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22225 95TH PL W.PDF9333 22225 95TH PL W Recelved: 2/26/01 17:40; 253 850 0155 -> 5485741; Page 1 FEB-26-2001 04:21 PM JAEGER ENGINEERING 253 850 0155 P.01 JAEG E"R ENGINEERING '�Wer 9419 S. 204 PLACE - KENTl, WASHINGTON 96031 PHONE (283) 66"934 FAx (253) 850-0 1515 February 26, 2001 City of Edmonds Community Services Dept. 121 5th Ave. N. Edmonds, WA. 98020 RE: Ebel SFR, Plan Check 000-421 22225 95th Pl. W. Sir or Madom, I have been asked to review a request for a field change at the above project. Due to site topography, this project was approved with a pump station for the drainage discharge. As an emergency backup, the plans also show a pump station * overflow to an infiltration trench with a potential for surface flow dispersal. Due to the grading that has occurred, the . surface flow dispersal potential has been eliminated. -However, it appears that the site soils are much better for infiltration than originally onticipoted. Thus, it Is my opinion that the dispersal function of the overflow trench can be deleted while the infiltration capacity remains. Secondly, CB*2 is shown as a type I-L CB. It is located at the upstream end of the detention pipe (24" dlo.). It was asked. that we allow this. CB to. be deepened to a max. of 71, dm -to Invert. Since this Is a private system and since there Is a type 2 CB at the other end of this 50' section of pipe, It Is my opinion that this CB con be deepened. Please call me with any questions or concems. Sincerely, ames Jaeger, P.E. ?e City of Edmonds Permit No: RIGHT-OF-WAY CONSTROCTION PERMIT Issue Date: W, ,7,&nZg0 qr2ut pL Vj A. Address or Vicinity of Construction" B. Type of Work (be spetific): 91 co P;<v 1 ocl I C. ContractorlqDr-IC, FLiAr.-3 COP(J. JWC. Mailing Address-ULDI-JIN6 1-k-C-1116AL-01E, State License #: tT'HCo6bJ!P8 D. Building Permit # (if applicable):*;-w I — 0*0 Contact, Phone�90(o) Liability Insurance:— Bond: $ (n Side Sewer Permit # (if applicable): E. F1 Commercial Subdivision 0 City Project F] EUC (PUD, GTE, PSE,CHAMBERS, OVWD) F� Multi -Family Single Family F-1 Other INSPECTOR- U06240elAef— F PAVEMENT: F] YES EJ,NO G. SIZE OF CUT x H. Charge: $ CONCRETE CUT: [] YES ?f NO 3PLICANT TO READ ANE IDEMNITY. Applicant understands by hislher signature, to this application helshe holds the City of Edmonds harmlessfrom injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERMLS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT. * Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagget must be trained as required I by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. * Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. + Three sets of construction drawings of proposed work are required with the permit application. E IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENT, ANDACKNOWLEDG THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS Signat.ure: I f (Contractor or Agent) CALL DIAL -A -DIG (1-800-424555) PRIOR TO BEGINNING WORK FOR CITI Approved by: Time Authorized: Void AfterNA905 Pgow it �Spegial Conditions: USE ONLY .6 S 4A.f 6 Right-of-way Fee: fv Disruption Fee/Fund 111: Restoratiop Fee: Total Fee?16- ReceiptNo: J(,0t9!2b Issued by: je-nek jf�nz�� =.a - UPON COMPLETION OF PERMITTED WOR1� AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE.' 7 FINAL APPROVAL OF PERMITTED WORK. TY_5�1 iNsP2&bk,sSIGNAT6RE DATE: For inspection requirements see Engineering"Information Handout TRAFFIC.CONTROL PLAN City of Edmonds Submitted by: Juliano Nguyen 22225 95 PL W Engineering Planner Order # 107010711, 425-290-7026 Date:3/02/2000 200 FT 200 FT 200 FT Ln 125 FT TRUCK WITH FLASHING ORtWITH. BEACON <S> TABLE A SPEE T (MPH) TAPER LENGTH (FT) ' CONE SPACING ALONG TAPER (FT) OFFSET WIDTH 10, 12 25 105 125 25 30 150 180 30 35 205 245 35 40 270 320 40 45 450 1 540 45 NOTE: 1. FLASHING BEACON SHALL BE INSTALLED AT EACH SIGN FOR NIGHT-TIME USE. 2. DISTANCES MAY VARY AS APPROVED BY THE ENGINEER. 3. FLAGGERS REOUIRED TO CONTROL TRAFFIC WHENEVER THE CONTRACTOR MUST INTERRUPT TRAFFIC FLOW. 4. SIGN SIZE PER MUTCO. LEGEND: 0 CONE OR CHANNELIZING DEVICE (SEE STD T02) WORK AREA no .100 FT DISTANCE BETWEEN F - LAGGT WORK AREA 200 FT + 2T <6> 200 FT ONE L ROAD + AHEAD 200 FT ROAD DUSTMRMY I AHEAD City of Edmonds Permit No: RIGHT—OF—WAY CONSTRUCTION PERMIT Issue DatO.� C21--)001 A.' Address or Vicini I ty of Construction. Qs;Q 5 RL W 46� 16-101 o-1 I o, B. Type of Work (be specific): )Pe,y\�A%S'1)k 0*,1 t'�) V eG, &V,_16a "e-,04k. 'Is� QIL c4 9S L Q� 1 fl, I - 5-A \,I \",-" xa 6), 9 S -PL C. Contractor: Mailing Address: State License #: Phone: 3(�to-Ll/�4239 I -�o t�- 4/�i - Liability Insurance:- Bond: D. Building Permit # (-if applicable): ..Sidle Sewer Permit # (if applicable): E F-I Commercial Subdivision City Project EUC (PUD, GTE, PSE, CHAMBERS, OVWD)' 'E1 Multi-Fam"'.11y Rv SinglqFamily F] Other F. PAVEMENT: YES NO G. SIZE OF CUT x CONCRETE CUT: F� YES NO H. Charge: $ IDEMNITY. Applicant understands by �iglher signature to this applic Ids the City o ation helshe ho flEdm6nds harmlessfrom injuries, damages or'claims of any kind or description whatsoever, foreseen or unforeseen, that may be made aga'ihst the City 9f Jdmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defe-31sle" costs and attorneyfees by reason ofgrantinethis.pq�Tit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD.UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICHTIMEA DEBITOR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT. + Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305, and must have certification verifying completion of the required training in their possession. * Restoration is to be in accordance with City codes. - All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required with the permit application. IRAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNO WLEi)GE THATIMUSTMAKE THIME PINK COPY OF THE PERMIT AVAILABLE ONSITEATALL TIMES FOR INSPECTIONS ka0N%11x Signature: IILL�k Date: (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FOR CITY USE ONLY - - - ; C'e, Approved,by.- CW,'�CMOI� 1AK Right-of-way Fee: Time Auth - r'i,zed,: Void Afte' 1 01 Disruption Fee/Fund Ill: Special Conditions: -M#J:;F1r_ 61,1VJ'120L Restoration Fee: 09MA&ASM11-1411y 51 Total'Fee: �Cjn/ 57,12M . &JfiJ:z&-r tims o F,912 woet'? Receipt No �gW I �' Issued,,�y: ,)gg f AMC. MTJU AAAP;�-7iFO RF571,0FIVU 19, 0 ga 7t') &0 g X 3 �T, M, 7 - kF_ -ST—eJA E ,,-im 1%-rdxrA-AfnAQP&- 4L 1tAjV/X/y9xar_ --774 ZJI(;r. 04 A.A_77�,e I I _�__.— 1-1— - "'n 1 7 1-., t__ �` UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL 4 INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENTCODE. FINAL APPROVAL OF PERMITTED WORK. INSPECTOR'S SIGNATURE DATE: QU01- For inspection requirements see Engineering Informatiofi-fi-andout. NO WORK SI-IAIA_ BEGIN PRIOR TO PERMIT ISSUANCE JAEGER EN IGINEERING 9419 S. 204 PLACE 7 KENT, WASHINGTON 98031 PHONE (253) 850-0934 FAX (253) 85" 1 S5. May-25, 2001 City of Edmonds community Services Dept. 121 5th Ave. N. Edmonds, WA. 98020 RE: Ebel SFR, Plan Check #00-421 22225 951t. Pl. W. Sir or Madam, The drainage system for the above project includes a sump pump for discharge into the street, (95th PL W) drainage system. The plans were, revised and approved by the City for the inclusion of this pump. Whereas I specified a pump model Myers WHR 10 - I HP pump,, a different but equal pump was installed. The installed pump is a Zoeller model.N1 40. The information on this pump is attached and has been provided to the builder. The capacity of this pump is equal to the pump that was specified on the approved plans and is an appropriate substitute for this job. Attached is the'catal.09 cut and pump curve for the City fil6s; Please call me with any questions or concerns. Sincerely, ger, P.E. SECTION: 2.20.045 rL1WrY)UL1M.-Y 91AUF 109,79 FM1502 1200 Supersedes Product information 1299 presented here reflects Ue L --- - --- conditions at time of aLIA AX F fL7. publication. Consult factory regarding discrepancies or MAIL TO: P.O. BOX 16347 - Louisville, KY 40256-0347 visit our web site: inconsistencies. SHIP TO: 3649 Cane Run Road - Louisville, KY 40211-1961 http://www.zoetter.com (502) 778-2731 - 1 (800) 928-PUMP - FAX (502) 774-3624 COMPARE THESE FEATURES - Durable Cast Iron construction. - Non -Clogging bronze vortex impeller design, passes Y2" solids. - Oil -filled hermetically sealed 1 HP, single phase, 3480 RPM motor, with thermal over load protection. - Available in both single or double shaft seal designs. - Carbon/Ceramic seals. � Assembled with Stainless Steel bolts. � Oil lubricated bearings. - 15'U.L. Listed Neoprene cord with molded plug cap and ground wire. - 11/2" NPT vertical discharge. - Stainless steel lifting handle. - BN and BE models include a variable level float switch and 1 W X 2" PVC adapter fitting. - Operates at temperatures to 130OF - 540C in effluent or dewatering applications. - Corrosion resistant powder coated epoxy finish. Note:The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles. ............ ........... ........... ........... ... ........ .......... MAIL TO. P.O. BOX 16347 Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731 - 1 (800) 928-PUMP FAX (502) 774-3624 Manufacturers of... rZOLITY )UMM-9 FIMME /9,79 0 Copydght 2000 Zoeller Co. All rights reserved. 14 12 10 U.S. UTEI Uj HEAD CAPACITY CURVE MODELS "140/4140" TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING 40-- Ft. Meters Col. Ltrs. 5 1.52 91 344 — 10 3.05 84 318 15 4.57 76 288 35— — 140,4140 20 6.10 68 257 25 7.62 59 223 30 9.14 49 185 30— 35 10.67 38 144 — — 40 12.19 21 25— 20— 45 13.72 5 19 — 15— — 10— — 5— 'ALL 'o 20 30 40 5'0 6. 70 80 90 100 110 Bo 160 240 320 400 FLOW PER MINUTE 010904 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with orwithout alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik-Box available for outdoor installations, See FM11420. • Over 130*F. (54*C.) special quotation required. • Refer to FMO806 for 200* F. applications. I Ai * sie*is .- 53 4140 S;z:*s - 73 Iths. 14014140— MODELS Control Selection Model Model Volts -Ph Mode Amp Simplex Duplex N140__ N4140 115 1 Non 15.0 1 or I & 5 2or3&4 E140 E4140 230 1 Non 7.5 1 or I & 5 2or3& 4 BNI-40 BN4140 115 1 Non 15.5 1 or 1 & 5 2or3& 4 BE140 GE4140 230 1 Non 7.5 1 or 1 & 5 2or3 & 4 1/2 NFT SK1524A 1 112 NPI SK1524B SELEICTION G?UIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. Mechanical afternator M-Pak 10-0072 or 10-0075. 3. See FMO712 for correct model of Electrical Alternator E-Pak. 4. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. All ir!V&I4a*_:cn of controls, pm;�t1kni-i 4oykes ;;nd mr-Fig shoWd be do---o by ;3 qiia:ft�d lic.;m"sd AW et�Ari"; c4M sufrEy cr.dsz NW)lAl l;P f0liwq� the mmst :�Iecifif. C�WQ urj� 4�::e Oi=rj.W;;;jA S �4-!Avm; U; qf.-efth Ae.� WHA.1 RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. 6WL TO: P.O. BOX 16347 Louisville, KY 40256-034 7 Manufacturers of. . SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 �('IAIITY )ffffW'75 F1,VrF19,79 (502) 778-2731 - 1 (800) 928-PUMP http://www.zoeller.com 1M. FAX (502) 774-3624 @ Copyright 2000 Zoeller Co. All rights reserved. REVISIONS: N. RANGE 3 E. W.M. A PORTION of the S.E. 1/49 �-_3'ECTION 25, -TOWNSHIP 27 -7 FM ci 7y IJ 'NP;= r- tA H 0W.&Z 4-16 E) I N L-1c>- -7-S F�T`. DE-f-SP J0114TS IN RL7ER FABRIC SHAU BE SPLICED 'PJDCE )S,!- HILL PX:, -Z:206TH A r POSM USE STAPLES� WRE W1 I -a-w � JT 1. INA RINGS OR Ll Pr ROO W1 PP�Q 0 LF -----L L 14 ACH FABRIC 7-0 POSITS ST EcuivALEmr TO A T7` OR I r- VXr cov LA Po'l=- Qkui(E�,Z7,- 2x2' BY 14 Go. KtRr OR ST' Mir OF: UqSk 'W/ PtC�-T- 2'm2' BY 14 Go, WRE- OR �.,,2MTH PL ST 7 W 0 srRENGm rA&Ric USED STRENGTH FABRIC U= EOUIVALENT, IF STANDARD E:)UMMT, IF STANOARD Yd$T HOOP, LOC Ertl PARX TZ)j UpPeR HP1,11.10 HOLC> . . . . . ...... ...... ...... 212TH........... 0 ................... kii ST Z, PC) L�,l PR 0 F ,f Lr-_�-k F_ nL TER FABRIC .............. 4;7 ........ ..... SMUKE 9 5T :� Fs. , 21A so R1. t., I ................................. L 2' MIN. ........ L SW 2' MIN. 225rtf NTT7hCH1FQ _rO TVF RuN C ............ FL SW To sw� nri- R.1 G, 10 C01jDU%-r ... .. MIN. 4 je4' 7REWCH :t, SW 217TH T TO C�o I sw 21 sw � I ST 12 MIN. 2 Tril Pt -POSTS 12' MIN.' ti ST AWN. 4m4' 7RfWCH BACKnU TRENCH WIH 0 ZI LLJ `3, GMP Li U I "J, 3y --K60TH a4 D/r Y4." 11/2." \A^SHF-0 GP-44ML 2 CROSS SECTION I I 2 TW SW Tr= I K1 LEV Z_ST st4 ": b" PqC 0\45kPLD1tJ TS, STEEL, FENCE' SW 2*x4' 14000 POS POSTS, REUAR OR EQUI POST' SPAONG MAYBE =_j'Z Zk 35T �E = To P4 C_ INCREASED TO 8' S USED IF )WRt HACXING IS FRuIA ' I. I - a TD PID ko I V. I t,1LpT- NO TE: nL IER FABRIC FENLTS SHALL. BE INSTALLED 1. ANY DAMAGE SHALL BE REPAJRED IMMEDIATELY ALONC CONTOUR WENEvrii,,�Posvmr 01� c) ATSRn(IH r SEAL ell f�NC. ScH. 1W PtPE 4ROuT Ar-5 .3 2 IF CONCENTRAIrED FLOWS ARE EV10ENT UPHILL Or THE FENCES, 7HEY MUST BE INTERCEPTED kO Ct, Tr, AND CONVE� TO A smwur iRAP OR POND. ko 4S C bi PA, _WArTeRT1CvH7- SHEAR j. /r is ImPoRTANr To CHECK THE UPHILL SIDE OF THE FENCE foR -vwS or wr FvtIcE VICINITY MAP r 14 CLOGGING AND AC77NG AS A BARRIER TO FLOW AND THEN CAU.9NG CqANNEUZA17 Of- L8_AQ0Ur GArF_ ON N.T.S. ML:�. e) $.- j C;N I , I , 11 S%" ko FLOWS PARALLEL TO THE FENCE if' THIS OCCUR-c, REpLACE THE'FENCE ANDIOR �Mlkl) vJ/ si-I DE ka E�F.�M,�w REMOW THE TRAPPED SEUMENI. A� S4A3MF_4Z"�IBLFm RUW' C\1 7% SP WIN M-IgAs uJ P, H-ft> �4�) 09, IXUME N ORIFICE 0 Irr 4. N T MUS T. BE REMo wr onvi THE SEDIMEN T 15 6 HIGH. A" I r TO ULTRAWOLET BREAKDOJW, IT- SHALL ar GAI-NI. �SrL. FWE, S5 GPM 5 IF THE FXMT FABRIC HAS DVERIORATED DUE rj:E I I I � REPLACED. 6. *HERE ME 90' FENCE BORDERS *E`TLANDS AREAS. BMCHT a?AIIGE FVICINc (BELTON INDUS7MES J�Rou�j r.) Z, e r-T WT Sffr OW CRUSH&O STnE 80J. OR EOVIV&F Q) SHALL rE U ED 0 A 70CRIPTION GRAVS�L OR C0It&PACT;,=0 knVrz MXTP_RIAt_ > cs, 't ^i, LE L DL SILT FENCE DE TAIL NOT TO SCALE a, CH LE\4G1.S 4b.T. S t - LOT 2 OF CITY OF EDMONDS SHORT PLAT NO. S-99-9 CII�TCH f2 PU I�hp, 0 0 a pvfv\p 0Fr S RECORDED UNDER RECORDING NO. 200005255001$ A A� PT. 9. BLOCK 2,,, PINE ACRES, Ld SoNKt> BEING A PORTION. OF LOT -)I)S SOPFACF 5e NE-1 Z AS RECORDED IN VOLUME 13 OF PLATS, PAGE 63JI NO GNPs E�L)IL_DI1,-JG Fvtv\P <z�>. FN"F--L- iSFfF_C!:-5 RECORDS OF SNOHOMISH COUNTY, WASHINGTON 2Z& SF FAr.AF-L- -To E5F_ L-DC4�1M_=D iir,4SL1)F_= C4�RPNGE_r :�4 TO 6CXX5_ A 2t2_4 SE l_JP I TO E�F_ PPPfJV4 2 geH\P, I PA t l,'4 e�autppar_> -w-TH: -�>9 3 SF. a40 v St"Gi E PHf-%5F- P,H1::" 4 HOA, 544 1 TC-H P_ PtLAR4"& L-F-=N EEL) PO ST ot_�s h)DI0/\jlsuNL_ Hlc,�H FISS91 GRNr_NF_= Ul \t4LTH TESr 4 ell GRADING NOTES RESF-T Ll C-1�4r E_5T, GRPowc, 0 A+M-nE5 L e 4+-' .1. Unless otherwis,e,specified, all work shall conform.to the 1998 Standard Specifications' for road, bridge and municipal construction as published by th.e.WSDOT r and the a0z C, .40 M-nP APWA, as amended by the City of Edmonds. All grading cictivit� shall conform to 0 C-4 MAX- F UBC, Chapter 70. -A HIC4.�, !1 1 (1 , FCO t-1 Pi',-n TRS1 ir 2% tA - 2. These plans do not represent the location of all existing utilities. It is the responsibility 1,40 SCALJ= of the contractor to confirm the location and depth of existing utilities prior to excavation', 4 �Z y1/1 I 3. The contractor shall be responsible for all safety considerations d uring the execution 4:Z of the work including trench'shoring per OSHA specifications and, traffic Control on 2- A(IN. COMPr DEPTH CLASS "B"' ASPHALT CONCRETE SILT- existing roads',. 6 Cle,�ASt-�7 CI)P-Eb F I L_TF-- F co P,,L NOR p9cip. A41N, COMPT- DEPTH CRU�HED SURFACINO TOP COURSE 8 �-,Ic F-OP4� I& UIN. COMPT DEPTH CRUSHED SURFACINC BASE COURSE ( Z,,- lfjsl-pF_ PROP. 4. The engineer shall be notified immediately upon the discovery of any conflicts or �,&plti CLYTLF-T GRA VEL 8ASE (CLASS *8') A4AY BE REOUIRED PEVDING SOIL COND177ONS lZ VjIL)F_ t�SPHAL-T discrepancies relative to these plans. it I Ex- lz� 12- CN\p 14�� ww- CAICA 13 NG Rim, 59 5. All material used as fill shall be approved pitrun grovel'ornativ&material that has IF-% e?5.5(a4 E-) CP�l r-H 5kS I F4 C) &<?.C) . been observed and approved by the engineer, . - 11 /QA clit. W L-ow - L it a Lo C *1 F�_.-rD at)GE 2�5.E; (Z4 �v) fill.material shall be compacted to a minirTium of 95% MDD (under 6. All structural IDelet-ni C>" FlPE_ H s fill sholl,be.compacfed o*3 during optimum moisture cont ent in'lifts not,&ceeding 12". For flat backslope. surf' A A JEL: 45.'s Lo", 5) buildings, roads, driveways -walks, parking lotsi etc.). Thi 1301L CA rice should bo 1 �,4.8 2 71 ) -J Z*q" impervious and sloped to drain a., - - ____ R � � P"F= I Kr -a-"w 0 61.� 10 ompoc ion es s s a e a en or a s ru 0 t Pvc- 2-C) 2,lor flatler) I � I . . 11 � I . I I . k 0 16' min 89 8 All trench backfill material shall be compacted to 95% MIDD, within roads or 90% 7&_ FIN\. -0, Froo-dr�oininq bncicfill (max. 5% fines); N AS M Lx--T: (W16ere" - outside of traffic areas.: _Nlin. V. wide layer of 2' - 4'quarry J0 P\/C- spells adjacent to rock" ci�-051 1 to,2 9. Fill'slopes shall not exceed 2:11 and cut slopes shall not exceed 1.5: 1. St t5 0\,1aRFt0W PA, able cIA face in nat;ve. X stet;sl (see note 8) H I&H f 10. All disturbed ground that is not to be paved or landscaped shall be covered with (I Vnl sT Ll sT fff kq U N tSTS STEEL FENC15 POSTS, REUAR 40' LONC, per St teDOE*specitic and mu ations. 2" JN 90.?0 hydroseed or seed. a c scH. 40 90.?0 min. V mtz�� - I :. . 1. .. FORCF- MNli,4 fZ Maximum 11, (or less) diameter witihod gravel. Rcc*-E Y 70P T Height cover 6ver pipe; min, 2' or oval under pipe. ORARY AsTfi[JIOTION 11'. All adjacent roads shall be kept clean and free fro rh mud =6'clebris. Contractor NTRANCLe 111w, 1+1 (PER DETAI) I I . 10 10 HiG4 shall be responsible for'pedodic roadway cleaning. P4 T rr 12. Contractor shall take measures to minimize dust. generated by grading activities, 2 �41E-\N H"E including frequent watering by an on,site water truck if necessary. 0 HOL)SE HOL)SE F. F. F-: q0- 26K _PcF_ siL-T -FF.�-Jc-F- RIGHPORVAT Itown S I RUC 11014 rrnmia / -It, : A- 0 1 0 -Emt-AC, TRF-F--3 To lz5a 0 AND INSPECTION REQUIRED Z at LOT/1 I, \/C- i 11 I e(?o F I L-T7 FN13Rkc 5iL-7 f_=ASS[- FK0P. Co" N t� INS1015- F->R "2 ktfJRE AND AID ADDRESS SIGN REWRE6RW'f' TD TFf- DR 66 9"�� E_ Z75. TR 4. Rockeries over 6'� in height riiiust meet setback, 30, CT_dR IS RESPONSIBLE FOR -14>6 TO BF_ SPN r=D J.,OWNERICONTRA requir I ements in- rnidential zones. FROSIO N C014TROL AND DRAINAGE 5. Rocks shall be sound and have a minimum density of 1.60 pounds per.,cubic foot. 'Generall-Notes 6. The long �dimension of all rocks shall. be placed 1 'Flockeries. 4' andove�, in, height�require a building perpendicular,to the wall. Each rock'should, bear on perniii. two rocks in'the tier bellow. 2. For'rockeries between 4',,and 6' high, the installer, '7, S rf a Improved walking u ces above. and adjacent to or contractor�shalll'provide. a lmeir:iio.the building - tocke . ries-ci , r JO' in height shall be protected by a ve inspeictor prior to, final inspection - certifying that, 9 uardrail conforming to UBC 509.1. The sUbgriidii and drainage have.been prepared i n accordance with the standards. 8. Rockeries" are, prosion-control structures, not, retaining I'vallt. Native. material must be stable, and Rockeries �':a'nd:over in height: 'require engineering freestanding in cut face. supervision by A special inspector per UBC 1701�2, which -at �.a..'minimum shall consist of 9. Any deviation in- design or placement of adjacent ins,peictiort',"and written certification of subgrade, structures must be submitted with the seal of a Civil ''placirrient'. of base. 'cours'e '.and ,drainage and Engineer currently licensed in the State 'of ery, roclk., Washington. F'b CXIF, _RY DE_TF`-%1L_ UTILITY CONFLICT NOTE: THIE.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, A14D DEPTH ,OF ALL EXISTING UTILITIES WHETHER S004 ON THESEPLANS,OR 1401 BY P0114OLING THE UTILITIES AND SURVNNG -THE HORIZONTAI,'AND VERTICAL LOCATION- PRIORJO CONSTRUCTION� THIS S,HXLL INCLUDE CALLING, QTILI TY LOCAtt,0 1-800--�ii24-5555 AND THEN POTHOLING ALL OF THEAXISTING UTILITIES AT LOCATIONS OF.NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER ORACT CONFLICTS EAST. LOCAT16NS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED. AND ARE SUBJECT TONAPIATION. ------------------ MA 3 Tc) ;1F__C7_N Nor -n-IF [>E-TENTIO" '=q5Tr_-f1,N. .10 G' Ix 20 0 10' L, coNa-roL-)R I FAN EM IMEEM f I L_TE.F, Slot- FF_�-r� 0 F\lc- sx� -65 F\co�=/ C-UTIMR- QRAIHS (SEr� DETPO� t RECEIVED NOV 2 120001. DEVELOPMENT SERVICES CTR. CITY OF EDMONDS io 6 PLOW. RE5T7;11C_10R �,6_ Tr-_� 441 ---tACOtH PIPE Roymp MW�-OLE- Coye:K �0PT-10"pt;9 LIPT- RODW/PP��JDL.F To w1rHII,�J 1z" OP C.D\4aR 'W/P�Dt-T- HO(X, LOC4C, TD UppeQ HAWD� HOLE> P0 1--i FR 0 P I Lr-- t--\ F_= a4 D/f� (:.,pAP I M L F-r 0, 0 % IW\/,. /QV. I&S.:- F\tr-12 2.c> Yo WATE_ =RT1GnH -I GROUT- SEAL (-,-�p P'LL F-1pEn-) b1pl. "�,'1—WAtrTeRT1G+47- SHEAF� E:L:, eG.- 45. LEArWC)uT- GINT*E- PLPm 1L. A.- III,. SI-I DE \NlTlq T/qll DIN ORIFICE "L GALV. 9L. P-Al-E, TV--K— A, Wem Isj I ARouwo P 7-lWr- PNNr� St=4 01"J CRUSHE'O E507; GRAVS�L_ OR CMAPACTSD Ni-\,,nvE- Nwetzipa_ L VIA 2 _J 0 A� *2 0 &__1 c). -Z, rA I P4. ?..4 FlIC-4 — . ! I 2% 410 . a! A I 10 RTI 0 'i:,,T of the 'S.E. 1/4, '_.`ECTI0N 25, TOWNSHIP 27 N., RANGE 3 E., W.M. o_41' DIN ROu"P SC)Lt 4-6 It [)IN_NPEU: I`.AH LC)C�Iwc, 1_1 C> -7-S F-T , D E_F_� P JOVIVTS IN FIL TER FABRIC SHALL BE SPLICED A r Posm usc s TAPLEs� WRE RINGS OR EGUIVALENr TO ATTACH FABRIC TO POSTS (DR. )t-JNtAG1tiC> L_Iz� hVAr> \JNL.NJr_=Z7 - 2x2' 8 Y 14 Co. WRE OR 2'x2' BY 14 Cc. WIRE OR COUIVALENT, IF STANDAR-09--\ EQUIVALENT, IF STANDARD 9 STRENGTH FABRIC USED STRENGTH FABRIC U, 9 .................. ......... ................... .......... FIL TER FABRIC W'��C T6�'VN C� TO CIO t11T'R.L) L_/ ALAA1A .3 -A FRum lrl(sk.3. To PNC- V-) I�CiND all FN C, 20A PV C_ & Z 76 1.1 �5 r_- 5 .3 FZLJDkr 5\,t,j I Te, fri 7,1 CHF_C�_ -4PLVf=_ Fr- D F_ R S, UJ P, K> VA 0 P\ F6L\-JAL, I,-AlW S5(ZPN& 246 F:*r. TV (pt-T. H'1DRDrAPT14 r=LOEE SWITCH L&'4P_.L5 I&LOC-11-- PIL_hf:kK& ; ?>7.91- P0 IAv- 0 P es.fr pvry\p OF:r-, 63's 2 AGN. x ............. ........... ..... ............... I ........ a .................... .... otts ii-I .. -, r, ..................... a SON ............ ....... H 81101 11 17� . . . . I. MIN. 4x4' 7RENal- — L'I. 11��_ 12' MIN. 4 POSTS 12' MIN. tl- - - - - - - - - - BACKFILL TRENCH WTH / __ I MIN. 4'x4' 7REN04 ZL _U Y+" -g-3 1'/_," WI\SHE-0 GPA,4r-L U CROSS SECTION IMPF1�lni2s S_0RFt-\CJ-- Pi -) �A P ST/-*�T'l 0 t--) eUIL_DlWG 14.5(o - S;F. 22-51 SF pNNFL_ -To E5E L_DC4NrTF_-D iNStDF_ G�IiRPIC-4-:7 22-4 S F ll�,j E.1,,�SURF PAtjej_ 7o F�F_ -FH: -�>93( SF. 2,e PIA"D 4o \1, PHPee- 2 -.1 ww. C>RP�DIKL& 0L)Nt,-M_PE_S _E5T. C.U7'. ��Oz C�l F IL_L_ F 50 C4 t�XTR-OD--l-, " WN. COMPE DEPTH CLASS 78' ASPHALT CONCRETE C� I r_-�St-47 CUKE5 all MIN, COA4PT- DEPTH CRU�HED SURFACING TOP COURSE 4- " MIN. COMPT DEPTH CRUSHED SURFACING BASE COURSE GRA VEL BASE (CLASS -B-) UAY BE REQUIRED PENDING SOrL coNoII70NS 16' min 1 to 2 10, Maximum Height Firm. undisturbed soil Min. 4' diameter perf. pipe; min. I % continuous slope to outlet: Pipe and/or cut face lined with filter fabric (MiraG or equal) For flat backslope. surface should be impervious and sloped to drain 2 (or flatter) Free-clrnin;ng back -fill (max. 5% fines): Min, 8' wide layer of 2' - 4' quarry spells adjacent to rockery Stable cut face in native —material Isee note 8) I' for less) diameter wailifd Vravel, min. V cover over pipe: "n. 2' gravel under pipe. Placement of Adjacent Structures No rondvmys or r"ng in 1his wim IT 2 No focytings of stnx-"ars fircludirV other rockeries) rTry boar in this shaded 4. Rocktries over 6' in height must meet, setback requirements in residential zones. 5. Rocks shall be sound and have a minimum density of 1.60 pounds per cubic fool. General Notes 6. The long dimension of ill rocks shall be placed 1. Rockeries. 4' and -over in height require a building perpendicular to the wall. Each rock should bear on permit. two rocks in the tier below. 2. For rockeries between 4' and 6' I-tigh, the installer 7. 'Improved walking sur-faces above and adjacent to or contractor shall provide a letler. to the building rockeries over 30' in height shall be protected by a inspector prior to final inspection certifying that guardrail conforming to USC 509.1. the subgrade and drainage have been prepared in accordance with the standards. 8. Rockeries are erosion -control structures, not reiaining walls. Native rhaterial must be stable and 3. Flockeries 6' and over in height require engineering freestanding in cut face. supervis ion by 2 special inspector per UBC 1701.2, which at a minimum shall consist of 9. Any deviation in design or placement of adjacent inspection and written certification of subgrade, structures must be submitied with the seal of a Civil placement - of base course and drainage and Engineer currently licensed in the State of finished. rockery. 4 Washington. TNR P,0CJQ-__?,Y DE--TI�hIL- HOA, 5\14 I TC-H k)C)I0/\jIsuNL_ HIC,�H WN-TF-P- \t4l,TH TESr 4 RES[-=T- pomf- -40 WP —RIP Ti-\D @, 1 1 8 ?_ " fqc- F-DRC-r-- I OUTLET- I ____ IZI iIpC)E�_ �\SPHk_T I iz).c. "oLr-.,F7- 2-x4- WOOO POSTS, STEEL FENCE P05TS, REVAR OR EQUIVALENE POST SPAUNG MAY BE INCREASED TO 8' IF MRE BACKING IS USED MAINTENANCE STANDARD NOTE- FILIM FABRIC FENCES 91ALL GE INSTALLED 1. ANY DAMAGE SHALL BE REPAIRED IAIMEVIA TRY. ALONG CONTOUR WENEVER POSSIBLE 2. Ir CONCENTRATED FLOWS ARE EV10ENT UPHILL OF THE FENCES, 771EY MUST BE IN7MCEPTED AND CONVE)ED TO A swtMENr TRAP OR PoNo. J. IT 15 l)4PL-#?rANF TO C"ECK THE UPHILL _9DE Or 771E FENCE F-OR SIGNS Or THE FENCE CLO=NG AND AC77NG AS A BARRIER TO FLOW AND THEN CAU9NG CHANNELIZATION Of - FLOWS PARALLEL TV THE FENCIE. IF THIS OCCURS� REPLACE THE FENCE ANDIOR REMOW THE TRAPPED SEINMENT. 4. SEDIMENT MUST BE REMOVED wvi THE _sEDImENr is 6' mai. 5. IF THE FILTER FABRIC HAS DE7E'R1ORA7r0 DUE To ULT7?AV1OILET OREAKDORN, IT SIIALL BE REPLACED. 6. WiERE THE SILT FE74CE BORDERS *ETLANDS AREAS. VRIGIIT CRAIXE FVICtNC (BELTON INDUSTMES STnE 80T OR EOUIVALENT) 9 LL LVE USED YS =�-- ; a 'P ` `� ST ST CR 714 A: Co ON ZWIN PLI ST YOST 209TH PL ST E� If PARK �T J44, .-re, FS 21 kR ST ;'cj4_n.. 16 : At IV ST SW ,0_1,V ; I., SPRUCE C �l S�T rD; 214TH PL Sit 9: PL SW 215TH ST 21STH SI SW 215Tt-sr; FL SM Sid J 215V K PLL 1� its-; M 6Tit- - 2 SW 217TH S 41" 2i� 50 sw "t-51 91 1 3 e ST R; PL sw 218TH ST 2 L .30 4'M 0 LLJ 1,7r 11 X Z i If S T SW SW 220TH;z or I no, 0 P. ZZIST 0. M.M., S I-0 n�TH VICINITY MAP N.T.S. SIL T FENCE DE TAIL LEGAL DESCRIPTION NOT TO SCALE N- Z ',' I Z It F. T. GRPtJ>F_ BC*IR�D - istwgi- fae� L_F_-qEF_l -1-- W rN No GNP's 34 TO a BOL-T 4 1.�I PNC.. PER;- PO:ST P1 F's __0 F r_- 91 f = I L_TI:_7-_R F-A &R I C_ !S I L r F= F-tj cF- NE)RTH PROP. LINIF- (sTp, RT s a tj P, 0 F- RO tKjst-PF_ PRoP. LIMF_ 4t t,�\M la" C'MP 14�, tANX. C-R�-Dr_= CA-ICA 5NSIN k:T-1PF_ I - E) 1 WL_�J EJ?_T �-_ P I Tr-" pvw. F>977 ZI -a - 40) EF�L) cxso CL)RB CPTCH Rim.. -IT BLDc4c, WIN� TD a42 CMpe 0-07, 2>5 - C- 5 PANX. 0.5 C)1�7�110l_A pipe- E_.: 96.5 HIGIH A. I n 1 �,4.8 2 FLOW LIRE RNZI`KUDIF_L-� CU &'I P\4c- e 2-C6, 10 - KFRON'\ C) 0 (SE& L6 7zu RIN\ lJo--------------- H I&I-i 1 2" F\iC- sc�H- 4o r RCr_4e_EfZy TrORARY CA�ST FR01,/\- FUIA V> n1p.K. 41 �UCTION �NTRANCE (PEF1 DETAIL) FOKC�F MNIW HIG4 CP HDOC-E 013 RIGIff-OF-WAY 0% STRUCTION PERMW 0 AND INSPECTION REQUIRED Z LOT I qVRE AND AID ADDRESS S GN REWInED KCffr—MKI ( PIVIC--- .6 00 cow- 40' LjDNC, LA 9070 -rop 5cfnyw-, -ID I SO IL LO C_ LOT 2,\ t-4E-W HO E Ex. 2 0 HOOSEL FLP,0E_= SIL-T -FF_�-JC-F- ARDUIJ�) FF-: 16 0 Iqc- :/ - 00 FIC, FIL-rF,=9- r-N13RiC 5IL-7 F - -I- P�_L_ �,,L_ONC, ff_1\S7 FROP co" ppC) f:>. rdpF:�tm TO it.,11 --T. J_ DRAIN (5r-_F_r �:IOT 66.59 RESPONSIBLE FOR 1166 -ro BF- !SpN r-=D AND DRAINAGE t�,OTI=-:- f;;OOTI N C, DF-Pot-l-, SHP\LL- BE PIRSCITL:11 TO THF_ 1NFlL_:FRN_FI0r-A/ _FKF_f,1C44, Nor m-icz; DeTE.NTI0f`-4 `�q5TIE--t\N. 10 UTILITY CONFLICT NOTE: CAUTION: THE CONIRACTOR SHALL BE RESP014SIBLE FOR VERIFYING Ill[ LOCATION, DIMENSION, AND DEPTH or ALL EXISTIIIG UTILITIES WIIETIIER SHOM ON IIIESE PLANS OR 1101 BY PODIOLIIIG THE UTILITIES AND SURVEYING THE IIORIZONTAL AND V[_RIICAL LOCATION PRIOR TO CONSIRUCTION. IIIIS SHALL 114CLUDE CALL114G U ' TILITY LOCATE 0 1-800-424-5555 AND TIIEN POTTIOLING ALL OF TTIE EXISING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS 10 PHYSICALLY VERIFY MiETIIER OR NOT CONFLICTS EXIST. LOCATIO14S Or SAID UIILIIIES AS SIIO1&1I Oil IliESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VAPIATION. go PR0FOe�F-=0 SURF) -3 G Cot,,srou)p, PRO Ft!�SF-D FIL-TF-F- F--pBP,\C_ SILV FEE_�-� S'E- e, C) ETP, 11Z�� MA 3 LOT 2 OF' CITY OF EDMONDS SHORT PLAT NO. S-99-9 AS RECORDED UNDER RECORDING NO. 200005255001, BEING A PORTION OF LOT 9, BLOCK 2, PINE ACRES, AS RECORDED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF SNOHOMISH COUNTY, WASHINGTON GRADING NOTES 1. Unless otherwise specified, all work shall conform to the 1998 Standard Specifications for road, bridge and municipal construction as published by the WSDOT and the APWA, a,, amended by the City cif Edmonds. All grading activity shall conform to UBC, Chapter 70. 2. These plons do not represent the location of all existing utilities. It is the responsibility of the-c---ntractor to confirm the location and depth of existing utilities prior to excovafi-�-,n.-- 3. The contractor shall be responsible for all safety considerations during the execution of the wcrk including trench shoring per OSHA specifications and traffic control on existing roads. 4. The engineer shall be notified immediately upon the discovery of any conflicts or discrepancies relative to these plans, 5. All mater�cll used as fill shall be approved pit run gravel or native -material that has been observed and approved by the engineer. 6. All structural fill material shall be compacted to a minimum of 957o MDD (under buildings. roads, driveways. walks, parking lots, etc.). This fill shall be compacted during optimum moisture content in lifts not exceeding 12". 7. Compaction tests shall be taken for all structural fills at the direction of the engineer. 8. All trench backfill material shall be compacted to 95% MDD within roads or 90% outside of traffic areas. 9. Fill slopes shall not exceed 2:11 and cut slopes shall not exceed 1.5: 1. 10. All disturbed ground that is not to be paved or landscaped shall be covered with hydroseed or seed and mulch per State DOE specifications. 11. All adjacent roads shall be kept clean and free from mud and debris. Contractor shall be responsible for periodic roadway cleaning. 12. Contractor shall take measures to minimize dust generated by gr.ading activities including frequent watering by an onsite water truck if necessary. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft W REVISIONS: 7 — 0-7/00 19M Cl (forme-mr-T Qa 0-i 0:l ko ko cc (J� ko 00 6 ko co ko C;N a� Cr:l CD Z W ck� In) 62 1-4 Q:t P4 E_� 6 co el, (Z) Q) C\1 C\Z ?1* a' 0 kO C12 Q� C\1 t (3 " 1 ko "o Q) OS Z C\1 DATE: 8/25/00 SCALE: 1 It 209 DESIGN BY: DRWN. BY: APP. BY: JOB No. SHEET OF RECEIVED NOV 2 1 2000 DEVELOPMENT SERVICES CTR CITY OF EDMONDS V L--:6 ae 501 61 5( CUP. 21, mpf� I 1 2'W c� P I NGH 4 fl�L)6i� 325-N � P, 12-V 9�OM -/-325'N ( UT6 n 01 PF,775- NOTES: The City of Edmonds I . f 101.4 WGAf 0 ALL, Uf I I., I f I f-6) GAW, 21 HOURO WORa 01661NO, 1 -600-421-5555 2. SURVOY 16 NOf ROOUIROP. 3. MA I Nf A I N A M I N I MUM Of 5' HOR I ZONfAL, ANO 3' VORf I GAL, OL,OARANGO fROM AW, GlfY UfII,,ITI06 ANO AFFURfONANGOO. 4. GUTO IN PAVIN& ARO OHOWN A6 5. .1 GUfS IN PAVIN& ANfIGIFAf6Q. 6. FROJ06f MANA601ti OOUC*,UOITALO 425-356-7520 GAS MAIN INSTALLATION RETIREMENT WU ID SIZE1 LENGTH TYPE MANUFACTURER' 211 270' MF6 GAS MAIN PRESSURE & TESTING TYPE TEST: PRESSURE; TESTED BY: DATE ON: / / TIME ON: DATE OFF: / / TIME OFF: DATE ON: / / T I ME ON: DATE OFF: / / TIME OFF: DESIGN: PSIGISYS MAOP: PSIGI CALL 1-800-424-5555 2 BUSINESS DAYS BLFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES 5 REAL ESTATE/EASEMENT PERMIT r�OMONQ6 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR:-- Q.U6lfAL-0 025) 356 -7520 03/ 02/ 01 1 APPROVED BY: REV# I D�TE By DESCRIPTION ENGR - GAS: v COUNTY 15NOHOM16H EMER SEC Work Center N6NH& DRAWNBY: J. N&UYIM 025) 290 -7026 03/ 02/ 01 CHECKED BY: 1/4 SEC 6�, -25- 27- 3 OP MAP 161. 062 PLAT MAP 165.067 APPROVED BY: FOREMEN #1: U-MAP# (POWER) CIR MAP# CIRCUIT# FOREMAN #2: MAPPING: JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY 28 WO iP'.MAlN.0X-rfN6l0N fo 66KV6t' 22225 - 95 19L, W INCIDENT4 DRAWING# SAP SUPERIOR ORDER# 107010711 ISCALE: 1 50 ' 1 1 / 1 CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAM6 OF BUSINESS Vi"ID EBEL MAILING ADDRESS 'M9 2-11 - QN5 Lk If Yv U Aq 0E CITY ZIP LTELEIHONE NAME ADDRESS CITY ZIP TELEPHONE PERMITEXPIkES USE PERMIT ZONE NUMBER JOB A ... SUITEIAPTI, PLAT NAMEISUBDIVISION NO. I LOT NO. LID NO. LID FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TEScp.N, (3 �hw EXISTING — PROPOSED— 00 1hh1*1 0 REQUIRED DEDICATION— FT METER SIZE LINE SIZE PRV REQUIRED I YES 0 NO C3 3 Ft MARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE rV4410 UNW. -44C-- ENGINEERING REVIEWEDIDATE ADDRESS CITY z' 77EPHONE SEATrLE 1111 REVIEWED BY DATE 1. cc STATE LICENSE NUMBER EXPIRATIONDATE itn" CHECKEDBY VARIANCE OR CU SHORELINE OR ADS# INSFPE.C�IDN �E D YES C] NO ['13OND O�TED PROPERTY TAX ACCOUNT PARCEL NO. _'T 4 ccq4 ---;' c)(-)?-- -- - Cxi)(72— SEPAREVIEW COMPLETE EXEMPT EXP I SIGN AREA ALLOWED I PROPOSED HEIGHT ALLOWED PROIOIED . I ENTIAL S'NEW 01-TiESID Pl. MBING/MECH 0 ADDITION 1:1 COMMERCIAL o COMPLIA CE OR CHANGE OF USE REMODEL 0 APARTMENT C1 SIGN 0 REPAIR GRADING CYDS C:] FENCE I X FT) 0 DEMOLISH 0 TANK C:] OTHER 'A GE 0 1:1 'CA311.RT 0 RETAINING WALL R.CK.Y RENEWAL LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (Fr.) FRONT SIDE REAR PROPOSED SETBACKS FT) FRONT UPSIDE REAR PARKING REDD PROVIDED IT AREA PLANNING REIIEWED BY DATE (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY I TYPE OF C=N ICO 4 OCCUPANT FQU P N MBER OF 2 STORIES ,_ NUMBER OF 0 ELLING I UNITS ITI C CA R C AREA C3 NUMBER (�j 2 SPECIALEIDNSPE CTOR JAREA EOU R R YES tREMARKS OCCUPANT LOAD DESCRIBE WORK TO BE DONE PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D. y /I J VALUATION FEE PLAN CHECK FEE SO - G UIRCE LAZING I BUILDING �A�T PCAN CHECK NO: VESTED DATE PLUMBING 7�0 MECHANICAL 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, SIDEWALKS, DRIVE U M WAYS. MARQUEES. ETC.) WILL REO IRE GRADINGIFILL SEPARATE PERMISSION, STATE SURCHARGE PERMIT APPLICATION: 160DAYS PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE SAC K OF PINK PERMIT FDA MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS ENG. INSPECTION FEE IN INTEREST. AGREES TO �NDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF L L^"' Mi EDMONDS, WASHINGTON, TSOFFICIALS. EMPLOYEES, AND AGENTS FROM ANYANO IN n$2 =FE E A L CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIR TLY EC FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 0 EEMED TO MODIFY, WAIVE OR REDUCE AN REQUIREMENT OF ANY CITY ORDINANCE IRECEIPT PLAN CHECK DEPOSIT 0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PRqVlSIONT.- x R CEIII TOTAL AMOUNT DUE TOT, 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 APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This pplk,i,tio, is hot s, pe—I until sighed by the TION: AND IN DO NG THE WORK AUTHORIZED THEREBY, NO PERSON V19LL BE EMPLOYED B"I d,,g Official c, hifh., O.P.tV:..d Fees ahe paid. aha IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN*S C5�5j�SATION INSURANCE AND RCW FOR INSPECTION heceipl is ack—ledged 1 space P—ded. 18.27. FIALS SJGNATUR� DATE/ DATE SIGVD 77'�P�E 7 I (425) 4��o/ 771-0220 4WILEASED BY DATE ATftlii EXT/333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 rt I A J, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX R111NAL-FILE - YELL.W.INSIECT 11 PINK -OWNER - GOLD -ASSESSOR 5198 ,I JAEGER ENGINEERING 9419 S. 204 PLACE - KENT, WASHINGTON 98031 PHONE (253) 850-0934 FAX (253) 8500 155 August, 25, 2000 Nov. 17,2000 ADDENDUM FOR PUMP STATION DRAINAGE REPORT DAVE EBEL RESIDENCE 200xx 95fh PLACE W. EDMONDS, WA. CITY OF EDMONDS FILE NO. 00-4al PREPARED FOR: Dave Ebel Pacific Homes Construction 12345 Lake City Way NE, Suite 211 Seattle, WA. 98020 (206) 650-4212 PREPARED BY: James J. Jaeger, P.E. RECEIV m'61 NOV 2 1.2000 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS ka6wa I 4. B. DEVELOPED DRAINAGE The drainage area used for the developed site calculations is the same as the area used for the pre -developed calculations. This is only the area of the new impervious surfaces being added. This includes the new house, long driveway, carport, deck and walks. The specific areas for these surfaces are shown on the following worksheet. The proposed drainage system will include a detention pipe, flow restrictor and discharge to a pump station with an emergency overflow to an infiltrotion/dispersal trench. The roof drains and driveway runoff will be piped into the detention system from all constructed areas. The pervious surface for the developed site is assumed to be landscaping and lawn and will continue to sheet flow to the east. The lawn and landscaping does not need to be detained since it represents the some type of surface as the eAsting site. The drainage system discharge will be limited to the peak flow for each of the 2, 10 and 100 year events. The discharge will be piped into a pump station that Will pump the drainage up to the roadside ditch. In the case of an emergency overflow (power outage during a storm), the infiltration and dispersal trench will act as an overflow for the pump station. The dispersal trench is located at the low point of the site, where all of the predeveloped drainage e)dted the site. The pump station is sized to handle the 100 year developed storm with a peaking factor of 2. Similar to the eAsting condition, the SBUH hydrograph method was used to determine the peak flows for the various storm events. The computer data sheets for the developed flows follow this page as well as the work sheets and the time of concentration calculations. A brief summary of the developed drainage characteristics is: time of concentration: 5.00 minutes 2 year peak flow: 0.0273 CFS 10 year peak flow: 0.0427 CFS 100 year peak flow: 0.0621 CFS total lot area: 0.20 acres pervious area: 0.00 acres curve number: 86 impervious area: 0. 10 acres curve number: 98 OS7 HdL -5 - 4a-Z SS H s-rak� --a-s:n rvaH -,,-J (� e - -1& 0 0 dr-D t,4 -Z C<;rz �-h S: -1Z 0 ZGI 39 1-114 U *C H U181-D SC-IS's c -a�cnoj;j VAU-aQ . * jG7r=r,�jr P\-A",o,-a4a x -z --as n. kA-� LPV I rr:;) 7Y� \A N -cL.A<::l \-Qla-L4 FU -R - -LAdd cv,10-Ij E� 0 p 41, 5102 puffq, mqWiw e receswd lion is bud in — 1hree p-aw overloal! wAnoling on seal. Metal parts am 303 Mercury Lowal ConVV (WHRA) 9V Owam ". tM — operales WmPlefety OUI Of volute passagie giving full Wning tar in ax" box. u SWm Bealring wrth Thrust pper starrim steel. Voluk Cast is heavy Cast iron with 20 Amps * V 12D V.A.C.. 15 AMPS w 240 V.A.C.. flow of liquids and UP to 7 (SIDAMM) Washer w4 Lower Ball Bearing am suppori legs. ChOiCe of 2' (50-8mm) 4- Yellow BA FkwL 6i& soft. oil Ubnca%d for smoolh op~, long or 3' (76.2mm) disCharge flange. Foisi Lom. or. Motors (0* and three ~) are oil filled jor good insuiation and lubrication Pump INS. Rotory ShM Seal hu carbon and Sepwft Capedlor Houaft (MVIS Fbid Dw 3.5. strw Row Lgh 1.(r of bearings 9W seal. NO SlaftIng SWftCh Comm Iscas for pos" seal. Body Is P%ase) allomin aq*MW 10 be moaced or relay mel:hanism. OverloW prolec- stationary. pevents string or ftO from withoul dismantling .. tob. w WHR (Manual) DRAW DOWN DIAGRAM Dimensions Performance Curve Performance Capabilities capacifies to 175 GPM 1 662 LPM Heads to 33 feet 7 16-1 m Pump Down Range 7 to 9 inches 1 78mm lo 229mm �50.8mm Solid Handling Capability 2 inch dia. solids dia. solids Liquids Handled Wasle waler —T-46.4 Intermittent Liquid Temp. 140OF 0C Motor 1h, 3A, 1 HP Flectric2l" 115, 230 V 1 d; 200, 230, 460, 575 V 39 2 or 3 mch 50.8 o, 71 or WMKA — A1.11011"14111C (manuai rump vdiiduic w1ii, **For WHR (WHRA is for 115, 230 V — I ph2se only). F Fj,�YFPS. �-. P-n!;i;r comppi!)" 4460-',-2285 419/2139-1144. FAX: 419/289-6658. TLX: 98-7443 U3* CNtC%RT DREAKER WS? K we Wr POSITION SIEFORE DOOR CAN K OPENED. TO RESET TRIPPED DREAUR "ANUA To wr* T"In &SAX 70 VW. ovs. so To OEM I IF ALARM ACT11MITES 1. TWM ALARM SWITCH TO *OFF'- POSIT 00". L TURN PUMP SWITCH TO *OW -POSITION. 3 PUSH oil ON RED @&TOm ro RISCT OVE*LOAO. 4.nWft ALARM SWITC"..TO *00*-P*SITIW S. rwm ftmp SWITC96 To MJTO*-Pmll loll. LIF TELLOW Run LiGmT COMES 06. AND AFTER 5 MMUTES ALARM DOES HOT ACTIVATE. TROUSLE 0 CONNECTED. IF NOT CALL SERVICE MAN. T. CAUTIM-W PUMP MUST K SERV 0 00 My CONTINUE TO ftME SEW"[ INTO "SIR AS SAWL000#0110 WILL RESM1. 4. IF V40 SEAL LEAR LIGN'T I F On CALL KRVCE MAN. %t hL 0 n(. od Will ff "AND ?EST 12 1/4"- F .7, m p Fk�,J F" 0 .24 %t DIN. e%ki& i C%.OVFA 4-16 11 DA--TVF-= KH TS F7.. 06-F-P LA4006k � SMP C,)Klr--V-fT- LL;'Vt--w- f-IZONE S9 -o —GALV. Lifrnb-J& C-HAJW All t-(MC, TO MPRONG, 112:' RIGIO CDksD%)t7 TO CIO NMA-0 L-/ mAA-Nk FOX rLONTS =4 P4C- 0\45-*',FLO,1-J To J�JFILT- Tps.., -*I FRurA CZ *,I 70 P4 C- TZ) PCpo ""\ (WLI!r I 1 .0 Pvc -<A. PE all pv C� 7- z O-j I b),j FLLokr z, -JPLqf=- SOOMEQ -IBLE- FVtAP M OFF: oFP U-)pH-AC>) I �A�,OR FaOAL. �AIW- S5(ZPtA- '51 K.�G�Le- PH P� zs (pLT. H-iDRDrA#j7jC- tP104 -sa:r pumr- 0 W pj,oAT SW ITCH LE\4r=LS %LOCI-c- AL-Skm , - V-sf* pulw- Op es.5, pvry\p ofrr-. GS-S t"VIE FIE71 I 101 LP42L PERMIT EXPIRES CITY OF EDMONDS USEE PERMIT ZON _f_11 NUMBERa(-U CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT. ADDRESS ( �, j OWNER NAMEMAME OF BUSINESS DAU % D F_ 9) F_ L PLAT NAMEfSUjIVISIjO. LOT NO. LID NO. 19V W--[> S-9, 11 MAILING ADDRESS LID FEE S 241 - 19sq5 44AE e wy &,)Aq Aj IE PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP A-d CITY ZIP TELEPHONE EXISTING PROPOSED Re I,aa ,S'EA41f: REQUIRED DEDICATION —10— FT — unde".u. " NAME RS E METEgA I I T� I LINE SIZEII I NO,OFFI�RES PRY REQUIRED [OWE.E.O.TRACTORLRESPONMIiIIE YES" 0 REMARKS KS 0 0 FOR EROSION CONTROUDRAINAGE ZIP [PELEPHONE C�41_MCD(- hn'Tyukirv-6 565 T L (51) DF_7'�WT(L)IJ Ii�V NA-F FENGINEERNG REV EWED/DATE 11,12 7411) es- - m ADDR -4 FIRE REVIEWED BY DATE CITY Z,� 0 -?" -� 9 FEL.-PHONE STATE LICENSE NUMBER EXPIRAT �7�DATE OIL CHECKEDBY VARIANCE OR CU SHORELINE OR ADIS. INSPEC E.TION C, 'NO 110 D POSTED SEPA REVIEW COMPLETE EXEMPT EXP V1 SIGN AREA ALLOWED , PROPOSED — HEIGHT ALLOWED , PROPOSID j:CCOUNT PARCEL NO -0m.-ICKO)IR 0001- NEW PLUMBING I -ECH ADDITION o C PLIANCE OR CHANGE OF USE OWT OVERAGE ALL LOEIC PROPOSED 35% 16.1 RE RED SETBA 'F 1'1'�U.T SIDE GK.SEA.' 75' 7S 7r, PROPOS D 'ETBA IT FRONT ELR SIDEC�KSIAA 117 PARKIN REO'D I PROVIDED 2- 1 LOT AREA 9,63�" I PLANNING REVIII ED BY DATE REMODEL [_1 SIGN REPAIR CYDS 0 1 F�NCE %X FT) 0 DEMOLISH E] TANK 0 OTHER CARIWEIT pETAINffNDWA1L 0 ARAG 0 RENEWAL Z F 'KER 0 (A A.', � ffA I, �"tf ao P: ITYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: A, CHECKE6 By PE OF CONSTe CCU 04' 0 PANT IT IC _7 ROUP NUMBER co OF o STORIES I NUMBER IF DWELLING UNITS I RITICAL AREAS N MISER I U S PECIALINSPECTOR IAREAMl REQUIRE 1) E] YE IC417 % JOCCUPANI LOAD r-i Lj F, DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REOT VALUATION FEE PLAN CHECK FEE Lo ,g3OURCE GLAZING % BUILDING PLAN CHECK NO: 0 IVISTED DATE PLUMBING MECHANICAL THIS ERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE SUC 9 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REG UIRE GRADINGIFILL 10 1. SEPARATE PERMISSION. 569 STATE SURCHARGE ej PERMIT APPLICATION: 180 DAYS eW PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 1�DAYS ENO. REVIEW FEES 5-0 SEE BACK OF PINK PERMIT FOR MORE INFORMATION, 'APPLICANT. ON BEH I ALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SU6CESORS ENG. INSPECTION FEE 0 F IN NTEREST. AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CIT4 Od EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND LANDSCAP IN 70 ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE to INSPECT NO FEE PLAN CHECK DEPOSIT RECEIPT /Svo a I DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANYC TYORDINANCE _, 0 NOR LIMIT IN ANY WAYTHE CITY'SABILITY TO ENFORCE ANYORDINANCE PROVISION.' TOTAL AMOUNT DUE IKEREBY 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 APPLICATION APPROVAL JHE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC. CALL This application is not a pernuit U1111 919ned by the TION; AND IN DOING THE WORK AUTH RIZED THEREBY, NO PERSON WILL BE EMPLOYED 0 Suit di7 Official a, hiethe, Deputy: and Fees ale paid. and N DILATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO I VI FOR INSPECTION ecaffn is ack—ledged in space pnovided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. 0 DATE SIG"RE SIGNATURE OWNER ENJ_ E S�ED (425) _LTCIALS L - loi 7___) �_ _ 0 () I . iRtUEL'E�A'SEOBT L 771-022 0 DA rt ME TIOh EXT 333 '12- UNTIL IT IS UNLAWFUL TO USE 08 OCCUPY A BUILDING OR STRUCTURE 771-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW -INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR 5.98 CITY OF EDMONDS. SINGLE FAMILY/DUPLEX COVER SHEET Olrec' ions: Applicants are to complete the information In the WHOIS PDXES ONLY IShad9d. boxes are for City use only). This cover shoot must accompany each building permit Application for a now single-family 1-lence PROJECT 'ADDRESS PROPERTY TAX ACCOUNT PARCEL 0 cl:-Y4 'P DESCRIPTION OF WORK OWNER 7—�:- =' PHONI520(o 4a 12-1 CONTACT PERSON-'\D15, 0L PHONE E -MAIL FAXG-�--'�)kok---7 Z-2- r) MAILING ADDRESS-,�>K-k-:z>Q\�- 12�S4-!�- 01KAX �CORRECTIONS EYM-AIL CORRECTIONS IE-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AN THE CONTACT PERSON FOR THIS PROJECT. IT Is MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND 17 15 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE WO)MITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DIS;r ,,,,,"R�7VA7E REQUIRED. �Fg SIGNATURE_ DATE I/— -2zir-10 — I ZONING INfORMATION Z ONE QS 5:R LOT AREA NUMBER OF DWELLING UNITS: EXISTING ( PROPOSED= DEMOLISHED__Q DISCRETIONARY APPROV . ALS CA 'IB 9 r�) DetermInaUon\L)0,Lt SUBDIVISION VARIANCE SHORELINE SEPA_&U*- Expires OTHER City Use Only LOT COVERAGE INFORMATION EXISTING SF 0 PROPOSED SF !S; TOTAL SF % HEIGHT CALCULATION INFORMATION DATU D MA AVE 4�1 ACTUAL- 'jj q SZTBACK INFORMATION REQUIRED FRONT SIDE. !S7- SIDE' "EAR *19 PROPPSEQ FRONT �%a 1-7' SIDE SIDE. REAR)4cV01ft []Y CNIC' LOi 0*Y:Ei DO...FL-AG- LOT []N0-ST,-DFDIC- I, 6'. RE06RIJING # IFNT REQUIRED -[]YESff1(' STAFF COMMENT$: 54f:L�*'- 6 ENGINEERING INFORMATION DRIVEWAY SLOPE % GRADING CYDS EASEMENTS EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SO.FT EXISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER O.FT. PROPOSED NEW NET IMPERVIOUS SURFACE City'Use Onix NO SIDEWALK REQUIRED CRYES []NO DRAINAGE PLAN REQUIRED 1:21YES 0 UNDERGROUND WIRING REOU . IRED []YES NO STREET DEDICATION LID# 01/059 STAFF COMMENTS: SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) SOILSO OSTART OF WORK DEXCAVATION A GRADING OSHORING INSTALLATION &.MONITORING E]PROOF ROLLING E] PLACEMEN OF FILL & CO MPACT16N OSUBSURFACE DRAINAGE 0 VERIFY SOIL BEARING OPILE. PLACEMENT DEROSION CONTROL 3 GENERAL SITE MONITORING BY THE GEOTECHNICAL ENGINEER OF RECORD OGENERAL SITE MONITORING BY TH E GEOTECHNICAL ENGINEER OF. RECORD 'DURING WET WEATHER CONSTRUCTION F19AL GRADING A FIELD REPORT 0 OTHER-- OPLACEMENT OF REINFORCEMENT E]PLACEMENT OF CONCRETE OBOLTS INSTALLED IN CONCRETE [--]STRUCTURAL MASONRY [:]STRUCTURAL STEEL ERECTION OHIGN STRENGTH BOLTING EDWELDING (WABO CERTIFIED ONLY) DOTHER PLAX CHECK # DATE RECEIVED BUILDING CONSTRUCTION INFORMATION CODE EDITIONS 1997 UBC, UMC, UPC, WSEC. VIAG WITN AMENDMENTS DESIGN CRITERIA WIND EXPOSURE 9 WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load-4—b Root SnowlLive Load —9,4� Balcony Live Losd_LM Floor Dead Load_LQ Roof Dead Load 1 C3 Balcony Dead Load_La NUMBER OF STORIES BASEMENTS FLOOD ZONE LOT SLOPE % SOILS REPORT PROVIDED Un, Im NO FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing Propose Living Space INIZ Garage (a Lj_X to (31 Carport Deck/Coversd Porch Other ENERGY CODE COMPLIANCE INFORMATION FUFL TYPE GAS. OIL 0 ELECTRIC PLI( 14FORCED AIR 0 HEAT PUMP ENERGY COD METHOD Of COMPLIANCE 01 PRESCRIPTIVE: List Option I 0 OTHER 011YORONIC OOTHER 11 TARGET UA APPROACH: Provide UA Calcuallons 13 SYSTEMS ANALYSIS: Provide Computer Analysis 0 ENERGY1VENTILATION WORKSHEETS PROVIDED 0 WINDOW SCHEDULE PROVIDED VENTILATION CODE COMPLIANCE INFORMATION FOR CITY USE ONLY Coiling losulation—E wall insulation 9, Floor Insulation Door U-Valus ' -2 Window U-Vsluo--M- Skylight U-Value Glazing % A KITCHEN FAN CFM BATHROOM FAN(S) CFM_PU LAUNDRY FAN CFM290 WHOLF HOUSE VFNJILATION SYSTEM EXHAUST OPTION FRESH AIR TO BE PROVIDED TO WINDOW VENTS WALL PORTS EACH HABITABLE ROOM WITH: 0 0 EXHAUST FAN TO BE CONTROLLED WITH 24 HOUR TIMER AND SIZED AS FOLLOWS: []I - 2 BEDROOMS: 50 - 75 CFM 4 BEDROOMS: 100 - 150 CFM JM 3 BEDR06MS: 30 - 120 CFM 5 BEDROOMS: 120-180 CFM 0 NVAC INTEGRATED OPTION 0 DEDICATED HEAT RECOVERY VENTILATI ON 0 PTION SEPARATE PERMITS (City Use Only) ORIGHT' OF WAY CONSTRUCTION PERMIT OENCROACHMENT PERMIT I =STATE ELECTRICAL PERMIT W 11 FEkCE.PERMIT OIRESIDENTIAL FIRE SPRINKLER PERMIT DOTHER * ONIECHANICAL PERMIT OPLUMBING PERMIT 0 WATER METER 11 SIDE SEWER PERMIT OIRRIGATION (SPRINKLER SYSTEM) 0OTHER Any reqU951 for modification. vffirlance of other administrative deviation (herinalter vadance') must be specifically CAII9d Cut and Identified. Approval of any plat Of Plan Containing Provisions whiCh do not comply with the City Code and for which a verififICS has not been SPOCIIlclllY identilled, requested and considered by the appropriate City Official In SCC0fd8nC* with lhe� pproprists provision of city Code of state low does not approve any Items not to Code :pecification. PERMIT ISSUANCE APPROVALS PLANNING REVIEW &APPROVAL CONDITIONS OF APPROVAL: (City Use Only) DATE ENGINEERING REVIEW & APPROVAL CONDITIONS OF APPROVAL: DATE BUILDING REVIEW & APPROVALI�� CONDITIONS Of APPROVAL: DATE 9 if CITY OF EDMONDS. SINGLE FAMILY/bUPLEX COVER 811BICT for: 160 to oompieta, an Information In Vw W"IT9 liftVIS JQMIJL (Shaded bones we far City Direct ons: use only)-` %L"o-OV1111"Gehost must accompany each building permit application for a now 910910-teStil PROJECT ADDRESS —'2C-3112�kIaL 15z_ PROPERTY TAX ACCOUNT PARCEL 0 DESCRIPTION OF WORK__,2L_.�=' OWNEA Pmm2uo- (o.'Zo- 4a 12- CONTACT PERSON _V"eA rL PHONE -2 -_71 E-MAIL FAXGZUo __-�Ot MAILING ADDRESS 04AX_ CORRECTIONS 0--MAIL CORRECTION . 6 E-MAIL CORRECTIONS y SIGNING THIS STATEMENT I UNDERSTAND THAT I At$ THE CONTACT PER66N FOR THIS PROJECT. IT is my :EspokSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATICIL I UNDERSTAND IT 15 NY RESPONSIBOUTY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAI To THE BEST OF MY ABILITY No :IHAVE SPOITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND CR VA7E REQUIRED. SIGNATURE DATE ZONING Iff ORMATION Z ZONE LOT AREA NUMBER OF QWELLINGUIdT$' EXISTING DEMOLISHED 0 PROPOSED=. DISCRET16NARY APPROV . ALS CA Ch�_Ct a Dat*rmInstIonN1_)CA_AkA_t,-_ 0, - -'2X U VARIANCE SHORELINE SUBDIVISION SEpA a Expires- OTHER CHI Up Only LOT COVERAGE INFORMATION EXISTINe OF PROPOSED SF TOTAL aF HEIGHT CALCULATION INFORMATION 6ATUMig�- 1 20. - 11 C2& D14S AVE MAX ACTUAL'. . V'I c4 SFTBACK INFORMATION FiFaUIR90 FRONT gb�� SIDE. S- SlOt REAR -_ ;5 E P-ROPOIESt FRONT I -l' SID 1_3 SIDE- REAR)j �Rft: - Y OY6 jaib Cffl�-LO E.0 9104-40T jT 6jdUljL A= STATEIAP gil []'V9S Ri6biWING # STAFF COMMENTS: 4iVAJ.: V, .9-2,0- 5444t'. 6 4.41. 4, 3"! ENGINEERING INFORMATION DRIVEWAY SLOPE % Z1W!;b' GRADING CYDS EASEMENTS' A7C 17� c' C_ I EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 -----SQ.FT EXISTING'IMPERVIOUS AREA INSTALLED 1977 OR LATER— _SO.FT. PROPOSED NEW NET IMPERVIOUS SURFACE city'llso Onix SIDEWALK REQUIRED [&YES [:]NO DRAINAGE PLAN REQUIRED I�NYES ONO UNDERGROUND WIRING REQUIRED OY98 ONO STREET DEDICATION LID# 01161)!W STAFF COMMENTS' SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only) SOILse START OF WORK EXCAVATION & GRADING OSHORING INSTALLATION &MONITORING OPROOF ROLLING []PLACEMENT OF FILL A COMPACTION OSUBSURFACE DRAINAGE. 0 VERIFY SOIL BEARING OPILE. PLACEMENT OEROSION CONTROL 0 GENERAL 8 ITE MONITORING BY THE GEOTECHNiCAL ENGINEEF.11 OF RECORD., 0 GENERAL SITE M ONiTORING BY T14E GEOTECHNICAL ENGINEER OF. RECORD 'DURING WET WEATHER CONSTRUCTION FINALARAqING h FIELD REPORT OTHER OPLACEMENT OF REINFORCEMENT 0 PLACEMENT OF CONCRETE 0 BOLTS INSTALLED IN CONCRETE []S T.RUCTURAL MASONRY OSTR.U'CTURAL STEEL ERECTION 0 HIGH STRENGTH BOLTING 0 WELDING (WABO CERTIFIED -ONLY) OOTHER IAPPLICAXT_J�� PLAXCMCK DATS 1119CSITRID WOO BUILDING CONSTRUCTION INFORMATION CODE EDITION$ 1997 UBC. UMC. UPC, WSEC. VIAG WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE 0 IN D SPEED MPH SEISMIC ZONE 3 IN Floor LI 0 Load 110 Root ftowllive Lowl Baloomy Live LO"im I _ _ l� Fluor Zd Load_M Root Dead Load Balcosy, Dead Lud_a NUMBER OF STORIES BASEMENTS FLOOD ZONE LOT SLOPE &OILS REPORT PROVIDED No FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL) Existing plopo Tatal Living Space Ntrl Garage Carport DocklCovered Porch ENERGY CODE COMPLIANCE INFORMATION FUEL TYPE GAS. OIL ELECTRIC [P-C JZFORCED AIR HEAT PUMP gMpgay L-ODE METHOD Of COMPLIANCE MPRESCRIPTIVE: List Option 0 —M 130THER 13HYDROIJIC [30THFR 11 TAROET UA APPROACH: Provide UA Colcuadons 0. SYSTEMS ANALYSIS: Provide Computer Analysis ENERGY1VENTILATION WORKSHEETS PROVIDED WINDOW SCHEDULE PROVIDED FOR CITY USE ONLY Collins Insulation e__ WaIllasuls"qn— a—l1f Flow lasuladon—j9--Ja Door U-Value * _+y, Window U-Vslua=_� Skylight U-Volve allwas % " Mi*&l VENTILATION CODE COMPLIANCE INFORMATION KITCHEN FAN CFM__�& - BATHROOM FAN(S) CFM_PU LAUNDRY FAN CFM_ WHOI P HOUSE VFNIILATION SYSTEA IhEXHAUST OPTION FRESH AIR TO BE PROVIDED TO EACH HABITABLE ROOM WITH: 13 WINDOW VENTS 13WALL PORTS EXHAUST FA.N TO 89 CONTRO..LLED WITH 24 HOUR TIMER AND SIZED AS FOLLOWS: 13, - 2 BEDROOMS: 60 - 76 CFAI 13 4 BEDROOMS 100- ISO CFU is 3 BEDROOMS: 60 - 120 CFM [35 BEDROOMS: 120-180 CFM 13 HVAC INTEGRATED OPTION 0 DEDICATED MEAT RECOVERY VENTILATION OPTION SEPARATE PERMITS (City Use Only) 11RIGHT' OF WAY CONSTRUCTION PERMIT 13NECHANICAL PERMIT 0ENCROACHIMENT PERMIT C]PLUMBING PERMIT 11STATE ELECTRICAL PERMIT 0WATER METER []FEItCE.PFRMIT OSIDE SEWER PERMIT 0RESIDENTIAL FIRE SPRINKLER PERMIT 13 IRRIGATION (SPRINKLER SYSTEM) 0 OTHER ' 0OTHER Any request lot Modification, Variants of other administrative deviation therinefter 'Verloate") must be specifically called out and Identified. Approval of any plot or plan Containing provisions which do not Comply with the City Code and for which a variance has not been specifically identified. requested and considered by the appropriate city official In accordance with the pplopristo provision of city code or state low does not approve any Items not to code Pacification. PERMIT ISSUANCE APPROVALS ,PLANNING RZVISW & APPROVAL 1J1`1ggC:!jgfZ.Mt1 CONDITIONS OF "PROVAL: C/ (City Use Only) DATS L4019M 511101111391RING RSV15W a AFFIROVAL_416 CONDITIONS Of "PROVAL: DATv;40ii- BUILDIAORSVISW&APIPROVAL'��!!:t� CONDITIONS OF APPROVAL: 9 4r :5]Tr-- PAT-N Lc:lr NF?,E-= k e,(o 3(o SF= NF_ C0RNF_P,: 8tv 0�4 s �-M CORNF-R 1&?- 7- SE_ CoRtlds.R 94-S SOIL CLAS�: 51L-TN 5-A I D LCDT- C.0\JE_RAc-,F_: 145(D SF= I L0.9 %0 l�NE_Rp%GE_ Psi ALj�\NA%5LE: 11-7.Zq BL-[)&. HTI: -\CTUNL-: 90.2-S+- 2.3-ND 114.0/ NOW WAXM MAx. mr-ma ANp-. E VERGREEN TREE 01 X. E A0.00 (Ty '0/ 5Ft7r EA.Eq RPORT, Mil Ille, (rfp) 1 M/M/p// vffi, (TO E P MOVED) F_ 90 \7 ------ N 88'58'2 C B.S.B.L. (TYP.) -V m -Z 5 x Cmb 4; Le k, W, 11 cc I "?1 8,007 S.F. t-z PFOPOW.D. CL x ftEsics it) 41 \ILUO Sp go WL sp V.A� D cc N is 2v M N 88*58*27' W 184.95 E SHED (To B REMOVED -?EW I BZFS-�__. R jr- 1;2� 17� 1130 L30' L; Qt>: for MH SUR FA Cr-- C_ A, L. r_ 1 40 PROPOSED E3UiL_Z;'lKlC, PAD: 144 0 SF. )4TO M RECEIVED PRofosaD DO SF SEP 2 6 2000 PRoPOSED C)RivawA,�(: 2?-Sl SFZ 160.2,0 LID . ING DEPT. PROP05-5-P WA�L-k-WA-f : W4- SF- PROPOSF-D CO\JF-REP PORC.44 ko sF A05 3931 SF. 5) PLOT PLAN j I A PORTION of the- S.E. 1/49 SECTION 25, TOWNSHIP 27 N*q RANGE 3 E09 W.M. ?DC'lH PL rw j; POMAL OL4L z Ex)57 IKMRV. SURFACr- CALC ST TION: 217,W LEGAL DESCRIP W4 C pRof-OS&p FU jL_p I �q C, PtA 0: 1-440 SF. PARK sw F. HYD. I L I : r RD A. Zr 2� 'j, W sl "woul =--t EX 9 N tT� P: *Cl SF ky. 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CLOMNG AND AC77NG A� A BARRIER TO FLOW.AMD THEN CAU_qNG CHANNEUZA)7 0 � � � I',, I 1. 1� I . I 1. . I a, ;=Ar`KIPU1 I . SININIMM . 2�, at4ecl:_ ,J P, Ly r- - ON r . . I I � I - - I., .4^ , . I .1 '.k C644 MINI) vj/ ,b:GPt- S�_l ce, . . . :. I . I . , I . I FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REp,LACE THE FENCE ANDIOR � I I I , I 11. I I I � - I . I � . . . . t. I I . - , S)I3MEP,--5IBLI= Putq\P �' I REMO Vr THE TRAPPED. SMUEN T. - . . . I I RF_SntRjcroR PLATts, -., :: �. I I I A, I I - � I I I - I. I I I 0:, . "I I I I I - . I I I . . � � -N;__ - I . I . � . . I WITH � 7/bo�' t_NA. 0R1r_1(:E . I . . ... I I . I , . _-W-5 -_,0 I a) I , . M'16Rs W R H-N.V> -1, �jp, OR. I: I - trital. . . � - . , Z . I � I A, . I ,. I I � . . I I I I qr. ..., F r-, I., . I I I 4. SENMENT MUST BE REMOVEr. WVi mr sml,wNr is 6. 1 1 I I V . I I . I I . I _t" , � �. . ' ' C-A-W. 1� isn."_ FLAM, TW-*,- - .1 ;�_ - - . .11 .... � 'I', .11 ,� I . I - I � I . .1 .� � . . .1 . I I . 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I I I � .1 ".. - 7VIZ RT, � - I I PUPAP =� _� ,"W>E - . � I I � I SLOP� I -C-A- - WhRi-> - I I � I . 1� JMpF,P - -%_ . � � ,\jlc-)j)5 SOR,FA(Z� I I , - 5e -Iqe . � �, - - � -1 , , I I . . NI) L) s - L-r- J_ . I I I . I I I . . - - - - - � fl" - = . **,"" J �_, *** - * I. � Iv. I r � :4 . - fli-ol.k. T , I I 1 -.7 � I I : 111 . - I I �� ,_ I . I SF. . =_ - --- - W . MH No GNP's I " I 1 2 . . 11 . L � I I I . I E�U[L_Dl�-JG : 14,S(- - PUMP NNIf- F_Q n. I 1_� . I I E � � . I I . -4 1 . I . 1:� k 1 1 1 1 11 It t � I - spti_v I I . . . I � . � I I I I UJ . F"R I \4 .�_ wkl�q , . L_Dc*\vTr_--D iNSLDf_= C=WP�,Gi_7 � . 1 -4 - BC�LT-!;� � . . . . 2z5i SF . I . I . . . 0 a. . I Z,* , . � � FA4�E,L_ 70 5E- :�4 70 Z . I .- .. 5F . . �' - - Z, I I I � . I - �. .. I vqN_k�-4.1)5c-ies'. 22A I N, I,LE4,,AN I E_t,� Su P,M . PA�,Je_L_ TO 5E WASIriED PPIP011.4 �. 1. . I ,_11 11 I I - � . " � . . , k . � . - I 2 I I .. I � . I I - �. F= 'J.1 I-TH : . I I .. 'Iel .e. " 4 11 -KI+ 11 - SUFMKI- -- I I I I I � . I I i�z-% I ..� . . � I . I I . ,593( SF. . 2-40 \() st"Gi I-E PHP,ee- P,Ir-41�1 -&u I PpEr_> ).it =krf- t>=I.-e;-- 8�0 - � le" . I . I I I . I I - - - . . .1 - � - -.- 0 . - � I � SNN I Tr-H . - - I 7 � D�5_1 ( oi-JIM, I I � . � . I I � I I I � .1e - HOA, � f� . . . I . . I I I I - - e-+-1 -111& . I -9 � . . � I . I I I 11 I fF�I` . . � Lr_--4EE�) i *** I . It. � . - I .1.11 I � I __. I ?_ 4q NSPWfP,L_T-, PRI\IF-=. � I �, 7 1 1 1 . . . I I I . . . - PvDio/\,iisuNL_ HIC-H \NN7F-P-- PLAP PI FIF_ !,r I I . pr__ , F-Tc)F_ I . I I . . I I I I 1. 11 � .� I . I I __ - - I _ I . . . � I I .. � . . .11 I � 1-1 ! ,1_,.\ 1,41 , - - r=� 00 n ot'j * I _!�J � . BOPIR�� I . I 1. I , I . I . 2.1 I , � I I . . - . I �. F, �� I I \,NtTH TEST 4 SIL-EA'4 c . I I I I I I I . � . . . � GRADING NOTES � I .1 I I . I I I 5 0 I.. I I � I.. I � I I I I _. - ,'! . I I . .. I . . I . I . RESF-7 i5U7MI-1 I .1 R I . I � �, I 1. I . . � I � , � I I - 1: I . . � . . � � I . . - � I . � . � � I . 1. I IL I . I . . � I . , , � � I I I 11, . I � I � . I .1 � � . I , . � . � I I . I . - J 4 � � I � I , , .. I I . �, . I ,� � . � i ,'' .� I I ?-,. I �&Ax - - E6T, GRNpi�,ic> G�L)P+ATM I . pUmp F;'Ut-i LIG-1--tr .4 Z+ 0 - . I., Unless otherwise specified, all work shall conform to the 1998 Standard Specifications I . - . I I � : " I �1. I I .1 645 �. I IN � 04 � I 1. � 1, I I . I - I . JAIK � � ��'S,L,01?5 \NQtAlt1J � 11 I I I . ' - I 1. I . Lfor road, bddg - e and municipal constru � ction cis� published by theMSDOT and -the . I I I � - I I � , "�� I . I . 1. � -EA;- I I I �, .� I I .. . I . jl_ �11 I- , 1 -.41 - � - I- I . I , I . 15PISE-1AFEWT . . C�UT - ��Oz c>) I - -40 WIP aIRC-DIF EW-�P\r - � . . . . . I . . APWA,'as � amended by the City a I f � Edmonds. Aft,gra'ding octivity,'Shall,6onforrn'to , . I 1. I I 11.1 , , , I I � "'It- � I . I t . I I 1 ?_50 C>( � � i I . TL " . � . � . I I I I I I , � I I � " �'_ . 11 _14!�.' MIN. , , I I I I � - mp�� a! H IC-H F �L_L_ *1 I � � � � � . I . . � . I .11 . . I . I 1� � 1. . r L I I.- . ,� I- - L I , I I I . , , I - � . � r 70. 1 1 1 -1 - I " � . I I I I IUBC, Chapte I � . . I . . . . I . � . e. � � I � , I � . . ' 11 . I � ,.;0!,J1 .11, � � 11 I � I . - \ �:' IS PF,F,Sj��,L TRE-0,1C.A-4 � . � ., . I I . � 1� I . � , � I . � 2 ji� HIC-4 k ' I I % . � - I � . I I I ''I I � 7'. 1 1 . 11 P100K Elk�f _nck . I IN�=�L:FRP�7101`111/ * . I . I I . I . . , I I L *AX. 11 * I I I I - � _2%_ * , I I '' " � ' 11 I I . I � WIT-HIN � . (I l,,4cJ_ . FcOt-lPi', -) . - . - I I— I . . I., I I . . . I I 11 I I C-9001.4c'-K - 1`11 .1 "I 11 11 . � � 11 I ", I M I I I I I - � �, 1. . . . . I I - 1 2. These plans.do not represent the location of'oll existing utilities., It is the� responsibility . , 1 WP4_t_; I.- � I I 5!5 � �, 11 I k � : 'I - 1��I!_::I_4T' . I I � . No :ScAL_r= 1. I I I - � . . I I � I I � L �1. I - F_ 1. gf:`ft - I I I I '' � I . I ! . I . . � I I . � I of the contractor to confirm the location and depth of existing,utili i r .� I -1 . I ." I I .. I I . I I I . � I - I . I I � . I � �''. . 1. I � . � it es prior.to I , . . I __-1. I � , , I . 11 I - , NN N�11_1_1 L '_ I � 11 ,� -_ � I -_ - - _ - .- - - - - � 11 I . . I 0excavation.', I .� I - . I I I . . I - 4� W I L I . � -11 - I I . � � .1 I - - -, I I .1 - . � I I I - � I I �. , . ��,:,. � . . . . . 1. �, 1, Ir - I I I I ,. � � I I . . � I I I � . I � A,Y-0, ,.' I . li .. :_ I - : I I _ , . . I .� �.11 I I . . 11� . I I I . � . . L I I I . I 11 � � I 1 I 1. - I I , . . ' . Y'. � , __�__ , I � I 11,11, I � . . I . I � . I I . I .. I . . 3. The contractor shall be responsible forall safety considerations during the execution I � � I � . I � . I � I . - I I . I � I . I _ . I I . I I . � I . � 11 . I � I E><TFWOeX> 11 . . I of the work. including trench shoring per OSHA specifications and traffic' control on I . I I ".. 1 2" MIN. COMPT , DEPTH PLASS - "B' ASPHAL T CONCRETE . L . . � - R --pr &P, I C_ S I L T f = F M C,r-- . I I . I . I , . 1. . 1. 1. I . �, . I I I , � � � Ce.t-AF_11X C�OKL-> I . . � 11 I . I I I � I ., I . I I - � - - F existing roads. . I I . I . - . f =I L_TF_ , I I � I I , . . . I I I � I � - , , . - I I 11 . � V MIN, COMPT,. DEPM: CRUSHED SO-W-ACING TOP COURSE . _J2,IPF_N? FAD S P�,L_oti & NORTH PROP. t-INIF-I ; - .� � 1. .1 . I .. . I , I I I . � . . I . 1. I . I I . . I � I . I., -1 I . I � I I 1 8 / F- RO(�4�-R-:o I � I . L I I I I I I I I I , I . I I . . .1 'L I " . It I:Nc -0 � (S-n-l"RT �D_ F__ r_JP 0 I I 1. : I I - I I I . 1, I . " I ?_ F Kc_�_= I . � . ' . .1 I I I I � � I I 4 MIN., COUP T 'DEPTH CRUSHED SURF -ACING BASEE COURSE' I ,p,l�.J 0071_F_i7 I � � 00 [NISrpta PROP. LIMP7. . 4. The engineer shall be notified immediately upon the discovery of any conflicts or . I 1, I I � � 1. I I I I'll � I I � I I . . I I . , .1 I . . I I � .� � � � I . � " I CRA WL BASE (CLA SS IS') MAY BE: REQUIRED Ptt�DING SOIL CONDI 17ONS ' I . . � I I F-K. HOL;5f I 12 WIDE- �\SPHP,�T DP,I"JF-\l`/P,N . . dis.crepancies relative to these plans., . 11 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 It I . I . I I I I I I . . I . - I . I I I 1,�111`1 2- C-rq\p I 1�-�, tANX. &R)�_Dr_� ( sea SEC_7AO�a) CA,-Jt�H ??NSIN # a (r,1PF__ I- E) I I � . I . I . . � , I I . I I � . I I I I - I I I 1 � I . I . � I � . I WLME-9_r Q-1 plic,H I I . � Rim, ' M.-7 - Z I - 5. All material used as fill sholl.be approved pit run gravel or -native material that ha's � .. I �. TIN/ P� 2RL1LF_-_W_ P��_t 2ELI(Otj . � . . I . I-It'lp- 1* I . I . f�UDEO C'URB I IF-% 2,5.5 (a4", r--) - CXlr-H ap��;If,l (TjpF_ -a 495I) 1 . . I I ' * ..L . . I I . I , . I been observed and the engineer. . � I . � I I I I I Rim: 12>13.0 . I I.. � � . I approved by .. . . I I . . . � I - - . . � I . I I I � I I . I � : I � I \M/ F-LOW IR"FeTIF" 1. . . 11 � . . . I I 11 � I I . I . . � - I � 5 -a 0.0% , 11 W<�� I .. � . . � I b � � I I I � I . 1. I . � .- . � I ... � C_,C-09LDC-" wl,,� L - - - / 0- a4w!' C�N\l // V . . I ' . I . I I . � � I . . - ?_ I 5, I . IF-.. 2�:3-5 24 . 6. .� I . . . I I k-fe�C>K' PIPE- I I . ,All structural fill material shall be compacted to d minimum of 95% MDD (unde . I � I � . . . . I . . Nk)�,X. 05 k . . . I IDE- . . I F- : G5 .'S � Lo 4 ,5) I � . . . , 1. � 1, I � - . I I ,� I .r , . . � . 0 � . � buildings, rood , dirlivewdys. walks','parking lots, etc.). This fill sficill'be compacted I r . .1 � � I � I � . � , HIGH I 1 S !-30-1 (5E_r-_ Dr-_Tl---�IL) . . I . . !iI . I � I I . I � . r I � � I I I - I I I � . I io I I I 0.00 >,.es 5� "01. LO& . I � during optimum moisture content in,lifts riot exceeding 12". 1 I. . � I I surface -should be 1 A4.82 ), I I I I � I I For flat backs lope, , - � . . I 11 I A. -N I I ( _-,� - - , - %e I I - -_ - -_ X. I I � I . . . . I I . ..� I I I � I . I I 6"pervious end Appod to dr6in � __1___V I A-_�kpl,[ S3=:::X2r_= - I I I . I � I 9 . I . I . I __ -_ - .-,K"tl- 'M , - I - V of swill, - - I _� 1K - - k � �b -_ -- - -- �, . . I � � . � . . I I � . 1. . . I I. - "F W . I I I Nt - . - I . tests shall be t . r: s ruc ura . I s a e ir c I n o e engineer. I I . . � . . I � aWfZPF_V_; DW L.1 M.t . " . . . I XrL - I I . - &%I � P\1 7. Compactiog, I . . . . I . . � . . I I " I I I � . I � � . . I . I I ,, . I ", I . � . I I I I . . . . I \ \ --- �� . � I � re ' ' ted,to 95% MDD within roads'o . r . 9 . 0% . I � - , min I . I . � 6 . . I . . . .16 I I 1, ___� I I (IJ.DT , '". RINv. sq-0, I � 8 All f- `nch backfill material shall be compac I . � � � .. I . .. � 11 � . I I ... I 1. . �� I . I Free. - dr I aining backfill Imax. 5% rines): I N I I - . . . . -r , I � . � . I I . I . � I r. 11 I I . I I � . - I . I I I I I I � I I � 11 I I ---,*, I- \-'AS - , I - .1 I I . , �, . I I . I . , - , � I . . . I . I I I � I I I . . - I . ;N'Z-RHN_1 o . , .. .. 4 I -1 C 10 . C_ e 2.0% � I I I I � I � � I . I , .� I �.,r... I 1, 2 (or flatter), ,. I . I L .11, . I ��", . I I � , I 13�3z_ A,�,-FH,�,L_T I I - / . I I I � � . 11 I . . � _. . 11 I . � . I � I I . I I � I I . 1. I � . 1. K?RcN" 0 I "... 11 I I I � I PLW\(- SI-P�,-Moi,� (ISF-F- �_��IL_ AF,Ci,4F_) . . � .1 I . I I � . fr-06F 'k , -F I - 11 - I I /� .. , *_� 4' IZ0C*_ - P-,( &V . I I .1 � I I : I . I � . � ::�% - . gen) I lb" INL.l=T: S5.3 outside of traffic areas. ,. I � . . � . , I . I w . Min., 8' wide layer of 2* - 4'qusrry, � o _ -_ -_ ---, -.WL------ _____ I - ------- --- -"-- --------0,- -------- -_ 1. . . _. 1. i � I � , I � __ , , . I I J0 . . 1 I . , .. . . I . & I � 1. 'op , ails adjacent to tockery , I . . ,,�_� .. .0 !! ? PP71c_ 1 L f C � . I .� IL � . I t I . . � . . I L b I . 11 I I 1. % . - I.,. 1, to. 2 � 1 . I . . . . I I \1 . .L . . .0 . ��.? (I _%;��_, - L I I I I I 111. I III - 1. . L I .. I . I I . I I . 1, . L . I . I I I 1. r . I � I I I I 11 . . . . I . I . I . . . � . -4 1 L � . . I . . . r � I - ''I I I . . _ _ , t I . I I __� I I,� pl LTRA.-n c> t 9. �Fill slopes sh&il riot exceed -2:1 1 and cut, slopes s o1no e.xqeedL 1.5: 1. � , _ _ _ _ROC.�, , I I I . I I L . . L � _ -_ -,- - 1. W P't"i.m . L I . I I L I I ---..I-- . .1 I L . L I I I .. � I r � I I L LL - -7- ;; COW- .1 I ,'i::�Lcl L � I I I , . . . I I , I- L I . I L Stable cut face in native I ! I . IA - io . :� �6. 0,4ap I I I I I 11 I . I I I I . I I L I . L ' I= t- "-616-� I I . . . . . L I , T_1__ rl_ - , V__�%x f, L 1�_ 47� �-,, I I 1 6 1 1 L L I . ; ,�p . ,e=_$e$.Sr I ., . X . � I I . . . I L I I I L . : �, �� L�',�' .�rnateriel (sea note 8) L L .� - - - - - "I .. - I I . . I I .. I . I I I I . I � I , . . - - I �.. I 1 4 t:Y�Ap CKJE_R1F4_0W : I l[disturbed ground that is- not to be pav,ed or landscaped shall be covered 'with ' , . I I 1, I I I I L 1. � i, 1 � 1. I . . _�k , , L L H I&H r I I '* '. .L.r I L *, _�� 10. A " .. I . - I I . . .11 - I I ,., I , . 1 1 . L . I . . I . . I , - 'L OP . I I I .1 � .1 I . . � I'll. L W L : I . % oq� 40' LDNC, 1"�- Q" 4 -_:Gfoa�� . .. . . I I . �''. L.1 .� - � � . . L � L ;!. L . I ,L . 1. 4. . . I - 2" fNC SC.H. 40 L � ; . CIO. � . I . L hydrosee.cl or seed, and mulch per.State DOE specifications. L I L .11.1 I . . , ' . I I , - I * for less) diameter vve,*ht4d gravel: min. 15* I , I " _. I . I . 1, I . . \ .Q,-,- awz�&� T�Z,S�-Ic,�4- - . . I I L, I . I - I I . L. . . � I . L . Maximum � I I :�: I I : - .1 . I I I L . I . , . I � � .11 , L . 1, I , ; I I I FOP,C,F- MNIq . � I . . L � I . . L I � . I I I I . Vai - . I I . "i" yf I IL ROC*_-Ek�( . . : I 1. . I .. , I . . ' I I . . ,.t � L � . . � I I L L � 11. . . .. I � Height � I IL I -1 � cover 0 pipe: min, 2' gravel under -pipe. I �, � �7L.�:. i,pl, � L I ,' . - . : ,..",� ,I I : I \ 70P 4 5r-rMI'll", - TD 5F_ . .1 ML . I . . . I I L I I . I �' , � I L I I " I . : . I � I . I � V�"'��"!' 11 - _ , FRC*& FL)h&f> nJW.'+' L . L_E�Nel_ - . . 111. All adjacent roads shall be kept clean and free fro mud and debris. Contractor I L I I "I I . I �i�"_:V : - : I I I . I : I . I L � I I \ ____ - - % . - . L . � I L �,_�" . 1c; .- to' . . I . I I . I . .. I I I L . v4',"'. I I \\, : -, - -_ . or periodic�rctadwciy clean b ing. L I �, - I L I . I I I . HiGti --- . SEZ - C_ -A I L , I . I . I _',1111�; %Ahi dbNLUCTION ENTRANCE MM DETAML) 1 1 L ; I ( 5r- n 1, . I . . I I I I . I . � : sholl, be responsible f . L I . I r I L ': '1� , %' 11 I I I � .L . . � . . I I L . I L \ - . : I � T, 0 ) � . I I I I I I . I I I 11. I . :L I . I .1 I . I � � I I . I I � 1 \ ! L I � SO IL LB � I . . I - I 1 -7 � I - . ii I Z I L . I . .. �. I . .. I ...L. I.. �L � I I . I . I . L .,,�. I . I � ' L ' L I . I �34 I . . . . _� 4\1 1 .. , , �. L L I L . I � . 12. Co. ntractLor shall tak I el measures to minimize dust generated by dr,pding acti I v I ities: - I I - / I L I I % \\ "�, i I I,-4E_\t4 HO : I *. - 1 .2 '. . I L I . - ,% L � . I .1. L. .. L 1 L .1 I U , . . ---A E * *! ,�;g . . I 1. including frequent watering by, an' onsite water truck if, necessary. , r I L . L CP 'k I I I - . � . \ - : L � I � I 1-1 I / - H00eE I __1 ! . qo.�:! . ) 0 HOOSE- FILAICIF- G I L-T f::F_t,JC-F_ ARDU1,J0 . . " . I � I I I . L ,, I I I I E�< I . � 1',\ , _*1 \ F F I-' : r--, I . .., I . I I L I I I *'�� F IRE AND AID ADDRESS SIGN REQUIRED ,/ 0 . I : )k ! - . " I . I . L I /) I CID . I . I L L �-7�1s_n I.-a(�, ... lwo 'TRF_f_: _5 7-0 I3P_ - - . . I / . I/ . I L I I L I I . L I I/ . I I X,�, (D L . . � . . ,--I Yq-+t-J,Z- / q M. 90 , L I SA%14f5'1� I . I . . Z4 - 'I---- LOT 1 1 1 1 \ ::�, " . �.491r ,, � ____ I : . I I . . I - ,/ . J L I t�, pvc - loo: FIL-TE,9- FNI�IRI.0 slL-r Fi��_�CE- . . L . . . I I I I L .Q I I _ . R F/SUITF4� : . PROP. , Cot' . :;� . Z_ . I � : . . NL-t- P"LONS ff_N�5r - I - - - -- ____ . - . . : VN)N (�,, ma�. : : . L I pq L 7 .. . I \ ! L : 4 I I N s I c)r=_ . PRO P. I-' t,J F- - I I . I L . I , I . I L . ?-O/S\,r C,b-4? : . I . I I I I 4-.) E�X_ OR\"�. . L .: ; i . Poorll,JL(�� . . . 11 L . . � : . . ., � . I . I . 1. I L . . . I I I ) L : - __ 1 4-4 It P'�C, _ . I . I � . I i 'I-, ! I . I Q'� I I � - - - - - - - � . L ;-.1 '11 L! It ), I pgi:�i�,i, TO It,,IF-IL-T,1 I � I 1. . I I -- . . : � , d DISPF � . I I Z I �_ - I . . . ___ ____ __ I------ - - � * _RSNL- -RRF_P12-tA- � . I I I L . . . . . . RIGHT-O � . . . (S:��7� 1 1 1 11 I I I L. .; . I . .. 1. ''I , L L * . . I I I . I I . . L . I L L 1 I I MAY COMMUCTION PERMIT FC"I,J 4e 1% I IL - . , L'. . . I L I . . cn L . � . I I I I . . I I . . I AKI . I . � .. . I I I . . . L I . n . .1 � - . - I . . I � �. . I � � . I I I I I � I I I �,L I I � � I � I . I w 111110111-rAptiviv . I I .. 11 - 1. � Mr.wUltIM __ - - - =ar-:�l . - ____1q4 .1 I ... . I I . . I I __ . I I I I �. 1. �� 1_ . � .1 1. �� ." I I �11 I I I 1� . . .. �L I � .. I . I I I.. I . '' I I I., �- I � . I I I . 1. ". . � I I I I I I I 11 I 11 . I . I I �, I � I � I � . I 1 66.59 I \ � . I � . I I - 1 1 1 1. . � I � I I . I � I - I I I I I � I 1. I . Q � I I . � I � - � , ..'�., I � . . I 1� . � � . .1. I . I -1 . . I � :11.1 . I I I I - ENVIST, TR. . . 11 I I .. . . � � � . 1:� � . I � t 1. 1� . . 1. I � � � . I . I � . I . �, 4. Flo kbries over 6' , in height must meet setback. C . � � , . I I . . I I � I I . � I � . � I 30 � I ! 30 � * . � � - - - --I -IC>6 -rO BF_ ePN . I .. I - . I . . I . � . � I . q_ � . I lot - - - ... I � � GMIERICONPIA -1 I I I I � . � .1 I . I . .1.11, : I I . � I . I I requirements -in residential zones , . . r . I I ''I 1 1 - � I I I I � . I 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 . 4z�- r,4CTr=- : FOOTI NG, ' r_)F4'v I 1-� SHP\Li- aF- ()TOR IS RESPONSIBLE I I I . I ., . I � . I I . , I � . . . �4 I . ",� 4w_�� Trw" MAL, -15C * , I � � . . I I � . . . . . I I � � I . I 1, , I I � I 1 5. Flocks shall be sound and have a minimum density I . �, . I � I I - I I . . . I 11 . I I . � � EROSION . I FOR I 'rL -VHF- CoNtROL AND DRAINAGE I F-)<, H00ef- I I C,0Mi,aF_CTaP QIFI,SC- -:1 M � I � I . I I . I . I . . 1 '�67'� _t�' �� TMr- . I I I . . - . . rZ.4 3 1 ?" I A*V ' I 1. I � . ' . ,� I I of 1610 pounds per cubic fo t. � q I INFIL_rRF�%rJ01`--l/ DISPG�RSJNL- T-KF_I1C_,i,4# � I I I I I - . I (Z -1 � -L I . 1.1"; I , , General Notes �. .. . I - I I . I ", . � I . . I � . . � . I . . . . I -HF 1�qS-rF _t_1TIC)t-4 ". --INA. I . MC)r I [>ET& I . I . � I I I TZ_11!:;- immts � . � � . I I I . . I I I . I ' I I . I ,�, I I 1. 11 � . . '', * I . 6. ,The long dimension of all rocks shall be placed � I I I . 11 . . I I I I 110 I . � I I . � . I . � . I I . . I I I . . I . I I . . 1 �4 . � A., Rockeries 4. and over in height requir.e a DU110ing .. I I , . I I . perpendicular to the walL Each rock should bear on I permit. . 11 11 . �. I .. . I .1 I I I , I - 1. I two rocks in the.tier below. � I � I I I I - I � I I I I . � . I I . I . I � . � . I � I - . I - I 11 I I I � . � I I - 2. For1rockerits between,4' and 6' high, the installer ,, 7.' ' )mproved walking surfaces above and adjac I ent to . ' ' : . I I I . I I I . I 0. I I or contractor �shall provide a letter," to the buildin ' . , I 11 I I I . , - . rockeries over 30' in height shall be protected by a, I I , I � . I � I I I , inspector �prior to final insoectio� certifying that guardrail: conforming to UBC.509.1. I . � I ' I I I . I I I I I ,the subgiadi anddrlaia prepared in . . I . I I 11� - I � . . I � ' . , I . I I I � accordance with " the standards. � 1� . I I � I r . I I I . . � . I I I 11 I I I . I . I I . . � I . . .:,8. R6ckeries are r crosionTcontrol sttuctures, . not , I 11 I- I I � . I I � I r. . I I I . - I � ' I I . I I I I . � I I . I I . I * I � I 1, . �, I 11 � retaining walls. Native material, mus.t,'be.stable and � . 3.1', Rockeries,, 6' and over rin height require engineering . . , � I � ,� I . , � I I , I freestanding imcut face. ; . . I I I I I supervision by a special inspector. per LIBC I I � . I . ,�, I � I I . I . . I . ' � I I I � I I � , . I I I - I � I � � 1701.2'. which a t 61 minimum. * shall, consist of 9. Any . , deviation in'design or, placement. of adjacent . I . I I . I . I I � I 'inipicti6n." ��nd written . ceetificatibri- of subgrade, . . � I , ' ' 11, I I I I structures must be submitied with the seal of a Civil I I I I I - ' "' fl, I bla 6 ..course and 1 drainage 'and', - - , * I I � . � I I ,placement,o s . � ,� I , Engineer currently licensed in the . State of . * ' _ I . ,� . finished-roc,lk , � . I � 1, . I I I .. I � I I.. . . . I I I , I ... ery. - ,� , ,,, � . I � I � I I Wa . . . . 11 . � I - I.: 11 �1. . � �i�:, I I 1. I : � . �� shihgton�_ I .1 � - . . I I I � 1. . I .1 1-1 - 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 11 . _NR' F'D CX,r-,R,Y DE__T1*-'-%1L_ ' � I . . � I 11 I I �, I . I I 11 � � . . � I I I � . I I . . I : I . . . UTILITY. CONFLICT NOTE: � - . . .1 . I I . .1 . I I I � I � . . I I I I I I I . .. . . � I �. . CAUTION: I . I- I ' I �� - � � � . I � I � . � I . I I . . 1-1 . . I - I 11 I . : � I � � I I . � . I THE CONTRACTOR SHALL BE RESP014SIBLE FOR VERIFYING,THE'LOCATION, D I - ' . . , � � . , IMENSION- A14D DEP Ill .. OF ALL EXISTING UTILITIES WHE T NS.OR NOT BY POT14OLING THE U71LIlIES _AND SUR ' VEYING THE HORIZONTAL AND r VERTICAL L.00ATION'PRIOR TO CONSTRUCTION.' � , ' , I I � THIS.SH`AtL INCLUDE CALLING Q71LITY LOCATE 01�800-424-5555 AND THEWPOTHOLING ALL OF- . THE E . XISTING UTILITIEt'AT LOCATIONS 0 1 F.,NEW UTILITY CROSSINGS 76 PHYSICALLY VERIFY I I � METHER OR NOT CONFLICTS EXIST. .LOCATIONS OF SAID 'UTILITIES 'AS ' I � I I ' SHOWN ON 714ESE KANS - ' I I . � , ARE, NOT GUARANTEED'AND ,ARE SUBXCT�.TO VAPIAtTION. � I I I I � - 11 I .. - � , . . . I I - .. I _.. . . I � � I .1 I � . . I I � I . . I . I I I I I I � � �, I .1 . I I I I , I � 1. - I ,� � . I I � I . I . � I- I I . I , I . I I . I , - I . . I I 11 .. . . 11 �. I � . . 1. .1, r I.— ': .1 11 . I � : . I I - I I . I . � I I - I ' � . . . � I . E-4 I I I � 11 . I I I . I � 1`1" I L-E-G E_ �,a �::) .1 . . I . � I I . � . I I 11 � I � ".� rl.� . . I I I . � � I . . I . I . -,05 EXL5-VAWG GF:4DUr-ar_> E_L_�F_q. I . . � ,GRAPHIC SCALP . I � . . I I I I �. . . I . �. ; � . . I I . - . . . FND. CONC, MON. (CASED) VISITED DEC. I 220TH ST. S. W. 40 0 20 40 ME ME — — — — — — r — — — — — — — — nGs e, IN FEET 1 inch = 40 ft. k6 K BASIS OF BEARING: PLAT OF PINE ACRES (AS SHOWN) I I 30.00 co C) LL. K j(12 S88-58-27-E (P) L 184.82 (P)(C) lot to 00 0) LU N (0 — — — — — — — — — — — — — — - 30.00 C' 30, 30' 12 --------------- N88*58'27"W 95-05 8,001 S. F. L — — — 118.36 0 S. B. L. (TYP.) 2 8,636 S. F. coo "D 66.59 0) 00 2 00 CS V) C4 'U-F.va tr,/(Lj S88-58'27-E (P) 10 3: ------- ---------------- -------- ------- PLAT MON. -LINE ---- FND. CONC. MO4N (CASED) 224 TH ST. S. W. VISITED DEC, 1998 "8 .0 z 12b, LEGEND: + EXISTING MONUMENT 0 SET REBAR & CAP L.S. 130442 B.S.B.L. BUILDING SETBACK LINE (P) PLAT DATA (M) MEASURED DATA (C) CALCULATED DATA LEGAL DESCRIPTION: LOT 9. BLOCK 2, PINE ACRES, ACCORING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 63, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. N01(my ojulit- State - 4 1,1jc0ington V)1A (IOCK My Ar)oolritnier.t L-xores Moy 30, 2001 CERTIFICATION: JIWE VERIFY THAT 11WE ARE THE LEGAL OWNER(S) OF THE PROPERTY DESCRIBED ABOVE AND 11WE CERTIFY THAT THIS SUBDIVISION WITH THE FOLLOWING DEDICATIONS AND CONDITIONS IS MADE OF MY/OUR DESIRES. ACKNOWLEDGEMENT: State of Washington ) ss. County of Snohomish RECEIVED JAN 2 3 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS I certify that I know or hove satisfactory evidence that. islore the person(s) who appeared before me, and said person(s) acknowledged that helshe signed this instrument, and acknowledged it to be hislher free and voluntary act for the uses and purposes mentioned in the instrument. Doted. A f, -7 0 0 0 Notary Public in and for the State of Washington -- 3 ; CL. 46 C� C- "(-' (Notary name to be printed) Residing at: My appointment expires: CONDITIONS: 1. COMPLIANCE WITH ALL OF THE CONDITIONS OF APPROVAL FOUND IN THE FINAL APPROVAL OF THE SHORT SUBDIVISION AND THE ATTACHMENTS THERETO. A COPY OF SAID DOCUMENT IS LOCATED IN FILE S-99-9 IN THE OFFICE OF THE CITY OF EDMONDS PLANNING DIVISION. 2. SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT. HOLD HARMLESS AGREEMENT: OWNER, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM. APPROVALS: APPROVED AND AUTHORIZ FOR RECORDI G Y THE CITY OF EDMONDS ENGINEERING DIVISION B ( e PHIS DAY OF - MAI" APPROVED AND AUTHORIZED FOR RECORDING BY THE CITY OF EDMONDS PLANNING DIVISION BY 0 5671416'� I THIS DAY OF M A Y 9-000 FILE NO. S-99-9 SHORT, SUBDIVSION FOR JAMES H. CARROLL N.E. 114, S.E. 114, SEC. 25, TWP. 27 N., RGE. 3 E.o W.M. CITY OF EDMONDS COUNTY OF SNOHOMISH, STATE OF WASHINGTON RECORDER'S CERTIFICATE: 2M0Q52-55X1 t-.IZ— SURVEYOR'S CERTIFICATE SHORT SUBDIVISION FILED FOTkRECORD S!M.,F.M. INDUSTRIES THIsI5�- DAY m�---, .2.000A. D., AT-'09'L- THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME AVID G. WEST Jr. & ASSOCIATES FOR MINUTES PAST--]]--- o,cLocK-A---M. AND RECORDED IN OR UNDER M Y DIRECTION IN CONFORMANCE WITH THE RE- Professionol Lond Surveyor JAMES H. CARROLL QUIREMENTS OF THE SURVEY RECORDING ACT AT THE RE- VOLUME ------ OF ----------- ON PAGE ------- QUEST OF H. CARROLL__ IN__APRIL 192.q... RECORDS OF ---------- WASHINGTON _JAMES 13924-204TH ST. S.W. (206) 778-1649 (OFFICE) DRAWN BY. DATE: JOB NO: I aeo'r 4p2- QOUN Al A."'a', -/ XL1 V4M� Z�� LYNNWOOD, WA. 98036 D. G. W. Jr. 8-15-99 CHECKED BY: SCALE: SHEETIOF. - mGR. J SUPT OF 9DIbORDS CERTIFICATE NUMBER---- 30442 D. G. W. Jr. 1" = 40'