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1027 DALEY STiiiiiiiiiiiiii 10719 1027 DALEY ST 011p717DI.YCIi TAX ACCOUNT/PARCEL NUMBER:+ , ID7I�"?7� nO BUILDING PERMIT (NEW STRUCTURE): `1 q 5� V�LU O 5E4 COVENANTS (RECORDED) FOR: CRITICAL AREAS : QZ'" ? d DETERMINATION: ❑ Conditional Waiver ❑ Study Required M Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: d H072 PARKING AGREEMENTS DA EASEMENT(S) RECORDED PERMITS PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) GEOTECH REPORT DA' STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: •� LID #: BLOCK: —44 v p LATEMP\DST's\Forms\Street File Checklist.doc T•C3' As— Pl � 5At 1 C � --' -:.;•r "Yes:.»�'\:t'_��,.__ _. _.•n_�.�._.. t 1 ir' h•� ? 1 t�tir MJ {•f� • 1. • 1 certifies. that a plot, plan, drawings, and sufficient details Ito indicate fulfill, all requirements of this code are attached hereto. 7 bc.'1na�-for oermit,,to do the following work: ................_.,._...._.__._...._..........................•----.....-.....-...................-.-... -..- '''-1Y+.--..--•-_.:........................................................................................................... ...... L/ ....... 'Ex �.d�,.r e'y;i•I}� ( eet numtxr or lot sad block numb �_ br�f`�:"rr"}kf-��' � 11 Buildmg dimensions ale_...-.... - .--.....-_e.---- ---p -- .................... / l 2 Zotdimensions arc.....:...-..12.U...._..---..x--••--....... - Y ' 3 Building will be:.....--.1-.`.......aories ir. height. .• 'fit l L t of basements- ----------- ----?------` - ofbuildingnil ... -•' ................................................. O t A ao aS z b i;xA roc. 0. w . O r W to i. C .� V a o o FO Q D °I al T o ' .� tf c o o cl, a t: d T p Cam- o2� fl. a r 0� R fl z I,fi 0 3 :D. O [ z ccupancy 4 4Building will be ...__..._. from nearest ad fining lot. line. Estimated coM Eg a..%Oa .,. ' _ .-._......... ..................... - _ P _Owners A(idress......... ..- ........... _...................._..-.....-- uilder...................................................................................................................... . Group No..-........-----................................. ,r . 10. Builders Address........................................................................................................._ 11. Architect or engineer........................................................... _.............. _...--..-..._......-'-• Life of permit. ................. / Plans filed: Yei No ❑ ' Date_.:_.._..�......,/........:.........19.11-� ` m Applicants Signature ............. ..�........-.--....... ........ ..... (Owner or his agent) < Permission is hereby granted to do the work described hereon, according to the approved plans and specifications pertaining hereto; . subject to compliance with the ordinanc(-- of the City of Edmonds. This copy is your receipt for the following fees: / :•: _2•, 1. Building permit fee ....................................................... $..... .... _.... f p 2. Sewer permit fee....................................................._._... $....- ...._.. ,x3 k IhI a ax' 1. Inspection and supervision fee .............. _ .---•••..._......-....-....__......-. O c P P 3 4. Total . _...._... $.................................. ......................................•__.---.....-.-.-.-.-.....--.......-..-•_----__...-..............._. Received bRry:v �7 �+ aranent of. Building-, PERMIT N? V O City of :Edmolids :. 1. The building permit fee which applicant Pays when Ptrmit is issued shall be baud on estimated nra of the Proposed structure a[ the rare of f1:00 for f1000.00 of chat. If the actual coat of the structure, when finally determined, exceeds the estimated cost by more than 3%. applinnt agrees[o pay •n •ddi[ionai fee y of f2.00 for each f1000.00 of such extras cost. In such event no use permit sbaii be issued until such "discrepancy fee", is'paid. f Whmevu a contntt for conrtNc[lon Ica --red for any structure chafing more than f1000.00 for which a licensed architaet or r g(aeer is not required by:.; a F'1, S ' ; the,Building Code of the City of Edmonds, the application for building Derma shall be accompanied by • copy u( tha .coo[rau and • copy, of the deta((ed'� I/ 1 'r5 t•, nwificarioru:. ,,• ,, !t w( ` +. �Y> •± , r 3. Pnor m em9loYing,aoY labor of comeseneirg•workroatify the Industr:al Insurance Division of aty.I3eparhgmytf Labor and Industries, g,,wg t the payroll and cake monthly r<pord of Da colas -•+Pull it4auucti—..bd,d;q bAobrained from the nearest oflipe o0thhe Department of Labor end Iodmtries• Bdore ' final pajmm4 the owner.should obtain a releasefrom the g.nenl coutntton who is turn ahouk' obtain release from all sub•contnttow. The rcle•sra,shoald 6e �'.';'` �� ,d.`prS ;,,ta aaesed bL•the Depatunen�•of labor and Industnra.*,%The above :prccemra d_ate-rertuiremenu a( the Slate. Industrial Insurance Act.+ `J •k tf �' `• �. .. - - 1 !+ ,Sax `''!y ys^� � • TRH;;:.::. �t,a. •�rBN , E • PLANNING DATA NAME: DATE: O 2 SITE ADDRESS: ' 10 �--) t /ALa:!4 ST PLAN CHK#: C) ' D-R Q PROJECT DESCRIPTION: c�- i iz b4a7-k i % n -I REDUCED SITE PLAN PROVIDED? / No ' MAP PAGE: CORNER LOT: Yes FLAG LOT: Yes 99 ZONING: 12-,, -0 CRITICAL AREAS DETERMINATION ❑ Studv Reauired: `0 Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form \ ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt Z-b3o SETBACKS: Required Setbacks: , Street: Vic' Left. Side: 5" Right Side: J ` Rear: frJ Actual Setbacks: , , _q X Street: %L0' Left Side: CP Right Side: Street map checked for additional setback required? Yes / No / NA `•�Q DETACHED STRUCTURES: /t..%ROeKERIES: ❑ FENCES/TRELLISES. ❑ BAY WINDOWS / PROJECTING MODULATION: STAIRS / DECKS: PARKING: Required: Actual: ? Z- LOT ORFO- i'� , to O O C J,: BUILDING HEIGHT: Datum Point:-4 Datum t Maximum Allowed: . I a 2 5 Actual A.D.U. CREATED?r:1Nsa./ ��Yes) SUBDIVISION: i (G d LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No OTHER: = p �n v'O-i� d�T T' f✓, f1�Tc�-+.� �r I(/.bl/�i (i'/ l Plan Review By o . A_ r NewBPP1anningDataForm.D0C City of Amonds )v>evelopment Services Department Pia"i Division Phone: 425.TT1.OnO Fax: 425.m.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Pcrnut Application for the City of Edmonds prior to bi-A r submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subjectt property. The information needed to complete the Checklist should be easily available from observations of the site or data available at city Ilan (Critical areas inventories, maps, or soil surveys). Date Received ;- Z City Receipt#: Critical Areas Fite M. Critical Areas Checklist Fee: $45.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and slate it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the s►kequent steps necessary to complete a development permit a lication. Please submit a vicinity mag along with the signed copy of this foam to assist City staff in finding and locating the specific piece of property descnbed on this form In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary aft of the site. The undersigned applicant, and his/herrts heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information firnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SwxATURE of APP'uCANT/AGENT�— Prap aly 6Wnees A ithorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and postigoaftendant to this application. Owner/Applicant: St9 v. � a � � is o •� f.� er'S � .� � s-r Name !0 2 7 Aga It ,. s+ . Sty Address v.ds a s I Ssa z-6 city State zip Email address (optional): i5�,,y 6L r N 7 Q doe _cam, Critical Areas Checklist.doc/3.191MI Applicant Representative: / Name ZD cro z AVI w, f�zU Street Address t;;-;4 I.ua t L/0 City State zip Telephone:?,SA 3 q Le `2 Email Address (optional): Critical Areas Checklist CAFile No: Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location 5 1✓ d `^1 e ` t 0 2 Property Tax Account Number: 4 3 u- Z ti g o-'�; t o a d o 3. Approximate Site Size (acres or square feet): Gi c7 ` .X t (G' _ 0 0 �- 4. Is this site currently developed? ;L yes; no. If yes; how is site developed? Sg -Fa k& v cc:5 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15°% (a vertical rise of 10-feet over a horizontal distance of 66-feet). _ Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: — 12 Approx. Depth: 7. Site contains areas of seasonal standing water: _t�Q_ ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway N 0 floodplain U_ of a water course. (V� 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs : mixed urban landscaped (lawnshrubs etc) 11. Obvious wetland is present on site: i j[7 Cxitical Arras QredclisLdod3.19.2001 • • Side Sewer Drawing The City of Edmonds EASEMENT NO- ............................. --------------- 218-04350 NEW CONSTRUCTION ❑ REPAIRS ❑ LID NO- ------------------ ASMT. NO. ------------------ OWNERSARQ... JOHNSON------------------------------------------------------- CONTRACTOR------••-•---•-••-••----•--•-----•-..-------------------- ------------------------ PERMIT NO. - ------------------- JOB ADDRESS ...... 1027.-TIALEY--- S-TREET................................ ' LEGAL DESCRIPTION: LOT NO. .------------------------------------- BLOCK NO. .-.---..---------------------------. NAMEOF ADDITION----------------------------------------------------------------------------------------------------------------------'. qP DYE TESTED ON SEWER Approved: 0 RWW-0001-11/75 (REV.1 i/78) DATE..................................... ...... By ---------------- -------------- ------------- September 10, 2006 FCI Damon K. Roth OCT City of Edmonds — Storm water Engineer 121 5t' Ave. North ENGINEERING 01V1SI0�1 Edmonds, Wash. 98020 RE: Alley Drainage for Surface and Groundwater Dear Mr.oth;�� It was our understanding that when the drainage project in the alley between Glen Street and Daley Street was completed, the surface where the trench for drainage pipe was dug would be restored to its original grass condition. The workers who replaced the pavement in the alley did a good job and it's as good as new. However, much of the grass seed that was laid down has not taken root in several spots. Our neighbors two doors down from us to the west have laid beauty bark down on their portion of the alley eliminating any need for grass, there. We request that you restore these dirt areas to their original grassy condition. If done soon, there is enough good weather left to get a good start on the growth. I will commit to watering I until the rains begin on a regular basis. Additionally, we know that you are aware of the ponding that occurs on the north side of Daley Street when it rains which you addressed in your letter to us on May 2, 2006. You mentioned that you -"anticipate that -overall construction for this project (Citywide Strom Improvements Project) will begin in September,.though we do not know when the contractor would 'start on the Daley Street portion of the project." As the rainy .season is rapidly approaching and we face the prospect of more flooding in our basement, we would appreciate knowing when the improvements will begin so that we can plan accordingly. Yours truly, Jeff Mackey and Sonia Nelson b ADDITIONAL DOCUMENT TO MACKEY PLANS PLAN CHECK #02-294 In regards to the drainage easement agreement dated April 175 2003, the Mackeys agree to convert this temporary agreement to a permanent easement.recorded in Snohomish County after the pipe has been laid and before final - y:: a�;� / r l / F In addition, the Mackeys agree with city requirements that no rockery will be used in the alley to support mounding. 04 10t5l .003 STREET F/(E 3 2003 0EVEL0PwMT'- CITY OF EDMalloSS CTR. STREET FILE Calculations For Mackey Addition City of Edmonds Plan Check No. 02-294 Prepared for: Jeff Mackey 1027 Daley Street Edmonds, Wa. 98020-2943 Phone: 425-776-3500 EES Project Number: 2853 Date: May 14, 2003 EVERGREEN ENGINEERING SERVICES INC. 05115103 LAND USE PLANNING • CIVIL ENGINEERING R. Alan Murray, P.E. 8625 Evergreen Way, Suite 215 - Everett, Washington 98208-2620 • Phone: 425-513-2500 - Fax: 425-355-1307 J • ' . .-. � _ -_ ___. T-.... �......�... r. Qr. rivtr.r, a ■wiles LAND USE PLANNING CIVIL ENGINEERING 8625 Evergreen Way, Suite 104, Everett, Washington 98208-2620 Phone:425-513-2500 Fax:425-355-1307 NMIICi 21N.1 Ism* Sken1205-11P+WI JOB / iwc AAb-A ZJM SHEET NO. - / OF - CALCULATED BY 0&1 DATE CHECKED BY DATE t EVERGREEN ENGINEERING SERVICES INC. LAND USE PLANNING CIVIL ENGINEERING 8625 Evergreen Way, Suite 104, Everett, Washington 98208-2620 Phone:425-513-2500 Fax:425-355-1307 JOB SHEET NO. �^ A OF CALCULATED BY ,y(e DATE Z CHECKED BY DATE SCALE i afov �: rs cur x / w 1� Y-1 cur y�w-�s- �7Z c f 20; X `�ofsy D tis� s" _ r Z Z / 8� 199 53 - A 07 �y �S X /S" 0 ALLLY /r.y8 sF.SzsF NEW IMPERVIOUS . ASSUMED 2,297 SF AS CONSER VA TI VE ESTIMATE FROM BUILDING PAD: AREA AND DRI VEWA Y PA VEMEN T MACKEY ADDITION EES NO 2853 G 1 ' 1 STAND.IuID DRAINAGE DETEN710 WORKSHEET Qw1VE.R bAC der' ADDRESS D Z ?' *****DESIGIV DATA IMPERVIOUS AREA PIPE DIA � 917 Tr' SYSTEM CALC BY: PHoN E-. BATE: PIPE LG ORIFICE DETENTION PIPE LENGTH OCKING LID rlt1ISHED �� (TYPICAL) t MINIMUM TECJP TIGHTL OF CONCI BOX EDED�RROR R .3X TO IX SLOPE OUTLET CONTROL MIN. •, � r . UPPER CATCH BA41N ORIFICE CONTROL CATCH BASIN SYSTEM CROSS SECTION 2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL FROH CONTROL CS 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK xISTING GRADE f FROM CONTROL OUTLE? t WASHED ROCX A —_";�OUTFLDV TRLNcK MIN 0' ONG. r� PERF PIPE TO 8E LEVEL PERF PIPE VqqLL/ END `LAPCSpp TT PRIORITTOHPLACEFIEH�NOF VASNE10DR2H ROCK RIPRAP OUTLET RUNOFF SPREADER. TRENCH FOOTING DRAINS SIMLL NOT -RE CONNECTED TO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection NabE" before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the !L 3 responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice DATL mn<t T+r. Irer l nn— -t Pll tirri-c ' i J0 Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 20 2500 50 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Impermeable Area So. Ft. 2000 2500 3000 3500 4000 4500 5000 Pipe Diameter 15' 18' 24"- 306 40 28 -16 10 50 © 20 13 60 42 24 1.5 Required pipe 70 •49 -28 -18 --length In feet. 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated —12 ADS of permitted on roads) Table 2 — Outlet Orifice Sizes Outlet Orifice Diameter (Inches 58 3/4 3/4 7/8, 7/8 7/8 Table 3 — Rectangular Catch Basin Requirements Detention Max. size Catch Basin pipe diameter knockout Type < 18' 20" Type.[, CB 15 18" to 24' 26' a IL, CB 1 24' to 36" 36" Type il, B 19 19 (48' Basin) 36' to 42' 42' Type II, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards 5 Revised 3/16/95 -0 6- Return Address: Sonia Sue Nelson 1027 Daley Street Edmonds, Washington 98020 ;' I IIIII IIIII �IIII IIIII IIII IIIII III�I IIIII IIIII IIIII IIII� � II II� IIII 200304180061 4 PGS i 04'48-2003 09:12am $22.00 SNOHOMLSH COUNTY. WASHINGTON' Drainage Easement Agreement Grantor: Joseph Leo Shields and Patricia Linn Shields Grantee: Sonia Sue Nelson Legal Description: E 1/2, Section 24, Township 27 North, Range 3 East, W. M. No EXCISE TAX REQUIRED APR 13 2003 BOB DAPJ1mi, S��noni�sn �ounry treasurer By BOB DANTINI Lot 5, Block 2, Riley Park, according to.the plat thereof recorded in Vol. 14 of Plats, page 178, records of Snohomish County, Washington. Lots 31 and 32, Block 44, The City of Edmonds, according to the plat thereof recorded in Volume 3 of Plats, page 39, records of Snohomish County, Washington. Assessor's Tax Parcel ID #: 00556000200500,0043420440310.0 Drainage ]Easement Agreement This AGREEMENT by and between Joseph Leo Shields and Patricia Linn Shields, husband and wife, hereinafter Grantors and Sonia Sue Nelson, a married woman, formerly known as Sonia Sue Bergquist, hereinafter Grantee. WHEREAS the Grantors are the owners of the following described property: Lot 5, Block 2, Riley Park, according to the plat thereof recorded in Vol. 14 of Plats, page 178, records of Snohomish County, Washington. Said property also having an address of 1030 Glen Street, Edmonds, Washington 98020 AND WHEREAS the Grantee, is the owner of the following described property: Lots 31 and 32, Block 44, The City of Edmonds, according to the plat thereof recorded in Volume 3 of Plats, page 39, records of Snohomish County, Washington. Said property also having an address of 1027 Daley Street, Edmonds, Washington 98020 AND WHEREAS the Grantee would like to obtain an easement for construction of a storm drainage pipeline across the Grantor's property; AND WHEREAS the Grantees would obtain a benefit from the construction of said storm drainage pipeline; NOW THEREFORE the parties agree to the following: The Grantors agree to execute an easement across the westerly portion of the Grantor's property under the following conditions: 1. The Drainage Easement will be approximately ten (10) feet in width, five (5) feet on either side of the pipeline location as constructed. 2. The Drainage Easement will include language allowing Grantee reasonable access across the Grantor's property as necessary for maintenance, repair and/or replacement of said storm drainage pipeline. 3. Provisions will be made in the design of the storm drainage pipeline to allow for the future connection of storm drainage pipes from the Grantor's house gutters, downspouts and footing drains if and when they remodel at a future date. 4. The design of the storm drainage pipeline should result in a minimum disruption and damage to the Grantor's yard and that the Grantee will return the yard to its existing state after the pipe is laid. 5. The storm drainage pipeline location should be selected being careful to not damage roots around the cherry tree in back yard and the maple tree in front yard. 6. Grantors will provide reasonable access to the yard for equipment suitable for digging a trench deep enough to adequately lay the drainage pipe. 7. From the date the trench for the pipe is dug, the project should be finished within 2 weeks barring any unforeseen or unavoidable obstacles, which may delay the work. . All costs associated with the design of said storm drainage pipeline shall be the responsibility of the Grantee. 9. The Grantor will contribute fifty (50 percent of the cost of constructing the storm drainage pipeline, across their property, including Washington State Sales Tax, if applicable, up to a maximum of $1,250.00, payable when the project is completed 10. The Grantee shall be responsible for all costs of maintaining, repairing and/or replacing said storm drainage pipeline upstream from any connections of the Grantor's drainage pipes, unless damage or obstruction is caused by action from the Grantors or their agents. 11. Grantors and Grantee will share equally in the cost of maintaining, repairing and/or replacing said storm drainage pipeline downstream from any and all. connections for the benefit of the Grantors. 12. The Grantee shall have construction in the alley immediately south of the Grantor's property done in a manor to remove debris that may affect the Grantor's property and/or fence. This AGREEMENT shall expire 180 days from the date of execution unless renewed by the parties. This AG EMENT executed this day of AIP 003. By. (1,00 Sal� Joseph Leo Shields ciaLinn Shields Sonia Sue Nelson • • STATE OF 41bfWt� 70J) I/ Ar )ss. COUNTY OF Y l/V G ) THIS IS TO CERTIFY that on this �� day of April, 2003, before me, the undersigned, a Notary Public in and for said State, duly commissioned and sworn, personally appeared Joseph Lee Shields and Patricia Linn Shields, husband and wife, tome known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged to me that said individuals signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. hand and official seal the-d$y,and year in this cert�ficate first above written. Ks L. J10 ION t'3 mac, tjOTAfa Y STATE OF W e f//U6%o iN ) )ss. COUNTY OF k/IV6 ) Notary I.c, d for fate of f? Printed Name: ` Residing at My appointment THIS IS TO CERTIFY that on this I ( day of April, 2003, before me, the undersigned, a Notary Public in and for said State, duly commissioned and sworn, personally appeared Sonia Sue Nelson, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged to me that said individual(s) signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal the dajanear in s -ertifi ate first above written. Notary. ub is i �nd� the state of (p /V c^� Printed Name: L �, ggOTAResiding at 47 My appointment exores / 0 Avu? rt 4C t-6-2D ! 0 STATE OF W gMOW(tT 9) �itdli -� COUNTY OK:-S110 � �5, 'i dui r`�—•-.-.. Th �dulY;+� Aedo� adfn0 D1:�tOow! J pedt . hereby ice •.that the above entltled Um M, W a fU0k true arW m�� Dopy of the WOW. Dat . District Coyn:,•J'�t'.'�>' Snohomish County District Court, South Division �j� Q .; �e/Clerk�!V 20520 68th Avenue West . Lynnwood WA 98036-7406 Itktt�aa,.l:��'��•' i In re the matter of- SONIA SUE BERGQUIST 1027 DALEY STREET EDMONDS WASHINGTON 98020 Petitioner. SNOHOMISH COUNTY DISTRICT COURT, SOUTH DIVISION COUNTY OF SNOHOMISH, STATE OF WASHINGTON ORDER CHANGING NAME CASE NO. N 00-181 1. BASIS 1.1 A petition was presented to the court on SEPTEMBER l ST 2000 requesting that the name of: SONIA SUE BERGQUIST be changed to: SONIA SUE NELSON. 1.2 A hearing was held on SEPTEMBER 7TH 2O00 1.3 The following persons were present: PETITIONER 1.4 PETITIONERS: DATE OF BIRTH OCTOBER 7TH 1952 PLACE OF BIRTH BROOKLYN NEW YORK PARENT(S) NAME(S) EVELYN EISENHAUER HAROLD E NELSON 11. FINDINGS Based on the case record to date, and the testimony at the hearing, if any, the court FINDS: 2.1 The statements in the petition are true. 2.2 The request to change names is not made for any illegal or fraudulent purpose. 2.3 The change of name will not be detrimental to the interests of any other person. 2.4 [ ] In the case of a minor, the change of name is done in the best interests of the child. 2.5 The request to change names should be granted. 2.6 [ ] Other: Ill. ORDER It is ORDERED: The name of SONIA SUE BERGQUIST is changed to SONIA SUE NELSON for all purposes. Dated: ����/,7y '�—�- Judge / Presenpd by: Signature and Washington State 6ar Number if ApAcable. terial Chargeable to Installation ters N 0. S I 2Z�E DESCRIPTION -Meter RATE AAMO NT VV ............... 0 ..... .......... Meter Box Y..,rf: ......... .............. ....... tL ............... .......... Meter Plate ............................ .............. ........ .... I .......... Check Valve .......................... .............. .............. --------- Pipe, Galv. Screw .................. .............. - - --------- --------- .............. .......... Nipples .................................... .............. . ......... .......... .............. .......... Bushings .................................. .............. .......... . * ** -------- ............... .......... Plain Ells ................................ .............. ............... .......... St. Ells .................................... .............. ............. .......... ........................ .............. Tees ......................................... — ...... ............ .......... .............. ............... ............... ............... .............. WWMW�W�N� ..... ......... .......... ..........I .......... .......... .......... .......... .................................................... ..................................................... ................. .................................... ...................................................... ...................................................... ...................................................... ...................................................... .............. _----------- .............. .............. .............. .............. .............. ............. ............ ............ ............ ....... .. ............ ............ I ......... .. . ...... .......... ......... .......... ........... ---------- Material Chargeable to Taps Connected NO. , SIZE. DESCRIPTION RATE AMOUNT .............. .......... Pipe, Black Screw .................. .......... a .. ............. .......... .............. .......... Pipe, Galv. Screw .................. ............... ............. ......... .............. .... Lead Connections j ................ .............. ....... CurbCocks ............................ ............... ...... ..... ..... . Corp. Cocks ........................... .............. .......... .............. .......... Unions ....... .......... ... *"-* ........ ... ............. .............. .......... Saddles ............................... ­ ...... .............. .......... Nipples ........................•........ * .. ............ .. *** ... ­ - ------ - --------- ............... ......... Bushings ................ *-*"*"*"* ....... .. ....... " ... ...... .............. .......... Plain Ells .......................... * .... * ...... .............. .......... Street Ells .................. * ....... . ­ * ----------- ............. .......... Tees ................... * -------- 7 ----­------- ------------­ --------- - - .............. .......... Curb Boxes .......... :.:i .............. .............. ............. ---------- .......... .......... S. 0. Extensions . ................... .............. ............ .......... ............... .......... Gates .......................................... .............. ............ .......... .............. ....... .. I X .... Y. Plugs ...... e ............................ Couplin"g"s,1P:X.,0.L.*.-O . . .............. ............. .............. -------- * — ....... . 2..S- ........... ----- -------- .............. .......... Gate Boxes ............................. .............. ............. ....... . . . ........ ........................ ' .......... . .......... ..... ........... .... ............. .............. ... ........ -P ......... 2 .; .. Z - .............. .......... .................................................. ....... ............. -- -------- ------ .............. .............. .............. .............. ... 7 ...... . ........ . ....... .......... .. I .......................................................... ........................................................... ........................................................... ............. ............................................. .......... .. I ........... .............. .............. .. ............. ............ . ........ . ........ .............. .............. ............ .......... .......... ........................................................... ............... ............... ........ .... ....... ;O� .......... E ............................................. I.:::: ......... ........... ............ Hours Time—Day.en ....... I. -.-.-.-.-.-.-.-.-. *. ........ ............. ................ .... ......./..zz.. ; .-: .... Hours Time —Monthly Men ...... ......... ..... .......... Hours Time —Auto ............ ... .............. ....... . ... ....... - --------.......... Superintendence ...................... . ........... . - - — ------ .......................... Total.................... ... ' ����y �~�»~ ~� �� EdWater Department TAP p�� A��16 ..�-__' -`~^--'_--___ 7�� Meter '7"= -'~'--'----'--'---' ` I��,= ^��I °^��--------- Siz* ...................................... --^r~^` For -~^ --'----.---.-----___ Service Location � LocationMeter ..| ��"�"° � -7� �- --r --------' ' ^r°s""^c---�-_---�oa ' l�Gt................. ' ��T��� ~°n. ~ ~��� to - ^ , ^ Remarks: . . - ...... ".'STREET * ILE .............. INCOMING Index .......... Reg ....... Root C. Contractor: �. � Chi �A�c%l �dLp n��✓ . ,Contact: e� Mailing Address:. c2 40 t J. N4i` ST Phone: a.S"� Z 9�i S6i 4 ode wA VW201 State License #: vto Liability Insurancc:� .Bond: $ /Z 0049 D.:.Building Permit # (if applicable): kl''r Side Sewer Permit # (if applicable): E. ❑ Commercial. ❑ Subdivision ❑City Project ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) Multi -Family -. Single Family ❑ Other' INSPECTOR: (4fkU._ 16ius. —r F. PAVEMENT CUT: ❑ YES NO G. SIZE OF CUT • X CONCRETE CUT: ❑ YES NO' i APPLICANT TO . INDEMNITY, Applicant understands by his/her signature to this application he/she 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 and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES .WILL BE HELD UNTIL THE FINAL STREET PATCH IS ' COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ 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) 296-155-305 and must have certification verifying completion of the required training in their possession. 4 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 (1-800-424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OFT PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS' Signature: Date:: I A Q (Conti or gent) FOR CITY USE ONLY • Approved -by: M467al &j;;;1L,, Right -of --way Fee: Time Authorized: Void After / .. / o Disruption Fee/Fund 111:' Special Conditions: TIFIZ El&j Restoration Fee:' Ggrds't'2wr-T jam OrT4 5Tfi^A/0A1UX . 'VS T!J%E. Total Fee: Sr.tYP� ?'o t.••l l!- OR W_Tf0?_ t'/M C- RUNS . Receipt No: �- Issued by: 1 m �cd sr "TiItK1G ► ni -r.-MQ u, UPON COMPLETION OF PERMITTED WORK,, AN'ENGINEERING FIN INSPECTION IS REQUIRED:PER CHAPTER 18.00 OF THE EDMON S COMMUNITY DEVELOPMENT CODE (P one 425-711-02209 E, 26 FINAL APPROVAL OF PERMITTED WORK: D E: LQ 1-7 lzms nspector's Signature . For inspection requirements see Engineering Inspection Information handout. DAMy Documents\Forms\Engnrng\ROWpermit_ doc PROJECT DATA GENERAL NOTES ZONING: R5-(o 1. ALL CONSTRUCTION. SHALL CONFORM TO THE 199'1 EDITION OF THE UNIFORM BUILDING CODE, CITY OF EDMONDS AND ANY OTHER TAX ID. NO: APPLICABLE CODE OR ORDINANCE. 43420440310000 2. ALL CONSTRUCTION ,SHALL BE DONE IN ACCORDANCE WITH THESE SITE AREA:�0,�000 S.F. C�0'X110') PLANS AND PROJECT SPECIFICATIONS. Zyc� SF 3. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT BUILDING AREA: OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE EXISTING HOUSI= 4 G,4R,4GE: 1,313 5F _ /.vc%/Q� f�Ax ZT PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. EXISTING ROOF OVERHANG, -��2a�e 4. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING TOTAL: - OFFICIAL PRIOR t0 CONSTRUCTION. NEW ,ADDITION: _ _ �7z NEW OYE:RHANG: 5. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACT` OF TOTAL: FRAMING OR COLUMN CENTER LINES UNLESS NOTED OTHERWISE. TOTAL BUILDING COVERAGE: _ /3/3 6. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE Co72- PRESSURE TREATED:WOOD OF ANY SPECIES OR FOUNDATION GRADE 7- CEDAR OR REDWOOD. ALL MARKED BY AN APPROVED TESTING AGENCY. MAX.ALLOWED 51TE COVERAGE: _ - "6F«,600 X 2-473 3�1, "I. ALL WOOD FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROUND SHALL BE REMOVED. TA S. ALL FRAMING LUMBER DOUGLAS FIR STANDARD 4 BETTER UNLESS u ANALYSIS NOTED OTHERWISE. UBC E:D I T I ON: 199'1 OCCUPANCY: R-3(DWELLING) 4 U-1(PRIVATE GARAGE) GONSTRUCTIDN: TYPE V-N S H I N D."hw OCCUPANCY SEPARATION: 1-HR.(TA5LE 3-5) - UBC TABLE 5-B ,4 -1 51 TE PL,4N/R00F= PL,4N -3= ,4-2 1=L00f;R PL,4N/DR. SC14ED. ,4LLOW,48LE FLOOR A-3 5TRUCTUR,4L NOTES/DE:T. ,lS,Rr=,G1,; UNLIMITED ,4-3.1 5TRUCTUi;;,:1,4L DE=T,41L5 MAX. BUILDING HEIGHT: 3 STORIES ,4-4 E31,IILDING 5E=CTI0N5 SIESMIC ZONE:: 3 ,4—E> E:XTERI.0f;R ELEV,4TION5/ A15C UJIND 5PE:3=D: ao MPH (EXPOSURE B) 5C14r=DULr=a WALL ,4ND OPENING PROTECTION: UBC TABLE 5-A BEARING: }R-3: ONE -HOUR LESS THAN 3 1=EE:T NR ELSEUJHERE NON -BEARING: SAME AS SEARING PE IG1-IT C,4LC6 OPENINGS: A _ I.EE ' NOT PERMITTED LESS THAN 3 FEET 5 = 1.0' D = 13' LS- - - - - AVG. GRADE = 10,125' A"'N RAP H I CCTUAL = 15.708' SYMB MAXI1" IUM= 35.125' BUILDING SECTION ,A SECTION IDENTIFICATION NORTH ARROW L 0 T A A ,A3 LOCATED .ON SHEET... & /& O 0 O FT. WALL SECTION LOT COVER,4GE: ,. ZZ �P6 B SECTION IDENTIFICATION ELEVATION MARKER i / A3 LOCATED ON SHEET.. LOT 5 L O P E: DETAIL 10 FINISH GRADE ELEVATION 1. % DETAIL IDENTIFICATION �� TAX ,ACCOUNT f= A,RCE L 1k; 1 ►�� LOCATED ON SHEET Al. TOP OF CURB 3-42 04-40310000 INTERIOR ELEVATION � ,\+Q�� TOP OF PAVEMENT 1 ELEVATION IDENTIFICATION IMPERVIOUS SURFACE C,ALCS LOCATED ON SHEET PROPOSED PATIO: NONE ROOM 5YM50L — CENTER LINE PROPOSED GARAGE: (INCLUDED IN ROOF CALC5.1" -6FFICE ROOM NAME f=ROPOSED DECK: 2X WITH GAPS 101 ROOM NUMBER - - PROPERTY LINE PROPOSED COHERED PORCH. (NONE) ROOM MATERIAL CODES PROPOSED DRIVEWAY. 510 S.F. let No FLOOR/BASE CENTER LINE OF STREAM WOOF OUTLINE: -I(o5. S.F. �� 2nd No WALLS/WAINSCOT CONCRETE STOOP: 24. S.F. 3rd No CEILING CONCRETE STEPS: 50 S.F. E0 SQFt. CEILING HEIGHT TOTAL = 1,409 .S.F. \\ SQUARE FOOTAGE GRID MARKERS NEW CONTOUR LETTERS IN ONE DIRECTION / NEW BUILDING Cs O V E RAG E NUMBERS IN THE OTHER / EXISTING CONTOUR 1,313 5 E X 15 ,T . H O U 5 E AND G, Iae 51= EXISTING R001= OVEF DOOR 5Yt-150L MATCH L INE 82 51= NEW ADDITION OPENING NUMBER SHAr->ED PORTION IS THE 03 eF NEW FROOF OVE FR 4cN( 1 DOOR IDENTIFICATION � SIDE CONSIDERED 22 � WALL 5`I'M50L ,� �� TOTAL 5U I L_ D I NC-; COS WALL IDENTIFICATION WINDOW SYMBOL WINDOW IDENTIFICATION 2 310 5f= t'-IAX. ALLOWED 5 (TE (r0,r000 cJ' f= X \1 4AN elf=— SAG ;= C 0 vE RACZ E 15' ALLEY 15' REAXYARD BUILD G SETBACK < EDGE OF NEW ASPHALT +0' +1' +2' �-- +2cla ' +4' r----------— ----------- ---�~ BU4-D NG S BACK +5, I I I I ASPHALT DRIVEWAY ET V.= �. ELEV.- I-1' +6 < 5' SIDE YARD BUILI'PINCs Sr A TBACK IB PROPOSED ePA I I �CgRCTAM I II Dm 8 Amim i 8' I M TER +9' I mwNr BE +g PF DOPOSED pROP08ED ADD I I Q I I 641 ea FTAS EhlR)t J I (� 682 $a MAW. FLOOR)pww w M4$T +10' w + 10' Z o I KITCHEN IM w.i.c. LAU DRY/ y� �97 um �¢ Ul D Fans11 r ti I +12' EFFECTIVE 1— 0 +12 I ,�� 5TORAGED Ii UPC SE ROOM SAT BEDROOM II EFFECTIVE 7-1-9 ELEV.= 1 - - - - _ EAV.- 13' PROPERTY LINE ZONE SETBACKS: FRONT SIDE _ =-,' 20' FRONT YARD REAR BUILDING SETBACK OTHER HEIGHT_...,.? REMOVE EXISTING CURB CUT AND INSTALL NEW CONC. CURB d SIDEWALK PER CITY STANDARDS IDALE'Y 6T. 9 APPROVED BY PLANNING DATUM PT. +100' TOP OF MANHOLE COVER 6652 PEN a DOr AHOU cc 0-4 CC M co CQ Q G7 r� w t� C M c a o z N U N x N Q OQ Q a m ' z i N wi N O � z � O Lj WN -') Q aQ oQ od, aQ aN �N 0 o W � cry Q CN2 o � W DRAWING CONTENTS:, SITE PLAN/ ROOF PLAN DRAWING NO.; FILTER FABRIC _ 2"X4" DOUGLAS FIR (NO.1 GRADE) OR STD. METAL FENCE POSTS. 48" WIDE FILTER FABRIC MIRAFI 10OX OR EQUAL. 6" FASTEN TO HOG WIRE W/HOG RIGNS OR STAPLES. LAY FILTER FABRIC IN TRENCH, BACKFILL W/PEA �6" GRAVEL. 6" I I I I I 2"X2" 14 GA. 2 WELDED "HOG WIRE" 3'-0" i i FABRIC OR EQUAL II PEA GRAVEL 4" if 2'-0" I I I I--- I I -�-TRENCH LINE Li I 1 4'-0" O.C. MAX. (TYP.) I I TEMPORARY SILT FENCE 2 STAKES PER BALE ,7\, J`'9-Q r rT 7 I I VIEW_ PUGET SOUND 0 L 0� 196th ST SW SEC77ON CORNER; FND AS NOTED 3I TE ASPERS QUARTER CORNER, FND AS NOTED WASH. £DHO STATE GLEN ST Ct L7 STORM CATCH BASIN FERRY �* �a DALEY ST SPRAGUE ST STREET LIGHT POLE MAIN 208t h CB U77LITY POLE t� ST SW 12" CONC (5) 1E=161.2;�' 12" CONC (N) IE=16.1.40' '� f N4 WATER METER o Z STREET 0 MANHOLE W' Q �{ CB TYPE 1 �- TBM '8 - PP -U- EDGE ASPHALT EDGE CONCRETE O1 3 220th ST SW Q 99 8" CONC S IE=165.48- / N. T. S. C-1 12" CONC((WM1 IE=165.48' x -x---x-M- FENCE LINE 12 CONC N IE=165.35 BAILING WIRE_ 12" CONC (NE) IE=165.55' --OH P, T- OVERHEAD POWER & TELEPHONE LINE COMPRESS BALES OR TWINE TOP OF / 6" CONC (N) IE=166.2V `\ ' TO FILL VOIDS STAKED BALE �I/ DITCH - - o GPM GAS PAINT MARK r it r tl 160) V CRUSHED ROC BAILING WIRE V V. . OR TWINE CI-' ELEVATION SECTION STRA WBALES 2 N. T. S. C-1 EXISTING GRADE 1 3 (MAX) I 2 MAN- k 1 3 MAN `t 6 3 MAN :•* ; :;� 8" MIN. 7HICKNESS 3 MAN OF SPECIFIED BACKFILL _ 4 MAN 6" PE'RF. P. V.C. zz 12" MIN. �o.C143.-6" ROCKERY DETAIL r31 N. T. S. GEOTE; ¢0 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N. T. S. - 4 \ N 8"2�'tiO3 y� OIL FILL CAP VIU11VI I I MAP \ �q CB TYPE I --�--�-� z "C NOT TO SCALE 6" CONC (SW) IE=167.79" CONIFER (TYPE/SIZE A5 NOTED) N 89 33 47 W _ _ c 18&� - 121M LEGAL DESCRIPTION 2 - / - - DECIDUOUS (TYPE/SIZE' AS NOTED) / w 6 BIRCH LOTS 31 & 32, BLOCK 44 , CITY OF EDMONDS, PER THE PLAT THEREOF --- -- - - - -- - - - -- - o ,",-APPROX. LOCATION OF EXIST. $" BS BLUE SPRUCE AS RECORDED IN VOLUME 2, OF PLATS, PAGES 38 & 39 RECORDS OF . FOUND CRIMPED 3/4- IRON PIPE SNOHOMlSH COUNTY, WASHINGTON. \ ;, . '~- - _ DOWN 0.7' IN LAWN, 2.00' N. & -'C "'~- - C CEDAR 0,28' E. OF CALCULATED POSITION. 17 s � --- � CY CHERRY (4/03) ° 9 1,59.5 j 170\--- D UNIDENTIFIED DECIDUOUS F FIR \ I M MAPLE Project Team 1%?15 170.9 Applicant/Owner .BFIVC BOARD FENCE Jeff Mackey \ CB STORM CATCH BASIN 1027 Daley Street OWNER/CONTRACTOR IS RESPONSIBLE i I MIPHT-C?FMAY CONSTRUCTION PERMIT CLFArc CHAIN LINK FENCE Edmonds, WA 98020-2943 I CS CONCRETE SLAB (425) 776-3500 FOR EROSION CONTROL ARID DAMAGE t72 AND INSPECTION REQUIRED EA EDGE ASPHALT ' \ ` i GPAI GAS PAINT MARK GUY GUY ANCHOR Enalneer/COntBct 173.9 172.4 B-11 HB HOSE BIB HWFNC HOG WIRE FENCE Evergreen Engineering Services Inc. MIS MAIL BOXES) 8626 Evergreen Way, Suite 215 OFC OIL FILL CCAPEverett, WA 98208 x PP POWER POLE174't 17�.s PPL POWER POLE w/ LIGHT (425) 513-2500 4 \l 7 PTPX O TRANSFORMER POLE Contact: R. Alan Murray 7, I 1 RFNC SPLIT RAIL FENCE SSMH SANITARY SEWER MANHOLE Surveyor 2 STORY I TE TRASH ENCLOSURE FRAME 175.0 WOOMead Gilman &Assoc., Inc. WOODI / i9+f3 WATER BOX i7625 130th Ave NE \ W/BASEMENT / WM WATER METER 17g F F 1 a 01 I I ` Woodinville, WA 98072 La 0 BASEMENT i f4251 486-1252 CATCH BASIN Contact: Ed Anderson SAVE--� MANHOLE Architect 1713 4 i ( / ° t92.8 ' 152.7 • CLEAN OUT Donahou Desi n G o ` _ � � / g / I g roup I $Y r 178,5 o a N / CARPORT N VALVE 2150 North 107th ST., Ste. 320 z Cy^� o Seattle, WA 98133 177•1 � / � !►! n � F ' '�zzzzz-/ 0 WATER METER 3-1960 Contact: s Joseph P. Donahou 4,CCPP l " 1 CYCLONE FENCE Ak FIRE HYDRANT INTAKES--�� - GATE 80 ���'`°', I„�� .x FENCE 0 -x 182.7 CAKM ROCKERY MONUMENT -IN- Sheet index ' ' ' � _ 17 ' . ����~ - / 182.6. VEi C-1 Grading & T.E.S.C. Plan _ 179-.3 `-� o • 9`49°10 1828 EXIST. DRAINAGE FLOW C-2 Drainage & Pavement Plan 183.5 182.5 152.6 PROPERTY BOUNDARY 1 i34,,7 183.8 FEN 1 2 4 - p"7 RIGHT OF WAY LINE r I y "7 PALLS 1 ( 184.7 x 164.8 x - - o x 78 I - CENTERLINE -o - � \�'• '�'� i� s ° �����% l TEMPt�C�ApY 0 NSi"RUCTI®N - - - - - - - - - - EASEMENT LINE Oq°° ENTRANCE EQUIRED 186426 INDEX CONTOUR IIN. I CLEARING LIMITS ° taa.2 8a.8 C TOP-188 64' 13"H -- - - - - - - ` I T�,. ------- 426-------- SUPPLEMENTARY CONTOUR LINE 'TD t..CLH'CD 426 190 PROPOSED CONTOUR LINE 191.2, - ts2.2 (f/£f�:111:;: a rn TOP-1982 ^� ( X X. FENCE - _ 0 ll TOP MAXIMUM DRIVEWAY SLOPE I----------- DT CONSTRUC77ON SEQUENCE: 1. FLAG CLEARING/GRADING LIMITS 2. INSTALL SILT FENCE/CLEARING LIMIT BARRIERS 3. EROSION CONTROL DEVICES AND RESOURCES TO COVER ALL SOIL, IN CASE OF EROSION RISK, ARE TO BE ON THE SITE AT ALL TIMES 4. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5. INSPECTION BY CITY OF EDMONDS 6. CLEAR AND GRUB WITHIN CLEARING/GRADING LIMITS 7. SI7E GRADING 8. INSTALL UNDERGROUND UTIL177ES 9. TEMPORARY COVER OR APPLY PERMANENT VEGETATION, WHICH EVER IS APPROPRIATE 10. COMPLETE AS -BUILT SURVEY OF U77LI77ES AND DETENTION FACILITIES STORM STUB LOCA77ONS AND SUBMIT TO THE ENGINEER 11. ENGINEER TO REVIEW AS -BUILT INFORMATION AND ADVISE CONTRACTOR OF ANY CONFLICTS OR GRADE PROBLEMS 12. FINISH GRADE AND PAVE DRIVEWAY & ALLEY 13. APPLY PERMANENT VEGETATION AND MULCH ALL DISTURBED AREAS 14. CLEAN-UP THE SITE. TEMPORARY EROSION CONTROL DEVICES MAY BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZATION OR AFTER THEY ARE NO LONGER NECESSARY N BASEMENT AC - _ ALOIDD 1401,6 194,50 I I- OR STREAM EXISTING GAS LINE S01TREET FILE t93.8 • _ � ,�a1. 93.7• 191.5) x P' 1g1,85 to 104,2 I C°�_ - _ - J EXISTING STORM DRAIN 35 34 W 33 � 194.0 P / �/ ::.R• / / � 30 ( I 29 1 28 I I Jam '--•---' EXISTING SANITARY SEWER I� EXISTING WATER LINE -- zar.� I T T EXISTING TELEPHONE » SCALE: 1 + 1 STORY �I I = 20 196.6 i WOOD FRAME W/BASEMENT I =1 tes.8 I #1027 I p FF=191.1' I 0 0 B NCH . N.A. v.0. 1988 0 10 20 40 80 I--- _....__.._. - - ORIGINAL BM: tsl �t97.Q cW V-297, A USCGS BRAS DISC STAMPED 'US COAST & GEODETIC SURVEY 60.00' G BENCHMARK, V297 194r. DISC IS SET VERTICALLY IN WEST WALL OF THE EDMONDS MUSEUM, 0.5- NORTH OF THE SOUTHWEST - - CORNER OF THE _ - - - - BUILDING. THE BUILDING /S LOCATED; ALONG Sth ST. BETWEEN MAIN & BELL. DISC IS SET APPROXIMATELY 2' ABOVE GRADE. ELEV.: 69.84' 1s7.6O , o BASIS OF BEARING: "i0 � ' to RECORD OF SURVEY FOR JENS C. PEI ERSEN BYE R E. DUNN JR. 1 DALEY I--•�" A I--•• E Y l RECORDED /N VOLUME12 OF SURVEYS AT PAGE 239, UNDER REC. NO. z d 8008285002, RECORDS OF SNOHOW814 COUNTY. I TBM 'A - N 89'49'10" W - -`- -- _ - -- 641.55 -- SET 60d NAIL, IN THE NORTH FACE OF POWER POLE ON THE SOUTH SIDE EX. ssMH DALEY ST. AT THE NORTH WEST CORNER OF HOUSE P 1026. ELEV.: 199.04' W 4" DI W APPROVED AS NOTED TOM B BY ENGINEERING SET 60d NAIL IN THE SOUTH FACE OF POWER POLE -ON THE NORTH SIDE IBM Pam.-'"�--- A 5 OF GLENN ST. AT THE SOUTHWEST CORNER OF HOUSE E 1033. 51?-II03 ELEV. - 168.09, _ Date: NOTE. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SUPPLIED BY.' MEAD GILMAN AND ASSOCIATES v� rcQVAL ENG��� A,/wIaw EXPIRES 4/30/05 Project Number 2853 ,I I i CB 12" CONC (S) EE=1ti'1.25'`� 12" CONC (N) IE=161.40' CB TYPE I RIM=165.48 8" CONC (S) IE=165.48' 12 CONC W IE=165.4>3 12" CONC N IE=165.35' xx�' 1 12" CONC (NE) IE=165.55' 6" CONC (N) IE =166.2B' \ a — N �9°33'47„ W — 8" PVC (S) IE=165.48 — \ r- NW1141 E<S'E1/ , SEC. 24, / . 27 N, R 3 E, WM. ' TBM '13' CB TYPE I � �- 1 6" CONC (SW) IE=167.79 ~�3g.97 N 89'33'47" W APPRO. LOCATION OF EXIST. 8" FOUND CRIMPED 3/4" IRON PIPE I DOIAN 0.7' IN LAWN, 2.00' N. Est 0.253E . OF CALCULATED POSITION. -170 \ U \ ! a 10' DRAINAGE EASEMENT TO BE N ,p ?9,Y-AftWeN*' 12F MSRt '( \ RECORDED ACROSS LOT 5, BLOCK 2, \ I RILEY PARK PER DRAINAGE EASEMENT -Co T i KWL, 01; 8%1%k_V 1N 61 I o AGREEMENT RECORDED UNDER A.F. N0. 00304180061 12'-8" PVC 0 6.7% C.O. IE=170.43 --- �-.-. - CARPORT I I 3 I C.O. IE=171.23 6 % I I / LOCATE AND CONNECT EXISTING' I DRAINAGE PIPE FROM LOT 4 TO NEW 2 STORY I I I DRAINAGE SYSTEM ON LOT 5 ,' WOOD FRAME I I W/SASEMENT / I #1030 F.F.=174.01 IW @ BASEMENT I I/ C.O. IE=175.32 n r'6+:'~�,;:.. — EAVE='' CARPORT .,a4. 8" CONCRETE RETAINING 4 4•'CPP 13"CY C.O. IE=176.33 WALL / INTAKES--180 / CYCLONE F � ENCE ! •• I I / CB-3 TYPE 1 x x ! GATE Cx `{CLc7 E FEN_ - 2.64 IE 179 38 �{ ._ 1L ALLEY 6.3 35'-18" N-12 @ 0 gq 19'-8" PVC ® 2.07. d �� nFMN PP t}D PEN � I I I I -_ _ �l p '_ _ CB-1 TYPE 1L "' r' I 1 } k� ce-2 E 1L I ACCEPTABLE TIGHTLINE RESICTOR "TOP=182183 MATERIAL I I I TOP-1 3 3 - IE=179�0 SDR 35 . 1E=178.8.E V - — — — i I Fit SCH 40 I C.> ----- `�� l - �. ���� I N -12 - Fr 13"H I '� \ . F810 HANCOR —190 10'" 8" CONCRETE��I I I ' RETAINING FOOTING DRAINS NOT ! I I z� v ►�rLe8 ` TO BE TIED INTO } -gASEr�IENT ACC DETENTION SYSTEM 1 35 1 34 I 3 .3 w � EAVES_ 30 1 29 1 28 1 0 I 0 1 STORY - �I � I I I APPROVED AS NOTED ''�' WOOD FRAME BY E GINEERING �! W/BASEMENT I fi I 1 1 Q e° FF7 1191.1/ Date: 21 �2003 6.3' .1' cw L VIM __2 — 2 _ G - _ alp alp En iQ iz 270.00' — N 89'49'10" W=� —8�— 641.55' — EX. SSMH TBPA 'A' -c� 4" DI - --W vl�� C. d . . 2" COMP. DEPTH ATB 6" GRAVEL BASE ASPHALT DETAIL N.T.S. NOTES: MINOR ADJUSTMENTS ALLOWED TO MEET FIELD CONDITIONS O2 ALL CONSTRUCTION IMPROVEMENTS PER CITY OF EDMONDS STANDARDS 0 10 20 40 SO DA T UM: N.A. V.D 1988 BENCH: ORIGINAL BAt V-297, A USCGS BRAS DISC ST ED "US COAST & GEODETIC SURVEY BENCHMARK, V297 1947'. DISC IS SET VERTICALLY IN WEST WALL OF THE EDMONDS MUSEUM, 0.5' NORTH OF THE SOUTHWEST CORNER OF THE BUILDING. THE BUILDING IS LOCATED ALONG 5th ST. BETWEEN MAIN & BELL. DISC /S SET APPROXIMATELY 2' ABOVE GRADE ELEV. a 69 84' BASIS OF BEARING: RECORD OF SURVEY FOR JENS C. PEDERSEN BY ELMER E. DUNN JR. RECORDED IN VOLUME 12 OF SURVEYS AT PAGE 239, UNDER REC. NO. 8008285002, RECORDS OF SNOHO SH COUNTY. TBM 'A SET 60d NAIL IN THE NORTH FACE OF POWER POLE ON THE SOUTH SIDE DALEY ST. AT THE NORTH WEST CORNER OF HOUSE E 1026. ELEV. a 199.04' TBM B SET 60d NAIL IN THE SOUTH FACE OF POWER POLE ON THE NORTH SIDE OF GLENN ST. AT THE SOUTHWEST CORNER OF HOUSE E 1033. ELEV: = 168.09' NOTE: BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SUPPLIED BY: MEAD GILMAN AND ASSOCIATES "� �GISTERE� `v /CNAL EXPIRES 4/30/05 Project Number 2853 CU F--i CL g cn 0 0 Cu CD CU CU (D V' C31 TD C_ �, 1 m co CV i CU U (O m LO m CU In U C3 L a Cn w w w U) rr r NWY14o SEi/4, SEC. 24, 1. 27 My R 3 Ey WM. FILTER FABRIC 2"X4" DOUGLAS FIR (NO.1 GRADE) OR STD. METAL FENCE POSTS. 48" WIDE FILTER FABRIC MIRAFI 10OX OR EQUAL. 6" FASTEN TO HOG WIRE W/HOG RIGNS OR STAPLES. LAY FILTER FABRIC IN TRENCH, BACKFILL W/PEA �6 GRAVEL. F-010-n 1 1 I I F IVA(:: KE Y AE)E 2"X2" 14 GA. 2 3'-0" + + i WELDED "HOG WIRE" "-► 1 r •. 11 1+ FABRIC OR EQUAL PEA GRAVEL + + -- + +--- --w--TRENCH LINE 2'-0" 1 11 I I CB 12" CONC I I 4'-0" O.C. MAX. (TYP.) I I 12" CONC (N) IE=161.40' TEMPORARY SILT FENCE ' CI3 � T._'E I PP r- + TBM 'B° N. S. C-1 8- CONC (S) IE=165.48' 12 CONC %t IE=165.48 r 12" CONC N IE=165.35 BAILING WIRE 12" CONC (NE) IE=165 55' 2 STAKES PER BALE COMPRESS BALES OR TWINE TOP OF / 6" CONC (N) IE=166.2V TO FILL VOIDS STAKED BALE DITCH CB TYPE 1 6" CONC (SIN) IE=167.79 V 1601 M' `---L- ��� U 11 11 ,� CRUSHED ROC _ BAILING WIRE u V"-" -- -�-- - - --- 0 , ..-•---APPROX. LOCATION OF EXIST. 8„ OR TWINE FOUND CRIMPED 3/4!' IRON PIPE DOWN 0.7' IN LAWN, 2.00' N. &�---- ELEVATION SECTION 0.28' E° OF CALCULATED POSITION. .17 5 (4/03) - STRAWBALES 2 I 172 170.9 EXISTING GRADE t 1 3 (MAX) { 2 MAN- k 1 3 MAN �'• -' 6 ` `r 3 MAN ,.+ :r. 8" MIN. THICKNESS �•: OF SPECIFIED 3 MAN BACKFILL 4 MAN .4 6" PERF. P. V.C. 12" MIN. � 0�, 3'-6" ROCKERY DETAIL 3 N. T. S. C-1 QUARRY SPALLS 12" MIN. GEOTEXTILE 110. 2 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE N. T. S. CONS7RUC770-N SEQUENCE: 1• FLAG CLEARING/GRADING LIMITS 2• INSTALL SILT FENCE/CLEARING LIMIT BARRIERS 3. EROSION CONTROL DEVICES AND RESOURCES TO COVER ALL SOIL, IN CASE OF EROSION RISK, ARE TO BE ON THE SITE AT ALL TIMES 4. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5. INSPEC77ON BY CITY OF EDMONDS 6• CLEAR AND GRUB WITHIN CLEARING/GRADING LIMITS 7• S17E GRADING 8. INSTALL UNDERGROUND UTILITIES 9. TEMPORARY COVER OR APPLY PERMANENT VEGETATION, WHICH EVER IS APPROPRIATE 10. COMPLETE AS -BUILT SURVEY OF UTILITIES AND DETENTION FACILITIES STORM STUB LOCA77ONS AND SUBMIT TO THE ENGINEER 11. ENGINEER TO REVIEW AS -BUILT INFORMATION AND ADVISE CONTRACTOR OF ANY CONFLICTS OR GRADE PROBLEMS 12. FINISH GRADE AND PAVE DRIVEWAY & ALLEY 13• APPLY PERMANENT VEGETATION AND MULCH ALL DISTURBED AREAS 14. CLEAN-UP THE SITE. TEMPORARY EROSION CONTROL DEVICES MAY BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE NO LONGER NECESSARY OWNER/CONTRACTOR IS RESPONSIBLE 1 FOR EROSION CONTROL, AND DAMAGE 172.3 1 3 1 . 173.9 172.4 j. X �173'S CARPORT 174 4 I 6 73.6 2 STORY ( I 175.0 \ WOOD FRAME W/BASEMENT I / / I 17e.3 F. F.-=174.01 0 BASEMENT / LJ LL �• SAVE ,78,4 Y 178,5 o / 179.1 It ' 17 11 � / 1 I I 11827 182$ VIEW_ PUGET SOUND 0 LEGEND �� 196th ST SW SECTION CORNER; FND AS NOTED SITE ASPERS QUARTER CORNER; !'ND AS NOTED WASH. EDMO STATE �v GLEN ST C. CI STORM CATCH BASIN ST FERRY Q DALEY E �a SPRAGUE ST STREET LIGHT POLE MAIN 208th -�-- U17L1TY POLE � ST SW E9 WM WATER METER o >- STREET 0 MANHOLE w 3 Q j' � --•- EDGE ASPHALT EDGE CONCRETE' � 220th ST SW Q X----X--X----X- FENCE LINE ;S 10 --OH P, T�-- OVERHEAD POWER & TELEPHONE LINE o GPJw GAS PAINT MARK OIL FILL CAP VI CI I T Y P 2"C NOT TO SCALE - - N 89°33'47" W - CONIFER (TYPE/SIZE AS NOTED) 12'M DECIDUOUS LEGAL DESCRIPTION �, (TYPE/SI;.E AS NOTED) 8 BIRCH LOTS 31 & 32, BLOCK 44 , CITY OF EDMONDS, PER THE PLAT THEREOF BS BLUE SPRUCE AS RECORDED IN VOLUME 2, OF PLATS, PAGES 38 & 39 RECORDS OF SNOHOMISH COUNTY, WASHINGTON. C CEDAR CY CHERRY D UNIDENTIFIED DECIDUOUS _ F FIR ' Project Team M MAPLE ARalicent/Owner BFNC BOARD FENCE Jeff Mackey CB STORM CATCH BASIN 1027 Daley Street CLFNC CHAIN LINK FENCE Edmonds, WA 98020-2943 RIGHT-OF-WAY CONSTRUCTION PERMIT CS CONCRETE' SLAB (426) 776-3500 AND INSPECTIONS REQWIRED EA GPM EDGE ASPHALT GAS PAINT MARK GUY GUY ANCHOR Ensalne®r/ContBCt HS HOSE BIB HWFNC HOG WIRE FENCE Evergreen Engineering Services Inc. CARPORT 4'CPP 1 ,. �- M `' �e INTAKES - 180 13 I p CYCLONE FENCE 3' GATE 0 FENCE j 6 ti�� 3 182.7 ._- 3 - 982.7 - - _✓ . / 162.$ .GRAVEL - - 179.3 ` _ o 9°4 9'10' 182.8 183.5 _ ',82.9- 4 p,.0 184.7 x y, FEN I 85.9 j �' �.7 oA x ( 78 I I - \ 155•8 I 8 5 _ ` 1Si.7. .�`�\'�i 1 EMPORARY CONST UCTION 1 - - - - 10 D9 ,9�rf f CLEARING LIMITS -o 1aa.2 - g5'a j T- 0 18g; ENT( NCE REQUIRED 18 TOP- 6•64 1 � 1 13"H1 ---- - TOE� .190 I 191.2 - - - 192.2 .rz`l lfu; . $ 19L "�Yrf I Gl wv TT 1 st 72 \�I MAXIMUM DRIVI WAY SLOPE I 1 I 193.0 ALLOWS 14% LLJ ' '_1 BASEMENT AC . P,t94.50 I P I i 193.s ^- - �'` .� � • . ; .•� q5� ,�a� g3.7 � 10�18� 85 194.0 35 ( 34 I .33 R � V 30 1 9 I 28 1 I p IT:1 STORY IY. , WOOD FRAME 18s,s ✓' W/BASEMENT 1 =`1 p27 I 0 I FF=191,1' I 0 . . ?197,0 1 s7.1 ml 60. 00` G _ _ L _ - _%__ I� 1 ^ i -G 1�lM- 197.Q 1- ( N 89.49'10" W - --- - - - a'� 64.1,55' - - - EX. SSMH ---' 4" DI APPROVED AS NOTED BV ENGINEERING PP�..''�- TBM 'A° MB MAIL BOXES) 8626 Evergreen Way, Suite 216 OFC PP OIL FILL CAP POWER POLE Everett, WA 98208 PPL POWER POLE w/ LIGH 7 (425) 513-2500 PTPX POWER/TELEPHONE POLE Contact: R. Alan Murray w/ TRANSFORMER RFNC SPLIT RAIL FENCE SSUM SANITARY SEWER MANHOLE Surveyor TE TRASH ENCLOSURE Mead Gilman & Assoc., Inc. WB WM WATER BOX WATER METER 17625 130th Ave NE Woodinville, WA 98072 (425) 486-1252 CATCH BASIN Contact: Ed Anderson - MANHOLE � "- - Architect CLEAN OUT Donahou Design Group N VALVE 2150 North 107th ST., Ste. 320 Seattle, WA 98133 ® WATER METER (206) 363-1960 Contact: Joseph P. Donahou FIRE HYDRANT ROCKERY ® Sheet Index MONUMENT -IN -CASE C-1 Grading & T.E.S.C. Plan EXIST. DRAINAGE FLOW C-2 Drainage & Pavement Plan PROPERTY BOUNDARY - -- - RIGHT OF WAY LINE CENTERLINE - - - - - - - - - - EASEMENT LINE 426 INDEX CONTOUR ------- 426-------- SUPPLEMENTARY CONTOUR LINE 426 PROPOSED CONTOUR L!NE X X--- -- FENCE ------------ DITCH OR STREAM (a EXISTING GAS LINE --- ---SD---------- EXISTING STORM DRAIN SEXISTING SANITARY SEWER I4 EXISTING WATER LINE T T EXISTING TELEPHONE AN DATUM: N.A.V.D.1988 0 10 20 BENCH: ORIGINAL BM: V-297, A USCGS BRAS DISC STAMPED, 'US COAST & GEODETIC SURVEY BENCHMARK, V297 1947-. DISC IS SET VERTICALLY IN WEST WALL OF THE EDMONDS MUSEUM, O.S' NORTH OF THE SOUTHWEST CORNER OF THE BUILDING- THC- BUILDING, IS LOCATED ALONG Sth ST. BETWEEN MAIN & BELL. DISC IS SET APPROXIMATELY 2' ABOVE GRADE. ELEV. 2 69.84' BASIS OF BEARING: RECORD OF SURVEY FOR JENS C. PEDFRSEN BY ELMER E. DUNN JR RECORDED IN VOLUME 12 OF SURVEYS AT PAGE 239, UNDER REC. NO. 8008285002, RECORDS OF SNOHOMISH COUNTY. TOM 'A. - SET 60d NAIL IN THE NORTH FACE OF POWER POLE ON THE SOUTH SIDE DALEY ST. AT THE NORTH WEST CORNER OF HOUSE 2 1026 ELEV. a 199 04' TBM B': SET 60d NAIL IN THE SOUTH FACE OF POWER POLE -ON THE NORTH SIDE OF GLENN ST. AT THE SOUTHWEST CORNER OF HOUSE 2 1033. ELEV.: 168.09' NOTE: BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SUPPLIED BY: MEAD GILMAN AND ASSOCIATES 40 SO ���ClVAL ENS'\ EXPIRES 4/30/05 Project Number 2853 PLO NC. H CL CD CU CU CD v L 01 I m C0 N a OJ Y U M m / In U a� "o L a LL, I.,., Cr I.,.I CIO r­4� F- cv7 CB 12" CONC (S) IE=1b'1.25' 12" CONC (N) IE=161.40' CB TYPE I RIM=165.48 8" CONC (S) IE=165.48' 12" GONG (W) IE=165.48' 12' GONG (N) IE=155.35 12" CONC (NE) IE=165455' 13'r CONC (N) IE=166.28- N �9.p �3 47 — 8" PVC (S) IE=165.48 \ NW114y SE'1/4, SEC. 24, T. 27 Ny R 3 E, WM. TBM 'a, PP o� CB TYPE I ""----- �38. 6" t^GPdC (SW) EE=967.79 N 89'33'47" W —1 APPROX. LOCATION OF EXIST. 8" I FOUND CRIMPED 3/4" IRON PIPE f I DOWN 0.7' IN LAWN, 2.00' N. & ( �03) E. OF CALCULATED POSITION. \ R 170\ \ ( a 10' DRAINAGE EASEMENT TO BE ( I { { \ RECORDED ACROSS LOT 5, BLOCK 2, N I�gNf�N"� 1G�l5+�MN"C \ I RILEY PARK PER DRAINAGE EASEMENT { o AGREEMENT RECORDED UNDER A.F. NO. Tp0 ,_. '[O f 1 NA,%, or- $ UI W I N 6,% { \ I \ 200304180061 j , 1 I { 12'-8" PVC 0 6.77C.O. 1E=170.43 CARPORT { { 2 3 4 C.O. IE=171.23 \\ _ 6 7I LOCATE AND CONNECT EXISTING -' 1 1 { DRAINAGE PIPE FROM LOT 4 TO NEW 2 STORY I { DRAINAGE SYSTEM ON LOT 5 MOOD FRAME { { W/SASEMENT / #1030 c F.F.=174.01 { { 0 BASEMENT I I/ Lu ' P { { C.O. IE=175.32 ,, r'a+: = ;.. — EAVE_ CARPORT _ { { _ . L 6"--CONCRETE �P --- / -w - . RETAINING f 4 Cpp c 13 CY C. IE=176.331 WALL / INTAKE GATE 80 / CB-3 TYPE 1 CYCLONE FENCE x x �� ! x CYCLONE FEN _ x - � f 33' / IE=179.38 FL GRAVEL >e a ALLEY 1t 3' 35'-18" N-12 0 0 X fi 19'-8" PVC 0 2.0J — � CnC TION D FEN b — — + CB-1, TYPE 1L ca- , ICTOR 1 Y z z E 1L I, ACCEPTABLE i•IGHTLINE 7`OP=1B3-83 _£ TOP=182 83 1 I { { I 1 IE=178 8.3'- � - _ — — ��� ° �� ��_� IE=17s. qo � I { I SDR 35 MATERIAL 1, l i f _ _ SCH 40 I I 13"H N-12 F81 A RANCOR CONCRETE I I RETAINING —WALLS >_u z BASEMENT ACC 1 I FOOTING DRAINS NOT 1 ( TO BE TIED INTO DETENTION SYSTEM 1 { I 3 1 34 13EAVES 0 I 2 21 EM 0I 1 I 1 I I I I I �:. 1 STORY �, I I! 1 1 WOOD FRAME { W/BASEMENT I 1027 I { ( APPROVED AS NOTED BY ENGINEERING I 6.3' _ _ 1 1 f AA.�C�AIIVrl�lli Data:.. �iti1i2c�3 Cw to � iJ. lJ IJr — {__. — — L — , � ll P . _._ 270.00' iiiiiiiiiam 'Ld c, l -----G-- 2 WM " _ 0 �IG � Iz ..... ..—.--•--......-...__.,.. — — _ — may; _ — N 89'49'10" W —8"^� fi41,55' EX. SSMH W...._._.....—� --4" --- -4" DI 'fir PP .-'' TBM 'A' p6p{i* 1.'C -- ktC-ilit-NlaD t 5� 0 ADD �i"rm l, 1 � 2" COMP. DEPTH ATB 6" GRAVEL BASE ASPHALT DETAIL N.T.S. NOTES- (2) MINOR ADJUSTMENTS ALLOWED TO MEET FIELD CONDITIONS (2) ALL CONSTRUCTION IMPROVEMENTS PER CITY OF EDMONDS STANDARDS 0 10 20 40 80 DATUM: N.A.vn 1988 BENCH. ORIGINAL B&* V-297, A USCGS BRAS DISC ST ED � •US COAST & GEODETIC SURVEY BENCHMARK, V297 1947'. DISC IS SET VERTICALLY IN WEST WALL OF THE EDMONDS MUSEU14 0 5' NORTH OF THE SOUTHWEST CORNER OF THE BUILDING. THE BUILDING IS LOCATED ALONG 5th ST. BETWEEN MAIN & BELL. DISC IS SET APPROXIMATELY 2' ABOVE GRADE ELEV. m 69.84' BASIS OF BEARING: RECORD OF SURVEY FOR JENS C. PEDERSEN BY ELAwR E. DUNN JR. RECORDED IN VOLUME 12 OF SURVEYS AT PAGE 239, UNDER REC. NO. 8008285002, RECORDS OF SNOHOMISH COUNTY. TBM 'A SET 60d NAIL /N THE NORTH FACE OF POWER POLE ON THE SOUTH SIDE DALEY ST. AT THE NORTH WEST CORNER OF HOUSE F 1026. ELEV. = 199.04' TBM SET 60d NAIL IN THE SOUTH FACE OF POWER POLE ON THE NORTH SIDE OF GLENN ST. AT THE SOUTHWEST CORNER OF HOUSE F 1033. ELEV. = 168.09' NOTE: BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SUPPLIED BY: MEAD GILMAN AND ASSOCIATES CNAL EXPIRES 4/30/05 I a 8i C oa'' J it � •S Qy1 3 0 4 qc Project Number 2853