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17101 72ND PL W.PDFlill 11111111 5717 17101 72ND PL W TELEPHONE 284-2410 NEILH. TWELKER& AssOCIATES, INC. CONSULTING SOILS ENGINEERS 5645 - 42nd Avenue West Mail To: P.O. Box 99086 Seattle, Washington 98199 February 9, 1990 ,O�53- Tri-Pacific Corp. P.O. Box 19415 Seattle, Washington 98109 Attn: Mark McDermott Rz�cj� � IV MA PER)WIT coo, VrEa Re: Soils and Foundations Proposed Residential Construction Lot 3, Eagle's Crest, Phase I Dear Mark: At your request we have investigated soil and foundation condi- tions for proposed residential construction at Lot 3, Eagle's Crest, in Edmonds, Washington. We present herewith a summary of our findings, conclusions, and recommendations. Site Description The site is a rectangular area having a Vir—d—th of 35 ft, and a length of 112 ft, located beyond the cul- de-sac of 72nd Place W. in Edmonds, Washington. It occupies a northwest -facing hillside whose total topographic relief is approximately 100 ft; relief within'the actual building site is 30 ft. Site is devoid of structures or improvements, and is covered by native vegetation. Soil exposures are of dense gla- cial till, with an overburden of forest duff. Proposed Residential Development We understand the site is to be developed as a single family residential structure with a daylight basement set into the hillside. Soil conditions are known from published information, notes in our files, and from an examination of soil exposures in the immediate area. The site is comprised of extremely dense gla- cial till, beneath which is found a dense glaciofluvial sand. Groundwater is not anticipated to be a factor in the develop- ment. Tri-Pacific Corp. . February 9, 1990 Page 2 Conclusions and Recommendations On the basis of our examina- tion of the site and the proposed plan of development, we draw the following principal conclusions: 1. We believe the site to be a stable one and that it will remain so, given attention to precautions as outlined in the following paragraphs. 2. Excavations for the structure will encounter the dense glacial till which covers the upland surfaces throughout this area. We anticipate that the bearing horizon will be encountered in the greater part of the construction site, and that it will be within easy reach (by overexcavation) in those locations in which it is not actually exposed. 3. Foundations in the the parent soil unit (if properly identified) may be loaded to 4000 psf. All spread founda- tions should be at -least 16 inches in width. 4. Excavation slopes in the glacial till formation may be made near -vertical to heights of 10 ft or more; however, care should be exercised in the making of steep cuts to insure that loosened portions of the formation or extrane- ous upper deposits are not a part of the steep excavation face. 5. Lateral earth forces against retaining walls or founda- tion walls may be caf-c—uTated on the basis of an imaginary fluid having a density of 30 pcf (where the backfill is level) or 60 pcf (for steeply sloping backfill). 6. We anticipate that the lateral resistance of the foun- dation elements will be found in base friction; this may be calculated on the basis of a coefficient of friction of 0.6 (ultimate). A safety factor of 1.5 is customarily used when appraising the stability of retaining walls in both sliding and overturning. 7. Settlement of foundation elements will occur from*com- pression of newly loaded zones within the soil structure and recompression of disturbed portions of the bearing sur- faces. Recompression of fine-grained bearing surfaces will depend, of course, on the degree to which disturbance takes place. We anticipate that a careful effort in the prepara- tion of bearing surfaces will limit settlement to less than one-half inch. 8. Precautions Any bearing surfaces prepared in fine- grained soil units must be protected from the effects of ponded surface water or groundwater. In the event of pro- Tri-Pacific Corp February 9, 1990 Page 3 longed precipitation at the time of construction it may be necessary to suspend operations or provide protection for exposed bearing surfaces. If the bearing surface should become disturbed at any time it should be removed and replaced with compacted granular fill before foundation construction. 9. All material from excavation must be removed from the site and disposed of elsewhere. Surplus material cannot be loose -dumped on the slope. Should a retaining wall be con- templated to hold fill on the steep portion of the site, we should be contacted for guidance. I 10. Any springs or obvious zones of groundwater encoun- tered during the excavation work should be provided with a lateral drain placed in a trench excavated as far as pos- sible into the wet area. When the trench has reached the maximum practical depth a filter -wrapped perforated pipe, with the end plugged or capped, is thrust in without delay, and the annular space backfilled with coarse washed sand. 11. All below grade spaces (including retaining walls) should be protected with carefully designed and constructed foundation drains. These should be of perforated plastic, wrapped with filter cloth and placed in a bed of washed pea gravel. A number of details are available to facilitate the drainage of the single -formed soldier pile foundation wall; these will be provided upon request. 12. All surface drainage (roofs, patios, driveways and water from off -site upland sources) should be collected and disposed of to an approved location. Under no circum- stances should surface water be led into foundation drains, dry wells, or infiltration trenches. 13. Upon completion of construction, all exposed earth surfaces should be protected with a vegetative cover having a close-knit root system and a broad leaf. We shall be pleased to assist in the continuing development of this property; we request that we be kept informed of project scheduling in order that we may verify the adequacy of the prepared bearing surfaces, and assist in the resolution of unforeseen difficulties. y'.'T W Very truly yours, WASH NEIL H. TWELKER AND ASSOC., INC. CO by /ON M� Neil H. Twelker, Pres. NHT:nt TELEPHONE 284-1410 I NEILH. TWELKER& ASS6CIATES, LS.(. CONSULTING SOILS ENGINEERS 5&15-42-%JAvcnL.- West Mail To: P.O. Box 94086 STREET FILE Seattle. Washington 9S199 February 8, 1990 11 . . Tri-Pacific Corp.' P.O. Box 19415 Seattle, Washington 98109 Attn: Mark McDermott I Re: Soils and Foundations Proposed Residential Construction Lot.12, Eagle's Crest, Phase I Dear Mark: At your request we have investigated soil and fcundation ccndi- tions for proposed residential construction at Lot 12, Eacle's Crest, in Edmonds, Washington. We present herewith a summary of ou.- findings, conclusions, and recommendations. Site Description The building site is a rectangular area hav- ing a width of 27 tt, and a length of 74 ft, located 'on 72nd Place W. in Edmonds, Washington. It odcupies a northwest fac- ing hillsi d . e whose total topographic relief is approximately 100 ft; relief within the actual building site is 10 to 12 ft. The site is devoid of structures or improvements, and is ccvered by native vegetation. Soil exposures are of dense glacial till� w1t'- an over��-urden of forest duf f and/or locse-dL=ped--f ills. ProccEed Residential Develooment, We unders-:and the site is to be �eveloped as a single f a�i I —residential Struct-ure with a Y daylight basement set �into the hillside. Soil conditions are known from published information, notes in our files, and from an examination of soil exposures in the immediate area. The site is comprised of extremely dense�gla- cial till, beneath which is found a dense glaciofluvial sand. Groundwater is not anticipated to be a factor in the develop- ment. Tri-Pacific Corp. February 8, 1990 Page 2 Conclusions and Recommendations On the basis of out examina- t1on of the site and the proposed plan of development, we draw the following principal conclusions: 1. We believe the site to be a stah;le one and that it will. remain so, given attention to precautions as outlined in the following paragraphs. 2. Excavations for the structure will encounter the dense glacial till which covers the upland surfaces throughout this area. We anticipate that the bearing horizon will be encountered in the greater part of the construction site# and that it will.be within easy reach (by overexcavation) in those locations in which it is not actually exposed. 3. F6undations in the the parent soil unit (if properly identified) may be loaded to 4000 psf. All spread founda- tions should be at least 16 inches in width. 4. Excavation slopes in the glacial till formation may be made near -vertical to heights of 10 ft or more; however, care should be exercised in the making of steep cuts to insure that loosened portions of the formation or extrane- ous upper deposits are not a part of the steep excavation face. 5. Lateral earth forces agaifist retaining walls or founda- tion walls may be calculated on the,basis of an imaginary fluid having a density of 30 pcf (where the backfill is level) or 60 pcf (for steeply sloping backfill)., 6. We anticipate that the lateral resistance of the foun- dation elemen�s will 'be found in base friction; this may be calculated on the basis of a coefficient of friction of 0.6 (ultimate). A safety factor of 1.5 is customarily used when appraising the stability of retaining walls in both sliding and overturning. 7. Settlement of foundation elements will occur from com- pression of newly loaded zones within the soil structure and recompression of disturbed portions of the bearing sur- faces. Recompression of fine-grained bearing surfaces will depend, of course, on the degree to which disturbance takes place. We anticipate that a careful effort in the prepara- tion of bearing surfaces will limit settlement to less than one-half inch., 8. Precautions Any bearing surfaces prepared in fine- grained soil units must be protected from the effects of ponded surface water or groundwater. In the event of pro- Tri-Pacific Corp February 8, 1990 Page 3 longed precipitation at the time of construction . it may be necessary tO.suspend operations or provide protection for exposed bearing surfaces. If the bearing surface should become disturbed at any time it Should be removed and replaced with compacted granular fill before foundation' construction. 9.. All material from excavation must be removed from the site and disposed of elsewhere. Surplus material cannot be loose -dumped on the slope. Should a retaining wall be con- templated to hold fill on the steep portion of the site# we should be contacted for guidance. 10. Any springs or obvious zones of groundwater encoun- tered during the excavation work should be provided with a lateral drain placed in a trench excavated as far as pos- sible into the wet area. When the trench has reached the maximum practical depth a filter -wrapped perforated'pipe, with the end plugged or capped, is thrust in without delay, and the annular -space backfilled with coarse washed sand. 11. All below grade spaces (including retaining walls) should be protected with carefully designed and constructed foundation drain's. These should be of perforated plastic, wrapped with filter cloth and Placed in a bed of washed pea gravel. A number of details are available to facilitate the drainage of the single -formed soldier -pile foundation wall; these will be rovided upon request. P 12 All 'surface drainage (roofs, patios, driveways and waier from Off -site upland sources) should be collected and disposed of to an approved location. Under no circum- stances should surface water be led into foundation drains, dry wells, or infiltration trenches. 13. Upon completion of construction, all exposed earth surfaces 6hould be protected with a vegetative cover having a close-knit root system and a broad leaf. We shall be pleased to assist in the continuing development of this property; we request that we be kept informed of project scheduling in order that we may verify the adequacy of the pre- pared bearing surfaces, and assist in the resolution of unfore- seen difficulties. T W WAS Very truly yours, NEIL H. TWELKER AND ASSOC., INC. 10 Ae� �QIST by ST ONA%_ Neil H. Twel-ker, Pres. NHT:nt STREET FILE CITY. OF EDMONDS 8 9 0 1 9 Ql'�' Address of Construction: SIDE SEWER PERMIT — ve7_? /-,) Property Legal Description (Include all easements): — N 7�// 7 - 0on - cz� - PERMIT N2\ 3480 WOOD LINE RF-CEIVED 1993 MAY I PUBLIC \NO Owner and/or Contractor: IE" 7 F State License No. ..,Frf: Building Permit No. _9c-20 7Co Single Family Multi -Family (No. of Units—) Commercial Public I certify thaLLdav\Ja read and shall comply with as indicated on the back of the Permit Card. Invasion into City Right -of -Way: 6 No . El Yes RW Construction Permit No. Cross other Private Property: P No 0 Yes Attach legal description and copy of recorded easement N ity requirements Date a CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALLWAPOW, PUBLIC WORKS DEPT. 7 7/ -0 -a ZL 0 Permit Fee: 0 Issued By Trunk Charge: Zs OD Date Issue Assessment Fee: Receipt No.: Lid No.: Partial Inspection: Date —Initial — Comments Reason Rejected: Final Inspection Approved: Date�"47A/3 lnitia%..� Date —Initial PERMIT MUST BE POSTED ON JOB SITE White Copy: F,le Green Copy: I nspector Butt Copy: Applicant Revised 3190 'The City of Edmonds Side Sewer Drawing EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION REPAIRS n LID NO - ------------------ - ASMT. NO - ------------------ OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO. JOB ADDRESS --- T3(-. -- -- --------------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ -------------------------------------------------------------------------------------------------------------- EEE� -------------- TNAME OF ADDITION ----------------------------------------------------------------------------------------------------------------------- 6 1 1 4 'X'4S EiVr4rf E '31 e4,9 PWW-0001-1 1/75 (REVA 1/78) ( -4� I — - — . Approved: DATE -5--l-7- q3 --------- ........... I ............... By--- - - --------- F1 Buildi STREET ng Permit ----------------------Application Information ------------------------------ APPlication-#�. 9207 ' 69BLDG Date ... 12/23/92 Permit # ... 920769BLDG site -Address.. .. 17,101 7.2nd Pl W Job Name.--... ....Holroyd Unit # ..... ------------------ �- Owner Information ----------------------------------- Philip Holroyd ATA# 7417 000 012 00 Address.,......... 3838:Williams Ave W City/St/Zip... Seattle, -WA. .98199 Home-Phone.�.... Work �Pho.ne.,.,. -------------------- - i, '. 1 �4 ---�,.,Contractor Information -1 ------------------ ----------- Name.. Cont #... OWNER Address. Cityis't-ate/Zip. Contact-............ Phone. -------------------------- Arc I ect -jn-formation' ------------------------------ t Name. No'-Atchit`bdt",Ass'igned Arch*#..., Address ...... City/State/t`ip. Contact.. -'Phcin'e ... E.ng'i'n*ee'r.1nf Orbation -------- Name. . . N6il"Twielker -&'...'Assoc..: Engr # ... 284 -2410 Address.'....!.. 64,5�:!:42hd-:A City/StA i p t's 6A ft I e'. WA.� 981 .9 C o n t a c t . ....... Phone . . 2 8 4 -7 2 4.1. 0. Buildi --- pg and'Zbhing Data. Zone ... Lot.","Coverage.. t HeI ght Front.. Side; . Reiair.,.. 2.' 3. New...'.. X Add1tion-�:.'11`..,. . A-11tetation. -Heat ..... 0 Nature of Work.%`:'.�. _4CONSTRUCT NEW SINGL'E-. FAMILY -,,,',,RESIDENCE_-,, Occupancy Group.%;� -Oc6upanti., oa L Building Type Code,�'- SFR-VN .. :1, , $65. -12 Basement 1041. fii t'i.-S tot 1�q,3;6 �,S ory-%., - 3r( ''Story Over 3 528 'Dej S. N Total Sq.Ft.. 2077'' Bldg Value'' 101 `0 6 8.,- 3 2 Tot'Al Review'Fee... 316.1 . .1.6.: Permit Fee Fees 954.86 This Permit coveirs work to be'done on �iivateproperit'y' O�Ly'.. Any' 'cons.truction,or. public domain will require seperate permission. Hold Harmless: Applicant, on beh.alf of his or her spouse, heirs, assignee 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 dainaaes of 16?hatever nature, arising dii6ctly or indirectly frnm the isausnce of ttis permit. Is-uance o,'- this pRrvit shall nc-t be deemed to mod-ify.. I - vaive or reduce a.ny of any ci,�!, ordins.rxe r..nr lizit in any way the City's ability to e1-.f-C1::ce*&.jiy ordinance pro",�,ision. 1- hereby acknowledge that I have rend this applicat�_'.crt; Itnat the information given is correct; asid that I am the oimer, or the duly authorized ac;ent n_1 the owner. I ar----ree to comply with city and state laws regulating j! construction and in doing the work couthorized thereVy, rsc. person will be employeed in v--olation of the la of the State of Wash ington relating to Workman!* Compeneati.on InFurance. Owner/Agent Date Issue rate Expiration Date "REET FILE # -76- 4 ?- F J'V 0 TELEPHONE 284-2410 7 NEIL H. TWELKER & AssoCIATES, INC. PERMIT 0()1Jt4TEVk CONSULTING SOILS ENGINEERS 5645 - 42nd Avenue West Mail To: P.O. Box 99086 Seattle, Washington 98199 STREET FILE September 29, 1992 Phil Holroyd 3841 Williams Ave. W. Seattle, Washington Re: SFR Project Eagles Crest II Lot 12 Dear Phil: At your request we have reviewed the draws prepared by Insite Design, dated August 211, 1992. We present herewith a report of our conclusions and recommendations. '..-Ie conclude that the design of the foundations and the site preparation conform with the r--ccmm'endations of our reDort of Feb 81-1990. We shall be pleased to verify 'Lloundation conditions at the -time of excavation, if requested by the Cit-y of Edmonds. Very truly yours, :Y NEIL H. TWELKER AND ASSOC., INC. .-J Z� �by '"welker, Pres. Nei 1 H. i z NHT.:nt cc: City of Edmonds APPLICATION REQUIREMENTS TO: Permit Coordinator, Building Division FROM: Lyle Chrisman, Engineering Inspector OWNER: PLAN CK # E>LC ADDRESS:- —2-WJO,_ 1") DATE: After review of the subject Permit application, the following requirements mustbe met. I - Construction hours ard: WFEKDAyS .......... 7:00 A.M.-10:00 P.M. 2. A separate RIGHT-OF-WAy WEEKENDS/HOLIDAYS ..... 10:00 A.M.-6:00 P.M. - Construction Permit is required for all work on Publicproperty. (ECDC 18.60) 3. Truck haul route plan must be submitted an'd approved prior to permit issuance. 4. Builder/Owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d) S. NO WORK SHALL BE DONE 47THIN IS FEET OF STREAMS OR.10 FEET FROMANY CLOSED DRAINAGE FACIL- ITY BUILDERIOWNER IS REpSONSIBLE FOR IDENTIFY ING CON DIT IONS ON E D W 6 FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TH RA ING (ECDC 18.30.50G) (ECDC 18.30) TO CLEARING AND CONSTRUCTION. 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEM, T][GHrLRqES' CATCH BASIN INSTALLATION. FOUNDATION DRAINS, AND 'NSPECT'ONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. if an intersec handicap ramp may be required. Contractor shall meet with t . he City Engineering Staff to determine the exte tion is involved a issuance of the permit. (ECDC 18.90) nt of repair prior to 9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14 Waiver granted to__.%. (ECDC18.80.060D) 10. Driveways must be paved from Property line to City RIGHT-OF-WAY- Aseparatepe mitisrequired. (ECDC 18.80.060C) ri 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning Of construction refuse without a permit from tile Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30) 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. Connect n to 0 City sanitary system is required. A separate permit is required. Lll)#._� Fees paid: Yes No-- Charge 15�5 (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 18.05.010) 18. A TNAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTIArG OCC PANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90) U- 19. —LL- '-Tt�6 20. CIPPIr cc L - ..I - AL :z A tia 421. 4D >4 RECEIVED SEP 3 1992 PERMIT COUNTER H] 133UJLS s fE F, - -vp :2 f 1 L L RECEIVED SEP - 3 1992 PERMIT COUNTER " kE i-- 1�1 iz —Z:ii k= f— — —45 — —jo :le I " L-0 L :z = .1 '�::- " It= L— P-1 1-1 - lell .1-1 jLj oz U). 15-jU4 Z: Lu LtJ uj 0!� lu 1�1 jIll I X, A Z T 'A 0 'NRI I wo '\v"\w \N.W -.77-111, 711, TT-- V �V. < All, yp IL N 1 11A� LU 3 id L IU& z X In VL SEP 3 1992 IT COUNTEq ATTIC VENT JACr 12, Will IS E G 7 1 0 N I f 4 0 UINSITE D X a I D HOLROYD RESIDENCE P.-gallem"m -0 X m rn -0 c') CD m m STREET FILE PROJECT REVIEW CHECKLIST PROJECTNAME: -SVR PLAN CHECK #:-A 0 MDG -j PROJECT ADDRESS:— A110 I -1a)CA-0,W RECEIPT DATE: REVIEW D BY: (I nitial/Da te) PLAN. WATER :ENG] COMMENTS,. FIRE BLDG. SEWER STREET:.. Setbacks/Variance/Setback Adjustment Conditional Use Permit ADB Requirements ..... .. . 3 Other Zoning Requirements I . . . . . . ..... Underground Wiring Required .......... ....... -7 4 Lot Slope 15% . . . . . . . . . . . Z- 5 SEPA Environmental Checklist/Hydraulics Permit . . . . . . . . . . ........ --- -.6 Tree Cutting Plan 8 Plat/Subdivision Requirements Legal Description Verification Quit Claim/Street Dedications ....... Easements - Public/Private Engineering Storm Drain Review Fee Engineering 2.2 .............. V., - .13:- Inspection ee :p '. Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses A S.::. Setback - Storm Drain Line 16 17::. Open Ditch - Existing Culvert Required . . . . . . . . . . Culvert Size Shoulder Drainage/Shale Open Runoff W, Catch Basin Required Driveway Slope & Vehicle Access .......... .23 Sidewalk Required Curb & Gutter Required Curb Cut For Driveway Required . . . . . . . . . . . . . . . . . . . . . ................ Street Paving Required 6-: Right -Of -Way Construction Permit Required --------- ..... Street Name Sign Required ' Other Signing Required Bond Required For Public Improvements - - - - - - - - - - - - - - - - - - - - FEMA Map Check/Water Table . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . ...... Side Sewer Availability Vzt-2-- ........ Calculate Sewer connect . . . . . . . . . . ........ n Fee If No LID # 0 xr7 ...... ......... .......... ......... ... . . . . . . - - - - - -------- Create Street File Existing Water Main Size Water Meter Size Service Line Size Water Meter Charge Required.- -7 5 :-40 Hydrant Required Hydrant Size Existing Fire Line Charge Required - Sprinkler . Street Cut 4 2 '43' ,Miscellaneous ........ ..... - Reviewed By: FIRE PLANNING Olt %, a-)F-nGo--� ENGINEERING PUBLIC WORKS STREET FLE RECEIVED Critical Areas Checklist J U L 1 5 1992 Site Information Project Name: Permit Number PERMIT COUNTER Site Location: f4? -5 L c-.j 7- Lc �oProperty Tax Account Number 0 0 0 Approximate Site Size (acres or square feet): 000 iS� I Have you filled outa, Critical Areas Checklist for a project on this site before? General Site Conditions I ? - 1. Has the site been cleared or logged? Date of most recent action. Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil qpe(s)? A)de&,J,9_,J -- fLIc r CW r- V C _;, C, n ft\.T/ - �� _/1 I/Ic, 3. Describe the general site topography. Check all that apply. 2:17 T S I-pe- -Flat less than 5 feet elevation change over entire site. Rolling: slopes on site generally less thaii 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) slopes present on site of more thari 15% and less than 30Yo ( a vertical rise -JElly. of 10 feet of horizontal distance.) __$teep: grades of greater than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water no S. Site contains.areas of seasonal standing water. /10 --.Approx. Depth: 6. Site is in the floodway 40 floodpWn— __ f a watercourse. 7. Site contains a creek or an area where water flows across the grounds surface? fl CLflows are year-round? Flows are seasonal? 8. Site is primarily: forested mea do shrubs _; mixed 9.. Obvious wetland is present on site: /) 6 10. Wetland inventory or map indicates wetland present on site: Po 11. Critical Areas inventory or map indicates any Critical Area on site: Ye5- WAWtk:,C'riticakirela� stud uired. Y is "Or q 'A Deter mination Number. Reviewer Planner Date Rev W27192 STREET FILE City of Edmonds Critical Areas Determination Applicant: oyd Determination #: I CA-92-135 I Project Name: Permit Number: Site Location: lot 12, Eagles Crest Property Tax Acct #: 7414-000-012-00 72 and 172 Project Description: New Single Family House Waiver Criteria (all criteria must be found to apply): xx There will be no alteration of the Critical Area or its required buffers; xx The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; XX The development proposal meets the rninimum standards of the Critical Areas ordinance; xx The above findings are based on the following conditions of approval: I. The applicant must follow the requirements of the Building Official for construction on steep slopes 2. The applicant must follow the requirements of the Engineering Division for erosion control Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B. 150 (B) of the Edmonds Community Development Code. \IYA) -\-t,;, Name '--Qnatu��__ Date 890-194- City of Edmonds Critical Areas Checklist. Ile 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 develop t to the City. I The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas am 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 a�plication. 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: _4 I Y) �4 Name L Narne Title -V,,J <- .Ss� I will I CJL M S k) (7- C'<k Street Address I C C( City, State, ZIP Phone Signature Date Title Street Address City, State, ZIP Phone Signature Date RECEIVE 0 Critical Areas Checklist J U L 1 5 1992 Site Information PERMIT COUNTER Project Name: Permit Number Site Location: �_C,'!!;e k-3 6,--5 7- Lc� �v�Property Tax Account Number —1917— 0 0 0 — 0 Approximate Site Size (acres �r square feet): 5 000 Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions '? 1. Has the site been cleared or logged? - Date of most recent action: Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil qpe(s)? A)der&dcJ1-_L1C(CW rctuc/( _5 ox S", ��5- I-,, �,, --/, 3. Describe the general site topography. Check all that apply- :5 —Flat less than 5 feet elevation change over enti rie site. —Yolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet) —J:Iilly-. 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 Hydrology/Vegetation 4. Site contains areas of year-round standing water: no 5. 6. 7. 8. 9. Site contains areas of seasonal standing water. 17 0 --Approx. Depth: Site is in the floodway 40 floodplain of a water course. Site contains a creek or an area where water flows across the grounds surface? )IL -flows are year-round? Flows are seasonal? Site is primarily: forested - meadow Obvious wetland is present on site: /) 6 ;shrubs ;mixed 10. Wetland inventory or map indicates wetland present on site: 170 11. Critical Areas inventory or map indicates any Qitical Area on site: ye5 ForCity. Use On.ly ST0 DY REQU I RED: Critical. �Ln��'. sittidi'is'req uire*d. CONDITIONAL WAIVER: Critical area� study'not i WAIVER: Critical are�is studyls t equired. _92 , Determination Number. (�A RevieN Rev 3/27/92 STREET FILE �46,(,,ser z I � C., .,j k�d APPROVED AS NOTED 71, i� 16, -70 00 to N, ". A 'CCEPTABLE TIGHTLINE MATERIAL N- .. A� - - I-) P. gh, �kf) rA4) 45�;W - 'Si. 6-� �4 CO 1p Tw-= cF Q 74,-7 0�--�7 012 I t ,00F COVENANTS: Shake rdof-&��. Cedar siding -Brick OK Architecture control ctittee. Each purchaser to sprinkleip and ia dsca& a-r6unid ow :f lot and to conform to a landsca p a nL---' 0 mon a H.O. assn. for maintenance of a 3 0., estimated at approx. $30.00/Mo Each purchaser to put in an m ti light at the front of theirt, Final.approval to be toe i�mf Edmonds as to confor a el g conformity within th plat ;A r /0', 391 -173 3 A tz, 40, /0' 46' 0": N", A 04 2.0 K 11 -_ 40' P— '72 Pic, Ftl_ W 4 6S. 7 LW oo�; .3. 16, ION S. f -pal- PT erp ys �n WP kway t� e 19WI a/e I w ;I t 1,2. -to ;Z3,99 178- 1 1 7 2,4V.,-,---' a STREET FILE a CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION USE PERMIT ZONE NUMBER jos SUITE/APT ADDRESS / -7 C� N uj z r 0 OWNER NAME/NAME OF BUSINESS Paut L. Pewtzon LEGAL DESCRIPTION CHECK suBoivisibN NO. LID NO. z FE LU W z z Uj MAILING ADDRESS P.O. Box 19415 PUBLIC RIGHT OF WAY PER OFFICIAL STREE MA EXISTING — REQUIRED DEDICATIO PROPOSED TESCP APPROVED BY CITY ZIP Seatae, Wa. 98109 T—TELEPHONE NUMBER 821-6173 LOU cc NAME 4ame RIGHT OF WAY CONSTRUCTION P(RMIT REQUIRED 0 STREET USE PERMIT REQUIRED I� ADDRESS REVIEW By SEE ENGINEERING MEMD,�TED ��71-'70 CITY ZIP EPHONE NUMBER R REMARK 0 0 CC z 0 0 NAME TAi Paci6ic Cokpotation (Ja ADDRESS P.O. Box 19415 M ETE�VSE BUILDING J/PPLY SIZE URE UNITS Uj < CITY ZIP SeattZe, Wa., 98109 TELEPHONE 4 783-2 IRER RE STATE LICENSE NUMBER TAi Pac * 11202 SIGN AREA WED PROPOSED ENV. REVIEW COMPLETE EXEMPT —AD 8 N 0. z z z cr U 0 W W -j Legal Description of Property - include all easements (show below or attach two copies) SHORELINE 0 Lot 12,- Eagtu C&e.6t, RecoAded az Lot 1 VARIANCE OR CU PLANNING REVIEW BY DATE Edmond.6 View Div. I., Known a,6 Eagtu NoAt, Ph"e 1, Reco&4 oA Sno. Co. S �BACKS— FEET 0 1 F%R 0 T SIDE REAR HEIGHT LOT COVERAGE Tax Account Parcel NO. 7417-000-012-0008 / REMAR� 0 ;:: CL W W a 03 0 9 E&NEW E] RESIDENTIAL PLU 4ING 0 ADD/ALTER El COMMERCIAL CHANICAL REPAIR APT.BLDG. SIGN EXCAVATE, FILL FENCE DEMOLISH OR GRADE I— x —FT) CARPORT swim GARAGE REMODEL POOL CHECKED BY T�E OF CONSTRUCTION CODE HEIGHT z D SPECIAL INSPECTOR REQUIRED r1YES L-1 NO KA JOCCUPANCY OCCUPANT GROUP LOAD WOOD STOVE/ RETAINING WALL/ INSERT ROCKE RENEWAL REMARKS PROGRESS INSPECT111RNS PER UBC 305 (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLA Now -q'in to-A—;P'l OA4 0 P?J1 0 77AWA�, -Z�VSUi- t44 15*41,6 V 60tr NUMBER OF STOMES two w1bazement NUMBER 9F DWELLI G One 1UNITS7 NATURE OF WORK TO BE DONE (ATTA7 PLOTPLAN) FINAL INSPECTION REQUIRE��. VALUATION FEE PLAN CHECK FEE BUILDING PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewplks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided WorN is Started Within 180 Days U Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold lh�"�I— 11— t�.i- �d LAJ--�L--A— — �Al.'--- xy elv, ?3' J9 Z_ 1575 _?d . Ir. 14 14 d z Iz z 00, At 177 Z4 Qb 6. XZI 4000 % �Q 14. C, Iz rh Z k_3 % % N ,7 5/' 40 00' w 445;�' -4 , -- -i -w V/ 00 ,,�.Oo .?I ly 4400- 5&-oc"L Q4 for Voo I& J. i 4 'it u C,12 f, IV jp.) �)o L "000, 4! 11 - 0 0 Do w#Js Do u 7 0 , � /IrM. M/4- &S-fA) C,9 mv cr r' .,e 1, Voo '43-W JI.rp- (), 0 .1149, !21 51MI AoeQ'o) V'd)-(L) wit-noboly, (Imir 'zb Z4' 'ff, < kill /7 ILL. / 1) '76- 9 q 0 S-.-I 61' 74';- eVV C7 / 1 1 . . 17 - r -3 Y or zz— AZ9 ?01 C�; 39 I-,' ", 1" 9 -1 '01swo L— Of qz�l Ile A�c) z� L) lA((--cDptAo(( cD.cR COUNTER - 19411, 1 Xejj*�7, 98109 TO: Permit Coordinator, Building Division FROM: Dan Smith, Engineering Inspector ADDRESS 1-11,01 OWNER PLAN CHECK # After review of the subject building permit application, we have the following comments: 1. Construction hours are: WEEKDAYS ........... 7:00 a.m. to 10:00 P.M. WEEKENDS/HOLIDAYS..10:00 a.m. to 6:00 p.m. 2. 3. 4. 5. 6. 7. 8. A Right -of -Way Construction Permit is required for any work on City property. Connection to City water system required. Fees paid. Connection to City sanitary sewer system requirod;.obtain separate permi t. Fees paid. Water and sewer lines to be separated by 10 foot minimum. Driveway must be paved a minimu� of 20 feet back from City right-of-way; separate permit required. Driveway slope not to exceed 14%. 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. 13. Repair or replace all defective existing curb, gutter, and sidewalk. If intersection is involved, installation of wheelchair access may be required. 14-1 BLGPER/TXTFORMS — ED 1 0 N! Q IQ, "y P '�A BKDINO� DE RITMENT WORK �A ADDRESS OWNER �(Atoy& je APPROVED DAT=: BLDG. OFFIC! V,111, I T 14 1 ",J P, E F ZON SET HEI AuRN E C ar" r4PA Z G -----'SEP AV SETB S LOT CO AGE 52 —;;,CUILDING, - GHT SIDEWALKS 8,TRE_'ETDLD1 S U M) I V 0 N R, WEMDAFI ST' DV1*;_` -2 -NT EA ,�8_2c 67Hr-6fi, ", [�_� (!: �, I Y� 41 Ilk, f f 1,57 1 0) C. r7i & > 12t). T,0 T1614. F IqF�_ rl0 0 Z A sew -I. I 410, 0 r: z4 V(Aox V N_ KJ-40W VIEW -r - -,i- o F 11-1 VOLILA-I& -4& F� r I jg;- TAIA A�,,f7, CCO - o 1;?- - ACCEPTABLE TIGHTLINE MATERIAL ABBREVIATIONS: 14 And C. T. ceramic Tile F. G. Finished Grade KIT. Kitchen P.P.T. Pressure Preser- STOR. Storage L Angle CLR. Clear F.E. Fire Extinguisher vative Treated SUSP. Suspended @ At CL. Closet FX. Fixed LAM Laminate SYMM. symmetrical .5- Centerline COL. Column FIXT. Fixture LAV: Lavatory Q.T. Quarry Tile 0 aiameter or Round COM Common FLSH. Flashing T. Tread < Less Than CONL Concrete FLR. Floor MANUF. Manufacturer PAD. Radius TEL. Telephone Pound or Number CONN. Connection F.D. Floor Drain M.O. Masonry opening RAF. Rafter T.V. Television Square Feet CONST. Construction FLUOR. Fluorescent MATL. Material REC. Recessed TEMP. Tempered C.J. Construction Joint FTG. Footing MAX. maximum REF. Reference T & G. Tongue and Groove A.F.F. Above Finish Floor CONT. Continuous. FDN. Foundation MECH. Mechanical REFR. Refrigerator T.O.C. Top of Concrete A. F\G - Above Finished Grade CTSK. Countersunk FR"D. Framed MTL. Metal REINF. Reinforced T.O.P. Top of Plate ACOUST. Acoustical CRL.AC. Crawl Space Access FRMG. Framing M.B.H. 'Metal Beam Hanger REQ1D. Required THK. Thick A.C.T` Acoustical Ceiling Tile F. Furnace H.J.H. Metal Joist Hanger RESIL. Resilient TRP. Triple ADJ. Adjustable DEPT. Department FURR. Furring M.T.H. Metal Truss Hanger RET. Retaining TR. Truss -AGG. Aggregate DTL. Detail MIN. 'Minimum R . Riser TYP. Typical Aluminum DIA. Diameter GALV. Galvanized MLDG. Moulding RFG. Roofing T.L. True Length AV Anchor Bolt DIMEN. Dimension GA. Gauge MTD. Mounted RM. Room Approx. Approximate D.W. Dishwasher GRDR. Girder KUL. mullion R.O. Rough opening U.N.O. Unless Noted Otherwise ARCH. Architectural �DR. Door I GL. Glass R.S. Rough Sawn UNF. Unfinished ATT. AC. Attic Access DBL. Double GLU LAM. Glued Laminated Beam N.I.C. Not in Contract R.T. Rubber Tile AW. Awning D.H. Double Hung GYP. Gypsum NO.11 Number R.B. Rubber Base VAP. BAR. Vapor Barrier D.F. Douglas Fir GWB. Gypsum Wallboard NOM. Nominal VLTD. Vaulted BH. Beam DN. Down N.T.S. Not to Scale SCRS. Scissors V T.O. Vent to Outside BRG. Bearing D.S. Downspout HNDRL. H:ndrail SECT. Section VERT. Vertical BLK. Block Dwa. Drawing HDWR H rdware OB. Obscure SELF CL. Self Closing VEST. Vestibule BLKG. Blocking. D. Dryer HDWD: Hardwood OFF. Office STHIG. Sheathing V.C.T. Vinyl Comp. Tile BD Board HDR. Header D.C. On Center SHT. Sheet V.T. Vinyl Tile.. -_ R.i. Both Sides EA. Each HT. Height OPNG. Opening S.V. Sheet Vinyl . BOT. Bottom E.W. Each Way H.F. Hemfir OPP. Opposite SH. Shower W.C.1 Wallcovering Number BLDG. Building ELECT. Electrical B.C. Hollow Core O.D. Outside Diameter SDG. Siding W., Washer B.H. Bulkhead ELEV. Elevation H.M. Hollow Metal SIM. Similar W.C. Water Closet EQ. Equal HORIZ.- Horizontal PT. Paint S.H. Single Hung W.H. Water Beater CAB. Cabinet EXIST. Existing H.B. Hose Bib PR. Pair pX. Sink. W.P. Waterproof CANT. Cantilever E.G. Existing Grade HR. Hour PTBD. Particle Board SKY. Skylight W.P.M. Waterproof Membrane CPT. Carpet E.J. Expansion Joint. PTN. Partition SLD. Sliding WT. Weight CSD. Cased EXPO. Exposed INCAN. Incandescent PLTR. Planter S.C. Solid core W/ With CS. Casement EXT. Exterior I.D. Inside Diameter P.LAH. Plastic Laminate SPEC. Specification W/o Without CDR. Cedar INSUL. Insulation PL. Plate SO. Square WD. Wood CLG. Ceiling F.O.C. Face of Concrete INT. Interior PLYWD. Plywood S.F. Square Feet RRPD. Wrapped CEH Cement F.O.F. Face of Finish P.D. Pocket Door S.S. Stainless Steel CTR: Center F.O.S. Face of 8tuds JT. Joint PT. Point STD. Standard CER. Ceramic FIN. Finish JST. Joist PREsERv. Preservative STL. Steel PROJECT DATA: L,�i A10 F ;4'j-48Z + '_;V)&'_2) &,Z' ';S (100 1Z tl�) V�4 , onc jpA-�,_tcr , F-VM - I DRAWINGINDEX- C-0 60 V E w � e--, H � � J�Lf / -S, 17 L:-� �1 NSITE, .D E S I G N ROSS A. JONES ATA* 206-822-61-H 11-4d.-b-NE KIRKLAND,WA-98634 KrE,51 r__-��IC E� -7?- 1417-' FL_ w E,�v I --1 ("2 [-1 f:�, vh6s, DATE: 01 A'D6--t ":W_ COVER SHEET col: out 00i, KP Ice Nov lf�kle7 &-"z�-", a; Am now 4awass Owl Iq