Loading...
630 ALDER ST.PDF10057 630 ALDER ST k 0 AUG .................... . .. . ... District City of Edmonds --- Water Department TAP CARD DAP ... 1-5 1958 PAID ...... No.................. ............ No ......................................... Meter Tap Size..................... Size ................. . ................... Mfgr:p ... ............ ; ...... �..i ..... ... ............ Style .................... . ........................ -4-/ a - For............................ . .......................... .......................................................................................................................................... LotNo ........................................... Blk. No ..................................... . .............. Add. ......................................................................... ka.. ........ .................. Service Location ..... ...................... ....................................... r- . V - Make Tap Pressure .............................. lbs. Test .................................... % SendBills to .................................................... ......... *** ................. . ..... ............................................. ............................... ........................................... Dateof k ... ...... P— ................................................ ...................... ...... . .... ..... .......... ........ ........................ Foreman Guar. Voucher No ........................................... $ ........................................... Remarks: ................................................................................................................... OUTGOING Index .......... Reg ------- Route Bk ......... Stencil ...... Car& ... INCOMINO Index ......... Reg ....... Route Bk ......... Stencil- ..... Card ....... . I rial Chargeable to Installation rs W NO. SIZE DESCRIPTION RATE AMOUNT 7�-X- z�_7 Meter ..................................... .............. . . . ....... .......... Meter Box .............................. .............. ......... ............... .......... Meter Plate ........... . ............... ......... . ... ............. .......... Check Valve .......................... .............. . . .... . ... .......... .............. ......... Pipe, Galv. Screw .................. .............. . .... . ... .......... I ............. .......... Nipples .................................... .............. . .... . ... .......... .............. .......... Bushings ---------------------------------- "I-,,**--" . .. . ......... .......... ............... ... ...... Plain Ells ................................ .............. ............ .......... .......... . .. .......... St. Ells .................................... .............. .. . ........ .......... .......... . ... ..... Tees .............. .............. ..... . . .......... 7 . .. ..... .. ....... . ----------- ­7 .......... .............. ............ 11'"", ----------- .. . ..... L71- ------------- -------- *�'­ ...... ----------- ---------- f . I . . . . . . . . . ji� . . . :::� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. ; ............... .............. ............ .. .............. ...... ... ..................... ­­ . ............. .............. ............. ........... Material Chargeable to Taps,Connected SIZE DESCRIPTION RATE AMOUNT —NO. .............. ..... .... Pipe, Black Screw .................. W ........... ............. ..... ... .............. .......... Pipe, Galv. Screw ------------------ ** ------------- I ........ ...... .............. .......... Lead Connections ....... .......... .............. ........... . ......... .............. .......... Curb Cocks ............................ .............. ............ ........ . .............. ........ ........... ....... _ Corp. Cocks ........................... Unions .................................... ...... ........... .............. .......... Saddles ............. r .................. ... .......... .............. .......... Nit)vles .................................... ............... .......... . ......... ............... ......... Bushings .................................. .............. .... . ..... . 0 ........ ............... .......... Plain Ells ................................ ............. .... * ------- * ---------- .............. ........... Street hils .......................... ... ............. : ......... .. .......... ----­------- .......... Tees .......................................... ............... ....... . . .......... .............. .......... Curb Boxes ............................ .............. ..... ....... .......... .............. .......... S. 0. Extensions .................... .............. ....... . ... .......... ............... .......... Gates ........................................ ............... ............ ........... .............. .......... Plugs ........................................ - ........... ............ .......... .............. .......... Couplings ................................ .............. ..... . ...... ......... .............. .............. .............. .............. .............. .............. .......... .......... .......... .......... .......... . ........ Gate Boxes ............................ ..................................................... ................................................ 0 ... ........................................................... ........................................................... ............................................................ .............. ............. .............. ............. .............. .............. ..... . ...... ............ - - ---- - --- ! . ......... .. . . ....... ............. .... . .. . ........... ----- - --- .......... . ....... . ....... .............. .............. .......... . .. .............. ............... ............... . ........ .......... . ........ .......... .......... . ........ ........................................................... ........................................................... ........................................................... ........................................................... ........................................................... ........................................................... .............. .............. .............. .............. .............. .............. -------------- ............ ............. ............ ....... ..... ....... . ... - -------- . ........ . ...... . . ...... . . .... . .. . ... /_ .............. .............. 9: . Hours Time —Day Men ........ Hours Time —Monthly Men .. ............. o ............... ............ ...2 77�-7_42 ........ ...... .............. . ........ Hours Time —Auto ............ ... .............. ...... .......... ...... 0 ....... . 0 ........ Superintendence ........... .. . . . . .............. I ... ........ .. .... .............. .......... Total ........ . ............... ADDRESS: b3o TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): � /1-53 0 33 D COVENANTS (RECORDED) CRITICAL AREAS: DETERMINATION: [] Conditional Waiver F] Study Required x Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: IQ �gAAkk) 1;1 111�11 wjjq�ipmp UV 6 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: I / t 4t91oz-,zdh5L,7te, SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT:- Ot BLOCK:-94 SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: 3�&,k5� STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: a OTHER: LATEMP\DS7rs\Fomis\Street File Checklist.doc PROJECT Ar2opmea- 6$OALOZItSTKZZT apmompsr4A qb02O 116-5321 BOFWZ Pat"" ..PON somma 401 9ZLL bTWLZZT rjpmOK".yq^ qbo2o* sex" Or rMair-r-Ti APVfTIOH Or 147 X I V ATTA4Hr-P UNHZATZV SUKROOK 'TAkN 4S42-.0q4-O0q-0OOS Oq4. 0-0.0. ""S 4 4 10 AND 9 Pff" OF LOT 11. me 6 I e.)T du7p, 6q5O So FT F)09,rrN � LOt COVAILA05,14- 1 '122 SOrT 24.8% LOT AOVPFtA&Pe 1682 SOFT 2 7.2% ALLQV4^SL� COVERA&M, &LAZINdh 140 HSATM AltRA.APVEP TO NZATINO ENVELOPM &RAZINA- NONE 7. OF EDMONDS -."NIG DEPARTMENT 6LOA) Af p&o&gN OATE: I -A NUMBER ,1-)61-71 RECEV\ZE-7D NOV Is 20W) BUILDING DEPT. D . By ENGINEERIN G �CALf- awwAa -p v3od PLANNING DATA NAME:. Hekzn L,,,mb SITE ADDRESS:—� 30 A0,4r -DATE: ZONING: P-S - (' PLAN CHK#: 91,- 7- 2 7 PROJECT DESCRIPTION: 140 r-v" , M"4-a & CORNERLOT. 1V0 (Yes/No) SETBACKS:. Required Setbacks: Front: ?-o' Left Side: 5' Right Side: Rear: I S' Actual Setbacks: Front: 4o Left Side: Right Side: Rea - r: Street map checked for additional setback require 9 4 Yesi& LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED- A) (WN) LOT COVERAGE: Maximum Allowed: '35--176 Actual: o3o 2 7. Z,,z BUILDING HEIGHT: Maximum Allowed: 2,.51 Actual Height: Datum Point: -A&-�-101W-11 Datum Elevation: �-j SUBDIVISION: L0143 CRITICAL AREAS #: SEPA DETERMINATION: LOT AREA: 30 OTHER: "W!�4 AO Plan Review By: Ff ISOJ 9 0-T-A22RE 5 5: & 50 ALPER STREET EDMONDS, 04A q502O OVIN 9- HELEN LAMBE 6 50 ALPER STREET E0MON0S,F4A qbO2O Ilb-5321 BORNE WESION PON BORNE qOl BELL STREET EPMONVS,r4A qb02O '7*74 - q256 fW,OPE OF PRO-Mr-T-, ADDITION OF 1 a X 1 WATTACHIED UNHEATED SUNKOOM. TAXNO 4542-.Oq4-00q-0005 LEGAL DESCRIPTION, ELK Oq 4, 0-00. LOTS 9 4 10 AND 5 FEET OF LOT 1 1. ZONE, RS 6 LOT COVCRAGE� LQT-%=- &qSO SOFT EXISITNO, LOT COVERACSE 1'722 SOFT PROPOSED - - 1 24.6% LOT CQVE96_C7M- 1882 50 FT 2'1.2% ALLOY4ABI.r; =\/ERAGE- 55% (SLAZIN&- NO HEATED AREA ADDED TO HEATING ENVELOPE. GRADING, NONE APPROVED BY PLANNING STREET FILE ALL.P_� +1 .6ukjpooll ID �ey'J*T10.9 F�E'5 IP io, 6CAtF_ UDW �01 Z /-\LDER---, 5TR-)EUT F-90.1ZOT AVOR SO: 5 0 ALIPFR STREET EDMONDS, AA 118020. OnNER. HELEN LAMDE CITYCOP.T, 6 SO ALVER STREET COMONIPS.AA 98020 Ila-5521 DESI&NER. 13ORNE posi(SN DON BORNE 610 1 BELL STRZET 130MONDS,AA 418020 174 - q256 ADDITION Oil I a X I VATTAONED UNHEATED SUNROOM. TAXNQ 4S42-.Oq4-00q-0003 LEQAL onse-RIPTION- OLK Oq 4. 0-00, LOTS q 4 10 AND S FEET OF LOT 1 1. ZONE. lits 6 j.oT e.OVERASE!, Loz-olm. 6qSO SOFT EXISITINICS LOT r-QVPKA&P, 1'722 SOFT 24.8% PROPOSED - LOT e-nvpFtAe-p� 1662 SOFT 21.2% ALLOAAsLa e-ovpRA&F, ss9r, ISLAZINer- NO HEATED. AREA ADDED TO HEATINO ENVELOPE. &RADIN&- NONE APPROVED BY PLANNING RECEIVED OCT 2 3 1996 'PERMIT COUNTER A L L-F-r 20, 5& plp� n po5!� 7, :f� L 1114 -e-- 11, PtLIvr- PLAwrep- A- Z4 0 CA A ftcal Areas Checklist b Site Information (soils/topography/hydrology/vegetation) I Site Address/Location: 2. Property Tax Account Number: 4:� 4 Z�- oq 4- - oo ooe> 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed? t Q Cq, 1AF, RMI 5. Describe the general site topography. Check all that apply. X 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 .1 0-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30 % present on site (a vertical rise of I 0-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: Appro x. Depth: 7. Site contains areas of seasonal standing water: /Vo Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain IVO of a water course. 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 ;rneadow shr ubs mixed urban landscaped (lawn,shrubs etc) _X 11. Obvious wediind is present on site: <7 For City Staff Use Only- 1. Site is Zoned? 16 2.'. SCS mapped soil type(s). 3..�...,'-.Wetland inventory.or C.A.,map indicate§ %�etland present on site? 4-;':':.: Areas inv�ntoiy or C.A. map indicates Critical Area on site? I 44L 5:..:*: �::Site within designated earth subsidence� landslide hazard area? 6 .!:..:�Site designated on the Environmentaily Seiisitive Areas Map? DETERNMATION S UDY R5QtJIRED Q,0NDrrf0NAL WAIVER T WAIVER v`:A: Re. i.ewed �y:' D�t� Rcv01104N4 690 - 199- M City of Edmonds Critical Areas'' "Ch e 6 ki ist 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 a development permit 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). An applicant, or his/her iepresentative, 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. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual. lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. -- I have completed the attached Critical Area Checklist and attest that the answers.provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: .HtF,LF,Q L-AKF,)F- Name �&? ALDEU11F211 Street Address (Eity, State, Phone e�o 0 IU ��i�gnature Date Applicant Representative: [)om 'R)0FiWL Name ,Io i b tzLL— Street Address V-, D A 0 �JV) UJ A- Ci s t ZIP Signature 16ow 7-14-U1544 Phone Date HOW., A j "t4wtv 30Q ZO, 18 A CITY-. OF-; EDMONDS, '.C.ONSTRUC.TION. PERMIT APOLI..dAfio� 1. E A yll 'I, eA! "o, ti.)s' V . yfi.k -S A, E A, E PC�,OrFICIAL SIR 4, PUBLIC RtdHT OF I Eft MAP, 'Anlel� X EAw;NG -SEE,- 4tA ..RED Hl(;IIT OF �AY CQNSTHUCIION RLQ A�IC,�CS.S STREET USEPER-17 RE SEE ENQINEERiNG MEMG SEE P'w DEPT RE�IEWZ-16C. 1,1�1 6A*.ED A. - ell, I A Al, o 'oo"f� 4� c .'QNf u S7-'E 1,: t 6, ­11t�t sIG". "E.' .1­­ If L F."I I CIL,11' .1: t7 0'y _j 4_79 -_'S' r F-1ZI 7 6r.-, n a: �'tl: a'. ti u Q S 5 -a j C r t".5 z 37 7, na-tt fea_:nis avp.-:p3�.­a: me 3�_ :na: ! a�-' :re "'n - el :ne C�!f E'4 APPLICATION APP-ROVAL ".rte:. � 7.11.s.arDnCauOn s not 'I'Di'mo Unnf late '*a imereo�. nc -.e:%ct� -je D, me u4incmg Otflc�al o' ')'s ar,6 teos a?v va-c. and code C., "r.0 S! ate lz- t'.1 "'-'e s e,-, s a. 5pace 7,:S SITE 15 3�,%TE71 !rj:- -0 N I �T TEI`� T I AA'F�-A_- 76 ST N C_T� MAY 31 IN A L. I' SPE -�AS BEEN -�IA�E 41fl-- App�ll J C EJR Ti �t%C 3 Z -As SEP4 ��ZA..N7EL Li A 0-11.f C;01. D I- . A�.bes�., 3� DATE.: MEMO TO: Building Division Planning Department FROM: Engineering Division Public Works Department SUBJECT: 6 lo, 2,,,X After review of the subject Building Permit 'app.lication, we have the following comments: 1. Connection -to City water system required. 2, Connection to City sanitary sewer system required. 3. Right-of-way permit required for any work on City property. 4. Driveway slope not to exceed 14% 5. Backwater valve required if downstairs plumbing is below elevation of upstream manhole.- 6. Water and sewer lines to be separated by 10—foot minimum. 7. Bu i I de r/Owne rz.�t �onsible for containing all te niporary runoff and 9!:L)sjon 9 on site and may not impact neighboring propert-Jes jn--�.P-y way. '2, I r, u I v I u N'T E R LL VA so . BELL. MAIN ANDERSON' 88, co C; CENTER -/IN- . 1� IAN I/NI � MARL ALDE WALI': 9 -�C E D Pl M RE Mvlml 6 I .1-F 6 )"OOMPIZZWO A*1MVj8*Aj (addressT_ �date) 0 Street Rig�ht-of-Way Existin&__L-,�,- Z _/WQD I --- Access Easenim ts Exist REQD Utility Easenmt Exist .4-il.-I'�_ REOD Lot Per Subdivision Pla� Assessor Map Site Plan Checked for AccuracY__A/_Z1_ Z Underground Wirin& Reqd. 0 Check Accuracy of legal Description Z Review by , / Date Existing Water Main Size - Water Main Required Service Line Required 13 Hydrant Size Existing 9 Hydrant Reqd Per Fire Code —Size Detector Check Meter Reqd. Cross Connection Inspection Fire Department Comnents .4ater �ieter d. Mar Req s R-., b y eviL Da te Septic Tank Design Approved Date Septic Tank Permit Reqd._ Permit No. Sanitary Sewer Availability Drawing No. File No. Side Sewer Availability Sanitary Sewer/,PoDnection Fee Reqd. Review by Date 0 Open Ditch Existin&�� Culvert Reqd. . e-' - I j I / Size Catch Basin Reqd-,4��-_ Indicate on Site Plan - 0 I Shoulder drainage maintain collection on swale open runoff Mw-jhole reqd. Z, Indicate an Site Plan Soil Conditions d Ground Water Field Checked K Review b ""I Date y Revised: lvlO-1977 U T I L I T Y E A S T - - - - - - - - - -- IN CONSIDERATION of benefits to accrue to the grantors herein, the L;nderS,q ed j rid -1kinicinal Corporation, a permanent easement hereby grant to the CITY OF ED! ' �DS, a I for the installation, onpration, and maintenance of sanitary sewer and Storm sever over, across, through and below the followinq descri F)(?c propertv, arid the further right to remove trees, bushes, under- growth and other obstructions interferinq with the location, construction and main tenance of said utilitv or utilities. The easement and right-of-way herebv aranted is located in the County of Snohomish, State of Washinriton, and is more particularly described as foll tNe' E. U IF F 1) That portion of Section 24, Township 27 North, Range 3 East, being—, the West 10 feet of Lot 7, Block 94, Plat of the City of Edmonds, 2 197A. iM, as recorded in reccrds of Snohomish County, Washington. -5 7- C, FS The CITY agrees to restore to substantiall'y the original condition such im- provements as are disturbed during the construction, maintenance and repair of said utility or utilities; Provided, the grantors, their heirs or assions shall not con- struct any permanent structure over, upon or within the permanent easment. .DATED this -7 day of I 92e I �6 /� S1,11 C.j/c? -." " /Z - STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared �efore me Helen M. Lcorbe and , to me known to be the individual(s) described in and who executed tire within and foregoing instrument, and acknowledged that she signed the same as ­11ex free and voluntary act and deed, for the uses and purPoses therein mentioned. 7. J._:F C:) 0 le Sta'e -W-ffn PUI"LIC in a n d �or t c� Washington, residin'l E r _j > APPLICATION The City of Edmonds for EASEMENT NO - -------------------------------------------- SIDE SEWER PERMIT 105-02300 NEW CONSTRUCTION [] REPAIRS E] LID NO . .................. . ASMT. NO - ------------------ OWNER --_... Helen Lambe ........... CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO - -------------------- --- --------------------------------------------------------------------- JOB ADDRESS ..... 63-0--Alder.--St-ree-t ------------------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . ........ --------------------------- .................................................................................................................................................................. NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- DYE TESTED ON SEIVER - March 1, 1976 By Jim Jensen Approved: DATE............................................ By ............................................................ 11/75 4 CITY OF EDMONDS PUBLIC WORKS DIVISION SIDEWALK/HAZARDOUS CONDITION REPORT OWNER: Resident DATE OF INSPECTION 7-14-94 ADDRESS 630 Alder St�' TIME REPORT RECEIVED NAME OF REPORTING PERSON 0105 HORIZONTAL CRACKS 1"- No EA TO BE SAWCUT VE . RTICAL MISALIGNMENT 1/2' Yes WIDTH 5 LOCATION OF HAZARD: LENGTH 5 TOTAL L.F. TOTAL SIDEWAT X WIDTH 5 COST OF REPAIRS: .$90.50 LENGTH 2 TOTAL'SQ. FT. TOTAL SQUARE FEET 10 PROPERTY OWNER'S SIGNATURE FOR REPAIR: AME OF PERSON(S) INVOLVED ADDRESS PHONE AGE ADDRESS PHONE RESULTS OF ON -SITE INSPECnON ST OF REPAIRS PHOTO REQURIED YES NO INFORMA'nON ROUTED TO STREET SECHON P.W. SUPERIN IENDENT DATE COMPLETED FO S FILE STREOr CREW COPY) (GOLDENROD-PUBUC WORK COPY) (Wl9rM-RE=EWr COPY) STREET FILE-, CITY 0 P E M M 0 N � E. HARVE H, HARRISON 200 DAY -TON ST. - EDMONDS, WASHINGTON 98020 - (206) MAYOR DEPARTMENT OF PUBLIC WORKS March 16, 1981 Dear Resident: On February 17, 1981, the Edmonds City Council passed Resolution 488 for constructionr reconstruction and repair of deteriorated sidewalks. A public hearing will be held in the Council Chambers at the"Civic Center on April 21,1981 at 7:30 P.M.._ You are invited to hearing —to discussing r6 air of or.ti ns..of -Aetf6riorate. �'.,,sid'e,%4aik;7� abutt i ng your- proper ty,.­'-`The`-:'im"p­ ro'*v'6mb�_­'tk"t'_"'o'f *s* M`ewa_t'�; in need of repair at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and.' Revised Code of Washington, Chapter 35.68. The areas needing repair have heen marked in pai'nt on the sidewalk adjoining your property. Reconstruction' and repair of these sidewalks must be-complete(I on or before September 1, 1981. In the event improvements are noe completed within the above specified time, the City Will perform and complete the improvements at the expense of the abutting property owner. This action is in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. Sincerely,', FRED F. HERZBERG Director of Public Works 4 1 b4- Tk IT (Pi Ai