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20030130.pdfI DATE RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAME OF BUSINESS F5 1"21 111 05 I\ 7AILING ADDRESS ZIP TELEPHONE ef-7 -z, 7 NAME rLC,VAjT6C—jL1rLAL V&6jenkj 1`115r;ee-oATC- ADDRESS -L * ?- -z- I t-: j I a- a 45. r -r CITY ZIP ITTELEPHONE -y -'7S zo + 7--5- 7- S 0 NAME CBLN e14N96HAuJ Ime-, 1 "n ADDRESS CITY ZIP TELEPHONE IE12A,110-AW6 002.0 1 77:5- STATE LICENSE NUMBER EXPIRATION DATE j CHECKED B;7 B ft N 0 ,51 * q I' PROPERTY TAX ACCOUNT PARCEL NO. 00154- .660rocof3oo 'a NEW IrRESIDENTIAL PLUMBING I MECH 1:1 ADDITION %0 COMMERCIAL COMPLIANCE OR CHANGE OF USE 1:1 REMODEL 0 MULTIFAMILY SIGN 0 REPAIR CYDS E3 FENCE ( X FT) DEMOLISH [3 TANK [:] OTHER GARAGE CARPORT RETAINING WALL 0 ROCKERY FIRE SPRINKLER FIRE ALARM ITYPE OF USE. BLIMESS OR ACTIVITY) EXPLAIN: INUMBER NUMBER OF CRREITICAL AS OF DWELLING A STORIES UNITS NUMBE DESCRIBE WORK TO BE DONE ljt!�Vljl 5j.,,j47CCt FWA41L HEAT SOURCE GLAZIN LOT SLOPE % A14 r. el,+ S 1 (4, V7 -.2-1 PLAN CH -VESTED DATE ,�K INO: a - THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIoEwALXS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT APPLICATION: 180 DAYS PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION *APPLICANT; ON BEHALF OF HIS OR HER SPOUSE. HEIRS. ASSIGNS AND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEI/ER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. DATE SIGNED ei z Lei, v Z— U�jwf PERMIT EXPIRES USE PERMIT ZONE NUMBER JOB ADDRES:Zg,�.Z. sulTE/APT# PLAT NAMEISUBDIVISION NO. LOT NO, LID NO, LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP APP(OVOO RW Permit Requited EXISTING 690 Sir at Use permit Roq'd I.= n Requited PROP ED Sidewalk Required REQUIRED DEDICATION- FT underground Wiring requited METER SIZE LINE SIZE 0. OF FIXTURES P AEQUIRED 'fIV YES NO 13 15 REMARKS I OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE I0 ENGINEERING REVIEWED BY DATE Q..!WLA.E� /174 Z; - FIRE REVIEWED BY DATE ul it M WARIANCE OR CU SHORELINE OR AD1111 INSPECTION BOND REO'D I POSTED 13YEs ONO $ SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOYVED PROPPSED N/A\ HEIGHT ALLOWE PROPOSED , X N /N I ��G Q� EXP LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED 9 FRONT 1 , SIDE REAR i FRONT, L/R SI E REAR 1 3 2 1 2)syal 2310 261 1011 14:zl 26 P*KING I LOT AREA I PL6NNIW REVIEWED BY DATV IL REO'D I I PROVIDED 122 REMARKS CHECKED BY jTYPTVPMON COM— OCCUPANT GROUP V7 SPECIAL INSPECTION JAAEA 11)1!G OCCUPANT REQUIREDXyES REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REQ'O Description FEE Description FEE' Plan Check — I State Surcharge Building Permit e-1:9�941 AW — City Surcharge Plumbing Mechanical Grading Engr. Review Engr. Inspection Fire Review Plan Chk. Deposit L�= Fire Inspection Receipt # Landscape Insp. Total Amt. Due Recording Fee Receipt # APPLICATION APPROVAL CALL This application Is not a permit until signed by the Building Official or hi0er Deputy: and Foos are paid, and FOR INSPECTION receipt Is acknowledged in space provided. OFFI AT DATE J2z7z2-q 771-0220 RELOW BY JtATE EXT 1333 L IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL-FIlE YELI CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING z 0 M :i:fi a M C M -18 0 C r. A M 0 C —z o -n ,n M M a ai 0 0 Gn C co) C 0) M 0 X z z 0 1 0 M t ZE ,.p�P.OR RY GRAVEL CONSTRUCTION ENTRANCE L MTALLATICK %9 AqeA CM TWIS Ddnmia S�LALL BE &ZjAM OF ALL VSWATO� 0=3 AND OTIAR CII)AZT&CRAW MA YEAL TME40*015L SMALL BE PLACED TO TW SPifefiro CrgisC�d ANY DOAkkA FACILITIES IKOJIFED SECAL& CIP -"SMM 31OLD BE C0611iLCM TO rWE WmfCW-AT*d N Y19 PLAN 1820 1940 uc .0? 10 3! LOT 1 01 28. FIR SILT 4NCE141�'U A FEXISTING, RESIDENCE TO EIE FZEMOVED 1120 1140 -A KEN - - - - - - - CIARA&E SLAB EL,. I FelOVE\ I A.. I I f dWi VAOCS ASICMCI, -AY SMCILL2 at WrALLM ?a SPECIFICAT&M WW AJC X AUM"TEt 4' TO G'CM%W aALLA5Y PDM VEW4Y I 1- IWRAW-E CIMS016t TMIE KgGRMATE LAYER MIST 310re FIR i 0 LWT 0 "' ;41 N" IT MOT EXrW 04E RU C-01"MAX-RETAINN6 WALL OR ROCKERr *v eamb AMA TWE LJMYM OF TM! fNtpA= MnT ISC At LWT 50 PEET LCWl =111DITIO" CH ne SITE w X" n"f CONNECT ALL Xj tau CIF Y14 pw 16 wr pmvvw vvtu In$ f" DOUNSFOUTS 5 3-c nscec GCNTACT %M fill! GPA%fL. T1494 YK MOES rIAT aE WAWW [TERMINATE To IN TO SOLID LINE 4�44 SF. ISEFCM VeACLES Off R A fkftX $10= WISM LSATE)t L MJS* 06 CAFS" A"T FF40M NE DAWA4= TO A SEMM F. F. APEA TO MErOVE SWkW. A QA5M RACKIAY ALSO ae DETEN"JON E-L. 1110 UMD 10 KA* ILIA&Wi C04vgftNT *AD EFFECT"- T R _,r SY; SYST PER::%rj It CC#VIl ON kLuW 4ILL PRE-4kr MACAM ORFL(WOF= fvip 4 CNIO PLIMUC R6MTS-C*-QAY. US MY RECLURE PERICOIC T4 WATER TO MAN 10*01111536#6 QUITH I-WM it,0T- AS t"17KNSi DETTAW. WOLE Z. APO NPAR A?VfVR MEAN aff ANY 6MIC"JES USED TO 501114 EXIST rRAP 5MMW. ALL MATE AALS 5PILLW CNW IWAPLIAY . CATCH BASIK 28* FIR LATELY. 'X4 OR ICILIAL LW STAPLES PCST rA WE POW USE STAPLES OR WRE RWA ER rAEMC 04 F %f,.W Fa= FlCIST f-c 0c, MAT.MAL N $Is U- TO—c%CM c-pAm ca '0 ALL EXCAVATED OR FL DISTI.KBED MATERI�L TO 13E STQf;KF`iLE0 I XA:l, COVERED Is/ VI. N LUTPIN 74 "Z5 CIF -4 -.I?- TREUCLi MITATION CONTROL FENCE DETAIL TC 10 SCALE SEWER LINI ZONE SMCKS96 FRONT.. SIDE REAR -- OTHER HEIGH'1*� . ........... j� ECEIVED APPROVED BY PLANi\ti%iu DEC 1 7 20U2 PERMIT COUNTER 1- Ice 10"5 CAP LINE 7 PC , RCW r 26" 15 FIR 7 CEDAR -s Ilk 14- FIR 134 CEDAR < IV U 'MAX. LESS THAN V-d' 9K < ZCr E TAINWs UALL CR S r<r Z. W" ORS WiN OR SETBACK A4 HA): Ir IF ?440 MAwTAIII EXIST. III F1 Ex s /v// 166 FIR' - PR 2 FIR 25.te- s I I I -,�, / I \ ; \\ \ 1% -,A Jw fy 20' FIR di AW STE �Emovi ryp. 05.39- N89-)6-50"W ;:L\STA K — I—.. — a 1140 MOO 187.0 LSA 0 Ift 0 ell" -- PROP 9RTY ZDRESS ]IMPERVIOUS SURFACE NOTL; EDrONPS, WA. LOT (jpproxJ 2000 5f. ALL ORAK4615 5WALL �ITE PLAN NORTH EUILDIWJ 2314 SF. rt-RWM tO AFf P40VED 10, Il I ao-Got OWNER/CONTRACTOR. PORC40ECK 443 5F. APPROVED DETENTION F` e GEORGE ERADSWAU DRIVEWAY 1,815 SF. RPE 01 S. to, EIR.405WAW CONSTRICTICh 1111 CART ROAD TOTAL 4.6 32 SF. ECIII005, WA NOTE: LEGAL DESCRIPTION (475) 2140-51IS 51TE '0 RECEIVE ARCHITECT LOT COVERAGE CALC STRAW COVER OR LlYROO-SEZED PRIOR JAMF5 TWCMIAS, ARCWITEC! 35% LOT COVERACE ALLCUED BY STRIZIURES To OCCUpANCy ARCAITECTURAL DE5M A550CIATES lail ?7?1 --%/EFLC!r AYCENIC mc! -7- --- s 73 4 it COVER16E LiAoulw E��. WAWNGT'CN W201 NOTF: HE HT CA (425) 2513-06bi TAX PARCEL NUM13ER: RCICIF DRAINS 5PALL. T IN S* Ai 0! pre-:; IN C F IT . "V STRUCTUIUL ENGINEER F— I D.0-Atme "R FCCTIN I 7Gr BE MICHAEL MITCWELL DRAINS SHALL MITCWELL ENGINEERING W- CiCNNECrECl TO SANITARY f, 1821 168TW AVENLIE ME. PROJECT DATA SYSTEM TO AL 4 8 W 'AVG GRACE REDMOND. WA wml OCCWANCY R-3 .25D X MT. ALLC (425) 141-15M C"TFwTION Y-N EL. -24325, R 11 - I z91d1l 39 34FE u 01 z ks V) w a Z* 22070 0040mmumm spml I / 16.j (D 0 co Im" n rt It= m tA p ra Ln CD i-A 0 1 0 . ... �� I - GeoSciences Inc. Post Office Box 2385 Kirkland, WA 98083 Tel: 425.827.1084 Fax: 425.828.9443 George Bradshaw Job Number 22113 911 Cary Road November 19, 2002 Edmonds, WA 98026 Sub ect: Geotechnical Engineering Report New Residence 20612 - 86th Place West Edmonds, Washington Dear George: This report is the result of our work on your site at 20612 - 86th Place West in Edmonds, Washington. The purposes of our work were to evaluate the characteristics of the subsurface soil and groundwater on the site, provide geotechnical 'engineering design guidelines for shallow structure footings, and provide geotechnical engineering guidelines for earthwork and grading. The scope of our work consisted of logging and sampling two test pits excavated on site with a backhoe, engineering analysis, and creation of this report summarizing our findings and conclusions. No warranty is expressed or implied. Please see Plate 1 for guidelines in the use and application of this report to your project. Surface Conditions: The site is located at 20612 -86th Place West in Edmonds, Washington. The general location of the property is shown on the Vicinity Map, Plate 2. At the time of our fieldwork, the site was occupied with an older abandoned residence on a slight to moderate slope covered with light brush and some trees. Subsurface Investigat ;ion and Sumniga: Two test pits were excavated near the proposed house location at the locations shown on the Site Plan, Plate 3. The test pits were excavated to a maximum depth of 7.0 feet below existing grades with a backhoe. RF-C:E:1VF-0 okq)\ NOV 10 2CO2 I)EVELOPMENT SFRVICES CTR- CITy OF E00011I)S �Jg F777777 I . I 20612 - 86TH PLACE WEST November 19, 2002 Job Number 22113 Page 2 The test pits were observed, logged and sampled by the undersigned engineer during excavation. Although there may very well be variations from the following, we expect the subsurface description below to apply to much of the site: The site is overlain with about three feet of loose to medium. - dense slightly moist gravelly silty sand over dense moist gravelly silty sand. Both test pits terminated in this very dense soil. No groundwater was encountered during test pit excavation. The final test pit logs attached to this report are our interpretations of the field data and the laboratory tests. The stratification lines on the logs represent approximate boundaries between soil types at the exploration location. In actuality the transition may be gr6dual. The relative densities and moisture descriptions on the logs are interpretive descriptions based on observed conditions during excavation. The logs should be reviewed for specific subsurface information at each of the locations tested. Foundations: The proposed new structure may be supported on conventional continuous and spread footings bearing on competent undisturbed native dense gravelly silty sand. Some over -excavation may be required to bear the footings on the dense gray gravelly silty sand. A maximum bearing pressure of three thousand (3,000) pounds per square foot (psq may be used in structural design. The design bearing pressure may be increased by one-third to accommodate short term wind and seismic loads. All footings should bear at least%eightedn (18) inches below the outside finish grade. To preclude shear failure of the ground, we recommend continuous and spread footings have minimum widths of sixteen (16) inches and twenty-four inches (24"), respectively. If structural fill is placed under footings, the fill should extend out beyond the edges of the footings a minimum distance equal to one-half the fill depth. For example, if one foot of crushed rock fill was placed under an eighteen -inch -wide footing, the minimum width of the crushed rock (and therefore the footing excavation, would be thirty inches. 20612 - 86TH PLACE WEST November 19, 2002 Job Number 22113 Page 3 Our calculations indicate that footings bearing as specified above will settle approximately one -half -inch between building comers, between isolated spread footings, and for every fifty feet of continuous footing distance. Lateral loads such as wind and seismic forces are accommodated by friction between the foundation elements and the bearing soils, and by passive earth pressure against the foundations. However, passive earth pressure is only available if compacted structural fill is used to backfill against the foundations. The passive resistance in this case can be assumed to be an equivalent fluid pressure of three hundred fifty (350) pounds per cubic foot (pc�. Seismic Design: The site is classified as Seismic Zone 3 by the Uniform Building Code. We recommend the designer utilize a site soil coefficient of Sc in their analysis. Site Drainage: The site should be graded during construction so that surface water and all seeping groundwater will be directed away from the excavation. Water should not be allowed to pond where foundations, pavements, or slabs are to be constructed. Final site grades adjacent to the structure should be sloped away from the building for a minimum distance of five feet. t d h' b*6tin&,.--,4rains, �t are,:, required f&-this,'prqJec an s ould ;consisf.� I tt"d"Ib"' h d* PVC and with a ��'SIX1116hes,; drain' ro The center of the pipe should be Ola - c , e M the 6le , vation of the bearing surface. A non -woven geotextile fabric (Mirafi 140N, Supac 4NP, or other equivalent) should be wrapped around the outside of the drain rock. The PVC pipe should be sloped to drain, and may be connected the roof and surface water discharge pipes down -gradient and away from the structures. 20612 - 86TH PLACE WEST November 19, 2002 All drains (roof, surface water, and footing drains) should discharge to an appropriate discharge facility. If at all practical, gravity drainage is much preferred over utilization of a pump to achieve drainage. Excavations and Slopes: T Temporary and permanent excavations and slopes for this project must meet all applicable government safety regulations. Temporary cuts to depth of four feet may be attempted vertical, although they may not hold. Excavation slopes greater than four feet in depth should be cut no steeper than 1: 1 (Horizontal:Vertical) through the sandy soils. Flatter �J slopes may be required depending upon local variations in soil conditions and whether there is abundant seeping groundwater. Contractors 0 working in excavation and adjacent to slopes should use caution at all times. Sudden caving of the side slopes is possible. Permanent cut and fill slopes which are not otherwise reinforced should not exceed 2:1 (H:V). It is our opinion the new structure can be built at the planned location provided the footings bear on the dense soil and other recommendations of this report are followed. Basement and Retainina Walls - Basement and retaining walls must be designed to support the lateral earth pressures which abutting soils will impose. The following recommendations are for walls which are less than twelve feet high that support relatively -level backfill: Active Earth Pressure ................................. 35 pcf Passive Earth Pressure ............................ 350pcf Unit Weight of Soil, ...................................... 125 pcf Coefficient of Friction ................................. 0.40 The Active Earth Pressure recommended above assumes the wall can deflect at least 0.002 times the wall height. If this assumption is incorrect, a uniform lateral pressure of one hundred psf should be added to the wall pressure given above. The values recommended above are ultimate values and should be reduced by an appropriate safety factor (F.S.). In general we recommend a minimum F.S. of 1.5 for overturning and sliding. The resultant force from the soil (neglecting the passive pressure force) can be calculated by taking moments about the toe of the wall and should pass through the middle third of the footing. E, V� 71 20612 - 86TH PLACE WEST November 19, 2002 Job Number 22113 Page 5 The above design values do not include hydrostatic pressures behind the walls and assume that no surcharge slopes or loads (such as traffic) are placed above or near the walls. Design values can also be exceeded if heavy construction equipment operates above the walls closer than twelve feet. If any of these conditions exist then the above design values should be augmented by appropriate additional pressures. If walls higher than twelve feet are required for this project, please contact our office for additional recommendations. Basement walls should be appropriately waterproofed and all walls should be backfilled with a clean compacted free -draining granular soil. If on -site soil is used as wall backfill, then an approved drainage composite will need to be used. Both the granular backfill or the approved drainage composite will prevent the buildup of hydrostatic pressures. Granular wall backfill should contain no more than five percent silt or clay, no o . rganics, and no cobbles greater than four inches in diameter. The percentage of sand (from the #4 sieve to the #200 sieve) should range from 25% to 75%. During compaction of the wall backfill care must be taken not to damage the wall. The top.one to two feet of wall backfill. should consist of relatively -impermeable soil or topsoil. General Earthwork and Structural Fill: Site construction should begin by stripping and clearing the property of debris, existing utilities and fills, and any other deleterious material. Stripped materials may have to be removed from the site. Groundwater seepage was not noted during our fieldwork. Nevertheless, the contractor should anticipate and be prepared to accommodate moderate to heavy seepage into even shallow excavations. Structural fill is defined as any fill placed below structures, including slabs, where the fill soils need to support loads without unacceptable deflections or shearing. Structural fill should be placed above unyielding native site soils in maximum eight -inch -thick loose lifts and compacted to a minimum of 95% of Modified Proctor (ASTM D1557). Soil is typically difficult to place and compact as structural fill if more than three percent from the optimum moisture content -at the time of compaction. During wet weather or under wet conditions, structural fill should consist of a granular soil having less than five percent silt or clay (measured on that portion which passes the 3/4-inch sieve). During dry weather, water may have to be added to the soil to achieve the required soil density. 20612 - 86TH PLACE WEST November 19, 2002 Wet Weather Construction: Job Number 22113 Page 6 If the site is developed during extended periods of wet weather or in the winter, the following are anticipated additional costs and changes which should be anticipated: 1) Excavated slopes and any fill piles will have to be protected with plastic. 2) The excavated soils will be difficult to use as structural fill. 3) Foundation excavations may require over -excavation on the order of at least six inches and replacement with compacted crushed rock. 4) Numerous site visits will be required by this office to evaluate con . ditions, confer with the contractor, and make remedial recommendations. 5) Costs of maintaining the site and adjacent streets/ properties will increase. 6) A reinforced construction access road consisting -of geotextile fabric, quarry spalls or cement stabilization will be required. Closure: This office should also be retained to provide geotechnical engineering consultation and observation services during design and construction. This will allow us to: 1) Confirm that design conforms to.expected and encountered subsurface conditions; 2) Confirm that subsurface soils exposed during excavation are consistent with those anticipated; 3) Evaluate whether earthwork, subgrade preparation and subsurface drainage activities conform to the intent of the contract specifications and plans: and, 4) Provide recommendations for design changes in the event of changed conditions. While on the site during construction, we will not direct or supervise the contractor or work, nor will we be responsible for providing on -site safety or dimensional measurements. a 6 a It has been, a pleasure providing you with our professional services. If there are any questions concerning this report, please contact us, I L 4 1 1 1 1 1 1 74 of 1A IF I rII I If If I Vd I, It It 'I ti I I P IPP L4" 0 It O'f, "It 11P It' it 4. 1 If kP "If V q�* 'Llf: f It 1 4 t f f If I It, - fi j.11 I Ld I tt'.y I If It 411 1 P 13 t' ?r o I., jo IV to If i,... tL to 1, I rr If Id *1 tat I '-P2 f PLATE 1 GUIDELINES IN THE USE AND APPLICATION OF THIS REPORT 20612 - 86th Place West, Edmonds.- Washington The report for Job Number 22113 was prepared in accordance with local generally accepted engineering principles, practices and standards. No warranty is expressed or implied. The findings and recommendations contained in this report are based upon the limited services you requested. Geotechnical engineering requires the application of professional judgment, as no study can completely quantify subsurface conditions. It is our opinion the owner should, without hesitation, undertake any additional work specified in the report as it is our opinion this work is necessary to augment and/or fulfill site specific requirements. This report is an informational document, and is not to be used for contractual purposes. Any interpretations of subsurface conditions in this report, including the test pit logs and/or text discussions are based on our testing, analysis, experience, and judgment. There is no warranty that these subsurface conditions occur anywhere on the site except at the exact location and exact time when and where the field tests were conducted. Groundwater levels can be especially sensitive to seasonal and other changes. This report may not be applied to other sites or another project on this site without our written permission. We are not responsible for interpretations others may make using this report. The conclusions and recommendations in this report assume that the field tests which we conducted and our interpretations accurately portray and represent subsurface conditions at the site. If, during excavation and/or construction significantly different subsurface conditions are encountered from that described in this report, our firm should be notified at once to review these conditions and, if necessary, revise our recommendations. If there is a significant lapse of time between our . report submittal and the start of construction, we should be retained to review and verify site conditions. Unanticipated soil conditions are commonly encountered during excavation and construction, and this simply cannot be fully anticipated by periodic soil and/or rock sampling at widely -spaced testing locations. The owner should be prepared to accommodate potential extra costs through the development of a contingency fund. This firm cannot be responsible for any deviation from the intent of this report including, but not limited to the nature of the project, the construction timetable, and any construction methods discussed in this report. The recommendations contained in this report are not intended to direct the contractor's methods, techniques, sequences or procedures, except as may be specifically described in the report. This firm will not be responsible or liable for any construction, scheduling, or safety activity on this site. During construction we reserve the right to stop our inspections and other activities if there are unpaid bills which are more than 30 days overdue. LESS rMEAR THANTHIS NOTICE' r % qff r IN TM FRA I r r 'r NOTICE' IF TM DOCM IS a r a r r ffa IS EM E TO 71LFIEFW QL%Uff OF a X;qW 0 HM AW law 54 AV OWN HM cd AV 4 10 1 41 Zr SNIP RI I AS Wo cc: 1AY a OL cm an 0 A AV cd Ion a W NUI Af Ao t; 41 is cmn 4J P4 I I AV AL opq No 04 U AV s AV- 3 a > WWW AV V cd +c) k4 LAJ is Al a Hu AV co Ns 41P s cPJ 01 A cq -- ------- -- - PLATE 3 Site Plan 20612 - 86th Place West, Edmonds, Washington wle No wo,_ W wo Iwo - mle PAJO I Ilikle 1, — 1614" 10 6LT UVFIRI CARAW wvm,. MAX I A DRIVEIATI AIIL an as LH �TER"TE ICH UP FUt ALL EM)OWATMED 057UMED W VE 6T COVdEMFED tOW 24 OF VFIR AR 144FVt CWAR LE56 UM SW WAI ' W, U&L OR FWMty WW CRSETOACKANA) d2 4�44 5F. F.F. EL MO 13 IN A 00 Vr.T — — — — — :E—. i I \ OlkK Z, C6W ALL 06MFWS -.r %. f T 2 1. 4 I 0 k 4, 4 1111 �t �'j VY; I, .� 1 4, 1 i4 4 1 1 11 1 ITT I I, I t � T I 1 4 1 4 1' sI I It I k: It It 4, III I _d 10 It 4 It' I t 1 4 4 1 14 1 1 I I Id I It I % T TEST PIT NUMBER a TPA LOCATION a. Slope/Back yard GROUND SURFACE ELEVATION (ft msl) a 181 90 WATER LEVEL AND DATE (ft bgs) SAMPLE SAMPLE DESCRIPTION 0 j U Uj M W 0 0 CIO V) Cl) W M 0 M z (0 Brown Gravelly Silty Sand, slightly moist, loose to mediummdense. Gray Gravelly Silty Sand, moist, dense. 44� 640M 7� \Stopped at 7.0 feet. No GWT ATE.. 6:1 . I I . I L I r I I I I I I I I , - I I I I - I . 4 SOIL AND BORING COMPLETION LOG PROJECT NUMBER: 22113 PROJECT: 20612 - 86th Place West, Edmonds, WA EXCAVATION METHOD: Backhoe LOGGER: Mark K. Dodds, P.E. I TEST PIT NUMBER: TP-2 LOCATION: Slope/Back yard GROUND SURFACE ELEVATION (f WATER LEVEL AND DATE (ft bgs): SAMPLE SAMPLE DESCRIPTION z n -0 Brown Gravelly Silty Sand, slightly moist, loose to medium -dense. 2- 3- . Gray Gravelly Silty Sand, moist, dense. 4- \Stopped at 4.0 feet. No GWT ATE. 6- 7- _8� [777777 f, t�j APPLICANT COPY Height Calculation/Grading Verification Worksheet Address: Pern2it #: CP Date: A, Datum Point: B. Datum Point Elevation: C. Average Grade: 3. Max* '7(av 3`7 imum El6ration Allowed: b'7" 1 . erage grade) + 25 — 4.. Reference Point Elevation Shot to Housm' (U,U'J (datum elevation) + (grade to transit level Hue shot to house) JOG, 81 6. Measurements from line shot onto house to.roof nage: Total 7. evation-pc #6 = 11T, 17— f4 I a W"%; Up Was* 0 JT, 12- . (actual) is greaterCleas-sW /(allowed); therefore the house Is/ iT_�*n �. , is not over the height requiremefflier ECDC 16.2030 requirements a3referenc,e point elevation) 1� (Measurements from LATM&NKWMVAffl0Jki& CSk"OnGndiug WfifimfiOn WOrk"OtAl0c TRIP CHARGE; ON SITE M I '. INC. GEOSCIENCES TIME ON SITE Post office Box 2385 0 S T E TIME OFF S TE Kirkland, WA 98083 C/� Telephone (425) 827-1084 WrEATHER DAILY FIELD REPORT L &r-A- 6 -1 CLIENTIOWNER 2. 13" b5'.,d 4 IJ GENERAL CONTRACTOR'S SUPT. ON -SITE? I Y/N JOB TITLE PAGE 1, of PERMIT NUMB DATV IeA Ao DAY OF WEEK k;C�AP?4,6 FINAL PROJECT APPROVAL FORM z 9 0 m :;:fl V5 -Mq am c MO 0 80 c -q K 3: M M Z ca 0 -n n M M 065 0 r- 0 M C cn c (A M 0 Z z 0 z 9 0 m FINAL PROJECT APPROVAL FORM z 9 0 m =i =fi c MO 0 80 c --I r. XM mz 0-4 C2 0 -n m M 0 Vi 0 F_ 0 M C (j) c cl) M 0 Z M z V) z 9 0 m 2. 3. RE -INSPECTED OUTSTANDING ISSULS - AL Date �Sign e I:temp:bldg:forms:ocaprvl 3/25/04 90 e Incorporated August 11, 18 Sister Citv - Hekinan. Javan I . 21r EIVECIA 15 ATE REC P ERMIT EXPIRES �Iv USE PERMIT ZONE NUMBE 1- CITY OF EDMONDS R ._7 JOB SUITE/APT# CONSTRUCTION PERMIT APPLICATION ADDRESS 4�11 Z�Ll, 1-,211 OWNER NAME/NAME OF BUSINESS f-23 (2, N 0 :5 H I\ Lkj K% C_ PLAT NME/SUBDIVISION NO. LOT NO. UD NO. MAILING ADDRESS LID FEE S TESCIR AP L PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Perrnit=ad Street Use Permit Rocfd EXISTING. 6510 PROP913ED Impecdon Required CITY ZIP TELEPHONE Sidewalk Required REQUIRED DEDICATION a2 FT UnderWound C-U t, /I c, KI 0,�; J:) 7- e-) 4-,z. -5- 7 -1 t;- ej-Z -1,7 Wiring required METER SIZE LINE SIZE �RVREQUIRED NO. OF FIXTURES NAME YE No 13 A'S ne r- I A T, 6 34 REMARKS E ADDRESS SIBLE FOR EROSION CONTRaRAINAGE OWNER/CONTRACTOR RESPON (6 L= 7- 7 A v CITY zip 106fempis gall) TELEPHONE G d 5 V_ C— -r ey 1) z 0 t nto c, NAME CBLN N 9:514 A LU ENGINEERING REVIEWED BY DATE ADDRESS z LE 0 A o 1/1 64 V_y -.1b. FIRE REVIEWED By DATE U! -4 CITY ZIP TELEPHONE M A /11) 1J V::5 -5 .77 t.) VARIANCE OR CU SHORELINE ORADBW'I*--, IN EWI BOND STATE LICENSE NUMBER _,EXPIRATION DATE j CHECKED By Ed& POSTED 13YEs ONO s SEPA REVIEW SIGN AREA HEIGHT BED ALLOWEP PROPOSED in COMPLETE EXEMPT ALL07ED PROP I PROPERTY TAX ACCOUNT PARCEL NO. C 0 8 00 EXP 7/A !2r= ME so 0 E GE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.) NEW 13ESIDENTIAL PLUMBING MECH C LOW 0 PROPOSED FRONT I SIDE REAR I FRONT LIR Sig REAR I I I E tD I COMPLIANCE OR 2ry 2r,5 11 M AD IT 6N [j COMMERCIAL 13 CHANGE j "41--7 M P'IAKING I LOT AREA I PL4NNIV REVIEWED BY DATf 0 REMODEL MUOFAMILY RECYD PROVIDE FE G D REPAIR YDS X FT) REMARKS DffliePSH, 0 ER 0 TANK 0 _n 3 RETAININ G WALL F RE SPRINKLER _n 1,40-CARPORt. 1 0 ROCKERY FIRE ALARM .,(TYPq SS OR ACTIVITY) EXPLAIN: \ � 'N - — �OFW, BUSINE M M cu CHECKED 0" Iryp ION" OC GROU zz._14�27� 1 = �1 , 0 NUMBER OF CRITICAL 041 1 T E 0 DWELLING ARE$ SPECIAL INSPECTION ::Z I A OCCUPANT - - 1, UNITS REO LOAD C: ��,STQ IES UIRED XXE� ;,a_ 16ESCRIBE WORK TO BE DOkE 0 REMAR PR(PO IESS INS 'TIONS PER UBC 108/FINAL INSPECTION REaD PI 1�4 A/,!5 tic r Ci5,.hle A/ 0_ VALUATION vAl "f-d±9 $ 7 z FEE Descrilftion FEF."" n Descriptio Plan Check State Surcharge 82 M LOT HEAT 9OURCE GLAZING % 'A Building Permit City Surcharge q7 0PV1 W 6- 4 T% 4 _S 4- NESTED DATE Plumbing ZK20. PHE Mechanical *His Plmmrr AurmonizEs ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO 13C DONE ON PRIVATE PROPMW ONLX AM CONSTRUCTION ON THE PUBLIC Grading X DOMAIIII (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE :3 SEPARATE PERMISSION. PERMITAPPLI=N- ja' �blzlj =DWffHIN ISO DAYS ion PERMIT LJMM I YEAR!, ' PROVIDED WORK IS V Engr. Ins -ouuTiON SEE BACK OFPINI$ eERM!T FOR MORE INr ;A ORS Fire Review Plan Chk. Deposit NPPUCANT, ON BEHALF. OFt FA OR+IEFkS1POqSE,, HEIRS, NS AND SUCCES IN[TEREST, AGREES to- %%N"IFY, DEFEND AND HOLQ MLESS THE� CITY OF EDMONDS. WASHINGTM;0 -jEUpLOYEES;AWD NTS FROM 'ANY AND Fire Inspection Receipt # 10 4DE OR INDIRECTLY ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING D ECTLY FROM THE ISSUANCE OF THIS PER141T. ISSUANCE OF THIS PERMIT SHALL NOT BE CE LandscapeJnsp. Total Amt Due DEEMED TO MODIFY, WAIVE OR REDUVA WREQUIREMENT OF ANY CITY ORDINAN NOR LIMIT IN ANY WAY THE CITYS ABIL111 TO ENFORCE ANY ORDINANCE PROVISION.' Receipt # Recording Fee IHERE A V.E READTHIS APPLICATION: 7HAT.-THE INFORMATION APPLICATION APPROVAL By W I'Ahl"rilit OWNER. OR THE DULY AJTIJORIZED AGENT OF GIVEN i I E T I This application Is not a permit until signed by the THE OWINSEF.IAGRLT CoMpj� WITH CITY AND STATE LAWS REGULATING CONSTRUC- I TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL,SE EMPLOYED CALL Building Official or hisfher Deputy: and Fees are paid, and IN VIOLATION OF THE LAII�Pp CODE, OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged In space provided. WORKlif" COMPENSATIOtO'WSURANCE AND RCW 18.27. DATE OFF]lrp _9NAT ��Aa 1A0 SIGP�&R (OWNER P_AG9 DATE SIGNED 1,425) 44_,� leg - ? e9 0 771-0220 bATE RELEASED BY ATTEWION EXT 1333 21 �AI14_ 6 IT is UNLAWFUL TO SE OR &6jjPV, A BUILDING OR STRUCTURE UNTIL A FINAL iNSF.Eq� CERTIFI- .QW4 E,.ANP.APPROVAL ORA ORIGINAL - Fll F: YELLOW - INSPECTO wNttj).'6b&SECTI0N 109 PINK -OWNER GOLD-ASSES�ORR P CATE OF biddUMI GREEN - ACCOUN-rING KING 5 COPIES 04/02 A V_AR,E,MA_.