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20030066.pdfDATE RECEIVED / I CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME F BUSINESS y ax MAILING ADDRESS Z_,7 �' F Al 106 CITY ZIP TELEPHONE fmovxb 5 q��I-n 5 NAME ADDRESS I 19 -IS I PrNyl %e i)-cry CITY ZIP 'ITELEPHONE W WMr." -2 100&- AM Wg ADDRESS Lq 00 & 'go W CITY zip -[TELEPHONE .TbVviogn AS q%01�6 [1-)1-34' STATE LICENSE NUMBER '�&A &;S, 1: 0 _62 0 )ROPERTY TAX ACCOUNT PARCEL NO. T-ii 4 tf -14o2oL EfNEW [3'RESIDENTIAL 13 ADDITION COMMERCIAL 1:1 REMODEL MUL11FAMILY 1:1 REPAIR G CYDS [3 DEMOLISH TANK [3 RETAINING WALL ROCKERY ITYPE OF USE, BUSIN E��OR ACTIV" EXPLAIN: P"to4wirfilli.. NUMBER NUMBER OF OF DWELLING STORIES UNITS DESCRIBE WORK TO BE D9NE !LQ & V)C> 6 t- ,-4-t )( zz, C, Pei PERMIT EXPIRES USE PERMIT ZONE N U M B E R JOB SUITE/APT# PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP APP(Ov9d RW Permit Required . ..... street 1.110 Permit ROCIA EXISTING PROPOSED inspection Requir Sidewalk Required -t— REQUIRED DEDICATION— FT underground Wkina required METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED i YES13 NO 13 N REMARKS z OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE 1tjSfGWqf�C_' 6EQ,r) -061goslotIJ ct)f" ('6%—rit.Lm I Apr r2t% 1:71 Kitt t— gr-j �.� FIRE REVIEWED BY lin VARIANCE OR CU SHORELINE OR ADB# 11 INSPECTION I BOND CHECKED BY REO'D POSTED I 13YES��O Is I SIGN AREA HEIGHT SEPA REVIEW COMPLETE EXEMPT ALLOWED PROPOSED - ALLOWED PROPOSED, EXP W PLUMBING I MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS ( ) ALLOWED PRCIP08ED FRONT, 8ID§kd.W.AR FRONT L/RSDE REAR COMPLIANCE OR 0 0 11 -err +% I QV 0 N 5%70 1 H 2 0 CHANGE OF USE 0 M !�Z'v PARKING LOT AREA PLANNING REVIEWED BY bATE REO'D it 6 SIGN ],PROVIDED �) 1 clazj� U k FENCE XkW14 JW3 X Fr) REM��, 0 OTHER FIRE SPRINKLER FIRE ALARM -A CHECKED BY TYPE &r)trON OCCUPANT GROUP CRITICAL AREAS f\,7 OCCUPANT SPECIAL INSPECTION JAREA LOAD NUMBER Ly REQUIRED[]YES ccky REMARKS B/FINAL INSPECTION REa PROGRESS INSPECTIONS PER LIBC 10 APUAA-k) 0fXtALX> PEC_422._�' HEAT SOURCE GLAZING % LOT SLOPE % 1 1- PLAN CHECEO' . -VESTED DATE 2 - 5A�E_ THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBUC DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT APPLICATION: 160 DAYS PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEC 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 WHATEVER 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 I HERESY 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 ,JAIIIIN�NSATION INSURANCE AND RCW 18.27. SIGrE WN OR AGENT) _10ATE SIGNED %-y 0- fl'3 10-t- Description FE Description FEE D CrI an es Plan Check Plan Ch. State Surcha Building Permit City Surcharge 1_02 Plumbing Mechanical Grading Engr. Review Engr. Inspection Fire Review Plan Chk. Deposit Fire Inspection Receipt # Landscapeinsp Total Amt. Due Recording Fee Receipt # Lid APPLICATION APPROVAL CALL This application Is not a permit until signed by the Building Official or his/her Deputy: and Fees are paid, and FOR INSPECTION receipt Is acknowledged In space provided. E DATE 1A105) D�FAFICIAGN I 771-0220 _Lea� SED BY ATTENTION t:A 1 144,13 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL If 1�4 or A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOV 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 1 0 m am C M a 0 C m m 0 _n m m a 0 0 C K CA rn 0 Z. z 0 m BE tez — a Ir— IL -11� " VXISTIAX r- mlyewAl e .& Lom 4ve. bts&A*Aj . I to?v I/V I K) SURFACES TO 49HIN 2 DAYS l7v -46T TALE30T ROAD Se*ifT Cmias-. 6 `41TY COPYG 209 a 0 6 13 1.10 uj :> 0 I-ez CL a_ AJ% Lessi"w 95 jig Lo-r s j 0,p Af fevx 201�,v L(OT &mAft6e e* 1 L4 Z, Lu LLA its Ll (D Cc 0 LLJ Itf 10-5,98 FT. ftvea%t (.--moev as. 2,5 a 7?4N. 6%49- RECEIVED NOV 13 2002 L4 PERMIT COUNTER N�," 2 k0. In aj �V z! COLLONS ENGINEERING RECEIVED $205 NE 18th Owt - Rwwn, m W014 (425) 228AM - ?: (425) 22-MO JAN - 3 2003 PERMIT COUNTER 2xb FLAT BLOCKINGS YV bd @ 4"oc.. I BLOCK 5 BAYS 2 u 20 BRAZE @ 24moc. YV (2) A55 EACH END #4 0 10"or, VERT. #4 o 12"or, HORIZ. CIT"wy,y COPY 4" SLAB -ON -GRADE YV 104.N.M. SEE PLAN ASSUMPTIONS EFP ACTIVE 40 PCF CONCRTE @ 28-DAY5 2500 psi - -p m�" CA MICROFILM Pr*d 4W - Fox MOM$ Pr*d k 02-03 ode 11/05/02 SkM By MCI Sw 5x HEM-FlfeSILL PLATE W DIA. ANCHOR BOLTS AT lb"oc. FOR RETRO-FIT CONDITION USE %" DIA. SIMPSON, ViEDGE-ALL ANCHOR. EMBED ANCHOR 4142 WY 94EAR MLL SCHMXU HDWP. MARK 6APACZY (D SHEAM" BLOCK PANEL ME HAIM 0 ANCHORME OF JDW OR OLKW6 70 TOP FIATE 9=014 PIATE ATTACMEW FAMAILINS TO HOOID BELON ROM BOLTW TO COZ BELCH PI-6 250 FLF 1502' COX PLYYVOD or 05.0. YES 10d s bobc ASSF 0 IWor.@ 16d 0 boor, Wo a 48"co PI-4 950 PLF 15020 WX PLYWOD or OSB. YES 10d s 40ac AS7 a 120ce 16d o Slot, %9410 w0c PI-3 4W PLF 15032" WX PLYM)OD or 05.5. YES 10d e Bloc AW s boac 16d 9 40or. %00 a 32"ba PI-2 650 PLF LNS20 C42X PLYYWD or 05.5 YES 10d a 2006 AW op lom 16d 0 Smoc. %10 0 24W @ P2-4 PLIF IN32" WX PLYMOD at O.SB- Cwth 5Wn) YES 10d 0 40co 6@) AW s 606c. (2) ROVS OF 16d a Som %no a 20wor. @ P2-9, CISO PLF INS21 WX PLYHOOD or 05B. kft oWn) YES 10d 0 Swat ASSF a 4ac (2) ROYS OF Woo Wo 0 1600f, @ P2-2 IAO PLF , ISM20 WX PLYAM a- O.S.B. Wth oWn) - -- - I YES I IOd 0 2"m (�T AW 0 S"m �Ibds I S. of %00 9 12"m @ (D SHEM KALL GAPAGITIES, ARE BASED ON THE USE OF COMHION NAILS FOP. SM INALLS, VJTN PLymm OR OSB. SHEATHINS. MAX 97W SPACANS 16-ac PANEL E06E WAILINIS AMES TO ALL PANEL MOM NTNIN SHEAR HALLS. NAIL SHEATHINS To INITMwEDIATE FRAMNS MWffo YM 8d NINLS 0 120co. FRAKNS MEMSM SNALL BE SPACM AT NOT moRE TKAN 1600r,. (P FRAM1116 AT ADJOHNS PANEL MGM SHALL 13E S' NOMINAL (OR MDER) AND HAILS SHALL BE STA66UM IWERE PANEL OAPAWY JEWAM 550 PLF. MX PANELS ARE APPLIED TO EACH SIDE OF IKALL AND NAIL SPACN& 15 LESS THAN 60ac, PANEL JOINTS WALL 13E OFFSET To FALL ON DIFFMW FRAKNS MEHOM, OR FRAKNIS SNALL BE 30 NOKNAL (OR VIDEW AND NAILS ON EAC44 SIDE AT 20 OR LESS. (5) IF CALLMr REWRES, BLOCKINS, SHEATI" MAY BE PLACED VITH THE LONSITWINAL, DIMENSION VERTICAL SYM AND PLATE MLL 13E CiONSIDERED TO ACT AS BLOCXM. (1) HALL SHEAUNS SHALL EXTDV FOR THE ENTIRE INALL LEI*TH AT TFAT E"ATION AND SHALL BE COITINUIS ARO[W OKHN6S G) 8d NAILS ARE TO BE OA0A' DIAMIETER AND Z56 N LENSTH. 16d NAILS ARE TO BE 0.1620 DIAMETER AND A HNIKM OF %4 IN LENSTH. WLS SHALL BE INSTALLED 50 AS TO NOT SPLIT THE TIMBER FRAKN5 OR PDIETRATE THE PLYWW SMATHINro. (1) SIMPSON HARMARE &K4, M AWF, I NO SHALL BE INSTALLED ATH THE APPROPRIATE FASTENERS PER THE MANLIFAWIXES SPWIFICATIONS. @ USE 2'x2'xM6" PLATE WA%M AT ALL AWAM BMTS. @ SILL PLATES SLALL BE 5x NOKNAL THICKNESS. SEE NOTE 11 FOR EZEPTION 2x NOM1NAL. PLATES MAY BE LISED PROVIDED THE ANCHOR BOLT SPAOINS IS REDZED BY ONE41ALF ASS MAY 13E 9.WTlTVTED FOR ASSF Shear Wall Schedule M k" z CO) INNIS G) Z I - I I � . I . I. I I I � . I, I.' I,. 'I � I I I � I , � � . I I I Plow Fox ftsid"" PrOW k 02aOIS Deg lit 0/02 SkeM M4 got It t Fj 7 IZ%j I I . . . . I 1 9 . . . I. It . I I I I I I . I I I r t 1 4 111 k 4. 11 0, 14 If I I It IIIpIIIIIIIII I I . I I . I . . I I If 111 4 - - - - I - - r. . . . . . . kT L 0 4121 p 0 1 4. 1. 1 I If 1 4 If 4 If tfIpI I IF 1 19, 1 . I I .4� 4. 1 Z114(t I I I I 1, .. , , If II, 4 It' JM?IIIIIII d.LW 00,0000 F-Ik lt� III I C2.40 I III It . ..... I -1r, .1 It r.� I It I , 1, 1 If -o' I I k, ;4t 'If.. 0 it t I; ,,Jr04� I, tl 'r rT r: il I 1 9 1 r I I I I 1 4 If it A � I f I It. r1r: If I I I 91 I I It' If 1 9. 1' 11 k. I � I. I I d� 009 1 :,4 1 '.L.1 IIA 4`tI I , 1 9. .11 -,1 . :r, 10+c) (ZA Pofl I w I . r,�, L I I . 1 4 14 . -If .,4 1 1, 1 -l� !I: 1 9 1 9 1 1 19 1 1 1 It I I I I I I I e t ...... ljilz 1, '4 1. Ir, ll� _ J., 1'. , 4 A, I I.;.. It, i , 1 1, I I I 1 1. 4 't:' t 9 9 'p, t. I 1 0, .1 I fI "I I I I I I If '9 1 ... r.' t 1 -1 ILI IL J6 ,,I 14, 4-dl I I t If I Lk I .1. 1 It I. I I I I . I !'Ir gr It 'r It L'9 "rr 4"'IIk J, Ir' r' _r, -IF f2ooel ICA 1 4 Oz do� .... . ..... II 1 4 ...... E5ZA toe L, 70 cocoa WA 1 4 7526 r I :L' I. 'k I I 4 4 YSIO02 EXPIRES 11/02/2004 7 tiff I V1, 1 0 "q r UN Cornerstone Geotechnical, Inc. d� 6i November 7, 2002 Mr. Jack Fox 8228 Talbot Road .Edmonds, Washington 98026 17625-1301, Ave. NE, C102, Woodinville, WA 98072 Phono: 425-844-1977 Fax: 425-844-1987 Geotechnical Engineering Letter Fox Residence — Planned Garage Edmonds, Washington CG File No. 1390 Dear Mr. Fox: INTRODUCTION This letter presents our geoteclmical engineering review for the construction of a garage at your residence. The site is located at 8228 Talbot Road in Edmonds, Washington. The planned location of the garage is behind the existing residence at the bottom of a slope with a grade greater than 15 percent, and the City of Edmonds has required a geotechnical evaluation of the subsurface conditions at the site. For our use in preparing this letter, you have provided a copy of "Fox Family Garage Addition" by Jim Kemp and a retaining wall schematic b� Collons Engineering. The schematic assumes an equivalent fluid density for an active lateral pressure of 40 pcf. SCOPE The purpose of this study is to explore the subsurface conditions and provide our opinions regarding the retaining wall design. Specifically, our scope of services as outlined in our Services Agreement, dated October 29, 2002, includes the following: I . Visit the site to complete hand auger hole and evaluate slope geometry and conditions. 2. Review planned geotechnical retaining wall design parameters. 3. Provide our opinion of the suitability of planned site grades. 4. Document findings and recommendations in a letter and provide recommendations for wall design, as needed. 08 ' r7l Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 2 SITE CONDITIONS Surface Conditions The site is located to the east of Talbot Road in Edmonds. The lot moderately slopes up to the existing residence. A paved driveway leads up to the house and around the north side of the house to the backyard. A moderate slope rises to the east from approximately 20 feet east of the house. This moderate slope rises approximately 20 degrees for a distance of approximately 40 feet, contains two small (approximately 2-feet-high) rockeries, and is heavily vegetated with ivy, bushes, and evergreen trees up to 2 feet in diameter. The planned garage will be located within the toe of the moderate slope. To the south of the planned garage, an approximately 4-foot-high landscaping rockery sits at the base of the slope. Also, a wide, flat, grassy area lies at the top of the slope. We have included a copy of your garage plan and cross section, as shown in Figures I and 2. Geology Most of the Puget Sound Region was affected by past intrusion of continental glaciation. The last period of glaciation, the Vashon Stade of the Fraser Glaciation, ended approximately 10,000 to 11,000 years ago. Many of the geomorphic features seen today are a result of scouring and overriding by glacial ice. During the Vashon Stade, the Puget Sound region was overridden by over 3,000 feet of ice. Soil layers overridden by the ice sheet were compacted to a much greater extent than those that were not. A typical glacial sequence includes recessional outwash sand overlying glacial till overlying advance outwash. Explorations Subsurface conditions were explored at the site on October 30, 2002, by excavating a test pit with a small, track -mounted excavator. The test pit was excavated to a depth of 9.0 feet below the ground surface. The exploration was located in the field by a geologist from this firm who also examined the soils and geologic conditions encountered, and maintained a log of the test pit. Subsurface Conditions Our exploration encountered I foot of brown sandy fill overlying a topsoil layer. This topsoil was underlain by brown, medium dense, medium sand with gravel that graded to gray, dense Cornerstone Geotechnical, Inc. J �J Li Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 3 medium to coarse sand. At 8.0 feet, our exploration encountered a 0.5-foot layer of gravelly sand. This gravelly sand was underlain by the gray, dense medium to coarse sand that extended to the bottom of our exploration. We have characterized the underlying soil as advance outwash. We did not encounter ground water or observe test pit caving. CONCLUSIONS AND RECOMMENDATIONS General It is our geotechnical opinion that the site is compatible for the planned improvements based on our observations and explorations. The existing moderate slope appears to be stable with the existing geometry and subsurface conditions. We do not expect a significant amount of surfacial movement upslope of the garage due to the presence of the heavy vegetation. We recommend the garage structure be supported on the medium dense to dense outwash. Based on our observations and review of the provided documents, it is our opinion that the lateral parameters used for the design of the retaining wall should be acceptable for a non -yielding condition, as discussed later in this report. Temporary and Permanent Slopes Temporary cut slope stability is a function of many factors, such as the type and consistency of soils, depth of the cut, surcharge loads adjacent to the excavation, length of time a cut remains open, and the presence of surface or ground water. It is exceedingly difficult under these variable conditions to estimate stable temporary cut slope geometry. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations, since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and ground water conditions encountered. For planning purposes, we recommend that temporary cuts in the near surface weathered soils be no greater than 1.25 Horizontal to I Vertical (1.25H: IV). We did not encounter ground water in our exploration, but if ground water seepage is encountered during construction, we would expect that flatter inclinations would be necessary. Cornerstone Geotechnical, Inc. X 0�' Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 4 We recommend that cut slopes be protected from erosion. Measures taken may include covering cut slopes with plastic sheeting and diverting surface runoff away from the top of cut slopes. We do not recommend vertical slopes for cuts deeper than 4 feet, if worker access is necessary. We recommend that cut slope heights and inclinations conform to local and WISHA/OSHA standards. Final slope inclinations for structural fill and the cuts in the native soils should be no steeper than 2H: IV. Lightly compacted fills or common fills should be no steeper than 3H: IV. Common fills are defined as fill material with some organics that are "trackrolled" into place. They would not meet the compaction specification of structural fill. Final slopes should be vegetated and covered with straw or jute netting. The vegetation should be maintained until it is established. Foundations Conventional shallow spread foundations should be founded on undisturbed, medium dense or better sand, or be supported on structural fill extending to those soils. If the soil at the planned bottom of footing elevation is not medium dense to very dense, it should be overexcavated to expose suitable bearing soil, and the excavation should be filled with structural fill, or the footing may be overpoured with extra concrete. Footings should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and bearing capacity considerations. Minimum foundation widths of 12 and 18 inches should be used for continuous and isolated spread footings, respectively. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of 2,000 pounds per square foot (psf) be used for the footing design. Uniform Building Code (UBC) guidelines should be followed when considering short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than I -inch total and 1/2-inch differential between footings or across a distance of about 30 feet. Cornerstone Geotechnical, Inc. il _J I Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 5 Lateral Loads The lateral earth pressure acting on retaining walls is dependent on the nature and density of the soil behind the wall, the amount of lateral wall movement that can occur as backfill is placed, and the inclination of the backfill. Walls that are free to yield at least one -thousandth of the height of the wall are in an "active" condition. Walls restrained from movement by stiffness or bracing.are in an "at -rest" condition. Active earth pressure and at -rest earth pressure can be calculated based on equivalent fluid density. Equivalent fluid densities for active and at rest earth pressure of 40 pounds per cubic foot (pcf) and 62 pcf, respectively, may be used for design with the backslope of 20 degrees. These values assume that the on -site soils are used for backfill, and that the wall backfill is drained. The :above lateral pressures may be resisted by ffiction at the base of the wall and passive resistance against the foundation. A coefficient of friction of 0.5 may be used to determine the base friction when supported on the above recommended foundation subgrade preparation alternatives. An equivalent fluid density of 250 pcf should be used for passive resistance., To achieve this value of passive pressures, the foundations should be poured "neaf' against the native dense soils, or compacted 0 should be used as backfill against the front of the footing, and the soil in front of the wall should extend a horizontal distance at least equal to three times the foundation depth. All wall backfill should be well compacted. Care should be taken to prevent the buildup of excess lateral soil pressures due to overcompaction of the wall backfill. This can be accomplished by placing wall backfill in 8-inch loose lifts and compacting with small, hand - operated compactors. Slabs- On -Grade Slabs should be supported on medium dense to very dense native soils, or on structural fill extending to these soils. Where moisture control is a concern, we recommend that slabs be underlain by 6 inches of free -draining sand or gavel for use as a capillary break. A suitable vapor barrier, such as heavy plastic sheeting, should be placed over the capillary break. Cornerstone Geotechnical, Inc. F RV Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 6 Drainage We recommend that runoff from impervious surfaces, such as roofs, driveway and access roadways, be collected and routed to an appropriate storm water discharge system. Final site grades should allow for drainage away from any buildings. Surface water should be collected by permanent catch basins and drain lines, and be discharged into a storm drain system. A subdrain should be placed behind the retaining walls and should consist of 4-inch-diameter, perforated PVC pipe that is surrounded by free -draining material, such as pea gravel. The subdr-ain drains should discharge into tightlines leading to an appropriate collection and discharge point. At least 12 inches of free -draining soil should be placed behind the retaining wall up to within I foot of the surface, as shown on the plans. For slabs -on -grade, a drainage path should be considered that allows water collected by the capillary break material to drain to the footing drain system. Roof drains should not be connected to wall or footing drains. USE OF THIS LETTER We have prepared this letter for Mr. Jack Fox and his agents, for use in planning and design of this project. The data and letter should be provided to prospective contractors for their bidding and estimating purposes, but our letter, conclusions, and interpretations should not be construed as a warranty of subsurface conditions. The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our letter, for consideration in design. There are possible variations in subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this letter. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the exploration, and to provide recommendations for design changes, should the conditions revealed during the Cornerstone Geotechnical, Inc. I I I I I I I I I I , I I I : I I I I I I I I I I I I I I I I I I. I I I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � % I I I I I I I I I I I I I I I I � I I I I I I I I ; I o I � I I I I I I I I I I I I 1 7 I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I � I � I I I I I I. 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I I " I I I I I I I 6 I I I I I I I I I I I I If � I I - t . I I. I I I I I I I I : I I I " - I I I I I I I I I : r r - :1 I . I, I I. I I I 11 I : I I I I I I I I I I I I I f . I I I I .. I I I I I I I I �' I ' 'I I I I ; I ; I I . . I I ^.. I I I f . I I I I I -, I . I I f I I - I I I I I . I , I I I I � I I I I I I I I I , . I % I . I 0 1 I I � I I , I I I I 1, I I I I I ' I I t I I I I I I I I - I I I I I I I I I I I I 1, I III, III I ,I � I I I I I., 1 1, I " " .�. I '. � 1. I' , I I I I I I . I : I I 'I I I I I .' .' I I I � I I I I I I I I :4"'. I ,,,,r , I. I " . I I T I , ; I I I . I I I, , I., I I I I O I I I I . ; . I I 4 I I I 'j , , I I I I I I I I I , t I f I I I I I I ' : I I I . I I I I , I ' I , I I I I I . � . I I I I I I I I t I I . I I I I I 'I I I I I I I I 1 4 I I T 4 ; I I . I I I I I I I 0 I � I I I I I � I k I I I I I I I I I I I I I I I I I I I , ; I � I I I I I I I I I I : , I I I I I I : I I III: I I I F � I I I I.i frr" I " " I. I ' I I I I" , � t : 'I I I I I I , III I I I . I ; I 'I I I .I I I I " 11 I I I i ) I ;I. , I I I , ' ' I I I 1 .7 %: , I I! � I I I I 1 1 I , I - ' I I P I I I I I I I I I I I I I I I I I I I I ' I I I I I I I � " I t I I I I , I � I j T'- I I I I � � I � I I I , f I I j I ; I , I I I � I I I I I I ' � �'� I ; I' I I I : I 0 I I . I I � I 7 I I , . I I I I I I I , I I I I I I I I I I I I I I I I -I I , I j � I , I I I I I I I � ' � � I I I I I. I I r ; I .; I ,I I I I I I I % I I I I I I I I I I I I I I I I I � I , I ; 4 I I. � 'r , I , . K � if . I I I I I I , t ' I I I I I I I I I I I I : I I , I I I I I I I i I , I I I ; I I I I , I t I t I . I I I % I I L' I 1I , t I� I I . f I , I I I I I I I I , ; I I II .4 I I � I I I I I � I I I I I I ; I I f I I I I ' ; I I I I I , I I I I I I � I I I I I , I I I I I I � I � f �' I I I I I I I ; I I � I I I I I , I I I I I I I I I I % I I I I r I I I . I I � � I I I I I I I I � 0 1 . I I I I ' I ' I I I I , _P I I I I I I I I I I I I I I 1 4 I I I I I I � I I ". I I . I : � I I I I I I I I I I I I I I I I I I I I I I " : %I : I I 4 I I I I I I I ' I : I I I , I I , I I I I � I I I I I I I I I I I I I � � I I I I I I I I I I I I I - I I I I I , I I I I I I - I I I I I I I I 4 I I I � I .� I � � : -, -, - � : I I I I I I I I T .1 I I I I I I I I I I If . I : I I I I I I I I I I P I I I I 0' , I I II � I I " I I. I I 1 I I I I I I : � i I I -'� � I I I I I I I I I I I I I � I I I I I I I I I I I I I ,.I I I , , I I I , I I I r' I . I I I I I I I I I I I I I I , I I I I I I I I . I I I I I I I I I I I I I I . I I I I I , � � I I I I I : � : " r' - I , I I I I I I I , � t ! I , I I I I I I I I I I I I I I I I I I I ; I I I I I 1 4 I. � I I I � � I ' I I I � I � I I I I I I I I I I I , I I � Im I I I I I I t I I I I I I I 1; I I : i : I I , I I I I ' .. I I I I I I I � I I I I I I I I I I I I I " � I I I j I I , I I I � I I I I I I I 4 1 I I I I I I I I , I I I I I I I I a7 I I I I I I ' I I I I I I I I I � I I I I I I I % I I I I I I I r I I I I I I I I I : I I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4 I I I I I I I I I, III I I I I I I I I . I I I , I I " IT: I I ; II I I II 4 ' .' ' I I � I III .1 I 11 I TM� 1, I I I I I I I I I I I . . % " I I ? , .1 I 0 1 I I ' - I I I Geotechnical Engineering Letter Fox Residence November 7, 2002 CG File No. 1390 Page 7 - I - I I � I _ I .. a " I I �' 1. I I 6 work differ from those anticipated. As part of our services, we would also evaluate whether or I I I a a 6 not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our work, we have strived to take care that our work has been completed in accordance with generally accepted practices followed in I I this area at the time this letter was prepared. No other conditions, expressed or implied, should be I I I I understood. . 6 a We appreciate the opportunity to be of service to you, If there are any questions conceming is I I letter or if we can provide additional services, please call. I I Sincerely, I * Cornerstone Grv%technical, Inc. I */ i Z� t Jeff aub Senior Staff Geologist i UO%5V 40 a j �I V , V I I . f "I'43 810 L 4 : I I , �' - - - I 1EXPIRES _OW; 16 MY - -'-'l, I Rick B. Powell, PE 4 Principal Engineer JPURII Three Copies Submitted Two Fligii1rese 11171dVIIIIIII, Cornerstone Gi.m.1%technical, Inc. I I I I I I I I I � I I � ..I IIi * ifjI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I I I I I I I 4 I I I I I I I I I I I I. 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CL M 0 M 9 19:9 4- 1-1.&C 592v � U—�4P ;u r- cn 0 0 CL cn 60" ;u cn 03 0 CD CD M approximately 20 degrees ca General slope (down) V.4 0 CD 2 (D LOA f-1- CD "D a] M I p I f AT, 4 C4 T1, IT 'VA� C =71 141 �P,4 . . I . . . I . . . . . . . d % I T - d .0 �4 �d d d 4 It I 1p I p - 'd I d I d PL 4t L t L 4 1p FINAL PROJECT APPROVAL F z 9 0 m =i --fi vi � OM c MO 0 80 c �c m mz 10-4 0 -n mm a vi 01- 0 rn C (j) 9 (j) M 0 Z r- .AT X z (j) z 0 m RF,]NSpECM OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL Date ocVrvLdocktwV-.bWr-formslolol yoS 1 ?--4-0:5' 4 I IV Ilk, 0;'o .0 , I TDATE RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAME PF BUSINESS !T&,Y, &A F'k ec- V(4.- fnx MAILING ADDRESS ? TAI bo "CITY C( ZIP ITELEPHONE 95rz�j-n 5 Lfz 4 NAME Zll, w., ADDRESS '— 19-ISI. CITY ZIP 11TELEPHONE i V'd I - -- se 2kiiv NAME 'fox CBL�p ADDRESS OR -, 0 0 (o CITY ZIP TELEPHONE 02, f _7,R)y00_V%d5 q% 0jnj_ Q'rA7'd' I gnizidac Fit lunra EXPIR HECKED BY NO. Eff'%Ew [2rRE61DENTIAL ADDITION COMMERCIAL 'REMODEL muLnFAmiLy RERAi R CYDS r] DEMOLISH _�'GIMG TANK 0 RETAININGWALL ROCKERY 9 WME OF USE..BUSINfiSS OR ACTINFITY) EXPLAIN: 1, 7 [,NUMBER NUMBER OF 0 DWELLING -STORIES NITS is R �TO BE D DESCPJ13E WO K' ?"'n% CC NE tA- U HEAT SOURCE GLAZING % 0' AA& L1 sr, PLAN CHEC&WOL PLUMBING / MECH COMPLIANCE OR CHANGE OF USE SIGN 0 FENCE t X FT) NqTHER F RE SPRINKLER FIRE ALARM PERMIT EXPIRES USE ZONE 04�C�U PERMIT NUMBER eo JOB SUITEIAPT# ADDRES� PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP I fasw Approved Aw Parriat Requited Street Use Peffnit RWd EXISTING PROPOSED Inspect4on Required Sldvwalk Required REQUIRED DEDICATION FT Undswound Wiring required 13 METER SIZE LINE SIZE OF FIXTURES PRV REQUIRED 13 YES E3 NO 13 REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE m-Tlj 0 c� q r) .'70 el?o!�-' I a f) -r I IAA1-1 I K�� (t� V, K)h I ENGINEERING REVIEWED BY D TE 1111o3 FIRE REVIEWED BY D; TE Lu 01 lz VARIANCE OR CU SHORELINE OR ADB# INSPECTION BOND REQ'D 1[3YEsXNO POSTED 1 $ — SEPA REVIEW SIGN AREA HEIGHT COMPLETE ALLOWED PROPOSED ALLOWED PROPOSED LEXEMPT EXP LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.) ALLOWED PROPOSED FRONT SID R FRONT LIRSIDE REAR .. 0 I 1 It I r'l Q5 �(O:)4 , @51815 I 4 f A z 1 IY@5 6:� 2 PARKING LOT AREA LANINING REVIEWED BY bATE RFQ'D I PROVIDED REMLRI�S��, _j A I , A CHECKED BY ITYPE OrS)TION CRITICAL %,,W) — AREAS SPECIAL INSPECTION JARFA NUMBER REQUIRED 0 YES Af REMARKS PROGRESS INSPECTIONS PER UBC L(AY %k%1AJ?_%_4dA 1) ie )Z'JOA $ Description Plan Check LOT SLOPE % Building Permit !I && + VESTED DATE Plumbing GROUP OCCUPANT LOAD INSPECTION REO'D FEE"Descript Ion FEE ; state Surch= .Al CHY Surc�argg_' /1 A f .1r.10k Mechanical THIS PERMIT AUTHORCMS ONLV THE WORK NOTED. THIS PERMIT covEns WORK TO t: BE DONE ON PRIVATE PROPERTY ONLIt AM CONSTRUCTION ON THE PUBLIC Grading 2 :1 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REOtqRE 9 SEPARATE PERMISSION. Engr. Review - 180 DAYS PERMIT APPLICATiON. PERMIT UMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION ;A N BEHALF Of: HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS N P=10 AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF Fire Review 40� Plan Chk. Deposit /)W - ; , EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fird Inspectfon I Rem pt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY R FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PE MIT SHALL NOT BE DEEMED TO MODIFY; WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapainsp. Total Amt. Due NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. - Recording Fee Receipt N I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPR5 AL GWEN IS CORRECT.AND THAT I AM THE OWNER, ORTHE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE I:AWS REGULATING CONSTRUC- CALL This application Is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or histher Deputy: and Fees are paid, and IN,VIDLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged In space provided. WORKMEWS URANCE AND RCW 18.27. '$4W9 INS OFI�IPIA 4A E_ DATE _JNSATION SIGNAME110"61foR AGE" DATE SIGNED (425) 77 71 7 -0220 hELEASED BY DATO AYTENtION W 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE U NfIL 5� x A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW ZINSPECXOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPI ES GREEN - ACCOUNTING z 0 j 0 M =i:-n ra In 4 W f- �K M M 0� a 2 9-32 � 0 ic M M a —W 0 0 Fn C r. ro M 0 z 0 4 0 M