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93-102764PLEA SE'PRINT T LOCATION nant (if known) Suildinsk Owner Name City of Federal Way y/ APPLICATION FOR BUILDING PERMIT •t� A PPL/CATION #: Address+ Lot # Assessor's Tax # _ Address City I State M Zip Phone Nature of Work APPLICANT Name (F,M,L) 1� Address f , City Dght arson C�h BULL.DING CONTRACTOR Company Name ` f Address A �J City Contact Person 'PAK LOW Contractor's # (card must be presented)) ARCMECT<' Name .. M" Address City Contact Person tl112A LEGAL DESCRIPTION IT State Zp Day Phone 4M-Z;7.,ZZ. Other Phone Fax G State I Zip Phone Fax ),-34ffG E iration Date v Verified 0 Yes El -- _ i Please COTRIete Reverse Side C00492 1R2--v 412. STRUCTURE . ng Use oposed User Permit includes: Type of Work: esidential Buildin g Plumbing Mechanical ❑ Other y ❑ Commercial ew ❑ ddition ❑ Remodel Cl Number of Units Deck Enter 1 st Floortjj4o sq ❑ Shed ❑ Other Area Basemen s Existing Floor Areasq ft)��q Proposed Total Area sq ftWater Availabilitte Sept X Project Valuation $,1� Zoning Existing Bldg Valuation $, LENDER .... Name Address City State Zip CAL CONTRACTOR 10, rContractorName Address Contact State Zip Phone Fax License. # Expiration Date Verified ❑ Yes ❑ No m� cor CTOR �D tractor Name �ddress TC tactPhone State Zip Fax nse # Expiration Date Verified ❑ Yes ❑ No PL't]1� mNIG FIXT`i7RE Water Closets Sinks Urinals Bathtubs Lawn Sprinklers Dish Washers Drinking Fountains Other Showers Electric Water Heaters Sumps Lavatories Washing Machine Drains MECHAMCAL UN3T COUNT- Fuel Type {electric/other) Gas Dryer Air Handling < = 10,000 CFM` 15-30 Tons Length>of leas Piping Range Furn <1QOK BTUs Air Handling > = 10,000 CFM 30.50 Tons Gas Log Unit Heater 50 + Furn > 100 BTUs Pens .Tons Miscellaneous Gas Hwt Fuel Tanks Hood Boilers Above Ground Conv Burner Duct Work 0-3 Tons„ , Underground 860's Wood Stoves 3 15 Tons Total Unit C' U *' .. ':::<;:::.> :;: ;>:; : DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the beat of my knowledge and further that I am authorized by the owner of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in investigation and defense of such claim), which may be made by any person, including the undersigned, and filed againat the City of Federal Way, but only where su claim arises out of the reliance of the City, including its officers enemployees, lo ees, upon on the accuracy of the information supplied y lied to the City as a pert of this application. P Y Owner/Agent: w'/ STAF' D HOMES December 6, 1993 City of Federal Way 33530 1st Way South Federal Way, WA 98003-6210 Attention: Mr. Ron Garrow Senior Development Engineer Re: Tract #2 Single Family Residence Permit #BLD 93-1154 Dear Mr. Garrow, This letter is in response to a letter received from Jeffrey Sharp regarding Federal Way City Code Sections 22-1473, 22-1524 and 22-1477. We would like to request a waiver for the following reason: The improvement as required would not be harmonious with ex- isting street improvements, would not function properly or safely or would not be advantageous to the neighborhood or City as a whole. If you have any questions regarding our waiver please contact me or Dan Lungren in our office. Thank you for your help. Sincerely, low _11� 01 Dawn B. McCluskey 16016 118th Place Northeast • Bothell, Washington 98011 (206) 488-2222 Fax (206) 488-0295 CITY OFI'C� 33530 1ST WAY SOUTH FEDERAL WAY, WA 98003-6210 AAL December 29, 1993 Ms. Dawn McCluskey Stafford Homes 16016 118th Pl. NE Bothell, Wa 98011 Re: BLD93-1154 Request for Waiver of Street Improvements Dear Ms. McCluskey: The City has received your request for waiver of the required street improvements to SW 294th St. for the above referenced project. The required improvements per the City Code include constructing a 40-foot wide paved road with vertical curbs and gutters, landscape strips, 5-foot wide sidewalks, and associated storm drainage improvements. The property is fronted by an eighteen -foot wide paved street with a drainage ditch and a narrow shoulder. There are no sidewalks or curbs in the area. Access to the subject tract will be by way of an easement through the development of Pleasant Hills to an internal private road. No direct access is proposed along SW 294th St. Right-of-way improvements were not imposed during the development period of Pleasant Hills although work was done internal to the site. Based on this information, a modification (not a waiver) is granted with the following condition: 1. The applicant will be required to widen shoulder of the road with gravel to the greatest extent possible on the south side of the right-of-way for that portion of the roadway fronting the entire Pleasant Hill site. 2. A No -Protest Agreement be signed and recorded for future formation of a Local Improvement District to improve the existing frontage roadway system. Enclosed is a No -Protest Agreement form for your completion and signature. Please return the executed form along with a check in the amount of $8.00 made payable to King County Records and Elections for the recording of the document. If there are any questions regarding the above condition, please give me a call at 661-4137. Sincerely, Rcy)""O�� '-k1340JU?_.'oUJ Ronald Garrow, P.E. Sr. Development Engineer I — — —' - - "5 ol'21v,! I15,o1' I op _ - .— ol Lfi LITf PANT MILL - - - T � ' _ - �. �_ i -►�,� �MEDWNERS i�`�`�IA?IDN. � _ r a I� i 1 110. ° 1 r2o• I o +�UtJSE MAIN�- ILI j z _ 12. K1 L_� 122 All IL 130 - - _ N &I' of tr. W - UTILITf 12' WIDE A • G, i7R1 VEWAY _ a, _ - � ` •� �' 9TaRM DRAI NA(i E A�-E5S Ewa" SENT - - ----•- �•� � TR,alJr '� VLD NU1'ES � I. AuERAcerm- 041' ELEV^TION 9:044-ITION PER FEoEp,�: WAY dRPINANC.,= 90-51 15 12i let '. 2• A85dLUTE Et,-P-V^TIOf4 GF 1k p&'S HICOl-IE.�-,T RICY�E IS }45!-pu EI.EvpTlol.�� 'MOIIlJN AT TALL Ml0-pojt4 'S ARE PER Exiyrlllf, ,pE. 4. L.oT ARC (INGL-IJDING a4``eMEN7) = �, 11S1. 3o (•34 per) I.oT �,OvERA�sE aF 4mi. 5 SF = 32 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences April 23, 1993 Project No. T-2199 Mr. Dan Lungren Stafford Homes 16016 - 118th Place Northeast Bothell, Washington 98011 Subject: Geotechnical Evaluation Pleasant Hill Plat, Lots 1, 2, and 3 SW 294th Street and 6th Avenue SW Federal Way, Washington Dear Mr. Lungren: We have completed the geotechnical evaluation you requested for Lots 1, 2, and 3 of the Pleasant Hill Plat in Federal Way, Washington. The purpose of our study was to explore the subsurface soil and groundwater conditions and to provide recommendations for foundation design. The scope of our work included test pits, review of geotechnical studies by others, and geotechnical engineering analyses. Our conclusions are professional opinions. No warranty, expressed or implied is made. Protect Description Lots 1 and 2 are located on the south side of SW 294th Street and west of 6th Avenue SW. Lot 3 is located immediately south of Lot 1. We understand that a single family residence will be constructed on each of the lots. The houses are to be one or two story, wood -frame structures. Site Conditions The subject lots are situated on a moderately steep, north facing slope. Some site grading appears to have taken place on each of the lots at some time in the past. Rockeries approximately 4 feet high are located along or near the common property boundary between Lots 1 and 3, and 2 and 4. Vegetation on the three lots consists of grass and small deciduous trees. FILERECEIVE 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821-7777. Mr. Dan Lungren April 23, 1993 Field Explaralion And LaboratoKy'Festing Our field exploration was performed on October 21, 1992, with a rubber -tired backhoe owned and operated by Evans Brothers Backhoe Service. Subsurface conditions at the site were explored by excavating four test pits to a maximum depth of 16 feet below existing grade. The field exploration was conducted by an engineering geologist from our firm who classified the soil conditions encountered, maintained a log of each test pit, and observed pertinent site features. Test pit information obtained by Geotech Consultant, Inc. for a preliminary geotechnical study, was also used in our evaluation. Soil Conditions Based on test pit information obtained, the site appears to be underlain by varying amounts of loose, silty, sandy fill containing organics and debris. The loose fill on Lot 1 was found to extend to a depth of 15 feet or more. On Lot 2, the fill depth varies from 7 to 13 feet or more. A test pit located in the north central portion of Lot 2 encountered a layer of quarry spall fill extending from 8 feet below grade to a depth of about 13 feet. Heavy groundwater was encountered in the quarry spall layer. Lot 3 has the least amount of fill. The fill depth on Lot 3 varies from 0 to 4 feet in the building area to as much as 6 feet in the northwest corner of the lot. Where penetration of the fill was possible, the fill was found to be underlain by medium dense to dense sandy silt. In Lot 3, the sandy silt is underlain by hard silty clay. Minor groundwater seepage was encountered in several of the test pits located in the lower elevations of Lots 1 and 2. Heavy groundwater was encountered in the test pit where the quarry spall fill was found. Foundations The primary geotechnical concern with construction on the three lots is the presence of unsuitable fill soils within the building footprints. Where there is no existing fill or where it can economically be removed and replaced, a house may be supported on conventional spread footing foundations bearing on the competent native soils, or on structural fill placed over competent soils. It is our opinion that the fill depths on Lot 3 are relatively shallow and that a house may be constructed on Lot 3 using conventional spread footings. Lots 1 and 2, however, contain significant amounts of fill which would not be economical to remove. Therefore, we recommend that houses to be constructed on Lots 1 and 2 be designed with foundations which will transfer all structural loads through the fill to the underlying competent, native soils. This may be best accomplished using augercast piles. Detailed recommendations pertaining to the design considerations for spread footings and for augercast piles are provided in the following paragraphs. These recommendations should be incorporated into the final design and construction specifications. (,!'EY OF. FEDMAL WAY E3UILDING l�FPT1 Project No. T-2199 Page No. 2 Mr. Dan Lungren April 23, 1993 Spread Footings The house to be constructed on Lot 3 may be supported on conventional spread footing foundations bearing on the competent native soils, or on structural fill placed over competent soils. We anticipate removal of existing fill within portions of the building footprint may require as much as 4 feet of overexcavation. Footings may be propottioned for maximum bearing stresses of 2000 pounds per square foot, considering both dead and live loads. When wind or seismic loads are included, a one-third increase is permissible. Continuous wall footings should be at least 12 inches wide and isolated column footings at least 18 inches square. Footings exposed to the weather should bear at least 18 inches below adjacent outside final grades. For resisting lateral loading, a base friction coefficient of 0.4 may be used. We recommend computing the passive resistance using an equivalent fluid weight of 300 pcf. This value assumes that the foundation will be constructed neat against the excavation or backfilled with a structural fill. Augercast Piling Augercast piling may be used on Lots 1 and 2 to transfer foundation loads through the fill and into the underlying dense native soils. For 12-inch diameter piles with a minimum of 5 feet of embedment in the competent native soils, an allowable axial load of 10 tons would be available for design. Greater pile capacities are possible by increasing the embedment depth or the pile diameter. We can provide additional pile design criteria if necessary. Full pile capacity can be used provided the pile spacing is equivalent to three pile diameters. Closer spacing in pile groups will require a reduction in the single pile capacity and will be dependent upon the number of pile and spacing used. For resistance to lateral loads, an allowable lateral pile capacity of one ton would be available. Estimated pile settlement falls into the range of one-half inch or less. For wind or seismic loads the allowable axial load can be increased by one-third. The piles should be reinforced in accordance with the structural engineers requirements. Augercast piles are formed by the pressure injection of grout through a hollow stem auger which is slowly retracted from the ground after advancement to the recommended tip elevation. The grout pressure used will compress the soils within the immediate vicinity of the pile thereby increasing to some extent the pile diameter and therefore the amount of grout required to construct the pile. Even greater grout loss should be expected if the auger encounters the thick quarry spall fill layer. For planning purposes, we suggest a 30 percent increase in the amount of grout necessary for the pile be considered. �: 3E(--"P'�:�VED 0f11.1, ? 7 1993 CITY OF FC-DL'RAI_ WAY C36,1ILDINC DEFT. Project No. T-2199 Page No. 3 Mr. Dan Lungren April 23, 1993 In construction of augercast piling, a higher than normal reliance on quality workmanship is required for successful installations. It is important that the grout pressure be consistent and uniform during the installation and that the retraction of the auger occurs at a slow uniform rate beneath a sufficient head of grout in the pile column. The contractor should have adequate means for verifying grout pressure and estimating the volume of grout used in the construction of the piles. Because of the possible influence on adjacent piles, the installation sequence should be based on a minimum pile spacing of five pile diameters. Once the grout column has achieved its initial 24 hour set, pile construction in between these spacings can be completed. Floor Slab Construction Where possible, existing fill should be removed from beneath planned slab -on -grade floors. Structural fill may be used to restore grade. If piles are to be used to support the house, we recommend that the floor loads also be transferred to the pile system. Construction of a slab -on - grade floor over the existing loose, debris -laden fill involves significant risk of irregular settlement and cracking. We trust this information is sufficient for your present needs. Please call if you have any questions concerning our report. Sincerely yours, TERRA ASSOCIATES, INC. Z22P1_%_Q_A_ Dennis B. Green Project Engineer T eodore J. Schollper, P.E. Principal Engineer ,£xpims 6/18/93 DBG/TJS:tm (,IV BUILDING DEPT AY Project No. T-2199 Page No. 4 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences May 3, 1993 Project No. T-2199 Mr. Dan Lungren Stafford Homes 16016 - 118th Place Northeast Bothell, Washington 98011 Subject: Geotechnical Consultation Pleasant Hill Plat, Lots 1, 2, and 3 SW 294th Street and 6th Avenue SW Federal Way, Washington Reference: Geotechnical Evaluation by Terra Associates, dated April 23, 1993 Dear Mr. Lungren: On April 29, 1993, we were requested by Charlie Voelker, project structural engineer, to provide additional design criteria for augercast piles to be used during development of Lots 1 and 2 of the Pleasant Hill Plat. Specifically, we were asked to determine augercast pile diameter and embedment depths for a pile with an increased allowable axial load of 15 tons. The following paragraph confirms information provided in a telephone conversation with Charlie Voelker's office. Augercast piles, 14 inches in diameter with an embedment depth of 7.5 feet in the competent native soils, may be assigned an allowable axial load capacity of 15 tons. Alternatively, 5 feet of embedment is sufficient if 16 inch diameter augercast piles are used. We trust this information is sufficient for your needs. Please call if you have any questions. Sincerely yours, TERRA ASSOCIATES, INC. Dennis B. Green Project gineer Pheodore J. Sc pper, P.E. Principal Engineer :FviRes 6l18/91 E�1fl DBG/TJS:jb cc: Charles Voelker, 903 - 5th Avenue, Suite 102, Kirkland, WA 98033 t.lt�€ 12525 Willows Road, Suite 101, Kirkland, Washington 98034 1 Phone (206) 821-7777 ' HLED for Record at Request of 2210 it -1% 1 EASEMENT 0 WHEREAS, ROBERT E. STEAD and DOLORES E. STEAD, husband and wife, are the owners of Lots 1 through 8 and 17 through 24, each inclusive, of Block 36 of Buenna as per Plat recorded in Volume 6 of Plats, Page 29, records of King County; and WHEREAS, V. J. McGINNESS and HAZEL McGINNESS, husband and wife, are the owners of Lots 17 through 32, each inclusive, of Block 28 of Buenna as per Plat recorded in Volume 6 of Plats, Page O 29, records of King County; and O C) WHEREAS, DENNIS BOREEN owns as his separate property Lots 1 Tr 0 through 32, each inclusive, of Block 35 of Buenna as per Plat CA recorded in Volume 6 of Plats, Page 29, records of King County; and WHEREAS, the Grantors herein, HERMAN E. REIMANN and ASTRID REIMANN, husband and wife, are the owners of a vacated westerly portion of 6th Avenue Southwest of the Plat of Buenna; and WHEREAS, V. J. McGINNESS and HAZEL McGINNESS, husband and wife, are the owners of the East half of vacated 6th Avenue Southwest, Plat of Buenna adjoining Lot 321 and WHEREAS, the Grantees, ROBERT E. STEAD, DOLORES E. STEAD; v. J. McGINNESS and HAZEL McGINNESS and DENNIS BOREEN, desire to use said property for the purpose of ingress and egress to the above described properties owned by themselves respecti ±ly, and for the further purpose of any and all utilities which may be neceki=ary to service said properties, Second Parties herein, IT IS HEREBY MUTUALLY AGREED As followss Grantors, HERMAN E. REIMANN and ASTRID REIMANN hereby grant, assign, and set over to the parties of the second part, their heirs and assigns, a non-exclusive easement for the purposes of - 1 - 97.04.01 00942 D REGG F 7.00 CASNSL 00 T X� • -i - � r r� D ingress, egress and utilities over and across the following described real estate situated in the County of King, State of Washington: The Easterly 30 feet of that portion of Fir St vacated, lying to the West of the center line,ck 27 of Buenna from the edge of South 294th Street therly 160 feet, Block 27 of Buenna; r � TOGETHER WITH the Easterly 15 feet of that on of Fir Street lying to the West of the centerI Block 27, of Buenna; and extended Southerly to th nterline of vacated Southwest 295th Street. Per Plat recorded in Volume 6 of Plats, Page 29, records of King County, Washington. That V. J. McGINNESS and HAZEL McGINNESS do hereby grant, assign and set over to ROBERT E. STEAD, DOLORES E. STEAD and DENNIS BOREEN, a nor. -exclusive easement for purposes of ingress, egress and utilities over and across the following described real estate situated in the County of King, State of Washington: The Westerly 15 feet of that portion of Fir Street, vacated, lying to the East of the centerline of Fir Street adjacent to Lot 32, Block 28 of Buenna, and extended Southerly to the centerline of vacated Southwest 295th Street. Per plat recorded in Volume 6 of Plats, Page 29, records of King County, Washington. That the Grante their heirs and assigns shall have the right to use said easement for ingress, egress and utilities over and across the above described property in perpetuity; shall have the right to improve the same by virtue of grading, surfacing or landscaping, and shall further have the right to use such easement and right-of-way for any and all utilities which now or hereafter may be necessary for the development of the Grantees' property. WHEREFORE, The parties hereto have executed tbLi Easement this _ ��- day of 1987. � 7 ` Herman . Re ma n VK M Rt1e i R-y"'-..� f. -.. eimdnn Haze cC nness 2 `- STATE OF WASHINGTON ) \/ ) ss. �' COUNTY OF KING ) s.� EIMANN On this day personally appeared before me HERMAN ribed in and ASTRID R£IFIANN to me known to be the individuals d and who executed the within age nede�hensame asurhe} ee and acknowledged to me that they g vollantary act and deed for the uses and purposes th n mentioned. day of GIVEN under my hand and official seal this ' _ STATE OF COUNTY OF Notary Public in and for the Stat,e of Washington, residing at i.. Commission Expires'��' sa. On this day personally appeared before me V. J. Mcibed in and and HAZEL McutedEthetwithinknown and fo�egotng instruments anddescacknowledged who axeieir to me that they signed the sameas thereinrmentionedluntar' 3c and deed for the uses and purposesday of GIVEN under my hand and official seal this March, 1987 • 111 a 33ot ry 1P c in and for the State of , residing at Commission Expires -61UAVJ� 19%0 3