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23727 104TH AVE W (2).PDF23727 104TH AVE W P(ROJECT RE W CHECKLIST PROJECT NAME:' PLAN CHECK RECEIPT DATE: Vil PROJECT ADDRESS: REVIEWED BY: (Initial/Date -PLAN. WATER :N,G, COMMENTS FIRE BLDG. SEWER STREET E Setbacks/Variance/Setback Adjustment Conditional Use Permit ADB Requirements Other Zoning Requirements Underground Wiring Required 5 Lot Slope 15% 6- SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .. 8 Plat/Subdivision Requirements 9 Legal Description Verification 10 Quit Claim/Street Dedications I, . . . . . . . ... Easements - Public/Private ... .. . "I'll . . . . . . . . . . . . . . 12 Engineering Storm Drain Review Fee no 13: Engineerin 2.2 Inspection Fee 9 Drainage Plan (On -Site) .15 Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line Open Ditch - Existing Culvert Required ..... .... .. .19: Culvert Size 20 Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required A10 Driveway Slope & Vehicle Access Sidewalk Required Curb & Gutter Required .. ..... JVO Curb Cut For Driveway Required . 2 6:,.. Street Paving Required Right-Olf-Way Construction Permit Required .. ... OVJWD IV o Street Name Sign Required w,29..., Other Signing Required Al D Bond Required For Public Improvements FEMA Map Check/Water Table Side Sewer Availability Calculate Sewer Connectioii Fee If No LID # Create Street File ..... . . . . . . . . . . . . . Existing Water Main Size ........... . ....... 37 Water Meter Size Service Line Size . . . . . . . .08 Water Meter Charge Required Hydrant Required Hydrant Size Existing . . . . . . . . . . . ..... V 41— Fire Line Charge Required - Sprinkler 9 .......... Street Cut Miscellaneous ............ Reviewed By: FIRE PLANNING a��o �NGINEERING ,1/ PU9LIC WORKS RECEIV71 , 0 C T 2 7 1997 13 R E C 0 R D OF C 0 N T A C T S 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT I 9 29 10 30 11 31 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT DATE ISSUED RECEIPT # 14- PAID $ RECEIPT # DATE 34 15 35 16 36 17 37 METER SIZE PAID $ DATE RECEIPT # 18 38 19 39 20 40 x CAREFREE 3924 204th Street S.W. Lytinwood, Wash i it g ton 98 03 6 H-0-M-E- - S JNQ (206) 776-1442 FAX (206.) 7i'2 —8843 LIC. 0 CARrlFH1122CP cvv5D y- NewHana NOV -PLcfr FLA N 201997 PERMIT COUNTER Zo �BS L TO 41Z. 0 4!5'. 0 Na POR C. 14 EISL- r) r;VmWv�l r) v W/3 nwe- 4ur)mund Lot- I 4r�' GA�*�,cts '-"s- �7-7- O.Zo CITY COPY A- .3 14- "I I V) 00 46 -9� IVS-1.144 APPRO BYILANNING (::! -- /0 <- W-7 '�Tlr ) J- , J5 z—, " 3 05-21-1998 10:31AM FROM CAREFHOMES-INC. TO 7710221 P.03 City of Edmonds SITE INSPECTION RECORD FOR PYRi%IIT NO. ISSUED: IZ,4197 -EXPIRES.: _14Z2Z_y6 T�ds card must be posted on site and visible ftorn the street. setbacks for -Zone. Owner� �)a Front: �A_ �id_:� Height: Site Address: File Ns: Project: t_L_-Q 7" Inspections Appro Notes #1 Site/Demolition Pre-Dernolition Sewer Cap Cleaned Site Final -92 Foundations Setbacks Footings -7—AW—W q1,,Z 2 7 Foundation Walf1p, e ir Piers Retaining Wall Slab Insulation 43 Plumbing Ground Work -A Femit # Roush Jn other =M =41HVAC Gas Test/Pipe Perrnit Equipmcrit #5 Framim Exterior Sheathing Shear Nailing FramIng Ing Hei&bt ChRk #6 Insulation and Caulking 97 Sheetrock Nailing t; Se #8 Public Works Side Sewer 771-0235 Water Service 09 Engineerins R/W Construction L-J 771-0220 Drainap Tightline SiI&ImprovernenU 410 Fire Hydrant 771-0215 Fire Protection Systern Extinguisher3 Addressing Visibility #11 Final Approval Engineering XU Plainoing Fire �P' Exte.9ded Paqe 3. This Building Not I To Be Occupied Per UBC 109, Until All De'Partments Have Granted A Final Approval. Call 771-0220-..,��:�3For Inspections, TOTAL P.03 OLYM011C VIEW WATER DISTRICT SIDE SEWER PERMIT M Date, Permit No. N2 3642 a- Side Sewer Address 23fft-*�,;S W El&vt &Ad (V Lot No. Block N . Plat Name 0 I-- cn W Z: 0 :E LL W a a: 0 E: 0 of LL Z: <r M -4 CD M 0 in CD The undersigned hereby agrees to construc:1 the side sewer as above applied for, including, Uutnot limited to, the following stipulabons: 1. That all regulations and requirements set forth by Resolution No. 138, of thG Olympic View Water District be compiled with fully and completely. Resolution No. 138 is, by this referencD, inckided In fts entirely as a part of this side sewer permit application and by the issuance of this parrTit and acceptance by the owner, op his agent, agree to tie bound by its terms and stipulations in their entirety. (Copy available for review.) 2- TheownDr hereby agrees tD maintain the side sewer constructed underthispermit In accordancewith rulesand tegulationsof the Olympic View Water District, and further will permit access with entry by authorized repre�seniatfvea of ifie Otympic: View Water District on the property -desorl bed in this permit at arty reasonable time for the purpose of inspbcGon fcr'oorrqpllan4:e with all district r4gulations. 3. The owner is hereby notif led that the 0 lympic View Water District sewerage system Is for sa nitary ef f I u e nt on Py and he agrees that he will not at any 11 m e con nect storm water drainage from any source to the District's syf>tern. this Includes, but 13 not limited to the fo-lowing: [a) roof downspouts, (b),building footing drains, (c�springqor under ground -water from any property, (d) any outside ground -water drains. 4. The owner and his contractor herebyagree to accept full responsibility, and to hold Olyinpic View Water District harmleisjor any liability, damage and/or costs of any nature whatsoever which may accrue from prosecution of side sewer work under this permit. 5. The owner andfor his contractor �emby agree.11D safeguard the work done under this permit in such a rmanner as to -prevent injurV and for damage to the public. Such piecaulions shall include the employmmit of all*necssaary ditch safeguards such as lanterns, barricades and safe access or e6reas, through the working area, 6. Unless work 13 to be perlorrned by owner, the owner andlor his agent agree to employ a side sewer contractor, licensed by the State of Washington and covered with adequate and Satisfactory liability insurance, for all work to be prosecuted on public roads, rights at way and private pFopertv; 7. The owner and his contractor agraa to obtain at no cost or liability to the District all necessary parmills for construction' work to be accomplished under this permit. Owner's Name Ownef s Signature (PLEASE PRINT) Owner's Address and Phone Side Sewer Contractor Contractor's Signature JPLEASE PRINT) Contractor's Address and Phone It (FOR USE OF WATER DISTRICT ONLY) Type of Bulliding and Use Monthly Service Bills To ,'Permil Fee andpeneral Facility Fee, R- LQ 12-1 :�e� —Pabl -�36761 .00 tsw,4ed By IOLrMFIC VIEW WATER DISTOCTI R Mae, RECEIVED I J U L 1 7 2002 BUILDINGFPR�7a-ei owr4vo; �x p �10 "it-ILE 20. 1 VTY OF EDMONDS FKALDING DEPARTMENT I'Alop't OWNER .Ex;stil,vt 1-fouse N, Fov a h J 6 cl 0010, move -r ple Ae,-r APPROVEIJ. A NOTED BY ENGINEERING Date: /0 41 A/7 01 VS � 237z7 10v-�b 19,v UA I r-. LDG. OFFICIAL � J.; 01 m 1*4 0 P4 *�-S4 rl NUMBER 11w, 00 tf) N 'V/WOS�-S 6177 S"Ce7l�e2--5 P�77&15 Czfl-led DA Zone S.W. 1/4, SEC. 36 T.27N.9 R.3 E.W.M. 003 -4 4 ?34 H. % fArE 234210=t 23405' 4 27403 'K � "IANI Q0 a n St . I "D I V;: 23427 003 La 34 1+ COAW 23 V06 CM at 7-22] 951M ROO CA -'r 235 N i� C� - T in 4% 2153 sAfEBALL. 1 21 7 0 23W 2Udf 46 23614 3613 611 ?N/o 23 /9 236V � � [I 25619 1 ;4 y 4" 2_1,619 21624 23629 21696 ZY627 23631 PRIVAT-e 23627 L. f3 23701 61 2741ra 2Y673 SCNOD 0447 237ot --3701 4 D&S 2370) K4L#AYA 23 4 2 06 t1s130 24 210- 23.6,4 '""3613 611 .3 149 121,619 ,231,2 3s2S)2 27 70 3707 ��716 �.1707 23704 21709 2 37," POOL *07 v d � - 0 '2374/1 1 237/1 1. 1311t 1 23711 N *18 — Y7(5- 0 237#3 --17"V PL aw. 237/6 t 7 — 3726 .1237,?6 79L !3 372 Tw Or 7246 1 3 Jk Z38d5 2X68 4' 231813 2391 '37 4 1 - FAMW �3816 0; 23% -1 jo _v"A. L- 2q 23020 j 2?8 1 21028 ji C*J&*P1 23028 lot 38t2 $fill ITUS16 230LI — 2303o 3 1907 3825 23946 v Cb sip. F912 I , ;910 qu N" , l(p CSAW re R y 2 23%,0 9 4*L 1 23 2�L a 'I SrA. lot' 1 2 r 392e hi th 24 la Iota PL. S. W. 2,01 1026 a :i I 1 24 D-AO — v 24) 9 Cm 4102 10_71Z41' PIZ 7031 — I to —%4104 24107 2,4104 'a 1,- 72 4108 107 M log 24110 24109 24110 113 14114 1106 lap 2A10 4114 1 1 — 4p -1//o :i - ;241/7 1/ Its 115 24 q6 20201 A122 04 —24 1 — 123 24 IZ4 125 2V26 LF7 2fl, 125 S W. q12S w 24131 M132 24172 �720/ 24202 6 2 � 1202 24205 112 127 11 St 241Z7 24203 24-001 24007 242vS e4 it qug Cb c E4911 S— t 2,qll' 24212 0/5 Z08 z '� 4t 1216 24 2 P1. 2421(, 222 It 13 7 24J !IS % 4224 225 120 24296 A 1 32 -1, V 24233 ce Z 42t, �2.22 24272 0 24229 % 9 430 1. 6 24305 243oz., t. CA CIZO 40 13 2 PL. C. U. r fy" C1918 9CII(p 21316 00 241 ST zq TR lle - -4 F IN, 205, ST. IV.vw. iv- C, ;Valftd!�! C,AltEFREE 3924 204th Street S.W. 0 Lynnwood, Wash in gton 9803 6 H-0-M-E-S INC- (206) 776-1442 FAX (206) 712 —8843 LIC. # CAREFHI I 22CP New Ham. 0-1< 0 61 n IS ENTRA NCE— o d-i 4�k A VE CITY COPY ,e Slrtkl 46-aC- �. ;'6- i a. ACCEPTABLE TIGHTLINE �r,"S C&C-5 N-12 Sch 40 PVC SDR 35 (ASTM D3034) 1) 17-3( 603 -r/Armet4 13 0 cone- -Raj -37, zq?& ST- 'k U) F# 14- re,#f STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET CA-RrrRE-�5 140MCS A cros&A, OWNER CALC BY: x - (�(Z5) I/ �74 - 1�49L 011L� PHONE: ADDRESS L11n4W11)0d-' kk14 10 1,2-P- c7 -7 DATE: *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFIC.E Po �j P (91/X qZ X-3 DeTENTION PIPE LENGTH LOCKING LID ATY ICAL) FINISHED G G MINI MUM �ED N TIGHTLI E 'MiAT UR EJEPPtMNCfOP OF CONC BOX OR RISER .5Z TO 1% SLOPE OUTLET OUTLET CONTROL 19 MIN, \ UPPER CATCH BASIN ' ORIFICE it CONTROL CATCH BASIN Griass Swd,(,,f— SYSTEM CROSS SECTION 2'X2'X6'.DEEP, 4-6- SPALLS OR EOUAL FROM CONTROL CB 2'X 2'X 3' DEEPe 3/4' CRUSHED ROCK ISTING GRADE S FROM CONTROL 0 UTLET VASHED ROCK I OUTFLOW TRENCH, MIN 10' LdNG. PERF PIPE TO BE LEVEL n PERF PIPE W/ END CAPS TR PRJNCH SHALL BE LINED WITH MIRAFI OR TO PLACEMEN OF WASHED DRAIN ROCK AIPRAP OUTLET RUNOFF SPREADER. TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED 70 DETENTION SYSTEM NOTES. - I. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice DATE must be kept open at all times. Critical Areas Checklist Site Information (soils/topography/hydrology vegetation) I - S ite Address/Location: 11 S, w K4 oAd, 2. Property Tax Account Number: 36 7-7 n3 - 3 -60 -05� 3. Approximate Site Size (acres or square feet): G Sd 3 q Ac-,� 4. Is this site currently developed? _k��y no. If yes; how is site developed?j0-Tj-P_ G",yXAk Hou5c . 5. Describe the general site topography. Check all dig apply. L,-"_F1at: less than 5*-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet -over a horizontal distance of 66-feet). Hilly: slopes present on site of nwre than 15 % and less than 30 % ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6.. Site contains areas of year-round standi ng water Wodir;E' Approx. Depth: 7. Site contains areas of seasonal standing water: IV61JF Approx. Depth: /V//'� What season(s) of the year?, /J d rjjF 8. Site is in the floodway_ /V(j floodplAin of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? . A114 Flows are seas onal? Q4 (What time of year? 10. Site is primarily:..forested m. eadow shrubs mixed urban landscaped (Jawn,shrubs etc) 11. Obvious wed and is present on site: PJ00j'_—__ For City Staff Use Only I Site is Zoned? 2. kS mapped soil type(s)? 1 -7 - EwxvmWt!!�: I!U SL-� I -A- 17. 4!!jLe_ S 4 Q %J 3. Wetland inventory or C-A. map indicates wetland present on site? M10 4;.,. :-,Critical Areas inventory or C.A. map indicates Critical Area on site? tin 5.- Site within' designated earth subsidence landslide hazard area? No 6. des;ignated on the Environmentally Sensitive Areas Map? No DETERMINATION -"STUDY REOUIRED CONDMONAL WAIVER WAIVER Reviewed by: (Sanner Date PcV01ffl&94 890 -19, City of Edmonds Critical Areas Checklis t The Critical Areas Checklist contained on this form. is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purposeof the Checklist is to enable City staff to determine whether any potential Cr ifical Areas are or may be present on the subject property. The information needed to complele the Checklist should be easily available from observations of the' site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). Anapplicant, or his/her representative, must fill out the checklist, sign and date it, RF.CF.IVED DEC -11996 Qwmutay blaivll�a and submit it to the City. The City will review the checIdist, make a precursory site visit, and make a determinationof the subsequent steps necessary to complete a development permit application. Mrah a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lotsof the parcel with enough detail that City staff can find and identify the subject parcel(s), in addition, the applicant shall include otherpertinent information (e.g. sIte plan, topography map,etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). :Q�� Applicant: -E4AJ W - M 4COo WOrWO Name Street Address 71-- 2- 0 (0 -36 3 -W,-�-2- VK 7- � - J061 ? City, state, zip Phone V-i M.A,", 2 -6 Ignature Date Applicant Representative: --I-AN W - PlAcOyiALD Name 0 0 2-0 - MC 175-'�t Street Address City, State, ZIP Phone - �L /1111 Fg, — . 0 Signature Date 7 —city OF -Edmonds. RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. Issue Date: A. Address or Vicinity of Construction: W 13. Type of Work (be specific)7�9_r_NCA V3 i-x -1 12 C. JS C. Contractor: Contact: Mailing Address: AAU.s PhoneqkS —__(D-70- 32-0 6 State License #: :C- bV-4 0 QtS 98G-\6 Liability In surance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applic:able): E. F1 Commercial E] Subdivision 0 City Project �It.!:�Y-(PVD, GTE, WNG, CABLE, WATER) 0 Multi-Famil� )V Single Family Other INSPECTOR: INSPECTOR: zv F. Pavement or Concrete Cut 0 Yes )KNO G. Size of Cut: iJ, x H. I& rgC$ APPLICANT TO READ ANDSIIGN INDEMNITY: Applicant understands and by his signature to this application to hold the Ci1Ji,,eEdmon1ds harmlessfrom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds� or any of its departments or employees, including or not limited to the defense of any legal� Iroceedings including defense costs and'atiorneyfees by reason of granting this permit. 40 THE CONTRACTOR IS RESPONSIBLE FOR WORKMA NSHIP 'AND MA TERIALS FOR A PERIOD OF ONE YEAR FOUO WING THE FINAL INSPEC- TION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL'BE PROCESSED FOR ISSUANCE TO THE APPLICANT Two sets of construction drawings of proposed work required with permit applicati -on. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected d,4ring progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cuttrench work shall be patched with asphalt or City approved material prior to the end of the working day;* NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on si . te at all times 46� inspection rposes. Signatureb?N�, -Date: /2-30-97 (ContractArTor Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY FEE: .00 TIME AUTHORIZED: VOID AFTER DAYS DISRUPTION FEE/FUND.1 11: SPECIAL CONDITIONS: RESTORATION FEE: ou T OTAL FEE: vtfo . RECEIPT N( ISSUED -BY.: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Di� 1997 FIELD INSPECTION NOTES (Fund 111 Route copy to Street Dept.) Comments: /* I Diagram.: CONTRACTOR CALLED FOR INSPECTION El -YES E-1 NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: L6616 tio :-2V27 104TH AV W EDMONDS 98020 Poll 'S- 7 27 N R: 3 E —36---- - Rea*soh Fpr Wok- INSTALL SEC RISER AND PED AND INC CAP FOR CAREFREE HOMES INC GAS HEAT Date Work Completed: Foreman:,:,,:: jV-1/4- jDate: 1 ?J24/97 Engineer R. AFDEM Drafter: Approved: W-O. No.--S,3?-' , k2 Q,- -., -- ' - ' Dwg.No.: 123046 U.G. No. - Scale: 1"=100' Date Printed Fee's.Re"q'd: NYes FINo Environmental Analysis E]Exempt E]Not Exempt Substation: RICHMOND PARK Para. Item Circuit No.: 12-232 Phase: 3 Primary Overhead O.H. U.G. Cond. KV EIResidential E]Cornmercial ADD CKT.FT. PH REM CKT.FT. PH Engr's Tel. # LEO No.: -1 NET CKT.FT. 1 (425)-670-3208 @. P =$ 0.00 O.H. U.G. Cond. KV Engr's Pager # Secondary Overhead ADD CKT.FT- PH (425)-787-7522 Basic Fee 0,@ P =$ $0.00 0.00 REM CKT.FT. PH NET CKT.FT. Meter/Conv. Pole $0.00 Permits (Date Granted) Primary Underground . E]Tree Trim EIResidential ElCommercial E]State 2 3"�' 2 7 Z�A 'W�1, Basic Fee $0.00 E]County LEU No.: Ecity P 4 0.00. a Secondary Underground Easements 1P Basic Fee $500.00 EjRequired ZNot Required P =$ 0.00 Underground Plat Basic Fee $0.00 Date Released oc c-ft@ P =$ 0.00 Foreiqn Contacts EIGTNW.:. JPN:1\16.-� Street,Lldhting c-ft@ P =$ 0.00 EICATV JPN No.: Work in Rightof Way NJoint Trench GTNW & CATV [:]Primary' E]Joint Bore GTNW &CATV NSecon8ary- �3),SC El 70c-ft 0 J�.75/' =$ 4, Pole Stenciling Miscellaneous Fees From To Vault $0.00 Take Off Pole Permit �$30.00 Pre-Const. Requirements $o.00 E]Tree Trim EIPUD Locator so.00 SBackhoe NFlagging -EOne Call Date Total Due: No.:* Index Pole Date'Paid: 12/27/97 —Plat Logs U-Map Receipt No.: 38328 XFMR C-Map New Sbrvice Appfiqation- NLoo: 2267709 ..Location Map Page 474 g-2 WON W. 0. # 20 REMOVE TRAN'F DIST # L-19366-X SER # HANG A 25KVA TRAN'F DIST # N- SER# SEC'D VOLT .7- W. 0. # 32 FROM POLE TRENCH 7'NW AND SET DISTRIBUTION PED AS STAKED REROUTE EXISTING CONDUCTOR IN RISER TO NEW DIST. PED RUN 50'OF UG 4/0 DB TPX DOWN POLE AND TO DIST. PED ,fROM THE DISTRIBUTION PED TRENCH 70'WEST AND SET PED AS STAKED RUN 80'OF 4/0 DB TPX PED TO PED IN CONTINUOUS 3"PVC PC) W- -7CY P - 4 062 - X P-4063-X CS) ;' P-11813-X J-3349-X rJ-3212-X 'I I'l �� 7� 3-4 J� C - 14 71 3-13 10 11 3-5007 - 0 P L SW- L-15OG-X 3�15 3 T H S Tzl! WIN \-j V V -19 1z:4 3-154 366-X-V�Coov-ll 12 N- 2 -10 L A 3-12 3-150 -X 3-5 F3 X z> CTW ---) u - 1540 <C3 > 3-11 N-10420-X 3-6 3-5004 0 FUG5 < C21>1 Location: 27N3E36c Scale 1:100 A` ed 9 0 19 C. Contractor: Mailing Address: State License #: City- of'Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT A. Address or Vicinity of Construction: B. Type of Work (be specific): D. Building Permit # (if applicable): E. E) Commercial E] Subdivision [-] Multi -Family E] Single Family INSPECTOR: Permit Number. Issue Date: 47K - / / - C. Phone: .40-5 -774 -za& Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): El City Project 0 Uitility (PUD, GTE, WNG, CA13LI Other . 31 INSPECTOR: 17.032�vement r Concrete Cut: Pes []No G. SizeofCut: -E H. Chargq 3— x 4- APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmondg harmless from 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 or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit. 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 ISCOMPLETEDBYC ITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPL I ICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihavereadth�a o ve statements and understand the permit requirements and the pink copy of the permit will be available on s te at al ime n purposes. Signature: 9skz' tio, Date: -/Cl/ lContractor or A�knt) Ek&&Iemki� -To�;CiAjtc IAN D I IAL-A-DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHTOF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER AMIL- 34qAAYS DISRU . PTION FEE/FUND 111: SPECIAL CONDITIONS: RESTORATION FEM PERMIT -FEE: TOTAL FEE: COMMENTS: RECEIPT FEE - DATE: ISSUED BY: 5 NO WORK SHALL BEGIN PRIOR TOTERMIT ISSUANCE Eng. Div. 1994 El FIELD INSPECTION NOTES Comments: Diagram.: (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION D YES E] NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: RO,40 104" 0 L '409 -774 77&1 0!57 R�B 10 co nlll-� ppopo-CEO s K4 C(-)T- 2 --3- 7 - r" R c-:t: - W4 T4 2 2-24-1998 4:49PM FROM OLYMPIC UIEW WATER 206 670 1856 P. 1 OLYMPIC VIEW WATER 8c SEWER DISTRICT 23726 Edmonds Way Phone (200) 774-7769 Edmonds WA SW2"981 FaX (200) 670-1836 FAX TPUANSMITTAL COVM GREET Please deliver this documnt to: NAME: Ra COMPAW. FAX #. -?'7 /- DATE: 4;' ME: (5 Ntwber of pages including this cover shaet Board of Commissioners .................. Jchn E Elsasser Patdcia L Meeker Lore L Petso 2-24-1998 4:49PM FROM OLYMPIC UIEW WATER 206 670 18S6 P.2 690.19 Cj - C Contractor - Mailing Addr=; State Lk'am #.. City-of-Edinon& RIGHT-OF-WAY CONSTRU, PERAIff A. Addr=orVicWtyofcomstmot1Qn� 2::�' R - Type of Work (bo "ific): D. Building Fennit # Cif applicable). Milk ermit iwe 4 ;�177 ------ jr I Phone: 42�-" Uability Insuranm: $ Side Sewer Pertnit # (if amliciblel: F— 0 Commew-W , 0 Subdivision n City P'0360t )ZI, Utility (PUD, a WK0 Multi -Family [j Single FAraily 0 am r INSPECTOR- INSPECTOR: ?1W. Concrete Cut - A�yes ONO G. SiZ4 of Cut;, x APP rJC AN T TO READ AND S IGN INDEMMI'V! Applicant undmvf&md.�.kd hyA ic. thi# ffPPU�a9j0*' f� 49M *h& aty OfR&.*�Jo A�-ffdvva from Injurfee, amages, or 016ima Al any kind or otcycription whasoot.,42r, fQrr�ccn or Knfomeenj Mat m&y bc ffmdg agaimg the Layty Of 4�z . or any of &A dr, anwaA C.."Widyacm, ir"luding or not hmiWto &he dalermr Ofany 1vZ01J7P00eedkW* &'Cluding deftwee w8tv, and attorzwyf� THE CONMA CTOR is REsPoNsLaLR PDR w0i4xvANsNjp AND mA TERjAL8 J-X)R A RMUOD OF 0 YEAR FOLLOWXNO TFIZ F7NAL INSPECTION AND AOCEPTANCE OF THE WOICK ES-NNA TED RESTORA 27ON pEb-s WIU BE H= 111711L THE FLVAL STREET PA 7ru ISCOMPLEMw vycn-YFORCES�AT WHICH TMEA MWTORCREDIr 147LL Or, pROCESSEFDFOR ISSO, NCET0THEAA*pL[CANT Constructian drawing of proposed work required' with permit application. A 24 hour notim itA required for inspection; Pl0a" cAII the Engineerihg Division, 77� -0220. Work and ms,teAftl is to be inspectad during progress and at completion. Restoration is to b-a in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as reqlared by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material Prior to, ihe end of the working day; NO 9XCEPTIONS. I Maw read the'above statements and understand thepermit requirements and thepi�jz copyofthapermit uVil be /12 C City of Edmonm` RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number. 2? Wue Date: A. Address or Vicinity of Construction: 0?_3 7 40* 444�' ul B. Type of Work (be specific): .151-91--k-AU: 6:P(e9:00%_tt* C. Contractor: Zee Contact: Mailing Address: a'44-K& 15�14 hone: 66LE) '774 - 116�4 _' - I - �W�" % ' 1 '00 State License#: 'e__4 Ape- i A-7 9 e---Pj Liabilitv Insurance: Bond: $ 4,oJAA, D. Building Permit # (if applicable): 9%4 JtJ/_ Side Sewer Permit # (if applicable): I/ - I — - E. Jj Commercial El Subdivision 0 City Project 0 Utility (PUD, GTE, WNG, CABLE,.WATER) E] Multi -Family 9 Single Family Other INSPECTOR: W,-117CU77— INSPECTOR: F. Pavement or Concrete Cut Yes No ' G. Size of Cut: — x H. Chargt�,$ APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application to hold the City of Edmonds harmlessfrom injuries, damages, or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or, any of its departmentsor I I employees, including or not limited to the defense of any legal proceedings including defense costs and allorn�yfi b"T'reas' of a ling this permirl THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA TERIALS FOR A PERIOD OF ONE R F6 0 WIN F L PEC- I V; TION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE L E??� BYCITYFORCES, ATWHICHTIMEA DEBITOR CREDITWILL BE PROCESSED FOR ISSUANCE TO THk' _k N3V' Two sets of construction drawings of proposed work required with permit application. A 24 hour notice is required for inspection. Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on si . r ainspe tion purposes. (nle , 2 f) SignatureV T, Date. /IN— /(-- '—�C�tTtr`actorlorrAfqven-t) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: a6g/ RIGHT OF WAY FEE: TIME AUTHORIZED: VOID AFTER 90 DAYS DISRUPTION FEEIFUND I 11: SPECIAL CONDITIONS: RESTORATION FEE: T OTAL FEE: — RECEIPT NO.: ISSUED BY: — NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE En g. Div 1997 FIELD INSPECTION NOTES (Fund 111--.'Route copy to Street De'pt.) Comments: CONTRACTOR CALLED FOR INSPECTION El YES NO Partial Work Inspection by. P.W.: Work Disapproved By:. 4-� Date: FINAL APPROVAL BY: PA vC--Q Date: AA ir I /'O-M-E-S mc- NewHcma 46 3924 (206) 204th Street S.W. 776-1442 - PAX Lynnwood, Wash ill g ton 9 8 0 3 6 (206) 7i'2 —:8843 - LIC. 0 CARRFHI I 22CP -T>LCJI- -PL A 14 401�-x IO'x-;tn' f %.- f - -I V-C�- VY * 4.:� lt� c 57 , - :Fj- O.Z '� 3 -r-Z 7, - 1,;)-z7 /,/. 77-�j -4- V) �v USE ZONE PERMIT CITY OF EDMONDS NUMBER F? 0 G 12 5 CONSTRUCTION PERMIT APPLICATIONIJOB ADDRESS g� 7 OWNER NAME/NAME OF BUSINESS AA I i i ( ) <1 r)V� I V\ :� . §LEGAL DESCRIPTION CHECKI SUBDIVISION NO. I LID NO. VAV 1Y3 ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 0 NUMBER EXISTING REQUIRED DEDICATION RW Permit Required Street Use Permit Req'd 0 0 1IR Inspection Required Sidewalk Required ti I C I TY ZIP TELEPHONE NUMBER NAME IADDRESS lC'CI CITY ZIP I TELEPHONE NU I I STATE LICENSE NUM13ER EXPIRATION DATE ption of Property - include all easements Tax Account Parcel No. NEW L All RESIDENTIAL PLUMBING(MECH D El COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE EIREMODEL APT. BLDG. SIGN GRADING El FENCE E] REPAIR DEMOLISH - CYDS. WOODSTOVE F] INSERT LAJ x -FT) SWIM POOL HOT TUB/SPA RETAINING WALL/ a- C PORT El ROCKERY BJENISNAL Z _I (TYPE OF U9E. BUSINESS OR ACTIVITY) EXPLAIN Cn NUMBER NUMBER OF CRITICAILIT_) / LLI _( Y4 1/6 X 0 OF DWELLING A M STORIES lu IN DES�R�IBE WORK TO BE DONE (ATTACH PLOT PLAN) 4ei N( -n tr W METER SIZE LlNtNq� NO. OF FIXTURES, PRV REQUIRED F- YES 0 NO El REMARKS Z FE 1ji J W k" 0i Y - �A Z Z ENG E71NG MEM�JAYTD REVIEWED BY VARIANCE OR CU ADEI # SHORELINE # SEPA REVIEW SIGN AREA HEIGHT COMPLE E EXEMPT ALLOWED, [PROPOSED ALLOWED IPROPOSED EXP I L LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED I PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR 1 1 Z 5 LOT AR EA PLANNING REVIEW BY DATE REMARKS CHECKED BY 7 TYP VTI N OF CON�T LIC 7 COD i, fl OCCUPANT,.,, GRO I / LIEt SPECIAL -INSPECTOR ' REQUIRED 0 JAREA OCCUPANT LOAD PROGRESS INSPECTIONS PER UBC 108 FINAL INSPECTION REQUIRED VALUATION. FEE PLAN CHECK FEE BUILDING HEAT SOURCE: GLAZING PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private *property ONLY. GRADINGIFILL Any construction on the, public domain (curbs, sidewplks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold 'Wn harmless the City of Edmonds, Washington, its officials, 2 employees, and agents from any and all claims for damages of a: whateVer nature, arising directly or Indirectly from the issuance 4 X of this permit. Issuance of this permit shall not be deemed to 0 , modifv waive or reduce any requirement of any city ordinance PLAN CHECK DEPOSIT :r nor limit in any way the City's ability to enforce any ordinance provision." i TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or th i e duly authorized agent of the owner. I agree to comply with city and state laws regulating construction; and in doing the work authoriz- THIS PERMIT AUTHORIZES This application is not a permit until ed thereby, no person')wIll be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State ash ngton relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurappe`arlt? 18.27. INSPECTION acknowledged in space provided. siGNAyusW �Vloly DA 6o, N AGENT) TE SIGNED P DE ARTMENT 4 - CITY OF OFFC SSYGURE q1 EDMONDS 414TE %TT E N T CALL FOR 1`119LEArS�D By.) DATE, h INSPECTION IS UNLAWFUL T USE OR OCCUPY A BUILDING OR STRUCTURE 14TIL.A FINAL INSPECTION HAS BEEN MADE AND APPROVAL I. OR 771-0220 ORIGIN'AL — File YELLOW — Inspector CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC ECTION 109 PINK — Owner GOLD — Assessor GA t J-71- STANDARD DRAINAGEDETENTION SYSTEM WORKSHEET 19911 1044�;Avtx-, .OWNER CA816-F-R625 116MJ�S�- /Ahzl, ADDRESS :-T111 CALC BY4 A C-Pos 7 PHONE: (�Z5) 7 7,16 - DATE: *."'DESIGN DATA*.**** IMPER . VIOUS AREA PIPE DIA PIPE LG ORIFICE Zf 1'6 P64,j o 7�, Ix I --,-> x I q I -f r4 PAR 0 11205 jrjIEXPI ES /0 - 3 FROM CONTROL C9 DCTENTION PIPE LLENGtFH OCRINa LID FINISHED G XTYPICAL) MINIMUM TIGHTLI E A,EA1,UNRfW0ANCfcP or -5x TG IX SLOPE' CONC Box OR RISER OUTLET CONTROL JPPER CATCH BASIN ORIFICE CONTROL CATCH BASIN RECEIVED SYSTEAf CROSS.SECTION VWXV.DEEP, 4-6- SPALLs OR EQUAL 2% e'X 3' DEEP, 3/41 CRUSHED ROCK ftrh,�XiSTINQ GRADE RIPRAP OUTLEF FROM CONTROL ROCK APR 3 0 1998 ENGINEERING MIN 10- LdNG, LEVEL I CAPS 1EMNSP 'WASHE11TAiN ROCX RUNOFF SPREADER. TRENCH FOOTING DR"NS, ARU NOT BE CONNECTED 2V DETENTION SYSTEM NOTES.- L Call Engineering Division (771-0220) for a tightline and detentio, . n system inspection before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage system on private property is the.. responsibility of the property owner. . Material accumulated in the'-storqe pipe must be flushed F out and removed from the catch basins to allow proper operation. 'Me outlet control orifice must be kept open at all times. PT, oLmff 6 C,4LREFREE 3924 204th Street S.W. Lynnwood, Washington 9 8 0 3 H-O-M-E-S iNc- (206) 776-1442 FAX (206) 712 -:8843 LIC. CAREFHI 122C] NewHornn DRAINAG-6: PLA14 SaPUFACC ELV-V. ArN -Aga IV BLOM Pr's LO 0 Ds V) :�4 /# Ft re, o Jr. -tl7mf, i4 ENTRA NCE- sh-a v 8-ac-- s oq 421- A VE - 1',4 a. Cx -M Pg:R VIO U S 5tARF'ACi5l CA,Lcs 40as C-- 'D v- teve- N/Aruvo4 130 D2AIMAC-S—' . 4 1�)ETEN-rTtON, PL-AW 1/= 1/ 15, (o A�: V I ig, -)/C k OS -S � -T,6:-c r/ a IV rErl RES A2 - R - '?= f- CAPACIT-Y CALCIXLATED 0 A I W x At "I- X' / 'A- (PoNl> is �zt.. LoNg 9 koHe, e 1,6nr, @, 0 Table I — Detention —Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Pipe Diameter 1511 1811 ' 2411 3011 40 28 16 10 so 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length In feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Impermeable Area Sg. Ft. Outlet Orifice Diameter (Inches) 2000 5/8 2500 5/8 3000 3/4 3500 3/4 4000 7/8 4500 7/8 5000 7/8 Detention Pipe diameter < 1811 18" to 2411 24" to 36" 3611 to 42" able 3 — Rectangular Max. size knockout 2011 2611 36" 4211 *Source: Assoc. Sand & Gravel Co. Standards Basin Requirements Catch Basin Type Type 1, CB 15 Type IL, CB 16 Type 11, CB 19 19 (48" Basin) Type 11, CB 19 19 (54" Basin) 5 Revised 3/1.6/95 STANDARD DRAINAGE DETENTION SYSTEM 1' WORKSHEET ADDRESS -,-WeiC6� -5;4, :-T111 CALC By: 0-5 �71, PHONE: (OZ5-) -7 14 DATE: lob-,ZL�Z.. "'DESIGN DATA***** IMPERVIOUS AREA PIPE DIA Z#' 7'6 PC' 0IJ 0 PIPE LG 7 .. �< i ---S x I q I ORIFICE --T/A 1/. - FINISHED G DL-'TrNT11O.N P111PLE LENGTH I, '-TTCVXP11NCaAL`)ID D tG ATYPICALI MINIMUM F mINImuH MUM PARRo TIC TLI C WA TIGHTLI C I JUN —C- Wl R firP#61440P Or .3X TO IX SLOPr CC OR RISER -5X TO 1% SL PC' �ZOUZLI `L&U4TL OUTLET CONTROL 19MIN. 11 05 JPPER CATCH BASIN ORIFICE CONTROL CATCH BASIN 3 1/0 -.9 J SYSTEM CROSS. 'SECTION 2-XZ-X6-.DEEP, 4-6- SpALLS OR EQUAL FROM CONTROL C9 e1x e1x 31 DEE P. 3/41 CRUSHED ROCK TING 13RADE ---V h FROM CONTROL OUTLE WASHED ROCK D 0 OUTFLOW tR F 0 ; ENC LdNO. PIPE to g MIN EtO PE EV I'S' R Pipe: 1-7. PERF PIPE W/ END CAPS XPRAP ourlcl- T HALLCIE Lj"5P WITH P%55"TOS P A MEN WAS14I!04ITkRFA1N R13CK RUNOFF SPREADER. TRENCH FOOTING DRAINS, SHAU NOT Z!E CONNECTED Yo DETENny ON SYSTEM NOTES. - I. Call Engineering Division (771-0220) for a tightline and detenition, system inspection before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems o a private property is the. responsibility of the property owner. Material accumulated in the-storago pipe must be flushed out and removed from (he catch basins to allow proper operation.. Ile outlet control orifice DATE muit be kept open at all times. 11— CAREFREE, 3924 204th Street S.W.' - Lynnwood, Washington 9 8 0 3 H-O-M-E-S mc. (206) 776-1442 FAX (206) 712 —8843 - LIC. # CAREFH1122C] I F NewHorian -D R-A . INAGrE- PLA14 SagrACC EL-EV. Vl�' 6.15 D L---j L bs TV'me COMSTM eAlTRA NCO 1 11-4 1, RO cv, 12--s-gs 6'. I o &j 4Y- A V6 - W, D V) /# v CIS Fs- /44=,P- 3 CALcs 4vasc-- Dr�ve- -r/Aruat4 130 coexc- Pad zq?& ST- -'-AIMAC..P— � -1 -71 PAR o CAPACII--'*l CALCItLATED ON 7 "W /3 "/-,."Y, -F:>o N 1> I LON& 9 zap-rAC6 TC 11205 APPI< 17 401VG WA tRUAIC rEXPIRES - . . 0 Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Pipe Diameter 15" 1811 2411 3011 40 28 16 10 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length In feet 80 56 32 21 90 63 36 23 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 12 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Impermeable Area Sq. Ft. Outlet Orifice Diameter (inches) 2000. 5/8 2500 5/8 3000 3/4 3500 3/4 4000 7/8 4500 7/8 5000 7/8 able 3 — Rectangular Catch ts Detention Max. size Catch Basin pipe diameter knockout Type < 1811 2011 Type 1, CB 15 18" to 24" 2611 Type IL, CB 16 24" to 36" 3611 Type 11, C13 19 19 (48" Basin) 36" to 42" 4211 Type 11, CB 19 19 (54" Basin) *Source: Assoc. Sand & Gravel Co. Standards Revised 3/1.6/95 19 PERMIT APPLICATION REQUIREMENTS To: Applicant From: Jamal Mahmoud, Engineering Inspector Owner: Address: Plan Check No: Date: After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS -- 7:00 A.M.-10:00 P.M.;WEEKENDS/HOLIDAYS — 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) 3. Truck haul route plan must be submitted'and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site (ECDC 18.30.030d). 5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to %. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-O&WAY. A separate permit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter (ECDC 7.20). 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 16. Connection to the City sanitary system is required. A separate permit is required. LID# Fees paid: Yes— No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90) PPNTFAPP.dot 77 7-777-T7-��, -EDMONDS: `7 USE, .:PERMI Zbr :*,. . � . . T N E NUM13E R a TE/APT. Or ADDRESS W NAME/NAME OF BUSINESS 0 NERr Me-, �EG DES CRIPTION-CHECKI SUBDIVISION NO' LID NO u) -7 - 0 0 V W—S L) MAILING:ADDRE55 RIGHT WAY:`PER OFFICIAL STREET MAP TESCPApproved' 0 PU'BLIC� 00. 1 .1 .1 'Zr :,. RW Permit Re�6'4ed CITY ZIP HONE NUMBER: � EXISTING REOUIRED DEDICATION Aloi\) C .1 - St reil,Use Permit Req*d Inspiip�i 0 Sidewalk wrIid NAM' �;',IMETERSI �11� IVP siz E NO� OF FIXTURES PRV REOUIRED,- uj ,ADDRESS, :7,1 YE No U /4' Vs w CITY z LFPHONE NUMBER. III-0 ro x-�, si�x V 66—S NAME t 'e;, ADDRESS; 0 R ENGINEERIN�-'MEMP,.DATEO !EWEP 7 7P REVI FIRE MEMO DATED EWEDBY Zip TELEPHONE z 0 LL 4"' t; A LICE�;E ZMBEA EXPI_ 0.. DAT OR CU ADB# SHORELINE III. <IP 1.21i e-Legal Descriptiomot:Fropertye- ihClUde,all; easerfientsfi SEPA REVIEW SIGN AREA :'.HEIGHT" EXEMPT ALLOWED ;ALLOWED., FIR OPOSED 0 ]PROPOSED: 7 �,EXP E.IAGE... ALLOWED,1 "PROPOSED 9EQUI RED SETBACKS (FT.) FR ONT' SIDE: REAR. PROPOSED SETBACKS. (FT.). FRONT� REAR 0 'LM�SID Lu Z AL z Property �Ta Pa it -Account, rc61 No. C)_ J�OT AREA PLANNING REVIEW BY E NEW: RESIDENTIAL PLUMBINGfMECH Iz4, Cx 15n COMPLIANCE OR El ON COMMERCIAL CHANGE OF, USE ,APT.-BLD '�D�Rr DE L G.. C1 SIGN :Md FENCE -FT 0 STRUCTION--ICOD OCCUIPANT�- CHECII�, D.PY, TYI C R. G L=J.REPAIR X OVE swi WOODST M POOL, INSERT- HOT TUB/SPA SPECIAL.INSPECTOR OCCUPANT. FlEOU'RED LOAI)i� �OAGF'RETAINING WALL/ CARPORT �L�J- ROCII RENEWAL O�YES REMARKS, "ON F-11-110113FIESSINSI?E - IP E R B C lw �TyPIE:01` US t...BuSiNESS'ORACTIVITY)'�XPLAIN:'::�L j iisi)t .1 Jig - UMB . E I R' OF �STORIES NUMBER OF' DWELLING CRITICAL. AREAS W 2. UNITS', N UMBER -7r 0 'DESCRIBE WORK 0 BE DONE (ATTACH�PLOTPLAN) T q L 'REOUIRED INSP'Edt :,VALUATION.: �:,�FEE A K FEE -1 �7 7 :HEAT,SO FICE." PLAZING 0 PLUMBING bx� 55 7-T N 0 MECHANICAL GRADINGIFILL. Thig� Permi t,d6vbr646I be�done,on private:.property,ONLY. Any.�cmst ruct Ion: on Ahe'public.dorrial n: (cur6 sI,deWP.ik61.,. . �Ion.. T d vj!WaySj marque"i II Vijll�r req u I re, separate pe tI STATESURCHARGE. �PbirriiliAopllcatlon: ISO, DeYS: ;30 ji�rrnll Unft I:Yeat.;'PrQvided�Wo�k�is,Siailed:Withiiir.180[DaVs- STORM DRAINAGE FEE ENG; INSPECTION FEE, er spo "Applibanti. on behalf of his or. h use,, heirs, assigns and. successors in interest, agreeS. t6 indemnIfy_defend 'and hold ILI ,harnI the City.,,..�oO Edmonds;:.�Washington;:�-itsl officials,, �,�Omployees,. an6 agents from any.and all claim sJor..darnages o B j4d nature, arising.direbtly:or indirectly from th.. "n a:,. CHECK DEPOSIT. of this..pernI 11. not be A66 0;: to, �7: s:permit she ssuance :PLAN ,.thi' 0 rhodif y.;� waive �or reduce any req t �of 4ny...clty�6r I ande uIremen 0 w 0 e-.Cit !s -ability to onf rc6 ahy..or I ance' or: Imit in.:any wayth y TOTAL AMOUNT Q_U E, 6joby"atkno,wied gdr that Vh 646_,toad1hislapplication; that,the'; k6V I. .. r'rh r,L . . I i . APPLICATIO.. APP.. AL, ATTENTIOW. 6 r Ivenjs:.cortect;.andJ the. owher,,or,._th'e,.dUIy nformatio. g Uth ,i,r 6&agbrit. of the;owner; �4gree. o�comply. with c ty.ani. 0 z THIS�PERMIT p mit:.until. - This application is a-, er ii ' ]�a ORIZES,: . rdoulatin6rC66St U til�6�;ind..In,d6i,nother,�joikauifio-riz��.:� AUTH aws. r c signed. by the ElUilding�Official..or:hla/her. *HE: _Lib6i ONLY. ::ed the�ib��,"��h6.�,pers6nr.,WilI be e m�lbyed In-Violation.of.th.e. -are aind.'xeceipt:is VvORK� NOTED Deputy; and46es . paid, on relating toWoekmen's Comlens&:, ',,of the, gi, 'r , r: . . ' :. I I acknowledged imspacerprcivided' CW IL 7 rid R INSPECTION nauranc-e..a 8:2 IG NATURE -(OWNER,.0H A(jt:N.I I ATE� SIGNED! DEPARTMENT� 4, OFFI R E jj6A TF. CITY� OF, EDMON IDS �RELI;�JS. CALL. FOR 'ATT N ION: INSPECTION ')T:-IS* UNLAWFUL TO USE OFI,.00.CUP-Y,.A BUILDING OR STRUC URE4r:... 'HlAa- BEEN:MADE AND APPROVAL' j6Rj: inspector 77140 220- File' YELLOW U14TIL A-. #INA:L INSPECTION r A% CERTIFICATE. �OF OCCUPANCY�,,HAS BEEN d.AANtbDi.�-'.UBC Assessor PINK — Owner GOLD — r�9 OJ H USTLER G....40 NW coR DF -,"- L---� I -, NYZ t4&+SWY# 56C '36,TZ7N-,R3f; r1j 41 (y) %A NZ V PffOICATE 10. F 1: f_�_ TO CITY OF C- C> Mao 1>5 W . zo 110 MACDOMALD SHORT PLAT 54MM jo we�,.sw4 sec W'M 5F e COOL" 176S QO jlp J UNJ U i W7 I .j 65,00 -A 2 TO FhP AIM 2 Ion ;'q � A4 6668 _'F in !'- MIA PATU t.1 - MAT RICHM"o V I i�&-PgA AV-OAD", r6y PR=C11?lf;FTjV= MV.*C-T1 I "Cx. ZA,'5\S OF DeAKWCk gl,�-Mdq 've- — I V_ f 40.7 & 4~ - 11 % _"l :i6 - 0,64( .10 238 nJ 5T SW A Ze' BO e0z . *k eD - VC mlscwx�\ - U-0a, I __ A-';J'e"#7CMJ VIUA 7MAcr-S UUT dhi-SEP11 M %t) .7-7 Lorli-aws sic -c certify that consent and z-CV'%4-SW('"5(T VA06) LOT 2. - 45669 ZF AIN' &;IW�7 f4'hxk /�u CITY Copy -CONDITIONS 1. Compliance with all of the conditions of approval.found in the final approval of the i subdivision and the atLaclunents thereto. A copy of said document is located in File "02011 office of the City of Edmonds Planning Division. NOTES: 1. UTILLTIES SLRVICE PRuVIDED BY OLIMLL Vibw WKIER AND SWEK CU. IS AVAILABLE, 1§U*1 NUL rKUVIDLO, CUhhbL'fLUN CHARGES MAY AYFLY. 2. SETBACKS SHOWN YOK KEFERENCE UNLY ANO VZS'I* NU KIGHIT. CARF,FREE 3924 204th Street S.W. Lynn wood, Washin gton 9 803 6 H-O-M-E-S iNc. (206) 776-1442 FAX (206) 712 —8843 LIC. # CAREFH1122CP NewHaw ci4y o-� EJVx-Oxx'(s '-5- 41 k-�' so to PIS 0 -p 4- Dz -b s 49 -rt,mfp ENTRA NCE 1 1',41( R-oce, I oq �-/- AVE - W, 011� Fi I*r- ite-*- Fewex-- -Z,)( 3 e- :rl sylraa.'l STREET FILE ACCEPTABLE TIGHTLINE iVIAT'Q'-i--ii(ftjALcS N-12 ADS Sch 40 PVC 17-3f SDR 35 (ASTM D3034) D ('03 /1-� -r/Arw,v,4 1-30 EE� Corxc- -RUA 3z' zq7& s T- 51 STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER H6MkZ:S% /A/C-, CALC BY: —Cro-dCA ADDRESS PHONE: tplx �rro2z, DATE: *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LG ORIFIC.E Zil 16 PC �j P qz X-3 DeTENTION PIPE LENGTH LOCKING LID (TY ICAL) G FINISHED G I �E ' MINIMUM T Ti TLI E N "CfOP OF IGHTLI E 6WTURWON CONC BOX OR RISER .5X TO 1Y SLOPE L cc 0 OUTLET OUTLET CONTROL MIN. Vo UPPER CATCH BASIN ARIFICE & e- n CONTROL CATCH BASIN Grass bne.,4SWdle— SYSTEM CROSS SECTION 2'X2'X6' DEEP, 4-6' SPALLS OR EOUAL FROM CONTROL C9 2'X 2'X 3' DEEP'� 3/4* CRUSHED ROCK EXISTING GRADE EXISTING GRAI FROM CONTROL OUTLET WASHED ROCK "OUTFLOW TREN% MIN 10' LdNG. PERF PIPE TO B LEVEL PERF PIPE W/ END CAPS \TR PRJNCM SMALL BE LINED WITH MIRAFI OR TO PLACEMENT F WASHED DRAIN ROCK ,R]PRAP OUTLET RUNOFF SPREADER. TRENCH FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM NOTES.- 1. Call Engineering Division (771-0220) for a tightline and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the -storage pipe must be flushed out and removed from the catch basins to allow proper operation. Ile outlet control orifice DATE must be kept -open at all times. I I I PLANNING DATA NAME SITE ADDRESS: /&OY4* ODATE:—J) 11144f ZONING:-- �5 PLAN CHK#:- 17-�;qs PROJECT DESCRIPTION: WA2 S(f- CORNERLOT Yes/No) FLAG LOT. 00 (Yes/No) SETBACKS: Required S tbacks: Front: 7,5 Left Side: -711;7- Right Side:-'7 /Z Rear: Actual Setbacks- I Left Side: Right Side: r: 4 'jc' Front, Street map chlecked for additional setback required? _(Yes/No) LEGAL NONCONFORMING LAND. USE DETERMINATION ISSUED__ —(Y/N) LOT COVERAGE: Maximum Allowed: -A�� ,—Actual: �21 B UILDING HEIGHT: Maximum Allowed: Actual Height: �Ye- �r -4&um Datum Point: 2,kLqz,1h,0L at '�30evation: -5t 0 4 A.D.U. CREATEW: SUBDIVISION:— (,vu W-1 fdm6fv& *-!� �1- CRITICAL AREAS#: �A _,q&- SEPA DETERMINATION: LOT AREA:- nTHFR- 'RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026-4724 Phone. (206) 745-1766 FAX. (206) 742-5221 April 22, 1997 City of Edmonds Community Services Department Attn.: Mr. Don Fiene 250 5�hAvenue North Edmonds, WA. 98020 IRECEIvEo APR 2 3 1997 PER"T COMM SUBJECT: STORM WATER INFILTRATION SYSTEM, HUSTLER SHORT PLAT, REF: FILE No. S-07-20, EDMONDS, WA. JRR # 9717 Dear Mr. Fiene: As discussed in our telephone conversation today I have reviewed material (photos, SCS map, SP Map, Edmonds drainage req's, etc.) provided to me by Meyring & Associates, Inc. and have discussed infiltration test results with Mr. Meyring. Based on the aforementioned I have no doubt an infiltration system can be designed and constructeqto adequately handle storm water runoff from Lot 1 of the above subject short plat. Due to the lot size and building setbacks it appears the increase,in impervious area will be below 5000 sq. ft. and will therefore be designed from the City's tabulated format rather than by an engineer. If this turns out to be the case I recommend a safety factor of 50% be apR�ed, to the value of 2.5 minutes per inch witnessed by"- Mre�yring�.�� Please advise if you require additional information or clarification. Sincerely, JRR Engineering x: rew Ronald K. Riach, P.E. SV S Jas-, 141 D-r- L-(�Ulqk- the soil has 'over 15% of fine material the hole must soaked a minimum of I hours (continuou; soaking for 24 Lirs is preferred) The soaking may require periodic lition of water. Percolation measurements are made -24 ars after the start of the soaking period. - :er soaking, the percolation rate is to be measured by � of the following methods: If water remains in the test hol'e, add or remove water so the water level is six inches above the gravel. Carefully measure the drop in water level over a 30 minute period. Use this data to calculate the perc rate in minutes per inch. b. If no water remains in the hole after the soaking period, add water to six inches above the gravel. Measure the drop in water over a 30 minute period. Use this data to calculate the percolation rate in minutes per inch. C. If more than 2k inches of water drains out within 30 minutes, disregard the previous results. Retest by adding water to six inches above the gravel. Then measure the time (using a stop watch) it takes for the -water to drop 2 inches and calculate the perc rate in minutes per inch. Miscellaneous Notes: It is important that a six-inch diameter hole be used for. perc tests. :Other sizes need to be"mathematicAlly aidjust . e d. This infiltration system is require ' d for downspouts and yard drains. Connd'ction of found�-ation footing drains to this system will constitute justi-fication for a rejection of the system by the Engineering In'spector. Table 1, Infiltration Trench Length Note: This table shows trench lengths for each'1000 square feet of impermeable surface draining to the trench. Perc Rate (minutes Trench Length, in feet, for 1000 sq. ft. of per inc-h) contributing area 13 is 3 4 21 6 24 26 A Cce- 28 7 8 9 29 30 31 10 11 �3 2 33 61C 1(e-d *-D .13 14 ..,34 34 35 f9cev.)6U5 15 35 jo U 0 KING COUNTY, WASHING'TON, SURFACE WATER DESIGN MANUAL FIGURE 4.51A ROOF DOWNSPOUT INFILTRATION SYSTEMS R-At'A \/If-=w 0 fevbrakPPtpc- ovel4w :spkokwD'� -5kfe��Vey �dfl US Palo w rtg I I A L441 C- ve4vtl lo, M;10L S� s fvl- p 4! =a 'T Wit14 Wa4leh VO4-- '31V-1'17-' fro-, -e�'E4�rloq A.A ,a is a CITY OF EDMONDS 250 5TH AVENUE NORTH, EDMONDS, WA 98020 PLANNING DIVISION FINDINGS, CONCLUSIONS, AND DECISION To: Fi�e-20 From: 1TVWF. Bullick— Project Planner Via: Jeffrey S. Wilson Planning Supervisor Date: JUNE 4,1997 File: S-97-20 TABLE OF CONTENTS Section Page I. INTRODUCTION ........................................................................................................................ 2 A. Application ................................................................................................................................................ 2 B. Decision ..................................................................................................................................................... 2 H. FINDINGS OF FACT AND CONCLUSIONS .......................................................................... 2 A. Analysis of Design: .................................................................................................................................... 2 B. Conformance to Comprehensive Plan: ....................................................................................................... 3 C. Environmental Assessment: ....................................................................................................................... 3 D. Critical Areas Review: ............................................................................................................................... 3 E. Access: ....................................................................................................................................................... 3 F. Required Improvements and Dedications: .......................................................... .................................... I ... 3 G. Comments: ................................................................................................................................................. 4 III. RECONSIDERATION'S AND APPEALS ............................................................................... 4 A. Request for Reconsideration ...................................................................................................................... 4 B. Appeals ........... ; ..................................................................... ..................................................................... 4 IV. LAPSE OF APPROVAL .......................................................................................................... 4 V. APPENDICES ............................................................................................................................ 4 VI. PARTIES OF RECORD ............... .................................................... .......... . ................. 4 S97-020.DOC / June 4, 1997 / Staff Report [an MacDonald File No. S-97-20 Page 2 of 5 1. INTRODUCTION A. Application 1. Applican : Ian MacDonald (see Attachment 2). 2. Site Location: 10319 238th St. SW (see Attachment 1). 3. Request: To divide 1 lot with a total area of approximately 17,980 square feet (0.41 acres) . into 2 lots (see Attachment 2). 4. Review Process: Following the Comment Period, Planning Staff makes an administrative decision. 5. Maior Issues: a. Compliance with Edmonds Community Development Code (ECDC) Section 16.20.030, site development standards for the RS-8 zone. b. Compliance with Edmonds Community Development Code (ECDC) Section 20.75, subdivision requirements. c. Compliance with Edmonds Community Development Code (ECDC) Section 20.95, staff review requirements. B. Decision Based on statements of Fact, Conclusions, and Attachments in this report and the submitted comments, we approve this application subject to the following conditions: I Prior to recording the applicant must complete the following requirements: a) Completion of the Engineering Division conditions listed "Required prior to Recording" on Attachment 4. b) Corrections and addition's to the submitted map including (I)- Show the required 10 dedication on the west side of the property. (2) Correct the setbacks shown on lot I of the plat map as follows: Street Setbacks: From the west and south property lines. Side Setbacks: From the north and east property lines. Rear Setback: N/A (3) Add a statement to the map that says the following, "Setbacks shown.for reference only and vest no right." c) Submit copies of documents and recording fees to the City of Edmonds Planning Division. II. FINDINGS OF FACT AND CONCLUSIONS A. Analysis of Design: 1. Lot sizes and dimensions: a) Proposal: The proposal is a three lot short plat (see Attachment 2 & 3). b) Proposed number of lots: 2 c) Proposed Lot sizes: Net sg. ft Gross sq. ft Lot 1 8,060 8,060 Lot 2 8680 8680 S97-020.DOC / June 4, 1997 / Staff Report Ian MacDonald File No. S-97-20 Page 3 of 5 d) Areas, Setbacks and Lot Width: Lot areas for lots I and 2 are adequate for the RS-8 zone. Setbacks on both lots should be as follows: Lot 1: Street Setbacks: From the west and south property lines. Side Setbacks: From the north and east property lines. Rear Setback: N/A Lot 2: Street Setbacks: From the south property line. Side Setbacks: From the east and west property lines. Rear Setback: From the north property line. Since lot I is a c * orner lot, lot width may be determined from either street frontage. Its 124 feet of frontage on 104th Ave. W meets the lot width requirement. Lot 2 has 70 feet of lot with which also meets the lot width requirement. e) Corner Lots: Lot I is a corner lot. f) Flag lot determination: N/A 2. Lot arrangement to topography: Satisfactory. 3. Lot Coverage of Existing Buildings on Proposed Lots: 35% maximum lot coverage is allowed. Lot 2 has an existing house which will be removed. Lot I is an undeveloped lot. 4. Zoning: The subject property is zoned RS-8 (single residential family with a minimum 8,000 square foot lot size requirement). The proposed development appears to be consistent with the minimum lot size requirement of the RS-8 zone. 5. Consistent with the purposes of the Zoning Ordinance? Yes Conformance to Comprehensive Plan: 1. Conforms to the policies of the Comprehensive Plan? Yes C. Environmental Assessment: 1. Is this site identified on the City's Environmentally Sensitive Areas Map? No 2. Is an Environmental Checklist Required for this application? No D. Critical Areas Review: L. Critical Areas Review number: CA-96-245 2. Results of Critical Areas Review: A waiver from the requirement to complete a study was issued. E. Access: Access for Lot I can be obtained from 104th Ave. W. or 238th St. SW. Lot 2 will gain access directly from 238th St. SW. (see Attachment 4). S97-020.DOC / June 4, 1997 / Staff Report Ian MacDonald File No. S-97-20 Page 4 of 5 F. Required Improvements and Dedications: 1. Engineering, drainage and street dedications: See City Engineer's Report (see Attachment 4). G. Comments: No public comments have been received. III. RECONSIDERATION'S AND APPEALS The following is a summary of the deadlines and procedures for filing reconsideration's and appeals. Any person wishing to file or respond to a recommendation or appeal should contact the Planning Department for further procedural information. A. Request for Reconsideration Section 20.095.050.B.2 allows for planning staff to reconsider their decision if a written request is filed within ten (10) working days of the date of the initial decision by any person who attends the public hearing and signs the attendance register and/or presents testimony or by any person holding an ownership interest in a tract of land which is the subject of such decision or recommendation. The reconsideration request must cite specific references to the findings and/or the criteria contained in the ordinances governing the type of application being reviewed. B. Appeals Section 20.095.050.B.3 describe how appeals of a Staff decision shall be made. The appeal shall be made in writing, and shall include the decision being appealed along with the name of the project and the date of the decision, the name of the individual or group appealing the decision, their interest in the matter, and reasons why the appellant believes the decision to be wrong. The appeal must be filed withthe Community Development Director within ten (10) working days after the date of the decision being appealed. IV. LAPSE OF APPROVAL Section 20.075. 100 states "A preliminary approval of a subdivision or lot line adjustment will expire and have no further validity at the end of three years, unless the applicant has obtained approval of the final plat or has filed an application to extend the time before the approval expires." V. APPENDICES Attachments 1 through 4 are attached. 1. Vicinity / Zoning Map 2. Application 3. Plat Map 4. Engineering Requirements VI. PARTIES OF RECORD John E. Osterhaug 931 Viewmoor Pl. Edmonds, WA 98020 Jeffrey Treiber Lovell-Sauerland & Assoc 19400 33rd Ave W. Lynnwood, WA 98036 Engineering Division Parks Division Planning Division Public Works Division Fire Department S97-020.DOC / June 4, 1997 / Staff Report Reviewed by Current Planning Supervisor: I concur: ftooll I do not concur: Comments: Ian MacDonald File No. S-97-20 Page 5 of 5 S97-020.DOC / June 4, 1997 / Staff Report city of edmonds land use application 11 ARCHITECTURAL DESIGN BOARD El COMP PLAN CHANGE 0 CONDITIONAL USE PERMIT D FORMAL SUBDIVISION 1:1 HOME OCCUPATION 0 LOT LINE ADJUSTMENT 0 OFFICIAL STREET MAP AMEND 11 PLANNED RESIDENTIAL DEVELOP 0 REZONE 0 SETBACK ADJUSTMENT El SHORELINE PERMIT A -SHORT SUBDIVISION 0 STREET VACATION 0 VARIANCE El RESUBMI`TTAL FILE # 11 -7 C�_ FILE# ZONE ]PS' 22 RE C'D BY,-, DATE F E Z 2� RECEIPT # HEARING DATE 13 HE '0�-STAFF 0 PB El ADB 11 CC ACTION TAKEN: 0APPROVED 11 DENIED DAPPEALED APPEAL # Applicant Ian MacDonald . Phone 363-7152 Address 2120 NE 175th, Shoreline, Wash 98133 10319 238th St. SW, Edmonds, Wash 98020 Property Address or Location Property Owner Howard Hustler Address 21527 88th Ave West, Edmonds, Wash Phone 672-3681 Agent Meyring & Assoc., Inc. Phone 778-3101 Address Tax Acc # 362703-3-018-0008 Sec. 36 Twp. 27N Rng. 3E.WM Legal Description W. 165' of the NJ of the NEJ SWJ Sec. 36, Twp 27N, Rge 3E, WM: LESS the West 20' and the South 30' for roads: AND EXCEPT the North 512' therpof- Details of Project or Proposed Use Subdivide property into two lots for single family residential use, The undersigned applicant and his/her/its heirs, and assigns, in consideration of the processing* of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or in part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. The undersigned applicant grants his/her/its permission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application-Aftn r- h m in n t SIGNATURE OF APPLICANT/ OWNER/ AGENT iy es , 960 SF /7 17, 3&0 z- o7- -5H,b'Fz-r* -suE3Div1�510f4 t-IU5TLFF? IAI'N �-Jff-yq SWY-t- Z5EC TZ7AI, W.M. CITY OF IEDMO)IID5 . WA,.s H) WG-Fokj FFORUARi- 1997 104-eW UDMOAX6 . 406 6.-- 6.5. 00 rw 4k 70 L3UWi 7D. H 10,3191, 00 vi Q Al DATO M 5uc-ta v 5ec. 36� e4ev .017 -5-6 ,OVV HL)37Z,556i� zjt�rZ7 ag .. W ea--7CWM WA 9eb?e. I Ail- re- 20 71Q OT "�21 SMOK CO, MS NO JWCORD Or VZD), N I;Z; o 9,9 jdL- 0'- --L- % OD 6z S F' ol.:5- L* -4- Dr* - ZL�-5 HWY w jE5Z>e7OAJC)S 7 1,6-3W91 U7 1417 le 5 W-, t FA,- V1,5V.1 7-E'L; :572E7 -'Y/Z r-7- A1A-r&1eA L a 7 CF) T MES, lNC. Os 235T L SW RS-8 -P-L-SW CL z U) C\ 238TH ST SW Subject Property 10319 238th St. SW T 240TH L sw 240TH PL SW Ov Nsio,-) Vicinity and Zoning Map Attachment 1 S-97-20 PITY bFE ONb ... I :. R ENGINEERii-4.G ....EQUIkEMENTS:FOR PLATS AND SUBDivisioNs Nar: ne:,. He No.: 8-9T-020 -)Aeariing batle� 'Vicinity: 1030 2Mth St. S.W. P P.- City Engineer -date . ... .. Req-'d prior -q'd w/bld Bond posted Com. p16 te R.ights-Qf-way for public streets: -.to permit Dedicate or show proof of feet of public X right-of-way from the centerline of 238th St. S.W. Dedicate or show proof of dedication for 30 feet of public X righc-of-way from the centerline of 238th St. S.W. I` Ea�e Mts (City utilities, private ac-�-ess, -6the�dii-jjljjtjjje�gy;.- Access and utility easements as required. X 3. Street improvements wb�i curb and guttei)*. Construct concrete curb and gutter across frontage of 238th X St. S.W. Curb to be located a minimum of 12 feet north of the centerline of the existing pavement. Construct concrete curb and gutter across frontage of 104th X Ave. W. Curb to be located a minimum of 12 fecet east of the centerae of the existing pavement. Driveway for lot 1 to be located as far north as possible on X 104th Ave. W. Construct turnaround on lot 1. ....... X Construct turnaround on lot 2. X 'Sidewalks 5. and/or walkways: Construct five foot wide concrete sidewalk across the X frontage of 104th St. S.W. and 238th St. S.W. t lights: N/A 7.". Planting str ip: X N/A .;S.. Water system impr vements (pipelines, flie hydrants, pump X stations, telemetering, D.S.H.S., etc.): Provide service to each lot. X Connect to public water system. X Sanitary sewer system unprovemeiiis (pipelines, pump stations, telemetering, health district, etc.): Provide service to each lot. X Connect to public sewer system. 10., Storm sewe . r s . y . ste I in 1. improvem I e nts ... (pipelines . p ump - X uations,*D0E, fisheries, etc.): Construct one detentio system sized to provide adequate .P, storage for all impervious surface for each lot. X I I.- On-siie drainage,-- —(planper 01 Per -Ord.. 21013): Connect all new impervious surfaces to detention system. 'Un—dergioilhd wiring (per 0 X Required for all new services :13: E d xcavation an grading (pet BC, Chapter 70): X NIA X S97020.DOC Attachment I 77�� Req'd prior to recording Req'd w/bldg permit Bond posted Complete .14. Signage (per City Engineer):* N/A x ist&v�y monu.mentaiion �per-:O d. 8 r ection 12* 10. 120 N/A t t drawing ty As�buil s (kr.:Ck.�:Engineer x Required for all utility construction. 17. 0 ther requirements: x x a) A preliminary drainage plan prepared by a Professional Engineer must be approved by the City Engineer. b) Utility development plan x x 18. Enginee ring fees: I ------ a) Drainage system design review at $30 per lot b) Sewer connection charge/LID agreement x c) Subdivision improvement inspection fee (2.2% of approved construction cost estimate) x d) Other related fees CITY ENGINEER, CITY OF EDMONDS DATE The Engineering requirements have been completed and the subdivision can be recorded. Authorized for recording S97020.DOC Date: 0 1 12 c. 18 9'3 N 0 T I C E TO PERMITTEE AND/OR OWNER 0 PARTIAL APPROVAL F-1 VIOLATION Uj CORRECTIONS REQUIRED Permit Number I 10 1 Owner c1_AyLfL F-,<< kki/"�e5 Job Address 2—'5) -2-1 No PERMIT -STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH ALL APPLICABLE CITY CODES. F-1 CONSTRUCTION Is NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT - STOP WORK. MAKE WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE. 71 STOP WORK - UNTIL AUTHORIZED To CONTINUE By CITY INSPECTOR. F-1 CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/OR THE NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER, ORDER To CORRECT, OR ABATEMENT PROCESS. F-1 JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FROM STREET. F-1 APPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE. F-1 WORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED. F-A CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT. Fx_1 RECALL FOR INSPECTION. ThKE 607 Nfw ?f%1M1_r ( IZ/�, PAr ye- o,\j -THE- Af'FFo)z --512—F— A-F -rke- 150TTc*1 OF 7140- PoNP 15 15 1 >e I I I TW_ MIN. gi��QulltF_p pf_ues ce- l-1 I tJU5 (1) FbOT Is y 13' '1/00 t-iAVF- MAPF- NO AC-T10fJ -rG 1NC,&f-A%f -T4F- TIZ-17-- Kfquly(F-0 F_ r: -t f-'� 16 I-J - 7 0 1 S 15 T H E_ 70 FtIVA,.- -kW%) PIZ03FC-T A ifa I ?,fCPu'Kf-=A4rz/1j7'> L 5Z4_kE0 oN -N4E7 FLAjQ PATfi%D 4-So-98 k� Dori rir-r�jEj 4�jd(ct,j 1; -L V e!n� ee /,. 74 r-f- o %_rj A N f-I tAT - o F - t.4 AY PfAM 17 Qf' '�0-0— ANO <A0- FZ1 A VE-ktJ5rtFCT1V1j. THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN 3 0 DAYS OR PENALTIEES MAY BE APPLIED. FOR INSPECTIONS CALL 771-0220. *3?- F771 Building Division Lj Planning Department Engineering Department FIFire Department CITY OF EDMONDS Inspector . 2W MAI 14- 1 Y Date