Loading...
1025 EUCLID AVE.PDF11111111111111 11241 1025 EUCLID AVE ADDRESS: I dti 5 E LALI l 4 av-P,,Y1 uf- TAX ACCOUNTMARCEL NUMBER: BUILDING PERMIT (NEW COVENANTS(RECORDED)FOR- CRITICAL AREAS : 1/ 0 0 5 01 % i DETERMINATION: ❑ Conditional Waiver ❑ Study Required Awaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: I A2, �D PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS (OTHER):-dDOb—O�,j PLANNING DATA CHECKLIST DATED: 2 Z SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: / 4 ✓ SHORT PLAT FILE: �UVId I �(�[��V , LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: " LI T �`"' U l,L� k?69/g OTHER: L:\TEMPWSTs\Forms\Street File Checklist.doc Critical Areas Checklist Site Information (soils/topography/hy 1. Site Address/Location t (e—)Q 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; i If yes; how is site developed? ISl Z. drolo /vegetation) .o. 'F5 - - - CA File No: 05-1 �, 5. Describe the general site topography)efieck all that Oply. 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: Ij CD ; Approx. Depth: What season(s)jof the year? R 8. Site is in the floodway Co floodplain JO 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) 11. Obvious wetland is present on site: For City Staff Use Only ` J 1. Plan Check Number, if applicable? u ?l r.11 V-&VI . 2. Site is Zoned? ' P-S --1 "2: ': I SCS mapped soil type(s)? 5 A I df,Vwo o d— U v b anal 16164 r ovYl o I e X 2— 4. Critical Areas inventory or C.A: map indicates Critical Area on site? D 0 iti✓1'1"1 A Wat'f,r ?,AviV Avr1-wit = -Fie►d v�%�'fy �l oy1� lfi vnd - �Piw► a 5. Site within designated earth subsidence landslide hazard area? M0 ( h 11 f- W 1, d I' Y1 q � ��i �i a I fio rrl a � fi•y� a � dff erwl i rt a fi �► � , , , ' � . DETERMINATION STUDY REQUIRED WAIVER Reviewed by_ IQ I h11 A) (✓i Date: #P20 `d C. I %4" 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 be. easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: I V v City Receipt #: � Critical Areas File #: tiDOt� — 0 1(v I Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must'fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory, site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this foram to assist City staff in 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 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 aggits or employees. By my signature, I .certify •`that the in knowledge and that I am authorized to SIGNATURE OF APPLICANT/AGENT Property Owner's Authorization V� tify ... By my signature, I certhat I have au orized the abc and grant my ion fo ublic officials and the purposes of in�pec�'a�te#dAnt Jo thi( app OF OWNER Owner/A pticant! �A � LS Name Street Address Cc�-vv�o��5 � IQ �g�02O City ;State Zip )its',- _ ewith submitted, are ,true and correct to the,-best"of my e behalf of the•�owner as listed low. S DATE 4.., � 'cc . Applicant/Agent to,appl'` .. for. the subject land use application, .ff of the City of Edmonds to enter the subject property for the DATE ► V - 2 O s Applica epre nta�t�'ve; f' ( ��U* •Name. r� [ .uV'� Street Ad . , -C . 4,ss City ' State Zip Telephone: 1-12S- 2 75— (-9 -10 Telephone:, Q!T Email address (optional): D 15 G Kt SOT ( (a, .Finai1 Address (optional): #Pzu `ac. I %9. City, dmonds Date Received: ID1(41o�; DevelopmCity Receipt #: _7 �%� 0 Planning Division ef!7heiFIL Critical Areas File#: 1/00ry — o I(ol rhonc: 425.771.0220 E Critical Areas Checklist Fee: $135.00 Fax: - 425.771.0221 Date Mailed to Applicant: 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). 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- finding and locating the specific piece of property described on this form. In addition, the applicant. shall include other pertinent information .(e:g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment, of the site. The undersigned applicant, and his/her/its heirs, and assigns, 'in consideration on the. processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate .or incomplete information furnished bythe applicant his/her/its ag is or employees. By my signature, I .certify that the inform d 'bits - - ewith submitted are true and correct to the iksr%f my knowledge and that I am authorized to fi ation a behalf of the owner as listed low SIGNATURE OF APPLICANT/AGENT DATE Z 09— Property Owner's Authorization By my signature, I certify that I have and grant my permi ion fo ubB purposes of in�7 p g SIGNATURt OF OWNER ithorized the abov officials and the s r e� Applicant/Agent to apply for the subject land use application, lItaff of the City of Edmonds'to enter the subject property for the t o thi application. DATE 10. Owner/A plicant: � Applica epr n `ve • �1 lO:v LIC Name _ .._ —Name Street Address Street Address City State Zip City State Zip Telephone: LI Z S' 7 5 ` t -9 -7 '' Telephone: �(o['`�(iC� Email address (optional): _,�Q4, 5 G 'K i ?_OTLL cc,,Xmail Address (optional): #P20 4, Critical Areas Ch?I, t CA File No: Site Information (soils, 1. Site Address/Location: 2. 3. Property Tax Account N Approximate Site Size (z Is this site currently developed? Y yes; no. - If yes; how is. site developed? J 5. Describe the general site topography�'6eck all that -�pply. Flat: less than 54eet 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:. C'7 Approx.. Depth: What season(s)(of the years ' 8. Site is in the floodway p floodplain ji 0 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? 1 (What time of year? ). 10. Site is primarily: forested ; meadow .-shrubs mixed urban landscaped (lawn; shrubs etc). 11. Obvious wetland is present on site: % For City Staff Use Only ` + J 1. Plan Check Number, if applicable? M pV1PJ 111(-&Vl 2. Site is Zoned? _ P-5 — 12 . 3. SCS mapped soil type(s)? 6 A de v'Wo 0 ci - Qy b ANl I a Vl d WM O I •e X 4 2— fS '� - 5-I, 0,pt S . —. r c ,y. 4. Critical Areas inventory or C.A: map indicates Critical Area on site? -(ki Gti 00.4 t Aj1 �utw e44vi► yA yyi wt" +ie i ct vtlfy • W OVL�=-fiyu/nd - VRAM d4 L1- 5. Site within designated earth subsidence landslide hazard area? 0 f -i r,i a l i'D m a ve, -1;'v1 Q I DETERMINATION STUDY REQUIRED �C WAIVER ate: �/�� �a- co 0 r N a, f ITY of MONDS R.ECM-0 or Inspection Call 771-3202 MAR 2 G 1986 PUBLIC WORKS Address of Construction: (O IS ful SIDE SEWER 0�- PERMIT NO. PERMIT 007�50 Property Legal Description (Include all easements): CA 0 t3hC A�A I I O V-' EDMONDS Owner and/or Builder:Az�t'\'Zoc�ly-'A TREATMENT PLANT Contractor & License No: Ho " F- - (-M .T - f 7 VLF - Single Family Residence ?` Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No y- Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes s, easement required, attach legal description and.county easement humber•� . �OQ PLEASE RkAD/T'HE ITEM'' LISTED ON THE BACK t cErtiay to.a� nave read and shall comply with the itewrlisted on the back. Date Permit Fee: -30•Oy Issued By: ✓ Trunk Charge: Z57 00 Date Issued: Assessment Fee: Receipt No.: Partial Inspection: Comments Date Initial Final Inspection Approved: /9-8r Date Initial Rejected: eason ** PERMIT MUST BE POSTED ON JOB SITE ** Date Initial White Copy - File Green Copy - Inspector Buff Copy - Applicant The City of Edmonds Side Sewer Drawing NEW CONSTRUCTION REPAIRS ❑ EASEMENTNO- ----------------- .......................... LID NO - ------------------ - ASMT. NO OWNER -lA.0tqGl.AMD ----- 401AIV5 ------------------------------------------------ CONTRACTOR ---- Lwrm—Z -------- ZAC-V—K0C --------------------- I ------ PERMIT NO. JOB ADDRESS ------- E-U-C,1-1-D ------ AhsV.F — ---------------- LEGAL, DESCRIPTION: LOT NO. -A ------------------------- BLOCK NO. --------- EDMOUDS-- TREATMENT PLANT ------------------------------------------------------------------------------ I ----------------- ------------------------------- I ------------------ NAME OF ADDITION .... 7R.PZT ---- C>F ----- L -u.! 4 D.!-: Ascica L*N --------------- -------- 0 PWW-( LE 001 -11/75 (REV. 11/78) 10;L6 F-0 r- I; r--, C40 I A CIP & Approved - DATE ...... ..... .. 16 ............... By ..... .. . ........ .14 q 0 1 of 5 er—O�IL CXTCH EASix: xM obIT3p(ok TRGfyCN t.WNGTH WOUAL ) i K i — 'TACMCN COMA �0 4 -n &wT u wK--" J LtVtL TP.WNC.N . 4rcRf P%PV / UP -res w/ 4"Lori LEGS SYSTEM CROSS-SECTION MIRAf I 14ON KO LA TfS ED if WASHED Roc_.K :TRENCH COVER 3/4' _ l �i�" WASFIEC G RAV E 4 omm PEttF F TRENCH CROSS-SECTION VTR da STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE I OF 2 City of Edmonds for ngineering Dept. location�1025 Eu of 4: Lunds Addi ion plan by 715-2033 'T�Lewis phone date -14-86 DESIGN DATA Trench Perc LF per lmperm Trench Number Rate 1000 sq.-ft. Area Req. NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing ' soil and other materials from entering trench during construction as.well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals at least twice per year). D ". c CITY OF • • r i /30-00 ' �11 -:25: ?s o. CA I -0 PL A Al 2909Cl i 7-50 79 3<! NOTE: All roof and foundation drains will be independently routed to catch basin then released to infiltration trench. Catch basin to be ADS #1530 or equal PERK DATA: #2 . 1.8min/inch. (refer to S-32-85 Eng.Plan) Impermeable Area . 3696 sq.ft. Credit from structures removed 1500 sq.ft. Net Impermeable Area 2196 sq.ft. SITE PLAN, SCALE: 1"=20 STANDARD DRAINAGE PLAN NOTE: DO NOT USE INFILTRATION SYSTEM INFILTRATION SYSTEM ON SLOPES OVER 15 PERCENT (15 PAGE 2 OF 2 FOOT RISE PER 100 FEET HORIZONTAL) 0 Ci PL O T P L ,P lV /-/a AJ r- L A ,V -D 140 tii C S I IV c . 2 2 / JA,�I£S Sr, •S611774 /00 EDMOND 9 W9. ,rV S. C. %f ; SEC. T/O A/ /3 , T. 2 7 N. 3 E bUM 40 7- 4 EDAIONDS I WA 920 2 0 SELLER /30-00. j p S£LL£,P - 2-5 I 3 I o I t PURG/1. -51 k- PAT/0 I t 41 G� pAaE/ PL,9Al 2909/ I I __— -- -- 7-�0 D P/VE' I— o . - YO • DO 7.3H �/ SCAL e /'_ 20' J08 1640 0691 Vor ,off ;,/ :7761OS' 00.0/. 0 600C 7VH7d c, 39b'd'l>J. y ad I ` O h -Y.77775 a1�773s a � o8G b/YI � SQN06YQ3 b 1 07 IWO 3 £' � 'N / Z L �/ NO/1 �3S fr/, '? 'S /YI 'b'M s.�QNO!'✓Q� 00/ -71 /I?S 1S S��-►� dr / z ry I s --� PY o" aT iv cY 7 -7 o%/ Nb'7af .107d SL } • • • PLANNING DATA • STREET'FILE NAME: P Ut Ot j 5 DATE: l ti• ►?, • v o 0 5 SITE ADDRESS:_ _02G5 E1A_Gl1 d AV2i PLAN CHK#: 05 • 51n0 PROJECT DESCRIPTION: ►p/ or 1z-5YI nn a ti d i }jnIn tD -X i 15-ff ✓1 a S f P- REDUCED SITE PLAN PROVIDED?: &es/ No) MAP PAGE: 3 D CORNER LOT: ()Les / o FLAG LOT: (Yes No) ZONING: IZ 5- I z CRITICAL AREAS DETERMINATION #: 2 D D 5— Q 1 to f ❑ Study Required: ® Waiver ❑ Conditional Waiver SEPA DETERMINATION: E%ZMpt . ❑ Fee ❑ Checklist ❑ APO list wt notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ® Exempt l 5DO (.u101'G yards of OrAdl'n 9 pwpoycof. 10•y Lubl'c. t�GlydS) SETBACKS: Required Setbacks: (W ) E N I;ld GI ►' d ArVe($ )Street.' 25 Eeft Side:__ I p Rie3tit Side: to Rear: 25' .�•'�j I Yt=�•✓ Actual Setbacks: t 1 ) I I 2Q 1 � Z i n 1' -✓ wo t Street:_25_Le# Side:_ 1 b Right Side: Rear: 240 al. Street map checked for additional setback required? (Yes I No I k5 tt 91'YtA 014 'rC it s o O (G �❑ DETACHED STRUCTURES: No rl G 5V10 VV✓ - Oy) ® ROCKERIES: NeW Meta rVl i n 9 Wall L 3 f VJCA*15V q �'1'O Pof- WU I I -tD p h 1•na ® FENCE RELLISES: m A>( h.e l 9lel1' 15 & - f eefi• RYA ❑ BAY WINDOWS I PROJECTING MODULATION: N () vie e1K0WV1 6Y1 50r, P 11 ❑ STAIRS I DECKS: MC,- �pVVOWVI DVI 'ILM PARKING: Required: Actual: Y10 0A A V 1 ge) LOT AREA: 1 Z 1 1 6 1 given) 3E;/ = 4- j, (03 o t o v�e-.ra S e- LOT COVE e,x 4'H Y15 = Z 1:5 S a 9' Calculations: Z(D '�• nyp ppy�,,(, _ (v!0 g t 3 2Z1 GOV 9� BUILDING HEIGHT: Datum Point: "f 'De Of YcAo AY WI D IAA �i'I'1 G (LIP Datum Elevation: I d d • D O \ 8 : q 467 Maximum Allowed: Z 51 ( 1 ti3. 010- ' ) Actual Height: L� A.D.U. CREATED?: & Yes SUBDIVISION: Lu+ i „ LUV1 0[.5 Addl'"f"I'0'n u ( 5 - 2 - G 5 3 q•+ LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: ()Les / o) Plan Review By: � 1 rl A CD G til NewBPPlarm ingDataForm. DOC + �5' j23•15 MAX CITY OF EDMONDS --I ASSET INFORMATION SHEET Property O:f: Gt-T-Y--O F=ED M O N DSJI i J9NEW 5 ASSET NO. N_ UP _5 � ❑ ADDITIO ..---- —__ T ADDITION TO ASSET NO. ❑ RETIREMENT dSU SAS` DESCRIPTION SERIAL NO. LOCATION -o ��.V` C �V DEPT. NO. CAS #°PURCHASE ORDER NO, PURCHASE ORDER DATE COST *PROJECTNUMBER PROJECT COMPLETION DATE COST "/" B.A.R.S. ACCOUNT NO. ESTIMATED LIFE INITIATED BY DATE APPROVED BY **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY $DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE INITIAL by DATE c c VERIFIED BY PROCESSED BATCH NO. DEPARTMENT FILE CITY OF EDMONDS Property--o *ASSET INFORMATION SHEET CITY OF EDMONDS j9NEW I ND 05965 ASSET NO. ❑ ADDITION DDITION TO ASSET NO. ❑ RETIREMENT DESCRIPTION SERIAL NO. LOCATION DEPT. NO. "PURCHASE ORDER NO. PURCHASE ORDER DATE COST 'PROJECT NUMBER PROJECT COMPLETION DATE COST B.A.R.S. ACCOUNT NO. -Y �� -d00 - 014-3 . 06, 6,5 ESTIMATED LIFE INITIATED BY DATE APPROVED* BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST I 'SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY $DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT JG.L. ENTRY REFERENCE INITIAL by VERIFIED BY PROCESSED BATCH NO. DATE DEPARTMENT FILE Zone R s Corner N CIFIa� :k���.t lsed Actual ( cu+ s1 oP e STREET Setbacks Z.FILE ....� Front 5 25 �_ O p/NEW RETAINING WALL EXISTING 6' SIGHT OBSCURING FENCE Sides f-/w ZD5 ,L� i REMOVE EXISTING INFILTRATION SYSTEM SETBACK • h Rear 1J 98.79 130' o Wei?`' F� i e 4 Other Hei „ . 2 5 21 F� 1 -9 241-3" o 7.5' � � TRENCH DRAIN- — — — — — LINE OF E 98.59' ISTING _ _ _ _ _ .*MAX V1e1611t Of CONNECT TO 11 I CONCAbEEPA, NO re,� h OJ wall DETENTION SYSTEM I I LE L MATERIAL qh ] l V'1'{" 1� G1 fik-- Q ( AREA OF I I . I I SDR SETBACK J I SC 40 03 :... '....: i5 -3 ADDI11ON --LINE OF EXISTING DECK -�yli�yl -f-pP p� W611 ( F.F.=97.04' ^ I I 2'-0° tLN ' —R_ _ :�:_ •_ _ OOF OVERHANG -fv ovi 9ina 1 o�rGtd� z of I ss 3 I-tro►n�-��,rY�d w i °O EXISTING SINGLE 25-0' IVAPPROVED BY PLANNING Q,+l�' f REBURETAINING WALL FAMILY RESIDENCE ;j, �pPY1-t-Sl-Fva�rv� Qrw�nu51 oyj�I�k �U(o !(,i�YIT)� LD FENCE AS REQUIRED i II p ( y _- t ✓ s Ss'-s" M I I r-,p �t�d C -1z Q1 a ✓► v I c�a-Ecd 17-/1to!0s)to S NEW INFILTRATION SYSTEM PER vPiv td DATUM = TOP OF w CIVIL SHEETS BLDG. OUTLINE II 1nGl�d� r o PROPERTY CORNER REBAR ( I fvvyl+ Qdv-0in W/ PLASTIC CAP 100.00' 99.00' 99.33' 89.00' . :.�'-a�: ETBACK g9•'fc 7.5' ` _ v; ' vJ f ''vtVSidi.F EROSION CQ�TROLg gGE EXISTING DRIVEWAY I� o WATERESUB R METER METER :.....;:..:- 10, ..' 10.34' , (" s i deb r MAR 0 3 2006 • 101.00 APPROVED AS NOTED ENT BY ENGINEERING BUILDING O EDMON S cs�v d� �®�n�cs SITE PLAN TICE REQ. r ' pRIVE 1 "-20'-0° F7MR I11SPECTION PRIVATE i?t4a: ALLEPG?SED SURFACES TO _ PF WITHIN 2 MAYS r:: PROJECT ADDRESS: LEGAL DESCRIPTION: 1025 EUCLID AVENUE LOT AREA: 12,181sf SEE CIVIL SHEETS. FOR IMPERVIOUS LUND'S ADDITION BLK. 000 D-000 LOT 4 TGW. EQ. & LOT COVERAGE ALLOWED: 4,263sf AREA CALCS PROJECT OWNER: UMD. INT. IN ROAD TRACT A. RECORDS OF SNOHOMISH LOT COVERAGE PROPOSED: 3,221sf PAT OTIS COUNTY STRUCT HEIGHT ALLOWED: 25'Ct$•g5' 99.` 9 TAX PARCEL ID: AVERAGE GRADE CALC: 21 (9 +98.79+98.59++99-35`�/4=p 00745500000400 C STRUCT HEIGHT PROPOSED: 17_ = i pr'� O 6 .q 5 ANeff7A `AI& C-A�de- .5 a k � Wk +� a s i PRUTDCr REVIEW C�D7CKISST. • �J � ; t V'-• PFiC17DCP • NAMES Ca... // /y, / PRQ7ECP ADDRESS � ii .�✓ •'�'i.!�^ 7 1 1 Yfk Rf i../ /V / V PLICATION RECEIPTDATE L b Y y PLANNING n sc FIRE BUILDING f / A ' / r SIl�G[�'FAt+IIi,Y/t JLTIPLE/(Circle One) /'//////// -lu '77 ZflY.]ln9SL'PBACtlCRIDCl®.-jPC 7 ` AJVARIANCE/S+._AC[M. f . OOIIDITIONAL USEERNQT, , , .. ////// ///// `/////'/"%//'/A .ADB�RE(XJIRII�3J'IS�CF�C`-i�D ':' ///l//// ///Y/%%///: 3 i. 77 L4.ftoti ,f4 :i:: OTfOt"ZONIlJG-REQUIi2IIMENPS /// / '' ENVIRpNMEN'PAL FEATURES` ////// // // SLOPE &' VEHICLE ACCESS w� DRAINP,GE:PLAN(On, Site) //l////// ///////// //////// 8 r. r,'S'I'REL'P FILE � .: t ' 1+S�i,i,a _As r. t(. nt4:::: — /''F K 7 r ' f 9�s - y'� 'Y 't LDGAI,.DESCRIPTICN VERIFICATION ////// / rk 77/77777 k / QUIT CLAIM/DIDICATIONS ////// //////1// ///////// 10" fir Ysr,a i EASEIENP -'PUBLIC/PRIVATE ///.////// , 12. ;CAIrCIJLATE4 SL4JER OONNDCTICN I NO LIDi /////////////// //////// 7't;t p 3 PLAT/SUBDMSICN REQUIREI�NPS ////// ///////// //////// , E n 13 %� --77777 RIGlfP-0E—WAY CONSTRUCTION PERMIT REQD71 /' 4 ~vyq.i { �'�}•G�,-BCND'.REQD FOR PUBLIC IMPROVEMENTS SOILS OONDITICNS. & GROUND ` 16 , . WATER° FIEF CHECKED !}, .• Tff1T7T1T7W1X 17y .STREET.PAVING REQUIRED177 .7 ; '— s / ///// ///7 is irk, aCURB AND GUPTER REQUIRED777777/// SIDE�L�{C REQUIRED 19 �N / ;,ti °h CURB CUT FOR DRIVEWAY READ214 R `+ SPRFIT NAME SIGN READ '— �. 22, r OR'FRrR SYGNING REQD777/77 _ i(�SIDE SEWER AVAILABILITY / � 23 ,e f' '',EXISTING WATER MAIN SIZE ////// // .�r 244 a ;' WATER METER -SIZE 25 77 26 rSERVICE'LINF SIZE 1, HYDRANT REQUIRED awl' ,, Jr� / ////////// `28. YHYDRANT SIZE'EXISTING - w r.�,.. ; ',; CROSS CONNECTION INSPECTION REQD ///7,7711111119,10 `' {�D1TER� METER CFIARGE READ -. .:7777777/ a FIi LINE CHARGE READ — SPRINKLER /////////,/ —77 A OP 1� I IEXISTINGI$kl 33 } ��• , . ,_ • _ ////// //L////// ///////// `�' �'• 35,136 SIZE , } M 4"t 37 1 CATCH,BASIN"REQD „}; *, //f////// r MICATIDN SITE PLAN ;• ////// ///////// ///////// ' " 38 '(�s OLDER DRAINAGE MAINTAIN s 39 r nSHALE OPEWRUNOFF _'140 : 'MISC W a jpiraw , t r PLANNING MGR. ENGINEERING MGR. Wy ' r UBLI RKSroMGIZ�; pp yy✓�, }, n. 5. 9 t $ : y�q}},� r'�� �t^ . 4M ^;> • •# ' ,. S r7'1�' 1 o s V:.. ' ' kt N '^+]""'• a ,r : 71F MONDS IIIT APPLICATION f.41 0t111ECb 0L. Aulte lUO Edmonds 1 775-2033 DEsign Consultants 903 10th. CITY TELEPHONE NUMBER Mukilteo 745-6569 NAME Homeland Homes Inc. ADDRESS 221 James St. Suite 100 CITY TELEPHONE NUMBER Edmonds 775-2033 STATE LICENSE NUMBER CITY LICENSE NUMBER HO-ME-LHI174KE C-1985 Legal Description of Property - include all easements (show below or attach four copies) Lot 4:Plat of Lunds Addition ® NEW © RESIDENTIAL 0 PLUMBING ElADDIALTER NON-RESIDENTIAL MECHANICAL El REPAIR RETAINING WALL SIGN DEMOLISH El OR FILLTE ❑ I ENCE xFT) (_j PRE -MOVE INSP./ I —I SWIM USE _PERMIT ZONE RS-12 NUMBER JOB ADDRESS 1025 Euclid Ave. _EGAL DESCRIPTION CHECK SUBDIVISION NO. ^_ LID NO. Lo 7" ¢ S-3 z- �s /off PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. R EXISTING UIRED DEDICATION PROPOSED) � E7 // z RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED ❑ w STREET USE PERMIT REQUIRED ❑ w z SEE ENGINEERING MEMO DATED Z _ z w _6 Z SEE PIW DEPT. REVIEW CHECK LIST DATE REMARK J METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS c[ w REMARKS a 3 SIDE SEWER 1:1WATER LINE Z ❑ ❑ w NUMBER OF STORIES NUMBEROF two UWI_LLINU One m O UNI I NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) construct single family home SIGN AREA ENV. REVIEW ADB NO. ALLOWED I PROPOSED I COMPLETE I EXEMPT SHORELINE# VARIANCE OR CU IPLANNING REVIEW BY I DATE YARDS LOT COVERAGE Z z FRONT SIDE REAR Z REMARKS g a CHECKED BY I TYPE OF CONSTRUCTION SPECIAL INSPECTOR REQUIRED ❑ YES ❑ NO PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days Permit Limit: 1 Year • Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, i employees, and agents from any and all claims for damages of a whatever nature, arising directly or indirectly from the issuance 0 of this permit. Issuance of. this permit shall not be deemed to qiy o modify,.waive or reduce any requirement of any city ordinance TOTAL AMOUNT DUE x nor limit in any way the City's ability to enforce any ordinance provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the work authoriz• THIS PERMIT AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED tion Insurance- INSPECTION DEPARTMENT SIGNATU (O R OR N DATE SIGNED 1/14/86 CITY OF EDMONDS ATTENTION 771 3zo2 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. 102.78 OCCUPANCY GROUP VALUATION Gd FEE HEIGHT OCCUPANT LOAD APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space provided. OFFICIAL'S SIGNATURE DATE ORIGINAL — File YELLOW — inspector PINK — Owner GOLD — Assessor Keeton P—t,,g . E—o— W1 CATr-H QA51N: A 3 •IS3o(OR WouAL)' r TRGNCN LWNQTH = Y TR�iNCN COVlR ■0 �}■ T &►r4-u ►, c 1 4■FJFRF PIPT -reE w/ 4"Lo►. LF-Gs LCVWL .TRWNCH CAP SYSTEM CROSS—SECTION M I R.F I . 14O ►.J -_ ort�p "IVEL=.T TO BF_= LAYED. e WASHED KOOK TRENCH COVER 3/40- IA" WASWE0 GP.AVEI ■ 4 DIAM MRF P TRENCH CROSS—SECTION 10 INFILTRATION SYSTEM PAGE I OF 2 City of Edmonds for Engineering Dept. location_ 1025 Euclid Aye — plan by n. Lewis phone - date - DESIGN DATA Trench Perc LF per Imperm Tr Number Rate 1000 sq.ft. Area .Re NOTES 1. Call Engineering Division (771-3202 for peebackfill and final inspectio 2 Responsibility for operation and maintenance of drainage systems on private property is the responsibil of the property owner(s). Preventi maintenance consists of preventing soil and other materials from enter trench during construction as -well . after construction. Catch basins sh be cleaned of floating material and sediment at reg lar intervals (at 1, twice per yea O +1 CITY OF • • r /30-00... O P197-/0 -- --- -- G O / g /''GAPAGE / v PL gAl 2009 Xx 0 79- NOTE: All roof and foundation drains will be independently routed to catch basin then released to infiltration trench. Catch basin to be ADS #1530 or equal PERK DATA: #2 . 1.8min/inch. (refer to S-32-85 Eng.Plan) Impermeable Area 3696 sq.ft. Credit from structures removed 1500 sq ft Net Impermeable Area 2196 sq.ft. SITE PLAN, SCALE: 1"=20 1 OTE: DO NOT USE INFILTRATION SYSTEM J SLOPES OVER 16 PERCENT (15 )OT RISE PER 100 FEET HORIZONTAL) STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE 2 OF 2 LAND USE CODE NEW ETAINING WALL EXISTING 6' SIGHT OBSCURING FENCE LAND USE ZONE: RS 12 REMOVE EXISTING INFILTRATION SYSTEM SETBACK LOT SIZE: IRREGULAR 98.79' 130' 4' LOT AREA: 12,181 sf LOT COVERAGE ALLOWED: 35% OF LOT AREA = 4,263sf a 1 '-9" 24'-31' 7 5 2,553sf EXISTING TRENCH DRAIN- " 'LINE OF E2 ISTING 668sf NEW CONCRETE PATIO ' , ' CONNECT TO A ,. • LOT COVERAGE PROPOSED: 3,221 sf DETENTION SYSTEM - ..• • • • ' DEVELOPMENT TYPE: SINGLE FAMILY RESIDENTIAL o SETBACK o 0 0 • 0' • •• STRUCTURE HEIGHT ALLOWED: 25' AREA OF o o l F a LINE OF EXISTING DECK m 'ti ADDITION x •• " ' ' � AVERAGE GRADE CALCULATION -SMALLEST RECTANGLE F.F.=97.04' 4tit 1 . ; ' 21_O�t , ' ti ROOF OVER +98.79+98.59+99.33LU ' 96. 3 ti fir i�if l'4 rr It t r7� ... 1-II t_ 11 Q z ono EXISTING SINGLE 25 0 STRUCTURE WEIGHT PROPOSED: 10 7 3/4 1 NEW RETAINING WALL SETBACKS: Q t, ; : FAMILY RESIDENCE j .4 REBUILD FENCE AS REQUIRED C° FRONT ALLOWED: 25' o. • o FRONT PROPOSED: 25' V ` NEW INFILTRATION SYSTEM PER REAR ALLOWED: 25' CIVIL SHEETS BLDG. OUTLINE ;, 25' DATUM = TOP OF w ;: s� :,•;••ti`�'' REAR PROPOSED: PROPERTY CORNER REBAR • . ' ;...: SIDE ALLOWED: 10' W/ PLASTIC CAP 100.00, ' " 99•0 • �" SIDE PROPOSED: 10' MIN. • 99.45' 7.5' SETBACK ti .• • •'' PARKING: . •. �.` 100. ' - ."'' ..•• ' • REQUIRED: • EXISTING RESIDENCE 2 STALLS EXISTING DRIVEWAY •'_ •" '• ` ' 101 EXISTING: 2 STALLS WATER METER ;w; :•': : `: '• • • i,, 74.34t 101.0 ..•� GRADING TE ERNE F._ . pR1VA OW"'C-1?ICONTRAf:T0a�f, TOTAL GRADING: 10.2 CUBIC YARDS iS E0@0a^d Co 1pq" iOL A v JE.0poNslets -OF, L)3P1f;,PAGE 1 IMPERVIOUS AREA CALCULATIONS PLAN NORTH SITE LA SEE CIVIL SHEETS SCALE: 1 "=20'-0" Zones a CornerLFla& ALL UPOF ED SURFAGZ3 iO Ir. d Actual BE COVERED I,�I ITHIN 2 DNS DP. D 4 i�.y r N Front 5 ._ 7A6aN — (0 ci-•Sides WTI • i ) tearRA1101 Se CEPTAt�LE �'ICIi Other APP[10VE0 ,�°?G IiNlJ � � D - Fier t °Y I SCE MA O ERIAI. �y o — Y'=EPl3 G 9CH 40 N -12 1=810 HAf COR "Rol UE'd Wct.l. X POCUO 664 L-3 Frin MISPEC1 IOdN coyyvp ©w owner► a�,a � U�-y U�- �Imw,(? 5 -H amAv+ f,7a 4 a A P OVED BY�'LANNING a 00745500000400 1111, � lllwis IM I -] � I R ®' ki 1 LUND'S ADDITION BLK 000 D-000 LOT 4 TGW EQ. & UND. INT. IN ROAD TRACT A. RECORDS OF SNOHOMISH COUNTY, WASHINGTON i A NEW "ONE AND A HALF" STORY WORKSHOP ADDITION TO AN EXISTING TWO STORY SINGLE FAMILY RESIDENCE BUILDINIG CODE 2003 INTERNATIONAL BUILDING CODE BUILDING CONSTRUCTION TYPE: V-B OCCUPANCY: R3 STORIES ONE PLUS ATTIC STORAGE S F 0 EA: TOTAL GROSS FLOOR AREA: 639 SF VIAQ CODE: WINDOW VENTS: NA BATH FAN: NA MECHANICAL SYSTEM: BIDDER DESIGN (EXTENSION OF EXIST. SYSTEM) ELECTRICAL SYSTEM: BIDDER DESIGN 1.2003 WASHINGTON STATE ENERGY CODE CONDITIONED FLOOR AREA: FIRST FLOOR AREA: 6 9 f Q TOTAL FLOOR AREA: �76�739s — GLAZING AREA: 0 sf PERSCRIPTIVE PATH I CODE MINIMUMS (SEE WALL SECTIONS FOR ACTUAL): GLAZING AREA - 12% - .0% SHOWN GLAZING U FACTOR .35 (.58 FOR OVERHEAD) DOOR U FACTOR - .20 CEILING INSULATION - R 30 WALL ABOVE GRADE - R 15 MIN. (PROPOSE R19) INTERIOR BELOW GRADE - R-15 FLOOR - NA SLAB ON GRADE - R 10 DOOR SCHEDULE NO. STYLE DOOR MAT. FRAME MAT. SIZE COMMENTS 1 MATCH EXIST. 3'-6"X6'-8" LOCKSET, DEADBOLT, WEATHERSTRIP 2 MATCH EXIST. 12'-0"X6'-8" INSUL. SECTIONAL GARAGE, WEATHERSTRIP r NOTE: ALL OPAQUE EXTERIOR DOORS TO HAVE A MIN. U VALUE OF .20 ALL GLAZING IN, OR WITHIN 12" OF THE ACTIVE LEAF TO BE SAFETY GLAZED. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER DATE It, i till -DING aEPARTMEDI-± C'.E f', Cqr E6'!AMO S 0 N 4 t a � H z 0 0 cn LU M 0 LU w U V z O z W � o � Z LIJ >V) z 0 W Q LL z b0 n n O 0 wZ z w Ln O g 0 p w I— �-- w CD 0501 J.O. 66-15-05 �_ J� STREET FILE IAO ZO"A5 t�=ukf..#-LID AV�m EDMONDS, *WNER/APPLICANT CONSULTAN PAT OTIS ARCHfTECT 1025 EUCLID AVE JEFF.OAKLIEF EDMONDS, WA 98020 206.298.2926 SE 1/4, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. W A 98020 LEGAL DESCRIPTION BENCHMARK CIVIL. CG ENGINEERING 250 4TH AVE. S., SUITE 200 LUND'S ADDITION BLK 000 D-000 LOT 4 TGW EQ. & UND. INT. IN ROAD TRACT A. RECORDS OF SNOHOMISH COUNTY, WASHINGTON RECORDS OF KING COUNTY, WASHINGTON DATUM = TOP OF PROPERTY CORNER REBAR W/ PLASTIC CAP 100.00' SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TESC PLAN C3.1 DRAINAGE PLAN EDMONDS, WA 98020 , zitn twu .: I;,Glkn }., 425.778.8500 FAX 778.5536 CONTACT: ROSS JARVIS VICINITY MAP PROJECT SITE NTS CITY OF EDMONDS STANDARD NOTES ER0 M CONTROL DOTES STIR# DRAINAGE NOTES PIPES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND 18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION 10. ESC MINIMUM REQUIREMENT - CUT AND ALL SLOPES. CUT AND FILL SLOPES SHALL BE CITY OF EDMONDS STANDARDS, THE FOLLOWING SPECIFICATIONS AND CODES, OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. CONTROL. (ESC) PLAN. DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, 1. ALL STORM SEWER PIPE SHALL CONFORM WITH CURRENT EDITION OF WSDOTS AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, NO FOOTING AND SUBFLOOR DRAINS SHALL BE CONNECTED TO DETENTION SYSTEM. SLOPES SHALL BE STABILIHD IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND TO RULES AND REGULATIONS: 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING 11. ESC MINIMUM REQUIRENENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND CITY STANDARDS. -2003 INTERNATIONAL BUILDING CODE INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION 2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL -CURRENT EDITION WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING DUE TO INCREASES IN THE. VOLUME, VELOCITY, AND PEAK FLOW RATE G STORM WATER 3. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH BRIDGE AND MUNICIPAL CONSTRUCTION SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM RUNOFF FROM THE PROJECT SITE. IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS TAMPING EACH LAYER. COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH..(REFER TO WSDOT 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER ACCEPTABLE METHODS FOR THE PREVEN11ON OF ON -SITE EROSION AFTER THE DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-03.3(14)C, TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. METHOD B & C 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY FOLLOWING REQUIREMENTS: STABILIZATION ADEQUATE 10 PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL 4. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-99 CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED, WITHOUT PRIOR 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VEHICLE CONVEYANCE SYSTEMS:' DENSITY OF 9OX USE REASONABLE CARE IN HANDLING AND INSTALLATION. S. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS &APPURTENANCES SHAM BE RECORD AND THE LOCAL GOVERNING AUTHORITY. THEAS-SE 5. CONTRACTOR SHALL RECORD All APPROVED DEVIATIONS FROM THESE PLANS 5. APPROVAL 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS .MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. A SET "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED CDR OTHERWISE TREATED TO REMOVE SEDIMENT 6. ALL CATCH BASINS SHALL HAVE VANED GRATES WITH LOCKING LIDS. CONDITIONS ON ONE SET G REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE CONTOURS OR SPOT ELEVATIONS SHOWN. - REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A 14. ESC REQUIREMENT REMOVAL O: TEMPORARY BMPS. ALL TEMPORARY EROSION AND CATCH BASINS AND MANHOLES 6. ELEVATIONS SHOWN ARE IN FEEL: SEE SURVEY FOR BENCHMARK INFORMATION. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET -WASHING SHALL BE" SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE , _7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND, SHALL INSTALL AND MAINTAIN ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION O EXPOSED AREAS. ALL SOILS EXPOSED STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS 1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED. HAVE. BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM BE AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY, SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 2 ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A. (MANHOLE). TYPE II CB OR LARGER MANHOLE AND NOT NECESSARILY COMPLETE IT IS THE RESPONSIBILITY OF THEBUILDINGS, AND NOT NE STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVA11ONS AGAINST LOSS OF GROUND OR CAVING INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN 15. EROSION AND SEDMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, TO INDEPENDENTLY VERIFY THE ACCURACY ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER AND CATCH BASIN FRAMES AND GATES PER CITY STANDARDS ,MIST PRIOR TO POURING OF CURBS AND PAVING. UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION SHORING AND BRACING, AS REQUIRED. 26. COORDINATE AND ARRANGE FOR ALL U1ILITY CONNECTIONS, UTILITY 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 THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A 4. ALL GATES MALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL OF THIS PLAN. CONTRACTOR SHALL. VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND MAY 1 THROUGH SEPTEMBER 30). MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 5. ALL TYPE II CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO THE RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY ( THE EXISTING APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING. 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPRDPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL 6. STANDARD LADDER STEPS SHALL BE POLYPROPYLENE AND PROVIDED IN ALL CATCH UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. 27. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY PROJECTS TO ENSURE CONPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL. BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 7. ALL CATCH BANS WITHIN THE CITY RIGHT --WAY SHALL BE LOCKING VANED 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION 28. NEW UTILITY LOCATIONS ARE GENERALLY SrIOWN BY DIMENSION, WHERE NO 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL GRATES. SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS.. FIELD BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE. CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S 29. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL_ REPRESENTATIVE GP ANY DISCREPANCIES. PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY (MANGE DUE TO 30. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE. APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL. BE APPLIED. FIELD CONDITIONS. UTILITIES WITHIN THE BUILDING.. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT 31. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK. ADDRESS THE FOL.OING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT 32. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE SYSTEM. 33. STREET CLOSURES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROVIDE SPACE CONSIDERATIONS MALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. PROPER TRAFFIC CONTROL TO INSURE TRAFFIC FLOW IN AND AROUND THE C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON INTERSECTION. PONDS, OR OTHER ACCEPTABLE MEANS); MEDIUM DENSE TO VERY DENSE NATIVE SOIL G COMPACTED STRUCTURAL FILL 34. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE DUST CREATED BY D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS CONSTRUCTION AND MAINTAIN DEVICES AND OTR PROCEDURE TO REDUCE DUST / E• DAILY CLEANUP AND STREET MAINTENANCE. PRESENT AT SUBGADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED UNTIL THE WORK IS COMPLETE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW STRUCTURAL FILL PER GEOTECHNICAL REPORT. DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM OF BUILDINGS LANDSCAPE) AREAS AND OTHER PROPOSED OR EXISTING SITE ' REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. FEATURES. 8. ESC. MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, . 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. MARK (-PARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS FOUNDATION DRAINS SHALL INDEPENDENT OF OTHER SITE DRAIN LINES AND AND THE BUFFERS, TREES AND DRAINAGE COURSES. ,BE SHAM BE 11GH1UNED TO THE STORM DRAIN SYSTEM WHERE INDICATED 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM ON THE PLANS. WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A APPROVED BY ENGINEER. W-5 &611 STREET BUILDING DEPARTMENT CITY, OF EDMONDS THESE PLANS HAVE BEEN PREPARED FOR AGENCY. REVIEW AND _ARE CHANGE.. DO ,NOT ,USE. OR BIDDING. PURPOSES WITHOUT SIGNED AGENCY APPROVAL ..STAMP.. .BEFORE DIG 1-800-424-55554 6NGlN6LcRlNG 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 A• GUI �Ts��'9 5/ EXPIRES: 9/5/2007 J Q � O 2m a- M U g w w o � w� Lo p \ rn 0 Y fh Q DESIGN: RDJ DRAWN: JRP CHECK: GAG JOB NO: 05164.20 DATE: 09/28/05 Zod � QQ N J © I_I_I LLJ CO > LIJ "Q W Z . 0 Z V) _I. _ U <t 0 V") <t C�Wa �tY a Z W W, W N >Z won Ow o C) 0 SHEET: SE 1/4, SECTION 13, TOWNSHIP 27 NORTH, RANGE, 3 EAST, W.M. FILTER FABRIC MATERIAL 2"x4"x14 GAUGE WELDED MIRAFI 10OX OR EQUIVALENT WIRE FABRIC OR EQUAL FILTER FABRIC MATERIAL WIRE MESH SUPPORT FENCE 10" FOR SLIT FILM FABRICS - BACKFILL AND COMPACTED NEWLY GRADED OR I , DISTURBED SIDE SLOPE I 4 MIN. -1 I I-1 I I 6'-6" 8 iil-III �I I o � o CO O O C PROVIDE 3/4"-1.5" - - C-�` WASHED GRAVEL BACKFILL- O, IN TRENCH AND ON BOTH c� III I I1 i iiI I SIDES OF FILTER FENCE c —� 2'_6" FABRIC ON THE SURFACE MIN 8 6' MAX. MIN. BURY BOTTOM OF FILTER MATERIAL IN 8"x12" TRENCH k.- LWGINIEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 A. Gtr.I vg.?/Iwf 1 EMPIRES: 9/5/2007 1 i 0