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24303 91ST AVE W.PDF11111111111111 15473 24303 91 ST AVE W ADDRESS: r ?N TAX ACCOUNTIPARCEL NUMBER:U-A �,-rzoozo�- BUILDING PERMIT (NEW STRUCTURE): �a� Z0&-()szn COVENANTS (RECORDED) CRITICAL AREAS: DETERMINATION: E] Conditional Waiver E] Study RequiredX Waiver DISCRETIONARY PERMIT H'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: \' SEWER LID FEE S: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S).#: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: LOT: LID #: BLOCK: LATEMP\DSrs\Fomis\Street File Checklist-doc STATUS: ISSUED 1/25/2007 Expiration Date: 1/25/2008 Parcel No: 0046' )302800202 PROPERTYONNINER MICHAEL DAWSON 9016 242ND ST SW EDMONDS, WA 98026 NEW SFR VALUATION: $301,973 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 13 qier)vt W SHELTER FORM INC EARTHTECH DEVELOPMENT INC 1620 WASHINGTON AVE 554 SEAMONT LANE EDMONDS, WA 98020 EDMONDS, WA 98026 425-290-6545 LICENSE #: EARTHTDO03K4 EXP:2/11/2009 PERMIT TYPE: Residential PERMIT GROUP: 64 - Single Family Residence New GRADING: N CYDS: 233 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 OCCUPANT LOAD: FENCE: N ( 0 X 0 Fr.) CODE: 2003 OTHER: N ------- OTHER DESC: ZONE: RS-8 NUMBER OF STORIES-. 2 VESTED DATE: NUMBER OF DWELLING UNITS: I BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 IST FLOOR: 1604 2ND FLOOR: 1384 3 RD FLOOR- 0 GARAGE- 0 DECK- 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 704 DECK: 160 OTHER: 0 FRONTSE'I'BACK SIDESEMACK RE-kil S EYBACK REQUIRED: 7.5 PROPOSED: 20 IREQUIRED: 7.5 PROPOSED: 28 :::�RE�QUIRED: 7.5 - PROPOSED: 20 HEIGHT ALLOWED:25 PROPOSED:25 IREQUIRED: 7.5 PROPOSED: 12 SETBACK NOTES: Proposeddeck and2ndfloor decorative roofmeet setbacks. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OFTHE LABORCODE OFTHE STATE OFWASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THISAPPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS(HER DEPUTY ANDALL FEESARE PAID. 112-�CZa 7 ZIA Signature Print Name I Date I Re sed By -Dati WORMTOLVI IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI to/ IRCI 10. ARCHIVE APPUCANT = ASSESSOR 06 OTHER 0 � . 0 STATUS: ISSUED BLD20060839 i CONDITIONS FRONT ENTRYCOVERED PORCH WITH FLAT ROOF AND ORNAMENTAL RAILINGNOT TO BE USED ASA DECK (NO ACCESS). SEPERATE PERMIT REQUIRED IF CONVERTED TO DECK IN FUTURE. Lot line stakes mus t be in place at the time of foundation/setback inspection. All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. Approval of this foundation design is conditional subject to inspection of existing site soil conditions. Retaining Walls must be designed and constructed to resist the lateral pressure ofthe retained material. Provisions must be made forthe control and drainage of surface water around buildings. 0 Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventflation system operation description. A label shall be affixed to the whole house timercontrol that reads "Whole House Ventilation" (see operating instructions). 0 Maximum Height 25 feet. Measured from average elevation of undisturbed soil at comers of egended building rectangle. Subject to field check by building department. 0 Hose Bibbs (e)derior faucets) are required to have a permanently affixed anti -siphon device installed. 0 In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot watertanks. Per UPC 608. 0 Type B or L vent conn ectors requ ired on fuel -bum ing appliances pas s ing through unheated s paces. Per IMC 803.2 0 Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 0 Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. 0 City approved plastic piping may be used in water service piping provided that where metal water service piping is used for electrical grounding purposes, replacement piping shall be of like materials (UPC 604.8). A state electrical permit and inspection is required if electrical grounding is altered, removed, improved, or added. Contact State Dept. of Labor & Industries Electrical Division at 425-290-1309. 0 Any request for the modification, variance or other administrative deviation (hereinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with City code and for which a variance has not been specifica4 identified, request and considered by the appropriate City official in accordance with the appropriate provision of City code or State law does not approve any items not to code specification. 0 Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutofF. 0 Sound/Noise originating fromtenipomry construction sites as a result of construction activity are exempt fromthe noise Iii-iiits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pmon Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. 0 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext. 1326. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS. SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT. SEE ECDC 19.00.005(A)(6) r—BUI]LDING (425) 771-0220 Exr. 1333 1 ENGE.YMMG (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 - I I PUBLIC WORKS (425) 771-0235 1 PRE-TREATNONT (425) 72-5755 1 RECYCLING (425) 275-4801 When calling for an inspection please leaw the following information: Permit Number, Job Site Address, Type of Inspection being reauested. Contact Name and Phone Number, Date Prefereed, and mbether you prefer morning or afternoon. - &Erosion Control/Mobilization E-StormTightline FStorm Detention System E-Footing Drain Connection E-Footing Drywell I 13 F,Water Service Line EEngineering Final B-Setbacks B-Footings B-Foundation Wall B-Isolated Footings/Piers B-Retaining Wall B-Slab Insulation B-Plumb Ground Work B-First Floor Framing B-Plumb Rough In B-Gas Test/Pipe B-Equipment-Mech B-E)defior Sheathing B-ShearNailing B-Height Verification B-Framing B-Wall Insulation/Caulk B-Floor Insulation/Caulk B-Ceiling Insulation/Caulk B-SheetrockNail B-Building Final tTREET FILE NAME: M,k-e, DATE: SITE ADDRESS: PLAN CHK#: 1-1106 o PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: ) 9;� - / -f MAP PAGE: 005' CORNER LOT: (Yes / FLAG LOT: ZONING:_ R�-g - CRITICAL AREAS DETERMINATIONM 7-003-0172 Q Study Required: Waiver LiConditional Waiver SEPA DETERMINATION: Ll Fee U Checklist Ll APO list w/ notarized form 4 S7 o ct.. d,44 U(Needed for 500 cubic yards of grading, Shoreline Area- site within'200 ft. of Puget Sound or Lake Ballinger) UrExempt SETBACKS: Required Setbacks: Street: -7,5- Left Side: 7. 5- Right Side: Rear: 7-5- Actual Setbacks: Street: 4a"" Left Side: 2-9' Right Side: la, Rear:-210' Street map checked for additional setback required? (Ye LJ DETACHED STRUCTURES: P-'V. I k.", Ll ROCKERIES: L3 FENCES/TRELLISES: LJ BAY WINDOWS / PROJECTING MODULATION: wAAk6%.1 6a^ AL LJ STAIRS / DECKS: 6XIOt- 44- r4- ftV4,4-1 f-z^" PARKING: Required: 2- Actual:._3__L� ��l LOT AREA: 92 �, 1000- (040 a LOT COVERAGE: 2,3o�-�- S>0 Calculations: t' BUILDING HEIGHT: Datum Point: ~6ale nv�, - Iva e-rr,&-O� aturn Elevation: 4, -3 Maximum Allowed: 25, .479.2-5) Actual Height: M 7 A.D.U. CREATED?:6 "Yes SUBDIVISION: 5 --P 61 7- tly., TnLyi b1&4*- i -lot) S;v 4P u f C,�y -A C4,� S �.� P'4- 2,43 (7-P) e,�— 9'/, 7P j NCONFORMING LAND USE DETERMINATION ISSUED: "Ye�/—) OTHE�R 'k—Lt-tA 01 2-- (h�n. 0kte*- " kA4 A- AlUfr h L A ra,%4 ( WV1 4ZA-%ht*C Plan Review By: Newl3PPIanningDataForrn.D0C Ir // 9,STREET FILE D 100 q 9. s- ED AI&G--4 42 �g�N Efi T WER (6 APPROVED AS NOTED BY ENGINEERING Date: jz! OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DAMAGE 4 e-vZost6w 'CollIXTROL- -ro Bq- -919 Wmo-TAi%jw-t�, iw%- qxvobsD L07 A R,�-�A /'lA " X A ^j r Lorr 40, U-rf MAN 4�a i eoo _5- 410 3 30 71 L T a i I sriN G 7-opo Co NTOci Ptp (!E*:57-. C,, -'Z Pftope5cD-ropo ca 111+4 ro u A. 5 /2: -.11 0 --lC OF EDMONDS BUIDDINO 'DEPARTMEN-T �'�.IORK— 'ADDRESS NER- "fol A DE OW A Pp PPROVED JATF �Ilyeo� 13 BLD(G. OFFICIAL PERMIT 0 ED 0 -Af City of Edmonds I'VT. Development Services Department Planning Division Phone: 425.771.0220 i0c. Isgri Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of 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 subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). RECEivED MAY 2 0 2004 DateReceived: /cV-�4�03 City Receipt #: fS ' X(6 Critical Areas File #: Critical Areas Checklist Fee:- $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please subnidt a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map,' etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant,%RIff4 ' and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold "the `i� 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 furnished 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 authorizeo to ME3�is application on the behalf of the owner a's listed below. Property Owner's Authorization 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 pu J�ic officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and po� ndant to �*;/sa p ica4ion. SIGNATURE OF OWNER DATE OvujVr�kpplicant: Name ;�t —±�3 — �?�— 14 114� 11,6s/ treet Address / f City State Zip Te)ephone., Email address (6 ptional): Applicant Representative: MITI;k- Street Address City State Zip Mephon - Email Address (optional): 2. Property Tax Account Number: CAFileNo: locritical, Areas Checklist Site Information (soils/ topography/ hydrolo'' /iregetatio gy (2. AAA T 44 lcao/ V�_Ca %JLL6 33Mo.c2 r15AP(7.... 0 3. Approximate Site Size (acres or square feet): 4. Is this�site currently.developed? yes; no. If yes; how is site developed? 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-rLw 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-fept). Other (please describe): 6. Site contains areas of year-round standing water: Approx.Depth: 7. Site contains areas of seasonal standingwaier: Approx. Depth: What season(s) of the year? 8. Site is in the floodway A/0 floodplain — of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Wo Flows are seasonal? (What time of year? Site is primarily: forested meadow ;shrubs mixed :..urba!n landsca ed (lawn, shrubs etc) p 11: . Obvious wetland is present on site: — A42 For City 5taff Use Only 'PlanlCheckNumber, if applicable? Ii Zoned ? 3, CS mapped soil type(s)?. jWC th �'IQi2hrA t _A - - Q Area on -Mte 4'. fiticia. Areas inventory or C.A. map mi; diciim Critical Tl,�Je-) Clifical kre�t Check] ist.doe/4.22.2003 critical Areas Checkli ist CAFileNo: V341:111- Site Information (soils/ topography/ hydrology/vegetation) 1. Site Address/ Location: 2. 3. 4. Property Tax Account Number: Approximate Site Size (acres or square feet): Is this site currently,developed? — yes; X no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. sw 33b7lopi 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: Approx. Depth: 7. Site contains areas of seasonal standing water: ;Approx. Depth: What season(s) of the year? 8. Site is in the floodway AVO floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? 4zo Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow shrubs n-dxed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: A/0 --For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? 3. SCS mapped soil type(s)? W(� _1 L 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? Nl&�— DETERMINATION STUDY REQUIRED Reviewed WAIVER Critical Areas Check] ist.doc/4.22.2003 0 ED —V 11 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 -1� �1%91� Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of 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 subject property. The information needed to complete the Checklist should b-- easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). 46 4 - �iQ Date Received: 03 City Receipt#:_ Critical Areas File M Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: - A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a detertnination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its 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 furnished 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 fflEzviis application on the behalf of the owner as listed below. SIGNATURE OF APPLICANVAGENT DATE 13- Property Owner's Authorization 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 INKic officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and post5,ig 41tendant to,*is a 1 pplica+ion. SIGNATURE OF OWNER OwiWr�Applicant: Name Street Address ok City State Zip Telephone: 72f--- V4/� Email address (optional): DATE /, / T, Applicant Representative: Name Street Address City State Zip Telephone: Email Address (optional): Critical Areas Checklist.docJ4.22.2003 24100. 4, 4 410 41. 5 9121, cli 24 2� 1 l6c,� 9123' 00 N to -T 24117. tc): -to. 24118 - 8923:, CO 24135 8817 88 8725' 24 C4 C14, - cli 2 209. �ioi 28:- W 24207- 24210 8�726 124'21 32 V ht t, C4, 9 16 9102 24 - - - - - - - - - - 14301 24304 243051 24314 :24 3, 24316, 24315 24316 2 ST sw 7--- 24215 24il6 r 24217 2z co 24223 W14, 8704 2124222' �7? 6'-,,.8710 ?4305 24.307 10. 1 24315 CL 24317. 24325 24320 cli T4,116 A�P-42WW -N! �'W' M!li. .':�TA VDARD"DPTENTION SYSTEM WORKSHEET (5000 SF OR LESS) CALC. BY - OWNER: ADDRESS: 24 End PHONE: ' 4�L,5 -?qo �GSZNg DATE:' T/I 110(0 %A iMPERVIOUS SUFACE AREA 4, -j - PIPE DIA. PIPE LENGTH ORIFICE -T/qRx FOOTING DRAINS SHALL NOT RIM ELEV. -42�q.s FINISHED GRADE TIGHTLI UPPER CATCH BASIN DETENTION PIPE LENGTH 0-6% TO 1 .0% SLOPE NV. ELEV. CONTROLCB BE CONNECTED TO OCKING LIO (7� F IM ELEV. 115 0 FS" Min. clearance Measured from top of Cone. box or Hear, a. DETENTION SYSTEM jba� STREET 91 F- TO CITY COWEYANCE INV. ELEV OUTLET CONTROL RIM ELEV, INV. ELEV. 2'X2'Xl 2" DEEP CONTROL CATCH BASIN (4--6- QUARRY SPALLS OR EQUAL) IN, 6" COVER FROM CONTROL�. CONTROLCEI PRAP OUTLET SHALL BE PERPENDICULAR TO SPREADER TRENCH PERF. PIPE SHALL BE LEVEL & CAPPED AT ENDS I SPREADER TRENCH TRENCH SHALL BE LINED WITH MIRAF1 & ON TOP WASHED DRAIN ROCK CITY STORM CONVEYANCE SYSTEM SPREADERTRENCH $HALL BE AMIN. OF 10'LONG AND PERPENDICULAR TO CONTROL CB. REC.EIVED JUL 13 2006 QL UV-t'LLLJ"Mt:N I 5tHVICES CTR NOTES I �NOF EDMO 1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION I -A SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. it/ APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. 11406� - The outlet control orifice must be kept open at all times. DATE -67 c. 18,9 "1 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: www.ci,edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering October 3, 2007 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Please be advised that there has been some confusion on certain lots and their addressing. The following addresses should be shown as such: Parcel #: 00463302800201 should be addressed as: 24303 - 91s, Ave W Parcel #: 00463302900203 should be addressed as: 24305 - 91s' Ave W Occupancy: R3 GARY HAAKENSON MAYOR If you have any questions regarding this letter, please contact me at 425-771-0220 or Umbaugh@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Re S 'YZ The r� u/g� Permit Coordinator Edmonds Building Department cc: Michael Dawson PO Box 1823 Lynnwood, WA 98046 L\Ten1p\DST' s\rvl aster Letters\New A(fdressIO/3/2007 Incorporated August 11, 1890 0 Sister Citv - Hekinan- .1anan ......... 4 Highlands 23509 123,U 4508 23507 f A 9017 23507 23523 235( -- 1 .1 , 23515 9015 235 2�51 6 23515 9013 23529 92005 9011 ;j7. 8923 88( Highlands, 9020 o F 9114 23616 23619 9108 9300 9012 23622 0 8814 9102 9010 23700 23713 237 89oo 8905 SIM) lux. 91 12 8912 8828 23824 23828 23823 rona. so, 8829 1001 Sec oil E;tlq 240TH ST SW 88( 9024 o P24.O r �i 1 87 8707 23506 23504 ZD �; 't i� 23519 . . . c L85- 23512 3] 23S14 23520 8'03 8621 8609 P4rk & _6505 8423 23522 23 8532 23 5 123601 —236 23 1 5 123603 14 23605 8504 1 23607 23622 23621 10 CD as 23619 23622 123626 23630 23629 8425 23706 87�3 87 9 8427 23720 23�- 17 8723 ' '19 231- F Q 23j2 .2. 23YI23 238TH ST SW 8710 6628 U j 23805 23808 > < 1 cl 23814 :Uj 23815 23815 'A. ISO --- 238M -1 23EL22 23820 OD 2 83 3 0 23828 --T o 1729 23904 23901 K Miss�n 239D4 ?3901 23912 17275. 8629 17-21], .40M :- W-1 t.70.O RESUB Return Address SEP 2 9 2006 ,MQ n4 C4 NO EXCISE TAX :VQ REQUIRED BUILDING DEPARTMENT ECAOVIA 0 K Ot A,)(4 CA�02 CITY OF EDMONDS SEP 2 8 20. 06 800 DANTIM, SmWMM COUNY Tfflasulgr I IIEI IIIII IIIII pill IIIII IIIII IIIII IIIII III IIIII III 1111111111111 200609280568 6 PGS 09/28/2006 2:44M , �37.00 SNOHOMISH COUNT ARINGTON Document Title(s) Reference Number(s) of Rellated Document(s) Additional Reference Ws on Page Grantor(s) Grantee(s) t� k I C�A C�\ Additional Grantors on Page _ Additional Grantees on Page Legal Description (abbrevia�,d form: ie Lot/Block/Plat or Section/Township/Range) A,7 PqVt �z / -:; f 5 61 A) Mfl 1-o f 7 61beV- X��4ollfs 6,!,Wa �),(, Azz -; g i,�tecj -Tfic�et4 q,.rc P,-2 5e4 Complete Legal on Page,,�&, Assessor's Property Tax Parcel/Account Number �oo,4 (v-.33 cze� oo2 --02 (s/- 6102 -OP Additional Parcel #'s on Paae Zzcl The Auditor/ Recorder will rely on the information provided on this form. —1 lie responsibility for the accuracy of the indexing information is that of the document preparer. After Recording Return to: Thomas F. McDonough 5 10 Bell Street Edmonds.. WA 98020 EASEMENT AGREEMENT RESUE3 SEP 2 9 2006 BUILDING DEPARTMENT CITY OF EDMONDS T141S AGREEMENT is made and entered into this ZZ day of 2we 2006, by and between the owners of the below-descrlibedreal property. FOR AND IN CONSIDERATION of the mutual promises and covenants contained herein, the parties agree and stipulate as follows: I . PREAMBLE. Heath M. Dawson is the owner of Lots 2 and 3, commonly known as 24305 -91" Ave. W., Edmonds, Washington 98026. The owner of Lot 1, which lies north of Lots 2 and 3 is Michael Dawson. All successors in interest to Lots 1., 2, and 3 shall be bound by and obligated in accordance with the terms, conditions and covenants of this Easement Agreement. Each conveyance, covenant and declaration herein shall include after acquired title. 2. OWNERSHIP OF LOTS 2 AND 3. Ileath M. Dawson is the owner of Lots 2 and 3, which has a common address of 24305 -91 " Ave. W., Edmonds, Washingtort 98026 and legally described as follows: PARCEL A: THE NORTH 100 FEET OF LOT(S) 2, BLOCK 29. HANBURYS SOUND VIEW TRACTS, ACCORDING TO I. -HE PLAT 1714FREOF RECORDED IN VOLUME 7 OF PLATS, PAGE(S) 20, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EASEMENTAGREEMENT- I SEP 2 9 2006 BUILDIfq CITY 0GF0eEDPMA0RTVMDSEAJT PARCEL B: THE EAST HALF OF LOT(S) 3, BLOCK 29, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS, PAGE(S) 20, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; EXCEPT T14E EAST IS FEET OF THE SOUTH 100 FEET THEREOF. BOTH SITUATE IN T14E COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TAX ID NO. (PARCEL A): 004633-029-002-03 TAX ID NO. (PARCEL B): 004633-029-003-01 3. OWNERS IP OF LOT I - Michael Dawson is the owner of Lot 1, which has a common address of 24303 -91" Ave, W., Edmonds, Washington 98026 and is legally described as follows: THE SOUTH 80 FEET OF LOT(S) 2, BLOCK 28, HANBURY'S SOUND VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 7 OF PLATS, PAGE(S) 20, RECORDS OF SNOHOMISH COUNTY, WASHING771"ON. SITUATE fN I T14E COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TAX ID NO.: 004633-028-002-01 4. GRANT OF EASEMENT. The owner of Lots 2 and 3 hereby grants to the owner Of Lot I the following easernents that are perpetual. intended as covenants ranning with the land to benefit and bind the respective owners of said parcels, their heirs, successors and assigns for the use and benefit of Lot 1. a- RoadwqyEasement- An easement for ingress and egress over and across Lot 3 and the triangular area depicted in Exhibit 1, attached hereto, and incorporated by this ref erence, which coDsists of that area generally described asfollows: EASEMFNT AGRFFMFNT -2 RESUB.- SEP 2 9 2006 BUILDING DEPARTMENT CITY OF EDMONDS That certain triangular area, whose north border commences at the northwest comer of Lot 2 and thence along the north line of Lot 2, and whose east border is the east line of Lot 2, and whose hypotenuse (border opposite the northwest comer of Lot 2) is the line whose midpoint is twenty (20) feet from the northwest comer of Lot 2, and extends to the north and east borders. Said area consists of approximately Ldo square feet. Said roadway easement continues over and across Lot 3 and the area not to exceed twenty-five (25) feet iY) width and continuing southerly over Lot 3 to 244h St. SW. b. Utilities: An easement for -utilities and to construct, maintain, repair and replace said utilities and appurtenances from time to time over the same area generally described above. The owner of Lots 2 and 3 shall not be liable or responsible for the cost of construction, maintenance, repair or replacement of the utilities and appurtenant facilities. MAINTENANCE OF EASEMENT. The owner of Lot 1, its heirs, successors and assigns, shall be solely responsible for all costs of maintenance, inspection, improvement, repair, construction, reconstTuction, location and relocation of said utilities as well as the roadway easement. 6- INDEMNIFICATION- Except for intentional acts by the owner of Lots 2 and 3, the owner of Lot I shall indemnify and hold the owner of Lots 2 and 3 harmless from any and all costs, damages, expenses, losses and/or attorney fees caused by the owner of Lot I's exercise of the easement rights created herein. 7. INCONSISTENT USE. In addition to the obligations set forth herein., each party ag-rees they will not construct or maintain any structure inconsistent with the easements and covenauts ln this Agreement. FA.SEMENT AGREEMENT -3 RESU8 SEP 2 9 2006 BUILDING DEPARIMENT NONSIGNING PARTIES. This Agreement shall CITY OF EDMONDS be binding upon the parties, their heirs, administrators, successors and assigns, and the covenants and casements herein shall run with the land. 9. AGREEMENTS TO RUN WITH LAND. The easements created hereby and the agreements and covenants herein shall be appul-tenant to the real property and shall touch, concern and run with the above described real property and shall be binding upon the parties herein, wid run for the benefit of Lot I and all persons and parties claiming by or through Lot 1, in perpetuity. 10. ATTORNEY FEES. In the event it becomes necessary for either or both of the parties to retain an attorney to undertake action to enforce performance of an obligation arising out of this agreement, or defend a claim brought by the other, then costs and reasonable attorney fees incurred by the prevailing party shall become the obligation of the non -prevailing party, whether or not suit is instituted. 11. COMPLETE AGREEMENT. This Agreement incorpOTates the complete agreement of the parties. IN WITNESS WHEREOF, the undersigned have executed this agreement the day and year first above written. OWNER OF LOTS 2 AND 3: ,-% Q"a' - Heath M. Dawson CASCMENT AGREEMENT -4 OWNER OF LOT 1: Michael Dawson STATE OF WASHINGTON ) : ss. COUNTY OF SNOHOMISH) 9 RESUS SEP 2 9 2006 BUILDI�G DEPARTMENT CIn OF EDMONDS On this —22— day of g'� �hr �'PL4'� 2006, before me, the undersigned, a Notary Public in and for the State of U ashington, duly commissioned and sworn, personally appeared HEATH M. DAWSON, the individual that executed the foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed, for the uses and purposes therein mentioned, and on oath stated that lie is authorized to execute the said instrument. Witness my hand mid official seal hereto affixed the day and year first above written- 0 A zFAZZ X N " STATE OF WASHINGTON : ss. COUNTY OF SNOHOMISH) Z 17-g 140tAR'� PUBLIC in and for the State of Washington, residing Ve —6 My Appointment Expires: (do not put seml beyond 1-1/2" borders of thi-4.7", On this day of 2006., before me, the undersigned, a Notary Public -in and Jbr the Stat y commissioned and sworn, personally appeared MICHAEL DAWSON, the individual that executed the foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Witncss,,%X\4q% and official seal hereto affixed the day and year first above written. bq� I lilt, NN/' :I k. I& I/ TARY PUBLIC in and for the State of Washington, residing rc,�Iy?6 My Appointment Expires�. 61 �d Ido no( Pu( VCHI beyond 1-1/2" borderN ofthis pa6el VVA5\*' EASEMENT AGREEMENT -5 E 0 .-.02 NOT 7'0 SCALE, 74 aleaula SEP 2 9 2006 """D"' C 17 y oop OeEDP W�oFli% gjV-r Lh z Oj. os, t �jEW'ER EIISTRI&,-'--`� SURVEY AAM411 OF PROWWFn nPVN npmpwr a PFW MRS n rz"�'. ;,J A KIE m m RFSS , 112 SEP 2 9 2nns ,jAPPLIUAN I S NAN, BUILDING DEPARTMENT AFFLICAHT'3 A� �%.API`LICANT'S PHONF 1.� 7 -r CITV OF Eomokos .��ijC,r\'ESS OF SIN(31 �- I-AMI!Y'., MULTI 1*7 ANIILY-'--- # OF UNITS SPRINKLER SYSTEM? 30�: INI! 1/4-S RESPECTIVE FF-ES RFQLJIR-E-D SEFORE CONNECTION TO 0LYMPIGVIFVV 5YSTFPA CONTRACTOR PERPDRIVINGOHM (I N rIUVAOR ADDRESS CQNTPACD3R DAN EVE PHONE 1 --131FRE E CONTACi 'PIfkS0f',I I WNSE i BOND V MGHT OF WAY PERNT REQTRF�fj P'RIOR TU-JOB STA,;;'Il* WATER CHECKUST DET EXT NEEDED LATPCOMI-HS KH- FW I U T'( F E E RECK.d"IAL FIuf-' P&C. py now rAp FFF RDVV 0 cow rTw-l' CC(; NEEDED THE FEES A40 00570 QLQAEL AVU S!&MM15 W� AnD ARE LOWEGITO GMA! m4n ovTon.. All F'Aio - -.- - - -- -- , I ;MwONT PMn TAP CARD 4 �S 'CARI) It ------ . . ....... STAFF r I �%] I I i�A 9 STREET FILE RLE,que SEP 2 9 20C - cl ry OF r 'CMOs OLYMPIC VIEW WATER & SEWER DISTRICT ( form is valid one year from date filled out ) SURVEY DRAWING OF PROPOSED DEVELOPMENT IS REQUIRED DATE --2 - I � -- D(P FILE tt OWNER'S NAME M L (F o4t-,j WNER'S ADDRESS 2- 5c ;, WNER'S PHONE # -2 's� APPLICANT'S NAME (C- �L (�-z7 APPLICANT'S ADDRESS '�� ",z --;? C<-.(-j lsi�4 Ft c —(" ��PPLICANT'S PHONE # ADDRESS OF PROJECT----2-14:�> DESCRIBE SCOPE OF WORK c / �- S�-� ARE WATER/SEWER�AAVYAILABILITY FORMS REQUIRED? V\ BY WHOM?. SINGLE FAMILY? MULTI FAMILY? — # OF UNITS SPRINKLER SYSTEM? STAFF INITIALS RESPECTIVE FEES REQUIRED BEFORE CONNECTION TO OLYMPIC VIEW SYSTEM CONTRACTOR PERFORMING WORK CONTRACTOR ADDRESS CONTRACTOR DAY & EVE. PHONE # CONTACT PERSON LICENSE / BOND # RIGHT OF WAY PERMIT REQUIRED PRIOR TO JOB START WATER CHECKLIST DEV. EXT. NEEDED LATECOMERS FEE FACILITY FEE --.. "ISIL REGIONAL FAC. FEE METER CHARGE 0')-- c" 0 R.O.W. PERMIT- J 7(-) CCC NEEDED !\CV-) THE FEES AND COSTS QUOTED ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGES AND ADDITIONS. TOTAL CID STAFF INITIALS., Ut2f- AMOUNT PAID TAP CARD # STAFF INITIALS \\Mtring\OVData\Share\Short P1ats\Shrtplat\lnfoForm.doc SEWER CHECKLIST DEV. EXT. NEEDED LATECOMERS FEE FACILITY FEE � Q- 40 REGIONAL FAC. FEE SIDE SEWER PERMIT R.O.W. PERMIT -- 5!� EASEMENT NEEDED WOODWAY RELEASE THE FEES AND COSTS QUOTED ARE ESTIMATES ONLY AND ARE SUBJECT TO CHANGES AND ADDITIONS. C)CD TOTAL s. — STAFF INITIALS UV) -- AMOUNT PAID SS CARD # STAFF INITIALS D5 S1/2 SWI/4 S31 T27N R4E - r— p j, I I A of -f� 23920 TT-V I I 1 0 of 102 9,15 gfzs gols 9015 1 9003 1 89M 30 OL 1 02 1 7 1 04 8809 8721 7f7 02 00 V E 240TW\ `5 MH 1-i 8 UH -60A t ST MH 1- 04,8519 509 07 00 _W 23926 MH L UH 145 — /2- - 38��'-B" S-1.50% 355'-B"' S=6.73% 145'-Er S=CL40% 255'-8- S=0.40% 51r-Ir - MH 2-206 ------ 0 0 0 - x __ 5=0.6839 MH 07 014 9004 8932 8916 MH 1- 9 6'-8- S= 0% X. 24007 8506 MH 1-140 1H �162 — 1 11 , - VACAArr oo 8700 m -59 01 0 ior be MH 1-60D 11H 11 -- 598 H 1-59F ot of 4 30-0' S=U. EDMOND a C.0 a- W, 6.26% ..14 8410 H 1 60 116fo tn aL, 4 05 MH 1-14 1 2402 MH 1-59C n, 8.9so 8920 * _L, w I _j (46J3) �p 01 -1 09 of :GREENEIR 9.50Z -19 (8418 9002 89z6 5924 24 m I 4 00 1 5 4 MH I 00 24028 1-60 0�" C.O. C.Oj 7002) 02 It 00 MH - 11 C CO I be 00 5 j�,, I - m 7 of 24030 .0. (4) 24faS 0 'j� .91 9It9 4fo it 2410 (4) 24105 24101, 1 2dfO8 , ol LOT 2 UH 2-205 MH BA (4) 24fff I D2 MH 1 00 240 _161 P(VC _47 It .9 ' N fIr 1 1 2", .3) 4ffI d �411. 01 ---- oi. 0, 9 ;21111 1:iO 66.5'-B' 9,2., F oi 0, (2) _� � _j 0 1 9007 S=0.40% 2 24"8 Z-411. k I't 2 r__ - - __" ___ -F (2) 24111S (2) 241 02 aros .70. 1 I �, a I (2)Z4118 125 -91 2 < M H 1-4 2.fIS5 Z4 8605 0 88f5 (1)67 , I "I I f I ED 00 24k'PD 7 8725 24127 8623 0 o 90,4, o2 (1) 1 86171 SW' 00 70*- 215"-8- S=2.30% - 245'-S' S=6.03X Z/j - S=0.7.37 12b--B- ----- '-B" ---- - ------- 265' 31 S=1 S=2.82% S-2.8 X C) 2 22 MH 1-69A MH 1 69 be MH 1-68 t;-- MH I- MH 1-66 H Uj -64 H 1 2 9 11 901 Z4206 MH I j 24 7 24210 24211 87M e7oz 8604 5f2 bc 00 : 00 00 16 1 01 0 oa A I K I co no Lj 0 1-1217 D1 02 1221.4 0) 1 8730 Ito 402 -CO 15, < C; 24 9 10 M 1-70 --- 1 02 8704 05 00 .1 9016 90 24223 871 Oz 0_ 222 E- In 02 24Z20 24221 14 87Z8 05 4 3 ol 11 24229 9116 MAT AY N IMH 1-72B 1 02 aroz 2,.,o., . swu 8630 02 of �1_01 1, 69B 01 24228 24227 5 24230 12 2423113 0.3 MH 1-7 C t 0,-B- 0, 1 305 - 4 5 -UNK LW H 1- 74 TF I 24303 24304 2�06 213. j-r� 24305 Z4306 t 2430 02 6 aj I 5 11 y p CO 3 86.es, 01 C.00i 24307 3 24309 627 i3 8509 ig 15T 1 .4. 1: 43ti 1 --- H 1-72 1 1 24315 00 1 80 4 1 of m 1 24,115 24 21.11.1 36 .1 24317 7 1 j[_j 02 0 __ 43 FT : I., mo I\D 0'1� . �jV� J . 1 Not po- _ _j [ 115 oj ol .4 f" 'L-4321 01 Z 3Z5 (2) 24321 8805 ZtjZeM a 86ft 860.91 0) asc� It_ 8515 .4, 1 1 1 co isw 8431 241TH 1, 09 CYIJ 36 - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - -- - UH 2-211 -RD 11 r__1 0 1 a t� Western Engineers Inc. SURVEYORS - PLANNERS - ENGINEERS January 23, 2008 City of Edmonds 121-5 th Avenue North Edmonds, WA 98020 13000 Highway 99 South * Everett, Washington 98204 (425) 356-2700 Subject: Permit No. BLD20060839; Drainage Comments Dear Mr. Fiene: FAX (425) 356-2708 In response to your comment letter dated December 28, 2007, we are providing the necessary documentation to verify the pump horsepower required to drain the detention system. The included information is the storm water modeling drainage calculations for 5000 square feet of runoff for the 100-year design storm; hand calculations to verify pump horsepower matching the 1 00-year storm event and this cover letter with my stamp. If you have any questions regarding this letter or my calculations please call me. Sincerely, WLestern Engineers, Inc. B,)qy R. Constant, P.E. Prcjb�kt Manager [EXPIRES 09111i '3H�pz;' ZP IJ C: / My Documents / Dawson 1-23-2008.doc LAND USE CONSULTANTS a CIVIL ENGINEERS * LAND SURVEYORS * ENGINEERING CORPORATION V`7 'c? -- 4f v-�l d O)o(Xh H(v, + dtf4- 4- o ,-VZ!Z� t---t-7 en --7 ':� . ......... Lz -C Ce-� -/47 -25 JC.Incp 1/10/08 3:28:8 pm Western Surveyors Inc page 1 MIKE DAWSON SINGLE FAMILY HOME EDMONDS, WASHINGTON 100-YEAR DEVELOPED CONDITION BASIN SUMMARY BASIN ID: D100 NAME: 100-YEAR DEVELOPED SBUH METHODOLOGY TOTAL AREA ....... : 0.11 Acres BASEFLOWS: RAINFALL TYPE .... : TYPElA PRECIPITATION .... : 3.50 inches AREA..: TIME INTERVAL .... : 10.00 min CN- ... : TC .... : ABSTRACTION COEFF: 0.20 PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME 0.00 cfs PERV 0.00 Acres 0.00 0.00 min �Vllljff 7wo IMP 0.11 Acres 86.00 10. 00 min 1/10/08 3:28:8.pm Western Surveyors Inc page 2 MIKE DAWSON SINGLE FAMILY HOME EDMONDS, WASHINGTON 100-YEAR DEVELOPED CONDITION HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 0.052 480 876 cf .-0.11 ES60 MODELS ES60D1 1160, U 11 8.71 Specifications Submersible Sewage Pumps E CSA-cCSAus 6/10 115/60 Discharge Included) 2- 155 127 010 29 28 12.1 10 68 14.8 1 12.25 1 10.8 8 Sj60jM120 11462 = Z E/601 0.3 M M anon "691"48 IMIM<__ ES60M2.20 511482 CSA-cCSAus 6/10 230/60 2"(3'Flanged 2-- 52 155 127 29 28 12.1 20 68 148 1225 108 Discharge Included) I I I I ES60WI .201 511543 1 CSA-cCSAus 16/10 1115/60 1 Dis'cha"rge' ES601)1-10 1 511562 1 CSA-cCSAus 1 6/10 1111/60 1 Discha"rge' ES60132-20 1 511584 1 CSA-cCSAus 16/10 1 230/60 1 Dls`charg� FLOW - LITERSIMINUTE 0 160 320 480 640 30 25 20 15 U_ 10 5 2" 1 10.3 115511271 98 1 70 1 29 1 28 1 12.1 1 20 1 68 1 14.8 1 12.25 1 10.8 2" 1 10.3 1155 1127 1 98 1 70 1 29 1 28 1 12.1 1 10 1 68 1 14.8 1 12.25 1 10.8 2" 1 5.2 1 155 1 127 1 98 1 70 1 29 1 28 1 12 1 1 20 1 68 1 14 8 1 12 25 1 10 8 Construction 7 6 X W W 4 2 W X 0 0 50 100 150 200 FLOW - GALLONS/MINUTE www.LittleGiantPump.com Motor Housing Epoxy coated cast iron Impeller Material Epoxy coated cast iron Impeller Type Two -vane, non -clog Volute Epoxy coated cast iron Power Cord 16/3 SJTW-A Mechanical Shaft Seal Nitrile with carbon and ceramic faces Fasteners Stainless steel Shaft Cold rolled steel Bearings Upper and lower ball bearings SSPAIA Little Giant Pump Co. PO Box 12010 - Oklahoma City, OK 73157 Phone: 405.947.2511 - Fax: 405.228.1550 E-mail: customerservice*littlegiant.com Form 996115 — 08/2004 Western Engineers Inc. SURVEYORS - PLANNERS - ENGINEERS _Ojo� 4 "I'll, .11 '".. 51 ......................................................................... February 22, 2008 City of Edmonds 121 — 5h Avenue North Edmonds, WA-98020 13000 Highway 99 South - Everett, Washington 98204 (425) 356-2700 J 1.2 FAX (425) 356-2708 FEB 2 5 2008 PERMIT COUNTER � Jrp Subject: Permit No. BLD20060839; Drainage Comments Dear Mr. Fiene: @ T In response to your telephone conversation on February 21, 2008, we are providing the additional calculations necessary to clarify our previous letter and documentation. In my previous calculations it was unclear the exact total of Head Loss in the force main pipeline. In the course of my re -calculation of the head losses, I discovered an error, which is now shown correctly on the attached hand calculations. For the small amount of runoff flows, generated by the 100-year stonn for 5000 square feet of new impervious area (Q=0.052cfs), we have a close approximation matching the pump size to the small runoff volumes. Total Head Loss is 14.0 ft. Using the pump characteristic graph curve for each pump variation, the small head loss most closely matches the pump available below. We propose to use the smallest 1/5-HP pump (Little Giant model 505700). Vsing this pump with an in -line check -valve increases the head losses to meet the minimum pump capacity curve for our required setup. This model is measured in gallons per hour. This converts our runoff rate of 0.052cfs to 1400 gallons per hour. See attached pump documentation. We propose a 1- 1/4 inch check valve and 225 feet of I- 1/4-inch diameter pipe to be installed in the outlet for the force main. This will allow the overall outlet flows to be reduced to match the required I 00-year runoff rate. We have included information for the storm water modeling drainage calculations for 5000 square feet of runoff for the C: / Barry / My Documents / Dawson 2-22-2008.doc a LAND USE CONSULTANTS - CIVIL ENGINEERS - LAND SURVEYORS * ENGINEERING CORPORATION I 00-year design storm; hand calculations to verify pump horsepower matching the 100- year storm event and other pump documentation and this cover letter with my stamp. If you have any questions regarding this letter or my calculations please call me. Sincerely, Western Engineers, Inc. Barry R. Constant, P.E. Project Manager C: / Barry / My Documents / Dawson 2-22-2008.doc 4 ST h I -Ul-WAY CONS TiP3,'UCTiO1J F TUMIT AND INSPECTION REQUIRED)i �10K. 6AR7 L 'M PER THE 4D SITE ENG DEVELOPMENT INSPECTOR '11_�R=25' MIN. G CA�W 5A-SIO C-8" QUARRY SPALLS (co e� a 'Les GEO-TEXTILE FABRIC PROVIDE FULL WIDTH INGRESS/EGRESS AREA I NN. re L-, 12' MIN. THICKNESS STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE STE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. OTHER, MEANS OF PROVIDING STMUZM ACCESS WILL BE CONSIDERED. WAIER THE AMOUNT OF MUD. DIRT. ROCIM ETC, TRANSPORTED ONTO RE SON - PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. INSPECTIONS REM CALL 4a-771-op SYMBOL: on pXj 4 Tit 55 ........ ... ..... 47 C, Of P. F66TIN#41 TO Bq TED INTO C k, 0. 'FN - i 5 Y S1 ;I )K 0 M N. A 16' MIN. 1.51 LO z .0 CY-1 I �.. % I , 4 1 i -"- � 6 6�-A'? 1 2% T, J tt-, . .4 : 1, i I I , ? ks i ACCEPTABLE MHTLNE I A I I I? I f>a, �?La JJrry NEVA== C) SDR 35 i . . La N Qr OAO MATERK Ui G i. SCH 40 0 W\ 2 MIN AC PAVEMENT z 2' - 5/8' CSTC MM HANCOH 4- 1-1/4' CSBC 2il SHOULDER (TYPICAL) APPROVED SUBGRADE 92% I PAVEMENT COMPACTION 7, L. RICE DENSITY 3 SUBGRADE,BASE,TOP COURSE COMPACTION 957. <ASTM 1557) w FIRE DEPARTMENT MAY REQUIRE ACCESS qvb EXPOSED SU[IFACES To IT""\ TO BE WIDER IF IT IS DETERMINED FIRE r*Tf- 'rTKlr-' r1M Mr'Cle%"C' rIMC*M 'rTrl AM " KAMCIMCIn lauykHED WITHIN 2 DAyS. I CPC, I X. X T I v"r ii [.A FENCE* PLASTIC COVERING FILTER E3.1 0 E METAL FCNCC POSTS STOCKPILES ANCHOR WEICNTS WITH STAKES r TER FABRIC MATERIAL 60" EDE IL STRAW WATTLE WA BOLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAF1 70OX OR 10' MAX SOIL BMM so PRE -APPROVED EQUAL -LES 24 X 2" X 14go WIRE FABRIC OR EQUIV. o 615 (OPTIONAL -PER SITE CONDITION CONVEY RUNOFF TO APPROVED LOCATION. % 'DWY ).T TOM OF rILTER MATERIAL IN CUT SLOPES BURY SHEETING IN 4 IN. X 6 IN. TRENCH A ANCHOR WEIGHTS NTH STAKES MINIMUM OF 8 FT. SETBACK FROM TOP OF 'M u MAXIMUM L! SLOPF_ BACKF11L WITH WASHED ROCIL 10' M CONVEY RUNOFF TO '6 1 APPROVED LOCATION. FILTER FA13RIC MATERIAL----,j N ANGLE SILT FENCE BACK UP THE OTE. SLOPE AT THE END OF RUN. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. r,>Ig I VF_ 10' MAX. BACKFILL WITH NATIVE SOIL MATERIAL 70E IN SHEETING IN 4 IN. X 6 IN. TRENCH A MIN. OR GRAVEL BACKFILL IN TRENCH AND MINIMUM OF 3 FT. SETBACK FROM 801TOM ON BOTH SIDES OF FENCE OF SLOPE. BACKFILL WITH WAS14M ROOL FABRIC ON THE SURFACE CONVEY RUNOFF M APPROVED WCATIK TO INTERCEPT DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM M PROVIDE IMMEDIATE TEMPORARY 1DW0d MlECTM TO SLOPES AND E REASON: ASON: DISIURGM AREAS DURING CONSTRUCTION. TO DECREASE -VELOCITY OF SHEET FLOWS. DISTURBED AREAS THAT CANNOT BEZVERED BY MULCHING MATTING wfo� - it - :: YMBOL: nFF SYMBOL: 41k 0 451 46 0.2.5 A+T —ZONES; RS-20, 12, 8, 6 3-4 LOTS, EASEMENT WIDTH, 20' PAVEMENT WIDTHj 16'( t )K)K CURBING REQUIREDt 61 CONCRETE EXTRUDED CURB OR 18" ASPHALTi THICKENED EDGE. Zone __.E�,4, Corner Flag `-i Setback gMu ied Actual Front Sides Rear 7 5" Other APPROVED BY PLANNING LAT *1'-ACK W 6WP - NEW The Following Codes Apply: HG CALC, 2003 International Building Code 2.) 2003 International Mechanical Code (Inc. 4 r--, 0 International Fuel Code - Mech./Electrical/Plumbing ?>U I- 5ou �j v.loar 2�30 a S 1:�: Permits to be applied for separately 5 U fuc-Irsl 3.) International Fire Code w/state amendments K_ 0 12-16 V CD 1 15# S0'r-0C rdo j"o Ir :5 V:� -r. 460 G 4.) 2003 Uniform Plumbing Code w/state amendments 2004 Wa. State Energy Code (WAC 51-13) AID _041. .7, 1 OkP FrImnnele rftms%%vs t n '1, 5*3 ___ 6 - I * + *7 o I ,!� A, I /-. e, r- 4SO, 6.1 n 1.7 evelopirnea Coue SCRAW Of Work. Aq G. 1.) New 2 sto 0 x I I rif -. 4 ry 4 Bedroom Home "Ju 1,1 nni-h 1" -in, 4-!7 5. 2-G -T 4 access easement to 242 nd St. TAO J*I -�gov- t(v 6<--v Y +6 LU/>9 .7 �T Z= C W 3VU TREET FILE' [EXPIRES b9/lit e-)n I . Or MCAVICRM00 % 2) HIALDI�JLJ DEPAFIT��f,;Lj�i vesion ane copylightey., 51-18w TER, FORM LAIC. Phone& FAX., 425-290-6545 Cellular.- 425-772-3544 Email.-sheltaifoiin@Yahoo.com New Home Hanwrys so,,,7d Wew rrs, 01k 028 0-01-S 80 ft of Lot #2, APN - 004633-0-280-02-01 @242 nd St Edmonds, WA.1949020 contactlOwner.- Mike Dawson F" 774-1726 CeI1425-750-3147 Page of 6 Revision; 7107106 REV. REV., REW CD 11 z PRODUCT CHARACTERISTICS Motor .................................... 1/2HP Split Phase Maximum flow rate ................ 80 GPM 0 5' 303 LPM @ 1.52m Maximum Head .................... 26 . .......................... 7.9m Solids handling (dia.) ............ 3/4 . ........................ 19mm Intermittent Liquid Temp. to ..1407 ...................... 60'C Discharge .............................. 1 1/2" FNPT(38.imm) Housing .......... lz ..................... Epoxy coated cast iron Relay Cover : .................... Glass -filled nylon Volute .................................... ABS/Cast iron Impeller.................................. Vortex ny�lon , Shaft Seal .............................. Carbon/Ceramic Bearings .............................. Upper and lower: Ball bearings Operation I OE-CIM ...................... Manual IOE-CIA-RFS .............. Manual or Automatic 'Activator ............................ Piggyback mechanical float switch Switch an Switch off 1 V-115" 5"-9" 27.9cm - 38.1cm 12.7cm - 22.8cm Electrical 511200 ........................ 11 5V, 60Hz, 10.5 amps 15'(4.6m) power cord. 511225 ........................ 11 5V, 60Hz, 10.5 amps 25' (7.6m) power cord. 511275 ........................ 208-23OV, 50/6OHz. 6.5 amps/5.4 amps 15' (4.6m) power cord. 511300 ........................ I I 5V, 6OHz, 10.5 amps 15' (4.6m) power cord. 1 0 E S e r -i e s IOE-CIM Manual (ID0 511200 .............. fl 15V 15' (4.6m) power cord. (W)@- 511225 .............. 11 5V 25' (7.6m) power cord. (DCA. 511275 .............. 208-230V 15'(4.6m) power cord. IOE-CIA-RFS (W)CE- 511300 .............. 115V 15'(4.6m) power cord. I E . .... . .. ^"r r" I %IN 1EET FLOW- LITERS/MINUTE 0 100 200 Wo 4GO 30—. cr 7.6 -6.0 4.6 3.0 1.6 0 0 25 50 75 100 125 FLOW - GALLONS/MINUTE -- t; .1 �V 5�111. 'PAII-IM DtALDING Df: Vr� 2! MITMEINT 7;ff 3MI-IT-017-WAY CONSTRUCTION P R.MIT I AND INSIRECTION REQUIRF-D L 0 J,- OAO v /I RACT OLYMPIC VIEW ER/SEWER DISTRICT a i r. - az lil 121 VM000f c, C-r- P5WC-A_5t-9 j-"ACS --N psn, 1B I G Ck(e-�t 5 AS 10 IzItIA 4:�t�. e445.9 I"NJ GlAAlk(ol INSPECTIONS REQD CALL 425-771-0220 EXT. 1320 S-rep Po_rll�,G.q� IN T I BE. I Lr IN N 5SYST DETENTIO. 6LE TIGHILLNE !A MATERIAI- IJR 35 "CH 40 t,12 HANCOR 7, JI ALL EXPOSED SURFACPA M- t 1prt L:M� BE PCOVERED WITHIN 2 DAYS C, C_ _x X, X A (�S E. 14f) �,J GO �37ZD 01- 1 LA'T \ 5i .5 ONE W - 1111-1111-1— ".111. — - - __ - 1 11 — CONSTRUCTION ACCESS �,�R=25! MIN. E2.1 0 LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR 4:'—B" QUARRY SPALLS 0"P .118 GEO—TEX71LE FA13RIC PROVIDE FULL WIDTH INGRESS/EGRESS AREA 12" MIN. THICKNESS STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING, INCLUDING PLANTING STRIPS. OTHER, MEANS OF PROVIDING STABILIZED ACCESS WILL BE CONSIDERED. TO� REDUCE THE AMOUNT OF MUD. DIRT, ROCKS, ETC. TRANSPORTED ONTO REASON: PUBUC ROADS BY MOTOR VEHOLES OR RUNOFF. SYMBOL: Lo 11� Q_ CATC-_kA 4+T 1. 5' 1 x 201 MIN. EASEMENT )K 161 MIN. LD z Pq ry Z) U )K )K 2' MIN AC PAVEMENT 2' - 5/8' CSTC 211 SHOULDER <TYPICAL) 4'- 1-1/4' CSBC APPROVED SUBGRADE PAVEMENT COMPACTION- 92% RICE DENSITY SUBGRADE,BASE,TOP COURSE COMPACTION 95% (ASTM 1557) FIRE DEPARTMENT MAY REQUIRE ACCESS TO BE WIDER IF IT IS DETERMINED FIRE FIGHTING OR RESCUE OPERATIONS ARE HAMPERED, ZONES; RS-20, 12, 8, 6 3-4 LOTS, EASEMENT WIDTH- 20' PAVEMENT WIDTH, 16' *)K CURBING REQUIRED, 6' CONCRETE EXTRUDED CURB OR 18' ASPHALT THICKENED EDGE. ILTER FENCE' E3.1 0 PLASTIC OVERI E1.20 MCTAL VENCE POST8 STOCKPILES FILTER FABRIC MATERIAL 60" WIDE ANCHOR WEIGHTS WITH STAKES BOLLS. USE STAPLES OR WIRE RINGS TO STRAW WATTLE ATTACH FABRIC TO WIRE MIRAF1 70OX OR 10' MAX SOIL BERM PRE —APPROVED EQUAL 7 STRAW. BALES Zone t2,5 4 Corner Flag V111 K 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SIIE, CONDITION) Setbacks Reguired Actual IN OF FILICII MATMIAL IN CONVEY RUNOFF TO APPROVED LOCATION. Front ".—:9611y 41 CUT SLOPES Sides -7.5 BURY SHEETING IN 4 IN. X 6 IN. TRENCH A ANCHOR VrUGHTS NTH STAKES Rear 76' ?10 U MAXIMUM Lj MINIMUM OF 8 FT. SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. 10' MAX. CONVEY RUNOFF TO Other FILTER FA13RIC: MATERIAL APPROVED LOCATION. Be :Ight Z5 4 75% NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. 10' MAX. APP OVED BY PLANNING BACKFILL WITH NATIVE SOIL M ATER OR GRAVEL BACKFILL IN TRENCH AAINADL TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A 3' MIN. -I LZ ON BOTH SIDES OF FENCE MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFIHI NTH WA94ED ROOL FABRIC ON THE SURFACE 3. CONVEY RUNOFF TO APPROVED LOCATION. TO INTERCEPT DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM REASON: REASON: TO PROVIDE IMMEDIATE TEMPOZARY EMSION PROTECTION TO SLOPES AND AREAS THAT CANNOT BE COVERED BY MULCHING MATTING DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY OF SHEET FLOWS. DISTURBED & YMBOL: LF� SYMBOL: it ip� S N1 PS NEW WORK The Following Codes Apply: Tzz AsN <! 1.) 2003 International Building Code 2.) 2003 International Mechanical Code (Inc. 41 0 International Fuel Code - Mech./Electrical/Plumbing Permits to be applied for separately e%q so 50U �jo VI&W -ruc-�sl e u 3.) International Fire Code w/state amendments o 4.) 2003 Uniform Plumbing Code w/state amendments BL-K- 0-2-5 S) 2.) AUU4 Yva. State Energy Code (WAC 51-13) 41 CL,:�o 6.) Edmonds Community Development Code 0 19AQ6 M sco Of Work 1.) New 2 story 4 Bedroom Home 2&1/2 Bath using 20' nd St. V�N t o access easement to 242 �,,110V 27 �,Uvo 13 IS RE.ISPONSIBLE FOR EROSION CGi-ff91IJ_ AND DRAINAGE APPROVIED AS NOTED BY -ENGINEERING r Design and Copyright By., SHE TER FORM rNC., Phone & FAX., 425-290-6545 Cellular.- 425-772-3544 Email.-shelterform@Yahoo.com NewHomeftnburys Sound Vie W rhs, Olk 028 D-01 -S 80 ft of L ot - #2, APN - 004633-0-280-02-01 @ 242 nd St EdInonds, WA.98020 contactlowner-, Mike Dawson FAX774-1726 CeII425-750-3.147 Page 6 of 6 Revision. - 7107106 REV. REV. REV. '516 -Pbj�' 'Al N�OV 2 Y N- —A-T oil— n�_':