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1036 8TH AVE S.PDF111111111111 8663 1036 8TH AVE S .t +' �'�, .. ;� 1 � rfi a y!i S,rt .i s,`nF1�•j �, ,. t, ....,K •r •:,� t ! •,k x'ti��.�y at'T'3-t n�,�.e"1o`�,�,y,.•.4W�q-,V'y1�ti+.:gc�,fyi+Y�l=��Y'�7��i��S`�'`t� ��i1�'�`�,Y,{��',(gt?'" i T17.�, ;•y.;, s.,`�'�;, •:f•t,c.-ri�.Cttv.Afcs-[.,�•i •�,+"� �` .. � r City of Edrd6n` ds RIGHT-OF-i�VA CONSTRUCTION PERMIT Permit Number. Issue Date" A. Address or Vicinity of Construction: 1036 8 Ave S ( 9419356 ) 18 C B. Type of Work (be specific): Install New yService . 9p 1-9 C. Contractor: Washington Natural Gas Company Contact: Frank Swan Mailing Address: 815 Mercer Street, Seattle Phone: 224-2278 State License #: WA 98111 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project jq Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: WHITC.U71 F. Pavement or Concrete Cut: ® Yes ❑No G. Size of Cut: 2 x 4 H. Charge $ APPLICANT TO READ AND SIGN . �11 INDEMNITY: Applicant understands and by his signature to this application, agrees to hol tAty of Edmonds harm�9,1AoVbiy u�1ga,mages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made µ the City of Edmonda!br att�o%its de tments or employees, including or not limited to the defense of any legal proceedings incI dinIN-Fj�,�S a costs, and attorney fees by reason of granting this permit. s'. 1 4 THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MAT F.RIAR^.A�P(, (tIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORAT/ WILL BE HELD UNTIL,'HE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROC�E SF_D FOR /SSUANCEfIO TT ftE "ICANT. y. Construction drawing of proposed work required with permit application. ?i A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. ; Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I ha ue read the above statements and understand the permit requirements and the pink copy of the permit will be available on site atal ' es for inspe tion purposes. Signature:. J Date: May 26 , 1994 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER 1j DAYS SPECIAL CONDITIONS: �► COMMENTS: b D M P DATE: RIGHT OF WAY DEPOSIT NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION NOTES Comments Diagram CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) ❑ YES ❑ NO Date: Date: G A &WWC M" Addendum to Cit of Edmonds RgtofWay Permit Application Submitted by: MITCHELL S. •LANKFORD Engineering Aide • 94 - Washington Natural -Gas •521-5246 1NG to window Water main depth unknown " gas main $ F-M Key: -w- water -g- gas -ss- sewer $ water hydrant O . watt.. valve 315 ;dcrccx St. (T18ti9), Scutt-, `.YA S 4111 (206) 622.'767 I A� Addendum to -citx Of Edmonds Rightof Tay Permit Application - ._ ,•,_,__�_,_•M -. Submitted by: K TCHELL S. •LANKFORD Engineering Aide _ • o�� 9 -� Washington Natural ' Gas ' 'S21=5246 M F, LI .►� 1 -NG to window • - - _ __ Water plain depth Key' -w- water _ unknown -g- gas -ss- sewer gas main $ watex hydrant O . watc::: valve 815 ;,Icrca St. (1 n. k ,A 18h9), Scutt-, `•L•A S 4111 (2061 A &wVECVfPW , Addendum to C�itY Of Edmonds Right of `Way Permit Application • _ ._ ..•,_,__�_,_.M _. : Submitted by..- MITCHELL S. •LANKFORD Engineering' Aide • 944�� �� Washington Natural*Gas U , '521=5246 • l C� 3 •tom c° SVL C--111-4 f 1?NG to window Water main depth unknown " gas main Key: -w- water -g- gas -ss- sewer $ water hydrant O . watc:- valve B15 ;�lcrca St. (1 �. 1';,, 18ti9), Stahl-, `•YA S 4111 �206) 6�2.'76: STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER MWK EU JYUN CALC BY: w-4 me-N ojj=-�l ADDRESS io?zCg �,,14 AV h PHONE: " 2� DATE: '"DESIGNDATA' *** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE DETENTION PIPE LENGTH WASHED GRAVEL /OUTFLOW TRENCH, MIN K)' LONG TOP AND 4`PERF PIPE TO BE LEVEL RIM ELEV I'WN COVER G MIN. SPACE FROM 2-MAX COVER RMELEV CONTROL Y OUTLET I� R C M T �Ry 4' 0 MIN 1 4'PERF PIPE W/CAPS SLOPE 4' 0 PIPE MIN. i _ A4fki z W omna RUNOFF SPREADER • �"� o� .�� t OUTLET INV ELE INV EL� IA�ICONTROL CATCH � 1 BASIN CATCH eASfN �GJ x2'x6'DEEP, 4%6'OUARRY SPALLS SYSTEM CROSS SECTION X2'■a'DEEP. a/4`CRUSHED ROCK FROM CONTROL OUTLET RIPRAP OUTLET BUILDING WR 2.8 1994 FOOTING DRAINS SHALL NOT BE CONNECTED TD DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed DATE out and removed from the catch basins to allow proper operation. The outlet control orifice must be kept open at all times. Paee 6 of 6 PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering InspectST E ET FILE Owner: ?517V Plan Check No: Address:_ �l% ��s B E s Date: Jf'dJW1Z- 106 After review of the subject permit application, the following requirements must be mete 1. Construction hours are: WEEKDAYS — 7:00 A.M.-10:00 P.M.WEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 1830.030d) 5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 1830) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLRM AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering stafrto determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9.. Driveway slope shall not exceed 14°/a without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to %. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 1830) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.20) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 16. Connection o the City sanitary system is required. A separate pe t ' required. Fees paid: Yes &-"-No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE._(ECDC 18.90) �q • %s ��:Gv� /S �GJ�,Ofi J`i°• ,C/�a� 70 /'l�eP• .�/�G ST STREET FILE PLANNING DATA SITE ADDRESS: l036 I 'L' 5 • DATE: A�) ZONING: e5 — G PERMIT#: 1�1 , ✓ 2- PROJECT DESCRIPTION: SETBACKS: Required Setbacks: , Front: 10' Left Side:�_Right Side:_Rear:�lj , Actual Setbacks: I, Front:19 Left Side: 5 - (0 Right Side: Rear: 3� FLOOR AREA: LOT COVERAGE: G1 "T !:- GVS�/,)Actual: •• Maximum Allowed:25 2I'S4.4016) BUILDING HEIGHT: Maximum Allowed: / Cam✓ Actual Height: ZS I 1 SUBDIVISION: S - 1 %flps SEPA DETERMINATIO LOT OTHER: Plan Review By: � I to .• �., q�n � . . 3� �/ I � � �. 120 � ., _____-- FEB-1-0 1994 PROJECT REVIEW CHRRHT FILE p"99MART R1 AL&):j A A-) PLAN CHECK #: X PROJECT ADDRESS:- RECEIPT DATE: P -=EYIEW1 D BY: Initial/Date PLAN. WATER COMMENTS'. FIREI- BLDG.' SEWERISTREET ENG- Setbacks/Variance/Setback Adjustment Conditional Use Permit . . . . . . . . . . . . . . ADB Requirements 3 Other Zoning Requirements . . . . . . . . . . . . . . . . . Underground Wiring Required . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... . . . . . . . . . . Lot Slope IS% 6 SEPA Environmental Checklist/Hydraulics Permit ........... ------------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ..... Tree Cutting Plan Plat/Subdivision Requirements Legal Description Verification Quit Claim/Street Dedications Easements - Public/Private ................ Engineering Storm Drain Review Fee Engineering 2.2 Inspection Fee Drainage Plan (On -Site) Setback - To of Bank, Stream, Water Courses 17*7 18 19- Setback -Storm Drain Line Open Ditch - Existing ..... ......... ......... Culvert Required Culvert Size . .... 16 Shoulder Drainage/Shale Oeen Runoff Catch Basin Required 4V�n* Driveway Slope & Vehicle Access C74tn. 22 :23... Sidewalk Requ red Curb & Gutter Required . . . . . . . . . . Curb Cut For Driveway Required Zg5 I IN Street Paving Required . . . . . . . . . . . . . . --- - -- Right -Of -Way Construction Permit Re quired Street Name Sign Required Other Signing Required Bond Required For Public Improvements ............. ..... FEMA Map Check/Water Table - - - - - - Side Sewer Availability q1,5 Calculate Sewer Connection Fee If No LID # Create Street File Existing Water Main Size 12- Water Meter Size 31,41, ... ..... - ... 3T. Service Line Size38 Water Meter Charge Required 700 .......................... . . . . . . . . . . Hydrant Required Hydrant Size Existing 5)9 ............... 41 Fire Line Charge Required - Sprinkler . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..................... . . . . . . . . . . . . Street Cut .............. ,Miscellaneous 744.... Reviewed By: FIRE %2 ST'I'lEff FILE. ENGINEERING PUBLIC WORKS STREET FILE City of Edmonds Critical Areas Chec'kfist The G iticai Areas Chocldist contained on this foam is to be filled out by eery person Preparing a Dcvdopm=t permit Application for the City of Edmonds prior to his&cr submittal of a development permit to the City. The purpose of the Cheddist is to enable City staff to detc=mc whether any potcutwl Critical Areas are or may be present on the subject pmpedy_ The information needed to complete the Choddist 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 representatives mast fill out the chocldist, sign and date it, and submit it to the city. The city will review the cheddist; make a precursory site visit; and makes a ddamimfion of the mbscgttent stcPs necessary to complete a development Permit application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough defirl that City staff can find and identify the subject parccl(s)_ In addition, the applicant is encouraged to include any other pertinent information or stddics in conjunction with this Chccldist to assist staff in completing their preliminary assessment of the site_ I have completed the attached Critical Area Checldist and attest that the answers provided -are factual, to the best of my knowledge (fill out the appropriate column below) - Owner/ Applicant: Name Title Street Address Y, te, ZIP Phone - JP - /3 9-3 Signature Date Applicant Representative_ Name Title Street Address City, State, ZIP Signature Phone Date ... _ RECEIVED D AUG 13 1993 Critical Areas Checklist - PERMIT COUNTER Site Information Project Name: - Permit Number: Site Location: V of / - vE�d � p°crt 3'aaxx Account Number: l 9 60-3 �/-O�Ov'-- Approximate Site Size (acres or square feet): lv4 X 1 a 5 Have you filled out a Critical Areas Choc ldist for a project on this site before? /1 D RF-CEIVED. STREET, FILE AUG . 13 1993 Critical Areas Checklist' PERMIT COUNTER Site Information Project Name: A Q" (A 0 1 0 !2 Permit Number 025 S Site Location: W or /AVLocation:. B(1�7 roperty ax Account Number Approximate Site Size (acres or square feet): A1_)'X' I a y Have you filled out a QjticalArras Cheeldist for a project on this sift before? A General Site Conditions 1. Has the site been cleared or logged? A*J&SC_4Pf:0 Date of most recent action: A 10,) Sails / Topography 2- In the Snohomish County Soil Survey, what is the mapped Soil typo(s)? 0 :Z3 3- Describe the general site topography. Chock all that apply. Flat less than 5 feet elevation change over entire site. X Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet-) Effily: slopes present an site of more than 15%. and less than 30'0/e ( a vertical rise of 10 feet of horizontal distance-) Steep: grades of greater thati, 300/6 present on site. Comments Hydrology/Vegetation. 4- Site contains areas of year-round standing water- _A),Q S. Site contains areas of seasonal standing water- A/L_APprox. Depth- 6- Site is in the floodway IJe floodplain AJ4 of a water course- 7- Site contains a creek or an area where.water flows across the grounds surface? /20 flows are year-round? Flows are seasonal? 8. Site is primarily: forested meadow shrubs mixed 44M�6 9. Obvious wetland is present on site: k 10. Wetland inventory or map indicates wetland present on site- 11. Critical Areas inventory or map indicates any Critical Area on site: 46r.,City•Use Only 60 d is:requi6- " 7 not requir'ed :ae6s*'studyis' VER:-:C6d - Determination Number. 3 Reviewe- Pbnncr 02tc 'Rcv 3127f92 ft omo 11 Iy y4 City of Edmonds Critical Areas Ch'ec'kl'lst The (kitical Areas ClIm list contained on An applicant; or his/her representative, must this foam is to be fillod out by any Peron fill out thechocld" si — - a D dv- cjb meat Peimit M and date k and Pig p submit it to &C, City_ The G�ty will rc�rrcw Applica�4ioa for flee Csty of Edmonds prior the chedidist, make a ret�so to his/her submittal of a deed matt P, rY stye' to the city_ Pit and malae a nation of fine sabsoguent stcPs notcssary to complete a development The purpose of the C heddist is to enable City staff to det=rnme whether my potential Critical Areas are or may be present on the suhjed PropedY The information needed to complete Hno Chocldist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys) - peanut application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough deW that City staff can fund and identify the subjcct parcel(s)- In addition, the applicant is encouraged to include any other pertinent information 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 C heddist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below) - Owner/ Applicant: �AJ yailj Name Title ' - 71 z2l 46. �� Mates Street Address ��' �2�EAJS> ,v �r��a13 City, Zte. ZIP Phone Signature Date Applicant Representative: Name Title Street Address City, State, ZIP Signature Phone Date Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Geotechnical/Civil Engineer July 22, 1993 Ms. Dawn Runyan 22005 78th Place W. Edmonds, WA 98026 Subject: Geotechnical Assessment - Building Lot Adjacent -(South) of 1034 8th Avenue S. This engineering report presents the results of a geotechnical assessment of the proposed single family residence building lot south of 1034 8th Avenue S., Edmonds, Washington. The on -site portion of this assessment was performed by this engineer on July 21, 1993 using hand dug soil test holes, visual and photographic techniques, and experience with similar sites. The assessment was necessitated by purchaser concerns regarding building viability and to expedite City of Edmonds permit process. Assessment• Photographs available to assist understanding of lot configuration. The lot is understood to measure 60 feet along the front (east side along 8th Avenue S.) and also 60 feet along the rear (west side along existing gravel alley). The lot runs 125 feet along north and south property lines. Immediately to the north is an existing wood frame single-family residence (1034 8th Avenue S.'). Immediately south of this lot is a never developed lot with dense brush and vine vegetation. This lot has never had a residence constructed on it, .but has had some landscaping,. small (less than 3 ft.) rockeries, and a storage shed placed on it. The lot slopes moderately (less than 15%) from 8th Avenue S. (high end) to the west (low end alley). Analysis of the existing residence at 1034 revealed no evidence of any geotechnical distress. No settlements, no foundation failures, no soil creep, nor any erosional degradation. SOILS • FOUNDATIONS • SITE DEVELOPMENT • INSPECTION • DRAINAGE • DESIGN & PERMIT • LEGAL 17814 8th Ave. N.W. • Seattle, Washington 98177 • (206) 546-9217 Ms. Dawn Runyan Page Two Soil test holes within the proposed building footprint of this lot revealed consistent dense sandy loam to silty subgrade. No groundwater was encountered in any soil test holes (dug to 36-inch depths). The rear alley right-of-way contains an east edge drainage channel draining to the south and releasing into the existing storm drain system. This alleyway drainage channel is contained in a buried concrete culvert along this lot's property. The concrete culvert was assessed to be intact, unclogged, and functioning correctly. Conclusions/Recommendations: The site is geotechnically approved for the proposed single family construction subject to the following constraints: • Standard reinforced concrete footings designed for subgrade bearing resistance of 2,000 p.s.f. are approved. 16 inch minimum width for continuous footings, 24-inch square (min.) for isolated footings. • Standard City of Edmonds stormwater detention with orifice release be installed with catch basin at southwest property corner releasing into existing alleyway drainage channel. • Standard footing drains be installed at or below bottom of footing elevation. Drains should tightline into detention system. • The existing alleyway concrete culvert is approved. Additional surfacing on top of the existing gravel access drive is anticipated and approved, subject to City of Edmonds building,code compliance. • A small (less than 4 ft.). rockery or retaining wall is anticipated along a portion of the north property line. Standard- City of Edmonds rockery and/or retaining wall designs are acceptable for this segment of the property. • Excavation may occur during wet weather if extra precautions of siltation control, and probability of overexcavation and structural backfill of footings are anticipated. • Inspection - prior to foundation concrete placement, geotechnical inspection by this engineer is recommended. Conclusion• This lot is geotechnically approved subject to the recommendations herein. Ms. Dawn Runyan Page ' Three Closure: The findings and recommendations of this report were prepared in accordance with generally accepted professional engineering principles and practice. No other warranty, either express or implied, is made. The conclusions are based on the results of the field exploration and interpolation of subsurface conditions between explored locations. If conditions are encountered during construction that appear to be different than those described in this report, this engineer should be- notified --to observe the- situation- and review -and verify or modify the recommendations. If there are any questions, do not hesitate to call. Sincerely, wnsh��� Dennis M. Bruce; P.E. Geotechnical/Civil Engineer 1`iq DMB:njt 17 1 as 3 405 SfoNAL I EXPIRES I2/23/ 111 q 3 1 STANDARD DRAINAGE DETENTION SYSTEM - WORKSHEET STREET FILE OWNER tAM4 EUI` YQLI CALC BY: w� w Mr--N0F'j 2r'1 ADDRESS IO?�� �VPHONE: - b '��a%-I ! Gi DATE: " 2� *****DESIGIII DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE --3tell I DETENTION PIPE LENGTH WASHED GRAVEL OUTFLOW TRENCH, MIN KY LONG TOP AND 4'PERF PIPE TO BE LEVEL RIM ELEv 1'M4N COVER GrMIN. SPACE FROM 2'MAX COVER 1LMELEV CONTROL Y t L 'OUTLET 1F aYa + T �aV c 4' O MIN 1 4'PERF PIPE W/CAPS f .S � rA SLOPE O' 0 PIPE MIN. � ' Z � .— Z Oi ORIFICE RUNOFF SPREADER '« /off . o OUTLET INV ELE 1NV ELE'� cos/l� U'7BA IN TCN CoNrRoL c�H / 1 � � BASIN '■2': 6'DEEP, 4'- ai QUARRY SPALLS SYSTEM CROSS SECTION 1 =z:3' DEEP, 3/4-CRUSHED ROCK • FROM CONTROL + OUTLET RIPRAP OUTLET BUILDING MAR 2 88 1994 STREET FILE FOOTING DRAINS SHALL NOT BE CONNECTED 70 DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the A 5¢ responsibility of the property owner. Material accumulated in the storage pipe must be flushed DATE out and removed from the catch basins to allow proper operation. The outlet control orifice must be kept open at all times. pnoo ti nf A rts•.v. *Qy.di,;:;:R,. �••, b:• �k::w:,,i..�ail;da.mar=-:i•'�5*'t'Zt�i`aj�,<'�:'JL.^':t1i'�`' `n�1^�{�1Xt1.£'£:;,'x j 1 City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. 3lv a8' Issue Date: / A. Address or Vicinity of Construction: J Q 3 b _ 8 _ 4 U` 18 9 0 1 9 B. Type of Work (be specific): Se K/P tile- uJA 1k C. Contractor: KE N (_C %ar.-Contact: S ►•^ E- Mailing Address: 'P 0, DO X SZ S 0 Lyd8'IMIT Phone: 7-q,Z - q ; 4? � � �� E� % 8 L -r/i9 State License fi: IC E N A N Lk' o 98 D \./ Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ® Single Family ❑ Other INSPECTOR: 4*'0 I-WaA INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes ®No G. Size of Cut: x H. Charge $ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of thepermit will be available on sit at all 'mes for ips ion purposes. ---- - 9 4 Signatu Date: f/- 8 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK # - - FOR CITY USE ONLY APPROVED BY., ��`� RIGHT OF WAY..DEPOSIT TIME AUTHORIZED: VOID AFTER, DAYS. DISRUPTION FEE/FUND III: SPECIAL CONDITIONS Ltd' TIfC ,�c.- GY'CN�c� i:�GH COMMENTS: RESTORATION FEE: PERMIT FEE: TOTAL FEE - RECEIPT DATE: • ISSUED. NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproyed By: Date: FINAL APPROVAL BY: Date: 89p _ 199- August 17, 1995 CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering Resident�- Edmonds, WA 98020 Dear Resident, Mailed 8/17/95 (see also additional addresses on attached sheet) A complaint has been received by the City regarding obstructions placed in the alley between B. Ave. S. and 8th Ave. S., from Pine St. to Fir St. A site inspection shows most of the obstructions are located on the east side of the alley, so your property may or may not be affected. This notification is being sent to all seventeen (17) residences to enlist neighborhood cooperation to rectify this situation. There are several locations where it is hazardous for people on B. Ave. S. and 8th Ave. S. to enter or exit their rear accesses because of the various obstructions created by landscaping, fences and rockeries. You may or may not be aware that the public right-of-way through this particular alley is twenty (20) feet. If you do not know where your property comers are, some of your neighbors may know, so you should be able to establish where private property meets the public alley. With the lovely summer weather we are enjoying this year, I realize it may be difficult to get out and get the necessary trimming, fence moving and rockery relocation done. Because of the weather conditions, the Street Maintenance workers will not be directed to do the necessary work until September 18, 1995. Your cooperation is appreciated. You should feel free to contact me at 711-0220 if you have any questions. Sincerely, RDON C. HYDE Engineering Coordinator GCH/sf t �)AA Wal er ALLEYLTR.DOC 0 Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan August 17, 1995 t Resident 740 Pine St. Edmonds, WA 98020 S u bject Traffic restrictions in alley between Pine St. and Fir St. Dear Resident: A complaint has been received by the City regarding obstructions placed in the alley between "B Ave. S. and 8th Ave. S. from Pine St. to Fir St. A site inspection shows most of the obstructions are located on the east side of the alley so your property may or may not be affected. This notification is being sent to all seventeen residences to enlist neighborhood cooperation to rectify this situation. There are several locations where it is hazardous for people on "B" Ave. S. and 8th Ave. S. to enter or exit their rear accesses because of the various obstructions created by landscaping, fences and rockeries. You may or may not be aware that the public right-of-way through this particular alley is twenty feet. If you do not know where your property comers are, some of your neighbors may, so you should be able to establish where private property meets the public alley. With the lovely summer weather we are enjoying this year, I realize it may be difficult to get out and get the necessary trimming, fence moving and rockery relocation done. Because of the weather conditions, the Street Maintenance workers will not be directed to do the necessary work until September 18. Your cooperation is appreciated. You should feel free to contact me at 771-0220 if you have any questions. Sincerely, Gordon C. Hyde Engineering Coordinator 1011 B. Ave. S: ' 1021 B. Ave. S.-' 1029 B. Ave. S. 1031 B. Ave. S. 1041 B. Ave. S. i ✓ J 1049 B. Ave. S. ✓ 1053 B. Ave. S. 1063 B. Ave. S.. 1002 8th Ave. S. 1010 8th Ave. S 1016 8th Ave. S. 1018 8th Ave. S. 1034 8th Ave. S 1036 8th Ave. S 1042 8th Ave. S ✓ 745 Fir St. ALLEY_B.DOC 6 APPROVED BY PLANNING D"Xr ��M A�TREET FILE P OKA om aAz-u(weD DITuh- d'Lcou(l 500t* Ou U pit Xr. i .. V vi(tom wi :n i - crew ; =- c'e? of �0� 1JL ,ku. 1u�'Cwc�ouS. M�s� kar��. � �tq•�S' W+ ia'tsty = ga,r,$' 1 I' 04eut*- f-16 lyp o r�r Itslu _ _...._�.�.�.`�-MAX• 40 (, 2j4v44o q.c K)( 'r 21CZ2 = 6bi "S K � i Fv W- CON(-., o2j� 1Ar{ M uot vi USE PERMIT CITY OF EDMONDS ZONE NUMBER CONSTRUCTION PERMIT APPLICATION D. OWNER NAME/NAME ,OOF�BUSINESS ,[� /J Q JADDRESS �� Q R. M I (,r 1 r4 L N,ligxk I S LEGAL DESCRIPTION CHECK SUBDIVISION NO C " PUBLIC RIGHT OF WAY PER OFFICIAL STREET M TESCP Approved ❑ ZIP TELEPHONE NUMBER Rtr Permit Required ❑ /�f EXISTING REOU//I��REnnD DEDICATION $beet Use Permit Req d ❑ PROPOSED (W Inspection Required ❑ Sidewalk Required ❑ REMARKS /� (�f d-CI • /AIMAY . 5 f /1 - 611J 110"19 4AACI .6W rG NAME ENGINEERING MEMO DATED 2,12 ADDRESS METER $ E # B PLY E CITY ZIP TELEPHONE NUMBER R ON Lo ROPO / " 1 EXP STATE LICENSE NUMBER EXPIRATION DATE Legal Description of Property - include all easeme VARI CE All PLAr ' n.,...e.w. _ !r TBAC — FEET FRONT SIDE 4 ASP lGJ NEW V� , (Qil PLUMBING ADDITION CO VG MECHANICAL ElREMODEL O AP j�j El SIGN ® GRADING ElFENCE REPAIR CYOS. I_ K _Fn DEMOLISH O WOODSTOVE INSERT UB PA OGARAGE ❑ RETAINING WALL/CARPORT ROCKERY R (TYPE OF USE. BUSINESS OR ACTIVITY( EXPLAIN: .5 - %S110JFAC� NUMBER OF STORIES` NUMBER OFDWEL Zf-,wa& //�J�'UNITSLING A DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) 1111111, '\J F 3 REVIEW EXEMPj ADS 00� /IL�JN/� �}}� SHOyOREEE� 1 /kJ pSEW BY ram, ,p E �I MIGHT LOT COVERAGE Z .7 SS CODE HEIGHT �9/ Zs rwrUn wn w Vu:UrwncT OCCUPANT ❑ YE 3; go GROUP � 2 LOAD KS J PROGRESS INSPECTIONS PER UBC 305 7fiek'iv1�?� �� 19�i� W�c r� c�iAB REOUIRED VALUATION FEE rFINALPECTION EEHE3 {� L'i120 [l � fi CE: GLAZI�NG/� /40 Plan Check No. MECHANICAL /1 This Permit covers work to be done on private property ONLY. GRADINGIFILL Any Construction on the public domain (curls, sldewPlks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE J� Permit Application:180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE 3fl "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE 3 O N successors in interest, agrees to indemnify, defend and hold W harmless the City of Edmonds, Washington, its officials, i employees, and agents from any and all claims for damages of whatever nature, arising directly or Indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT p/ °z 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 SO provision." by acknowledge that 1 have read this application; that the ion given is correct; end that I am the owner, or the duly ATTENTION APPLICATION APPROVAL ed agent of the owner. I agree to comply with city and THIS PERMIT s regulating construction; and in doing the work authoriz• AUTHORIZES This application is not a permit until by, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her L"' the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is r nce. INSPECTION acknowledged in space provided. E (OWNER OR AGENT) DATE SIGNED DEPARTMENT CITY OF OFF L'S SI TORE DATE EDMONDS 7 ATTENTION CALL FOR RELEA D . DATE INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTUR 771�0,2 O UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL 0 A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UB _ ORIGINAL — File YELLOW — Inspector CHAPTER 3. p //• N �J C I �� �. f � ,�„ PINK —Owner GOLD — A55BSSOr R. Michael Harris 1042 3rd Ave S. Edmonds, WA 98020 City of Edmonds Building Department 250 5th Ave N. Edmonds, WA 98020 Attn: Sharon Nolan Please extend the expiration date of my permit application. We have found it necessary to delay this project for a short time. I understand that your office will allow a six month extension. Thank you for your help. Sincerely, / , /7 - R. Michael Harris I 8 9 0- 1 9 9 CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N.. EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering June 21, 1993 R. Michael Harris 1042 3rs Avenue S. Edmonds, WA 98620 Re: Permit.Application 078 The above referenced permit application has been approved and ready to go since February 25, 1993. Permit applications are good for six months from date of application before expiration. The City received your permit application on 12/21/92; therefore, your expiration date is June 21, 1993. A six-month extension may be granted by the -Building Official upon.written request of the applicant. Please contact the Building Department, at 771-0220, immediately and advise me of the status of your project. Thank/you, Sharon Nolan Permit Coordinator cc: Building Official File • Incorporated .August 11, 1890 • Sister Cities International — Hekinan, Japan STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER iCt? 12tS ADDRESS 104X 3o-d /ayt .So �vcf u�c�-gel y &)A C? aA b CALC BY: Nu- V'19(7 CWalj� PHONE: -74-G - qy53 DATE: 7 fq,2 *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE RIM ELEV I TMIN COVER I 6'MIN SPACE 2'MAX COVER RIM ELEV 4' O MIN T •� : - M. SLOPE 4' 0 PIPE MIN. 3 _ = m r ORIFICE NSM< INV ELEV INV ELEV UFl�ER CATCH BASIN CONTROL CATCH BASIN SYSTEM CROSS SECTION STREET FILE WASHED GRAVEL OUTFLOW TRENCH, MIN 10' LONG TOP AND 4`PERF PIPE TO BE LEVEL FROM CONTROL -� OUTLET I� 4-PERF PIPE W/CAP$ RUNOFF SPREADER OUTLET 'x Yx W DEEP, 4%6" QUARRY SPALLS I x2'x3 DEEP. 3/4'CRUSNED ROCK FROM CONTROL OUTLET ... RIPRAP OUTLET FOOTING DRAINS SHALL NOT BE CONNECTED To DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a-tightline and detention system inspection before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the 3 responsibility of the property owner. Material accumulated in the storage pipe must be flushed f out and removed from the catch basins to allow proper operation. The outlet control orifice DATE must be kept open at all times. REV 2/92 Page 6 of 6 Table 1 - Detention Pipe Sine r Impermeable Required Area Sq. Ft. ------------- Vol Cu Ft 2000 ---------- 50 2500 62 3000 75 3500 'p7, 4000 100 4500 112 5000 125 Pipe Diameter 15" ------------------------ 18" 24" 30" 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 �f8' length in feet 80 56 32 21 90 .S 3 36 23 100 70 40 25 Note: Allowable Pipe Materials: Reinforced Concrete luminized Steel Aluminum CMP Asphalt Coated N-12 ADS (Not permitted on roads) Table 2 - Outlet Orifice Sizes Impermeable Area Sq. Ft. Outlet Orifice Diameter (Inches) ------------- -------------------------------- 2000 5/8 2500 5/g 3000 3/4 3500 3/4 4000 7/8 4500 7/8 5000 7 /8 Table 3 - Rectangular Catch Basin Requirements* ; 1 Detention Max. size Catch Basin pipe diameter knockout Type ------------- < ---------- Type I, CB 15 18" to 24" 26" Type IL, CB 16 24" to 36" 36" Type II, CB 19 (48" Basin) 36" to 42" 42" Type II, CB 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards Page 5 of 6 U 4.' r i r...., �....». i i I4990.19'o City of Edmonds Critical Areas Checklist 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 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. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information 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: Applicant Representative: Name Name Title Title Street Address Street Address City, State, ZIP Phone i h 3C' S ,- Signature Date City, State, ZIP Signature Phone Date +� Critical Areas Checklist _o t.V Site Information c INC I V E D • . 3Q1992 ROM 1T. MINTPR Project Name: th Perm' Number. r C; . c � Site Location: __ roperty Tax A unt Number. �v �4 003 � of Da �o �U ost+si AaVr� c», ii='I��Q.k31�-00 lot4 fGss s &or Approximate Site Size (acres or square feet): 0 ) Have you filled out a Critical Areas Checklist for a project on this site before? /A General Site Conditions 1. Has the site been cleared or logged? ' c Date of most recent action: Soils./ Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 6 (C -rcc --yA Gft-�A,, 3. 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 of horizontal distance.) Steep: gradjes of than 30% present on site. Comments E ' l Hydrology/Vegetation 4. Site contains areas of year-round standing water. _t_ 5. Site contains areas of seasonal standing water. - Approx. Depth: 6. Site is in the floodway_ floodplainW_of a water course.. lA 7. Site contains a creek or an area where water flows across the grounds surface? flows are year-round? Flows are seasonal? % 8. Site is primarily: forested : meadow ;shrubs ;mixed 0 9. Obvious wetland is present on site: /4:1 10. Wetland inventory or map indicates wetland present on site: O�IA 11. Critical Areas inventory or map indicates any Critical Area on site: for City Use -Only 4 Ar 90_19, City of Edmonds Critical Areas Checklist 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 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. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information 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: Name Title i z 3 J J C i Street Address City, State, ZIP Phone ignature Date Applicant Representative: Name Title Street Address City, State, ZIP Phone Signature Date STREET Elr�Eal r h Areas Checklist' (,.�," Site Information N Project Name: 40V- -� Perm' Number*", Site Location: -����Fi�,,rropertOax�A unt Number. 61`i4 003c o4ofoa ostV,. t-o C A 0 =-1 ci1D3 b-o0 Loi- 4 IC. Ss S coop Approximate Site Size (acres or square I g c.vL, ( xv ,�'-w ii' ' - - Have you filled out a Critical Areas Checklist for a project on this site before? AIO General Site Conditions 1. Has the site been cleared or logged? U � 5 Date of most recent action •� o r S Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3. Describe the general site topography. Check all that apply. _ `� %� 3 �a 7 Flat: less than 5 feet elevation change over entire site. Y 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 of horizontal distance.) Steep: grades of greater, than 30% present on site. Comments _ lei t of Hydrology/Vegetation 4. Site contains areas of year-round standing water: AJ C 5. Site contains areas of seasonal standing water. - Approx. Depth: 6. Site is in the floodway In i floodplain N of a water course. 7. 8. ki Site contains a creek or an area where water flows across the grounds surface? are year-round? Flows are seasonal? / l ; mixed Q 1,�,t t C- Site is primarily: forested ; meadow ; shrubs Obvious wetland is present on site: /4.% 10. Wetland inventory or map indicates wetland present on site: Ko 11. Critical Areas inventory or map indicates any Critical Area on site: fie - for City Use: Only ti flows Nouns, ®mam 3 %—Cifilmo 4 4. —co--. W/ PINE STREET PU--" �A^ ON I• 6"ft CAP od C.Ir . CA" -p 1 �'�'�.I II !1 0 ,D I`'ll cv Ld 7t D . I.:.@: &I Z NN FLOOR L9*'lM LEvjL 01 -4-15/47 Goutuolk.w9y LLI MOO cwerhmV.2� OD al -31 IV7 It. M. A ca 1,10RI"' LME OF SOUTH Ln7 4 FEET 4 (DAAAGtD) 7- IMUND Rew— Of YOST'S FIRST ADDITION TO --,-D+AONDS ml -7 Mm WM NFORMATKN PER BOUNDARY i TOPOSP.APHY ftnvey BY LOVELL-SAVER.LAM 4 A650G., pLe v q"jeg. V^TW C>_oT,lq" LOT A LEW THE 60VTH 60 FELT, BLOCK 5, Y05TS PROT ADDITION TO THE PLAT OF ZIPMON05. AC4OKW-lN6 TO THE PLAT THEREOF RECORDED H VOLUME & OF PLATS. PA&Z 6, N SNOWOMMH COWTY. r"HNSTON "A" dM.8, "B" q5.0 'a " bdLT + 'p, aq"r DPAEW 15Y 4 - a9-05, *5 AVIRASE ofL&DE 25'-0"- 118.05' AS MAX WZfGoHT ALLONEV. BY TREET 4- W/ C. ST41 NDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER n4�% �UP.(YUN CALCM_�1 LICNOE ZI^j. ADDRESS -1D3(Q IS ,d�/•h . PHONE: �°o�1'3S%�I If t�5. IV DATE: *****DESIGN DATA***** IMPERVIOUS AREA PWE DIA PIPE LG ORIFICE I L. DETENTION —E LENGTH { WASHED GRAVEL /017TfLDW TRENCH MRI KF LONG TOP ANO A-PERE PIPE TO BE LEVEL RIM ELF!-- 1'M:N COVER 6•MAl SPACE 2'MAX COVER IW ELEV— CFROMFROM I OUTLET I1 iPERF PIPE W/CAPS PPE - —• RUNOFF SPREADER t K� NN EL INV ELEhI S' OUTLET II fARP CAICN 1 L t �/j/ I GISIN COMINOL CNCN IOILL OnSnv O / . Z. G• DEEP, f_ G'OUARRT SPA"S SYSTEM CROSS SECTION .n3• DEEP. SN•CROSNED ROCK FROM CONTROL oUrLET RIPRAP OUTLET BUILDING KR 2 8 1994 TOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES: 1. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY ' before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed A q� cut and removed from the catch basins to allow must be kept o n at all times. proper operation. The outlet control orifice DATE r Paee 6 of,6 j)tt.A 'aW'4017Y LHVr2M ICVH SV SOCIL aaywg Qqya.^y 1W 91 0'- HONG PS *9 29Y aAMTOA —.1 2KL 01 0 HJJ 09 9KL 9;-.M r.Lo-1 xrj aNwrbwh-G-n;,Nm AQ AV-✓ 1 ?40-- ally ��; - L . �l, -� g I R , I.OK-N, SONGH-fj� CjJi. i�l. NG111GOV .1. U 12 1 II L I J G- -1 G 1 ............ ... ....... F1 ------ ........ co -r 2 S rn fallk" M-2 'o II . III +`\ryJ . ' , ' ( --- ___—`•' ,ta � �i.lP I �,i] • � i 11 A. 3H iS 3NId -4- - C' CITY OF EDMONDS CONSTRUCTION PEt: MIT APPLICATION OWNER NAME —.1E CF "USiNES a malLc. L: At1Da1.•.. 1.`'•' �I!' TELEP�O:IL NUMPca _ �/�Dr✓ti S %:f� d i �y'J, ACL ESS a XI C." rr 71P TELEPHONE NUMBER 7 NAME U IL), `0J �� l� CITY 'l a(`JZI/PTELEPHONE NUMBER ST AIF Vc f:NCF NV� n.F.+ EXPIRATICNDATE.; Legal Description of Property - include all easements Properly Tax el fj.. , j Paaxrcel No. �) 7� 9 (J 3 -U ,.,, J ✓7' �/ RESIDENTIAL PLUMBING Il COMMERCIAL W: 7.1 ECI:ANIC.L ❑ O APT. P'.OG. C R_ :'JOEL SIGN ❑R �y� ,GRA •.CID$ I FENCE G EPAIR DE'aOL15H 7j _—j ✓0 z ( _FT SWIIA POOL ❑ INSERT HOT TUBI PA �I^7(� WALL/ ❑ �`+�Tn•"'R"`n JE nOCKFRETAI7Y RENEWAL IT�I�P Cf USE. BUSINESS OR A IVITY) EXPLAIN: ,E a6 csm✓A� ,2�iJ NU:.:BEP NUMBER OF CFITICA' J -2-W O= SIOq.c, DWELLING UNITS AREAS -_2 DESCRISE WORK TO BE DONF IA7TACH rLOT P_ANI �O,•1C;%/elf % SF I�S/(%✓Cf'_ . �f USE PERMIT ZONE ,/J `(� NUMBER 9�4 7 JOB SUI IE:APT ADCPESS .EGAL OESCPIPI+ON C-EC.. twice ISIO:+/v0 UO 11 s-I - &S, 7'� PUBLIC RIGHT OF WAY PER OFFICIAL STREET,/AP /� ExISTING� REOUIRED EDICATIO.. TESCPAp"." RW Pn RM-ee 11 S-1 Pn PPCPOSEp __ 11Use IRrye `D +nd-.Ihv+ReRP,rI _OLI j s.ee..alx Repunte �� L:6'E �IQE NO u° Fv.TuaEs rRV RE MED YS NG ❑ gc;'saK$ ENGINEERING MF.A10 DATED AV EW D BY FI.IE MEMU DATED REVIEW ED HY SIGN AREA 1 SEPA REVIEW ALLOWED PROPOSED I COMPLETE r;T Y ADa NO. AEXP VARIANCE C'1 CU �L h NNI Way 0 E I SET2A&A-FEET HEIGHT FRONT SIDE If - REAR ! LOT VERA E. REMARKS Cr B�iYPE J ON CODS / OCCUPanr GROU 3 SPECIAL INSPECTOR AREA REQUIRED ❑ VF$ OCCUPANT LOAD REMARKS PROGRESS INSPECTIONS P?R UBC 305 FINAL INSPECTION REQUIRED ':ALUATION FEE PLAN CHECK FEE BUILDING' PLUMBING MECHANICAL /� PIan Check No. 9 _ r ' This Permit covers work to be done on private property ONLY. ORADINGIFILL ! Any construction On the public do main (Curbs, sldewPlks, dliveways, marquees. etc.) will require separate p^'mission. STATE SURCHARGE Permit Application: 1tA Days Permit Limit: 1 Year - Provided Work is Started Wlthln 980 Days; STORM DRAINAGE FEE ..7 "Applttcant. On behalf Of his or her spouse. heirs. assigns and ENG. INSPECTION FEE- v: successors in interest. agrees to indamnify, defend and hole' o� , W harmler,3 the City of Edmonds. Washing -,ton• its officials. employee.• and agents from any and all claims for damages of x whales nature, arising directly or Indirectly from the timed Ce Of this permit. Issuance of this permit shall not be deemed tc PLAN CHECK DEPOSIT ° modify, waive or reduce any requirement of any city Ordinance nor lim;t in any way the City's ability to enf0,cT any ordinance provision." TOTAL AMOUNT DUE ,. J • �"• I hereby acknowledge that I have read this application; !hat the - v I n, formation given is correct: and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL,; + • ' authorized agent of the owner. I agree to comply with city and THIS P state laws regulating construction: and in doing the work authoriz• y1r" aUT ioRIZES This application is not a permit until - T' �'• Y•? e7 thereby, no person will be employed in violation of the Labor ONLY THE Eigneu by the Building Otf'Cfal Or his/her Code of the State of Washington relating to Workmen's Compensa• Bun Insurance and RCW 18. wCRK NOTED Deputy: and fees are paid. and receipt is acknowledged in space provided. '^� •. t^� $:LUR�Vj�o�%V�5,Vri�DATE SIGNED T DEPARTMUJ 7UPE CITY OF OF C L SIGN DATJF.' py� EDMONDS ATTENTION CAL- FOR \E a DATfNSF'cCTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE Ire UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 771 O2ZO ORIGINAL - Flle ,YELLOW -= Ins CHAPTER 3. +ozaT QE Z /' / PINK - Ow.,rr GOLD - Assessor' .., -7- 4 SW '4, RECORD OF INSPECTIONS INSPECTOR DATE APPROVED V" SETBACKS... IZZ l FOUNDATION: �A1. Fooling. ...... Wall. Q Pier/Porch ........ Retaining Wall. Slab Insulation. PLUMBING: UndergrOLir.d' .Rough -In % Commercol Fina; ........ HEATING: Gas Test...... Gas Piping.. ---- — Equipment... Commercial Final EXTERIOR SHEATHING NAILING. FRAMING. INSULATION: Floorinc_6 n -\%Aial; ihit;l'ition It Ceiling Insulation —_7 SHEETROCK NAILING —J SPECIAL IkSPECTION ... . . . . ... . .............. :- 14� < I RADON MOWTOR AT SITE. Tr Akl FINAL APPROVAL .. ........ .. For OCCUPANCY v 641 Mob- 041. - 4A m ---------- -:,e Rar, —1Z • EETFILE 51USE _. - _- CITY OF EDMONDS PERMIT ZONE 5 _ NUMBER CONSTRUCTION PERMIT APPLICATION I JOB SUITE,APT# OWNER NAME NAME OF BUSINES ,> i ADDRESS— w >,- / ? - I � tJ LEGAL DESCRIPTION CHECK SUBDWISION NO. LID NO MAILING ADDRESS( I 5+� -•- �� !� CITY ZIP TELEPHONE NUMBER PUBLIC RIGHT // OF WAV, PER OFFICIAL STRE/EjT'��MAP. TESCP Approved ❑ Rw Permit Required .. r ��7 / l y S O EXISTING � REQUIRED EDICATIOFf'_ Street Use Permit Req'd ❑ / / % / J PROPOSED Inspection Required NAME � Sidewalk Required 2 METE SIZE t LINE SIZE NO. OF FIXTURES PRV REQUIRED ❑ Lu 3 U �- ADDRESS �'� YES NO er /-1 -- '7 REM/ RKS ']� / �•-y 1r- y/ }�ir �/ �^•) �147 vl Z CITY TELEPHONE NUMBER i • / �C.J /ZIP �`-�/-� ��L L/ `�O � c�SO� 7 j ��S/�/cI�/�0• f �C� ,"�� �" liti/�iC' w NAME J cr p ADDRESS �J �O (,/ f I --- --- - - ---- - - ENGINEERING MEMO DATED ^ Fj�V Ej WED By 9/_4M CITY TELEPHONE NUMBER — — ._ O (JZIP `f �� Z/L �/ I FIRE - MEMO DATED - --REVIEWED BY' w U STATE CENS NU BE EXPIRATION DATE i �.__- _ -.._ -_. _. ______._._....-._.__ , LL r,g. SIGN AREA SEPA REVIEW ADB NO, Legal Description of Propertyinclude all easements ALLOWED PROPOSED COMPLETE EXEMPT J i /1 SHORELINE# � EXP CL N /' / �r �.S 1 �/ 4 / r % �l 7XJ / 14 r ! ,'-) .0 VARIANCE OR CU nlf>1 NNZLIM5VIEW BY - D E Cry Z SETBACKS — FEET NEIGH LOT C VERA E Property-' `I FRONT [ti SIDE, REAR Q CL Tax Account //� /� �)c/ /, / ) - r —t/ REMARKS o Parcel No. (J ✓ v 7 v KNEW © � RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL APT. BLDG. El I I • REMODEL SIGN I .__._ _.__ -_ _ _____ __ GRA 0f ❑ FENCE REPAIR ---�'� CYDS. ( x_F-T)I KID CHECKED BY TYPE OF CONSTRUCT ON. r CODE 9 OCCUPANT' GR DEMOLISH INSERT OVE a SWIM POOL ,INSERT HOT TUB/SPA �'��vvJ ,SPECIAL INSPECTOR REOUIRED AYES AREA bp� Z OCCUPANT7 . LOAD j� GARAGE RETAINING WALL/ RENEWAL REMARKS ROCKERY � 0 (TYPE 9F USE. BUSINESS OR NTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC 305 "' c , r, W NUMBER j NUMBER OF CRITICAL O OF DWELLING AREAS m O STORIES UNITS NUMBER DESCRIBE WORK TO BE DOME (ATTACH PLOT PLAN) vas f rSF FINAL INSPECTION REQUIRED ; VALUATION FEE ZOo es� �1T/ /� PLAN CHECK FEE 5-6 0 HEAT SOURCE: r GLAZING 0 1 /d r PLUMBING [Plan Check No. �� - �j MECHANICAL This Permit covers work to be done on private property ONLY. GRADING/FILL Any construction on the public domain (curls, sidewEllks, driveways, marquees, etc.) will require separate- permission. STATE SURCHARGE4. Permit Application: 180 Days 2 Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE . J O "Applicant, on behalf of his or her spouse, heirs, assigns and ENG.INSPECTIONFEE successors in interest, agrees to indemnify, defend and hold W harmless the City of Edmonds, Washington, its officials, I employees, and agents from any and all claims for damages of iwhatever nature, arising directly or indirectly from the issuance ; 'eemed PLAN CHECK DEPOSIT/n/ 1 V���JJJ���.../// of this of this to shall not be dordinance lway ° anyement of any c ordinance dlirnitvaive or reduce in = abssuance ility tyito enforce an,ityt nDrany the Ci TOTAL AMOUNT DUE ��� provision." j--- - - ----- - L I hereby acknowledge that 1 have read this application; that the I information is correct; an8 I am the owner, or the duly ATTENTION A fP ICATION APPROVAL i' given ,tha) authorized agent of the owner:1Lagree to comply with city and THIS PERMIT , This a156PI;ation is not a permit until - state laws regulating construction; and in doing the work authoriz• ' I AUTHORIZES THE signed by'tIRe Building Official or his/her ed thereby, no person will be employed in violation of the Labor Code of the State of Washington relating to Workmen's Compensa- I ONLY WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27:-------- _ - -_ INSPECTION acknowledged in space provided. `SIGNATUR t INNER OR AGENT) DATE SIGNED_ ; ,.._. _ « . ----.• .. _., ... "'• � i DEPARTMENT OF CALL SIGN T- RE DATE (% / - ��,I CITY OF -- ( /l�Citi1.1/l/�D EDMONDS ATTENTION lam. CALL FOR S DATE INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY ^A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEE:' '4ADE AND APPROVAL OR . _ - J ®��® ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY I- BEEN GRANTED. UBC CHAPTER 3. D` PINK — Owner GOLD — Assessor 102•67 n G Water Service Drawing The City of Edmonds EASEMENT NO . ............................................ NEW CONSTRUCTION Q( REPAIRS ❑ LID NO ................... .ASMT. NO................... OWNER...........................'.................................................................... CONTRACTOR ..... �.�.Q1.G�iFJ3S................................................. PERMIT NO.940Z2....... JOB ADDRESS ..I0.2).l(a -------- T.N..AV.�.,...SU.:................... LEGAL DESCRIPTION: LOT NO....................................... BLOCK NO. .................................... • c .- 1.5.al 3�4��COP0.R 8 T N Approved: PWW0001.11175(REV.11/78) DATE :...).j.1..J.✓..... B s:�s�''r �� y CITY f EDMONDS SIDE SEWER PERMIT 1890 19�0 - PERMIT o'i]® 8634 Address of Construction: /Q 360 Property Legal Description (Include all easements): 97`" TREATMENT PLANT OCT 2 1 ,a9� PUBLIC WORKS D uv et Owner and/or Contractor: An-devsro CovrS�ruc yion State License No. hIV ANC Oe? 1D+' Building Permit No. 9 yoga L7 Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial ❑ Public Invasion into City Right -of -Way: El"No ❑ Yes RW Construction Permit No. Cross other Private Property: ZNoNo ❑ Yes Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY * FOR INSPECTION CALL 771-3M, PUBLIC WORKS DEPT. Z Qua Permit Fee: V ©' � Issued By _ �DG�N Trunk Charge: �' )5 Date Issued: Assessment Fee: �� Receipt No.: _G Lid No.: -7 r Partial Inspection: Date Initial. Comments Reason Rejected: Date Initial Final Inspection Approved: Date I nitial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO- ------------------------------------------- i NEW CONSTRUCTION Vl REPAIRS ❑ LID NO ................... .ASMT. NO..-.-.-----.-----.. OWNER-----••...........................•-----.....................••--............................... CONTRACTOR .. PERMIT NO. U,•�Y `�........ JOB ADDRESS .`--0- `' (---- --- ob- �--- ` -F.5- - ............... LEGAL DESCRIPTION: LOT NO ....................................... BLOCK NO. ............... .................... 0 u 2x71-1 f�v(` . So. PWW-0001-11175 (REV.11/78) NAMEOF ADDITION......................................................................••------•-••-•--••----•----..................--.. EO:IROKIDS 4 REA f ME.i\ff PLANT � h- r 2� cf.'��.,r•C Coo. 5' I } ;20 � cf.'r�.�-�. GD • .3��0 g Cn. 4 Dscayg.F. Q�Dessel Wye Approved: I- ---- � ----- I `t J � � (J C� DATE-------------••---- B . -- ----- ---- - ----.........--------------------------- II 1 .m 1 prop 7) P20P i LAnt lS'wlvb II Al V tj W m a- 01- a- z Nib NII ZI LI J Q m etch Basin i Agn AUT nariet XVNi . 1 11i ' • 1 - 1 1 _ Patio jf � �:. Patio , - � � '. '_ • � �.. � - � y �� � ,\� '� qA- j � 1 � 1 wJ ' nc Vriveway -T�i--c►� Roc�rc.. �1.T[a. . fl-e Q ✓) IN" - _ Gatc vas In, 10 slope driveway to drain 1 1 32,-0„ x 24" dia Pipe 1 o OF Gatch Basin Inv. Elev 'l Or •, Y , i Deck P%UNYUN R51DENGE Q II ' I f MAX SLa6 HEICfT At.L.0Y'= = 118.05' • 1�9 _ � •� .. rnt �t�t�-M/ti� � L"VLL. _ �00.00' � Gone walkway — 4" dia Tightline from.Roof Downs Deck a patio Drains 1 J? . 7ut5 N 89� 59'43" E.-- • 9 � I !t 1: AINAG= c'`! =M SI T PLAN ,"=io'-o'� ��LE ' ADDRESS: 1056 STH AVENUE SOUTH ACCEPTABLE TIGHTLINE MATERIAL PLAN GK. # 94-32 BUILDING N•12 ADS o►e e.n SDR 35 (ASTM D3034) MAR 2 8 1994 APPROV D AS NOTEL 2' I .l' / .t m / T (1 Eaj f1 t i FC 1 1ro,0. m, PROP Gatch Basin 6n,✓ lS' uJive i - Ix II ; 4 1 .4� V . � m c m ej 8 NII Z1 I ASPIALT CRWLWAY .�_Jx I ��t t Patio i el=q6 4! �nc driveway slope driveway ;Ito drain 321-0" X dia Pipe r ! Q PatlO , ,` •1�' �� CAP, 3 1 � Q t 1 MAX 3LD614EC+T ALL0re= = 115.05'100.007 +9 FN m.16K-MA, a - FIR PL'7OR =400t LEVEL = �' 1 514- C.onO walkway m 4" dia Tightline from Roof Downspouts, N 89• ss•as•• E '0 Deck 4 Patio Drains catch Basin Inv. Elev i PRAINASE. Sw�,**(Fim"EM SITE PLAN r ,ADDRESS: 1056 STH AVENUE SOUTH ACCEPTABLE TIGHTLINE MATERIAL PLAN GK. 94-32 N-12 ADS Sch 40 PVC SDR 35 (ASTM D3034) s =©Iu BUILDING MAR 2 8 1994 �� o�Q-ASOitL; STREET FILE