04Fb 7-cpll VQCAk- Issli 6d'by:- 0 r- - r A I L 1,r_ PA I Nr A 11-4- M, g &1_ S: E rf3A e� F:,� �eC�A A /_,:i r. Y -,0F r,0"ONInc -6/ . . -__"'4� - -, I _-A _ I . . . .1 " - 7 . i'__ ', , . - .4- ., Z' I - ', ; .- I . : .; , I . � - �. I - I - I - L&^- r,�7s. We,' U hZZ)) 7 1/- M 7_20", � /_M'k r dr e� " kr,"'j, ) t "it", , #,7 Jk- At f- I &f&x-.0 I A% PJ'A" -o�r� "rij or clmn� A -A -4-' - -'al�r�-T�- UPON COMPLETION OF PERMITTED WORK9 AN, ENGINEERING'FINAL..-.— INSPECTION IS REQUIRED PER CHAPTER 1 F THE EDMONDS COMMUNITY DEVELOPMENT COD 20, Ext. 1326) Un, FINAL APPROVAL OF PERMITTED WORK. DATE: 02-�2_G-cnJS7 ."1_._-".'IhSP30r0r's For inSDeciion reauirements see E . neineerid4'InsDection Information handout. MUM D:\My Documents\Forms\Engnmg\ROWpermii—.doc '[PERMIT P ATE, REC EIVED . - 1011qW EXPIRES CITY OF EDMONDS USE E PERMIT. -C)qq ZON NUMBER CONSTRUCTION PERMIT APPLICATION JOB 0 SUITE/APT# ADDRESS 76 9 io- 46 0 ER NAME/PIAME OZ.BUSI 'y PLA5AME SUBDIVISION NO. LIT 11* L D NO. MAILING ADDRESS 0 I L�D FEE $ TESCP Approved 0 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Permit Required Street Use Permit Req-d QITY. TELEPHONE 3,41 1.3� 1 EXISTING PROPOSED REQUIRED DEDICATION FT Inspection Required 13 Sidewalk Required 13 Underground Wiring required E3 NAME To-t6 METER SIZE' LINE f SIZE NO. OF FIXTUR 7SI PRV REQUIRED YES C3 NO 13 0 3 ADDRESS REMARKS — uj z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE r 6i 9) . INSP&C r 0�) &g cy - z C ZIP TELEPHONE HT W WA ne;k -kylce N�S I 1C # 71( 1 A7 %A IJC STC-RA4 60&1\4 f\t 94 ownljvl'ev\� GINEERING REVIEWED Y DATE cc ADDRESS I?ol- 8 --- . 4-RF REVIEWED BY DATE Lu cc M CITY . TELEPHONE 0 0 13? \�ARIAN OR�Co.'r p'! SHORELINE OR ADB# INSPECTION REQQ1f BOND POSTED AT ST E LICENSE NfABER EIPIRATIO�WE By� MLAnavh 00G A) Lo 6 1(7 OYES WO s PROPERTY TAX ACCOUNT PARCEL NO. A F J E RE 0 LETE XEMPT SIGN AREA ALLOWED PROPOSED, HEIGHT ALLOWED PROP�6E Y0,6'63-304 up. X. X5 1gy Rr`NEW ff-RESIDENTIAL g-PLUM BING MECH COMPLIANCE OR , �PVERAGF LQT �AtLOWEQ ' PROPOSE REQUIRE"D SETBACKS (FT.) FRON' SIDE jR�lp 1( -7 PROPOSED SETBACKS (FT) FR T I'? SIDE /REAR z ADDITION COMMERCIAL 1:1 3d rb 7K 7K. jo hl'ov 10 z E %.E:]R MODEL 1:1 MULT, MiLy CHANGE OF USE 13 SIG �'N, PARKING RET I PRIED I LOT AREA �eQoj G DATE PiT� z a, C RE PAIR [3 FENCE CYDS X FT) REMARKS DEMOLISH TANK OTHER ARAGE. RETAINING WALL FIRE SPRINKLER CARPORT ROCKERY FIRE ALARM (TYPE OF USE, BUSINESS OR ACTIVI IN:. ED BY TYPE OFjf5UCTION OCCUPANT GROUP NUMBER 4UMBER OF CRITICAL OF )WELLING UNITS AREAS qt SPECIAL INSPECTIFN- AREA OCCUPANT 9 STORIES NUMBER IL� REQUIRED YES LOAD DESCRIBE WORK TO BE DONE REMARKS z 62 LO PROGRESS INSPECTIONS PER UBC 108/ IBC109/ IRC109 FINAL INSPECTION REO'D dA 8P L ii - VALUATION IN V6 -orr=>r $,�nl q81 Description FEE -Description FEE Check I a T Ir State qjPlan Surcharge HAT SOURCE OT PE % 6 .as Zuilding Permit 0gqb,. - Z City Surcharge 15— PLAN CHECK NO: oq Plumbing Base �ee Sp THI ERMIT AUTHORIZES ONLY THE WORK Mechan cal. NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading I DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES; ETC.) WILL REQUIRE SEPARATE PERMISSION. PERM*ITAPPUCATION: Engr. Review L4,12CI, ISODAYS PERMIT LIMM 1. YEAR - PROVIDED WORK IS STARTED WIT HIN ISO DAYS SEE SAC I K OF PINK PERMIT FOR MORE INFORMAT ON ct; in Engi..Inspe to 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE; HEIRS, ASSIGNS AND SUCCESORS �Firo Review Plan Chk. Deposit IN INTEREST, AGREES TO INDEMNIFX DEFEND:AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND fire, Inspection Recei pt # 1-2170 ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY. . 9 FROM THE ISSUAN CE OF THIS PERMIT. ISSUANCE OF THI I S PERMIT SHALL I NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapeinsp.. Total Amt. Due `71 j1qja 7,7 0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION." Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THISAPPLICATION;THAT THE INFORMATION' GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY.AUTHORIZED AGENT OF. APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS. REGULATING CONSTRUP- TION; AND IN DOING THE.WORKAUTHORIZEb THEREBY, NO PERSON WILL BE EMPLOYED I . CALL This application is not a perrnit until signed by the Building Official or his /her Deputy: and Fees are paid, and j_THE, LABOR IN V IOLAT!ON.0 CODE� 9FTHE ST ATE OF WASHINGTO14 'RELATING TO . 4 WORKMENS SATION *INSURANCE AND RCW 111..27. q&PN FOR INSPE CTION receipt Is acknowledged In space provided. . BIG E W E DATE SIGNED IA13 :X-125). VOLS SIGNtrURE DATE -0220 -REJE�BEIjY .771 .1 E ATTENTION. M 1333 a, ]TIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL Ix I I INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE O.FOPCU-. FANCY HAS BEEN GRAWED. UBC1O9/IBC110/IRC110. OR &4,AWL �E YELLOW IfINSPECTOR NKE 09/03 nocea u A .1 or% %ff%1 I A . 0 . C� Ill Wlklf-% A . ^0100 P NK - R - GOLD - ASSESSOR c) LA — 415 w Sag- Cr...=g - - - - - x �._2 '. '.tv I ALL.&POSED SURFACES TO I �t t&ERED WITHIN 2 DAYS SKELTON'S LAKE MCALEER 5 ACRE TRACTS ffOL. - 6.9 PG. 2T) �A.F. N89-29'03,,E 77.53' PPROV Y PLTNING F� (IDN' EX 20' x 90' DRAIW,ESM'T 1,3111 LOT 3 P 8,000 S.F. — — — — — — — — — — - LOT COVERACe, Zone ComertV -W, -1 Flag, RDOF am~ s2tbacks Required rpIr Actual +�Sides Front 7 to e" 7 1 i� �,T �,X ' QD Rear -7 "e" 10 Other Hei0t 20' 5 X5 In V) FOOM) DRAINS 0� TO BE TIED INT YST I DETENTION S M Legal D"cription: RESIDENCE 6AR,46E 04 GOV. AREAS ON! (0 14- ' n . TOTAL 0 C) IMPERVIOM AREAS (PROP05ED) RE51DEW-E OV OVERAHN&I.) DRIVE 4 KALK TOTAL 7.5' DRAINAGE EASEMENT 10'X10' POWER ESM'T 5000 S.-.JM;U:- FEET 1522 5W�4;U= FEET 6`15 SWARE FEET 204 SMr�.,RE FEET 2,4101 5GK)ARE FEET (30.296) 35% MAXI�" LOT C4VERA61E 2-153 5QUARE FEET 574 �:QUARE FEET 3bC1 SGUARE FEET (45.096) INATER & BEV�En INSPEGTIONS REO'D C&L 425-771-0,9%j E;k-T. .. EX. 15' ROAD —UTILITY ESMI (A.F. 860924niro)— ROOF PAR. PARCEL A: 0NAT01 Wmf- ad ALL THAT PORTION OF TRACT 17, SKELTON'S LAKE McALLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS. PAGE 21, RECORDS OF SNOHOMISH MATEPI& COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: SOR 35 BEGINNING AT A POINT 240.00 FEET SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 17; THENCE WESTERLY PARALLEL WITH SCH 40 THE NORTH LINE OF SAID TRACT 17 TO THE WEST BOUNDARY THEREOF, THENCE SOUTH ALONG SAID BOUNDARY 103.28 FEET, N-12 APPI-iOVED AS NOTED THENCE EAST PARALLEL WITH S41D NORTH LINE OF TRACT 17 TO A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS F810 HANCOR 6Y ENGINEERING 243.36 FrET UTH OF THE NORTHEAST RNER THEREOF, THENCE NORTHERLY 103 . 36 FEET TO THE POINT OF BEGINNING. PARCEL 13: ALL THAT POR77ON OF TRACT 17, SKELTON'S LAKE IvfcALLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNIX WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS 323.36 FEET SOUTH OF THE NORTHEAST CORNER THEREOF, THENCE SOUTH ALONG SAID LINE 20 FEET, THENCE WEST PARALLEL TO THE NORTH LINE OF SAJD TRACT TO THE WEST LINE THEREOF, THENCE NORTH ALONG SAID WEST LINE 20 FEET, THENCE EAST TO THE POINT OF BEGINNING. BOTH SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON zFzErp ,T101 I is L I PLAN". 3c)E�E3/-p ---- ------------ IIIIENT Y M N D&*: OWNER/CONTIRACT0.9 IS RESPONSIBLE FOR 00FIED Z_ e_��5uo R�ECEIVED NOV 18 2004 rakq�!' c4c_ S' ckk -_ 4�, KEI&HT CALCULATION A- qq.0' 8= qq.0, C qe'.O D= q5.0' — 3q4,0/4= qe's' AVERA6E &RAvE= qa.5, MAXIIAN f3t)ILDINC, HE16HT= 1235' ACTVAL BUILD11%, HEI&W= 122b (jog-er PROPOSE0 20' INGRESS, E & UTILITY EAS6 UD RECEIVED OCT1. 9 2004 PERMIT COUNTER PERMIT COUNTER,. , .�, e, . 9_F1_F==1_ 9 1 TM PL.AN SM &C74M*.0k1_ NIC"IM - '? I ", I- u IJI c ej 10. C_� 13 �r T_ Klu m 5N L 0. cl.to' 10-5-04 pa—:1'�. 'i.vfe CA-9 C'Voy--r-lz d -C-�+ I S UFACES TO BE MWE"b" NNIN 2 DAYS N89-29'03,,E 77.53 RPROVED By PLANNING EX. 20 x 90' DRAIN . ESM'T LOT 3 Zone —ELF Comer Al Fla 1 8,000 S.F Rath A- 10 1 U Front - qNiAtujveu 7 T" f— Actual t Sides -7 ae Rear 77f 10 1 Other Heip ,ht dL CN 20'Fb CN Iko FOOTING DRAINS 11,61 To BE TIED INTO DEfENTION SYSTEM E350 Legal Description: PARCEL A: ALL THAT PORTION OF TRACT 17, SKELTON'S LAKE MCALLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY� WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 240.00 FEET SOUTH OF THE NORTHEAST CORNER OF S41D TRACT 17, THENCE WESTERLY PARALLEL WITH THE NORTH UNE OF SAID TRACT 17 TO THE WEST BOUNDARY THEREOF, THENCE SOUTH ALONG SAJD BOUNDARY 103.28 FEET, THENCE EAST PARALLEL WITH SAID NORTH LINE OF TRACT 17 TO A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS 243.36 FEET SOUTH OF THE NORTHEAST CORNER THEREOF, THENCE NORTHERLY 103 . 36 FEET TO THE POINT OF BEGINNING. PARCEL B: ALL THAT PORTION OF TRACT 17, SKELTON'S LAKE MaALLEER 5 ACRE TR4CTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 17 WHICH IS 323.36 FEET SOUTH OF THE NORTHEAST CORNER THEREOF; THENCE SOUTH ALONG S41D LINE 20 rEET, THENCE WEST PARALLEL TO THE NORTH LINE OF S41D TRACT TO THE WEST LINE THEREOF THENCE NORTH ALONG SAID WEST LINE 20 FEET, THENCE EAST TO THE POINT OF BEGINNING. BOTH SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON ,T10I PLAN,' 5C;)-t�3E3,` I 4r --- -------- - COVEIPR ENTP-'r Tj 1\/E L Ij- - Ij -j ROM SDR 36 w9H 40 110-2 nit NANCOF1 SKELTON'S LAKE MCALEER 5. ACRE TRACTS ffOL. A PG. 2T) z . C) V) L 7.5' DRAINAGE EASEMENT 3 p 3-9-84 fh%.F. #04080330269 L.OT COVERA4,E, rCv1O5Ev1 RE51DENOE 0ARA&E GOV. AREAS IMPERVIOUS AIZFA�, (PROPOSED) RE-51DEW�E OW OVERAHNGS) DRIVE I WALK TOTAL ',W-I 5GUARE FEET (45.0%) WATER III SEVIER INSPECTIONS REOD Ph] I A i rt.-r 8000 SWARE FEET 1522 SQUARE FEET 6`15 SWARE FEET 204 SWARE FEET 2,41q SMAPE FEET (30.296) 35% MAXIHJH LOT COVERAGE APPROVED AS NOTED BY ENGLERIN Ak� LX4-1 Date: It ST R E FILE OR ISIRESPONSIBLE FOR AND DRAINAGE &e�- R dENVED E NOV 18 2004 PERMIT COUNTER n HEIGHT CALCAA_AnnN A- qq.ol 5. qq,0, r'= q5 '0' V= q5.01 — 5`14.0/4-- q5_51 AVER,46E GRAVE= q5.5, KAXIKH BUILDING HEIGHT= 1235, AC,TVAL EVII.V1145 HEIGHT= 122.6 -7� 4v rr-UL--).D _G & UTILITY EAS T pot RECEIV.ED \�A OCT.4.9 2004 PERMITCOUNTER 012 5 10 15 M q� u 9 1 TIE PL-AN 9MM OUNERAL NoTe5 0 Ct7 5 fix P. Pilchuck Contractors, Inc Job # 107021177 a. August 26, 2004 '3 Sheet 1/1 Roblnglisg a3SO13 HIMMIS MHOM I GVOH (13SO13 1 a 3a - inon iHSINi !/ ) I)j Y3W AVMV MCLL r--1 . r---1- 6'Sidewalk 0 0 b �2 SIDEWALK CLOSED Parking Area !+)a7p tq1'N1'd 3NION3 AS 0310N SV GgAoUddV LEGEND 28" TRAFFIC CONE WORK AREA M+ TRAFFIC,FLOW + 19 *1 U-i -;7 LU %0 2 I'l E-1 Notes: 1. All signs and spacing to conform to the MUTCD and City of Edmonds Control specs. 2. Channelizing devices are 28" traffic cones. 4. All signs are 48" x 48" B/O unless otherwise specified. 5. Alert affected residents and businesses. 6. Work area to be 19'W of C/L of 76th AVE W and 335' N of C/L of 234th ST SW ROAD WORK AHEAD CHANNELIZATION DEVICE SPACING MPH TAPER TANGENT. 50/70 40 80 35/45 30 60 25/30 20 40 SCALES IN 50' M C1 rC114 A — J_L —I-- 7.5' ROAD -UTILITY ESM'T PROPOSED TWIN SERVICE EX. 5/8" 323'N 1990 41' 21' T&T 41' CUT CAP LOCATION & TEST TIE EX. SERVICE TO NEW MAIN CROSS SECTION A -A NOT TO SCALE 60' R/W 30' 30' +6# 21.5 211.5' S /;—W PAVING PAVING I'S/W PROPOSED 2" GAS MAIN 19-W CA _'111r — I I co 60' R/Y E 0 M 2 PE CAP 342'N, 19'W CA. PROPOSED 2" MPE-IP MAIN 19'w CA FUSE TIE-IN 327'N, 19-W CA EX. 5/8" 324'N 1989 A 4 0; 234 ST SW - -I -(i- - 40' R/W STANDARD GAS CONSTRUCTION NOTES: I. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344 2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES. 3. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150-3200 TECHNIQUES FOR TEMPORARY EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. 4. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. USE ISI TO DISTRIBUTE FLYERS IF JOB IS LARGE. OTHERWISE HAND DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS INSTALLED OR REPLACED PER GAS OPERATING STANDARD 2550-1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE. 5. ANY CHANGE IN ROUTE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY PSE GAS ENGINEERING SERVICES. 6. COMPLETE mPIPE CONDITION REPORTm ON ALL EXPOSED EXISTING PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE BOX (TEST LEAD) INSTALLATION. 7. ACTIVE SERVICES DENOTED BY: 8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525-2500. 9. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD 2525-2600 FOR ALL HP VALVES IF THE LOCATION IS NOT REDILY ACCESSIBLE9 AND FOR ALL VALVES WHERE PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX - 10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS SHOWN ON THIS DESIGN UNLESS APPROVED BY PSE GAS ENGINEERING SERVICES. 11. SYSTEM MAOP DENOTED BY:I SYSTEM MTOP - _4.9L PSIG 12. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION. 13. GAUGE AND MONITOR USE OF ALL STOPPERS AND SQUEEZES TO ENSURE ADEQUATE FEED. (USE MANOMETER FOR LP SYSTEMS) 14- PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.34009 AND 2525-1200. 15. COORDINATE INSTALLATION WITH CORROSION CONTROL: N/A ----------------- PHONE ----- 14LA ----------- FITTER (Check Box if Complete) e WORK AREA LEFT IN CLEANISAFE CONDITION. o COMPLETE ALL PIPE TABLES AND GAS PRESSURE STAMP El FIELD CHANGES RED —LINED ON AS—BUILTS. E] MATERIAL VERIFIED AND CHANCES NOTED ON PAPERWORK. El ALL VALVE AND TIE—IN LOCA77ONS NOTED ON AS —BUILT. El NOTE BEGINNING OF MAIN, EOM,& LINE OF MAIN LOCATIONS. 11 SHOW ROPE LOCA71ONS & CUI.—DE—SAC RADIUS El Fitter's Signature Company DATE GAS MAIN INSTALLATION/RETIREM ENT TypeNVork Pipe Size Type Estimated Length Actual Length Manufacturer INSTALL 2" MPE 15' GA.; NIAIN PRESSURE &TEST! NG TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF TIME OFF TYPE TEST PRESSURE TESTED BY DATE ON TIME ON DATE OFF I ITIME OFF Design Press 60 ISYS MAOP 45 1 PROJECT PHASE NOTIF# ORDER# I SAP Superior Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter Service/Meter Relocate lRetirerrent X609293737 107021177 X%66211^1759 106136718 X629U.�177 X1054O9U5 109019791(T&I) Contractor. CONSTRUCTION COST CODES: 041-103-1 1 1 1 Project Manager Contact Information: PATTINESS CELL: 425-327-2783 pattl-nessepse-com REV# DATE BY DESCRIPTION 3 2 I COUNTY SECT SNO 5 1 /4 SEC OP MAP NE-31-27-04 166-068 UTIL ITIES1 CONTACTI PHONE#1 PUGET SOUND ENERGY DESIGNED BY PILCHUCK CONTRACTORS INC. SITE Vicinity Map WORK SITE k4T co I VT . 228�Tl] S SV/122811i IVA WA Owner / Developer Contact Info S & S JOINT VENTURE 902 6 AVE S EDMONDS, WA 98020 ATTN: RON DENADEL 425-344-1371 office CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES REAL ESTATE/EASEMENT PERMIT NOT REQUIRED EDMONDS FUNCTION CONTACT PHONE DATE PROJECT MGR PATTI NESS 206-4184237 JENGR - GAS- 1DRAWN BY PHUONG DAO 2064184218 8-21-04 CHECKED BY GAS WK CTR APPROVED BY MCINSEG CP APPROVAL PLAT MAP 166-069 PAPPING JOINT FACILITIES ARRANGEMENTS PATTI NESS PATTINESS 2" MPE-IP MAIN EXT. 23234 76 AVE W. EDMONDS, WA 98026 (S & S JOINT VENTURE) 206-4184237 F-g,0Y 206418-4237 SAP Superior Order: 107021177 w Rt Drawing Number N/A tn SCALE: �PAGE: 111 = 59 1/1 00 Q rl� I Hold Harmless Agreement: SKELTON'S LAKE M04A LEER OWNER, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP 2 INTEREST IN THESE LANDS, AND THE SUCCESSOR'S AND ASSIGNS OF OWNERS 5 ACRETRACTS OR OTHER PARTIES HAVING ANY SAID INrEREST, HEREBY AGREE THAT THIS CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY ff(OL. (3v PRO. 2T). AND ALL CLAIMS FOR DAMAGES FOR INjUNC71ON RELIEF WHICH MAY BE Approvals: OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS By REASON OF THE CONSTRUCTION, OPERATION AND MAINrENANCE OF THE APPROVED AND AUTHORIZED FOR RECORDING By THE CITY OF EDMONDS GE CAUSED DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMA' 3 PLANNING DIVISION BY_ SOLELY BY AN ACT OR OMISSION OF S4/0 CITY AND INJUNCRVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES THIS DAY OF 2004 HAVE NOW OR IN THE FUTURE By RE4SON OF THE CONSTRUCTIONS, C7— MAINTENANCE AND OPERATION OF S41D DRAINAGE SYSTEM APPROVED AND AUTHORIZED FOR W" DING 13Y Tqf-et7Y OF EDA40NDS z F 3-9-84 #040003026,9) ENGINEERING DIVISION BY— THIS_6�4 DAY 2004 DRAINAGE EASEMENT AA 184080JO268 WOOD FENCE X X — X — X — X X 7Z5J' EX. 20' x 90' DRAIN. ESM'T —90. 00, 7.5' DRAINAGE EASEMENT C", �N zo 3 8,00 7 S.F. �ICNI C, PAR. A N 0 IN 88.19' 20, 2 9,115 S.F. 8,001 S.F. (NET) EX. 15' ROAD —UTILITY ESM'T (A.F. 8609240159)—\ 10'X10' POW= ESM'T 15 PAR. 0 12,J5' S80.43:3� F-1 Lri 7Z40' 88.19, S8929'03 V Legal Description: PARCEL A: ALL THAT PORTION OF TRACT 17, SKELTON'S LAKE McALLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. BEGINNING AT A POINT 240.00 FEET SOUTH OF THE NORTHEAST CORNER OF S41D TRACT 17, THENCE WESTERLY PARALLEL WITH THE NORTH LINE OF S41D TRACT 17 TO THE WEST BOUNDARY THEREOF, THENCE SOUTH ALONG SAID BOUNDARY 83.28 FEET, THENCE EASTERLY PARALLEL TO THE NORTH BOUNDARY OF TRACT 17 TO THE EAST BOUNDARY OF S41D TRACT 17, THENCE NORTHERLY ALONG SAID EAST BOUNDARY 8J.36 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B. ALL THAT POR17ON OF TRACT 17, SKELTON'S LAKE McALLEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNT� WASHINGTON, DESCRIBED AS FOLLOWS, BEGINNING AT A POINT ON THE EAST LINE OF S41D TRACT 17 WHICH IS J2J.J6 FEET SOUTH OF THE NOR7HEAST CORNER THEREOF, THENCE SOUTH ALONG SAID LINE 20 FEET, THENCE WEST PARALLEL TO THE NORTH LINE OF S41D TRACT TO THE WEST LINE THEREOF, THENCE NORTH ALONG 5AID WEST LINE 20 FEET, THENCE EAST TO THE POINT OF BEGINNING, 60TH SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON RECORDER'S CERTIFICATE: CONFORMED COPY AT ------ 200407085177 1 PG "ECORDED IN 07-08-2004 01:19pm $85.00 SNOHOMISH COUNTY, WASHINGTON ;HINGTON MGR. S�PT OF RECORDS k" 1`00, C) LL: I k c) SPO 22-05 #860924015.9) _j -Notes: I. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHTS , EXCEPT FOR THE APPROVED MODIFICATION TO ALLOW 7HE EXISTING HOUSE ON LOT I TO REMAIN AT 6.7 FEET TO THE EASEMENT, INSTEAD OF THE REQUIRED Z5 FQOT SIDE (SOUTH) SETBACK. F THE HOUSE IS DESTROYED OR 7HE POR77ON WITHIN THE SETBACKS IS DEMOLISHED, OR FOR ANY PROPOSED ADDITIONS TO 7HE EXISTING HOUSE, ALL NEW CONS7RUCTION SHALL MEET THE REQUIRED Z5 FOOT SET84CK TO THE EASEMENT LINE. 2. COND177ONS OF APPROVAL MUST BE MET AND CAN BE FOUND IN THE FINAL APPROVAL FOR THE SHORT SUBDIVISION LOCATED IN FILE 5-04-22 IN THE C17Y OF EDMONDS PLANNING DIVISION. Equipment 4 Procedure: LOCA TO 1010, 3 SECOND TOTAL STATION FOR FIELD TRAVtRSE MONUMENTS VISITED 1210J PRECISION EXCEEDS STATE STANDARDS. SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE RE- QUIREMENTS OF THE SURVEY RECORJN�& A'r THERf- QUEST OF7_j_A_Sjk__M'_t-_V,(kn!L�r 2nn 'to" �_IN_j lJ7.64' X X - 303.J5, V 14,223 S. F. EX. HSE. 12,516 S.F. (NET) N. LINE TRACT 17_� C3 14- CN X — X — '�' UTILITY__j iA'SEMENT I I Lo 20' INGRESS, EGRE�S & UTILITY EASEMENT TO BENEFIT LOTS 1, 2 & 3 N - N89-29'O.J"E 10, cl� 1J7.58 JOJ. 17' Perldratioa of 5ubdivision Covenants: rmurr ALL Mr-fV (MIOUJV,�/ aff JHt_)t t-KLbLfVj�j JHAJ, Wt /Ht UNDERSIGNED, ff"MING AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS DECLARATION HEREBY DECLARE THIS PLAT AND CONVEY TO THE LOTS A PERPETUAL EASEMENT FOR INGRESS AND EGRESS, AND UTILIFIES OVER, UNDER AND ON ALL PRIVATE STREETS, AVENUES, AND PLACES AS SHOWN ON THE PLAT, AND HEREBY DECLARE AND GRANT EASEMENTS TO ANY WATER, SEWER, ELECTRIO, TELEPHONE, rELEVISION CABL& 6AS OR OTHER UTILITIES AS SHOWN ON THE PLAT PROVIDING SERVICE TO THIS SUBDIVISION OR OTHER PROPERTY ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUT3 AND FILLS UPON LOTS, BLOdKS, TRACTS; ETC SHOWN ON THIS PLAT IN 7HE REASONABLE ORIGINAL GRADING OF AL1 L THE PPAIATE STREETS, AVENUES, PLACES, ETC, SHOWN HEREON. ALSO, THE RIGHT T6 DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR L07S WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BF DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PRIVATE ROAD RIGHTS-OF-11AY TO HAMPER PROPER R040 DRAINAGE. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERT5 OR DRAINS OR REROUTING THEREO� ACROSS ANY LOT As MAY BE UNDERTAKEN BY OR FOR THE OWNER OF AW LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER AND SHALL BE DONI� IN ACCORDANCE WITH ANY PERMIT5 NEEDED FROM 7HE REGULA17NG GOVERNMENT AGEN','Y(S). IN WITNESS WHER�OF, HE SET OUR HANDS AND S54LS THIS DAY OF`1�1�, 2004. EX 3 " BRASS DISK IN �ONC. ((.7ASED) VISIT-ED 12103 Leggnd: + EXISTING MONU ENT (AS SHOWN) (C) &CULATED D�FA (P) PLAT DAM (M) MEASURED DATA @) SET RE-BARICAP L.S. IJ0442 4� Basis of Aearihq: Joint Access Easement Maintenance Agreement: MAINTENANCE, OPERATION, REPAIR, ANDIOR RECONSTRUCTION, AS INTENDED IN THIS DECLARATION, APPLY TO ALL NECESSARY MATERIALS AND LABOR REQUIRED To MAINTAIN A STABLE AND US48LE ROAD SURFACE FOR INGRESS AND EGRESS OF S41D JOINT ACCESS SHOWN ON THIS PLAT AND IDEN77FIED ABOVE., THE COST OF SAID MAINTENANCE, OPER4770q AND REPAIR ANDIOR RECONSTRUC77ON SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS 1, 2 AND J, THIS SHORT SUBDIWSION. G. 0"WA� co 44 C11 L ES 2 25/06 T Acknowledgments: STATE 0 COUNTY OF__�,�) f CERTIFY THAT I KNOW OR HAVE SATISFACTORY EvIDENCE THAT _Mbty� d14WpUW (MAbili SIGNED THIS INSTRUMEd AND ACKNOWLEDGED IT TO BE (HISIHER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES EN ONED N I INSTRU T M 77 1 7H$ MEN AND S41D PERSON ACKNOWLEGED THAT HE SIGNED THIS INSTRUMENT, AND ON OATH SrATED THAT HE WAS AUTHORIZED to EXCECUTE THE INSTRUMENT AND ACKNOWLEGED IT AS THE — DID AW __ nF. :8M Auk 6.%, iA � TO BE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INS7RUMENT S�GNA TURE OF ,\,SS 1 UN W4- — _&� 234th St. 5. "Mrow --"-v ALBERT ANTHONY CEPAULI W -11(okel tAOTAI:?�, EX. J" BRASS AftP%1NIMtNT EXPIRES 5 he plz,XIN CONC. CASE u)� PUBLIC VISITED 12103 7��,�, 5-6-2005 0 S.E. 114, N.E. 114, SEC. 31� T RGE. 4 E. W.M. The West Group, Inc. Professional Land Surveyors & Planners 2120—Ifewitt Ave. 425-252-708(8 Oflice Everett, Wa. 98,901 425-252-7403 Fax Short Subdivision' for S & S Joint Venture DRAWN BY. DATE: JOB NO: D. G. W. Jr. 6123104 2003-51 CHECKED BY. SCALE: SHEETIOF. D. G. W. Jr. 1 20' 1 1/ RECEIV JUL - 9 20( PERMIT COUN' 20' INGRESS, EGRE�S & UTILITY EASEMENT TO BENEFIT LOTS 1, 2 & 3 N - N89-29'O.J"E 10, cl� 1J7.58 JOJ. 17' Perldratioa of 5ubdivision Covenants: rmurr ALL Mr-fV (MIOUJV,�/ aff JHt_)t t-KLbLfVj�j JHAJ, Wt /Ht UNDERSIGNED, ff"MING AN INTEREST IN THE REAL PROPERTY DESCRIBED BY THIS DECLARATION HEREBY DECLARE THIS PLAT AND CONVEY TO THE LOTS A PERPETUAL EASEMENT FOR INGRESS AND EGRESS, AND UTILIFIES OVER, UNDER AND ON ALL PRIVATE STREETS, AVENUES, AND PLACES AS SHOWN ON THE PLAT, AND HEREBY DECLARE AND GRANT EASEMENTS TO ANY WATER, SEWER, ELECTRIO, TELEPHONE, rELEVISION CABL& 6AS OR OTHER UTILITIES AS SHOWN ON THE PLAT PROVIDING SERVICE TO THIS SUBDIVISION OR OTHER PROPERTY ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUT3 AND FILLS UPON LOTS, BLOdKS, TRACTS; ETC SHOWN ON THIS PLAT IN 7HE REASONABLE ORIGINAL GRADING OF AL1 L THE PPAIATE STREETS, AVENUES, PLACES, ETC, SHOWN HEREON. ALSO, THE RIGHT T6 DRAIN ALL STREETS OVER AND ACROSS ANY LOT OR L07S WHERE WATER MIGHT TAKE A NATURAL COURSE AFTER THE STREET OR STREETS ARE GRADED. FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON, NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BF DIVERTED OR BLOCKED FROM THEIR NATURAL COURSE SO AS TO DISCHARGE UPON ANY PRIVATE ROAD RIGHTS-OF-11AY TO HAMPER PROPER R040 DRAINAGE. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERT5 OR DRAINS OR REROUTING THEREO� ACROSS ANY LOT As MAY BE UNDERTAKEN BY OR FOR THE OWNER OF AW LOT SHALL BE DONE BY AND AT THE EXPENSE OF SUCH OWNER AND SHALL BE DONI� IN ACCORDANCE WITH ANY PERMIT5 NEEDED FROM 7HE REGULA17NG GOVERNMENT AGEN','Y(S). IN WITNESS WHER�OF, HE SET OUR HANDS AND S54LS THIS DAY OF`1�1�, 2004. EX 3 " BRASS DISK IN �ONC. ((.7ASED) VISIT-ED 12103 Leggnd: + EXISTING MONU ENT (AS SHOWN) (C) &CULATED D�FA (P) PLAT DAM (M) MEASURED DATA @) SET RE-BARICAP L.S. IJ0442 4� Basis of Aearihq: Joint Access Easement Maintenance Agreement: MAINTENANCE, OPERATION, REPAIR, ANDIOR RECONSTRUCTION, AS INTENDED IN THIS DECLARATION, APPLY TO ALL NECESSARY MATERIALS AND LABOR REQUIRED To MAINTAIN A STABLE AND US48LE ROAD SURFACE FOR INGRESS AND EGRESS OF S41D JOINT ACCESS SHOWN ON THIS PLAT AND IDEN77FIED ABOVE., THE COST OF SAID MAINTENANCE, OPER4770q AND REPAIR ANDIOR RECONSTRUC77ON SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS 1, 2 AND J, THIS SHORT SUBDIWSION. G. 0"WA� co 44 C11 L ES 2 25/06 T Acknowledgments: STATE 0 COUNTY OF__�,�) f CERTIFY THAT I KNOW OR HAVE SATISFACTORY EvIDENCE THAT _Mbty� d14WpUW (MAbili SIGNED THIS INSTRUMEd AND ACKNOWLEDGED IT TO BE (HISIHER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES EN ONED N I INSTRU T M 77 1 7H$ MEN AND S41D PERSON ACKNOWLEGED THAT HE SIGNED THIS INSTRUMENT, AND ON OATH SrATED THAT HE WAS AUTHORIZED to EXCECUTE THE INSTRUMENT AND ACKNOWLEGED IT AS THE — DID AW __ nF. :8M Auk 6.%, iA � TO BE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INS7RUMENT S�GNA TURE OF ,\,SS 1 UN W4- — _&� 234th St. 5. "Mrow --"-v ALBERT ANTHONY CEPAULI W -11(okel tAOTAI:?�, EX. J" BRASS AftP%1NIMtNT EXPIRES 5 he plz,XIN CONC. CASE u)� PUBLIC VISITED 12103 7��,�, 5-6-2005 0 S.E. 114, N.E. 114, SEC. 31� T RGE. 4 E. W.M. The West Group, Inc. Professional Land Surveyors & Planners 2120—Ifewitt Ave. 425-252-708(8 Oflice Everett, Wa. 98,901 425-252-7403 Fax Short Subdivision' for S & S Joint Venture DRAWN BY. DATE: JOB NO: D. G. W. Jr. 6123104 2003-51 CHECKED BY. SCALE: SHEETIOF. D. G. W. Jr. 1 20' 1 1/ RECEIV JUL - 9 20( PERMIT COUN'