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1240 BIRCH ST.PDFiiiiiiiiiiiiii 10311 1240 BIRCH ST ADDRESS: /171 �0 aVch r TAX ACCOUNT/PARCEL NUMBER:_bf5157-DbO61-- bUb BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS �ly� DETERMINATION: ❑ Conditional Waiver ❑ Study Required Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: i EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: l III qL c SCALED PLOT PLAN DATED: '/,:� 1 SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DA SIDE SEWER PERMIT(S) #: GEOTECH REPORT DA' STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA' OTHER: L:\TEMP\DSTs\Forms\Street File Checklist.doc CiityyofEd;� S�' Certi ' ate nfOccupancy DEP,ARTIIAENT'OF BUMQ NGS PER INTERNATIONAL RESIDENTIAL CODE, SECTION R110 AT: 1240 Birch Street' Occupancy established by this certificate: R3 {. No. Stories: 2 Owner of building: Jo The Sinale Familv Residence at 12 of the 2006 edition of the International Residential the proposed occupancy is classified. . w.� .,Building Ptiermit M 2007-0978 Dwelling Units:1. 1 Type of Construction: t. VB cted and approved complying with the requirements and division of occupancy and the use for which Issued this 318t day of December, 2008 Chief Building Official By: Any change of occupancy or use requires a bOlding)iermit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. Pool Tech Construction si 3a•Fr Edmonds, V118t. ®O= ` S (425)77S-gM �.► - - . \ J6 00 � 1 \ r � r r r�o 1• ` _ I 3.5 N of aOFT! t Q C -.a �Z ;OfP -a ANY 2Em-"mou h r ,1 PLANNINS z1E—d9)9 Q4 �o o G P �TIO' r - ----- -------- I 1 POOL - -- ------------------- O .J:.' ooL PIPING � / LAWNS :;Y.�.: .`.IL.. ,I �.Y:—:_q�\,�.•; exterior shower ILTEP 1 / FABRIC FENCE PER (EI.I) I I104.9 OF / I o, DECK � "' I irrsioe I L -7 i iPQ0 I / 6ARA&E 5 I eq ment 1 / 5.56, sh (6'xb') rI; N T COVERED 16 ' POF C, extend se for pool s 10.16, 24' 1 drainage. ' \ �� T nss' I ROOF 106'I c i., ,•. OVERHANG Address . - — — �� • 1240 BIRCH STREET EDMON175, WA gb02O I G Owner 1 .A JOHN AND PAM HARVEY 104 1250 BIRCH STREET i EDMONDS, WA 4b02O �. 1 425-643-6090' `.... IL f. ' (EI.2) STABILIZED CON5T. ENTRANCE IL R 1104' 1 F IC,FENCE r! Zoning PER (EI.I) R5-6 102' -- ew cleanout per E6.2 1_ b0.00 (If existing is not exist. feasible) wm. existing cleanout 102' (use if feasible) Q/ ' S I i�iH ST. Assessor's Parcel No. 00515200001300 GUL-DE-5AC Lot Size 12,7149 50. FT. DATUM PT. a 100.00' EX. CONCRETE MONUMENT Building Footprint I WITH 3/8" BRA55 PIN IN 2463.0 SQ. FT. (BUILDING) CASI146 lrzsi°d 153.0 (FRONT PORCH + STEPS > 30" OFF 6R 45 (BACK PORCH BY SAUNA) Impervious Surface Are 1421 50, FT. (BACK DECKS a COVERED DEC 21 (POOL EQUIPMENT SHED) BUILDING w/ EAVES 5'Ibb 311b TOTAL POOL SHED 27 LOT COVERAGE: 24.4 IA2-7 TOTAL IMPERVIOUS 4,640 DETEN51ON SYSTEM DESIGNED 1n5i0e FOR 5000 SO. FT. P d O DRAIN TO SANATARY SEWER. ' R DECK IS OPEN. Site Plan JAN 29 2008 BUILDING DEPARTMENT OFEDMONDS SCALE: I"=20.00' CITY NOTE, CIVIL PLAN C-I 15 APART 0' 10, 20, 30, 40' 50' 60' OF THIS SITE PLAN. SEE CIVIL PLANS. #P20 Critical Areas Checklist CAFileNo. Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location 491�/0 /3i rrh �5�i x 2. Property Tax Account Number: C)o 1 Z oo e 3 0 0 3. Approximate Site Size (acres or square feet): 1210 cXII� :5E 4. Is this site currently developed? SC yes; no. If yes; how is site developed? s '4e- 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation" change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. Site contains areas of seasonal standing water: t o ; Approx. Depth: What seasons) of the year? 8. Site is in the floodway floodplain of a watercourse. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed ; urban landscaped (lawn, shrubs etc) X 11. Obvious wetland is present on site: For City Staff Use Only ! ►�'—��-`©� 1. Plan Check Number, if applicable? _ N/A 2_ Site is Zoned? 3. SCS mapped soil type(s)? .r- Aie�z% r-� f fr 1 �� �r� cr c,r.n\e�c. �t --n 27 G "" �,�c�P�'c�cxxY-Lire 6-tc/ tlo RAr V ` l' (T`� 4. Critical Areas inventory or C.A. map indicates. Critical Area on site? 5_ Site within designated earth subsidence landslide hazard area? No DETERMINATION STUDY REQUIRED WAIVER %��� Date: q //:7-1n `°C. 1 s9" City of Edmonds Development Services Department Planning Division Phone: 425.771 A22Q 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). Date Received: "� J D— 1 City Receipt #: Critical Areas File #: e-W WO-7 o f L1 Critical Areas Checklist Fee: 135.00 Date Mailed to Applicant: - - acn 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 in fording 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 file this applicatio a behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DAB Property Owner's Authoriza ' n tify By my signature, I certha ve authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting Slo-0iis application. SIGNATURE OF OWNER` ���� DATE Owner Applicant! v Name Street Address �5 �J %��' City State Zip Telephone: `�� ` 7-3 Email address (optional): �� n`! C�i �a1. el).1 Applicant Representative: Name Street Address City State Zip Telephone: Email Address (optional): PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL Name: Date: J l WO-7 Site Address: Z Q /(�� S� Plan Check #: �.00� l� -73 ------------ --- Project Description: /�Q v-e or Reduced Site Plan Provided: (� / NO) Zoning: -- Map Page: D Corner Lot: (YES J rFlag Lot: (YES / NO) --- — --- --- --- --L_.- - --- - -- -- Critical Areas Determination It : 1` [ ❑ Study Required19 Waiver SE A Determination: ❑ Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist CI APO List with notarized form Required Setbacks Street: Z Side: Rear: r "ti _ Actual Setbacks _ Street: 2 Side {u� I C --�sde �j s J , ( E) I ( ��uA!W ear: -- ❑ Detached Structures: ❑ Rockeries:(�veti/t�� I�L�en iti j / cesJTre ses: �r t (vLS�l�t are- - �ol�j � �_ � � S° (� d uced ❑ Bay Windows/Projecting Modulation: S ,/�� �� a ❑ d ck �froei 1 Stairs/Deck: — — — — Butldincj Height --{ ------.-- - Datum Point: Datum Elevation: �. Maximum Height Allowed: — Actual Height: Other Parking Required: Parking Provided: Lot Area: Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: �--- ADO Created: (YES / (O Subdivision: ^/ p Legal Nonconforming Land Use Determination Issued: (YES / �) COM llefltS /n L %s- 6ex 6 em d 1-e r5 Plan Review By: Plenaviq Data form 04-11 d6.Qoc • 0 - PLANNING DATA STREET FILE SINGLE FAMILY RESIDENTIAL Name: O V Date: Site Address: qo Plan Check #: -00 Project Description: Reduced Site Plan Provided: (YES / NO) [Zoning: Map Page: O Corner Lot: (YES O) Flag Lot: (YES NO) Critical Areas Determination #: —0 ❑ Study Required Waiver SEPA D termination: Exempt 1-7 5- OCS ❑ Needed (for over 580 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: / Side: / Side: Z Rear: Actual Setbacks - Street: Side: S / Side: Q- / 7� Rear: •' �y3 ❑ Detached Structures: 'Rockeries: ❑ Fences/Trellise :GMT ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: Fw4 , Ica►-�,��A.,-� Soli Bui/din Height Datum Point: W 3 n S n` Datum Elevation: Maximum Height Allowed: �� 2� Actual Height: 8 Other Parking Required: Parking Provided: Lot Area: y- Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: sus -+- G -f 21 + 1l ADU Created: (YES O) Subdivision: Legal Nonconforming Land Use Determination Issued: (YE / NO) corn Plan Review By: v� Planning Data Form 04-11-06.doc The.Critic'Al.Areas .Checklist contained .on this.,t6rm is to. `> A property ;owner`,: or his/her authorized .representative, be filled oui by any person ..preparing a Development . must fill out the checklist; sign.and date it; and.sub%nif;it Penmt , Application; for '-.tl a City. of; Edmonds prior' to to the City.. The City will review the cheekl'ist; snake a his/her submittal of the appl,icatign to the City:,.: " ;'. ;'precursory' site Vsit, and, make' a;' determination of the, The purpose, Of --the Checklist.'i's to enable Citystaff to�� `subsequent ;steps ,necessary to complete a-; development determine whether',,,an tential Critical Areas are;: or Pemut application r y'Po �., --=-Y-� PIt on the�ubject;Piope The_�n£oJ'li asesubmit°ainsii�tyraaalon" wth t�heFsign p .- needed to, complete the Checklist Y`should ; be easily °of'this�fonn to assist C tystaff in finding and locating the available from observations of the site or, data;available at specific , piece of ,property described on this form- In City HaII (Gntical areas inventories,, maps, or :'soil addition, the y applicant shall ,include other pertinent surveys) ;'. anformation :(e g site plan, topography map, etc.) or r studies, conjunction with this .Checklist to assistant staff in completing their preliminary assessment of the site The undersigned applicant;' and phis/her/its,heirs <and•;,psigns ,.in consideration on the processing of ahe appl cation,agrees to release_;defend and ;hold .the City, of •Edmonds. harniless .,from. any.'and all ;-damages, :including reasonable attomey's fees; _arising from any action or uifraction based in :whole or part upon false, ..misleading, inaccurate or incomplete information furnished ,by the applicant, his/her/tts agents or empaoyees By ,my.:signature, I certify that the uiforinaiion and:exhib�ts herewith subiruttedare true'and;coirect to the. best of my, PP knowledge and that+rI;am authorized to file this ala behalf of:the owner as listed ­,below., SIGNATURFOIZAPPLICANT/AGENT - DATE 6 Property Owner's: Author�za n By my signature I:certify tha ve,authonze.d.,the�above,Applicant/Agent:td apply for the subject lan Y j d use ap hcation, P and,gi-ant my permission for the .public ofiicials:and the; staff of the',City of Edmonds to.:.enterathe;subject,prope ty forthe purposes of uispectibn and;postuig;attendan s application SIGNATURE Q E DATE OWNER a. , _ . , _„' .. . - • SEP 2 5 2007 7HE LEREN CO. INC. • PERE Critical Areas Checklist CA File No:�� Z� Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: /� yr ; rzi► - G•% PB020 2 Property Tax Account Number. UO .l Z oo CX:> I S 0 0 3. Approximate Site Size (acres or square'feet): l 20 CtDc) 5:i 4. Is this site currently developed? K yes; no. If yes; how is site developed? eo r-e,14 , o►� s �-�� 5. Describe the general site topography. Check all that apply. Flat - less than 5-feet.elevation change over entire site. X Rolling. slopes on site generally less titan 15% (a vertical rise of 104eet 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: too ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a watercourse. r4 00 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped (ia shrubs etc)__-.- 11. Obvious wetland is present on site: 4. 5- For City Staff Use Only MM42 On-- -1022- Plan Check Number, if applicable? NIA Site is Zoned? QS—� SC5 mapped soil Wpe(s)? &U_ra�C�- UdaMa ��,W \exD An % Critical Areas inventory or C A. map indicates. Critical Area on site? r ni iA Site within designated earth subsidence landslide hazard area? No Reviewed DETERMINATION STUDY REQUIRED WAIVER Date: �L/r-7 APPLICATION for The City of Edmonds SIDE SEWER PERMIT EASEMENT No . .......................................... NEW CONSTRUCTION ❑ REPAIRS ❑ 400-09700 OWNER ...........Dal..e ...R. Johnson, ..... CONTRACTOR ............. PERMIT No. . ADDRESS ....... 3240... 51.xCh... St............................................................... LEGAL DESCRIPTION: LOT No............................................... BLOCK No. ............................................ NAMEOF ADDITION....----•---•-------••-•----••........................................................•--•--...--.---......--•---.................-...... • rim Dye Tested On Sewer 1972 Approved: DATE................................................ BY---...-..-...-................-..------.............-............---.. %C C PLANNING ..�0.00' 61 HN.4 FOU w/ POPOOL ..:.`: SeIF elvs���, Self -- ----- locklY� Z° Mwa< r - _ IA y' ` PtlP PLAMNs 1 '•' •. •` .. • '.,_•.r..�;•� :.C••' exterior shower � C AGI 108' PORT I 10 4q �� - O' D!itKL PTARLE T1GM I� — /7 SD 5 A9ATERJq� 6ARA6E B5 / 556, SC 0 ®105.5I sh OSED SURF RED WITHIN 2 DAYS ----------------- ?IC FENCIDFV�t MION (EI.I) 1 ,NTRAN D exist. 60•00'J N.M. WA ES oE-W PECTIONS REQ-D CALI. 42,.7�1-`�/f�� l .6 � w GULAMPOR!4.".QY CONS' 0 F�NLE) IPi`.ii' .0 T ICE; m IL DATUM PT. 0 100.00' EX. CONCRETE MON ENT WITH 5/5" BRAS. PIN IN CASINO a' Impervious Surface Are � °P' ft of Bdmamds Aoss not review, appfave, Iss6% lliftnhe for, or inspect rockeries. Approval of ft8d plane at inspection and approval of the mse plans does not constitute [Eftonds oprovei o odes, Conatruction of les is pr Ibited within the City of u certain circumstances and In n stasis yna per ECDC 18.40.020.0 / / / / �; / ILTER ;H FABRIC FENCE PER (ELI) eLoe. ment � (6'xb') extend ss for pool drainage. 8" ROOF oVERi I ',li:t� dTR Oi; IS Rk':>POMI&E FOR lob' EROSICA110 "4TR0L Aiv'D DRAINAGE / Site Address /jam 124o BIRCH STREET 1 24 HR. NOTICE REQ. EDMONDS, WA g8020FOR INSPECTION Owner JOHN AND PAM HARVEY \, 1250 BIRCH STREET EDMONDS, WA gbO20 425-645-60gOikPPROVED AS NOTED E1.2) STABILIZED GONST. BY ENGINEERING ENTRANCE ' Zoning Date: V--_JA RS-e new cn per E6.2 STREET FILE (If exististi is existing is not feasible) —existing cleanout 2' (use if feasible) Assessor's Parcel No. 00515200001500 'UCTICII PE;R,IGIT Lot Size REQUIRED 12,74g 50. FT. f" BuIllcling Footprint I' 2465.6 50. FT. (BUILDING) I oa 155.0 (FRONT PORCH + STEPS > 50" OFF 6RAL 1 <_ 45 0ACK PORCH BY SAUNA) 427 50. FT. (BACK DECKS 8 COVERED DECK) BUILDING w/ EAVES 5,186 1 I N.(POOL EQUIPMENT SHED) POOL SHED 2� 3118 TOTAL LOT COVERAOE: 24.4-% 1,62.7 TOTAL IMPERVIOUS 4,549� U •� DETEN51ON SYSTEM DE516NED Irlsioe FOR 5000 50. FT. P 4 O DRAIN TO 5ANATARY r N SEWER. DECK 15 OPEN. (Nf V.y Site Plan o U 3 +3 C4 00 x 50ALE: 1 "=20.00' '— ly O' 10' 20, 50' 40' 50' 60' JAN 2 4 2000 BUILDING DEPARTMENT CITY OF EDWDMDS Height Calcs A 105.'15 5 10650 C 106.00 D 10'i.00 AVERAGE 1061bl MAX RIDGE 131.&1, ACTUAL (EXISTING) 131b1' D.P. AT MONUMENT IN ROAD ELEVATION 5ET AT 100,00' NOTE: CIVIL PLAN 0-1 15 APART OF THI5 51TE PLAN. SEE CIVIL PLAN5. City of Edmonds does not review, approve, 0 'e permits for, or inspect rockeries. Approval "NNINS , Q Cof these plans or Inspection and approval of the a2dLiMduded in these plans does not constitute �N r arias. Construction of P' rockeries is p bited within the City of R 'Q :;Fr Lf' G`{� dmonds and certain circumstances and in POOL1 `/ �'O`r�^14 rtain situa s per ECDC 18.40.020' is •.. PIPING / WiWB INS I ' . •' / / xterlor FEB 04 2008 shower 1 .'s C ACID FABRIC, FENCE oN T 1 r- — — — 105' PO H I I to �-:::. PER (EH) `4.11 , OF 1 DECK o' , 1 I _ Iioa I r I p�o I X / 6AR®6E 5 I erq ment I / 5.56 05.5I sh (6'xb) � GO D -� lty 3' POF L xtend ss for pool 10.16, 24' / drainage. I i n' .:jo''`;�;.,; 5 ROOF D I06'I < o E o , �, •ti / ovElta I �G�� i; .c,"Ci3 IS F?F t'Ci�IS E FOR 1 o .��A:. lob' ! I DI ��fAGE A' ;; , . I ,..• . / Site Address 1240 BIRCH STREET 24 HR. NOTICE REQ. • EDMONDS, wA gb02O FOR INSPECTION o Owner JOHN AND PAM HARVEY 104' I�1250 BIRCH STREET ALL EX OSED SURFACES TO r ; `. EDMONDS, wA 015020 / 425-645-60410 �ppnoy° rAS NOTED dECO.- -RED WITHIN 2DAYS `-' --•--- .--------------- r EI.2) BY ENGINEERING V STABILIZED CONST. r 1 I ENTRANCE_ - IL R O4' FAB IC, FENCE — Zoning 3 PER (EI.I) V 102_ APPROVED RV PNING ri ew cleanout per E6.2 al exist. 6� pp� �. (If existing Is not w.m. feasible) `- existing cleanout l02' (use if feasible) Assessor's Parcel No. j S 1 RGH ST. 00515200001500 CUL-DE-5AC Lot Size 12,1401 So. FT. DATUM PT. a 100.00' EX. CONCRETE MONUMENT l Building Footprint WITH 5/5' BRA55 PIN IN Insioe 2465.0 50. FT. (BUILDING) CASING 153.0 (FRONT PORCH + STEPS > 50 OFF 6 ) 45 (BACK PORCH BY SAUNA) Impervious Surface Are N �. �, �. 427 50. FT. (BACK DECKS 4 COVERED DECK) � 21 (POOL EQUIPMENT SHED) BUILDIN6 w/ EAVES 5,106• 4 a' Y 5116 "TOTAL POOL 5HED 2"i LOT COVERAGE: 24.4 I,62? L b TOTAL IMPERVIOUS 4;540 DETEN51ON SYSTEM DE516NED lnsioe E FOR 5000 50. FT. U -p 1,, Height Cales P d O DRAIN TO 5ANATARY � B 106.50 5EWER. N 1" �^ c 106.00 DECK 15 OPEN. D 1011.00 AVERAGE IObbl • Plan MAX RIDGE 13181' Site H ACTUAL (E)CISTIN6) 131.61' ,° . v � �_-, '� ��� D.P. AT MONUMENT IN ROAD 50ALE: I 20.00' OC E-�ATION SET AT 100.00' �ANW NOTES UVIL PLAN C-I 15 APART 1Jii Di O r)_ OF THIS 51TE PLAN. SIM UVIL O' 10' 20' 30' 40' 50' 60' &u1 5i4d dkk EN-FLAN5' CITY OF EDMONDS ALL EXPOSED SURFS S TO —.. PT.;I OXAMSD WITHINIFDAYS I 1 D DO 'The City of Edmonds does not review, approve, Issue permb for, or inspect rockeries. Approval I*P and approval of the fi A ✓ I 54 work cluded inin these pl is does not constitute A r o�� Sc� CR "proval of rockerie . Construction of / o ID2� DST des Is prohihited thin the City of • 7 monds under certal circumstances and in Pa s 6u P c-/s Pp certain situations per CDC 18.40.020 ' IRECE r % JAN 2 -0 2008 � PERMIT COUNTER PRo Pose i�sG j�� � � • I o5.5 +_ I-.*, ;OF*- 0 Z N h Prq) ons CoNc KETE DQ,v�w�y _ FP-0'?EW-_rY LINE `1 ti; y RGI4 S�'I C \A I. DE U DOp A-rV r� ?"i Q 100' eX, CONGReTE rAONu MINT 3/9" BRNSS PIN IN CASING • — EXISTING G2ADE F tit ► sv4 . , U:R1k D E 117 OWi��I <ICGay ;, T CAL Aid D�++CxE EI!a� CO. 94 HR, NOTICE RI. �06 t MR INSPECTIONEQ I� lob+ JAN PBtILDING�ii DEPANItNl 7Y OF EDMONDS AMOV ED GAS NOTED BY ENGINEERING ��-� �"aGradin• 6P a Scale 1" = 20' Yardage Calcuations 125 Cubic Yards Removed From Site For Pool/Spa Site Address 1240 BIRCH 57REET EDMONDS, WA 116020 Owner JOHN AND PAM HARVEY 1250 BIRCH 5TREET EDMONDS, WA 96020 425-643-6090 Zoning R5-6 Assessor's Parcel No. 00515200001500 Lot Size STREET FILE EROSION AND SEDIMENT CONTROL (ESC) NOTES GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR 1. ESC MINIMUM REQUIREMENT -CONSTRUCTION ACCESS ROUTE ROAD , BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY THE WORK. AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS &TEES) OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA AR AND THE PLACING OF 2 X 4 MARKERS WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS BACKFIL ON THE MARKERS, AND PRIOR REMOVED IN THIS MANNER. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS ADVANCE FOR ALL INSPECTIONS INCLUDING WATER AND SEWER SERVICES. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE 5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS_ OTHER PERTINENT INFORMATION. SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS 6. WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 7. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY ANY DAMAGE To UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER PROGRESS. APPROPRIATE BMPS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE 4. ESC MINIMUM REQUIREMENT - MAINTENANCE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE 10. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF WITH THE MANUAL. THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS 11. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS PAVING. INCREASED RUNOFF SHALL BE APPLIED. 12. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION AND 6. EROSION AND SEDIMENT CONTROL REQUIREMENT -UNDERGROUND UTILITY SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS 13. ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION THE FOLLOWING: PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; 14. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF 15. ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS TRENCHES; LANDSCAPING AND EROSION CONTROL MEASURES ARE EMPLOYED. C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); 16. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. E. DAILY CLEANUP AND STREET MAINTENANCE. 17. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER, OR AS OTHERWISE APPROVED BY CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS .THE UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE 18. PIPING SPECIFICATIONS AS NOTED. MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS 19. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1(ASPHALT COATED). 23. ALL WORK AND LISTED BELOW. MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS SNOHOMISH COUNTY P.U.D. STANDARDS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. CONSTRUCTION SEQUENCE 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT INSPECTOR (771-0220 - EXT. 1326) TO SET UP MEETING. POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, (24 HOURS IN ADVANCE FOR ALL INSPECTIONS.) PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE 2, CALL FOR UTILITY LOCATIONS (1-800-424-5555). FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. TO AN APPROVED TIMETABLE. 4. FLAG CLEARING LIMITS. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES 5. INSTALL FILTER FABRIC FENCE, ROCKED CONSTRUCTION ENTRANCE, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL AND OTHER ESC DEVICES. MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 6. CLEAR SITE PER THIS PLAN (GRUBBING, ROUGH GRADING). 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION 7. C'�NTRACTOR 10 ADHERE TO STABILIZATION OF' EXPOSED ;AREA REQUIREMENTS. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK 8. DUST CONTROL PER DOE E2.20 (TO INCLUDE SPRINKLING THE FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. SITE WITH WATER UNTIL SURFACE IS WET) 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS 9. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). AND OUTLETS CONTACT THE CITY OF EDMONDS FOR INSPECTIONS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED 10. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF 12. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION ALL CONVEYANCE SYSTEMS. MEASURES ARE INSTALLED. 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE DISTURBED SOIL PROTECTION NOTE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. NOTE: SOIL PROTECTION BMP'S SHALL BE APPLIED WITHIN THE 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS FOLLOWING SCHEDULE: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN FROM MAY 1 TO SEPTEMBER 30: 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ANY'DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY PER17ORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW STABILIZED. MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. FROM OCTOBER 1 TO APRIL 30: ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE 16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES PER.-ORMED WITHIN 2 DAYS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION APPROVED BY THE CITY. SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. WM 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE LO';,ATION OF ALL UTILITIES ON OR IN THE VICINITY OF THE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION SUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]. UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UTILITIES. SITE GRADING AND EROSION CONTROL NOTES 1. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDINC% OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED; AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED IN NE1 /4, SW1 /4, SECTION 25, T.27 N., R.3 E., W.M. ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE GEOTEXTILE FABRIC RETRIEVAL STRAP 0 OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN, 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION INSERT SEE C.O.E. -"E1.3 N.T.S. UIRED BEFORE � BACKFILtING. - oz I 4---FOOTING DRAW(REQUIRED- I NOTE: FOOTING DRAINS, TIGHTLINE, AND DETENTION SYSTEM INSPECTION REO UNDER'X -ROOF-GUTTER IL - DETAIL ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE IMPERVIOUS AREA USED FOR DETENTION SIZING THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY I THROUGH SEPTEMBER 30). 1. PRE JULY 7, 1977 IMPERVIOUS AREA TO REMAIN 0 SF 2. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF 2, BUILDING FOOTPRINT (WITH EAVES) '319?4 3;1t313 SF INCREASED RUNOFF SHALL BE APPLIED. 3. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND 3. POOL SHED 27 SF MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL 4. NEW DRIVEWAY 2 SF MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. TOTAL IMPERVIOUS SURFACE TO DETENTION-i$417 SF 4. EXPOSED SOILS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEECING OR OTHER METHOD APPROVED BY THE CITY. IMPERVIOUS AREA DETENTION SYSTEM DESIGNED FOR 5,000 SF 5. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY POOL &PATIO 1,410 SF NOTE: THE POOL AND POOL PATIO DRAIN TO SANITARY SEWER SYSTEM. SEEDING AND MULCHING. HYDROSEED PREFERRED. THE DECK IS OPEN WOOD. BASIS OF BEARINGS 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING. OR SWEEPING THE CENTERLINE OF 223rd STREET S.W. PER PLAT OF MICHIELLI AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS.- STREET WASHING .PARK ADDITION (VOL. 16, PG. 64 & 65) SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. • NOTES' LEGAL DESCRIPTION 7. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND LOT 13, MICHIELLI PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED OWNERS RECOLLECTION. CONTRACTOR TO VERIFY UTILITY VOLUME 16 OF PLATS, PAGE 64 AND 65, RECORDS OF SNOHOMISH ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS COUNTY, WASHINGTON. ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. SUBJECT TO EASEMENTS, RESTRICTION AND RESERVATIONS OF RECORD. 8. TO AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE :SITE SHALL BE 2, ALL EXISTING IMPROVEMENTS SHALL BE REMOVED UNLESS BENCH MARK CLEAN. SHOWN OTHERWISE. 9. DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST. 3. STORM DRAIN SYSTEM MAY REQUIRE ADJUSTMENT DURING CONSTRUCTION BASED ON ACTUAL FIELD CONDITIONS TOP OF CONCRETE MONUMENT IN CASE IN THE CENTER OF CUL DE SAC ELEVATION 100.00 ENCOUNTERED. DATUM ASSUMED 50' o� 8"-12" DEPTH OF 4"-8" QUARRY SPALLS-- R=25' ENTRANCE TO BE MAINTAINED AT ALL TIMES. TEMPORARY CONSTRUCTION ENTRANCE N.T.S - SEE C.O.E. #E1.2 " 1m CIWy of Edmonds does not review, approve, Issue permits for, or Inspect rockeries. Approval of these plans or Inspection and approval of the work Included in these plans doe not constitute City appmvai of rockeries, Construction of rockeries is prohibited within the City of Edmonds under certain circumstancos and In cwtain situations per ECDC 18.40,020," 12 PATIO (DRAINS TO POOL DRAINS) EX. 6' DAMAGED WOOD FENCE (REMOVE ONSITE PORTION) 4" PVC FOOTING DRAIN TIGHTLINED DOWNSTREAM OF DETENTION (#E21) STANDARD PLAN DETENTION. SYSTEM. SIZED FOR UPTO 5,000 SF OF IMPERVIOUS AREA: ^' 40'N24" N-12 SD; S=0.50% '" (2EA.)NTYPE 1-L CATCH BASINS N 6" PVC RISER WITH 7/8" ORIFICE CONTROL CB#2NTYPE 1-L\ LOCKING LID &6"RISER FILTER FABRIC MATERIAL IN CDNTINDUS ROLLS. USE STAPLES FILTER FABRIC DR WIRE RINGS TO ATTACH. SECURED TO 2' X 2' FABRIC TO WIRE. 14 GA, WIRE FABRIC EQUAL 2' X 2' WOaD DR c CD MESH SUPPORT FE E EQUIVALENT iu N VIRE UPPORT FILTER FA IC a BURY BOTTOM OF FILTER MATERIAL 8' TO 12' 6' MAX. B' .- 2' X 2' WOOD POSTS OR PLACE 3/4'-1.5' WASHED GRAVEL IN EQUIVALENT ' THE TRENCH AND ON BOTH SIDES OF CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE FILTER FABRIC FENCE ON THE SURFACE. STRAW -BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. CITY OF EDMONDS FILTER FABRIC FENCE FILTRATION SYSTEMS .: STANDARD DETAIL owo No. E1.1 - NTS 2' MAX. WALL EX. 5' WOOD (SEE A,RCH. PLANS) .FENCE (REMAINS) mne ir �V-071GJIJNRAWS NK,T tr iiia �.ar iwiiu.:^.: • � mod■ � . 9 � • G � i '% IIIIIIIIIIII� • • • �. � . � ' .. 1 1 �a t FG DRAINAGE PATTERN (TYP.) ----,EX. FENCE (REMAINS) - YARD DRAIN (TYP.) 1 � i// 10$� BSMT•� � POOL EQUIPMENT +� 5� + �+\ +�0 O 6 �` SHED �5 @ EXTEND END SIDE SEWER N FOR POOL DRAINAGE \ vals i 1 / 1 \ ,t�sy��►t% . CLEARING LIMITS(TYP.) '--,,(#E1.1) FILTER FABRIC FENCE(TYP.) Lovell-Sauerland & Associates, Inc. Engineers/Surveyors/Planners Development Consultants 19400 33rd Avenue W. Suite 200 ,Lynnwood, WA 98036 phone: (425)775-1591 fax: (425)672-7998 e-mail: info®lsaengineering.com web: lsaengineering.com 01-07-08 ao 0 0 0 3 w 5 w U � O z (#E1.2) STABILIZED Q CONSTRUCTION ENTRANCE n (r) I I �_ RIM=97f ciTY���nrQP.��;r� 0 APPROXIMATE EARTHWORK QUANTITIES I (SEE "QUANTITIES NOTE" BELOW) EXCAVATION : . . . . . . . . . . . . . . 175f CUBIC YARDS FILL : . . . . . . . . . . . . . . . . . . . 150f CUBIC YARDS QUANTITIES NOTE THE QUANTITIES OF EXCAVATION AND FILL ARE APPROXIMATE, AND ARE SHOWN ONLY FOR THE PURPOSE OF OBTAINING A GRADING PERMIT AND SHALL NOT BE USED FOR CONTRACTUAL PURPOSES. ',1�i�LI PAMELA HARVEY 1240 BIRCH STREET EDMONDS, WA 98020 ARCHITECT CONTACT: TOM LEREN THE LEREN COMPANY, LCI 19109-36TH AVENUE W., SUITE #209 LYNNWOOD, WA. 98036 PH.: 425-776-6007 SITE ADDRESS 1240 BIRCH STREET EDMONDS, WA 98020 SITE AREA 12,749.2 SF (0.293 ACRES) 4 HR. NOTICE REQ. RESUB TAX ACCOUNT NUMBER 00515200001300 Ode Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,hID,OR,WA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: - c LLj Cn d 05-20-Oq W z O w z z N U) � Z � SCALE AS SHOWN DRAWN CHECKED SHEET JPO JPO F 09E 21-07 492,P.60 C PERMIT# BLD 2007-0978 LSA FILE N0. 4993 OF p�'�resn �Z� LO �51C�I� EROSION AND SEDIMENT CONTROL (ESC) NOTES GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR 1, ESC MINIMUM REQUIREMENT -CONSTRUCTION ACCESS ROUTE ROAD , BRIDGE & MUNICIPAL CONSTRUCTION AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS PLAN. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK 2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY OF EDMONDS AND THE CONTRACTOR TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS SHALL NOTIFY THE CITY OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO AND DURING TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY THE WORK. AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SIDE SEWERS (LATERALS & TEES) OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA AND THE PLACING OF 2 X 4 MARKERS WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSCRIBED WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS ON THE MARKERS, AND PRIOR TO BACKFILLING. REMOVED IN THIS MANNER. 4. THE CONTRACTOR SHALL CALL THE ENGINEERING DIVISION (425-771-0220, EXT 1326) 24 HOURS IN 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS ADVANCE FOR ALL INSPECTIONS INCLUDING WATER AND SEWER SERVICES. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE 5. UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNDERGROUND UTILITIES, THE CONTRACTOR THROUGH APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR HIS CONSULTING ENGINEER SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WHICH INDICATED OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE SEWER LATERALS OR TEES, WATER LINES OR DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS OTHER PERTINENT INFORMATION. SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS 6. 'WATER SERVICE WITH METER BOX AND CURB STOP REQUIRED FOR EACH LOT. SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 7. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES CHECKING ACTUAL LOCATIONS. IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS OPERATIONS. APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER PROGRESS. APPROPRIATE BMPS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT WHERE APPLICABLE 4. ESC MINIMUM REQUIREMENT - MAINTENANCE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER LINE, STORM LINE, RETENTION SYSTEM, ETC. WRITTEN ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND ACCEPTANCE BY THE CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER. MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE 10. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF WITH THE MANUAL. THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS 11. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE ADJUSTED UNTIL IMMEDIATELY PRIOR TO AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMP'S TO MITIGATE THE EFFECTS "AVING. INCREASED RUNOFF SHALL BE APPLIED. 12., THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION AND 6. EROSION AND SEDIMENT CONTROL REQUIREMENT -UNDERGROUND UTILITY SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR IN SITE EROSION HAS PASSED. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS 13.ALL REQUIRED STORM WATER RETENTION/DETENTION FACILITIES MUST BE CONSTRUCTED AND IN OPERATION THE FOLLOWING: PRIOR TO ANY PAVING UNLESS OTHERWISE APPROVED BY THE ENGINEERING DIVISION. A. EROSION CONTROL FOR EXCAVATED STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY 14. ALL DRAINAGE STRUCTURES SHALL HAVE LOCKING LIDS, REGARDLESS OF LOCATION. AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF 15.' ALL DISTURBED SURFACES SHALL BE SEEDED WITH TOUGH, HARDY, FAST GROWING GRASS UNLESS TRENCHES; LANDSCAPING AND EROSION CONTROL MEASURES ARE EMPLOYED. C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); 16. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 8", 12", 18", 24" & 36" INCLUDING DETENTION D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; PIPE WILL BE 16 GAUGE GALVANIZED STEEL AND SHALL USE TREATMENT 1. E. DAILY CLEANUP AND STREET MAINTENANCE. 17. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -SEEDER, OR AS OTHERWISE APPROVED HY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. THE PERFORMANCE BOND WILL NOT BE RELEASED 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS UNTIL THE GRASS IS ESTABLISHED UNLESS OTHERWISE APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE 18. PIPING SPECIFICATIONS AS NOTED. MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS 19. ALL STEEL PARTS WILL BE GALVANIZED AND WITH TREATMENT #1(ASPHALT COATED). 23. ALL WORK AND LISTED BELOW, MATERIALS FOR INSTALLATION AND CONSTRUCTION OF SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE WITH THE CITY OF EDMONDS AND 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS SNOHOMISH COUNTY P.U.D. STANDARDS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. CONSTRUCTION SEQUENCE 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING 1. ATTEND PRE -CONSTRUCTION MEETING. CALL ENGINEERING PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT I14SPECTOR (771-0220 N EXT. 1326) TO SET UP MEETING. POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, (24 HOURS IN ADVANCE FOR ALL INSPECTIONS.) PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE 2. C4LL FOR UTILITY LOCATIONS (1-800-424-5555). FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING 3. CONTRACTOR TO REVIEW AND READ ESC NOTES AND PLAN. TO AN APPROVED TIMETABLE. 4. Fl_AG CLEARING LIMITS. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES 5. INSTALL FILTER FABRIC FENCE, ROCKED CONSTRUCTION ENTRANCE, CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL AND OTHER ESC DEVICES. MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 6. CLEAR SITE PER THIS PLAN (GRUBBING, ROUGH GRADING). 11. -ESC MINIMUM REQUIREMENT -CONTROLLING OFF -.SITE EROSION 7. CONTRACTOR TO, ADHERE •TO ,STAelLIZATION OF EXPOSED AREA FQUIREMENTS. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION. DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK 8. DUST CONTROL PER DOE E2.20 (TO INCLUDE SPRINKLING THE FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. S TE WITH WATER UNTIL SURFACE IS WET) 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS 9. INSTALL UTILITIES (SEWER, STORM, WATER, POWER, ETC.). AND OUTLETS CONTACT THE CITY OF EDMONDS FOR INSPECTIONS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED 10. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION. AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. 11. HYDROSEED AND MULCH ALL EXPOSED AREAS. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF 12. REMOVE ESC DEVICES ONCE PERMANENT SITE STABILIZATION ALL CONVEYANCE SYSTEMS. MEASURES ARE INSTALLED. 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE DIS7URBED SOIL PROTECTION NOTE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. NOTE: ,SOIL PROTECTION BMP'S SHALL BE APPLIED WITHIN THE 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS FOLLOWING SCHEDULE: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN FROM MAY 1 TO SEPTEMBER 30: 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW STABILIZED. MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. FROM OCTOBER 1 TO APRIL 30: ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE 16. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED BY STRAW MULC;A, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION APPROVED BY THE CITY. SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.' 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE ONLY AND DO NOT REFLECT THE PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE LOCATION OF ALL UTILITIES ON OR IN, THE VICINITY OF THE APPROVED EROSION REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THESUBJECT PROPERTY. THE OWNER SHOULD CONTACT ALL AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]. UTILITY PURVEYORS IN THE AREA TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UTILITIES. SITE GRADING AND EROSION CONTROL NOTES 1. STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED IN NE1 /4, SW1 /41 SECTION 25, T.27 N., R.3 E., W.M. ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE GEOTEXTILE FABRIC RETRIEVAL STRAP 0 OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION NOTES 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN. CATCH BASIN INLET PROTECTION INSERT SEE C.O.E. N.T.S. FOOTINGDRAINS,TIGNTLINE, AND DETENTIONSYSTEM INSPECTION REGiUIRED BEFOREBACKFItt1NG.�WFOOTING DRAIN(REQUIRED UNDER CURRENT IBC) w.,�.J�.��„��..�.a„�.r��.��,,.N�T�'w€3�.�ivm,,=x�FIMNOTE: ROOF-GUTTE4' MIN. PVC STORM PIPE 10' MIN. (TIGNTLINE) aCLEARANa4' MIN, ❑UTFL❑W PIPE T❑ APPR❑VED STORMCOLLECTION POINT (REFER TO DWG 5,1 FORAPPROVED COLLECTION POINTS) � Ox CATCH BASIN � � m DETENTI❑N PIPE � w ci Z~� NOTE:. � OW FOOTING DRAINS SHALL NOT CONNECT TO _ THE DETENTION SYSTEM. PIPE CAN CONNECT TO OUT FLOW SIDE OF CONTROL STRUCTURE, GO INTO A DRYWELL OR OTHER APPROVED CONVEYANCE SYSTEM. DRAINAGE TIGNTLINE FROM HOUSE CAN CONNECT TO EITHER OR BOTH CATCH BASINS, FINISHED GRADE T❑ APPROVED 0.5� TO 1.0% SLOPE COLLECTION POINT 1' MINIMUM a� DETENTI❑N PIPE LENGTH CONTROL CATCH BASIN ORI ICE (REFER T❑t TABLE OF CONTROL CB STD RESIDENTIAL DETENTI❑N SYSTEM SIZES FOR PROPER SIZE) N OTE: DEVELOPMENT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE THE DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE AREA, ENVIRONMENTAL SENSITIVE AREA, OR A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER, REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS NOT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS. EvisioNs STANDARD D ETAI L ,w weo BY oae D, GEBERT 10/6/03 STANDARD RESIDENTIAL STORM DRAINAGE SYSTEM - D, GEBERT 4/2/07 18g0_1gg0 DATE 7/24/01 scn� Nrs owc No. E5.1 ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY '1 IMPERVIOUS AREA USED FOR DETENTION SIZING THROUGH SEPTEMBER 30). 1. PRE JULY 7, 1977 IMPERVIOUS AREA TO REMAIN 0 SF 2. OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF 2, BUILDING FOOTPRINT (WITH EAVES) 31 -3,iO'9 SF INCREASED RUNOFF SHALL BE APPLIED. 3. MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND 3. POOL SHED 27 SF MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL 4. NEW DRIVEWAY 61. 27 SF MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. TOTAL IMPERVIOUS SURFACE TO DETENTION .4g11 c> SF 4. EXPOSED SOILS SHALL BE PROTECTED BY STRAW MULCH, PLASTIC SHEETING, HYDROSEEDING OR OTHER METHOD APPROVED BY THE CITY. IMPERVIOUS AREA DETENTION SYSTEM DESIGNED FOR 5,000 SF 5. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY POOL & PATIO NOTE: THE POOL AND POOL PATIO DRAIN TO SANITARY SEWER 1,410 SF SYSTEM. SEEDING AND MULCHING. HYDROSEED PREFERRED. THE DECK IS OPEN WOOD BASIS OF BEARINGS 6. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING THE CENTERLINE OF 223rd STREET S.W. PER PLfkT OF MICHIELLI PARK AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING ADDITION (VOL. 16, PG. 64 & 65) SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. NOTES; LEGAL DESCRIPTION 7. CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PR/kCTICAL, 1. EXISTING UTILITIES ARE SHOWN PER AS-BUILTS AND LOT 13, MICHIELLI PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED OWNERS RECOLLECTION. CONTRACTOR TO VERIFY UTILITY VOLUME 16 OF PLATS, PAGE 64 AND 65, RECORDS OF SNOHOMISH ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. LOCATIONS PRIOR TO CONSTRUCTION. IF ANY CONFLICTS COUNTY, WASHINGTON. ARE IDENTIFIED CONTACT ENGINEER IMMEDIATELY. SUBJECT TO EASEMENTS, RESTRICTION AND RESERVATIONS OF RECORD. S. AVOID TRACKING MATERIALS ONTO THE PUBLIC STREET ALL VEHICLES LEAVING THE SITE SHALL BE STING IMPROVEMENTS SHALL BE REMOVED UNLESS 2'AN. ALL ESHOWXISTING BENCHMARK CO 9. DURING CONSTRUCTION PROPER BMP'S SHALL BE EMPLOYED TO CONTROL DUST. 3. STORM DRAIN SYSTEM MAY REQUIRE ADJUSTMENT DURING CONSTRUCTION BASED ON ACTUAL FIELD CONDITIONS TOP OF CONCRETE MONUMENT IN CASE IN THE CENTER OF CUL DE SAC ELEVATION 100.00 ENCOUNTERED. DATUM : ASSUMED 50' o� o� 8"-12" DEPTH OF 4"-8" QUARRY SPALLS R=25' ENTRANCE TO BE MAINTAINED AT ALL TIMES. TEMPORARY CONSTRUCTION ENTRANCE N.T.S - SEE C.O.E. #E1.2 12 J 'The City of Edmonds does not review, approve, Issue permits for, or inspect rockeries. Approval of these plans or Inspection and approval of the work Included In these plans does not constitute Cky approval of rockeries. Construction of r rockeries is prohibited within the City of Edmonds under certain circumstances and in Certain situations per ECDC 18.40.020' PATIO (DRAINS TO POOL DRAINS) EX. 6' DAMAGED WOOD FENCE (REMOVE ONSITE PORTION) 4" PVC FOOTING DRAIN TIGHTLINED DOWNSTREAM OF DETENTION (#E21) ,STANDARD PLAN DETENTION SYSTEM. SIZED FOR lJPTO 5,000 SF OF IMPERVIOUS AREA: N 40'N24" N-12 SD; S=0.50% N (2EA.)-TYPE 1-L CATCH BASINS 6" PVC RISER WITH 7/8" ORIFICE CONTROL CB#2-TYPE 1-L\ LOCKING LID & 6"RISER RIM=102.8(AT GRADE) INV=98.30(24"IN-E) INV=98.30(12"OUT-S) EX. FENCE EX. 5/8"W.M.� EX. F.H. ASS'Y W/BOLLARDS (APPROX.) BE SCHEMATIC LOCATION OF STORM DRAIN. ACTUAL ROUTE TO BE ADJUSTED IN THE FIELD TO REDUCE DISTURBANCE TO EX. IMP. USE D.I.P. IF LESS THAN 2' COVER. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES FILTER FABRIC OR WIRE RINGS TO ATTACH SECURED TO 2' X 2' FABRIC TO WIRE. 14 GA, WIRE FABRIC EQUAL 2' X 2' WOOD OR c MESH SUPPORT FE E EQUIVALENT iv VIRE UPPORT FILTER FA IC. iu 0%4 zo iu BURY BOTTOM OF FILTER MATERIAL 8' TO 12' ' MAX, 8' / 2' X 2' WOOD POSTS OR PLACE 3/4'-1.5' WASHED GRAVEL IN EQUIVALENT THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, CI TY OF. EDMONDS FILTER FABRIC FENCE FILTRATION SYSTEMS STANDARD DETAIL DM „o, E1,1 NTS O�G 2' MAX. WALL EX. 5' WOOD (SEE ARCH. PLANS) FENCE (REMAINS) 1 01 . ' POOL o �1. POOL I j OPEN DECK /.....� I -/n8\ DRAIN FOR 10 I EXTERIOR SHOWER + o$• E �gS I I i g+ +�o ' c, 10� "`9$ 10� 1a12 � �+ 1�1 r LLI \ i FG DRAINAGE PATTERN (TYP.) EX. FENCE (REMAINS) YARD DRAIN (TYP.) POOL EQUIPMENT SHED EXTEND SIDE SEWER FOR POOL DRAINAGE -------CLEARING LIMITS(TYP.) �(#E1.1) FILTER FABRIC FENCE(TYP.) 19400 33rd Avenue W. Suite 200 Lynnwood, WA 98036 phone: (425)775-1591 fax: (425)672-7998 e-mail: info®lsaengineering.com web.: lsaengineering.com 01-07-05 00 0 I I• 0 0 a. 3 w 5 w U W F_ 0 V) z (#E1.2) STABILIZED Q CONSTRUCTION ENTRANCE CB#3-TYPE 1-L W/VANED GRATE Z RIM=102.50(AT GRADE) INV=98.50(6"IN-N) Q Ljj IRES 05-20-001 LIIVC t-CR NEW CB#1 NTYPE 1 34' RIM=97±(AT GRADE) I S,12"SD INV=93.6± I • jog I 25' 25' I APPROXIMATE EARTHWORK QUANTITIES I V (SEE "QUANTITIES NOTE" BELOW) EXCAVATION : . . . . . . . . . . . . . . . 175t CUBIC YARDS FILL . . . . . . . . . . . . . . . . . . . . 150t CUBIC YARDS QUANTITIES NOTE ONLY FOR TTHESPURPOSEA OFTIOBTAINIING I A ARE PERIMITTAND AND ALLARE NOT BE USED FOR CONTRACTUAL PURPOSES. OWNER PAMELA HARVEY 1240 BIRCH STREET EDMONDS, WA 98020 ARCHITECT CONTACT: TOM LEREN THE LEREN COMPANY, LCI 19109-36TH AVENUE W., SUITE #209 LYNNWOOD, WA. 98036 PH.: 425-776-6007 SITE ADDRESS 1240 BIRCH STREET EDMONDS, WA 98020 SITE AREA 12,749.2 SF (0.293 ACRES) TAX ACCOUNT NUMBER 1i��i6�ZiI�Z�Z�ZIL�1�L (#E1.3) SEDIMENT J _ PROTECTION AT EX. CB r SD_ NEAREST EX. PUBLIC `� � �F :r) n (� CB & 18"SD (APPROX.) JAN 24'000 (INV=3.6' DEEP) 13Gci-i��G�-� Rt �r'1�3➢ LiJ RIM=97± 0 V I* -----I = . 4±- -- -- Q Call 2 Working flays Before You Dig 1-800-1-124-5555 Utilities Undergrciund Location Center (ID,MT,ND,OR,WA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: G L1J z 0 .. 0 z z N Cn Un 0 Q z 3: �0 N "2 > 0 z F_ I_1_ 0 W p p d^ 0 � z Lij 7- SCALE AS SHOWN DRAWN CHECKED SHEET JPO JPO DATE 21-07 F.B. 92,P.60 C1 PERMIT# BLD 2007-0978 LSA FILE N0. 4993 OF