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21000 PIONEER WAY.PDF11111111111111 12823 21000 PIONEER WAY CITY OF EDMONDS 1'12/NEW A DDITION RETIREMENT ASSET INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DE�PT. No., PURCHASE ORDER NO. *PROJECT NUMBER 443 PURCHASE ORDER DAT E PROJECT COMPLETION DATE COST COST :�v B.A.R.S. ACCOUNT NO. ESTIMATED LIFE .0 . tnp INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY 14DEPRECIATE MONTHLY- DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT -.G-.,L. ENTRY REFERENCE DATE INITIAL VERIFIED BY PROCESSED BATCH NO. FINANCE. D§TR,EE F16 C I T Y of E-DMON SEP - 4 S1 D.E 'S E W E R P E R M I T For Inspection Call 771-3202 PUBLIC WORKS PERM,IT NO. 07766 Address of Construction: 00 0 ?10 h e,-,P (VA Property Legal Description (Include all easements): U)6 6 e k J Owner and/or Builder: L L C 4,z P ea4 I..'eW74 0 C 71'wl Contractor & License No: >t 1k Ivel 2 7 Single Family Residence Multi -Family (No. of Units Commercial (No. of fixture Units Invasion into C ity Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK I certify that I have read and shall comply with the items listed on the back. Era t e' P-ermit Fee: W. OC) iIssued By : 1-i— Trunk Charge: tDate Issued: Assessment Fee: Receipt No.: Partial Inspection: Comments Date Initial Fi*nal Inspection Approved: �_ L -8 - ��#_ , Dhte Initial co Rejected: CD Reason PERMIT MUST BE POSTED ON JOB SITE W cr_l Wh.ite Copy - File Green Copy -*Inspector Date Initial Buff Copy Applicant jhe City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS [--1 LID NO . .................. . ASMT. NO - ------------------ OWNER 41"A il., -tt-tA -------- -------------------------- CONTRACTOR --- ---------------------------------------------------------------- PERMIT NO. Q-71... JOB ADDRESS 2�PPJ;� ...... LEGAL DESCRIPTION: LOT NO . ..... 2� --------------------------- BLOCK NO - ------------------------------------ -- -------- ------- VO � )- ... .A, keope PWW-0001-1 1/75 (REVA 1/78) ....... - -------------------------------------------------------------------- -------------------------------------------------------------------------------- NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- 9 Approved: DATE ................. . By --------- Z .... . ... - --- - --- ------- --------------- STREET FILE ABBOCIATEO 04 rMk MEARTH BCIENCESg INC April 18, 1988 Project No. 8803-15 MDH Construction 2310 East Pike Seattle, WA 98122 -4Z9706 Attention: Mr. Michael Herrick Subject: Crib Wall Evaluation and Recommendations Single Family Residence 21000 Pioneer Way Edmonds, Washington Dear Mr. Herrick: RECJ4JVF-D APRZ 61988 PERMIT COUNTER RECi4JV1ZD APR 26 1988 PERMIT COUNTER As requested by you, we have visited the subject site to examine the crib wall buttress located behind (west of) the subject residence. The purpose of this examination was to evaluate whether the existing structure meets the intent of Chapter 70 of the Uniform Building Code and if not, to provide recommendations for remedial measures. Our observations, conclusions and recommendations are as follows: OBSERVATIONS The existing 10 to 11 foot high crib wall system consists of three tiers constructed of treated railroad ties. The lower tiers are 4 feet in height and the top tier is a maximum of 3 feet high on the north end. The bottom tier is located 5 to 6 feet west of the residence and each tier is stepped back to 3-1/2 to 4-1/2 feet behind the tier below. The upper and lower tiers are tipped out slightly and the mid level tier is battered I to 2 inches into the backfill. The backfill material consists of loose gravelly, silty sand which appears to 903 - 5TH AVENUE KIRKLAND, WASHINGTON 98033 (206) 827-7701 originate from the site. The bottom tier appears to be founded on or near dense, natural sediments. The mid -level tier is resting on 1 to 4 feet of loose backfill material and the upper tier is resting on 1 to 3 feet of loose fill material. The natural sediments exposed in the cut face above the crib wall and probed beneath the surficial soils at the base of the wall consist of dense, silty sand with some gravel. It appears that the original cut into the hillside approached a steepness of 1/2H:lV (Horizontal:Vertical) There were no indications of instability of the slope or groundwater seepage emerging from the crib wall area. ANALYSIS AND RECOMMENDATIONS The natural sediments exposed in the cut are capable of standing at a near vertical inclination provided they are protected from erosion and freeze -thaw action on the cut face. Therefore, the existing crib wall is not functioning as and does need to function as, a slope retaining structure, but must be capable of supporting the weight of the retained backfill. The crib wall will provide the necessary erosion and freeze - thaw protection for the covered portion of the slope provided that it remains in place. Therefore, the wall was analyzed for its overturning and lateral sliding stability under the gravitational forces acting on the mass of the retained backfill material. Our analysis indicated that the upper and lower tiers require additional support or other remedial measures to reduce the risk of a wall failure. To provide additional support for the lower tier, we recommend that small soldier piles be installed in front of the existing wall. As per Scott Douglas, S.E., of Douglas Engineering, the soldier piles should consist of 8-1/2-foot long W6X12 steel beam sections spaced 6 feet on center and embedded 4-1/2 feet below existing grade. The piles should be set in holes with a minimum diameter of 1 foot and filled with minimum 2000 pounds per square inch concrete. Since it would be difficult to set the piles directly against the existing crib wall, they may be positioned away from the wall and then later encased in 2 concrete to fill the gap. To verify that the piles are properly embedded into dense natural sediments and are installed in accordance with the intent of this letter, it is recommended that Associated Earth Sciences, Inc. periodically inspect the pile installation. To reduce the possibility of overturning, we recommend that.the north half of the upper tier be lowered by removing the top two layers of railroad ties. The upper backfill should then be regraded/removed to match the new crib height. To provide erosion protection for the exposed cut slopes, we recommend that a vegetative cover be established as soon as possible. The ground cover may consist of grass, ivy or other similar plants. Temporary erosion protection may be necessary until permanent vegetation can be established. Temporary protection may be provided by covering the area with straw. if possible, depending on property line locations and/or agreements with upslope neighbors, it would also be advantageous to establish an interceptor drain at the top of the slope to intercept sheet flow surface water before it reaches the slope. The intercepted water should then be tightlined to the bottom of the slope and into the site storm drainage system. Due to the presence of 1 to 4 f eet of loose, f ill material beneath both of the upper tiers, it is anticipated that some long term settlement will occur. Provided that the remedial measures presented in this letter are implemented, it is our opinion that the settlement will not cause the wall to fail but it is expected to be a potential maintenance item. Implementation of the herein recommended measures will bring the crib wall in compliance with the intent of Chapter 7.0 of the UBC. It must be recognized that some risk is inherent with construction on or near slopes, and that no amount of engineering can eliminate this risk. Our observations, analysis and recommendations are offered solely as a means to identify and reduce the risk to the owner. We are confident that this letter will assist in the successful completion of your project. If you have any questions, or wish to schedule inspection services, please contact us. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Bruce D. Blyton, Geote'chnical Engineer 7 Gary T. obdell, P.E., P.G. Principaff BLB/db 8803-15A DK4/8/88 4 off .T. LO,9,0 P L 0 ISTE. NAL t'4,11 'k . ASSOCIATED EARTH ,A rArMMSCIENCES, INC May 20, 1988 Project No. 8803-15 MDH Construction 2310 East Pike Seattle, WA 98122 Attn: Mr. Michael Herrick Subject: Inspection of Crib Wall Remedial Measures 21000 Pioneer Way Edmonds, Washington Dear Mr. Herrick: As requested and agreed, Associated Earth Sciences, Inc. (AESI) has performed and completed inspection services for the remedial construction measures which you have implemented on the crib wall at the above noted single family residence. These remedial measures were recommended to you in our previous report, dated 18 April 1988, and entitled Crib Wall Evaluation and Recommendations. Based on our random inspection of the construction it appears that all the soldier piles were of proper diameter, attained proper embedment, are in contact with the lower tier and contained the proper size and length of steel beam. Therefore, they should provide suitable retention for the lower tier of the crib wall. In addition, the upper tier on the north end has been lowered in height, the slope area has been planted with grass seed and some english ivy plants, and an interceptor drain has been placed on the slope near the interface of the natural sediments and crib wall backfill. All of these items were performed in accordance with our previous recommendations. The above items meet with our recommendations and should provide suitable protection for the crib wall structure. The interceptor drain must be regularly maintained at frequent intervals until the slope becomes adequately revegetated to slow erosion and sedimentation into the drain. Once the slope is revegetated, periodic maintenance by the homeowner should be adequate to keep the drain functioning properly. 903 - 5TH AVENUE KIRKLAND, WASHINGTON 98033- (206)827-7701 PIK - Thank you for the opportunity to be of service to you on this project. If you have any questions, or require additonal services, please call us. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Gary(A. Flowers, P.G. Principal Gary T. obdell, P.E., P.G. Principakz GAF/db 8803-15B dsk/4/8/88 LO&:%. Ile N'AL 2 j4 j, i!%� 0q, MEMO TO: Building i v i s'i on,`�' . ... .. �D F ROM: Engineering , D i v.i's'i o n SUBJECT Af ter revi ew of the subje"c t 6u i 1 ding permi t appl i ca tion we have the following comments: ij'' 1), Connection to City water system required. 2) Connection to City sanitary sewer system required. 3) Right-of-way permit required for any work on City property. 4) Driveway slope not to exceed 14'.. 5) Back water valve required if downstairs plumbing is below elevation of upstream, manhole. 6) 7) Water and sewer lines to be separated by 10 foot minimum. Builder/ownei�'T6spdnsibl'e for containing all temporary runoff and erosion on site and fnay pot impact neig�boring properties in a*ny way. Construction hours from '7:00 a.m. to'10:00 p.m. on wdekdays and 10:00 a.m. to 6:00�'p.m. on weekends and holidays. 4�7 ArM 6� Aau �fk&(3F, 4LAb 15-ol FAq,.l I Ly tll6e -10 7L- '30 9 0 W.19�710kl - /0 :7T LOT.'-: : .: _. I . 11-wi _D 11 RMItcy ril rim ubt "..,w PERMIT ZONE NUMBER UZ'L CITY OF EDMONDS ZONE ''CONSTRUCTION PERMIT APPLICATION. JOB NAME (OR NAME OF BUSINESS) LADDRESS L L cr lc� kv ar, I HeIrett-k LEGAL DESCRIPTION CHECK BDIVISION NO. ILI D'NO, JLU MAILING ADDRESS Z 1 0 a iL o ke 3.2q -`*,O-� NAME \j u0i ADDRESS 01 (26o 1 3 Pu CITY ONE NUMBER SC NAME kADDRESS L) c4r CITY TELEPHONE NUMBER Z 0 STATE LICENSE NUMBER 19,t-1137 Legal Dbscriptioh of Property - include all Basements (show below or attach four copies) PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING 40 REQUIRED DEDICATION PROPOSED-6.,9— RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0 STREET USE PERMIT REQUIRED 0 SEE ENGINEERING MEMO DATED 3,SUPPLY SIZE AA V SIGN AREA' ENV. REVIEW ALLOW PROPOSED I COMPLETE I EXEMPT W uj Z 0 Z W ), /Mul ITS cc �uj ADB NO. SHORELINE PLANNING REVIEW BY DATE VARIANCE OR CU YARDS �7 FRONT SID E i�!, REAR HEIGHT 2-11,PF LOT COVERA Z Lt-;- Z REMARKS -5 CL 9 NEW ADOIALTER REPAIR RESIDENTIAL COMMERCIAL RETAINING WALL PL&a'1NG D M c ECHANICAL fsIGN Vj JTf-� 9:7. DEMOLISH REMODEL EXCAVATE OR FILL . - PRE -MOVE INSPJ I I COMPLIANCE INSP. FENCE x �FT) swim POOL CHECKED BY ]TYPE h6�� OFQNSTRUCTION 11:- N CODE I )(�� HEIGHT os.-, SPECIAL INSPECTOR REQUIRED 0 YES 0 NO JOCCUPANqy GROUPe-_--� OCCUPANT LOAD . WOOD STOVE/ INSERT [:] APT.BLDG RENEWAL REM —ARKS NUMBER OF STORIES NUMBER OF DWELLING 2- 1UNITS NATURE OF WORK TO BE DONE (ATTACH PLOTPLAN) Z rrs ul- P6 I _Z�/SrW,9,Vf /e�- U/3 6 '30 <- PLAN CHECK FEE BUILDING PLUMBING MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, STATE SURCHARGE driveways, marquees, etc.) will require separate permission. Permit Application:'180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days ENERGY CODE '"Applicant, on behalf of his or her spouse-, heirs, assigns and successors In interest, agrees to indemnify, defend and hold uj j * harmless the City of Edmonds, Washington, Its officials, I employees, and agents from any and all claims for damages of 5c whatever nature, arising directly or Indirectly from the Issuance of this pe mit. Issuance of. this permit shall not be deemed to PLAN CHECK DEPOSIT modify,.waive or reduce any requirement of any city ordinance TOTAL AMOUNT DUE x 11 ,nor limit In any way the City's ability to enforce any ordinance provision." hereby acknowledge that I have read this application; that the '.information given Is correct; and that I am the owner, or the duly ATTENTION authorized age nt of the owner. I agree to comply with city and 1. state laws regulating construction; and In doing the work authoriz-, THIS PERMIT AUTHORIZES ed,thereby, no person will be employed In violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa- WORK NOTED -tI9rjInsurpnc@,.. INSPECTION SIGNATURE (OWNER OR AGENT) D TE S1 NED DEPARTMENT 01 7 CITY OF EDMONDS N ATTEN TION 771-320 2 IT *IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR OF A CERTIFICATE OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. VALUATION -Ioo,00 1 -1 APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space provided. OFFICIAL'S SIGNATURE DATE RELEASED BY: DATE ORIGINAL — File YELLOW — Inspector PINK — Owner GOLD — Assessor z(rV.Lz'W UlaXL�XST fiL Pj;tl� r I PROJEM ADDRMS: :?.,10D0?1Dr1ee;- CATION. RIMPT DATE 1, MIA Uil4§ jl� Reviewed by: initial/date) CO161,[E� PLANNING WTR/SWR STREET -ENGNRNG TUIIDING 1171 /77// 1 FI RE ,�,.Smq=,�I'AMILY/KMT.TPLLI/Ca4g=3:AL,,�� (6iicje��:diie) �CHECKED.. Planning,.. sEmAq:ADj.-,. 1111111171 ITI 77 7 T1 7 T/T7 77/ -// T/ / / -77 -77 / -77 T1 -777 CAMMEXPIREMENTS- CHEC;K:ED:;,��.�A,, 777/777777T/7T/777 REMENTS 4, 4 IEN /////7 Ive P`1 5 "VVEHICLE ACCES sm�!. Ilk; 111111177 7T/77777T77T/7777 ///////// 6 rw tv 1,9 �o,, DRAMOZZ PLAVI(Ozj� 77 111117111 7/rF77777 Site) 7 ISTREEEEM� FILE,, - lAv, - 8 AM 7 17777Tl7T77777777777771111 rim DMIPTIM VF MIFICATION 9 QUIV CLUM/DEDICATIONS; 10 T --7-7 777-77-717 77777777 :W604n, -Aj9riC/PRIW, let'; RIM ca*=TICN, IF NO Li 12 �;,'�'-TTTIT -171-1-171 PUT/SUBDIVISICiN REQUiR' EMENTS- 13 1111ZI 77TITUII 7/-6/87 iRIGM-OF��;`CONMUCTION PERMIT REQD 14 I , RBQD - FOR'PUBLIC IMPROVh74ENTS 7-//-/7T/-/7-/7T/7777-/ ///////// 11111171 //////// I , 15 �SqILS 0ONDITIMS GROM 77MI111 11111IT17 77771-FIT - NNIER FIErD C3 16 777777777 'STREET PAVING � REQUIRED 17 'aM --V 1111TR111 - AN6 RE6 18 7TITIT177 SIDEWAIX'REQUIR'ED 19 7 -T 77 /7 17TITITI f CURB"CLYr- FOR 'DRIVEWAY REOD, 20 777TRIII 91REET!NAME,SIGN REQD 21 777777 ITITT17-q-1111111111- on= srGNrNG REm ////// ///////// 22 1". ////77 /7T/= 77777777 1:! i , , 1. . SrDE'.SEWER AVAILABILITY ////// //////// 23 :, 7, 1 1; , " - : �, MfS�ING WATER MATN'S.TZE TITR7 ff I/ //////// //////// 24 T/T7777/7 77777T7777 WATER MMERMU 25 :,I �,- 7= 777777777 77771711 TTIT177777 SERVICE LINE SIZE 26 HMRANT� REOUIRM 111IT7777 27 1 , �!, : I �YbR�k SIZE :EX"IST3'NG T17177 ITTITT17T -ITITII-TI77 - 28 i�SPEC�TION''�, 29 ��'CHARGE REM 777TR 7,7777777 TTT11-17T7 - 30 FIRE LINE,CHARGE RELM - SPRINKLER d 7777777 31 C J,4 MEET cur 32 OPEN DITCH ECISTIM IVY 33 1TR11111 777777T/7 34 mo C, 1117777TTR7111 11R11111 35 SIZE, 36 Wiwi lot ////1//// 777777777 CATCH WSIN, 37 U 81;V 191 11111T -17T777111 cN �iii PLM 38 SHOULDER. DRAINAGE MADUAIN S. LUX OPEN;:RUNOFF 39 AP 14 411" 111117111 40, M REVIEWM PLANNING MGR. ENGINEERING MGR. PUBLIC WORKS MGR,