Loading...
1104 10TH AVE N.PDF1111111111 515 1104 10TH AVE N ADDRESS: TAX ACCOUNT/PARCEL #: 00-7�PCP I DDOOO/DO BUILDING PERMIT (NEW STRUCTURE) #: COVENANTS (RECORDED) FOR: CRITICAL AREAS #: —00! DETERMINATION: ❑ Conditional Waiver XStudy Required ❑ Waiver CRITICAL AREAS #: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORD FOR: PERMITS (OTHER — list permit #'s): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USEIENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc �V 5 S+:11 eoYC - hrLLVDS Ye-:v-YNdVeCl APPROVED BY PLANNING _�-UCA4:4V 03.21. zOl l an vi�e�J UIG��VI�� r'1 T Pri o� e- °S' f-r rep. (Cu.rty vJi4.4�v3� Y2 M0VCd 1,�z o ct a P(a r\ APPROVED BY PLANNING )ekuta Pap � zJ-�IC)we. Ylj CLk r r� °u,6 r-- AlI pkay4s 6jj=a� bf- PIO—Y4,—" -, v` OA, P 1 aril s va �1 be Wc�-e,ec {d S- 2,-3 rs M, /v, kr) r ►e.S r9to neuvvi) 0 - 1, , . - y.. _to* -1 c3 ' Sev,e r _lot Applicant shall repa utiif'ies or frontage ii right-cif-wRy per C,ty or occur: wring the _Z � O m U9' O C6 V � r• t a yy I9UN SUN I. aeuevu` V% �. y � i I 0WNE1VCQ�ITRACTOR lIS R SP0K 81R1_E / FOR E l OSIOs� CONTROL DA.R4AG' � l K APP 24 MR. BIOTIC ReQ. ( � FOR INS � Date too � �•. '� %.� ': .. � Lo-i- SI z e 1 Z, a VI O CP -1 04 b 03 I 0 f 'w ATT ,a all damage to y �y DRAljv ,rents in City nA TRAcT to rds that is caused DCfiuw� p a l tnT P� e� ,z ad project. `}- I !� U INSTALL F I LTM • som FM Ea` ofo.% 1• STA1�d120 OrM I t- IPI.IrASe- NoTV- T IF ANSeIDiMeN-F 02 O SW (y1JTMrL -rl-m SMt OtL C►Ty sTo2M SYSTEM , pN 1"I a T GtficWP U--%e F NF- S MAY Se AccRui• J � S 51 T E P L- A N1 + �►'�,2 3G&.L6i : 1"oZO= O LO'r i, SwA-Moob4T-x1N ��1'ATES elrY wr wr7KcAtDS . 91V0�"tOMISH CO.� WA. L Sl-rE A 00R C-S5, 1104 1 ore, AvF N -beMa(f•Frcq P.STAfi: STRAW wgTTLIiS AT PeA4MErLnz - - . --� or- 10emo S (Te ® ! 1 2, Pa,-k Ala{ -hex {,,,k " �Clvd 014, 4,djGctij l 5;4,40, z Q 3, uX� s%ed, rai-c6, ak6 � W *re�C 4- 7n At 0 j neyl hblo f,, 5-4e a �I ac y � t �11> JS 11 f�i {,rrshhti Sc.�• EMMONS _ Y use Sevee FEB 28 2011 iF ,'s ,s 1,,/ 14c Ile, Seel £ 14o- o?Acc'mr.6vv a? e1.. 7i f4 /i// Jl� �Fr4s���e� DEVELOPMENT SERVICES F1,44 >�rHc�. >'f,e ,'- SlP`( .,A I-Ke fi-a,•F bed. COUNTER CITY OF EDMONDS 121 5°i Avenue North, Edmonds WA 98020 Phone: 425.771.0220 • Fax: 425.771.0221 • Web: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT • PLANNING DIVISION `plc. 1 S9� Critical Areas Reconnaissance Report Critical Areas File Number .CRA20110012 Determination Study Required Site Location 110410-th Avenue N'` Tax Account Number 00755100000100 Property Owner Robert & Kim Palmer Applicant same Critical Areas Present Q Streams Site Description During review and inspection of the subject site, it was found that the site contains critical areas, including a Stream (Hindley Creek), pursuant to Chapter 23.40 and 23.90 of the Edmonds Community Development Code (ECDC). Hindley Creek is an anadromous fishbearing stream (Type F); however, there is a known fish barrier within the stream channel further west, close to Hindley's confluence with Shell Creek. Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. Allowed Activities & Exempt Proposals Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.220. Similarly, certain development proposals may be exempt from Critical Areas requirements (ECDC 23.40.230). if you have any questions about whether your proposed development qualifies as an allowed or exempt activity, please contact a Planner for more information. General Report Requirements Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study, You may also choose submit the entire study with your specific development application. Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). Note that it is important for the �• y a i I . '4. . 1 c 0 0 report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40,110 through 23.40,140. Streams Hindley Creek runs through the subject property (see associated aerial photo). Streams are areas where surface waters produce a defined channel or bed which demonstrates clear evidence of the passage of water. Streams need not contain water year-round. Streams are regulated as types of Fish and Wildlife Habitat Conservation Areas. Streams are classified according to whether or not they run year round and whether or not they support fish populations according to the classification system listed in ECDC 23.90.010.A.1. The minimum buffer widths for streams vary depending on the type of stream and are listed in ECDC 23.90.040.D.1. In addition to the general requirements for Critical Areas reports referenced above, specific Critical Areas report requirements for Fish and Wildlife Habitat Conservation Areas are provided in ECDC 23.90.020.A to C and additional technical information requirements for streams are listed in ECDC 23.90.020.D. Development proposals that encroach into streams or their buffers or building setbacks may be allowed through the approval of certain processes. The width of a stream buffer may be reduced through buffer enhancement if through the review of a Stream Buffer Enhancement Plan that meets the specific requirements referenced in ECDC 23.90.040.D.2. The maximum amount that a buffer can be reduced through buffer enhancement is 50%. A buffer may also be modified through a process called buffer averaging. The criteria applied to buffer averaging are listed in 23.90.040.D.2. The maximum amount that the buffer width can be reduced at any single location through buffer averaging is 50%. Development proposals that propose encroachments into buffers beyond what is allowed through the above methods require a Critical Areas Variance (Reasonable.Use Exception). If you think that you have a proposal that may require one of these processes, please contact a Planner for more information. Determination: Study Required This determination applies to the entire subject parcel. Depending on the location and project proposed relative to the identified critical areas, certain studies and reports may be required. Please contact the Planning Division at 425.771.0220 if and when you have a specific development proposal for this site in order to discuss the various permits that will be required. Please note that tree removal on sites containing critical areas may first require a tree cutting permit, and the illegal removal of trees may result in penalties and steep fines (ECDC 18.45.070, ordinance #3828). Mike Clugston, AICP February 23, 2011 Name Signature Date Page 12 #P20 � ZOl + Critical Areas Checklist CA File No: C� a Site Information (soils/topography/hydrology/vegetati.on) 1. Site Address/Location:%0.�{ /L'11 4+x A J' 2. Property Tax Account Number: -I (A9 1 000 0 G ( D 3. Approximate Site Size (acres or square feet): lZ. Ce0 I 4. Is this site currently developed? �,, yes;' - n no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: - less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a. vertical 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: A ; Approx. Depth: ♦ ^ 7. Site contains areas of seasonal standing water: JW14 Approx. Depth: What season(s) of the year? ` 8. Site is in the floodway N > floodplain 44 of a water course. M 9. Site contains a creek or an area where water flows across the grounds surface? 'Flows are year-rouhd�. " �Y S Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ;.Waxed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? Z _ d 3. SCS mapped soil type(s)? 41d4ruusod bon C-1irdAlote 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 4Lrl le 5. Site within designated earth subsidence landslide hazard area? /VO SITE DETERMINATION X\ kctt'f STUDY R QUIRED WAIVER Reviewed by- Date: Z Z 3 Revised on 9114110 P20 - Critical Areas Checklist Page 2 of 2 CITY of EDMADS SO SEWER PEA-MI,,T For Inspection Call 771-3202 STREET FILEPERMIT NO. 00 0 9 T3 Address of Construction: Property Legal Description ( Include all easements) : /�� u v+)�2t_ 42_51�tte coo" Owner and/or Builder: oha/"J _C _4�'l��L, cCw� ���- c� c7�60t Contractor & License. No: 1p" 01u •l- CS 12-. 1-4 LT D Single Family Residence i3ONDS TREATT P MENLANT, Multi -Family (No. of Units ) Commercial (No. of fixture Units ) Invasion into City Right -of -Way: No 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 (If Yes, easement required, attach legal description and county easement number.) FZECEIVED PLEASE READ THE ITEMS LISTED ON THE BACK JAN0�19� PUBLIC WORKS / — 3—. 9' 0 certify that I ave'read and shall comply Date with the items listed on the back. Permit Fee: 7 0, On Issued By: Trunk Charge: a,j Date Issued: Assessment Fee: % Receipt No.: /%(p��' Partial Inspection: Comments Date Initial Final Inspection Approved: Date nitial oRejected: Reason Date Initial -o a ** PERMIT MUST BE POSTED ON JOB SITE ** a Wh-ite Copy - File Green Copy -`Inspector Buff Copy - Applicant I� i The City of Edmonds Side Sewer Drawing EASEMENT NO- -------------------------------------------- ( NEW CONSTRUCTION Ege'l REPAIRS ❑ LID NO - ------------------ -ASMT. NO. .................. OWNER----•--------------------------•-------------------------------------------------------------- CONTRACTOR - \Y l \--------- l.� lr� PERMIT NO. P,_, 3 II r \ JOB ADDRESS 1 ` .. ` D- -•--- } ............... ' LEGAL DESCRIPTION: LOT NO.. BLOCK NO. tic c 4" d ----------------------------------------- NAME OF ADDITION �O t :Z .f alb (° �o PW W-000 ------------------------------------------------------- ------------------------------------------------------------ V _ -- ----- --✓�- I --N�l w - - ►�% -. J.- -- �4 - ----'" 5---- �R�P-��1'��N-C Q Approved: 'o I� -+ DATE--�-...--- q--..... -CID ............ - B STREET FIL9 1b CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION USE, PERMIT ZONE NUMBER 1o8 ADDRESS//cc i/� Z 3 O OW R NAME/NAME OF BUSINESS LEGAL DESCRIPTION CHECK LOr" / SUBDIVISIO;, NO. _ f,� / J `' LID NO. C7 Z w Z z W MAILING ADDRESS O � PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING PROPOSED----- REQUIRED DEDICATION TESCP APPROVED BY C 3, TELEPHONE NUMBER 92- 04� F w L) U a NAME C - G LEA= RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED . STREET USE PERMIT REQUIRED ADDRESS O �t� 3 O� SEE ENGINEERING MEMO DATED �� REVIEW BY CITY /�L / q(/ / ' ri I e-0 �jv /+ tb Z TELEPHONE NUMBER REM S ¢ U r¢¢- U ADOR�S �G' METER SIDE/ 3ht JBUILDING?YPPLY SIZE / FIXTURE UNITS w CITY t''/> . TELEPHONE NUMBER _ / RE q�Kxv /y/ LICENSE NUMBER LICENSE `' 2 0_ S;001V4L6---) SIGN AREA ALLOWED PROPOSED ENV. REVIEW COMPLETE,. - EXEMPT V ADB NO. z Z 0- z O f= ¢ W o a W Legal Description of Property - include all easements (show below or attach two copies) J Lam- SHORELINE p ex VARIANCE OR CU 1PLANNINGEVIEW BY DATE 9 rPiLL lei � �tJ l � ? G �411- 0 P, � 3 p�/��5 zob.Z `Y `trod Z1 V �� C i 1- J ► L r ( e,7 A ` �� / Do 0 `l SETBACKS - FE T FRONT �� SIDE / f REARasl H�EEIGHT. fi� , LOT COVERAGE' SC REMARKS z wNUMBER o m O VM C RESIDENTIAL PLUMBING ADDIALTER COMMERCIAL ® MECHANICAL REPAIR APT. BLDG. El SIGN EXCAVATE FENCE DEMOLISH OR FILL ( x _FT) CARPORT SWIM REMODEL GARAGE POOL CHECKED BY Aj { TYPE OF CONSTRUCTION b CODE g38 HEIGHT 7 CJ z co SPECIAL INSPECTOR REQUIRED NO AREA OCCUPANCY GROUP OCCUPANT LOAD WOOD INSERT ROCKERY RENEWAL WALL/ ❑ RENEWAL REMARKS PROGRESS INSPECTIONS PER UBC 305 4 OF STORIES NUMBER OF DWELLING UNITS NATU E OF WORK TO BE DONE (ATTACH PLOT PLAN) VALUATION FEE PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidew2lks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year •Provided Work is Started Within 180 Days ENERGY CODE w "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defendCn and hold harmless the City of Edmonds, Washington, its officials, DATE: /0 - a- (ICI 0 MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS: f/p* o 11�1 4y� F OWNER: 40n/ ,�M Tlt (�0A)5 77. After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDS/HOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines -to -be separated by 10 foot minimum.- 6) Driveway must be paved a minimum of 20-feet back from City right-of-way; separate permit required.. 7) Driveway slope not to exceed 14%. 8) Back water valve -required if downstairs.plumbi.ng is below elevation of upstream manhole. 9) Builder/Owner.responsible for containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. s.<Ee_r- G%L12�_-� Ccr✓C��9co�/ fc G�� � 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible for dust control. 12) Inspection required on drainage system, catch basin -installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy: D9TENTION WORKSHEET STANDARD DRAINAGE PLAN UPPER C AMC" BA544 DETENTION PIP! LlNGTH COWrROL CATCH (VENT) iBA65JN � II MIN , 2' MAY covrm —f /� i- i � SIX 5LOPE-4- SYSTEM CROSS SECTION OLrrLGT 10 CONTROL L MI TD OUTLET (RI P RAP OR RUNOFF SPREADER ._ 21 s 2' a !o" DES, 4116" SPALtS ( IL WOUAL) 2'■ 2' r 3" DEEP,'_ CRUSµED ROCK FROM 7 OUTLET CONTROL RIPRAP OUTLET WASHED Gi4.VEL OUTFLOW TRENCH, MIN 10' LONG, 1 TOP 4" PEFiF PIPE TO BE LEVEL FROM OUTLET I CONTROL 4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET for DETENTION SYSTEM Romt6t c location - plan by ��1.>��n,�rwl►tea_ phone �— date— DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter 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). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. SEP 2 G 1999 PERMIT COUNTED J Page 9 of 9 CITY. OF EDMONDS LotPOP _rr S t L e 12,000 CiV fell!, L r.. I -Juw j suw 't Cal se�4"1 1 i _ _ .�,U3b: I PLA.w -%- f d Sol �a lire iS - t / r9yfil�he _i t------ Fro i"'OwnsP ou }co 1u✓� M I i c13 o eI,��+I � tv� IPasheA line 1S �` I/p rfor'jeA -;UQ� p�e�o p W`G'�nf" Cfict.. rho+,�y Gra��s i /�Ll per�f��ated p, pe cAP�ut Oh e ic1, Zh 0� u ro'-o vw- C � Fr+•W r tO .ol ;TaNc.T OI Q� 30.0 .� C IPa►v ed 12Oad i A�[Nh&f5 SITE ILL AN LOT i, 5�la-MovaTal� s�sT�arE 5 C1rY ot= BpKapjDS 13N0MOMI iH .Ce.Y WA. Site Address : 110+ AO-T , ACE n/ I-f EIGHT C N I-C.5 Y l�O1NT A PO i N T ',5 POINT C POINT 1D• TOT AL �1S.o _ MAY. DJLi��r MfiT = f3v%kae,r: '�ohO A G ShvCtll 60&4s v-L-'a,fLoc-1 Add re5s 10 01 ti 6 2. Sea. 1iv19• 31 03 Phone -7 �' 2-goy 2. 1'DETENTION WTRKSHEET STANDARD DRAINAGE PLAN UPPER C ATC.N BA.S%N �VEN i 1. DETENTION PIPE LENGTH I' MIN , 2' MAx COVER % SLOPE SYSTEM CROSS SECTION CONTROL CATCH s .4 TO OUTLET (fV PRAP OR RUNOFF SPREADER _. 2' s 2' it (o*' DE F, A' 6" SPAL S M><C "L) 7,T�"V- ' r 3" DEEP, �t- CRUSHED ROCIc7T CONTROL RIPRAP OUTLET WASHED GRAVEL OUTFLOW TRENCH, MIN 10' LONG, 1 TOP 4 PERF PIPE To HE LEVEL � L FROM oLrr LET CON-rRDL N4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET ✓�j� , 6' PFR��T IPA 1. DETENTION SYSTEM for lOt / SG'G r►+aL, n�' c5 �e� .location cr ins. plan by phone date DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter 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). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The. outlet control orifice must be kept open at all times. lil G /3 CITY OF EDMONDS Page 9 of 9 1 1 1 I .4TIONS rzm SCENT OF D. 1. 445,0' 'ON PERMIT COUNTER / I woo' STREAM OUT -FALL O STREAM _ 9 SEPA T «� 23*-0' 31'-0' 41� 20'ISTRE � i 5 BU DMG SET -BACK LINE — --- r- ej I\ i J I � F?IREPLace J° Fip;mNiW RsalDa�cs L _ i ---, .i aF UTAI. I I LR£ bF/ . I ' DRIVEWAY 7 I I K� li II I BS � . ® .coo• 4.# DRAM Z 9ROOKMERE Q I =_ W LME TO COLLECT FO�tNEI pgAj l3 • DOU.NSPOUTS . FooT'I" coNT SEPA(�AT TO OIL SEPARATOR M(�5i1�Ir SIJNAI� DATUM PONT -I PROPERTY PM 4200' 1 PRIVATE ROAD I LINE OF STREAM - J I.."" �.EGaI LOT 1, SE. SNOHOI'II. - MEMO TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS:` ///¢ /O� _(�G� /V OWNER: �N/lr'!z✓S�bJ�/ After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS .7:00am to 10:00pm WEEKENDSy.HOIIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separoted by 10 foot minimum. 6) Driveway must be paveda minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for,containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials. Contractor responsible for dust control. 12) Inspection required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy: DETENTION " ORKSHEET STREET FILE UPPER C ATCH ' BASIN DETENTION PIPE LENGTH CONTROL CATCH �VeNT� BASIN � I' MIN, 2' MAX COVER f/ OVTLGT CONTROL Ix SLOPE+ M' 4" •(r -' S TO OUTLET (RI PRAP OR RUNOFF SPREADER._ SYSTEM CROSS SECTION 2' a 2' a G" DESP, 4= 16" SPALtS 6L WGU^L) 2'. 2' �c 3" DEEP, - CRUSHED ROCK -0110 FRO► OUTLET CONTROL RIPRAP OUTLET WASHED GRAVEL OUTFLOW TRENCH, MIN 10' LONG, TOP 4 q" PERF PIPE To 6E LEVEL FROM OUT -ET CONTRDL �•.� 4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET Page 9 of 9 STANDARD DRAINAGE PLAN DETENTION SYSTEM for Ro V cd tj C S iM J 1 ocati on, -. plan by U phone date — - DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter 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 resaonsibility of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. / I r uG N4 S4ZW ° ' 2 G 198q PERMIT COUNTER CITY OF EDMOND'S oo.o! Ank I%e Lot Si z e w 1 SUN f sea,N , 0 /w.LP i \ � PL�•ty 1 1 _ -%r - - - '-1 U3 a rror� own ov1 � / gee"��u✓; M � o y PASh eA l one 1 S .- � O Meet C Ae- o A l —4 � (o ff IM �,n d= f�4FO Paw X' 10 .O 1 � Xl, Per'fa'ru-led �'-�Tf2ACT l01 Q .r � M� p0.Ved goadl p,ee oh e&ck - 1 30.0 A IN F3G-� S 1 T E P L. A tl 3G►L6: t"� Zo= O LO'r 1, S1: A - MovalTal� wtrAv" 5 clrY oF' �r�►goi"IpS 9nroHor�Il�la co., wP.. Site Address : ( 10+ AO-ft, ACE n/ I� EIGHT C A <..C;S r Po r NT 'IS PosmT C. POINT •ID' TOT AL T 161 : _. MAY. TbLmc. IF&-T = l3vllde,r: ?oral'A G S K-Vttk GovIs f -Ol fLO,, Add Less : 10 1 N 6 2 `i phone ; -7 f% L Q' Z U5 SIlkoo.o I c� 1.5 Ep .p yy � � h -I Ulf• r I FLAW -103 i c'3 I r 0o Sc� r 6 � �OZ�rsn,►c.� _ � ro%o Yje.vLp Z / o pnwC 7�7 �r POWER oy ? C] 1 ! �_1od.S I-�DRA►N tR4 CT. l01 1� Mtt • .Datuw, Po ��T PavedOL 'i-• 1 � v 30.0 - c SITE �'l..A�l r ac..Lc: r••azai o -10 Lo'r i, S1:A-MoomrA-rnl wtrpr,5 c.1rY o1= wi2KowpS " i1VOFtoM1�N CO.� WA. S I TF A DD R 5 SS ; I o L+ -ra v F N 1-4 ELGF4T C N I -CGS r tT JQ� Po 1 NT "is --4� lu P0114T C- �`%' 10D e olNT •10 +%-� I Q E(c V E TOTAL �'7. F- F ". o SEP 20 lnwl M,�x. u,�n� ►r�r `4 122-•5-0 PERMIT COUNTER j3v11c1er: i'a��ald C C6NSf rvc,t(o,1 f�dd r 2 5S : I Oct N G Z Sea, Ron 5Mi•ri-i • July 10, 1989 Mr. Ronald C. Smith 109 N. 62nd Street Seattle, Washington 98103 Re: Edmonds Lot: Dear Mr. Smith: You are considering purchase of a residential lot within the City of Edmonds and asked me to advise you on the foundation requirements. One corner of the lot is transected by a small creek and the entire lot is within the creek swale and only slightly above the'creek in elevation. The lot is located immediately northeast of,the intersection of loth Avenue North and Brookmere Street. Prior to my involvement, you engaged the services of a backhoe and dug three test pits which roughly bracket the proposed building location. You described to me the conditions you encountered and showed me samples of soil you had collected from various depths of the test pits. Additionally, I made a surface inspection and probed in an effort to determine the proper type of foundation. You are proposing that site grade not be significantly altered and that, except for the garage, the house would be underlain by a crawl space. Silty gravelly fill and soft topsoil cover your building area to an approximate depth of five feet. These materials are not suitable for foundation support, but are directly underlain by dense sand which is. I recommend that you excavate to the dense sand beneath all footings and that you backfill with 2-4 inches quarry rock to convenient height for pouring footings. For footings which are not more than 18 inches wide, I suggest that the over -excavated trench be at least 24 inches wide. You found from your experience with the backhoe that, although groundwater. seeped into your trenches by working expeditiously, you could accomplish the trenching and backfilling as we discussed. If you want me to be present during all or part of the overexcavation and backfilling, please let me know a few days ahead. In its present condition, the surface is firm and supports wheeled vehicles without pumping or rutting. Barring some highly unusual subgrade condition, informed, reasonable owners or builders would not overexcavate to the same standard for the garage floor, d,,�ro�veway, and other incidental improvements as has been recommended for ''CE:6VED- S E P 2 6 1999 JAMES EATON, PE ft-� GEOTECHNICAL SERVICES (206) 682-6942 Box 126 9 Hobart, WA 98025 Mr. Ronald C. Smith July 10, 1989 Page 2 foundation. For the driveway and slab, I suggest that you provide some compromise quantity of compacted granular fill. Footing drains will be required and I suggest that these be laid alongside the crushed rock at least one foot below the elevation of the adjacent crawl spaces. Filtering fabric should be used to assure that silt does not get into the system; depending on how the fabric were used, the quarry rock on the uppermost layers of it could serve the function of drain rock. In accordance with usual good practice, finished grade should be made to slope away from the house in all directions and storm drains, including downspouts, should be piped to the creek or to a public storm drain system. Very truly yo rs, ames Eaton JE/dbm/1 91-9051 CITY OF EDMONDS NEW ❑ ADDITION '❑ RETIREMENT STREET FILE ASSET INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. DESCRIPTION t C�i, SERIAL NO. LOCATION t o DEPT. NO. [ * * PURCHASE ORDER NO. PURCHASE ORDER DATE 11 COST * PROJECT NUMBER W (N C c� V d' PROJECT COMPLETION DATE 9- 2-8 COST S , -E-7 B.A.R.S. ACCOUNT NO. ` (— 000 - 0 1 � -3 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 lei w"ttl REFERENCE DATE VERIFIED BY PROCESSED BATCH NO. by INITIAL DEPARTMENT FILE 1 ST E MMMM.2mm CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION NAME ( R NAME Of 8;7ESS) ING ADDRESS CITY C� ((,��� �.. 9//�� TELEPHONENUMBER 5_34 �. / bAME (� ADDRESS GO CI TELEPHONE NUMBER ME X -W- G ns-77u 0r,a I ADDRESS CITY TELEPHONE NUMBER Sek- Wc ^7`71-5-31�d ST TE LICENSE NUMBER Legal Description of Property . Include all easements (show below or attach four copies) Ivr tyD4 NEW RESIDENTIAL U PLUMBING ADD/ALTER COMMERCIAL MECHANICAL REPAIR RETAINING WALL n� El SIGN , EXCAVATE FENCE DEMOLISH OR FILL (x-FT) ❑ PRE -MOVE INSP./ ❑ SWIM REMODEL COMPLIANCE INSP. POOL WOO ❑ INSERT APT. BLDG RENEWAL p� V �l NUMBER OF STORIES NUMBER OF -21 DWELLING UNITS NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) USE PERMIT ZONE NUMBER JOB ADDRESS EGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. TESCP PUBLIC BIGHT OF WAY PER OFFICIAL STREET MAP. APPROVED BY EXISTING REQUIRED DEDICATION _ PROPOSED NW)hj RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED L. STREET USE PERMIT REQUIRED C: SEE ENGINEERING MEMO DATED i METER SIZE IBUILDING SUPPLY SIZE [FIXTURE UNITS REMARKS SIGN AREA I ENV. REVIEW ADB NO. ALLOWED I PROPOSED COMPLETE I EXEMPT VARIANCE OR CU PLANNING REVIEW BY DATE YARDS ( f HEIGHT LOT COVERAGE FRONT �/� SIDE `© REAR CHECKED BY TYPE CONSTRUCTION CODEHEIGHT SPECIAL INSPECTOR AREA JOCCUPANCY OCCUPANT REQUIRED GROUP LOAD M YES ❑ NO REMARKS PROGRESS INSPECTIONS PER UBC 305 �I PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. 0 GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work is Started Within 180 Days ENERGY CODE "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of i whatever nature, arising directly or Indirectly from the issuance of this permit. Issuance of. this permit shall not be deemed to PLAN CHECK DEPOSIT modify,.waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE 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 THIS PERMIT state laws regulating construction; and In doing the work authoriz• AUTHORIZES ed thereby, no pbrson will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED tig-Rto-surAnce., i A I INSPECTION �1G TU (OWNER R/A T) DATE SIGNED DEPARTMENT I / �j TY OF EDIMO DS VALUATION Kano nN 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 w Q 3 0 z Z Z 5 0 Z 0 m ATTENTION 771-3202 RELEASED BY: DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A. FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK,— Owner GOLD — Assessor 102.87