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24130 76TH AVE W.PDF111111111111 6145 24130 76TH AVE W 0 0 ADDRESS: d-Z,X TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:- DETERMINATION: E] Conditional Waiver F1 Study Requir��Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORTPLAT SIDE SEWER AS BUILT DA SIDE SEWER PERMIT(S) #:— GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: OTHER: LID LOT: BLOCK: LATEMPOSTsTomis\Street File Checklist.doc DATE RECEIVED '[PERIMIT EXPIRES CITY OF EDMONDS USE PERMIT ZONE 9- NUMBE22er,2:gg&/ CONSTRUCTION PERMIT APPLICATION JOB U AFT# ADDRES:04 'IellOWNE&NAMEMME _9 ::Z,� OF BUSINESS PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ MAILING ADDRESS F/07 q/4 // ile. .5: PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXIST NG — PROPOSED REQU�RED DEDICATION— FT TESOP AP RW Pernift Requ Sum Use Pamill ReWd trispecdo Required Sidewalk= I Undaromund 9 req . CITY ZIP lEvepee# %?z07 TELEPHONE llzs-z57a-- 77 ?Z NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES 13 NO 13 z ADDRESS REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE CITY ZIP TELEPHONE 42&/,Z NAME .604ASE 0 ADDRESS N, ENGINEERING �, R , I-REVIEWED/DATE FIRE REVIEWED BY DATE Uj CITY ZIP" TELEPHONE VARIANCE OR CUI I . I. SHORELINE OR ADB# I 11:..�/ INSPECTION REO'D E3 YES (3 NO BOND POSTED z 06 STATE LICENSE NUMBER `�K- EXPIRATION DATE CHECKED BY . . SEPA REVIEW 'COMPLETE EXEMPT,, EXP SIGN AREA " ALLOWED PROPOSED ;-,' HEIGHT -ALLOWED PROPO SED PROPERTY TAX ACCOUNTPARCkI31-qNO [j NEW RESIDENTIAL I PLUMBING'/ MECH ADDITION COMMERCIAL COMPLIANCE OR E] CHANGE OF USE REMODEL APARTMENT SIGN LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FW FRONT SIDE REAR SETBACKS (Fr.) FRONT-, L/RSIDE REAR N . PARKING REO`O I PROVIDED LOT AREA PLANNING REVIEWED'-dY DATE 13 REPAIR GRADING CYDS 0 FENCE X FT) REMARKS 19 DEMOLISH 1:1 TANK cl OTHER aGARAGE RETAINING -WALL. CARPORT 0-.ROCKERYw:. .[3 �RENEWAL ITYPE OF USE. BUSI S OR,ACTIVITY) EXPL AIN: CHECKED BY TYPEIPF CONSTRUCTION CODE OCCUPANT GROUP NUMBER OF STORIES NUMBER OF.� DWELLING: UNITS CRITICAL AREAS NUMBERO 012— f-->j OM SPECIAL INSPECTOR REQUIRED 0 YES JAREA OCCUPANT LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS, INSPECTIONS PER UBC 10 FINAL INSPECTION REO'D qhw �91 VAWATION Description f-FEE Description FEE Plan Che .qk HEAT SOURCE GLAZING % LOT -SLOPE % I fpuilding4, k PLAN CHECK NO: VESTED DATE' rPlumb-A-g-j Mechanical THIS PERMIT AUTHOREMS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONIX ANY CONSTRUCTION ON THE PUBLIC Recording Fee DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading SEPARATE PERMISSION. Engr. Review City Surcharge PERMITAPPLICATION: 180DAYS 116 PERMIT UPAM I YEAR - PROVIDED WORK IS STARTED WITHIN ISO DAYS Engr. Inspection State Surcharge SEE BACK OF PINK PERMIT FOR MORE INFORMATION 4?z* 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Traffic Mitigation Plan Chk Deposit IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Review Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE. OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE C Fire Inspection Total Amount Due ow'.. DEEMED TO MODIFV: WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE 0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' z . Landscapainsp. Receipt # -7,1JEJ HEREBY I HEREBY ACKNOWLEDGE THAT I HAVE READ THI 8 APPLICATION; THAT THE INFORMATION GIVEN 18 'CORRECT AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAI THE OWNER. I AGREE TO COMPtY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit until signed by+ the TION, AND IN OING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or hi0or Deputy: and Fees are paid, and kINVIOLATION OF THE LABQR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged In space provided. WORKMEN'S COMPENSAyd-N INSURANCE AND RCW 18.2 OF S E 10:iqRE DA 7SI:RE =(OWNER R G�Er� DATE SIGNED IAOX �A A A 13, e7z 771-0220 RELEASED BY WE ATTENT" Off 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 ORIGINAL - FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 10/01 FAX PINK - OWNER GOLD - ASSESSOR 6 Christ Lutheran 23M M? 23M 23508 23440 lz tz Church Park Edmonds 7919 23513 Apartme 23515 M2. 23514 23"6 7728 nts r7 235X) 23525 702: 2= & Ride] 0 � a- 0 V z 23-5 23468 7615 23601 23801 7918 7900 3: 23601 23602 23soi 7804 22 23605 23807 23807 9 21310 1 114 23614 826 23619 Safeway 23620 23621 238M 23MB 2382D 237 r, 23M2 236M M4 2W26 M628 2WO9 t 23M 23709 23710 8 J75.20 23 17 23 19 23725 23711 3 23712 23631 23 — 23713 23708 - ffM 23701 MM 23 --I 6101 SM9 -11 —1 - 7831 R 23727 23703 8 23720 -4 23rJ3 W - ST SW 23730 --- 23743 2380 8124 sale 238M 23807 23804 7804 23M 23BO4 :E W763 D 238M Seoul 8100 8102 8026 — — 0014 23818 23818 23812 23811 — 23818 23811 23811 7608 2381 7;xpo, Plua 8104 8028 — 23W 23821 23820 23819 23819 =19 7W 7616 B — 0-6 0 2380 23M 23821 7 7632 7824 23921 lesion Taco Time 4 1 23904 23904 23900 2390 7702 23903 2 — 23916 23821 St. Francis 8117 23910 7915 1 1 ! 7710 7718 7WO 7815 23 0 — motel 23920 k 23916 239,7 TW 7724 7023 28 23931 W K&C Motel 239M 23928 7no '0 24001-0 b 8006 31: P, 14 1! 24014 - 241011 24MM Burlington Coat %is Z A - W 11 Factory , 40 24�= 24102 �,24106� > 24111 0 24109 24116 24118 e- 8011 24117 7--"5 24122 � aG2? allog 7. Iml 241 24M ST SIN ...... em 7920 7910 24206 a! 24207 24206 3: 24205 70113 24212 7912 - 24218 1 24213 24212 24211 620 24200 1 7914 - 24219 24218 24219 24M 24M 24M 24m 24223 CampbeIVNelson 6lQ5-.. 24231 243od 24303 24305 24312 24307 24228 24330 6105 1 10 2 24319 ,raft Wr*r I& n WM I *rs a -1 W .1 k6-w b iA YX WN I WE im I Wrl N. 244TH ST SWAAKE BAUJNGER WAY Critical Areas Checklist Site Inforn-tation (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: 7 /�/ v8 , Wes CA File No: oa --C( a) 2. Property Tax Account Number: — . '/�// oao 00�70Z 3. Approximate Site Size (acres or square feet): 2 A b*" 4. Is this site currently developed? - k yes; no. .If yes; how is site developed? A2V=e2e_,,1 5. Describe the general site topography. Check all that apply. Flat: 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 more 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 standing water: IVO Approx. Depth: 7. Site contains areas of seasonal standing water: A10 ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway IVO floodplain — of a water course. 9. Site contains a creek or an area where water flows across the grounds, surface? Flows are year-round? Flows are seasonal? — (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: /kz Critical Areas Checklist.doc/3.19.2001 City otEdmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Pennit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Che.cklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist shrot)be easily available from observations of thss#tsW ta available at Clty'Hall (Critical areas,40intrnes, M� surveys). ps, or soil rj- Date Recelfed: --2- City Receipt#: Critical Areas File #: Critical Areas Checklist Fee: $45.00 .Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sip and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of -property described on this form. In addition, the applicant shall 'include- other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds ham -Jess from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted, are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANVAGENT DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public offici I and the staff of the rC* of Edmonds to enter the subject property for the purposes of inspection and postin attend= % is applic#oon./ SIGNATURE OF OWNER Owner Applicant: Name � / 0 7 q /-� // ve-. .5 E. Street Address — 47 V 1 City State Zip Telephone: 41Z-5-- Z �12 — -7 7 f Z Email address (optional): Critical Areas Checklist.doc/3.19.2001 DATE ev —57 62,?, 0 4 . Applicant Representative: Name Street Address city State Zip Telephone: - . -- — Email Address (optional): APPLICATION WE for The City of Edmonds SIDE SEWER PERNIFT EASEMENT No . .......................................... NEW CONSTRUCTION 0 REPAIRS 20?4- Q3 LSD — OWNER... fklqCjd-r%.5.+0-5 ... .... ................................. CONTRACTOR .................................................................................................. PERMIT No . ...................... ADDRESS h ... A.v.CL..--.W.2 ...................................... LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ L-1 0 El NAMEOF ADDITION ......................................................................................................................................... JurxcL � tcn,�L Dye� Tzs44.ci Or% ;50-wq-r Approved: DATE............................................. — By ...................................................................... 0 bate: To: From: Subject: Vendor # MEMORANDUM September 28, 2007 Duane Bowman, Development Services Director Diane Cunningham REFUND 071915 Duane, Gennadly Kutashvili paid for Critical Areas Checklist #CRA-2007-0092 on 6/14/07 Receipt # 44510 for property located al2tRIM' Ez"dWeRMS. This property already had a critical areas checklist CA-200-93 dated 5/8/02 (see - attached) and a second one was not required. Please issue a refund in the amount of $135 to Gennadiy Kutashvile, 3304 198 th p 1. SE, Sammamish, WA 98075. Thank you. Diane Cunningham Planning Division or's Signature City of Edmonds c�a Community Services 1-7 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX� (425) 771-0221 -11. In' I PERMIT FEES/ RECEIPT DATE: Thursday, September 27,2007 PERMIT#: CRA20070092 P ROJECT ADDRES S: 2413 0 76TH AVE W, EDMON DS PROP OWNER: GENNADITY&TATYANA KUrASHVILI 3304 198TH PLACE SE SAMMAMISH, WA 98075 425-387-9908 92-0-OLIIIUF 1 "".1" --Ce:Ankou n a i d, I a 4 ibescri;� e--� :".-' P-Critical Area Review $135M ($135.00) $0.00 Total Due: S135.00 (S135.00) $0.00 *FEESARE ESTIMATED BASED ON INFORMATION PROP7DED ATSUBAINTAL-SUBJECT TO CHANGE � - -�- I RN -12-17-7 6/14/2007 RFJC044510 Auto/Genna(by 0 KutashAli ($135.00) P-Critical Area Review ($135.00) 0 #P20 Cdtical Areas Checklist 0 Site Information (soils/ topography/hydrology/ vegetation) 1.. Site Address/ Location: JY130 2. Property Tax Account Number: .00YV100000170?� 3. Approxhinate Site Size (acres or square feet): 0. Uo 4. Is this site currently developed? Zyes; no. If yes; how is site developed?. Oy 4&Z4.4, zzis UIA- /Pya 5. Describe the general site topography. Check an that apply. Flat- less than 5-feet elevation change over entire \site. Rolling: slopes on site generally lessthan 15% (a vertical"� distance of 66-feet). than Hillv: slopes present n site of mo'e �an 15% an over a horizon distance of 3 to 66-feet). d"' Steep: grades of greate than 30% p sent on site (a ve��cal distance of less th 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: 7. Site contains areas of seasonal standing water What season(s) of the year? 8. Site is in the floodway 0 floodplain 9. Site contains a creek r an area here water flows area ood p herea er flc 1: t �ows are asonal? ow A10 N Flows are onal? 10. Site is primarily: forested adow urban landscaped (lawn, shrubs etc) zo 11. Obvious wetland is present onsite: t./O I CA File No: qY02-(S MU4:21/ ZOO,$ of 10-feet over a horizontal vertical rise of 10-feet rise of 10-feet over a horizontal Depth: of a water course. �r s the grounds surface? Flows are year-round? �t time of year? For City Staff Use Only 1. Plan Check Number, if applicable? 2. Site is Zoned? 3. SCS mapped soil type(s)? 4. Critical Areas inventory or C.A. map indicates Critical Area on site? 5. Site within designated earth subsidence landslide hazard area? DETERMINATION STUDY REQUIRED n-dxed WAI[VER Reviewed 0 0 ID., Is, CritfibAl' re& -009-02 * N i;ATA#:,� A Und umb&.-, ICA-2002-0093 F8000 lKutashvili �g street..�A` 7Ft� lw uite-.' JAV nt?, LJ D'e, 5110/ 2 W D 'r'minati lWaiver otq 0 s 4�n 77�` 1 0' S: 4 te 1 junior Super Single* pump switch installation instructions MOUNTING THE SWITCH 1 . Determine pumping range for installation (see Figures A and C). Do not tether less than 3.5 inches (9 cm) from pipe. 2. Tighten strap around discharge pipe keeping switch cable between strap and pipe to prevent slippage. 3. Space small ties at least 1 inch (2-5 cm) apart (see Figure 13). To re- adjust ties, press small tie tabs down. 4. To lock releasable tab, run remaining strap between tab and head. Tuck strap back through head (see Figure B). Figure A Determining Pumping Range in inches 0 inch = 2.5 cm) tether l 3 5 6 8:.A04XA5 17� ength C M pumping range Use only as a guide. Pumping range's are based on testing in non -turbulent conditions. Range may vary due to water temperature and cord shape. Note: As the tether length increases, so does the variance of the pumping randge Figure 0 3.5 inch (9 cm) ecure minimum \ able tether length under strap I I strap space ties I inch head "releasable tab (2.5 c.) apart D A6 i�,, - r-1 X Electrical outlet must not be located in pump chamber. & Electrical outlet voltage,'piggy- back plug voltage, and pump voltage must match. 1 . Follow steps 1 through 4 of "Mounting The Switch." 2. Insert switch's piggy -back plug into outlet. 3. Plug pump into piggy -back plug (see Figure C). 4. Check installation. Allow system to cycle to insure proper operation. Figure C switch plug pump plug tether length �Apumping range STREET FILE 1. Follow steps 1 through 4 of "Mounting The Switch." 2. Wire switch as shown below. 3. Check installation. Allow system to cycle to insure proper operation. junction, =1 1240V wer power source (75 z :i black U. liquid 77 !-tight T T—w—hite connector 01 ZJ_ 120 _J pump GL__f;4 junction /-I=,] 230V box I r V I It 1power OR — I - J _J I liqui co Fwh!te con, E _J I _J In 230 VAC pump installations, one side of the line going to the pump is always HOT. This condition exists if the switch is �14 � on or off. Install double pole disconnect Won all 230 VAC DUMI) circuits. M4-- C> " T R C> 11- ih �Om,' U,4 �40w-@ SJ ELECTRO SYSTEMS, INC. fit Zo sUILDING DEPARWE-N7 Ci-ry OF EDMONDS P.O. Box 1708 N County Rd 6 R Detroit Lcl[kes, Minnesota 56502 USA InstI. Instr. PN 1001418J one: Cat. Page PN 1004161C #888-DIAL-SJE (342 Ph 218-847-131�ff Fax: 218-847-4617 ot 4 JJ OOL4,eW ::%k A04.te QSJE-Rhornbus Printed in USA 0997 Mercury -activated,, wide-angle switch designed to control pumps up to 1/2 HP at 120 VAC and I HP at 230 WA This mercury -activated, wide-angle pump switch provides automatic control of smaller pumps in non -potable water and sewage applications. Although this switch is not sensitive to rotation, it is affected by turbulence and should be mounted in a non -turbulent location. The Junior Super SingleO is not recommended for use with motor contactors or relays because the motor contactor or relay may experience chattering. A Super Single" or Double Float" pump switchwould operate more efficiently in these installations. FEATURES N Controls pumps up to 1/2 HP at 120 VAC and 1 HP at 230 VAC 9 Adjustable pumping range of 6.5 to 19 inches LISTED (16.5 to 48 cm) 83N2 N Includes standard mounting strap and boxed packaging N UL Listed for use in non -potable water and sewage AV CSA Certified LR54245 AF Two-year limited warranty Pm OPTIONS This switch is available: Al for pump down or pump up applications N with a 120 VAC or 230 VAC piggy -back plug N without a plug for direct wiring in 120 VAC or 230 VAC applications AW in standard cable lengths of 10, 15, 20, or 30 feet and 1, 2, 3, 5, 6, or 10 meters (longer lengths available) U.S. Patent Nos. 4,529.854 & 4,572,934 Cable: flexible 16 gauge, 2 conductor (UL, CSA) SJOW, water-resistant (CPE) Float: 2.81 inch diameter x 3.42 inch long (7.14 cm x 8.68 cm), high impact, corrosion resistant, PVC housing for use in sewage and non -potable water up to 140OF (600C) Mercury Switch: mercury -to -metal contacts, hermetically sealed in a steel capsule Electrical: 120 VAC 50/6OHz Single Phase: Maximum Pump Running Current: 13 amps Maximum Pump Starting Current: 40 amps Recommended Pump HP: 1/2 HP or less 230 VAC 50/6OHz single Phase: Maximum Pump Running Current: 13 amps Maximum Pump Starting Current: 20 amps Recommended Pump HP: 1 HP or less Note: This switch must be used with pumps that provide integral thermal overload protection. usONTROi7S SJ ELECTWO S"TEMS, INC' Versatile, indoor or outdoor liquid level alarm system. This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tanks, sewage, agricultural, and other non -potable water applications. The Tank AlertOD XT indoor/outdoor alarm can serve as a high or low level alarm depending on the float switch model used. The alarm horn sounds and the red beacon illuminates when a potentially threatening liquid level condition occurs. A "power on" light on the switch indicates power to the alarm panel. Enclosure meets Type 3R water -tight standard. Ar Automatic alarm reset, horn silence switch, and alarm test switch. Alarm horn sounds at 85 decibels at 10 feet (3 meters). Alarm system (when installed on separate circuit) operates even if pump circuit fails. AF Complete package includes standard Sensor FloatO control switch with 15 feet (4.57 meters) of cable (other lengths available) and mounting clamp. Ar LIL Listed for indoor or outdoor use. M CSA Certified. Jr Three-year limited warranty. coo LR54245 USTED 298X lic I OPTIONS When ordered with the alarm, the system is available with: alternate float switch models for high or low liquid level warning. auxiliary dry normally open contacts for easy attachment of remote devices. M premounted terminal block so enclosure can also be used as a junction box for splicing pump, pump switch, and pump power. Meets NEC standard for junction boxes. M 6 foot (1.8 meter) power cord and liquid -tight connectors. VOLTAGE: 120 VAC, 50/60 Hz, 8.5 watts max. (alarm condition) ALARM ENCLOSURE: 6.5 x4.5x3.0 inch (16.51 x 11.43 x 7.62 cm), indoor - outdoor, weatherproof, thermoplastic meets Type 3R water -tight standard ALARM HORN: 85 decibels at 10 feet (3 meters), meets Type 3R water -tight standard as installed by factory ALARM BEACON: meets Type 3R water -tight standard as installed by factory TEST/SILENCE SWITCH: certified to IP66 and IP68 standards AUXILIARYALARM CONTACTS (OPTIONAL): 120 VAC, 5 amps max., 50/60 Hz PRE -MOUNTED TERMINAL BLOCK (OPTIONAL): 20 amps, 120/230 VAC POWER CORD (OPTIONAL): 6foot (1.8 meter) cord with 120 VAC plug FLOAT SWITCH: Sensor Floae control switch with mounting clamp Cable: 15 feet (4.57 meters), flexible 18 gauge, 2 conductor (UL) SJOW, water- resistant (CPE) Float: 3.38 inch diameter x 4.55 inch long (8.58 cm x 11.56 cm), high impact, corrosion resistant PVC housing for use in sewage and non -potable water up to 140OF (600C) Switch: hermetically sealed steel capsule features mercury -to -mercury contacts. Maximum line impedance for initiating device: 100 ohms Rh3suffAbsce PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE - 1-218-847-1317 1-218-847-4617 Fax email: sje@sjerhombus.com www.slerhombus.com USAGE: Sump and dewatering applications where higher pressure is required to move materials upward from a collection area to sewer or septic lines or drainage areas. 0 35 50 100 150 200 250 300 IA -- 10.0 30 25 8.0 2 6.0 J0 15 10 4.0 X L 5 2.0 0 0.0 0 20 40 60 so FLOW - GAUONS/MINUTE wwwmLittleGiantPump.com Ibm bil SERIES 0 For residential, commercial, industrial and agricultural use # 70GPMOW * Rated for continuous duty * Handles tough, demanding tasks of effluent and sewage waste transfer materials up to 3/4" spherical * Ideal fbr septic tw& effluent applications Corrosion and rust resistant epoxy6 coated cast Iron pump housing Item No. I HP I Volts 509330 1 4/10 1115 .1 1.1/299 509340' 4/10 230 11/211 * Pumps up to 321 - * 1 1/2" FNPr Discharge * Completely submersible * Oil -filled motor housing for extended Iffe and rapid heat dissipation * Mechanical shaft seal - * Thermal overload Protection IV'Aaffift. U e L qp;e Running j Gallons Per Minute at Ht. Watts I 5ft I I Oft 11 5ft 120ft 125ft Amps 13 1 1000 1 70 164 1,55 141. 122 6.5 1000 70 64 55 41 22 Item No. Shut PSI 16'Pord I Dimensions Off (ft.) - - (ft.) I. (inches) 509330 32 F13 .8 20 . - 9.3X1 1.7X9 I 509340 32 13.d8 20 9.3XI 1.7X9 , PLANNING DATA SINGLE FAMILY RESIDENTIAL U�4T FILE I Name: Site Address: -7 6 Date: -7 / 30 LO -7 Plan Check ff': 9LA Zoo -7 04S-0 Project Description �'F Z Reduced Site Plan Provided: (YES /DO Zoning: es Map Page: — Qc)-6 Corner Lot: (IFS)/ NO) Flag Lot: (YES /0 Critical Areas Determination ff: -C&-&Qz�q 3 0 Study Required t9-�vaiver SEPA Determination: W-Exempt 30d, C, /W El Needed (for over 500 cubic yards of grading) El Fee 0 Checklist 0 APO List with notarized form -7&k 't Required Setbacks - f� St'reeC Side: �- I Side: -Z S- Actual Setbacks Street: Side: 5-2 Rear: Zj— r El Detached Structures: 5KRockeries: 6, IoA /I Of "X w s-d b c, o1c <, 3 ' 4 6c, Ve- 0 r, (qJ El Fences[Trellises: Z j12 AIP'ry. 7rci ck- Bay Windows/Projecting Moulation. Pir�f la C 10" C El Stairs/Deck: Height Datum Point: (13- 1 0o Datum Elevation: /00 Maximum Height Allowed: Actual Height: 0 to Other Parking Required: Parking Provided: 2 Lot Area: It,-7-730 Maximum Lot Coverage: 35% Proposed: 0, Lot Coverage Calculations: goust — ADU Created: (YES Subdivision: Legal Nonconforming Land Use Determination Issued: (YES Comtnents cah 5- : /I - /014 35 Iq 103. /0 V. 7 S- 102. 5-5- /,9 /. ?S- Plan Review By: 0- a619� Nanning Data f-offn G4-11-06.doc IRII 1 0 0- 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 ,/)C. 1Sq%J . *PERMIT MUST BE POSTED ON JOBSffE* STATUS: ISSUED ENG20080090 SIDE SEWER PERMIT (1-Single Family) Pern-ft Ntunber: ENG20080090 Expiration Date: 3/24/2009 Job Address: 24130 76TH AVE W, EDMONDS GENNADIY KUTASHVILI REFINED PAINTING 3304 198TH PL SE 3304 198TH PL SE SAMMAMISH, WA 98075 SAMMAMISH, WA 98075 425-3 87-9908 LICENSE #: REFINP*027QB EXP: 6/13/2009 F7PAIR NGRINDER JOB DESCRIPTION N PROPOSE TO REUSE LATERAL LfD NUMBER. PUMP F7N PROPOSE TO REUSE SIDE SEWER Side Sewer - SFR EASEMENT INFORMATION N I PROJECT CROSSES OTHER PRIVATE PROPERTY N I VERIFICATION OF RECORDED EASEMENTS COMPLETE IAIDEMAIITY- The Applicant has signed an application which states helshe holds the City ofEdmonds harmlessfrom injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorneyfees by reason ofgranting this permit, CALL DLAIA-DIG (1-800424-5555) BEFORE ANY EXCAVATION CALL FOR INSPEMON (425) 771-0220 EXT. 1326 24 HO UR NOWEREQUIRED FOR ALL INSPECTION REQ UESTS THIS APPLICATION IS NOT A PERNUT UNTIL SIGNED BY THE CITY ENGINEER OR HISIHER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. .11 Printed: Mondav, March 24, 2008 [-] FILE COPY - ), INSPECTOR COPY E] APPLICANT COPY STATUS: ISSUED ENG20080090 Refer to City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements. A 6" cleanout with 12" locking cast iron lamphole cover is required at the property fine. Maintain 10'separation between the sanitary side sewer and the water service fine. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the pem-dtted project. E-Sanitary Side Sewer Inspection E-Engineering Final PARTIAL INSPECTION PARTIAL INSPECTION HNA L INSPECTION APPROVED DATE: DATE: DATE: INSPECTIONS INITIAL: NOTES: INITIAL: NOTES: INITIAL: 14 c. 18,),3 4 0 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: wwwci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering June 1, 2005 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC ' Snohomish County E911 U.S. Post Office Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing' Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Snohomish County Assessor's Office Snohomish County Information Services Lynnwood Disposal Snohomish County P.U.D. Comcast Cable GARY HAAKENSON MAYOR Please be advised that 24130 761h Avenue W has been retired from the Edmonds address system. It has been replaced with 24128 761h Avenue W. Occupancy: Residential SFR Demolition to new SFR Tax ID Number.: 00491100000902 If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. . Please contact me if you wish to be removed from this list. Respectfully, Senior Permit Coordinator Edmonds Building Department MIN. RADIUS A-13" QUARRY SPALLS 8'-12' MIN. DEPTH 7PROVIDE FULL WIDTH OF INGRESS/ EGRESS ,�,"AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD. CITY INSPECTION REQUIRED ON ALL ERGS MEASURES BEFORE WORK CAN BEGIN. FILTER FABRIC SECURED TO 2# X 21 ABRIC 14 GA. WIRE F EQUAL 21 X 2' WOOD OR EQUIVALENT-'-,,. a,- 121 U 81 PLACE 3/4'-I.S' WASHED.GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. [VWIRE E MESH SUPPORT FEUE fu To SUPPORT FILTE R FANIC. I IT I I ZD - - - - - - - - - - - - - - - - 4.4 I I R BOTT�M I F FILTER BU T y I L 8 Tj 3 1 _CMA ER A 3 2 6` MAX, Lj 2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. 1 Fr MIN WIDTH BETWEEN ROCKS AND EXCAVATION. PROVIDE SWALE, GRADE AND DRAIN TO APPROVED SYSTEM. CITY -INSPECTION REQUIRED ON A:LL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, IF ROCKERY ABUTS A PRIVATE DRIVE OR DRIVEWAY, A 2' SHY M1r7A&lrr - 1 4 vr kUMrM%,Ir_lJ VVILK M.1- Dr- GEOTEXTILE SLOPE TO DRAIN MAINTAINED BETWEEN THE WALL FACE AND UNDISTURBED NATIVE SOIL EDGE OF ROAD SURFACE EXISTING/ORIGINAL GRADE IV V W 0 ROCK FILTER LAYER, 2 _17 1:, 1 *-0" MIN LEVEL 0 0 GROUND 0 PROPERTY LINE 12" MINIMUM WIDTH QUARRY SPALLS 6 3/4' TO 4' IN SIZE 0 0 GEOTEXTILE D_ GR( Ld C) 0 FILTER FABRIC ROAD SURFACE \--,,-/2 DIAMETER OF LARGEST ROC14 2% st-OPE IN BOTTOM COURSE OR 12-, MIN 5" DiA PERF RIGID WHICHEVER IS GREATER DRAIN PIPE CENTERED HORIZ. IN BEDDING. SLOPE E0 EO THIS DISTANCE SHALL NO TO DRAIN AND CONNECT TO T BE LESS THAN THE HEIGHT STORM DRAJN SYSTEM. OF THE ROCKERY AND NOT PROVIDE CLEANOUTS. V-011 LESS THAN 10 FT FROM EDGE OF ROAD WHEN SIDEVALKS, ARE NOT PRESENT. UNDISTURBED NATIVE SOIL OR COMPACTED CRUSHED ROCK, AS REOUIRED ROCKERIES SHALL NOT BE CONSTRUCTED IN CITY R.O.W. OR OVER PUBLIC EASEMENTS GENERAL NOTES: 1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT, FOUNDATION MATERIAL, AND ROCK SIZE. 2. QUARRY SPALLS AND CRUSHED ROCK SHALL BE PLACED DIRECTLY FROM TRUCK OR OTHER SUITABLE CONTAINER IN ORDER TO MAINYTAIN CLEAN BACKFILL. 3. OPENINGS SHALL BE 'CHINKED' WITH QUARRY SPALLS. 4. ROCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THESE STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS CRITICAL AREA OR MEADOWDALE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA) EXIST. ROCK SCHEDULE WALL HEIGHT MINIMUM ROCK SIZE BASE TOP 2 FEET 2-MAN 2-MAN 4 FEET 3-MAN 2-MAN 6 FEET 4-MAN 2-MAN 18 FEET I 5-MAN 2-MAN 0 0 T I N G D.Rv% TO BE TIED VTO.' DETENTION SYStEM p-, Z; n 1 101.0 Alft104.0 105 -75 E3.5.5.L. TEMF0.1W.y C Nsm".;-TION SEN't"RANCE MEQUIRED i0e, 275VNHo (INV 108A NO;,.) NOISOU3.80A zJ IuIz5IVL'd,';dd ka'I U0.1 "I'V`1 3NMO IN00/8 Prz IL, 015 16 rATrH BASIN TOP: 104.cl 1"Ibe CRY of of#=p1aw-..-, ao�.)i it; of the] wo&Wudeo in irw dor.l$ onsfte i�;ity 600MVII at ronkerwsr f..onsilmvion of roMotcie� .1� timhlbhe(�, :,,,,e Cky of E,imaroF -Im.* ,,virtain circurnstances mid In conain situations per ECDC 14,40,020 24 DETENTION PIPE BOT: 104 25' LONC E IRIBBED P\Irl, A5TM 0-2444) 10 PYVI 48P . � 105 TOP: 104.1 owl 5 0 T: 10.2' TO CONNE 74. 117*5T�- �.OST_ 10:2 AA TOP: 104.'�l WATER & SEWER 10 A 101.65 (GRADE 5 BOT: 101."I �A 105 ROUND HOu5r::) 104.1" INSPECTIONS KaD t 104.10 CALL 425-771-0220 1 -XT. 1326 M215004FT-4R MAIN 9 105.25' (5ARAor BOTTOM OF FOOTINI57 LON 5LAB @ 101.63 H16H 5LAB @ IOI.cf(o cicl.c[2' (TYF) ALL EXPOSED SURFACES TO -.' '. . *. . I S) BE COVERED WITHIN .1,01MIS 103t_ TOP: 104 BOT: 101.63 104 tf) ACCEPTABLE TIGH MATERIAL rLINE 25 I -oil 52 I -oil a I -oil SDR 35 SCH 40 (5ARA(5E: 120 5.F\. N-12 F810 HANCOR 70F: 105 AIN: 1280 S.F. BOT: 101.60 102 105 A fkm P 0 -,*coo, 0 to' REPRdDUCTlON 'A' OF -MPL . F , 0 -7HE -PN'F)Y ANYU:.',NSISPR O'l:"-TED F E P FV 11 WN _167H AVE �N BY PUINI! --!";�S UP SHA.KEBY. 0 )D, Up Of '10 PE *C S 159 ENSE TO R 0 CALLTHE DES�I!GINFRTO 0 CBTAINI LEGAL ccpl�s j.� E) 17 F. N r 50ALE : I" = 10'-C" 0 10 20 40 d3 OVI'lliIIINER &F-NNADIY I<UTA5H\/ILI 3304 IcIaTH FL 5F_ 5AMMAM15H, NA -5150-75 CF=L. (425) 55-7-cfcIO5 5 1 TE ADDRESS, :24125 I&TH A\/E Vq 'EDMONDS, NA TAX 004c[11000001�02 HE I (5HT (f.,AL(f,,. A 104. 1' B 104.15' 102.55' I a I.C15 413.55/4 = 103.34' AV6.EXIST. 6RADE + 25' 125.34' MAX BLDIS HF=I&HT - 125.05'FROF05ED BLD& HEI(9HT .26 BF-LON HEISHT LIMIT LOT CooOVERAOE L07 51 ZE = 11,113 S.F BLD& AREA = 2,033 5.F. 00\1ERAOTE = 2,033 S.F. = 1-1.21% (35% IMPERVIOUSSURFAGE MAX) GALCo, LOT SIZE 11 1-7-75 S.F ROOF = 2,41-7 S.F. PORCH/5TEP5 I 5.F. ORMENA"ONALKS III 5.F. TOTAL IMFF.=R\/IOUS 3403 S.F. 25.141% LOT SLOFF= = 4% DRI\/EYqAY SLOPP = 2.5% CUT 505 CUBIC YARI:;�S FILL 0 DETERIORATED/ BROKEN SIO)ENALK TO BE REPAIRED OR REPLACED PRIOR TO EN61NEERINS FINAL ACCEPTANCE OF THF_ HOU51H. Zone Corner>�- Flu Setbacks Required Actual Front S -2 5� vr '7-V757 5-2- �5- SidespO Rear Other Height STANDARD DETENTION SYSTEM WORKSHEET (5000 SF OR LESS) OWNER: ADDRESS: CA,LC. BY: PHONE: DATE: [IMPERVIOUS SUFACE AREA �-E�_7PIPEDIA. PIPE LENGTH ORIFICE FOOTINC DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM f-LOCKING LID (TYP.) RIM ELWI�� FINISHED -� GRADE DETENTION PIPE LENGTH IM ELEV. 6' in.cloamnco M asuredfromtopof RIM ELEW-16=11-mr-_1 / r Conc. box a r dsor. 0*f_164 1041169'pll 0-5% TO 1.0% SLOPE N-_ \-,NV. ELEV4qAZ_525__ UPPER CATCH BASIN ROM CONTROL CB 'X2'X12"DEEP CONTR ROM C 0 NT�R 0 L C B 2%2 2"DEEP (4--6- QUARRY SPALLS OR EQUAL) FROM CONTROL CB - SHALL BE PERPENDICULAR TO SPREADER TRENCH- PI!RF. PIPE SHALL BE LEVEL & CAPPED AT ENDS. RIPRAP OUTLET ----TO _C1Ty CONVEYANCE 14V INV. ELEV. CITY STORM OUTLET CONVEYANCE CONTROL SYSTEM IN. P-ORIFICE -----SPREADER TRENCH )L CATCH BASIN SHALL 13E AMIN. IN. G' COVER CF 10'LONG AND PERPENDICULAR CONTROLCB TO CONTROL Ca. 1 5' eVTRTNCH SHALL BE LINED ,IAF, ON TOP WASHED DRAIN ROCK SPREADER TRENCH NOTES 1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. APPROVED BY 2. Responsibility foroperation and maintenance ofdrainage systems on private property isthe responsibility of the property' owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. DATE D [As � NEER R E!,; U B MAR - 4 2008 BUILDING DEPARTMENT CITY CF ElDmONDS STREET FILM W C) Q� W W F_ F_ - V) 0 (A 0 V) X Vi Ld >_ -V_ I- LLI ILL z 'z 5,; (F-W , , 0 CL (f) 0 11�nW<PN;!:- < 0 VIOX P,W6zI--E_ <W :362�8,r 'LLI W N 08 0 0 i,� 11 0 W. T. z (,j P0 F0 - < LLODE 0 < a,-r 0 JFW Vi(/)O Z, z F_ XL,(n2:0 OU) I._(f)�<Wozow zi.- z I'L 0 W z 0< 0<(.) LLI CI :2X C) P: Fn W )2-mw <mEEFE - , 0 U) iEF C)OxLjm O<W wFunfoofu n<-,;, I, I F_ LL 11 L� < W< V) 2 0 V) Ic", U LU 0 z '(3) LLOOO (0 La r� �W- =F _j 00 > _%_0 z LO (r 0 0�: c) 0 0 C:) 0 0 � 0) W 'T LO C'i 00 r� C6, ry w �� LO 60 LU Do z < z _1 W W L�j =:) 0** W Z [L- CC W LL U_ � 0 _j 0 0 z C\j Nt L6 0) 00 *It A > LU DESIGNED BY. DATE: TO 10/0 DRAWN BY: DATE: JRA 11/2/01 REVISED BY: DATE: 1jr1F 10/1(0/04 5FK 2/25/05 C1.15 512-210-1 01J5 12/1'7/0-1 LATERAL BY- DATE: MM 10/5/04 LATERAL JOB NUMBER: 04-e)ao A5P/ A 0 1 1 ANW JOB NUMBER: 0"701e)l C�0174�A601 S60 4 7,P) RESUB MAR - 4 2008 BUILDING DEPARTMENT CITY OF EDMONDS KREET FILE