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1040 PUGET DR.PDF11111111111111 12875 1040 PUGET DR ADU :ESS: TAX ACCOUNT/PARCEL NUMBER: v 542 . c� (!)09 o_qo( h BUILDING PERMIT (NEW STRUCTURE): c �� L6fl COVENANTS (RECORDED) FOR: CRITICAL AREAS : c2- /> DETERMINATION: ❑ Conditional Waiver ❑ Study Required)�aiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: (2 / L I D � D PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): ?Mlo— 1-20-7 2 Ge NV C( PLANNING DATA CHECKLIST DATED: . cE L.-; D �4 T SCALED PLOT PLAN DATED: D, I c)l Io SEWER LID FEE S: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DA SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #. WATER METER TAP CARD DATED: OTHER: L:\TEMP\DSTs\Forms\Street File Checklist.doc wvtr�� v1-f vr.. t tl 6 i J}i'2 Lu.°b, g t,4kr,INt - — .[- - . -` � - l}y�� f• m i (li 149•�t3 fo lae removEt,1 1ni ? ►� 4 Tv is�ppoNaD CtV 1 I .� WgIK 'DW4S For-t,Oc#epo,.) Z j4f5�C5y 12 $Gj� r�Plac� aS re�„��ed Fw� gay I I %tW kv.A-T&2- Tv P�+1U1marA G 0(C�ci�l, Su c+-I'`s w I � �4e i mere ` `lb c weler ct p'D �v� a 1 1�.• 10� c� �� lss 5p �,OT PLAN ao. a i Pu � ao9 �/0 0 ITIFILE 1 SIRE ! 4 1 TinpervtoUS Svtlicice. Cc� Ics + Crc,,rg5 r y�� i t 5F I I �i I t I to", %/e way 1; -rrn-q L ; Co7y(D S F rop eI. �kA 1 L 04• cavevye I� B 1-I_ -11_ 9`1 r I O` E clew I � N� D�ivelwpy � �- 1 / GcArc\9e I � I I �v2t GanagE 1 ��,I,ang le r 1 Ga+�tye Fro„� Eawea or neA Av" 30 ��clneS, Cove�reol; ` 1 Pc��+ a 1 w H005e`I \ Znd Ft. 7(o94-% H Cello�t 37'� aD 1 z 1 N Qi ( ` Un ow I r DecK a.74�V ©I l OU. Qo _ 1 0 L o+ Area I If , ,Ker 0-%% I He.icw7 Cctkcs A = lc{ y . Col ' C= 1141.3Z• I Ave GY-qde 143•?I' M 4)krVnvwl IW.Z1 qe-+vqt I(o-7,9�' Ea►veS oc, e-& k e;de off' Ino�se are. mk -6 exceed 30ino�es. PROF =NSA *TYP. J Propc,5ea Ra1c'erY 914 t Bbfttf� '1, 140. Z4 Top f-G I443.21 I ccn,1s+c,1+ r-►e'va+or►g -Far e n4 l rtiL 1 1 (4o c-kery J "Nothing in this permitlapproval $ ^ sas all be interpreted As allowing.. r permittkmr4 . e . t� maintenance of an cur �.!':ly existi l; illegal, Zone S Comer�Flag�[9 nonconforming o unpe U ',tted boil ing, structure c] Setbacks Required Actual or site condition vhi � oL g'de t e scopebf ; � permit applicatiotr ti crr` et}�h� p NNG Front (N) 25 + wilding, structure or condition is shown on the ApPROV Sides(\r/9) I Q � 'cite plan or drawing. Such building, structure or condition may be the subject of a separate _ Rear (Si enforcement action." Other Ha t 0 #P20 • City. of Edmonds Development Services Department Planning Division Phone: 425.771.0220 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 bej easily - available from observations of the site or data available at City Hall (Critical areas inventories, -,,Maps, . or soil surveys). Date Received: City Receipt #: Critical Areas File M 2,005'-- 124, Critical Areas Checklist Fee: $135.00 Date Ma#ed-t* 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 submit a .vicinity map, along with the signed copy 'of this form -to assist City staff iri finding'and locating the specific piece, of property described on this forma In addition, . the 'applicant shall include . other pertinent information .(e.g. 'site plan, ,topography tmap, etc.) -or studies in conjunction with'this Checklist to assistant staff in completing thei;-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 attomey's fees, arising from any{ action or infraction based in whole or part upon false, misleading, inaccurate or. incomplete informationfurnished by the` applicant, his%hedits agents or employees. By. my signature, I certify that the information`.and exhibits herewith submitted 'are true -mid, 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. SIGNATURE OF APPLICANT/AGENT _``_ .�Z"--}---"J > DA1 E Property-Owrier'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.public officials_arid the staff of the City of Edmonds to enter the subject property, for the purposes of ' tion and stir attendantto this a lication. P� � Po g PP � _ SIGNATURE OF OWNER DATE PLEASE PRINT CLEARLY Owner/Applicant: :Applicant Representative: Ck Name Name Street. Address Street Address �11 1`0 0V)CA 5 1 Akk c 0� City : ; ` State, ' . Zip City State Zip Telephone: 1,C(P 7,CO It7Z1 Telephone: Email address (optional): Email Address (optional): RECEIVED 1200s #P20 C) (� CA File No:. DDEVELOPMENTSERVICES CTR. CAreas ' `reaS Checklist CITY OF EDMONDS Site Information,(soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: I ogo pu&e t- D r Mm o ri ete, 2.. PropertyTax Account Number: .,; ySG- 600 CX No 3. Approximate Site Size (acres or square feet): 1'9 ICJ . 4. Is- this. site currently developed?.4 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:;. slopes1;on: site .generally less ,than, 15% (a vertical rise; of:10-feet over., a.. horizontal distance:of 66-feet).' Hilly. slopes present on sitthan than 15% and less than 30% (a vertical rise of 10-feet over a.horizontal distance,of 33 to 66-feet). Steep: "`'grades of � greatef 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: ►rl . ; Approx. Depth: What season(s) of th6 year? d1 8. Site is in the floodway V1 .. floodplain In of a water course: 9. ' Site,contains a creek or an area where water flows across the grounds surface?. Flows are year-round? r.) Flows are seasonal? 'l!l, t time of ear? ; 0 10, Site is primarily: forested meadow X ; shrubs mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is'present on'site: For City Staff Use Only 1: Plan Check Number, if applicable? N 0 Yl2i A'► V �Kl , 2. Site; is Zoned?.... 3. SCS mapped soil type(s)? 5 A-1 d fiywy o cl 0y b aln l GlM d Gv im 01 i Y b A -I dGYW00ot- Uvloa vn I(,0M 0 t-,[ ovcs 4. ' Critical Areas inventory or C.A. map indicates Critical Area on site? I) ne, 5mwn S. Site within designated earth subsidence landslide hazard area? M 0 - 10 LA i' P_zLA I I d irl'Q . bEf-f•u G I. kip IM o r,& 4✓l A 1 Gl'CA1 ymi .VI i-h Dk l DETERMINATION STUDY REQUIRED WAIVER Reviewed bv: 13 1A, Dl Ln li (A- Gll Date: ��i f 1-(it kxo FILE* • - PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL Name: r� Date: 3bz AQo Site Address: er Plan Check #: or, - <D3$ _ 4 Project Description: Corl%, rt '^e-10 si Ne, -v,—', y `eV'%de,\cP-, ►ncu-d n a- l3 gy 3-- aq e. l �56 Id ", .:, -A oo r, �693 0 µQ -C T ccoc-35G O c,L6,, :too 0 coverev por a, � 3�9 i� 6zse., ,,,ems} !. , e- nc e Reduced Site Plan Provided ES NO) Zoning: RS- Map Page: 304/ Corner Lot: (YES 0 Flag Lot: (YES /0 Critical Areas Determination #: CA- t -On ❑ Study Required Waiver SEPA D termination: cam, WExempt ❑ Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or Lake Ballinger) - N/A ❑ Fee ❑ Checklist ❑ APO List with notarized form Re wired Setbacks Street:, Side: O, Side: E ,©, Rear: Actual Setbacks Street: , Side: / ` `O , Side: Ce \ 10 Rear: a , Does street map require additional setbacks? YES NO / DNA) Rept reg -bWAcx1 10' ❑ Detached Structures: None. s6wn of\ 0-r nS• Rockeries: Ex;sAnn 4 proQoseo/ ot.\ Fences/Trellises:I�� ,�enae . Bay Windows/Projecting Mo2fGlation:C;w4\\evered Stc.ot,q/s, >esjrerr, E:,ale-oF kxo use. Stairs Deck: 'a L>-Z s %, c,o n she Buildin Height Datum Point: G Datum Elevation: Maximum Height Allowed: as 168 Actual Height: Other Parking Required: oZ Parking Provided: a -}- Lot Area: 1q.q9g # Maximum Allowed Lot Coverage: 35% Proposed: Dyc Lot Coverage Calculations: GOi'�• - 3,59�� on ?� a vec'.4°eo� ADU Created: (YES 0 No ANk Zs roved/ Subdivision: SO(And M�c�►ne� Legal Nonconforming Land Use Determination Issued: (YES /(D Comments Plan Review By: Planning Data Form 2-7-06.doc APPLICATION for The City of Edmonds SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION 0 REPAIRS ❑ 119-03050 OWNER .........:............................................................ CONTRACTOR......--••--.......................... .-.....-•---••--------•-•.................................. PERMIT No.. -----...---........-- ADDRESS ......1040 PU�et Drive ................ BLOCK No.-----........---....----........--------.... •--....----•--•--.....-•................................ LEGAL DESCRIPTION: LOT No...............-.... NAMEOF ADDITION..............................................................•----•--................................................................... s W J W W N 0 t Dye Tested On Sewer 1972 Approved: DATE................................................ By......................-----........................................... ,,r. Q McConnell, Jeanie From: Jeff Vehrs Beffvehrs@frontier.com] Sent: Thursday, January 27, 2011 10:07 AM MEET To: McConnell, Jeanie Subject: bld20110022 -1040 Puget;Dr. - Swale Jerry Shuster, Stormwater Program Manager, I am writing on behalf of Bank of America, the owner of 1040 Puget Drive. We are requesting that the swale originally included on the Grading & Drainage Plan, dated 1/5/2006 be omitted. The plans called for an asphalt or concrete driveway. The driveway has instead been done with pavers. Although they are considered impervious, water does drain between the cracks even in the heaviest of rains. The slope of the driveway takes any water that does flow down the driveway to three catch basins, with the collected water going to the detention system. We would ask that the area to the east of the driveway be allowed to be left as it is - sand, with the ability to be landscaped in the future. Thank you, Jeff Vehrs 206.227.9501 1 S EXISTING 1 '' CP, 230LF 5=6.05% #1 S METER NOT E _ EXISTING EXISTIN��CHA:r NG SIDEWALK -PRIVATE P�, EL. 134.78 RIM �- I E 131,18, 12"0 CP 144 - EXISTING CURB, GUTTER AND REUSE EXISTING 6 SIDESEWER. 2.0' .3W 142.5 3.2 SIDEWALK TO BE REMOVED INSTALL CLEANOUT AND NEW AND REPLACED AS REQUIRED SIDESEWER TO HOUSE PER CITY ` 't.' BY THE CITY INSPECTOR, STANDARD,CA�T roc. 5IZ-6$F.VJskT..&2. ; '>+ n,et 29LF 8`' PVC CBS#3 14�( U�.1 !�,�-i^�•%Ty$ "T o 1HE PROP. INS, ;;�4 _ . o li i �Yt CB #2 BEGIN SWALE AND UNDERDRAIN EL. 1.42 4 1 . s « 6OLF DE' ht i i�ra fs1 ' PER DET li4r�,4% irk' 7-NEW 12' ASPHALT, OR Evert ( .4 air beri CONC DRI'VEWA1} CONC WALL :j"„'ax;` r - MAX. WLL 1 0.5' HIGH';`' HGT. PER S Alz DETAIL, ;;' 250± LF SILT FENCE ' SHE PER DETAIL THIS SHEET `I`I`•^I_ �jA, �y� '_ B #4 1 /� � I� � � r 4►�'d. .a� � � .'~,^,?`�� e11!p ��f 1 t ,u_ .—..- ..-- I 85 LF SWALE ® 1 MV/ DK- 9 ;'L--AIAW fg, SW I,iw UNDERDRAIN PER Ir . 'P � DWN'MS A�1S)rr l+�`�,/ DETAIL, THIS SHEET. f 1�fo(r1T 0142 45 rj A'ri 1MPff ld �S SI�R4C 165 LF OF 2"0 A, POLYETHELENE (PE) pit :a SON �I IbgigLPIPE FORCEMAIN FROM NEW CB #5 TO CB #4. ./ I irn MAINTAIN 2' MINIMUM COVER OVER STORMWATER FORCEMAIN i Est -''' I N 14 UNDER DRIVEWAY.°"t',+ `t ";;z , I W 143 i%„•r x t r Ile {r; CANTILEVER 1( ABOVE .ts {+ `��; ,�+� \ GARAGE :. t i o z ka J+s GARAGE co 1,�FRONT / ! A EL. 141.32 ! QG 1 3'� fit;"'�::�n COVERED , ,+ ".: `' PORCH I k Jo 146, YDI #2, 1 I W 143 I� CELLAR �i \ FF EL, '132.8 BUILDING HEIGHT i \ i ROOF XRECTANGLE II \ -' - - J - Q� �� cn \ �;r\ I 1AR G \ NEW I I 142 -� i iL 1, HOUSE WIRE FENCE D, a ti MAIN FLOOR i 17 FF EL. 142, 0 10.0 10.0' o C O DECK I El o O� _—J 144 :BW 2 y� G�� #5 0 / cv I I 4" D( ti 00 ! - DETAI . _ _ _ _ DRAIN S 89'37 34 E GRADING & DRAINAGE PLAN SCALE: 1 "=20' 1040 f 01PT DWS, bid Zol1402� A 2" COMPACTED DEPTH CLASS "B" ACP, 4" . CONCRE MODIFIED CLASS "B" AT OWNER'S OPTION. CRUSHED SURFACING, TOP COURSE (CSTC) �M .... w�...... r. �...1 /'.T Tn ^CCW nr' \A A VI\II III EDMONDS DESIGN AND CUNSTRUCTIUN 51ANUAnU,-J. METAL PARTS SHALL BE CORROSION RESISTANT, GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT #1 OR BETTER. CATCH BASIN (CB) #1, TYPE, 1 CB #5, TYPE 1 L RIM EL. 143.69 RIM EL. 140.97 E & W IE 139.53, CP (Est.) , N & E IE 137.8, 4" PVC S IE 139,86, 8 CMP W IE 138.8, 2" PE (SDR11) SEE PUMP SCHEMATIC, SHEET C-3 CB #2, TYPE 1 RIM EL. 144.0 YARD DRAIN (YD) #1 N IE 140.03, 8" CMP , RIM EL. 141.00 E IE 140.03, 8" PVC N IE 140.17, 4" PVC S IE 139.00, 4" PVC CB #3, TYPE 2 RIM EL. 146.4 `� #2 S IE 140.18, 24" CPEP RIM EL. 140.9 W IE 140.18, 8" PVC, IE 138.4, 4 PVC SEE DETENTION PIPE DETAIL, SHEET C-3 CB #4, TYPE 1 RIM EL. 146,4 N IE 143.46, 12" CPEP S IE 144.31 2" PE (SDR11) r HEIGHT CALCULATIONS: INFORMATI A = 144.67' B = 142.55' C = 141.32' D 144.28' Average Grade: 143.21' Ma)imum Height: 165.21' Actial Height: 167.97' PROPOSED IMPERVIOUS: ON -SITE IMPROVEMENTS: HODS � OR 2269* SF TOTAL: (0.155f AC.) NO FRONTAGE IMPROVEMENTS ARE PROPOSED AND WITH DEMOLITION AND REMOVAL CF THE .EXISTING HOUSE ANi . INCREASE IN ON —SITE IMPERVIOUS SURFACE IS PROPOSED. 12' ACP THEIRS 6" GRAVEL 1 1 2 TOPSOIL TO 4" MINIMUM CIG & SIDEWALK FORM INSPECp4S TIONS REQUIRED WATER & SEWER INSPECTIONS REQ'D ' CALL 425.771-0220 EXT.1326 FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM ACCEPTAl=I;. j-: TIGHTLINF E DIAL SDR 35 SCH 41 N -12 17810 RANCOR ESTIMATED GRADING EXCAVATION QUANTITIES ARE "IN —PLACE" FOR .PERMITTING PURPOSES AND BASED ON SURVEY INFORMATION PROVIDED BY OTHERS, LOWEST FOOTING EL. 139.0 MAIN HOUSE LOWEST FOOTING EL. 131.8 CELLAR W/IN HOUSE FOOTPRINT: 510 CY CUT CELLAR: 110 CY CUT DRIVEWAY AREA: 80 CY CUT SITE GRADING: 300 CY FILL REMAINING EXPORT MATERIAL T0, BE HAULED TO A COMMERCIAL FACILITY. APPROVED AS NOTED 4ENEERING SEED WITH RED FESCUE (50%) AND KENTUCKY BLUEGRASS (50%) MIX. MOW MATURE GRASS TO 4". Date:�7 GRADE BEYOND (NORTH) OF END OF SWALE EL. 142.25 OVER TOP OF CMP EL. 140.7 � I/ '„�^�' v 6" MIN. j� 0 - - O p00--w ZC -7 r� ... o e TOP OF ` kv F.. I � a ^ ° 141.35 AT BEGINNING N o i OF SWALE a ° ,o 1'-6" KEYSTONE OR OTHER LANDSCAPE BLOCK WALL, _8 CMP FROM CBJz_ 3 FT, MAX. HEIGHT CROSSING 17't S. OF N. PROPERTY_LINE i .5% _ COMPACT BACKFILL -4" PERFORATED PVC PIPE, HOLES DOWN (BEGIN 27't S. OF N. PROPERTY LINE) WASHED ROCK 3/4" — 1 1 /2" --WRAP GRAVEL ENTIRELY WITH FILTER FABRIC Q TYPICAL SWALE DETAIL (BEGINS 279± So OF N PROPERTY LINE) NOT TO SCALE t)l 'H MIN. 4" ABOVE 6u;+.aIr,r crPAr�r�ar_i i R FABRIC. •�S� fME�JC� First American TITLE COMPANY INFORMATION: Tide Officer: Kristi Mathis kkmathis@firstam.com To: National Default Title Services 3 First American Way Santa Ana, CA 92707-5913 Attn: Kelly Murphy Re: Property Address: 1040 Puget Drive, Edmonds, WA 98020 First American Tide Insurance Company 2825 Colby Ave, Ste 300 Everett, WA 98201 Phn - (425)258-4104 (800)532-2110 Fax-(425)551-4107 Supplemental Report 5 Dated: July 29, 2011 at 8:00 A.M. File'No.: 4229-1705892 Your Ref No.: AUG 0.82011 BUILDING DEPARTMENT GTy OF EDMONDS Commitment/PreliminatyReport No. 4229-1705892 dated as of July 29, 2011 (including any supplements or amendments thereto) relating to the issuance of an American Land Tide Association Form Policy is hereby modified and/or supplemented as follows: The following paragraph no(s). 12 has/have been added to our Commitment/Preliminary Report to read as follows: The terms and provisions contained in the document entitled "Utility Easement" Recorded: July 29, 2011 . Recording No.: 201107290058 The following paragraph no(s). 13 has/have been added to our Commitment/Preliminary Report to read as follows: The terms and provisions contained in the document entitled "Utility Easement" Recorded: July 29, 2011 Recording No.: 201107290059 FirstAmej-ican Title Insurance Company Byr Michelle Treherne, Title Officer cc: Terry Vehrs, Windermere Real Estate �1L� cc: Sue Doepp, RE/MAX Northwest Mill Creek S�T �� Page 1 of 1 III jJ11 @1119191158 gggg 2 PGS SNONaP1I�N CO(lNTi�;� 61ASHINGTON I NO EXCISE TAX AMR, RECORDINQ MAI TO• REQUIRED, Name The FS �i/'B-w 6,-0 P�- 'JUL 2 9 2011 Addrrss l 1�Qli,U, /l t� a s-f / Q D SIMRS, Snohoq* County Treasurer I City/Stated.! /'P� a q 9 DO By KIRKE SIEVERS Document Title(s): (or transactions contained therein) 1• t t-f / t . J 1; GI �� — pirstAmerican Title i2. Insurance Company 3. 4. Reference Number(s) of Documents assigned or released: . D Additional numbers on page of document {this spore for tide company ttte i Grantor(s): (Last name first. then first name and initials) � FIRST . (� � 7 2. AMM ,t•,rT % o5-S, 3. 4. 5. EI Additional names on page of document Grantee(s): (Last name first, then first name and initials) 3. 4. 5. D Additional names on page of document Abbreviated Legal Description as follows: (ix. lol/bloc)c/plat or section/lownship/mnge/quatter/quarter) }} p te a- G f' i f )el c o ,e � S a-,.c &t M a r- A,1•, Complete legal description is on page _ L_ of document Assessor's Property Tax Parcel / Account Number(s): Do5yFR00a 00cl-1I 00 5Y $ 0 0 0 OL-) NOTE: The oudlior/rerorder will rely on the information on the form. The sraff will not read the document ro verify the accuracyor completeness of the indexing information prof- ded herein. - Return Address: City Clark City of Edmonds 121- sth Ave. N. Idmonc% WA 98020 D71L1TY EASEMENT Property Address: 1040 FUOBTDRIVE. EDMONDS, WASHING70N Assessor's Property Tax Parcel No.: 00548900000904 Legal Description: PUOBT SOUND MCHY DEPOT 5 AC TRS BLK 000 D•04 - N 25SFT OF W 60FT OF E 180FT OF LOT 9 LESS FDp TO ST OF WA WD AUD FILE 140. 8102050035 VOL 1699 PO 2465 DAF ALL TWAT PTN LY NLY OF A LN DRAWN PLW & 25FT SLY OF WHEN MEAS AT RIATO SR 524 LN SUR OF Sit S24 EDMONDS XT SR 104 TO76T11 AVE W IN CONSIDERATION of ben afit$ to accrvo to the grantors herein, tha undoratgnad, hank of Amgrlca. hereby grants to Assessor's Property TOY Parcel Numbers 000548900000911 (1315 Olympia Ave.) and N0054S900000905 (1309 Olympic Ave.), a private sewer easement for the installation, operation, and maintenance of a Prhwte SanitarY Side Sewer Uns over, across, through, and below the foliowitlg described property, and the Rmher right to remove bcos, bushes, undergrowth and other obstructions interfering with the loeatlon, construction, and maintenance of said 4pra�tnr�r4lde 3ewra, together with the right of access to the easement at 8nY time for the stated purpose and then restore to substantially the original condition such Improvements as are disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors, their heirs, or assigns shali not construct any permanent simeture over, upon, or within the easement_ The easement hareby greeted 13 located irk the COUNTY OF SNOHOMIM STATE -OF WASHINOTON, and is more particularly described os follows: THE EASTERLY 7 FELT OF THE NORTHERLY 14 FEET OF THE SOUTHERLY 40 FEET OF THE FOLLOWINO DESCRIBED PROPERTY: All that portion ofUtc19 of Puget Sound Machinery Depot Five AeraTracts , emrding to the Flat thereof, Recorded In Volume 5 of Plats, Page 47, Records of Snohomish County, Washington , described as follows: Beginning 120 feet West of the Northeast comer of Tract 9, Thence West 60 feet, Thence South to a point 75 fart from the South lime of said Tract 9 , Thence East Parallel tcpnd 75 feet North ofs8ld South line to a point 120 fact West of the Etas Line ofTToct 9, Thence North to the Point of Beginning. Except that portion conveyed to the State of Washington by Dead Recorded Under Auditor's Ate number 6102050035. Situate in the county of Snohomish, State of Washington THE CM agrees to restore to substantially the original condition such Improvements as am disturbed during the conshUetion, maintenance, end repair of said utility or utilities, provided the grantors, their heirs, or assigns shall not construct any permanent structure over, upon, or within the permanent easement. DATED THIS 27th DAY OF Ju_yl 2011 Rank of America. N BYAM Assistant Vice President STATE OF Ancona ) ) ss COUNTY OF Maricops On this day persotmtly appeared before maCarol Stull tome known to be Assistant Vice PrWdant of Bank of America, NA described In and who executed thewithin and foregoing Instrument and acknowledged that&j signed the game as her, free and voluntary act and deed, for the uses and purposes therein mentioned. UNDER MY HAND AND OFFICIAL SEAL TINS d7Sh DAY OF July, 201L • � s AC9AA7 �tNIARY AU111tD • 6gte MN MAR100PA COUMYMhoot NOTARY PUBLIC to ad for the 14 Qom,n D➢hea gs Y61af t State of Arizona, residi a CAAa F-T �s SedIN7� gmemom2 • llil�ll��llill��l��l��11�111��1�la111�1tliiil�ill�tif . 2010129�059 071 91201 9: 48am gRSNoNGTON G SNO�MISN COUNTY, p NO EXCISE TAX AFTER RECORDING MAIL. TO: REQUIRED Nurse�li e jfS�ta-W 6ro "-,o JUL 2 9 2011 Address KNE SIEVERS, Snohomish Conry. Tmasate( City/state By KiRKE SIEVERS Document Title(s): (or transactions contained therein) �, 2. u � First American Tine Z, Insurance Company 3. 4. Reference Number(s) of Documents assigned.or released: 0 Additional numbers on..page of document Grantor(s): (Lou name first, then fust name and initials) 2. 1. 3. 4. S. 13 Additional names on page of document Grantee(s): (Last name first. then first name and initials) 2. 1. � I . �Ot -e-� dS 3. 4. 5. 13 Additional names on page of document (this space for title cowpony tree only) FIRSTAMEP W1D 589 Abbreviated Legal Description as follows: (i.e. iovbiock/ptai or seclion/iownsliip/range/quarter/quaner) 0 Complete legal description is on page ' of document Assessor's Property Tax Parcel / Accotint Number(s): D0E-14 0 o 0 a L l NOTE: Tlrc audiiodrerorder wiz! rely on the information on she form. The srefjwilt tsar read the docunicur ro vrrijy rite accuracy or complereness of the indexing informarion provided herein. i . &r Return Address: City Clerk City of Edmonds 127 - Sth Ave. N. Edmonds, WA 93020 UTILITY EASEMENT Property Address: 1040 PUCIETDRIVE, EDMONDS, WASHINGTON Assessor's Property Tax Parcel Nea 005489000009M Legal Descripliont PUG13T SOUND MCHY DEPOT 5 AC TRS ELK 000 D-04 - N 255FT OF W 60FT'OF E 1 SOFT OF LOT 9 LESS FDP TO ST OP WA WD'AUD FILE NO.810205003S VOL 1698 PO 2465 DAF ALL THAT PIN LY NLY OF A LN DRAWN PLW & 23FT SLY OF WHEN MEAS AT RIATO SR 524 LN SUR OF SR 524 EDMONDS JCT SR 104 TO 76TH AVE W IN CONSID$RATION of benefits to accrue to Ilse grantors herein. The undersigned, $Rule of America. hereby grants to the My OF EDMONM a Municipal Corporation, a permanent easement for the dostallaton, operation, and maintenance of a haul sewer main over, across, through, and below the following described property, and this further right to remove trees, bushes, undergrowth and other obstructions interfering with the location. construction, and maintenance of said sanitary sewer male. together with the right oraceasa to the easement at any time far the stated purpose. The easement hereby granted 13 located In the COUNTY OF SNOIIOMMH, STATE OF WASHINGTON, and is more particularly described as follows: THE EASTERLY 13 FEET OF THE SOLI THERLY 26 FEET OF THE FOLLOWING DESCRIBED PROPERTY: Ali that portion orTract 9 of Puget Sound Machinery Depot Plve AareTracts, aecotding to the Plat thereof, Recorded In Volume 5 offlats, Pap 47, Records of Snohomish County, Washi igion , described as follows: Beginning 120 feet West of the Northeast comer of Tract 9, Thence Wool 60 feet, Thence South to a point 75 tea , from the South line of said Tract 9. Thence But Parallel to and,75 feet North of said South line to a point 120 feet West oftho Past Line oMact 9, Thence North to the Point ofBaginning. Except that portion conveyed to the State of Washington by Deed Recorded Under Auditor's fine number 8102050(Y35. Shoats in the County of Snohomish, State of Washington THE CITY agrees to.resture to substatilelly the original condition such improvements as are disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors, Their heirs, or assigns shall riot construct any permanent structure over, upon, or within the permanent vestment. DATED THIS 27th DAY OF JP!l 2011 Bank of America, NA BY Assistant Mee President STATR OF Arizona) )ss COUNTY OFMericopa) On this day personally appeared before me Carol Stull. to me known to been Assistant Vice President of Hank of America. NA described in and who execdted the within and foregoing Instrument and acknowledged that ft signed the same as him five and voluntary act and.deed, for the uses and purposes therein mentioned. UNDER MY HAND AND OFMCIAL SEAL THIS h DAY OF Jul , 0 N6TARY PUBLIC in studlIALtlis— OPPICIAL SEAL State of Arizona, residin atg, S. MAGgq I ti V J V v . Yt NdrgaYit . U s . w� �/� Cyr• &pail EI p!. ZS, yell r 150415473 Entement I Aj&E7 PA/VS r-r j�74orA,14A 5 ,C//v%i 0 i Y 1 APPROVED AS NO rD 1 Nu BY ENGINEERING Rijn 1-�I* Iqy.(�5 se fq5.L'� 12-0,6p SOT PLAN 5«`e 1z A0. aor/-oo� f ` , \ � / r SMf�2f Vro[Yj Si7f'rtct � lit IC$ it r� flDuSe Gc�rgr�G �8tt S� l D�� de wa �-i�t• t 5� Date:.��l�:,.201 1IOAr/D 1 TOT4 t_ "' 5 F �t�ffcR 'fD UVp- 6 7�r o WPM Toe lwk fm If �Ne►IN-IN6► sky I ^ — {... 1 �� L o-r- covevye � o � 35'q -7 IESUI Jf N 2 ,7 201 tWILDING DEPART CITY OF EDMON 2� „►g 1e7 I ! new , I 1 ( � 1 ' � 1 ( Garage I � -- i 13s'•1 s�' 1 -r c7c"icok9t. r Go.+�je Fro.e I ekev. 1LI ! Wig a 1. Cove>*ect ! I foFor" N'Ew Hov5i'I 2' 4 Fi . Zco4 celioL r 37�% L t i l P—a74 �f I AI;R„ .. ti a L o4 Arecq I�,a98 s•f. Lo+ Sao p� 1A11O51-AX . '` r \` U' -7 "/o ,Btvex 6✓Att - He'tcw- cgvs , Cb A= ICIy.Col '. z ll :. l yq. zg 0 Ave Cede XF3•ZdS'' ,IX AA 4;CrmVIM I to8•a�S' qc+mil ROO F LTA/ I; N`r �E"*L Doc vap- ( 4/v Kc ' -17 into minimum required RECEIVED n. setbacks by more than �•Gii 30 inches. JAN 3 2D1( 4�• ` bEVELOPMENT SERVICES CTR. 6e.X 46.k CITY OF EDMONDS .. Zone�Corner,�lFlag� '`+�� Setbacks Required Actual 13 4.�+^� .'front CM) �,¢sc -Sides 64• „Rear Gs� diqi s,�.� c y Other Height 25 J Eaves shall not extend ,. M a a , First American Tide Insurance company Fett, WA 98201 irst y i��/f 2825 Colby Ave, Ste 300 .i iL aft Ajdj .L wan Phnom-(4 5)258-4104 (800)532-2110 Fax - (425)551-4107 TITLE COMPANY INFORMATION: EET FILE Title Officer: Kristi Mathis kkmathis@firstam.com To: National Default Title Services File No.: 4229-1705892 3 First American Way Your Ref No.: Santa Ana, CA 92707-5913 n Attn: Kelly Murphy RECEIVEE) Re: Property Address: 1040 Puget Drive, Edmonds, WA 98020 AUG 0.8 2011 BUILDING DEPARTMENT Supplemental Report 5 CITY OF EDMONOS Dated: July 29, 2011 at 8:00 A.M. Commitment/Preliminary Report No. 4229-1745892 dated as of July 29, 2011 (including any supplements or amendments thereto) relating to the issuance of an American Land Title Association Form Policy is hereby modified and/or supplemented as follows: The following paragraph no(s). 12 has/have been added to our Commitment/Preliminary Report to read as follows: The terms and provisions contained in the document entitled "Utility Easement" Recorded: July 29, 2011 Recording No.: 201107290058 The following paragraph no(s). 13 has/have been added to our Commitment/Preliminary Report to read as follows: The terms and provisions contained in the document entitled "Utility Easement" Recorded: July 29, 2011 Recording No.: 201107290059 First American Title Insurance Company By: Michelle Treherne, Title Officer cc: Terry Vehrs, Windermere Real Estate cc: Sue Doepp, RE/MAX Northwest Mill Creek Page 1 of 1 NO EXCISE TAX REQUIRED, N s� 6 rd 'JUL 2 9 2011 Address I L l p Wff sMRS, Snoho�lt cobnt Tt xVw City/state �•U(� w' 7 1 Q4 OT BjlKIR KE S1g igHS Document Title(s): (or (� transactions contained therein) 1• F l,' Q ��' FirstAmerkanTitie 2. Insurance Company 3. 4. Reference Number(s) of Documents assigned or released: 0 Additional numbers on page of document {this space jar title company IM only) Grantor(s): (t,ast name first, then first name and initials) 2. 1. 3 FIRSTAWRI�: AN %703-c�9a 4. S. © Additional nwnes on page of document Graniee(s): (fast narne first, then first name and initials) 2. 3. R(,� ) ic, 4, S. O Additional names on page of document Abbreviated Legal Description as follows: (ix. loi/blocWpiat or section/lownship/range/quaner/quarter) P0 . -�-� �- C ® Complete legal description is on page _ L of document Assessor's Property Tax Parcel / Account Number(s): �05y:Fg000 00G1/ DD 5-ya90000070� NOTE: The auditor/recorder will rely on the information on the form. The sraff will not read the document to verify lire accuracy or completeness of rite indexing information prorided herein, ti Return Address: City Clerk City of Edmonds 121 • Sth Ave. N. 14moodh WA 98020 UTILITY EASEMENT Property Address: 1040 PUGET DRIVE, EDMONDS, WASMNOTON Assessor's Property Tax Parcel No.; 0054iM000904 Legal Description: PUOET SOUND MC14Y DEPOT 5 AC TRS BLK 000 D-04 • N 255FT OF W 60FT OF E i stin OF LOT 9 LESS FDP TO ST OF WA WD AUD Fag NO. 8102030033 'VOL 169B Psi 2465 OAF ALL TtfAT PTN LY NLY OF A LN DRAWN PLW de 25FT SLY OF WHEN MEAS AT WATO SR 524 LN StRi OF SR S24 EDMONDS XT SR 104 TO76TH AVE W IN CONSIDERATION of benoflts to accrue to the grantors herebt, the undersigned, Bank of America hereby grants to Aesersor•s Property Tax Parcel Numbers 000548900000911 (1315 Olympic Ave.) and 000546900000905 (1309 Olympic Ave.), a private sourer easement for the htsta111110n, opereNea, and maintenance of a Private Sanitary Silk Sewer Une over, across, through, and below the foilowhig described property, and the further right to remove tress, bushes, undergrowth anti other obstructions Interfering with the location, construction, Bud maintenance of said t%V&a!y a Sewer, topsther with the right of access to the casement at 40y time for the steed purpose and then restora to substantially the original condition such improvements as are disturbed during the construction, malarenanco, and repair of said utility or utilities, provided the gremom their heirs, or assigns shell not construct any pernmem structure over, upon, or within the, easement_ The cesemant hereby granted is located ist the COUNTY OF SNOHOMISH, STATE -OF WASHINGTON, and is more particularly described as follows: I THE EASTERLY 7 FEET OF THE NORTIMMLY 14 FEET OF THE SOUTHERLY 40 FEET OF THE I FOLLOWINO DESCRIBED PROPERTY: ' All that portion of Usci 9 of Puget Hound Machinery Depot Five Acre Tracts, according to the Flat thereof, Recorded In Volume 5 of Plats. Page 47, Records of Snohomish County, Washington , described as follows: Beginning 120 feet West of the Northeast comer afTlact 9, Thence West 60 feet, Thane South to a poin1`75 fart n from the South line of said Tract 9 , Thenco East Parallel tc end 75 feet North of said South tine to a point 120 fact West of the Best Line ofTmct 9, Thence North to the Point of Beginning. Except that portion conveyed to the State of Washington by Died Recorded Under Auditor's tine number 8102050035. Situate in the County of Snohomish, State of Washington THE CITY agrees to restore to substantially the odgival condition such bnpmvements as arc disturbed during the consMtcdon, malnlenalloc, and repair of said utility or utilities, provided the grantors, their heirs, or assigns shall not construct any permanent atrueturs oust, upon, or within the permanent easement. DATED TNIS 271h DAY OF JM 2011 Bank of America. NA BY..� `aJv Assistant Vice President STATE OF Arizona) ) a9 COUNTY OF Markups On this day parsouatty appeared before me Carol St uA tome known to be Assistant Vice President of Bank of America, NA described in and who executed the within and foregoing instrument and aeknowiedgod that signed the same as her the and voluntary act and deed, for the uses and purposes therein mentioned. UNDFR MY HAND AND OFFICIAL SEAL THIS j,I = DAY OF July, 2011 . 8, MAcS'RA7Ft . HOLUty POBBQQa iikk of Arotros NOTARY PUBLIC in R-wVaA— a the 1� Qomm%ApaAs 8 F ?elr State'1 orta„resldl VU !yYid�Jri'Ti111 ' (J�d' 1 t Sodlr4r7 6momont2 �'iJ90:4632PGS UNiY1 GIRSNINSTON NO EXCISE TAX REOHIRM AMR RECORDING MAIL TO: NarneG'1-0 L JUL 2 9 2011 Address I Jy�� „d 4'7 ' j% KNE SIEVERS, SnobomiA county Tarim City/State �� Ci�/!/t.0 , %(/ � 9 �oD � By 19RKE SIEVERS. Document Tltle(s): (or transactions contained tbarein) First American Title y,tie Insurance Company 3. 4. Reference Number(s) of Documents assigned or released: ❑ Additional numbers on.,page of document (this spare for titic company use only) Grantor(s): (Last name first, then rust name and initials) 3. U FIRST AMERICAN�> 8 q� 4. S. ❑ Additional names on page of document Grantoe(s): (Last name first, then first name -id Wli.1s) 3. 4. 5. 13 Additional names on page of document Abbreviated Legal Description es follows: (La. lot/block/plot or section/townsi)ip/range/quarter/quaver) p 0 4 c7L j�uy� 7L Sa Vt n d O" Complete legal description is on page / of document Assessor's Property Tax Parcel / Account Number(s)- 0 F9 0 .7. 0 o 0 I NOTE: The audirorirecorder will rely on the information on the form. The sniff will nor road the docuarerir to verify ilia I accuracy or complereness of the indexing informarion pros ided herein. t i i i w Return Address: CNy Clerk City of Edmonds, In • sth Ave. N. Edmonds, WA 93M U71Lrry ZASSMENT Property Address: 1040 PUOET DRIVE, EDMONDS, WASHINGTON Assessor's Properly Tax Pareet No.: 00548900000904 Legal Description: PUOET SOUND MCHY DEPOT S AC TRS ELK 000 D-04 - N 255FT OF W 60FT'OF E 1110PT Or LOT 9 LESS FDP TO ST OF WA WD'AUD FILE NO.9102030035 VOL 1699 PO 2465 DAF ALL THAT PIN LY NLY OF A LN DRAWN PLW & 25" SLY OF WHEN MEAS ATRIATO SR 524 LN SUP OF SR S24 EDMONDS JCT SR 104 TO 76TH AVE W IN CONSIDERATION of benefits to accrue to the grantors heroin. The undersigned, Pgnk of AmeHCa. hereby grards to the CM OF EDMOND% a Municipal Corporation, a porntanent onscment for the installation, operation, and maintenance of a anitary tewectnaln over, across, through, and below the following described property, ad the further right to remove trees, bushes, andergrowdt and other obstructions interkring with the location. ceastruction, and maintenance of said +,bra itary sewer m together with the right of access to the moment at any time for the stated purpose. The easomgnt horoby granted is located in the COUNTY OF SNONOMISHt. STATE OF WASHINGTON, and 1s more particularly described as follow,: THE EASTERLY 13 FEET OFTHE SOlMiERLY 26 PFIrT OF THE FOLLOWINO DESCRIBED PROPERTY: All that portion orTract 9 of Puget Sound Machinery Depot Pive AareTmets , aocoldlog to the Plat thereof, Recorded in Volume 5 ofPlats, Page 47, Records or Snohomish County, Washington, described as follows. Beginning 120 feet West of the Northeast corner of Tract 9, Thence West d0 feet, Thence South to a point 15 feu from the South line of seld Tract 9. Thence Bast Parallel to and,75 feet North of said South tine to a point 120 real West oflhe Feat Line ofTract 9, Thence North to the Point Of'136 nninS. Except that portion conveyed to the State of Washington by Ded Recorded Under Auditor's fine number 8102050033. Situate In the County of Snohomish, State of Washington THE CrrY agrees to Sastore to substantially the original condition such improvements as are disturbed during the conaauetion, maintenance, and repair of said utility or utilities, provided the grantors, their hairs, or assigns shail not construct any permanent structure over, upon, or within the permanent easement. DATED THIS 27t t DAY OF rl 20 11 Bonk of America, NA By Assistant Via President STATE OF Arizona) )es COUNTY OF'Maricops) On this day personally appeared before me Carol S1uE. to me known to bean Assistant Vice President of Bank of America, NA described in and who exeeoted the within and foregoing Instrument and acknowledged that jbj signed the same as &L free and voluntary act and deed, for the uses and purposes therein mentioned. UNDER tYty HAND ANA OFFICIAL S6ALT'}i3S h AY OF Jul . 0 NOTARY PUBLIC in an 8 PFIMAL SE41. State of Arizona, rerlldinl;/t �. TH r NOURY p08LIC . Stitt of Adrtei lJ K �J Ef C MARt00iyt 00111 iy 1'Ot/i(/f _ ,� �Aalt sapt. 2T,T c p ��, (i 1$0415473 E1aemeal 1 U � AT: Occupancy established by this certificate No. Stories:. 2- , DEPARTMENT PER INTERNATIONAUZU Al 8020 R3 f r,`, PU! l;,qI N G S DIN CODE SECTION 111 --Z� Building Permit#: BLD2006-0569/BLD2011-0022 Dwelling Unitt: T ".of ypql_ VB Owner of building: Bank of America The Single Family Residence at 1040 Puget Drive - as, een inspected and approved complying with the requirements W; 66-the group and division of occupancy and the use for which of the 2009 edition of the International Residential Code @d�pte h 'm Q W�f the proposed occupancy is classified. Issued this 29th day of July, 2011 Chief Building Official Any change of occupancy or use requires a permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. ; so PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: Date: 1 Site Address: U Df-iv Tax Parcel O Project Description: C,0,��e�� ezoc on SFft ��o Plan Check #: �t_Da61100Z'Z gl„p�oo�0.SG� ; V,%4r- ;., rv; Reduced Site Plan Provided: YE NO) Zoning: Map Page: �� Corner Loti (YES / Flag Lot: (YES / D Critical Areas Determination #: 0-g4200,5'0l2G ❑ Study Required Waiver ' SEPA Determination: Exeft pk Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: / , Side. Side: t Rear: , Actual Setbacks Street: �t Side: , Side: E , Rear: S , ❑ Detached Structures: /Vvnc S1nocJ+�. Rockeries: a xcee_0( 3or_* over Fences/Trellises: E)c;SV. �en `1 c_e, ® Bay Windows/Projecting Modulation: ci �,};1c�c�-� �.,d s�ory on 'Oes)-S;de- N Stairs/Deck: U J6 o 0-34,' Buildin Height Datum Point: �� G Datum Elevation: Maximum Height Allowed: i , Actual Height: Other Parking Required: Parking Provided: + Lot Area: Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: 3,59� t'sly 99$-9+ = ay , ADU Created: (YES NO Subdivision: P Legal Nonconforming Land Use Determination Issu d: (YES IzO, Comments Ar Pkr.Saar�' �o C�DC %G.ZLO.oy0�� unc�vtrear u••cna�osea/ Pi��o e.�n ascit�►a/ ��iro `'EC �s' r Se.' lb k by Y �,d .�40 No, s; o!e %eA,*-&V" by 3.33' — Wi �ca}t•rt. iS G6n9ie/exVr/ 'x,,C/SGsP;n `S r.oA- e-e�c��rrd ca•,Pl c�� scil,ac�cs, Plan Review By: Planning Data Form 07-14-09 PUGET DR N0110E: NO WARRANTY OF ACCURACY. The Information shown on the attached map was compiled for use by the City of Edmonds, its employees and consultants. The City of Edmonds does not warrant the accum cy of i anything set forth on the map. Any person or entity request; g a copy should conduct an independent inquiry regarding the Information shozin en the map, including, but not limited to, the location of any see^rcr stub W shown, Such sewer stubs may or may not east and may or m:y nct artist at Z the location shown, Neither the City of Edmonds nor its employ= cr I J officers shall be liable for the information given on this map, nor for any orc' representation provided based upon said map ' 5' PRIVATE :;..:;; SEWER 10 o EASEMENT a- 4 C/O @ m GRADE 1040 z , 8" C/O 4 m I @ WYE--------- ' GRADE ' 19' 6" 5.9' SEWER 1 4 C/O @ 2.5 1 ' GRADE 1 " SE WER 150 BEND, 2' DEEP ICI ' 4 SIDE � TEST TEE SEWER ' i 6" C/O @ i L611 LMAIN- - - - - - GRADE - - - � PROPERTY LINE 10' 10' SEWER EASEMENT E.D O�IT CITY OF EDMONDS SIDE SEWER AS -BUILT ADDRESSi PERMIT 1040 PUGET DR NO. ENG2006-0175 CONTRACTOR, H❑ME❑WNERi SCALE, ABOVE ALL CONST WRIGHT NTS DATE INSPECTED, INSPECTED BYi DATE DRAWN, DRAWN BY, 10-30-2006 JH 07-30-07 J.TRIEU rl i STREET FILE JUGN 06 2006 BUILDING DEPARTMENT l'!TY OF EDMONDS DRAINAGE REPORT FOR A SINGLE FAMILY RESIDENCE BEING A PORTION OF THE NE 1/4 OF SEC. 24, T. 27 N., R. 3 E., W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON JRR # 05-91 PREPARED FOR: ALEXANDER BAY CONSTRUCTION CO. RYAN WRIGHT 1040 YVA S1 DR. PREPARED BY: JRR ENGINEERING, INC. 18609 76TH AVENUE WEST, SUITE B LYNNWOOD, WA 98037-4149 PH. (425) 697-5108 FAX (425) 697-4506 �pJ i /400 /ZOO -6 12ea. �SSIONALVA 200 EXPIRES ly �Z � �,Z00 % This report has been prepared by JRR Engineering, Inc. (JRR) for Ryan Wright of Alexander Bay Construction as support information for a single family home within the City of Edmonds. Any revisions to the proposed project may not use or depend upon this report without the written permission of JRR. City approval will require items which are generally as follows: 1. Identify existing conditions and possible development impacts 2. Show compliance with City code requirements for drainage Calculations and design plans are based on good engineering practice, City of Edmonds code requirements, methods and procedures in the Department of Ecology Stormwater Management Manual for the Puget Sound Basin (1992), and investigation of the existing system in the project area. General Site Description/Condition The subject property (site) consists of a single lot totaling approximately 14,998 SF (.344 acres) and is located on the South side of Puget Drive (SR 524) approximately 100 ft west of I I th Ave. W. Said property has a street address of 1040 Puget, and is within the NE quarter of Section 24, Township 27 North, Range 3 East, W.M., Snohomish County, Washington A complete legal description is shown on sheet C-1 of the plans. The site is bounded to the north by public right-of-way, south by public property (school) and on the east and west by single family residences. Existing Drainage Existing drainage at and around this site consists of urban runoff. At this time there is no storm drainage system on the site to collect runoff. The existing building on the site utilizes splash blocks and no downstream drainage is currently impacted. No wetlands have been identified on or adjacent to the site. The project is outside the floodplain and contains no shorelands. A closed conveyance system is located to the north in Puget Drive. The site currently flows uncontrolled to the northwest. Proposed Drainage Developed runoff from the site will be routed northerly which is a change from the present condition. An increase in impervious area is proposed. Runoff from the new residence and the paved access and parking areas will be collected via catch basins and conveyed via a 2-inch forcemain to a corrugated polyethylene pipe (CPEP) detention system terminating in a Type 2 catch basin which will contain an outlet control tee. Development Impacts The parking configuration, landscaping and drainage improvements are proposed to provide access and parking for the proposed use and improve the collection of surface water runoff on the site. No significant erosion has been observed on -site and no significant erosion is anticipated on the subject property or adjacent properties, due to the proposed development. Post development peak flows are expected to have no significant impact on existing downstream conditions. It is also the case that: (1) Modification to the existing drainage system will cause.runoffto be diverted away from the adjacent downstream property. (2) The proposed improvements are not expected to aggravate an existing drainage problem or create a new drainage problem adjacent to downstream properties. (3) A single orifice control structure is proposed for treatment and for releasing runoff at pre - developed rates. (4) The proposed project conveyance system will contain and convey the 10 and 100-year design storms. (5) The Clearing Limits that are anticipated consist of and coincide with the property lines, which will be marked prior to construction to indicate and delineate proposed improvements. Erosion/Sedimentation Control Design Silt fencing, construction entrance and typical cover techniques will be employed to minimize the potential for erosion and sedimentation. Erosion and sedimentation control details have been provided in the construction drawing submittals. Off Site Analysis: The site is generally at the same grade as the abutting properties, and is generally not affected by "upstream off -site areas". Storm runoff generally is limited to that which is generated "orrsite". Downstream conditions consist of a closed (pipe) drainage system draining along SR 524. No significant erosion has been observed around the existing grading. No significant erosion is anticipated on the subject property due to the proposed development. Post development peak flows are expected to have no significant impact on existing downstream conditions. Summary of Design Soils: Alderwood Series Hydrologic Group "C" Runoff Characteristics: Existing & Proposed Cn: 81 Second Growth Forest 86 Landscape (good condition) 98 Impervious surfaces Design Storms: 2-Year Design storm precipitation = 1.5 inches 10-Year Design storm precipitation = 2 inches 100-Year Design storm precipitation = 3 inches Pre -Development Condition: Site Area = 14998 SF (0.344 ac) "Second Growth Forest" Note: Edmonds Drainage Code specifies all predeveloped conditions as "meadow" or "second -growth forest" 2-Year Design storm peak runoff = 0.01 cfs 10-Year Design storm peak runoff= 0.02 cfs 100-Year Design storm peak runoff = 0.05 cfs Post -Development Condition: Landscape Area = 8252 SF (0.189 ac.) Impervious Area = 6746 SF (0.155 ac.) 2-Year Design storm peak runoff= 0.08 cfs 10-Year Design storm peak runoff = 0.12 cfs 100-Year Design storm peak runoff = 0.22 cfs Detention Required = 530 ft3 Detention Provided = 537 ft3 SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,1.5 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-1A DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.. 1 .344,81,0,0,55 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .3 81.0 .0 .0 55.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .01 12.50 391 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: ENTER [d:]_[path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: bay2pr SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP c ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .189,86,.r55,98,3.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS A CN A CN .3 .2 86.0 .2 98.0 PEAK-Q(CFS) T-PEAK(HRS) VOL_(CU-FT) .08 7.67 1058 TC(MINUTES) 3.3 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: _ bay2po SPECIFY: C - CONTINUE, N - NEWSTQRM, P - PRINT, S - STOP r r SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10,24,2 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .344,81,0,0,55 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .3 81.0 .0 .0 55.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .02 8.50 750 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: baylOpr bayi0pr SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT,. S - STOP C ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .189,86,.155,98,3.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .2 86.0 .2 98.0 3.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .12 7.67 1581 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: bayl0po SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP C r S.C.S. TYPE -IA RAINFALL DISTRIBUTION ENTER:.FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .344,81,0,0,55 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .3 81.0 .0 .0 55.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .05 8.00 1625 ENTER (d:](path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: bayl00pr SPECIFY: C - CONTINUE, N - NEWSTORM, P PRINT, S - STOP ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV),.CN(IMPERV), TC FOR BASIN NO. 3 .189,86,.155,98,3.3 DATA PRINT-OUT: i AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .2 86.0 .2 98.0 3.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .22 7.67 2699 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: bayl00po SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP n a SUMMARY -OF INPUT ITEMS 1)•TYPE OF FACILITY: TANK 2) TANK DIAMETER (ft), STORAGE DEPTH (ft) 4.00, 4.00 3) VERTICAL PERMEABILITY (min/in) : .00 4) PRIMARY DESIGN HYDROGRAPH FILENAME: bay100po 5) PRIMARY RELEASE RATE (cfs): .05 6) NUMBER OF TEST HYDROGRAPHS: 1 TEST HYD 1 FILENAME: bay2po TARGET RELEASE(cfs): .00 7) NUMBER -OF -ORIFICES, RISER -HEAD (ft), RISER-DIAM(in): 2, 4.00, 8 8) ITERATION DISPLAY: NO ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED): 0 INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 975 CU-FT BOTTOM ORIFICE: ENTER Q-MAX(cfs) .01 DIA.= .43 INCHES "Q-ORF" IS CHANGED TO .014 CFS IN ORDER TO MAINTAIN MIN. ORIFICE OF 0.5" TOP ORIFICE: ENTER HEIGHT(ft) 2.05 06- DIA.= .98 INCHES PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE DESIGN HYD: .22 .05 .05 3.99 770 TEST HYD 1: .08 .00 .01 2.15 420 SPECIFY: D - DOCUMENT, R - REVISE, A -.ADJUST ORIF, E - ENLARGE, S - STOP ROUTING DATA: STAGE (FT) DISCHARGE (CFS) STORAGE (CU-FT) -7r y 5-4D LF ' 4 P' P Q.i .00 .00 .0 7o3.q ti',�ee .so .o� 109.E 1.20 .01 194.5 i 1.60 .01 287.9 2 .00 .01 385.4 So Ct?aS7� = JCy�' TYPE 2 2 .05 .01 397.6 ��3 G 6 2.40 .03 482.8' n.Cgd 1Z.43 rl,.Or,4P- 280 3 .20 .03 .04 576.2 661.0 \\ } 11CZI..-��'1'� ��C�( '� 1 J3 3.60 .05 730.6 4.00 .05 770.7-IE "j'^p{' �+3 4.10 .26 770.7 = %%, 4.20 .63 770.7 4.30 .97 770.7 4.40 1.12 770.7 4.50 1.24 770.7 AVERAGE VERTICAL PERMEABILITY: .0 MINUTES/INCH HYDRAULIC COMPUTATION SERIES PRESSURE PIPE HYDRAULIC COMPUTATIONS: Hazen -Williams INPUT RESULT DIAMETER INCHES 2 2.00 LENGTH FEET 175 175.00 DISCHARGE -GPM 70 a-0- DD CFS 0.156 HEADLOSS FEET 23.04 PSI 9.98 ROUGHNESS COEFFICIENT C 120 120.00 VELOCITY FPS 7.15 MINOR LOSS COEFF. K 0 GRAVITY PIPE FLOW COMPUTATIONS: Manning DIAMETER SLOPE DISCHARGE FLOW DEPTH MANNING VELOCITY INCHES PERCENT GPM INCHES N FPS 8.00 0.50 98.0 2.87 0.0140 1.94 8.00 0.50 98.10 3.67 0.0220 1.39 6.00 0.50 98.0 4.58 0.0220 1.36 8.00 0.50 98.0 3.67 0.0220 1.39 8.00 0.50 70.0 3.05 0.0220 1.27 4.00 0.50 35.7 4.00 0.0220 0.91 4.00 1.00 50.5 4.00 0.0220 1.29• 4.00 1.00 79.3 4.00 0.0140 2.03 4.00 1.32 98.0 3.75 0.0140 2.57 4.00 1.00 85.4 3.75 0.0140 2.24 4.00 2.00 120.7 3.75 0.0140 3.16 4.00 2.00 130.0 3.75 0.0130 3.41 4.00 1.00 91.9 3.75 0.0130 2.41 It RouTc rt-o 2VG&T�--vAtv() NoKKArLLY OPEN a ` p �prTE. Vr4t��- To . IT N 70 112 NPT _ 6TNI L,"51 STL, 'POMP i5TAH D, , ct'a 'S� TY�P� �� 1 JYQ noel/-- jyOT TO SCNL �. • SECTION: 2.20-045 �7i,Aziry Almms SINew ENS FMI502 Supersedes Product Information W. fta=d 01 p&jCMjDn.CW15d(fdWy !egard!ng disaepandes or MAIL W. ro, sox ifiW - Louisville, Ky 40255-0347 vWf Aw-web site. inconsistencies. SW-18-160-Whe Run Mar- LUMM Ay 4OV"96r (502) 7 7&M I - I (8W) 928-PIJMP - FAX (502) 774-3624 Durable Cast Iron cons"clioll: Non -Clogging engineered thermoplastic vortex impeller design, passesl'72' spherical solids. Motor - 60 Hz, 3450 RPM, oil4lled, hermetically sealed, automatic reset, fhermal overload protected. Available in both single or double shaft seal designs. Carbon/Ceramic seals. Assembled with Stainless- Steel bolts. Upper sleeve and lower 6111 bearing running in bath Of oil. 15 t UL Listed Neoprene cord with molded plug cap and ground wire. 11/2' NPT vertical dischargi. Stainless steel lifting hAe. BN and BE m9d0454ft*&--&vaTiable-Ieft"0a- switch and 11J'X 2"FVC adapter fitting. OpWztes-attempemwresto-t30°F (54-Ctineft. ent or dewatering applications. Corrosion resistant powdertuated-epoxy finish. k Note: The sizing of effluent systems normally requires variable level float(s) controls and PrOPedYs!Zed basins to achieve required pumping cycles or dosing timers with nonautomatic Pumps., - 7 AM TIX P.O. BOX 16W Loulsft, KY 4025&ff47- SHIP To. 3649 Cans Run Road L%*Ae, KY 40211-1961 (502) 778-2731 - I (8W) 928-PUMP , FAX(=) 7 74-3624 manufacturers of... 140 4140 Cast Iron Series (For Pump Prefix Identification see News &.Vjws -0052) FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP)- AND ENHANCE PLOW STEP -SYSTEMS - EFFLUENT OR DEWSUATERING PUMPS BMERSBEE- 1%" NPT DISCHARGE c 4�6 . C us J.r.d 1. UL 3*%dW ULM .WCOM-dVM 1W POWDER COATED % Touaw • Nonautomatic • I HP. 1Ph 115V or 230V . QCq*WA20N-20858rZ&- p& Vft mserad- mow .-... itLICfOIlUaVfE TOTAL DYNAMIC HEAD/FLOW . PER -A E - EFFLUENT AND DEWATERING MODEL r 14014140 feel Netea Gal. . UWS .. 15 .-Be— 10 3.0 a0 303 }6 4.6 73 176 2r- 6.1-. iffi— 2W—, 25 7.6 59 222 ao 9.1 49 185 :F 10.7 W-- 144-- 40 17-2 26 106 45 13.7 4 17 64 3110v eaO- i6 • Electrical alternators, for duplex syswn-"% are avalable and supplied_with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. • Controlalannsystemsareavailableforlphasepumpsusedinsimplexsystem, See FM0732. • Variable level control switches are available for controlling single phase sys- tems. • Double piggyback variable level float switches are available for variable level long cycle controls. -- • Sealed Qwik-Box available for outdoor mstalafions. See FM1420. • Refer to FM0896 for applications above 130•F (54T). 14014140 MODELS Control Selection Model I Model Volts 70de N140 N4140 115 1 Non 12.0 1 or 2 3 E140 E4140 230 on 6 0 t or Z' 3 BN140 BN4140 115 1 Auto 12.0 — BE140 BE4140 1 230 1 Auto 6.0 — 0 I A tiPl SKJ=4A AMM46 1. For automatic use single piggyback variable level -float switch Or double -piggyback variable level floatswitch:-Referb FM0477. 2. See FM1228 for correct model of simplex control panel.- 3. See FMO712 for correct .model -of duplex =Uol-panel- a CA17r1ON 'Single piggyback switch included. For unusual conditions a reserve safety factor is enginowed into the design of everyZoeller pump. __.. Lwnsv�Ae, KY 40256-0347 3lanuradurers of.. 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Edmonds, Washington98020 Tax Account Parcel No. 00548900000004 Case-.#:: COD201 f"0072 Issued To: l3AC.H , otncLogns:S6VicihgL Address of Per86iiNo,tice,isIssued !To'.. 400 National Way, Simi Valley; CA. 93065, CodeSection(g) Violate& Edmonds Conununjjy-Develognient Code (ECDCIA30.00.0 StormWater Mani emen DescAption of ViolAtiont 1) Stormwater system designed and approved for this I)rol2er!y has been, disconnected therefore causing stortnwater runoff fo be directly discharged to the City stbrinwatei'system. Corrective Action Required:.. 1.) Reconnect the ddwiispouts to.the:storinwater de6inage system 2) Connect the nnnin.nnrl, ri-41irn to fiffl ffinntinnAlitv ner a*nnroved.drawiiig.s Penn it.131d200605 69z, 31 Make atmlication 2011 Be advised, the person(s); to whom this Notice is, issued must. correct the violation($) And shall be Assessed $!'QUQ per'day or portion of,wdayj4r each, and, every day:,4fter the service of this,'notice duringowhich the violation. contfittim The imposed .monetary penalties are immediately due and payable to the City of Edmonds at 121 5th. Avenue North,.Edmonds,, WA 98020 during. -normal City business hours. The. City intends to issue.,a new Notice. of Violation every 10 days 'during which' the Above-Teferenced viblation(s). remain uncorrected, and fines shall continue to accrue; under each Notice, of Violation at the rate of. $100.00 p . er'day until this:niatteir is tesolved.t6the gatisfactiou'lof the City. Further< ifcorrectio correction is not, ni4de by!&Q.onMayA6 20,11 an abatement notice may he. i.SSL[ed warning of impending City abateiitent,df'the':vio'l'atioii.,, Any,and all costs, including incidental, costs,. will, be add6d to the. monetary Penalties assessed, againsithe t).qrspn(s) to whom the Notimis issued. Note, this, decision is appealable to the City of Edmonds Hearing, Examiner by filing a complete appeal a Development application including, written notice of, ppealwith the De lopment Services, Director no later than May % 20 1 .11 at 3:00 p.m. The appeal filing fee is,S705.00 pursuant to Resolution 1.192 adopted by City Council. .Eitch Notice of 'Violation. issued by the: City is separately appealable by 'the deadline indicated therein. Failure to appeal a Notice of Violation shall waive the right to further challenge the violation determination and monetary penalties(for the 1.0 day period covered by that Notice of Violation. Date Served:_ — Date Posted:. May28,2011 Date Mailed: May28,:2011 Issuing Signature: pZL814 8_6 1x)()Q(r\00066.90015(' W Title- StohnWater, Engiaeori 0 ..! v'FD'4' N OYTICE TOPERMITTEE AND/OR OWNER 0, PARTIAL APPROVAL 0 CORREcrto.N REQUIRED 0 ENFORCEMENT VIOLATION Owner- Permit Number Job Address Site Contact Type, of,fuspection ❑ WORKKDESCRIAED, BELOW HAS BEEN INSPECTED. AND APPROVED. ❑ APPROVED'PLANS. ANDJOB CARD MUST BE AVAIIABLETO INSPECTOR ON SITE ❑ CORRECTIONS. LISTED. BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED AND/OR THE NEXT PHASE OF WORK IS STARTED.., CALL FOR INSPECTION, F-1 REINSPECTION.FEE %MUST BE.TAID PRIORTO NEXT INSPECTION REQUEST. n STOP WORK-U,NTIL AUTHORIZI D TO CONTINUE.BYCITY INspEcroji. toAlA -W +W in 1A IM 1) iA I RAAI-1-0 -A — eL,1 Y vp-A A THE AC'I*IONS.01R'(*_';ORR.1 C'I'-.IONS INDICATED AROVE, ARE REQUIRED TO BE CORRECTEDBY Q-R PfN'A LT) F's MAY: f.3F; APPLIFI). FOR INSPECTION CAI_,;.L 42.5-:771-.0220 0 Building 0 Plann I j ng 0: Ffre, 0' Public Works 1 nsppetor 'Date— q1' Z-� HIS MOTICE TO REMAIN ON. SITE White: Permit..Fife Buff; Applicant t V coN,uLzc7 /,vYC L'�NNr'�71a�- NEW P/AE OFFSl % 7"b e-D AnzwQ ltflN k! -do AIV 3 t v ice I no A,,, vecr ©s:(D /N7b 50iwp I 4 CATcti BrA VP. � r 7��N SU P ov7 ' /PTgetae i i E) 7&fZ1u1Z k �(1 lM Cuti+04TiDN \AIALI PTN: N.W. 1/4 N.E. 1/4, SEC. 24, T 27 N, R 3 E, W.M. ENGINEER RESPONSIBLE FOR EROSION CONTROL CURB LINES PUGET DRIVE (SR 524) JRR ENGINEERING, INC. PAINTED YELLOW RONALD K. RIACH, P.E. (425) 697-5108 E-mail: -7Z:HeIpcOJRRENGR.com 2602.18' MEAS 2623' PLAT TURN LANE - S ITC" A D D R E S S S S 299.33' EXISTING 1 " CP, 23OLF S-6,05% 8*33131 " E - - RIM EL. 134.78 - IE 131.18, 12"0 CP SCALE: 1 "=20' S REUSE EXISTING 6" SIDESEWER.---"" INSTALL CLEANOUT AND NEW SIDESEWER TO HOUSE PER CITY 4.2' STANDARD. r S VE EWA S EDMO,4DS,040 918020 IN(ftHAINLINK FENCE -- ON V TE PROPERTY. TO RE .125.62' 24.36' V E RT. DATU SET 1,00' OFFSET RIM EL. 149.95 3. 2' \ ON EXTENDED PROP. IF 145.15, 12"0 CP NAVD 88 USE EXISTING DRIVEWAY LINE (TYP) BENCHMARK PROJECT BENCHMARK: CENTER OF LOCATION FOR CONSTRUCTION CB GRATE 35'f EAST OF NE ENTRANCE PER DETAIL, THIS SHEET. PROPERTY CORNER. HORIZ. DATUM EXISTING RESIDENCE TO BE DEMOLISHED AND REMOVED PER CITY AND P.S. CLEAN AIR STATE PLANE COORDINATE 1 / AGENCY REQUIREMENTS. CALL 1-800-552-3565 SYSTEM NORTH ZONE F EXISTING / OR GO TO WWW.PSCLEANAIR.ORG PER SNOHO. CO. DATA BASE HOUSE / Ij #1040 TB / �o- --STOCKPILE o 1 2\„ + � 241 i 1 .1 I. SET HUB AND rn _ TACK ON LINE i ; � I � II• 12 I - LEM I � 8 STREtl`� 2 4 1! 2.0' I / I 1 II Tl o „ \ I� Z Nei F �-- �� i le" ► + <0 Q g WIRE FENCE s 1 o+o I ' �d� L�j i �____J 1.3' 1 GRAVEL DRIVEWAY .TO BE REMOVED (TBR) CONC WALL 0.5' HIGH 3.6' 250t LF SILT FENCE PER DETAIL THIS SHEET CONSTRUCTION SEQUENCE 1. Schedule and attend Pre -construction meeting w/ City of Edmonds by calling (425) 771-0220. 1ExT 1152G 2. Provide construction staking for limits of clearing, line and grade of utilities and miscellaneous structures as shown on these plans. 3. Install temporary erosion and sedimentation control (TESC) measures as shown on these plans. 4. Sawcut and remove pavement from areas to receive landscape, bldg, or other Improvements. 5. Clear, grub and haul material from the site and dispose of as required. 6. Rough grade for proposed road construction, drainage improvements, and utility alignments. 7. Construct improvements as shown on the approved plans (drainage, utilities, paving, etc.). 8. Perform final grading, cleanup and application of ground cover. 9. Remove TESC measures, 1.2' 1.3' 0.3' IDENTIFY HOLE AND FILL AS REQUIRED PER CODE. EXISTING WOOD FENCE TREES TO BE REMOVED DEMOLITION AND ESC PLANA SCALE: 1 "=20' CONSTRUCTION SCHEDULER Work is to begin as soon as possible after a permit Is let. The following schedule may be used as a guideline: Mid June 2006: Stake limits of clearing, stake line and grade of utilities and miscellaneous structures shown on the approved plans. Install temporary erosion and sedimentation control (TESL) measures. Late June 2006: Schedule and attend Pre --construction meeting w/ Jurisdiction. June & July 2006: Sawcut & remove pavement from areas to be paved, landscaped, or otherwise improved. Clear, grub & haul material from all road corridors & dispose of as required. Grade for access construction, drainage improvements & utility alignments. June to Aug 15, 2006: Construct road, utilities & drainage improvements as shown on approved plans. July to Aug 15, 2006: Perform final grading, cleanup and application of ground cover. July to Dec, 2006: Construct building. Mid Jan. 2007: (� Receive final occupancy front City of Edmonds. Remove TESC measures after all potential for erosion has passed. SURVEY NOTE JRR ENGINEERING DID NOT PERFORM A BOUNDARY OR TOPOGRAPHIC SURVEY ON THIS PROJECT. INFORMATION SHOWN IS BASED ON SURVEY BY OTHERS. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND INFORM -THE ENGINEER OF CONFLICTS ENCOUNTERED. TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY: GREENE LAND SURVEYING ROBERT "GUY" GREENE P.O. BOX 33725 EDMONDS, WA 98026 (425) 697-6606 EXISTING USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SINGLE FAMILY RESIDENCE SITE SLOPE: WESTERLY 0-7% SITE AREA: 14,998 SF (0.344 AC.) EXISTING IMPERVIOUS: WITHIN PROPERTY ONLY HOUSE: 1054t SF ACCESS: 300f SF (ESTIMATED) MISC.: 70t SF (WELL COVER) TOTAL: 1424f SF (0.033f AC.) G R 25' MIN. AS REQUIRED 100' MIN. EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL. b 4"-8" QUARRY SPALLS NV 8" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOT TO SCALE INSTALL & MAINTAIN PER CITY OF EDMONDS STANDARD E1.2 FILTER FABRIC - MATERIAL SECURED TO 2"13Y2" BY14 _ GA. WIRE FABRIC OR EQUIV. PROVIDE 3/4"-1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE. 2x2 OR 2x4 P.T. WOOD OR STEEL FENCE POSTS AT 6' O.C. (TYP.) 8" MIN. 107 6"f FROM PROPERTY LINE. LEAVE VEGETATIVE SUFFER WHERE- POSSIBLI!._ G I I FILTER FABRIC FENCE NOT TO SCALE INSTALL & MAINTAIN PER CITY OF EDMONDS STANDARD E1.1 JRR ENGINEERING, INC. 0 I cV N ID K. h� off' wnsk.j`J LEGAL DESCRIPTION ALL THAT PORTION OF TRACT 9 OF THE PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING 120 FEET WEST OF THE NORTHEAST CORNER OF TRACT 9; THENCE WEST 60 FEET; THENCE SOUTH TO A POINT 75 FEET NORTH OF THE SOUTH LINE OF SAID TRACT 9; THENCE EAST PARALLEL TO AND 75 FEET NORTH OF SAID SOUTH LINE TO A POINT 120 FEET WEST OF THE EAST LINE OF TRACT 9; THENCE NORTH TO THE POINT OF BEGINNING. EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 8102050035. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO AND TOGETHER WITH ALL .EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF RECORD IF ANY. LEGEND VIUIIVI i Y MAI-' NOT TO SCALE EXISTING PROPOSED BUILDING OR STRUCTURE BUILDING OR STRUCTURE Q T -- TELEPHONE LINE -P,T UNDERGROUND POWER • CONCRETE SIDEWALK AND TELEPHONE LINE ASPHALT ROAD` OR PARKING roe' P - OVERHEAD POWER LINE - S SANITARY SEWER LINE CONTOURS D - STORM DRAIN LINE SILT FENCE ---1E- - W WATER LINE SANITARY SEWER PIPE -S - -" G -- GAS LINE STORM DRAIN PIPE ---D ---- - X --- FENCE LINE WATER PIPE --.W _ CENTERLINE DITCH UNDERGROUND ELEC. -E �jR, NOTE`- 2 CE R --- CONTOURS OVERHEAD ELEC. - -E - '- FOR INSPECTIO. N FILTER FABRIC FENCE ----F FOUND BRASS PLUG ELECTRIC METER MR PENC"IRON W/AP LUMINAIREFOUND- -- rtMPORA,RY CONSTRUCTION •�,� FOUND CASED MONUMENT SIGN ENTRANCE REQUIRED CATCH BASIN CATCH BASIN TYPE I CATCH BASIN TYPE II SANITARY SEV"JER MANHOLE STORM DRAIN MANHOLE __ GATE VALVE CONS�R,Ep�iF��p SANITARY SEWER MANHOLE 0.QF W(�Y FIRE HYDRANT FIRE HYDRANT H� pND �Ngp�C�10� a4 GATE VALVE WATER METER 8 WATER METER SANITARY SEWER CLEA TER/ONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE • POWER POLE ELEV SPOT ELEVATION APPROVED AS NOTED [T] TELEPHONE BYE EERING VAULT Date: ESC MINIMUM REQUIREMENTS JU��o6 2oo,- `t!lII ANG, DEPAA11l1E:i4i STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMP's, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP's SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED ' TIMETABLE: (TYPICALLY; NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM ,• ,, OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM a MAY 1 THROUGH SEPTEMBER 30). •- SEE ESC NOTES ON SHEET C-3. FILTER FABRIC SOCK `- 3-4" PILE OF 7/8" WASHED ROCK CB '. 4 NOT TO SCALE. - INSTALL & MAINTAIN PER CITY OF EDMONDS STANDARD E1.3 SCALE: AS SHOWN w 0�zs DATE: 1/5/2006 � G g4 S4�� ti� jONAL '�� q�io0� DRAWN: TV I S e ��red � � oaw,.ti CHECKED: RKR No. DATE REVISION APP'D EXPIRES: 10-25-2 07/ 260% FILE NAME: ALEXANDERBAY\BMAP I DATE PREPARED: JANUARY 5, 2006 PARCEL # 5489-000-009-0406 NOTE: EXCAVATED MATERIAL WHICH CAN NOT BE STORED ON SITE WILL BE DISPOSED OF OFF -SITE AT A COMMERCIAL FACILITY, NOTE: DUST CONTROL MAY BE REQUIRED DURING PERIODS OF DRY WEATHER. CITY of EDMONDS APPROVED FOR CONSTRUCTION I CITY ENGINEER DATE I SHEET TITLE: ALEXANDER BAY CONSTRUCTION INC. DEMOLITION OWNER: RYAN WRIGHT & ESC PLAN 17518 52ND AVE. W #A LYNNWOOD, WA 98037 JOB NUMBER: (206) 261-3627 SHEET 05-91 ENGINEER: JRR Engineering, Inc. C-1 CLIENT NO.: 1 18609 76th Ave. W., Ste, B, Lynnwood, WA 98037 of 05-91 (425) 697-5108 FAX 697-4506 3 PTN: N.W. 1/4 NE. 1/4, SEC, 24, T 27 N, R 3 E, W.M. GENERAL NOTES: p DRAINAGE SYSTEM INFORMATION: CURB LINES----� PUGET DRIVE (SR 524) 2602.18' MEAS 2623' PLAT TURN LANE S S 99.33' EXISTING 1 " CP, 230LF S=6.05% S 033'31" E r EXISTING_ SIDEWAL RIM EL. 134.78 IE 131.18, 12"0 CP EXISTING CURB, GUTTER AND REUSE EXISTING 6" SIDESEWER.--., 2,p' SIDEWALK TO BE REMOVED INSTALL CLEANOUT AND NEW AND REPLACED AS REQUIRED SIDESEWER TO HOUSE PER CITY BY THE CITY INSP CTOR, STANDARD.Cbk-T R40,;0 f=lc. 5 t 1p•e.S�.W�I� 7:e.R. ACWIJG 'ro THE PRoP, LwE,--'� /�►� BEGIN SWALE AND UNDERDRAIN EL. 1.42 SCALE: 1 "=20' G C&k?J ov" 9ft b Eve c (,c1v' 4 Ar rie?j CONC WALL 0.5' HIGH 250f LF SILT FENCE o PER DETAIL THIS SHEET 0 0 0 85 LF SWALE ® 1 VN/ UNDERDRAIN PER DETAIL, THIS SHEET. , •i 165 LF OF 2"0 POLYETHELENE (PE) CBPIPE 5 FOTORCEM CBAI 4 FROM �4y MAINTAIN 2' MINIMUM COVER OVER STORMWATER FO%CEMAIN UNDER DRIVEWAY.---, ul �iI tttltl'i' C)1 IA BUILDING HEIGHT RECTANGLE C.0 g WIRE FENCE 10.0' CP Q PAINTED YELLOW INSTALL NEW DRIVEWAY TRANSITION PER CITY OF EDMONDS STANDARD DETAIL EXISTING WATER METER TO REMAIN. CONNECT NEW - _,_ S 1-1 /4" 0 SERVICE AS REQUIRED. 0 C) METER NOT ENCLOSED BY FENCE. ' S EXISTIN(�`CHAINLINK FENCE ACV VA E PROPERTY. TO REMAI .125.62' 24_36' 144 SET 1.00' OFFSET RIM EL. 149.95 1142.5 3.2 ON EXTENDED PROP. IE 145.15, 12"0 CP 1 LINE (TYP) BENCHMARK 1 9LF 8" PVC_,& CB; #3 CB #2 }x + 6OLF DETENTION SYSTEM f>'r t 4 S26 >.Ur. PER DETAIL ON SHEET C-3 NEW 12' 1 Ms ASPHALT, OR I CONC DRIVEWAI'� MAX. WLL 1 HGT. PER S AL - DETAIL THIS / I SHEET i B #4 F,:rirr'{ -- --142 5 z t�1 t z g. NEW ROCKERY Qi -L 7 r;r ��4 I W 143 H' µ� CANTILEVER I( ABOVE \ 1>, ' GARAGE I _ GARAGE FRONT / COVERED 6,L. 141.32 i PORCH z �)0,�.� r I I I W 143 146 T: ! CELLAR j I` FF EL. I I 1132.8 i I z I W Q O �-- �-- c0 0 Q0 O ' ( ROOF LINE, TYP. S1.DESE uv eR LAs&"GT' � ►� I NEW I I 142 +oa- T�eC-,F(T Or 131, �4ym r->i Ave L MAW HOE FLOOR I I i EXISTING FF EL. 142.17 I WOOD FENCE � C � - D I 10.0' �Io �oc��.•S // 13 cnGtr w�c..c_ s rF� �L � � DECK 144 o Ui N 1 I 4" DOWNSPOUT COLLECTOR PER 4 0.0 DETAIL, THIS SHEET. ROUTE FOOTING DRAINS SEPARATELY TO -CB #5. S 89'37 34 E _ - -- - GRADING & DRAINAGE PLAN SCALE: 1 "=20' L& 2" COMPACTED DEPTH CLASS "B" ACP, 4" CONCRETE, OR MODIFIED CLASS "B" AT OWNER'S OPTION. CRUSHED SURFACING, TOP COURSE (CSTC) 2" MIN. DEPTH. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 (MODIFIED PROCTOR) REMOVE DELETERIOUS MATERIAL AND COMPACT AS REQUIRED THEN PROOFROLL IN PRESENCE OF GEOTECHNICAL ENGINEER PRIOR TO PAVING. NOTE: 1. COMPACTION TESTING SHALL BE AS REQUIRED BY THE CITY OF EDMONDS. TYPICAL ON --SITE PAVEMENT SECTION NOT TO SCALE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING. EXCAVATION. ALL. EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. 22"OOUTSIDE 20"0 1 S"t�INSIDF 3.5" GRATE GROUT IN P * YARD DRA� pG PIPE, INC, TYPE 45 CATCH BASIN OR EQUAL YARD DRAIN (TYP.) NOT TO SCALE ROUND TO RECTANGULAR OR REDUCER COUPLER TO CONNECT TO DOWNSPOUTS. FINISHED GRADE z¢� 4" ADS RISER LENGTH z 2 a °° c AS REQUIRED 4" ADS TO 4" PVC w ADAPTER COUPLING. r- 4" PVC WYE w v'Z �m3 4" PVC PIPE °a• as C. 9:4 aaa° a ° b°Oa b° °b as CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY OWNER OF CONFLICTS ENCOUNTERED. DETENTION SYSTEM, CATCH BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS SHALL COMPLY WITH CITY OF EDMONDS DESIGN AND CONSTRUCTION STANDARDS, METAL PARTS SHALL BE CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT #1 OR BETTER. CATCH BASIN (CB) #1, TYPE 1 CB #5, TYPE 1L RIM EL. 143.69 RIM EL. 140.97 E & W IE 139.53, CP (Est.) N & E IE 137.8, 4" PVC S IE 139.86, 8" CMP W IE 138.8, 2" PE (SDR11) CB #2, TYPE 1 SEE PUMP SCHEMATIC, SHEET C-3 RIM EL. 144.0 YARD DRAIN (YD) #1 N IE 140.03, 8" CMP RIM EL. 141.00 E IE 140.03, 8" PVC N IE 140.17, 4" PVC S IE 139.00, 4" PVC. CB #3, TYPE 2 RIM EL. 146.4 YD #2 S IE 140.18, 24" CPEP RIM EL. 140.9 W IE 140.18, 8" PVC, IE 138.4, 4" PVC SEE DETENTION PIPE DETAIL, SHEET C-3 CB #4, TYPE 1 RIM EL. 146.4 C/G & SIDEWALK FORM N IE 143.48, 12" CPEP INSPECTIONS REQUIRED S IE 144.3, 2" PE (SDR11) SITE/PROJECTINFORMATION HEIGHT CALCULATIONS: A = 144.67' B = 142.55' C = 141.32' D = 144.28' Average Grade: 143.21' Maximum Height: 168.21' Actual Height: 167.97' PROPOSED IMPERVIOUS: ON -SITE IMPROVEMENTS: HOUSE: 4477f SF DRVIY.: 2269t SF TOTAL: 6746 SF (0.155f AC.) NO FRONTAGE IMPROVEMENTS ARE PROPOSED AND WITH DEMOLITION AND REMOVAL CF THE EXISTING HOUSE AM . INCREASE IN ON -SITE IMPERVIOUS SURFACE IS PROPOSED. 12' ACP I I 6" GRAVEL 2 fit .NOTICE AIL', . �, FOR INSPECTION q WATER & SEWER INSPECTIONS REM CALL 425.771.0220 EXT.1326 FOOTING DRAINS NOT TO BE DETENTION SYSTEM ACCEPTAS..,C �'IGHTLINE SDR 3 MA i-RIAL SCH 4( N-12 F810 HANCOR A ESTIMATED GRADING EXCAVATION QUANTITIES ARE "IN -PLACE" FOR .PERMITTING PURPOSES AND BASED ON SURVEY INFORMATION PROVIDED BY OTHERS. LOWEST FOOTING EL. 139.0 MAIN HOUSE LOWEST FOOTING EL. 131.8 CELLAR W/IN HOUSE FOOTPRINT: 510 CY CUT CELLAR: 110 CY CUT DRIVEWAY AREA: 80 CY CUT SITE GRADING: 300 CY FILL REMAINING EXPORT MATERIAL TO.. BE HAULED TO A COMMERCIAL FACILITY. SEED WITH RED FESCUE (50%) AND KENTUCKY BLUEGRASS (50%) MIX. MOW MATURE GRASS TO 4". GRADE BEYOND (NORTH) OF END OF SWALE EL. 142.25 OVER TOP OF CMP EL. 140.7 APPROVED AS NOTED Y E EERING Date: 6" MIN. `/��`''�� , •� %' ��/� � KEYSTONE OR OTHER „__'� �� ti�� LANDSCAPE BLOCK WALL TOPSOIL TO ,. / i� ,> 4" MINIMUM - - '' - - 8 CMP FROM CB 2 � 3 FT. MAX. HEIGHT '+- ©°�� ° `` CROA SING 17'f S. OF i - - - - ° �' c N_ OPERTY LINE i .5% `�" A° -COMPACT BACKFILL TOP OF ,+�� PVt-t1 0. c ° 4" PERFORATED PVC PIPE, HOLES DOWN 141.35 AT BEGINNING N i °4oQao°° ' (BEGIN 27't S. OF N. PROPERTY LINE) OF SWALE a° e ° °A � ° WASHED ROCK 3/4" - 1 1 /2" WRAP GRAVEL BLDG BY OTHERS 1,_6,. ENTIRELY WITH FILTER FABRIC Al TYPICAL SWALE DETAIL (BEGINS 270t S, OF N PROPERTY LINE) NOT TO SCALE 4" PERFORATED PVC PIPE WITH MIN. 4" DEPTH 1-1/2" WASHED ROCK ABOVE AND BELOW. WRAP W/ FILTER FABRIC. NDISTURBED EARTH DOWNSPOUT COLLECTOR DETAIL NOT TO SCALE PARCEL # 5489-000-009-0406 .t JUNI 0 6 2006 O,UIL DINGI DE_E'AR'i'fM1E6' T CITY 011= [: E.I.NX-II ADS CITY of EDMONDS APPROVED FOR CONSTRUCTION I CITY ENGINEER DATE I i OVERFLOW ELEV. TO PROVIDE DETENTION AND OIL SEPARATION ELEV. = 144.42 I N PIPE SUPPORTS BOLTED W/ EMBEDDED 2" IN WALL, 3"x.090 GAGE STRAPS, MINIMUM OF TWO SUPPORTS AT MAX. 3' SPACING. 14Z.2-3 8"0 PVC PTN: N.W. 1/4 N.E. 1/4, SEC. 24, T 27 N, R 3 E, W.M. ALUMINUM ROD, 1/2" ROUND STOCK HANDLE TO BE 18" MAX. FROM RIM WITH GATE DOWN. SLOTTED GRATE CONTROL STRUCTURE z RIM EL 146.4 RIM EL. 146.4 2LF 12"0 CPEP 6" MIN. -56sV, 48"0 CORRUGATED PE..PIPE (CPEP) D MAX. W.S. EL. 144,43; E 144, .. p. 2" PE �r f v S= .5% � DETENTION PIPE CMP TO PVC 2Lr 24"0 CPEP ® .5% COUPLER o z\_IE 140.18 IE 140.18 N 8"0 CMP RISER, RESTRICTOR PLATE W/ A xJVO ORIFICE c z SHARP GED, SHOP 1 - DRILLED i� CONTROL STRUCTURE, CATCH BASIN #3 TYPE 2 PROPOSED BUILDING �c S=.005 MIN I E 143.49 VOLUME REQUIRED (770 CU, FT.) VOLUME PROVIDED (771 CU. FT,) NOTES: 1. NEW PIOE SHALL BE 12" 0 CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH SMOOTH INTERIOR, (CPEP), UNLESS NOTED OTHERWISE. 2. METAL PARTS SHALL BE CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT #1 OR BETTER. 3. FRAME, GRATE AND RISER SHALL BE OFFSET SO CLEANOUT GATE IS VISIBLE FROM TOP, AND CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. DETENTION PIPE ELEVATION NOT TO SCALE . .=•/ QUARRY SPALL �. ' �✓4" MINUS FILTER FABRIC WASHED` DRAIN ROCK 4" PERF. PVC PIP ROUTE TO CB ; KEY © 2 MAN ROCK 2001b-7001b 18" TO 28" DIAMETER+ 3U 3 MAN ROCK 700lb-20001b 28" TO 36" DIAMETER+ TYPICAL ROCKERY NOT TO SCALE FILL SETBACK H/2 �<< S CUT SETBACK. H/5 2' MINIMUM. I CUT FILL SETBACK NOT TO SCALE JRR ENGIN 2'�Gk7_VAIV& NOKYA LLY OPF-M PxoViDE AWE faux To GfzAAf,. �►M -. 19 P.17 s� .Z � �- l %z" sw"rN� cl+r�c� Sr✓I��, �}oL l ROUTE o 5 .fZ i -r � � %Z `� o F X 0 D. Pt•P.tt-. � Bfu�-ss •. �� r VAt_ S. IZer�t I y cis _ &Prl L't� `ra . v�P �f 'PVC. COUP1-t?Asi IT" ....f�o . 70 I' NFi Pl) t-IL e DMsWAZi ,� . .i?5- _! ..Z?F_?IPe ,E� ��.I✓�t-�x?-.L`Dl�,T'Q�- ! 3f� ��• P,Ump V 0 L U t/0 > z" A>^v, . ©ram .�_ . • _ L.._.... l 3 �.� ; , �dou, � �2 �Z ..__ t tom, .. , . �Lx !'�S. O 14R 4+3 c(�> yip re- I.... ,UJ/ ' Tov.4 T I-AII_ �� 77 SEC r . L� SLH e t-�tATI. NOT '1!'"o SC"A,-L e- RING, INC. SCALE: AS SHOWN DATE: 1 /5/2006 DRAWN: TV CHECKED: RKR FILE NAME: ALEXANDERBA No. DATE REVISION MAP DATE PREPARED: JANUARY 5.2006 APP'D K. of rvnsr•.l"�, S;4� EXPIRES: 10- 18.30MO Dervelopment.apprt vai _7. Adciitianal ESC MYftimum Require - standards for erosion and ments for Larger Developments. .A-1-1 new, sedimentation control ('C) development and redevelopment that includes Platt• land disturbing activities of greater -than, or A. ESC Minitnuna Requirements. All activ- equal to, one acre in addition to meeting the N/A -s rTF ities necessitating .a clearing or grading permit niinim:um requirements set forth above sha11 °C 1 A69F- and all utility projects consisting of more than comply with ESC requirements listed below. 500 lineal feet -of trench excavation shall be g. ESC Minimum Requirement - Delin- required to control erosion and sediment dur- eate Cleating and Easement Limits. In the itig construction and to permanently stabilize Meld, mark clearing limits and/or any ease - exposed soil resulting from construction. ments, setbacks, sensitive/critical areas and the Pmjpcts involving a critical area may also be buffers, trees and drainage courses. required to comply with any combination of 9. ESC Mnimum Requirement - Sedi- the ESC Minimum requirements. Compliance ment Trapping. Prior to leaving the site, storm will be demonstrated through the iimpletnenta- ' water runoff shall pass through a sediment tibn of an approved ESC plan. Guidelines for pond or sediment trap, or other appropriate -preparing ESC plans are provided in the Stan- BW& Sediment ponds and traps, perimeter ual. The plan must additisss the following dikes, sediment barriers, and other BMPs requirements: intended to trap sediment on -site shall be con- 1. ESC Mnimum Requirement - Con- structed as a first step in grading. These BMPs struction Access Route. Construction vehicle shall be furtr;tional before landdisturbing activ- access shalt be, whenever practical, fir W- ted to ities take place. Earthen structures, such as one route. Access points. shall be stabilized dams, dikes, and diversions shall be seeded and with quarry spans or crushed rock to minimize mulched according to an approved timetable. the tracking of sediment onto public roads. if. 10. ESC Minimum Requirement -- Cut sediment is transported onto a.toad surface, the and Pill Slnpes. Cut and flil slopes shall be roads shall be cleaned thoroughly at the end of designed and constructed in a manner that will oach day. Sediment shall be removed from minimize erosion. in addition, slopes shall be ropds by shoveling or sweeping and be trans- stabilized in accordance with BSC Require - ported to a contralled sediment disposal area meat No. 2. Within 24 hours. Street washing shall be 11. ESC Miniature Requirement -- Con-. allowed only after sediment is removed in this trolling Off "Site Erosion. Pfbperties and water mantaer• ways 'downstream from development sites 2. ESC Minimum. Requirement -- Stabi- shall be protected from et•osion due to lization of Exposed Areas. All soils exposed increases in the volume, velocity, and peak by land disturbing activities shall be stabilized flow rate of storm water runoff from the by suitable application of DAVs, including, project site. but not limited to, sod, hydroseeding, or other 12. ESC Minimum Requirement -- Sta- vegetation, plastic covering, or mulching. All biiization of Temporary Conveyance Channels BMWs shall be selected, designed, and main- and Outlets. All temporary on -site conveyance tainted in accordance with the manual. The channels shall be designed, constructed and r exposed. soils -shall be stabilized according to stabilized to prevent erosion from the expected an approved timetable. (Typically, no soils veloeity of flow from a two-year, 24-hour fre-• shad remain exposed for more than two days quency storm for the developed condition. S ta- from October 1 through April 30 and no more biliza'tion adequate. to, prevent erosion of than seven days. from MAy 1 through Septem- outlets, adjacent stream banks, slopes and teen 20)• downstream reaches shall be provided at the 3. E Requirement - -Pro- outlets of all conveyance systems. teetion.of AAacentPro,"tl7'tes, Adjacent: -prop- II ESC Mifithia A. ,equitem,ont -- er-064 shall .Ise ptet6ftA ftm ssMinent• 5toriit: Frain .1ft Protection:. All gtonn, drain dt%possitiot by aplareprism use : vegetative ialet� ffia&-,Q*Able diaring:�ottstruction shall ps;�seM m.ei3t barriers or-:fii:lter'ss:dikes be prdteete+d -so that: -storm. water runoff shall "m1ohing, or .by a combinmitan *f these not'enter the cottveyartce 'system without first �muc m and:othor appproptiate:W00s. - :be rig_ filtored• or othetwise -treated to remove 4. ESC Mnni'rnum Requirement -- Main- sediment. -tenrance. All erosion and sediment control .14. ESC Requirement Removal of " BMPs shall be regularly inspected and main- Temporary BMP& A11 temporary erosion and Wined by the owner to ensure :continued per-. scditnent control BMWs shall be removed forrnance of theft intended function. All within 30 -days after final site stabilization is maintenance and repair shall be aonducted in achieved or .after the temporary BMPs are no accordance with the manual. longer needed. Trapped sediment shall be 5. ESC Mini ium Requirement - Other removed or stabilized on site. Disturbed soil .BWs. As required by the city, .other appropri-- areas resulting from removal shall be perma- ate BMPs to mitigate; the effects of increased nently stabilized. ninoff shall be applied. 15. Erosion. and Sediment Control 6. Erosion and Sediment Control Requirement-- Dewatering Construction Sites. Requirement -- Underground Utility -Construc- Dewatering systems shall discharge into a sed- tion. The construction of underground utility intent trap .or sediment pond. fines shall: specifically sddress the following: 16. Erosion and, Sediment Control a. Erosion control for excavated and Requirement- Control of Pollutants other than stockpiled materials; Sediment on Construction Sites. All pollutants b. • The placement of excavated :mate- other than sediment that occur on site during rial where consistent with safety and space construction shall be handled and disposed of considerations shall be placed on the uphill in a manner that does not cause contamination . side of trenches; of storm water.. c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, 17. Erosion and Sediment Control ' Requirement Financial or ether acceptable means); -- Liability. Perfor-• manse bonding, or other appropriato financial d. Tracking and spilling of materials instrumients, shall be required for all projects to on streets due to hauling; e. Daily cleanup and street mainte•- ensure compliance with the approved erosion riance. and sediment control plan. [Ord. 3013 § 1, 19951. APPROVED AS NOTED B E EKING �r l9lzov& 1 2.06& JUN 0 G 2006 ,Pi"ca ecPn€�77ute�9T Or CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE PARCEL # 5489=000-009-0406 SHEET TITLE: ALEXANDER BAY CONSTRUCTION INC. DETAILS & OWNER: RYAN WRIGHT • �PECiFICATIONS 17518 52ND AVE. W #A LYNNWOOD, WA 98037 JOB NUMBER: (206) 261-3627 SHEET 05-91 ENGINEER: JRR Engineering, Inc. C-3 CLIENT NO.; 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 OF 05--91 (425) 697-5108 FAX 697-4506 3 SHEETS J 0 Uu SU"O"N -DOMNT C.T E R, NOS