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10507 235TH PL SW.PDFiiiiiiiiiiiiii 16128 10507 235TH PL SW TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver 0 Study Required Waiver DISCRETIONARY PERMIT DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATE D: L71-- 1I I-T SCALED PLOT PLAN DATED: N-L— v v 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: LATEMPOSTsTormASuret File Checklist.doc FROM : LIHUDIS PROPERTIES PHONE NO. : 206+361+2600 APR-I?-2000 15:21 ITY OF EDMONDS Ly_ V. NW COR. g0ARO FENCE O & W. END Cf" WIRE F VdCE 9jw 1.2' W. OF t _ 8NOR11 CUR N � Apr. 18 2000 10:46AM P2 . 4c'ff1YJ1 r.ueiuz r (,,w N 1 I l0 I i ' 6012.32 SO IFT .�10 r5R—CY > >4 @ ' wl a>pasEb it I W 1 � N � I SOUTH END OF BOARD FEND 2.6' WEST OF PROP. LINE. p .a '0' UTILITtes EASMENT 'rO BE (3RANTEO TO THE CITY OF EDNONOS. NW COP. W1 t -- WIRE F'E LE Af,' LS POIN 2' CONC. ' it \_5w CQR. CON' END wRE FD w T AREA 7 CITY, of 0f EXP OF WA`. CO ..1 --,- �/C'MT'&F—WA' N Mvi slw 2J5th PL. S.W. (ROBBERS ROOST RDA SOUTH LINE OF TWE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SEC. 36, TWP. 27N.. AGE. X. i, ' NUMBER DWC110N L1 IN 79'34 £ L2 N UM9-16- w L3 N Q1'29 ,a E TOTAL P.02 � PLANNwG DATA NAME: SITE ADDRESS: Lo( � ��DATE: LP (OU ZONING:_'. 15� ,A, ff PLAN CHK#:� PROJECT DESCRIPTION: Iv&Wi CORNER LOT Iv (Yes1No) FLAG LOT (Yes/No) SETBACKS: Required Setbacks: Front:V6 —Left Side: �� # ctua Se cl �Rlght Side:- 7 � Rear: , Front: / Left Side: 7— 19 d Right Side: 7r� Rear: Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N) LOT COVERAGE: o� Maximum Allowed. `6 U Actual: o BUILDING HEIGHT: Maximum Allowed: Actual Height: Datum Point:/,�1�1� _ /_A W /rh .7_54�_�_Datum Elevation: Q A.D.U. CREATED?: SUBDIVISION:_' //� " 6 1S �a CRITICAL AREAS SEPA DETERMINATION: LOT AREA: ; OT Plan Review By: C1A1fS%P= fe,0wadadw np/DST's/MasterLetters/*Performance02/01 • _ram CITY OF E D M O N D S GARY HAAKENSON ' 121 5TH AVENUE NORTH • EDMONDS, WA 9.8020 • (425) 771-0220 • FAX (425) 771.0221 MAYOR DEVELOPMENT SERVICES DEPARTMENT jnPlanning • Building • Engineering c.189 February 22, 2001 Jake W. Murphree Indemnity Company of California 9725 3rd Ave NE #602 Seattle, WA 98115 RE: Landscape Performance Bond for Lihudis Properties, Inc. Bond: # 851699S Site: 10509/10507 2351h Pl. SW The City of Edmonds hereby authorizes the release of the remaining balance of $7500.00 from the above referenced account. All interested City departments have approved this release. Thank you, lj� Jena Brooks Permit Coordinator Cc: Lihudis Properties Inc. Street File Chron File ° incor oro�ed uc,�,st J 1 ` 80r} it `�• - - SITE ISPROVEMENT BOND RELEAO FORM TO: PERMIT COORDINATOR, BUILDING DIVISION FROM: ENGINEERING INSPECTOR DATE: 2-%-01, LEASE If PLANNING DIVISION PLEASE SIGN DATE SENT TO: DUE BACK: RECEIVED: ************************************************************************************ PERMIT# ADB# PROJECT SITE ADDRESS OWNER: TYPE OF BOND TO BE RELEASED $ BOND DATE POSTED BOND EXPIRES Please field inspect at your earliest convenience for the release of the subject bond. If there are outstanding requirements, please note in the space provided. Failure to respond by the noted bond expiration date constitutes Department approval and automatic release of the bond. It is each Department's responsibility to contact the developer/owner when outstanding issues prevent the release of the bond. Please copy the Permit Coordinator on all City correspondence sent regarding this bond. BOND IS APPROVED FOR RELEASE BOND IS NOT APPROVED - OUTSTANDING REQUIREMENTS NOTED 1. 2. 3. WORK TO BE COMPLETED WITHIN DAYS SUSPENSE TO COPY TO FILE COPY TO DEVELOPER/CONTRACTOR Ltemp:b1dg;forms;bondre19/00 JRN-IJ-�200b 15:;:!b fnc,189", L1 I UI- LVr JNU5 4257710221 P.01/03 craw iauuu a win • Bond Due To Exp' Bond Number 851699 S CITY OF EDMONDS 121 aTH AVENUE NORTH - EDMONDS, WA 88020 - (425) 771.0220 • FAX (425) 771,0221 DEVELOPMENT SERVICES DEPARTMENT Planning • Building - Engineering : 8 : ►� ♦ y' �.1 ►II /; 1 ►II r► C 1 lit' : �� 0 �'1 Edmonds Building Permit Nof' Project Address / D 5 0 ") Z 3: 1 V% Z w WMER,EAS, L-INUpIs Pgbeg2T &;:hereinafter referred to as "the Principal",'has applied the City of onds, hereinafter referred to as "the City", to construct the project known i 25 KODSon a site located at 1 drj o 9 23 S `` S t- within the City of Edmonds, and WHEREAS the City approved the requested action and, WHEREAS, the approval granted by the City and the provisions of the Edmonds Development Code require certain improvements to be made in connection with construction of the project, and whereas the improvements are shown on the approved site plan and other required plans and are further defined by the conditions identified in the City file, NOW, THEREFORE, the undersigned Principal and bonding company.Indemnity * a corporation authorized to transr ict surety business in the State of Washington, hereinafter referred to as "the Surety", agree and bind themselves, their heirs, executors. administrators and assigns, unto the City in the sum of _<e/E►J 1140US . F�l N/E 35M __ —_ -,I lawful money of the United States, according to the following terms and conditions: *Company of California 1) If the Principal does not complete all improvements required by the above -referenced conditions, plans, and file within months (not to exceed 24 months), then the Surety shall, upon the demand of the City, remit to the City within ten (10) days of receipt of said demand the amount of this bond or such lesser amount as may be specified in the demand 2) In the event the Principal fails to complete all of the above referenced improvements within the time period specified by the City, its employees and agents shall have the right at their sole election to enter onto said property described above for the purpose of completing the improvements. This provision shall not be construed as creating an obligation on the part of the City or its representatives to complete such improvements. 3) In the event any lawsuit is instituted by the City of Edmonds, the Principal or the Surety to enfbree the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such litigation shall be entity 'to recover from the losing party its costs, including reasonable attorneys' fees, incurred as a result of such lawsuit. IN J HN-L.3-o;VaWV 1;7 V 1 i i ur mvr uiVJa 4G1 r riuedi V. ladlM5 City of Edmonds Performance Bond Bonding Company Page Two 4) This bond shall remain in full force and effect until the obligations secured hereby have been fully performed and a bond guaranteeing maintenance of all improvements for a period of two (2) years from acceptance has been submitted to the City in an amount to be determined by the City, of the cost of the improvements and in a form suitable to the City, and until released is writing by the City at the request of the Surety or the Principal upon expiration of the period specified in the above Paragraph. DATED this t,4 41- day of uA' 1 od Indemnity Company of California . Bonding Come D cloperJ Officer/Title Jake W. Murphree, Title Attorney -in -Fact Mai ling A,d�86 9725'- 3rd Ave NE 4�602• � gOx g�OZ �0�' WA Seattle, WA 98115 I�ailingAddress 9$02g Bored Number (206) 5 25-8 201 Telephone Number 851699S Bond Accepted by Development Services Technician Date STATE OF WASHINGTON ) ) as. COUNTY OF King ) On this . 18th day of January 2000 before me the under -signed, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jake W. Mur hree to rue known to be tine and of Indemnity; * corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the teal affixed is the corporate seal of said corporation. *Company of California , S my hand and seal hereto affixed the day and year first above written, qF NO? Y PUB ' r the>�,:•,., .♦,.,,,,�q�, N ` y,, sVON """ SO Ste of Washington, residing at „ ��\µ' 7 fiq"; O . L1=-b1de:fonnmi1a2l99 op *OTARI" m e 2 • 'PUB LIC JAN-13-2000 15:28 CITY OF EDMONDS 4257710221 P.03/03 City of Edmonds Performanoe Bond Bonding Compmay Page Three STATE OF WASBaNGTON ) ) ss. COUNTY OF . On this / 4 4*"' , day of -)-ovo , before me, the under -signed, a Notary Public in and for the State of Washington, y commissioned and sworn, personally appeared Ito me known to be the h of mac, the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed #' said partnership, for the uses and purposes therein mentioned, and on oath stated tha as authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. Y P LIC in and for the State of Washington, residing at 1 ,,,p11111/I0 t. �tMENT'' • �'o e � Qa�NOTAR yA�u,': Ze: _GD 0 9PUBLO� Op WASH.. •''�•,.,.... TOTAL P.03 �POWER OF -ATTORNEY OF EMNITY COMPANY OF CALIFORA AND -DEVELOPERS. INSURANCE COMPANY P.O. BOX 19725, IRVINE;'CA 92623. • (949) 263-3300 N 2 . 0 54556 NOTICE: 1. All power and authority herein granted shall in any event terminate on the 31 st day of March, 2002. 2.. This Power of Attorney is void if altered or if any, portion is erased. 3. This Power'of Attorney is void unless the seal -is readable, the text is in brown ink, the signatures are in blue ink and this notice is in blue ink. 4. This Power of Attorney should not be returned to the Attorney(s)-In-Fact, but should remain a permanent part of the obligee's records. KNOW ALL MEN BY THESE PRESENTS; that except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severally, but not jointly, hereby make, constitute and appoint ***Jake W. Murphree, Karen L. Staffanson, Mary -Thomas, Kenneth D.TThompson, jointly or severally*** the true.and lawful Attorney(s)-In- Fact, to make, execute, deliverand acknowledge, for and -on behalf, of said corporations as sureties,bonds, undertakings and contracts of suretyship: in an amount not exceeding Ten Million Dollars ($10,000,000)*in any single undertaking; giving and granting unto said Attorney(s)-In-Fact full power and authority to do and to perform , every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of. substitution and revocation; and all of the acts of said At;orney(s)-In-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and.is signed by facsimile.under and.by authority of the following resolutions adopted by the respective Board of Directors of INDEMNITY COMPANY OF, CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24, 1986: . RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporations be, and that each -of them hereby is, authorized to execute.Powers of Attorney, qualifying the attorney(s).named in the Powers of Attorney to execute, on behalf of the corporations,' bonds, undertakings and contracts of suretyship; and -that the Secretary• or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures. of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship'to which it is attached: IN WITNESS WHEREOF, INDEMNITY COMPANY.OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY.have severally caused these presents to be signed.by their respective Presidents and attested by their respective Secretaries this 22nd day of December, 1998. INDEMNITY COMPANY OF CALIFORNIA DEVELOPERS INSURANCE COMPANY By V By U Dan14 F. Vincenti, Jr. Dante' 'incenti, Jr. President V?ANY, PrUsident \\tSUR4 ~Gp0 POq, 9 Q�Q4 PPo 4,c0 . OCT. ? o . ATTEST =MAR.27 1967 w 8 1979 /FOPN�P �'y0 4�IF0a� �K By * By Walter Crowell Walter Crowell' Secretary. Secretary STATE OF CALIFORNIA ) ) SS. COUNTY OF ORANGE ) On December 22, 1998,"before me, C. Hollister, personally appeared Dante F. Vincenti, Jr.. and Walter Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed -the instrument. WITNESS y hand and official seal., t. C. HOLLISTER Signature ` 0emy COMM. q, .1192615 1 �Notary Public -California ORANGECOUNTY Comm. Expires AUG. 11, 2002 6. CERTIFICATE The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA, and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby. certify that the foregoing and attached Power of Attorney remains in full force and:has. not -been revoked; and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Powerof Attorney,,are in-forr_•e as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this • f b day �`�'�.y "X)Cp INDEMNITY COMPANY OF CALIFORNIA 43EVELOPERS INSURANCE.COMPANY %G�51YP O Y O° ` 5\WS URq Y BY z` T BPo OCT 5 y — MAR: 27 O William T Sfierer William T. Sherer 1979 a Senior Vice President Phi 4FO�N�P� . Senior Vice President mo q<1cOP�r ID-314 REV. (12/98) 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). t .�:r !'r ,''1' f , t ",'d -. Cv,r•-•'q vp+' .,i 1 '.tr.v�n:. ,.r';; 1-r'""n N .,„ C , i. v t i•,' ""T1!¢ '� t. �( r L411 r�rft°Sh,':. t •1`!r � iaii� RECEIVED .. i' ;.r ', ,+ ,!TE ;1 �:•:.:.� �" 1.' y , "PERMIT EXPI x, ON�' CITY`0F EDMS' ioNE PERMIT y1 %� ,� — NUMBER CONSTRUCTION PERMIT APPLICATION' JOB, SUITE/AiT» :. ADDRESS OWNE NAME/NAME OF BUSINESS,. ,. •., " PLAY NAME/SUBDIVISION NO. LOT,N(t? LID NO ' - W MAILING ADDRESS F + :suO r'•` L. E $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP ' ad RW Permit RW Pes Requ ked 3 Street We PermN RWcWsO CITY ZIP A TELEPHONE EXISTING PROPOSED REQUIRED DEDICATION " FT InepeMbh Requk¢d. „ Stlewalk Rquireddr�,p . Undergrou d /p/��/ )v �!t/ V�"'fN,i r Wiring required, NAME ;-, .. ` ETER SIZE % LINE;SIZE NO.OF-FIXTURES , PRV EQUIRED . YES NO ❑ c7 ¢ ADDRESS. ,,REMARKS,. OWNER/CgNTRACTOR,RESPONSIBLE FOR EROSION,CONTROUDRAINAGE ydC Z w Ir�F ,'� ITY 1 P C Z .. ... T ELEPH NE O r S ri7 /✓ i1/Ab lam', • NAME ' d : NIG ENGINEERING ¢ REVIEWED/DAT II AODR SS V FIRE REVIEWED BY DATE CITY ZIP TELEPHONE STATE LICENSE NUMBER EXPIRA ION DATE . bHEC D BY . OR CU', r SHQRELINE ORYADBN�� ,,.. „11 INSPECTION BOND D 'VARIANCE YES NO. ' SEPA'REVIEW COMPLETE EXEMPT, SIGN AREA ALLOWED PROPOSED HEIGHT' .11 ALLOWED PROPOSED jC PROPERTY TAX ACCOUNTPARCEL NO: Lu I EXP,� NEW RESIDENTIAL PLUMBING / MECH LOT CbVERAGE , ALLOWED 'PROPOSED REQUIRED SETBACKS ( ):: FRONT SIDE READ P4&6SED SETBACKS FT) FRONT U SIDE REAR ' O ❑ COMMERCIAL COMPLIANCE OR /`J 7� .�/ ,� 71 ADDITION ❑ q ;CHANGE OF USE I • Z PARKING. REO'D, PROVID� . LOT AREA„ P R EWED'BY. DATE, lix ❑ REMODEL, © APARTMENT ❑ SIGN . REPAIR.: I FENCEPI ffLoO'AJL / OTHER ❑ DEMOLISH ❑'' •TANK ❑ o GARAGE ❑ RET NING WALL : ❑ �I CARPORT. RENE AL I= (TYPE F USE BUSINESS OR ACTIVITY) EXPLAIN CHECKED$Y T P CO STRUCTION E OCC),(PANT' , ¢ V GROUP o NUMBER NUMBER OF CRITICAL r SPECIAL INSPECTOR AREA OCCUPANT OF DWELLING / AREAS.. O .STORIES UNITS, NUMBER �2� ,' REQUIRED a YES LOAD .: DESCRIBE WORK TO BE DONE ,.. REMARKS''.. , '. L`; PROGRESS `OS�FINAL' t7 o INSPEGTIONS•Pi� UBC' IMSPE0TION,REQ'D • i IF I VALUATION . FEE PLAN CHECK FEE r HEAT SOURCE GLAZIN `%' LOT OPE ° ' BUILDING ' PLAN CHECK NO: VESTED DATE • ' • PLUMBING' (`� MECHANICAL ' THIS. PERMIT' AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS: WORK TO BE DONE ON PRIVATE PRbPERTY ONLY. ANY CONSTRUCTION ON THE P,UBI.IC i DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES; ETC.) WILL REQUIRE GRADING/FILL l V J SEPARATE PERMISSION. f• ' ¢ STATE SURCHARGE to PERMIT' APPLICATIONr.180 DAYS `180 Q. PERMIT LIMIT: I YEAR --PROVIDED WORK, IS STARTED. WITHIN DAYS ENG. REVIEW FEE5 . SEE OF PINK PERMIT FOR / BACK MORE,INFORMATION rn EKG. INSPECTION' FEE '. y . 'APPLICANT, ON BEHALF OF HIS OWHER SPOUSE; HEIRS, ASSIGNS AND SUCCESORS .on W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE,CITY OF . C' i EDMONDS, WASHINGTON, ITS OFFICIALS: EMPLOYEES, AND AGENTS FROM• ANY AND: I^EE 5 ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIfr p PLAN CHECK DEPOSIT _ •� p �,� DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOFANY CITY ORDINANCE, ' J ` Wow = NOR LIMIT IN ANYWAY THE CITY'SABILITY TOENFORCE ANY,ORDINANCEPROVISION.', RECEIP TOTAL AMOUNT DUE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THEINFORMATION, ' 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 CONSTRUC-.' CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON' WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION THE LABOR CODE OF THE STATE OF •WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. ! WOOKMEN'S CO PENSATIO SURANCE AND RCW 18.27. SIGNAT O N R GE - DATE SIG D. (425) OFFICI SIG TORE DATE 771-0220 RE BY 6ATE TTENTION. EXT 333 S IT IS UNLAWFUL TO US OR OCCUPY A BUILDING OR STRUCTURE UNTIL.: 771-0221 /Ou A FINAL' INSPECTION HAS BEEN MADE. AND APPROVAL OR .A ,CERTIFI- ORIGINAL -FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC'SECTION .109.. `'FAX PINK - OWNER • GOLD ASSESSOR - NOTE: ROOF DRAINS SHALL NOT BE PIPED INTO FOOTING DRAINS. FOOTING DRAINS SMALL NOT BE CONNECTED INTO THE DOWNSPOUT INFILTRATION SYS`EMS. U� 10 i �..� r r r 1 1 .4"O o. .Y� 195.5 4 "6 Fv C S = Z_o "n.ISTAA t.-t- ' D\Jq -0 fG) ZE 19 S. l l:o Zt..ISiAu- � Si. n Lz-R N-n old T2Et.1C � CS E4-1-)5 �> Q t_ J N 1-� P2o-FOSE� QES M Qrl L Cm S=Z.odi'o / /N� Zg L-V A"' r5 17J C S 3.1- `Pa f.,lAi�"F��G•� Ll Z i•cs-rv► LL 4 4 L-r l iJ F i L-Tf ATi C� rJ -Mf-=tjc 5� V- N0, Q f_2 I rE- 194.Z4 5' ►g' I. c.w "A*PJr /S q�. - 59 A" & vvc- � CoLL_E C-ra 2 . o'70 �ES ti�1= CE Vl IZl.C:)l CONTACT: LIIIUDIS PROPERTIES P.O. BOX 70311 SEATTLE, WA. 98107 TEL: 425-402-4141 SE CIO a C Cat-1_e,__-MC 41 C-o. i= 194:10 Z-1 L-F- I y "� PJC i�LA-17E- 191. S SE 195.3 'rt 4 yhk{'1� 4s�`3s,ftt'1ll 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 FOOD DRIVE AND ROBBERS ROOST ROAD. ELEVATION = 208.17 DATUM: ASSUMED DRAINAGE NOTES: 1. All construction and materials shall conform to the Cityy 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. Win bn•eh ou"W1 fen« 3. Pipe bedding and backflll: 1ii°eFor PolyVinyl Chloride (PVC), Corrugated PolyEthyleno (CPE) pipe and other flexible pipe, bedding material F* shall conform to Section 903.16 Bed Ina Material for Flexible Pipe per the Standard So-ecifications. Crushed rock conforming to Section 9-03.9(3), "Crushed surfacing - Top Course" of the Standard Specifications , may be used as bedding for pipes. i CivJrrY MNP •„i �a aH ai � 00` M Y III 13 . P.- W UND t o t5« RESERVE nett �,6 Fto� S irt" w POINT LLS rr ?ATN n 2M I I (�SST (�IEh! 2l4m 11AW II N11x, o 0 F*w f•wfe rn•ssrf•I in contkwous rolls; U" •topf" or win rin•s 10 •n•ch fabric to win Wtn ms•ft surybert fame for all fMm fabr{es ;;.4 Excavated material may be used as pipe bedding when it irevf2ie wedw� M.r.r - "� �► I p Y•ok11f1 w eemy«MI -..� � CV awY hNteen el fes•r rb,sn•rl•1 , has been demonstrated by the Developer to meet In a' 12' *•^•h n•sw sefl « lsrees.r r gradation and compaction requirements. t° '"""� ""'""'""""``""'`""""`""" �' by toed eevsrn�+•nt N j Trench backflil shall conform to Section 9-03.14 Gravel in 8 bybot12 of nch tx.s.rl•i -- a ' Min. i Borrow of the Standard Specifications. Excavate- •' °� •'r 12 'r"'°h I 6'Max. material may be used as trench backfill when it has :- rY 2- w.e� •«w..w,4r� e. I!ltMr 1'-- I' by 2' wood ►°"'• •""�•'� or r.n.. been demonstrated by the Contractor to meet gradation K •'"`"` u 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 rilter rabric rence Detail (rigure II-S.le) r 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 5. 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 *hall be excavated approximately 8 inches wide and 12 inches deep structures. along the line of posts and upslope from the barrier. The trench shall be .4 '%d6,pv Not to Scale TITEiJ i r Observation Well 6" Perforated Pipe f V 1 11 1 i tl Infiltration Trench PROFILE VIEW nts Observation Well A Sheet Cover Materiil WTI- V min. constructed to follow the contour. d. When alit film filter fabric is used, a wire mash support fence shall be fastened securely to the upolope side of the posts using heavy-duty wire staples at least 1 inch long, tie wire* or hog rings. The wire shall extend into the trench a minimum of 4 inch.■ and shall not extend more than 36 inches Roof drain above the original ground murfacs. e. Slit film filter fabric ahhll be wired to the fence, and 20 inches of the 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 "ah 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 wh*n 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 forma lid a more continuous contact with the trench below, and use of native materials solid cuts down on the number of trips that must b* 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 between the fabric and th..trench bottom to prevent undercutting. ^ "r' 4 h. Filter fabric fences shall be removed when they have served their useful purpose, but not b*fore the upslope area has been permanently stabilized. Retained sediment must be removed and properly disposed of, or mulched and seeded. Overflow - Z S t r_T FCO C E -D CT'A1 L_ Splash block ;.d ail i 1.CDA lr i9S p•t CONSTRUCTION SEQUENCE: 1 L•vd _ . ' 1' rain. - Fine ash I S. min i ` •, � 1. Attend the pre -construction meeting. screen -t '4 f' =E �o" 194. tZ l.tr.l CB Sump with A 6" Perforated Pipe Solid Ud • �i ' • / • . 2. Install filter fabric fence. (CPEP single wall acceptable) r••`r��y�, /93' 'SEL'CiGa.) J I t r 3. Install rock construction entrance. LLB' 10' min. Z 4. Clear entire site (grubbing, rough grading). Observation Well ""i-�I=j•JL1i� ��,t-np� S. Begin construction. Iw/mate) cep & lock) E_ST,` L._ -r' 6. Hydroseed, mulch and stabilize exposed areas according to _ - Compact 8ackfill - - a"-s' PVC Pipe _ bwq.' r 6" Perforated Pipe City of Edmonds guidelines as needed. (perforated) :' .. .. � 7. If the construction period lies between Nov. 1 and Mar. 31 Wrap Trench Entirely With �, Washed rock 3'." - t'h" L}.r}' all project areas larger than 5000 square feet are to be Filter Fabric + SECTION covered. ale Not to Scala --�- . Z' a. Install utilities (power, storm drain, sanitary sewer, water, etc.). 9. Provide CB protection for on -site CB's. Sty Ft (.._TC P.T1 O tJ t.p� J- i d 10. Final grade/pave, maintain minimum required CB protection. Install ' r landscaping. APmmr�' ""`... , ia - F� t 9 4 �- 11. 12. End construction. Hydroseed t and mulch all exposed areas. oil", „�-, - 13. CLEAN storm -drainage system (do NOT flush) after grass/ground T(4 1 Si L-cl.�! J� 9Z cover has been established and prior to final inspection. been D AI'e;.„ 111 22 1 11 � � .. , 14. Remove all TESCP facilities only when entire site has stabilized. CITY FNG31NEEh 15. Use the BMP Manual erosion and sedimentation control notes as application guidelines to this construction sequence. DEL ERICKSON, P.E. I 15020 S.E. 46TH ST. BELLEVUE WA. 98006 `u TEL: 425-747-5825 �,. �.. ST01M WAT + ! D TEMPORARY �! EROSION/SEDIMENTA ,TION CONTROL PLAN FOR "° BEEBE SHORT PLAT °""`� 10509 235TH PL. S.W. [cxPlrzEs 1Z-.� NOTE: ROOF DRAINS SHALL NOT DE PIPED INTO FOOTING DRAINS. FOOTING DRAINS SHALL NOT BE CONNECTED INTO THE DOWNSPOUT INFILTRATION S'�S S. qW , K. � I u 41CY�'i� "�Et�l csJE"o u Ir y 1 a u �•X:b r '�. Cf�Lt_FL-ca(Z S - •Z. did k •4�•C.c�. ..ram 195.E . 1-7 LF- ,4. 6 FPI/C S = 2_ o C� 0-A-rE 19-7 AN ZE 19S.Ico 4 4 r QF"1 prl? A-n owl " tJ -rcE,Jr, 0 CSi-4-r�-MIt_) 1c1,�1. L J BENCHMARKS: TBM-1: V l (2- t KI t`T� KA A,-P RAILROAD SPIKE SET IN THE SOUTH FACE OF A POWER AND TELEPHONE POLE. THE POLE IS LOCATED 10' NU U ORTH OF r �i a THE NORTH EDGE OF ASPHALT OF ROBBERS ROOST ROAD W Y ScaL.�. I I o AND 2401+ EAST OF THE INTERSECTION OF R - OBBERS ROOST ROAD AND ROBIN HOOD DRIVE. ELEVATION = 200.00 �:_: m ,;;� i. TBM-2: w 10 ng"' t g•- Y x x "X" IN NORTHERLY CAP BOLT OF FIRE HYDRANT. HYDRANT 1` g `` IS LOCATED 23'+ S.W. OF THE INTERSECTION OF ROBIN � U HOOD DRIVE AND ROBBERS ROOST ROAD. NI3 I ELEVATION = 208.17 ► 6ERV� .G7.� ` ��tr DATUM: wto � � ` ASSUMED �361}i Pl PI DRAINAGE NOTES: ST 101W `\ Pt ! 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 PPM14---r ► LL Edition, where applicable. oo 10 a l ri �2o4n„fiat rxw, „� ( IJ P- 1 LT'tCCA"11©r.•.l 2. Storm sewer pipe shall be the following: rd x PVC SDR 35 with rubber gasket joints. Connections to Catch Basins shall be fitW f.b#% In contkwow .o&, made with AC Manhole Adaptors. we stopMo of %*e,b,ys to ettoth fatelc to V*o tense j Wbo fib"bri f . to_ etl faro_ 4 3. Pipe bedding and backfill: � For PolyVinyi Chloride (PVC), Corrugated PolyEthylene for oataTtw fob" f., o of -- x (CPE) pipe and other flexible pipe, bedding material I shall conform to Section 9-03.16 Beddin Material for r""P f'b''° ! _ Flexible Pi per the Standard Spec c one. _ ' #� ruse roc conforming to Section 9-03.9(3), "Crushed { _- O tV { 2 surfacing -Top Course" of the Standard Specifications f r may a be used as beddinpipes.r: ?; • y 9 for Excavated material may be used as pipe bedding when it ►rerkf. w..hal has been demonstrated b the Developer rw� 1 in ,111C 1 . I y per t0 mast bsokar se ea *set" �., eery bottom of facer mew" gradation and cam action r i is W - r 0 59 4" cb Pvc- �� t�s � I112P�RUlGf'tl1� SGI�' �1 �q A _0 s 194.Z4 ® PJEWAY SLOPE IS TO BE LESS HAN 140% 5' i tU ))4AL 0 J os® tit er" lc�' L Le" I Z 1.01 ' fin' Mln.l �( .�) TEMPOR RY 9 ;aT'.1CT' ..,���'� 'EER DEI AIL) �7 / ���txca,cz-ca � rtt?rs c�� MAY RIGHT-OF-WAY CONSTRUCTIn)m PERIMIT AND INSPECTIO' s( , A'nm- S l 95 .S A" r' (?k_nS -4"eb -F J "US=Zoo .= • 29tF .4"6v S 3. I- 7 `i''ct 1 p equ rem@n t►nlw oell as fo ooad •- = In e- by 12' vonoh 1 by toosi e, ,rt cC ____.� j___________________..______ __.�.�.._._• Trench backfill shall conform to Section 9-03.14 Gravel bottom of tsar ^tot -1 8" Min. I S E ' 195. 4S Borrow of the Standard'Specifications. Excavate-c - in e" by 12" bermh I.( 6' Max. . mate al may be used as trench backfiil when it has 2' by 2- Woe+ poet., oto Wwd or beta► i - 2•6by 2' weed pees• otonderd e. hater 1 been demonstrated by the Contractor to meet gradation °"�'� �-. ar•�.k�t and compaction requirements. Standard Notes �a �F 4. Existing utilities where shown are approximate. Other t/ • A cb"PJ C utilities may be In the construction area. It Is the In addition to the Technical Inforaution Report local government when po (sea Chapter I-3) required by the Contractor's responsibility to locate all existingpreparing an erosion and sediment control plan, add the -Ds • ��`� utilities and protect them during construction.following notes to the Filter Fabric Fence Detail (Figure II-5.18) t �_ r_ Z •ZI �� A. The filter fabric shall be purchased in a continuous roll cut to the length of 'I 5. Construction areas shall be restored to their the barrier.. to avoid use of joints. when Q shall be spliced together only at a supporto nts post,' necessary, filter cloth � V existingconditions or better upon completion of post with a minimum 6 inch p P overlap, and both ends securely fastened to the post. construction. b. Poste shall be spaced a maximum of 6 feet apart and driven securel into the Q (•. ���` Ll," L �. 6. Pipe lengths are measured from center to center of ground a minimum of 30 inches (where physically possible) . y �. structures. c. h trench shall be excavated approximately 8 inches wide and 12 inches deep 7 along the line of posts and upolope from the barrier. The trench shall be �l �. 6�,�1� , �...; constructed to follow the contour. d. When alit film filter fabric is used, a wire mash support fence' shall be •� ( l�� 9 fastened securely to the upelope side of the posThe wire shall exts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings.tend .....?, i + into the trench a minimum of 4 inches and shall not extend more than 36 inch*# �/ ` Roof drain above -the original -ground surface. PLAN VIEW .4 .� a. Slit film filter fabric shall be wired to the fence, tC fabric shall extend into the trencand 30 incites of the b Wh. The fabric shall not extend more than Q Not to Scale 36 inches above the original ground. surface. Filter fabric shall not be ' /�! Roof stapled to existing trees. Other types of fabric may be stapled to the fence. *V6 61?AjE)� (P, / �? Observation Well 6" Perforated Pif. When extra -strength or monofilament fabric and closer post spacing are used, pe the wire mesh support fence may be eliminated. in such a case, the filter fabric is ■tapled or wired dir*ctly to the posts with all other provisione'of I , Standard Note ^n overlapping the" applying. Extra care should be used when e stiffer fabrics. joining or 1 � ; - - - - - - - - -- C g. Local governments mays properly compacted native material. Infiltration Trench v solid lid / In many instances, tis meayfbettheuPreferred alternative because the soil forms a more continuous contact with the trench below, and use of native materials 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.} -inch minimum diameter l./ Roof Drain washed gravel. Care must be taken when using gravel to ensure good contact v 4 42 between the fabric and the•trench bottom to prevent undercutting. 40 h. Filter fabric fences shall be removed when they have served their useful �ROFILE VIEW purpose, but not before the upslope area has been permanently stabilixed. 4• C .o . nts Retained sediment must be removed and properly disposed of, seeded. or mulched and E. 4 : Z % Overflow -T Z Observ/anon Well Splash block �tLT F_E0C•E -_)ET'All- R A Sheet Cover Material , � E~ I V E~ D 1 �„ttt JiF.at/ _ _ ~ o APR 0 4 2000 CONSTRUCTION SEQUENCE: DEVELOPMENT SERVICES CTR. 1' "�iniCa Fine A 1' "'k'. ' ! CITY OF EDMONDS mesh 5' _ EL t 95. t 2 A _ scram CS Sump with - 4.11 41 1�%4.1Z 1' Attend the pro -construction meeting. 6" Perforated Pipe _ / Solid Ud �l i' , f 2. Install filter fabric'fence. (CPEP single ' wall accootablel 3. Install rock construction entrance. • '44 o• min. �--)` EL-rtsa,J Jl 3` / Z G,ZATE. Ig-"I.8 Observation Well 4. Clear entire site (grubbing, rough grading).grang). s E 195.3 (wlmetel cap l� lock) �"I'ZE,.lCN ,St= LT1c�l..t 5. B@gin construction. Compact Backfiil 4"-6" PVC Pipe Hydroseed, mulch and stabilize exposed areas according to • � (i wi.� (perforated) - 6" Perforated Pipe City of Edmonds guidelines as needed. Wrap Trench , t 7. If the construction period lies between i Washed rock 'Y." - t /:" Nov, i and Mar. 31 Entirely With '4.4 OWNERCONTRACTOR IS RESPONSIBLE FOR Filter Fabric all project areas larger than 5000 square feet are to be - EROSION CONTROL AND DRAINAGE SECTION A -A covered.Not to scale Z' 8. Install utilitie I 2• ( _T s (power, storm drain, sanitary sewer, water, etc.). 9. Provide C9 protection for on -site CB's. EiJC 4 -DETI� 11_ t'� - JI 1 * C� 10. Final grade/pave, maintain minimum required CB protection. In stall nstall landsca in 19� .c> 't p g• TT 11. End construction. l' 12. Hydroseed and mulch all exposed areas. 1M!'MTION REQUIRED 3.9f +ti93.Z1� �( r:' - • f 13. CLEAN storm -drainage system (do NOT flush r . ) after g ass/ground !r� �•�•1 JIr•et:.�. 9 cover has been established and prior to final inspection. ENGIN16+•! 1NKi7 r r ."h�n� n Z. �� 14. Remove all TESCP facilities only when entire site has been stabilized. /+�"I�� EAPr-aT 15. Use the BMP Manual erosion and sedimentation control notes as application'guideline.9 to this construction sequence. a DEL ERICKSON, P.E. 15020 S.E. 46TH ST. =! pp BELLEVUE, WA. 98006 is TEL: 425-747-5825 TEMPORARY 1� r �' i CONTROL PLAN • t �.�s e j ! O8 a Its] CRYSTAL RIDGE PARTNERS SHORT PLAT IN THE SW 1/4, OF THE NW 1/4, SECTION 36, T. 27, N., R. 3 E41 W.M. CITY OF EDMONDS 'SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS FILE NO. S—'98-186 REcinvEr) APR 0 4 2000 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS INOTTINGHAM ROAD 359,68' (MEAS) T_ 360.01- (PLAT) 30 0 30 60 90 93.0� — I . FOUND 4"X4" CONC. MON WITH 1 1/2" V DOMED & X'D BRASS DISC IN CASE AT b Olin THE INTERSECTION OF NOTTINGHAM RD, & m FOUND 3"X3" CONC. MON W/ LEAD SN Cn :7 FRIAR TUCK LANE. 0.1- E. OF CALCULATED gi SN AND TACK IN CASE AT THE INTER- POSITION. (9/26/98) 10 131 0 SECTION OF ROSIN 14000 DR. AND Scale 1 3 0. NOTTINGHAM RD, (9/26/98) BASIS OF REARING: N PLAT OF SHERWOOD VILLAGE, AS RECORDED IN VOL. 14. OF PLATS AT PAGES I a, &82, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 906AA LUEN12 22 24 00 4REBAR & CAP MG 29276/32434/35145 . UNLESS NOTED) 0 C1,_ 0 SET 1/2' Q BSBL BUILDING SETBACK LINE jA, NW COR. BOARD FENCE 0I.J. & A END OF* WIRE FENCE 1,2' W. OF NW BNDRY COR.. 71 Q) - L 6:1 w 3 NOTES 1. EQUIPMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS WA_EFN`CE iLl UISED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR L5' WIRE FENCE 1.r S. OF THE 0 Lu NW COR. WALL AND N. END tx EXCEEDS W.A.C. 332-130-090. ANGLE POINT LOT COR. 2. CURRENT ZONING OF PROPERTIES . IS RS-8, 2' CONC. WALL 2.01 0 REEERENCES 1, - PLAT OF SHERWOOD VILLAGE AS RECORDED IN VOL. 14 OF PLATS, PAGES 81 & 82, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 2. SNOHOMISH COUNTY SHORT PLAT NO. SP221 (5-79), RECORDED UNDER Icn ' I I n- 2 F0 (n RECORDING NO. 7906170239, RECORDS OF SNOHOMISH COUNTY, WA. 8012.32 SO FT I _8009,06 SO FT in x 3. SURVEY FOR MAX STUDER FILED FOR RECORD IN BOOK 10 OF SURVEYS Ir I ti. . AT PAGE 156 UNDER AUDITORS NO. 7908220258. RECORDS OF :j .06 SNOHOMISH COUNTY, WASHINGTON. SW COR. CONC. WALL AND S. w C ft ail m 12,q S It 5r END WIRE FENICE ON PROP. LINE. 4. CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT No. S-98-186 FOR THEui ul L j z =i u- 1 w jjo 0 CRYSTAL RIDGE PARTNERS. zo 144.OL w > :u 0 ZL 0i 15L D§Bt_ —72-5' 9II L4J SOUTH END OF 130AR() oz /Y FENCE 2.6' WEST OF PROP. LINE. z ,AREA TO BE DEDICATED TO THE CITY.OF EDMONDS FOR THE PURPOSE OF EXPANDING THE EXISTING RIGHT OF WAY HALF WIDETH FROM 20' TO M T TO _N 8819*16" W W UTILITIES EASMEN BE GRANTED TO THE CITY OF EDMONDS. o b C/E —RIGHT-OF-VqA-Y WFOUND YX3" CONC. MON W1 2"' DOMED N 106" W & PUNCHED BRASS DISC SET IN CASE AT THE INTERSECTION OF ROBIN HOOD DR. AND ROBBERS ROOST RD. 1(9/26/98) 2J5th ro-L. S. W. (ROBBERS ROOST RD) 5 A T THE DR. AND S T V6Nt TI _NE 'OF' T—H L LA SOUTH E SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SEC. 36, TWP, 27N., RGE. 3E., EXPIRES.- 5/19/0/ W.M. SOUTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SEC, 36. TWP, 27N., ROE. 3E.. W.M. NUMBER DIRECTION DISTANCE L1 :N 01-29-34" E 1.10- L2 N 88-19*16" W 20.38' L3 N 01 .29*34" E 1.10' 00003o3500'13 I tn., L Z � o CRYSTAL RIDGE PARTNERS SHORT PLAT IN THE SW 1 /4, OF THE NW 1 /4, SECTION 36, T. 27 N., R. 3 E., CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS FILE N0. S-98-186 W.M. RECEIVED APR 0 4 2000 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS CITY Copy NOTTINqHA 11J"1 . .. 359,88' (MEAS) ---vIlr'i _._ N �89 t W PAT 1k H_ELQ 360,01 (PLAT) �- } 30 0 30 60 90 FOUND 4"X4" CONC. MON WITH 1 1 /2" 1- 93.00' -''- ---- -- -----_ DOMED & X'l� BRASS DtSC }N CASE AT THE INTERSECTION OF NOTTINGHAM RD. & Ql� u+ .M " a FRIAR TUCK LANE, OX E. OF CALCULATED MIv �? � rn FOUND 3 I CASE T T E I LEAD Mir AND TACK IN CASE AT THE INTER- + Scale . 1 30' POSITION. (9/26/95) 1p a SECTION OF ROBIN HOOD DR. AND j NOTTINGHAM RD, (9/26/98) BASIS OF „B;EAR1NG: PLAT OF SHERWDOD VILLAGE, AS RECORDED IN VOL, 14. OF PLATS AT PAGES 81 & 82, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. as ....•. I LEGEND 2, 2 ""'.., m SET 1 /2" REBAR & CAP MG 29276/32434/35145 (UNLESS NOTED) 0 a1.r� 2 4 2 5 © 0 n BSBI- BUILDING SETBACK LINE pG. NW COR.. BOARD FENCE & W, END OF'WIRE FENCE �.$7. ('`� 1.2' W. OF BNORY CO'R.. . .. L .. .• . �. J E- ', 0TES -,, _.93 W K x x.-- -x-- r ' 1. ElOUIPMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS WID—FM CE x "� " � USED FOR THIS FIELD TRAVERSE SURVEY, ACCURACY MEETS OR Lu NW COR. WALL AND N. END c EXCEEDS W.A.C. 332-130-090. 15' BSHL� 15' B:SBL V WIRE FENCE 1.7' S. OF THE " ANGLE POINT LOT COR. I 2. CURRENT ZONING OF PROPERTIES 15 RS-8. 2 CONC. WALL2.01 {�� � 3 REEERENCES 1, PLAT OF SHERWOOD VILLAGE AS RECORDED IN VOL, 14 OF PLATS, PAGES I ( ( M 81 & 82, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 2 2. SNOHOMISH COUNTY SHORT' PLAT NO. SP221 (5-79�, RECORDED UNDER (cr I .0 RECORDING NO. 7906170239. RECORDS OF SNOHOMISH COUNTY, WA. m 'i� 8012.32 SO FT 8(ID9.06 SO FT � .. � i- � 3. SURVEY FOR MAX STUDER FILED FOR RECORD IN BOOK 10 OF SURVEYS AT PAGE 156 UNDER AUDITORS NO. 7908220258. RECORDS OF i'pvw-oseb C' r I ca SNOHOMISH COUNTY, WASHINGTON. " I I - r �� SW COR. CONC, WALL AND S. w w I( 00 1 �I 12,gS> i�rF�, END WIRE FENCE ON PROP. LINE. ?w 4. CITY OF EDMONDS BOUNDARY LINE ADJUSTMENT No. S--98-186 FOR THE . ���, ��� 144o CRYSTAL RIDGE PARTNERS. .[" 1 Zt. C)F Q� Z L_ ((0 � 25 BSBL CJ _ 0 �`� r fife. SOUTH END OF BOARD 0I O��PL r FENCE 2.6' WEST OF r" AREA TO BE DEDICATED TO THE PROP. LINE, a CITY.OF EDMONDS FOR THE PURPOSE 30' �- OF EXPA.NIDING THE EXISTING RIGHT OF WAY HALF WIDETH FROM 20' TO 30'. 10' UTILITIES EASMENT TO " N 88'191.6" W iia.$�' b I BE GRANTED TO THE CITY OF EDMONDS. �i NEB*sN. Q C/L RIGHT- OF --WAY N 68"19'16"rtW _ "- rk—-------- -- ------ FOUND (YX3" CONC. MON W/ 2," DOMED N & PUNCHED BRASS DISC SET IN CASE �• AT THE INTERSECTION OF ROBIN HOOD DR. AND ROBBERS ROOST RD. (9/26/98) 2J5th j ��"' �/�/ 1 . S. W. 0 5 - (R OBBERS R 0 0S T RD)_ /QN+l. LAND S SOUTH LINE OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 _J� �' �" '"'"' ---• --- OF THE NORTHWEST 1/4 OF SEC. 36, TWP. 27N., RGE. 3E., EXPIRES- 5/19/0/ W.M. -7 000030.350�3 NUMBER DIRECTION DISTANCE L1 N 01'2W34" E 1.10' L2 N 88*19'16" W 20.38' L3 N 01'29'34" E 1.10' SOUTHEAST CORNER OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 Of SEC, 36. TWP. 27N., RGE. 3E., W.M. Aead &&-na�m & .46600. PROFESSIONAL LAND SURVEYORS 17625 130th AVE. N,E., #104, WOODINVILLE, WA (425) 486-1252 MAILING ADDRESS P.O. BOX 289, WOODINVILLE, WA 98072 DWN. BY DATE JOB NO. JWW 7-14-99 98198 CHKD. BY SCALE .SHEEP CSB 1 "= 30' 2 „r 2