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303 WALNUT ST.PDF11111111111111 13719 303 WALNUT ST ADDRESS: TAX ACCOUNTIPARCEL NUMBER: 2-7032`300111000 BUILDING PERMIT (NEW STRUCTURE): � ab - I 3SL4 COVENANTS (RECORDED) FOR: CRITICAL AREAS:Iai I DETERMINATION: D Conditional Waiver F] Study Required Awaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: 511-001 PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): OUR 0 PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DA` SEWER LID FEE 'ED: C) 9 liq LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMrF(S) #: GEOTECH REPORT DA STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: LATEMP\DSrs\Fomts\Street File Checklist.doc a CITY OF EDMONDS STATUS: ISSUED Expiration Date: 8/30/2008 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE� (425) 771-0220 - FAX� (425) 771-0221 ernn Parcel No: 27032300411000 PROPERTY OWNER APPLICANT CONTRACTOR WALNUT ST CONDO (DUPLEX) GLENN GALLAUGHER SCL ENTERPRISES 536 WALNUT ST #201 536 WALNUT ST #201 17921 LINDEN AVE N EDMONDS, WA 98020 EDMONDS, WA 98020 SHORELINE, WA 98133 206-604-1717 206-604-1717 206-226-6673 LICENSE 4: SCLENL*OOIK4 EXP:5/22/2008 DUPLEX VALUATION: $336,117 PERMIT TYPE. Residential PERMIT GROUP. 20 - Duplex GRADING Y CYDS: 156 TYPE OF CONSTRUCTION: VB RETAINING WALL ROCKERY: N OCCUPANT GROUP: R3 OCCUPANT LOAD: 22 FENCE: N ( 0 X 0 FT,) CODE 2003 OTHER. N ------- OT HER DESC� ZONE PM-1.5 NUMBER OF STORIES: 3 VEST ED DATE� ,NUMBER OF DWELLING UNITS: 2 01HOW N 1BASEMENT 0 1 sr FLOOR. 0 2ND FLOOR 0 m BA EMENT� 0 tST FLOOR: 674 2ND FLOOR 1620 13RD fLOOR. 0 GARAGE. 0 DECK: 0 OTHER: 0 13RD FLOOW 1620 GARAGE: 571 DECK: 65 OTHER 0 rRONTSEFBACK SIDESEFBACK REARSEYBACK ,EQUIRED: S 15 PROPOSED: 15 ;D: E 10 PROPOSED: 20 IREQUIRED: N 15 PROPOSED: 15 IE16,11T ALLOWED.30 PROPOSED:29.97 REQUI RE D: W 10 PROPOSED 10 1 VTBACKNOTES PARKING 31NGARAGE, I OUTSIDE. MAX HEIGHT IS30,(25+5). PORTION OFSl-AIRSENCROACHPURSUANT TOECIA 6,30 040 D (I I - MIN FROM PL, 12 83- SHOWN). I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULAT ING CONSTRUCT ION AND IN DOING T HE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELAT ING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27 '1111SAPPI-ICAI'IONISNO�TAPERM-U UNTILSIGNEDBY THE BUILDING OFIICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID Olt R Print Nanne Date F.11-mial 11131111 11 IS UN I. AWFUL TO USEOROCCUPY A BUILDING OR S1RUC'[`U RE UNTIL A FINA L INSPECflON I IAS BEEN MADE AND APPROVAL ORA CER'IIFICAIy 01: OCCUPANCY HAS BEEN GRANJED. UBC109/ IBC I 10/ IRCI 10. ARCHIVE APPLICANT ',SSfNSOR OTHER [y] ft 0 STATUS: ISSUED BLD20061384 CONDITIONS Lot line stakes must be in place at the time of foundation/setback inspection. All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. Approval of this foundation design is conditional subject to inspection of existing site soil conditions. Retaining Walls must be designed and constructed to resist the lateral pressure of the retained material. Provisions must be made for the control and drainage of surface water around buildings. • Installer shall provide the manufacturees installation, operating instructions, and a whole house ventilation system operation description. A label shall be affvcd to the whole house tinier control that reads "Whole House Ventilation" (see operating instructions). • Maximum Height 25 feet. Measured from average elevation of undisturbed soil at comers of extended building rectangle. Subject to field check by building department. Hose Bibbs (exterior faucets) are required to have a pen-nanently affbed anti -siphon device installed. In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. Ty pe B or L vent connectors required on fuel-buming appliances pas s ing through unheated s paces. Per IMC 803.2 Obtain Electrical Perryfit from State Department of Labor & Industries. 425-290-1309 Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. City approved plastic piping may be used in water service piping provided that where metal water service piping is used for electrical grounding purposes, replacement piping shall be of like materials (UPC 604.8). A state electrical permit and inspection is required if electrical grounding is altered, removed, improved, or added. Contact State Dept. of Labor & Industries Electrical Division at 425-290-1309. Any request for alternate design, modification, variance orother administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff. Sound/Noise originating froniternporary construction s ites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. THIS PEROT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMITTIVE LIMIT. SEE ECDC 19.00.005(A)(6) BLUIDING (425) 771-0220 E)CF. 1333 1 ENGE4�13 (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 I PUBLIC WORKS (425) 771-0235 1 PRETREATRwr (425) 72-5755 RECYCLJNG (425) 2754801 J IWhen calling for an inspection please leave the folloyAng information: Permit Number, JobSite Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, andAbether you prefer morning or afternoon. I E-Erosion Controt/Mobilization E,Ston-n Tight line E-Storm Detention System E-Footing Drain Connection E,Water Service Line E-Driveway Form& Slope Ver. I ft go E-Cross Connection Final EEngineering Final B-Setbacks B-Footings B-Foundation Wall B-Isolated Footings/Piers B-Retaining Wall B-Slab Insulation B-Plumb Ground Work B-First Floor Framing B-Plun-b Rough In B-Gas Test/Pipe B-Equipment-Mech B-F.verior Sheathing B-ShearNailing B-Height Verification B-Framing B-Wall Insulation/Caulk B-Floor Insulation/Caulk B-Ceiling Insulation/Caulk B-Sheetrock Nail B-Building Final F-Fire Final I I I OWNE GLENN GALLAUGHER 116,- 0:' 05.00' PROPERTY LINE 31.1 CONC. LANDIWG -\ 20 0 F:� . . I 1 A PARKING PAD. J, 0 F- STAIRS W". 4 LINE OF FLOOR ABv. IL (L SEW Ill ILLJ z 14% 5T �lu GARAGE 4SAT FINISHED GR46E 51,13- 'SLOP Mr 58.70, UF 68.031 RIDGE 81.10, 4:0 > * lq 0 1 - I * luo oil ..4 .,r 1 1�--O' 3-5 --o" Fo-, 0, - 0 65.00' PROPERTY -;'"— - . ' - r �IkE SIDEUf4L< LAI, GRASS 61, CURB FILE WALNUT STREET - — - — - — - — - — SITE ADDRESS 301 WALNUT ST EDMONDS, WA TAX ACCOUNT FARCELO IMPERVIOUS AREA ROOF FOOTPRINT IC320 sp DRIVEWAY / PARKING 491 SP (NOT COVERED BY ROOF) WALKWAY SO Sp TOTAL IMPERVIOUS AREA 2501 SP LOT COVERAGE LOT AREA 4355 SF. ROOF FOOTPRINT IS20 S.F. IS20 / 4355 44% I I DATUM POINT 53.48' HEIGHT CALCULATIONS A 5025' B 52.00' AVE. GRADE 51.13, ACTUAL RIDGE 81.10, 81.10, - 51.13, 2 43. S 1' MAXIMUM HEIGPT 30' Zone P-M-i-5 Comer — Flag Le-t_b a c k s t �ur e d Actual Front IV Sides C-jW 10 110 Rear 15 Other Height +5 FLOT FLAN, SCALE: I"=20'-O" U9 >b � 0 CA File No. Critical Areas Checklist Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: 3o k uja�.J. 2. Property Tax Account Number: '2_1-p3,2_j00q \\(>CC> 3. Approximate Site Size (acres or square feet): 5-bot 5a,J��. 4. Is this site currently developed? V j ,yes; — no. If yes; how is site developed? 7�a o.%\!4 �>es, 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: W 't ; Approx. Depth: 7. Site contains areas of seasonal standing water: N lr� Approx. Depth: What season(s) of the year? 8. Site is in the floodway N 0 floodplain,— of a watercourse. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? N 13 - Flows are seasonal? (VVhat time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawnshrubs etc) !I e-& 11. Obvious wetland is present on site: Vj For City Staff Use Only. 0,07) 1. Plan Check Number, if applicable? 2. Site is Zoned? 1- 6. 3. SCS mapped soil type(s)? _Z_'t j I t7'L- o a m cl 6p C.�, 4. Critical Areas inventory or C.A. map indicates Critical Area on site? -NO 5. Site within designated earth subsidence landslide hazard area? 0 - DETERMINATION STUDY REQUIRED WAIVER Reviewed by: C, I vj o, M apj'a- (,o cci a,— Date: 09-717-.2100(0 Critical Areas Checklist.doc/3.19.2001 a OV ED_4 City of Edmonds V Development Services Department Planning Division Phone: 425.771.0220 PC. Fax: 425.771.0221 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 the application to the City. The purpose of the Checklist 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 should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: City Receipt #: Critical Areas File #: ov, -,koo6r', ni 7,,9 Critical Areas Checklist Fee: $45,00 Date Mailed to ADDlicant: ql&�761o?mC A property owner, or his/her authorized representative, must fill out the checklist, sign 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 harmless 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 applicatio on the behalf of the owner as listed below. SIGNATURE OF APPLICANVAGENT DATE /J7 — J)(, 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 officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this appOcation. SIGNATURE OF 0 WNER Owner/ -Applicant: Name .53(" cjmt,,,�- :&� Street Address � -J 7 City State Zip Telephone: -?n(, - oo-( Email address (optional): DATE Applicant Representative: Cu rJ I.Sc Cd Name 1-7�,t f L-j, A-t, &, Street Address City State Zip Telephone: -,0 6 - Z Z 6-0-?g Email Address (optional): Critical Areas Checklist.doc/3.19.2001 0 LANNIN ,LG-DA,TA (�e5wenTffr=111 Q��rojects STREETF=ILE Name: C11-evin (10IHOLLAIO�Ilelr Date: 0 SiteAddress: �,03 Wai VILA+ (�p-tYfff- Plan Check #: BLD-200b- 13 a &J Project Description: NEW ' .2..-LAVIN- dLAPit'i (bon"S,) Use(s) Proposed: e-,.% Allowed Use: ("S NO) CUP File Number: To Allow What Uses: Legal Nonconforming Land Use Determination Issued: (YES Reduced Site Plan Provided: (y ,!JSNO) Zoning: F- M -I - G Map Page: Comp Plan Designation: VJ Corner Lot: (YES Flag Lot: (YES / VO A/ ADB File Number (date waived): /A-- Lot Area: L�'3r915 10 01 ON st-, Plans Match ADB Approved: (YES / NO) t4 JA Shoreline Required: (YES w k \r Critical Areas Determination #: Ar (rp % 0( Z, EI Study Required - WOO Waiver + i SEPA -Determination: v Exempt i IF (V C, Y'd eg r a El *Needed (for sites with 500 cubic yards of grading or within 200feetof Puget S ndorLake 4 t r Ballinger. Requires: (1) Fee, (2) Envir nmental Checklist, and (3) APO List wit notarized form). Re Setbacks Street Side: — S Sid .. e: I W 10 R r: ActualSetbacks Street: Side: Side: Rear: Lot Coveeage/ Required: Lot Coverage/F)4 Provided: Lot Coverage/F,* Calculations. MDf-[f00+-PV1VJ+ Buildin Height Datum Point: M J+ (WA V1 LA_�) Datum Elevation: 15 r5 Maximum Height: Actual Height: Subdivision: Lot Aggregation Required: Landscaping Landscaping Matches AD13 Approved: A -- Landscaping Bid Provided: (YES / NO) Bond Amount (100% Bid): fe- ideng Plan Review By: 9-e;W ed� 0 PLANN ING DATA 0, New Commercial / Multi -Family Projects I STREET=F _ 7ILE Commercial EaLk�in A nalysis Parkihg Tinant Required Business Name Type/Use Ratio Area Parking Total Parking Required. - Total Parking Pro vided.- Multi-Family ParkbW Anal is # Bedrooms per Dwelling Unit 4 Parking Ratio # Units Required Parking Studio 1. 2/13. U. I Bedroom 1.5/D.U. 2 Bedrooms 1.8/D.U. 3 + bedrootns 2.0/D.U. Total Parking Required.- + WV, \1 W Vi Total Parking Provided,-. 't �J C-2 P 0 tsp T4 -e, (a r POt OLA4',�?fa-2- -�O t)A-C A_,OV/r� Other C, P 10 a e- i I-D4. YC) 4 30' 4�A Kd �f rq— Plan Review By: gr�w aa� STANDARD w OWNER: IL S6 I - -7 U) L0 w V 0 0 M 0 Lo LD LD EN LD CD CD C*4 Ln 0 DETENTION S YSTEM- WORKSHEET (500 0 SF OR LESS) ADDRESS: ;501 ;wAua WT CALC. BY: Yk L2#f//S 21 a: 7q EV PHONE: =U" -OL AMC- DATE: IMPERVIOUS SUFACE AREA PIPE DIA. ,,a, PIPE LENGTH ORIFICE FOOTING DRAINS SHALL NOT RIM ELEV. DETENTION PIPE LENGTH FINISF)fED q'M E DETENMN PIPE LENOW ffD GRADE MUM 11MI NAUM 0Z% To 1.8%, SLOPE UPPER CATCH BASIN ELEV.-� BE CONNECTED TO DETENTION SYSTEm OCKING LID (TYP.� IM EI-IiM rG" MIn. dwerance -Measuradfrorntmnof t Mal" Con c. bDx or Hear. To CITY CONVEYA14CE 4NV. INV. ELEV. FtEv. CONTROL COUTROLOS, a. fIN :i�RIFICE 5;/13"PS 2'X2'Xl2* DEEP CONTROL CATCH EIASN� SUMP (4'-S' QUARRY SPALL6 OR EQUAL) FROM OONTROL�6--, IN' �'r C0V--R SHALL BE PERPENDICULAR TO r3PREADER TRENCH- PERF. PIPE SHALL BE LEVEL & CAPPED AT ENDS RIPRAP OUTLET 1 CONTROL CB TRENCH SKALLBE UN ED NTH WRAFf &ON TOP VMH 50 DRAIN ROCK SPREADER TRENG14 L;I-FY 5TORM CONVEYANCE SYSTEM 8PREADERTRENCH SHALL BE ANN. OF VY LONG AND PERPENDI]CULAR TO CONTROL CEI, 09701"1 27 BUILDINO -DEp CITY oF m NOTES 1. CALL ENGINEERING DIVISION (-771-022DEj<7.1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. -APPROVED BY 2. -ResponsiNlity for operatfon and maintenance of drainage systems on private property is the responslUlfty of the property The outlet control orifice must be kept. open at a] I times. owner. Material accumulated In the storage pipe must be flushed out and removed frarn catch basins to allow proper operation. 14-7 PA TE a ThAb Ct*tw n; FAmnnrle Side Sewer Drawing EASEMENT NO - --------------------- ------- -------------- lol-o4200 NEW CONSTRUCTION REPAIRS F1 LID NO - ------------------ - ASMT. NO - -------- OWNER ........ ROBERT SAMMONS - ------------------------------------------------------------------------------------ CONTRACTOR ............ - ---------------------------------------------------------------------- PERMIT NO - -------------------- JOB ADDRESS ---- ------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . ...................... _ ................................................................ ..................... NAME OF ADDITION --- ...................... ....... ........ co rn M q rn DYE TESTED ON SEWER Approved: PWW-OWl-1 1175 (REVA 1/78) DATIE ....................................... ---- BY --------------------------------------------------------- — 04 AO DEPARTMENT OF BUILDINGS PER INTERNATIONAL RESIDENTIAL CODE SECTION R110 AT: 303 Walnut Street Occupancy established by this certificate: R3 No. Stories:- 3 Basement: N/A Building Permit #: 2006-1384 Dwelling Units: 2 Type of Construction: VB M Owner of building: Walnut Street Duplex (Condominium) The Duplex at 303 Walnut Street —has bee ' n inspected and approved complying with the requirements of the 2003 edition of the International Residential Code as adopted by the City for -the group and division of occupancy and the use for which the proposed occupancy is classified. Issued this 7 th day of July, 2009 Chief Building Official By: Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. STREff Fil't CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED Permk Number: ENG20070379 Job Address: 303 WALNUT ST, EDMONDS PROPLKINOWNLIt CONTRACTOR GALLAUGHER SCL ENTERPRISES 303 WALNUT STREET 17921 LINDEN AVE N EDMONDS, WA 98020 SHORELINE, WA 98133 206-226-6673 LICENSE #: SCLENL*00 I K4 EXP: 5/22/2008 ENG20070379 DESCRIPTION OF WORK: 3/4 water meter for one duplex unit. Meter location on Walnut in landscape strip. Services were tapped off main With City water main project. METER SUE: 5/8 " + 3/4 " I N NEW SERVICE FROM CITY MAIN TO PROPERTY LINE N ASPHALT/CONCRETECUT N FINA L PATCH BY CONTRA CTOR OWNERNAME: BILLING ADDRESS: INSTALLATION FEE: $550.00 CONNECTION FEE: $908.00 STREET CUT DEPOSIT: $0.00 N SFR IRRIGATION FRI A PARTM ENT / CONDO - UNITS: Y DUPLEX FIRE CONNECTION I N I MIXED US&COMMERCIAL FLOORS • TRIPLEX N OTHER-- • COMBO FIRE/DOMESTIC BACKFLOW ASSEMBLY REQUIRED METERNUMBER-- STYLE: M ETER REA DINGr. MANUFACTURER!S #: METER LOCATION: SERVICE MATERIAL: DATE OF WORK: REMARKS: U/B A CCOUNT: READ AFTER ADDRESS: RESIDENTIAL UNITS: 0 PROJECT NUMBER: LOCATE REQUEST #: DATECAIJ ; AND REGISTER PRESSURE: 0 GPM: 0 WORK BY: ***ATTACH DRAWING WHEN NECESSARY*** ROUTE: WATER SUPPLIER: ISSUED TYPEOFREPAIR Asphaft Roadway/Walkway FN7 Concrete Sidewalk r-N I Concrete Curb AREA REPARM (0 Ft X 0 Ft ) = 0 Sq. Yds (0 Ft X 0 Ft ) = 0 Sq. Yds (OFt X OFt)=OSq.Yds (0 Ft X 0 Ft ) = 0 Sq. Yds (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds 0 Lineal Ft 0 Lineal Ft 0 Lineal Ft ENG20070379 REPAIR COST $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Repair Costs: $0.00 Less Street Cut Deposit: $0.00 Invoice/Refund: $0.00 0 0 "77 777 7;! r CITY OVEDNI"NDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED Permh Number: ENG20070377 ENG20070377 Job Address: 303 WALNUT ST, EDMONDS PROPIRINONVNER CONTRkCTOR GALLAUGHER SCL ENTERPRISES 303 WALNUT STREET 17921 LINDEN AVE N EDMONDS, WA 98020 SHORELINE, WA 98133 206-226-6673 LICENSE #: SCLENL* 00 1 K4 EXP: 5/22/2008 DESCRIPTION OF WORK: 3/4 water meter for irrigation. Meter location on Walnut in landscape strip. Services were tapped off main with City water main project. METER SUE: 5/8" + 3/4" 1 • NEW SERVICE FROM CITY MAIN TO PROPERTY LINE INSTALLATION FEE: $550.00 • ASPHALT/CONCRIETECUT CONNECTION FEE: $908.00 • FINAL PATCH BY CONTRACTOR STREET CUT DEPOSIT: $0.00 OVINERNAME: BILLINGADDRESS: • SFR IRRIGATION F7N APARTMENT / CONDO - UNITS: 0 • DUPLEX FIRE CONNECTION F-N-1 MIXED USE -COMMERCIAL FLOORS: 0 • TRIPLEX 20THER- RESIDENTIAL UNITS: 0 • COMBO FIRFIDOMESTIC BACKFLOW ASSEMBLY REQUIRED PUBLICNVOIII�S INSTA LL VFION-t,-I'ILn'YB ILLING LOCKED I N I UNLOCKED PROJ NUMBW- METERNUMBER. LOCATE REQUEST #: STYLE: DATECAII METER READING. AND MANUFACTURER!S #: REGISTER METERLOCATION: SERVICE MATERIAL: PRESSURE: 0 GPM: 0 DATE OF WORK: WORK BY: REMARKS: ***ATTACH DRAWING WHEN NECESSARY*** UB ACCOUNT: ROUTE: READ AFTER ADDRESS: WATER SUPPLIER. # - 1. 0 0 ISSUED TYPEOFREPAIR F 7N Asphalt Roadway/Walkway FN--] concrete Sidewalk = Concrete Curb ENG20070377 AREA REPAHUD REPAtR COST (OFt X OFt)=OSq.Yds $0.00 (OFt X OFt)=OSq.Yds $0.00 (OFt X OFt)=OSq.Yds $0.00 (OFt X OFt)=OSq.Yds $0.00 (OFt X OFt)=OSq.Yds $0.00 (0 Ft X 0 Ft = 0 Sq. Yds $0.00 0 Lineal Ft $0.00 0 Lineal Ft $0.00 0 Lineal Ft $0.00 Total Repair Costs: $0.00 Less Street Cut Depos it: $0.00 Invoice/Refund: $0.00 Ov EDAI -k CITY OF EDSMN 121 5TH AVENUE NORTH - EDMONDSMA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 I j;C0 STATUS: ISSUED ENG20070378 Permk Number: ENG20070378 Job Address: 303 WALNUT ST, EDMONDS PROPEWFYOWNER ('0NTlt%(-TOR GALLAUGHER SCL ENTERPRISES 303 WALNUT STREET 176921 LINDEN AVE N EDMONDS, WA 98020 SHORELINE, WA 98133 206-226-6673 LICENSE #: SCLENL#00 I K4 EXP: 5/22/2008 DESCRIPTION OF WORK: 3/4 water meter for one duplex unit. Meter location on Walnut in landscape strip. Services were tapped off main With City water main project. NIETER SUE: 5/8 " + 3/4 " N NEW SERVICE FROM CITY MAIN TO PROPERTY LINE N ASPHALT/CONCRErECUT N FINAL PATCH BYCONTRACTOR OWNERNAME: BILLINGADDRESS: INSTALLATION FEE: $550.00 CONNECTION FEE: $908.00 STREET CUT DEPOSIT: $0.00 • SFR IRRIGATION FN7 A PA RTMENT / CONDO - UNITS: .0 • DUPLEX FIRE CONNECTION FN-] MIXED US&COMMERCIAL FLOORS: 0 • TRIPLEX MN OTHER. RESIDENTIAL UNITS: 0 • COMBO FIRE/DOMESTIC BACKFLOW ASSEMBLY REQUIRED STYLE: MErERREADING:._ MANUFACTUREI;VS#:- METERUDCATION: SERVICE MATERIAL: DATE OF WORK: REMARKS: PROJECT NUMBER. LOCATE REQUEST #: DATECATI AND REGISTER PRESSURE: 0 GPM: 0 WORK BY: ***ATTACH DRAWfNG WHEN NECESSARY*** U/B A CCOUNT: ROUTE: READ AFTER ADDRESS: WATER SUPPLIER: 0 ISSUED TYPE OF REPAIR F—N-1 Asphaft Roadway/Walkway FN --- 1 Concrete Sidewalk F—N-� Concrete Curb AREA REPAIM (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds (OFt X OFt)=OSq.Yds 0 Lineal Ft 0 Lineal Ft 0 Lineal Ft Total Repair Costs: Less Street Cut Deposit: Invoice/Refund: ENG20070378 REPAIR COST $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 j I..) C. 1 B913 0 GARY HAAKENSON CITY OF EDMONDS MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: www.d.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering September 11, 2007 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Please be advised that the attached addresses have been added to the Edmonds address system: Existing addresses of 301 Walnut St (original structure demolished) has been changed to 303 Walnut St (New Duplex under construction). Occupancy: R3 Tax ID Number: 27032300411000 Plat File/Design/Permit File: BLD2006-1384- Lot #'s N/A If you have any questions regarding this letter, please contact me at 425-771-0220 or Umbaugh@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. lRoesful p ctlu'ly, T eresMaUmbaugb Permit Coordinator Edmonds Building Department L\Temp\DS1"s\M aster Letters\New Address9/11/2007 Incorporated August 11, 1890 Sister Citv - Hekinan. Janan 0 "7D V'S J10 Ibb �?j J, JO "Ai 70? IFS Y,?.100 10, 7,9 c 14 170 17� Q I;r-O - - �;,/ T -10, 0 7,�, 'V41 % le� 4, 7, 11b -Z� CL. IV07 '?6 110 'T El Ca�ftan d's In VIA 200 Sani - too 11� 145 - 140 12 1 12 Dal IN - DAYTON ST 13 -Alt 12 2 *2 U) m 9 A Old Millto IF 1 110 0 �1- 210 2 209 201 E 03 c ca (0) 8 - U) 221 216 215 0 EL ul tu- no w 210 ISO E > 222 > -0 r 223 > 221 C', , < < #4 or Sq W a) IQ tj Jasper M 225 10 22 2,24 5 C 9 232 -W 170 E W 0 22 2. 30 Stindowner Alder 229 230 Hole 217 303 160 #8 0) 219 -239 - 3z: (-) 0 233 242 306 #6 A 308 SU 314 Viq g1c 315 AlVmfte U) - 250 c 317 0. z 304 318 C- 402 324 Q ) 263 410 260 328 267 420 W. LU _J- Wildlife- . l!i— [is ISIS 154 . ..... 338 2 271 424 .R6fuae: 275 Bank 437 405 L ,A, -Z 404 8 32 414 412 410 408 504 505 404 400 9 420 511 515 424 Edrrionds Park A 'ILI V6 101? 1-10 49 -RIO 0, y 10, 101. -10 FNAAP If 70 1 7'. Iq an, "0 V. 10 Ve N- 4 774 -S 106 CO 10, Q- o 123 El Ca�,tan io Bank 128 180 > 145 122 24 Ell 130 A DAYMN ST 12 203 90 82 Old Mi 110 o 209 209 201 #3 C cis E — 202 0) 221 216 fi) 21S ul 222 lu 180 E > 220 w — 210 > > 221 223 04 or Sq W CD Z t4 Jasper 225 225 4 170 30 E Snd..., Aide 229 232_�, 234 is Here 230 217 M :L— 219 303 160 ei) a 239 233 06 242 306 Sunset 314 Al 315 250 32 z 3N c, 318 317 402 324 263 410 LU 5 405 a) 267 420 Beck's NWIldlife�: ms 272 w > 271 33L Cbu 424 — - - - - - - ROW6 341 5 Bank 32 43 404 2 AL -- NUT s r 403 3 414 412 410 409 420 511 424 n 515 417 Edmonds Park 0 7 405 o C 0 P, SO 0 ZI 0.6Y CD CB Type 1 GE 45.17 1E E 43.47 8" CP 52 12" CP IE NW 53. 1" �PCJ 12 BTM 42.47 0 U) Set Rebar & Cap I LS 30581 (t)p)"/1 65.dO 04 P Asphalt Driveway (R *:§j�0,0"/ E, / A / LWo-oct1-Fenc;-u---r-u-1 �0 1 13.7' 13' House #343 40.2' 21.9 2' 0 Set Rebar & Ta;ck asis LS 30581 (typ) Ct TBM Cf- AR A7 8" CP SD SD 9, - - - - - - - - - - - - - - - J W V 9D 0 -8 8.9, 9 28.5' EMli-. House #301 f ui FF 53.4216 0 C14 2.0� Eaves C14 'I 28.2' Z --------- L4- N 65.00' 0 ncrbte�Wolk` CB Type 1 GE 52.19 IE S 50.94 6" CP BTM 49.39 ch I (n .b\ to ewe -7 2- G. 75' Alf 5f GAfO.3C 305" .417 RECEIV D 6713.76 5"-f A's -remvl Q",-%ST- SEP 1 .9 20.06 . .E1Vr,LANCZ PE-4 714M. 6,v, zef�-. BUILDING DEPT. La MERIDIAN ASSUMED GRAPHIC SCALE W -20 0 10 20 40 W 6mmm 6=" M onsommom . (IN FEET) 1 inch 20 ft. LEGAL DESCRIPTION -;C- C13 Type 1 House #325 /G-E52.59 (111 NE 50.54 8- CP IE E 50.93 8" CP 'E SE 50.84 12" CP IE W 50.59 8- STM 49.99 16' /-av�co k SID -UGP 0 14 -G n Found MIC. 1 3 Asphalt Street 14�1 Brass Disk wl �xi" Down 0.5' r-13 10 C� 0 I 0 10 ss SS---1SS SS A r=SS ---ssl - I-- - - N 89*53000" E (Basis cxf Bearings) G Walnut Street G�G �G Underground G- Gas G -G \ \ \ \ \ \ \\\ Npon- cret-9 'gutter, (Ayp) IE E 35.77 12" CP IE SE 40.27 8" CP IE SE 39.12 8" CP IE S 35.47 18" CP IE W 33.77 18" CP z TFound MIC Brass Disk wl 'X' Down 0.7' RECORDINO CERTIFICATE Filed for record this -day of 20--at ----.M in Volume -of Surveys on Page_, Records of SNOHOMISH County, Washington at the request of BRENT EBLE Auditor Deputy Auditor G THAT POR11ON OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE L SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER ON THE CENTERLINE OF 3RD STREET; THENCE NORTH ON SAID CENTERLINE, 170 FEET; THENCE EAST 30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING EAST 130 FEET; THENCE NORTH 67.4 FEET; THENCE WEST 130 FEET; THENCE SOUTH 67.4 FEET TO. THE. POINT OF BEGINNING; EXCEPT THE WEST 65 FEET THEREOF; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. TREE DESCRIPTIONS ue Sortlbe�-'(Piceo punge SURVEY NOTES Found Surface Mon 2 3/4" Bross Disk wl 'X', 0.3' below ACP 33� IE W 39.18 12" IE N 39.28 12" IE S 41.93 12" I SURVEYOWS CERTIFICATE This map represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of SCL ENTERPRISES in JUNE 2006. C c ertifficate umber 30581 INSTRUMENT USED: SOKKIA SET 5 EDM METHOD USED: FIELD TRAVERSE APPROXIMATE POINT ACCURACY: ±0.05 SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC 332-130-090. MONUMENTS SHOWN HEREON WERE VISITED ON JUNE 9, '2006. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND' . CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT* ARE SHOWN. VERTICAL DATUM - NAVD 88 CONTOUR INTERVAL 2 FEET BENCH MARK: POINT NAME: V-297 "Brass Disk in Conc-Station mark is' a BM disk at Edmonds, along 5th St between Main & Bell streets. Set vertically in W conc wall of the Edmonds Museam, 0.5' N of the SW car of the bldg. 48' E of the C/L of 5th S t & about 2' higher than the ground." Elev: 69.840. SURVEY IN THE: S.E. 1/4, S.E. 1/4 SEC. 23 TWP. 27N., RGE. 3E., W.M. MIW. RECORWOFSURVEY HMM SCL. Enterprises CHECKED: SHEET BLE 301 Walnut Street OF Edmonds, WA 98020 PROJECT; 06240 1 EMERALD LAND SURVEYINOw- INC. DATE: PO BOX 13694 MILL CREEK, WA 980.82 PH. (425) 359-7198 .6/15/06 k n LO (0 0 0 0 Z Z 0 _J .U) C CL Ld _J 0 W 1_� W C Ld D Z Ld I LL Q SEWER NOTES: i. Prior to backfillhig, all construction Inust be inspected and approved by the Engineering Inspector. Call the Engineering inspection line 24 hours in advance at 425-771-0220, extension 1326 to schedule an inspection. Side Sewer inspections are performed between the hours of 8:30 a.m. and 3:30 p.m., Monday through Friday. 2. Side sewer installations shall be complete and ready for inspection at the time of the scheduled inspection. If the work is not ready when inspected, a re -inspection fee will be assessed and must be paid befor6 a re -inspection is scheduled. 3. A water or air test is required on the sewer line. Side sewers *shall be tested for visible leakage b0fore backfllling by inserting a removable test plug at the lower end of the line and filling the line with water to five feet above ground level at the highest point of the sewer line. Prior to the scheduled test time, the test shall be on and ready at the time of inspection. Air testing may be substituted and shall be done at 4 PSI, as prescribed in APWA Standards (bleed off valves and gauges must be set up above ground for safety reasons). 4. If the work or materials are not in accordance with the provisions of the Code and adopted City Standards, the inspector shall notify the contractor/owner by posting a written correction notice at the site. A copy of such notice shall be kept on file at the City. If such deficiencies are not corrected within the time specified on the correction notice and if, iti the opinion of the inspector, the work is deftimental to the public sewer system, the City Engineer may order said deficiencies to be corrected. The actual cost of such correction shall be chargeable to.the contractor/owner in the same marifier as the City's service charge and shall place a lien upon the property serviced by the side sewer. GENERAL SIDE SEWER NOTES: • Prior. to --gn _g R_--of-w4y or -adjacent to a Publ c y. excavation in the p b-fic-ri ht place, call DIAL -A -DIG at 1400-424-5555. Allow forty-ei hours notice to locate utilities. • If available on file, information pertaining to sewer connections, stub location, depth and main location can be obtained from the Engineering Division at City Hall. • Outside drains, footing drains and/or downspouts shall not be conriected,to -the side sewer system. a� ar 6. A 6 inch cleariout with locking cast iron larriphole cover, per City st nd ds, shall be installed at final grade at the property line and when located in asphalt or concrete surfaces. • A cleanout shall be provided for each change of 90 degrees of grade or alignment, unless two 45 degree fittings are used, in which case fittings must be separated by a minimum of three feet of pipe. • In no case shall the distance between cleanouts exceed one hundred feet. A cleanout shall be placed at each stack of house plumbing to provide access if the line ever requires cleaning. All cleanouts shall be extended to within one foot of ground level. Cleariont -covers must be set flush (extended to finished grade) with all concrete or asphalt driveways, walkways and access roads. .0 All installations requiring sewer grinder pumps or ejector systems must.have design approval by the City Engineer prior to construction and must, be. included with the side sewer application. See separate informational handouts. Approved backflow devices are required if the elevation of the plumbing is below the elevation of the upstream manhole, and must be tested prior to final inspectiom. o Plumbing changes required by the side sewer construction, such as reversing the plumbing under the building, require a separate Plumbing Permit. COhtadt a Permit Coordinator at 425-771-0220, for more information. 0 Side sewer permits issued with building permits will expire with the mainbuilding per�xdt. All other permits (i.e,., repairs, replacements) expire 60 days from the date of issuance. 301 WALNUT S11 Vk LEGAL DESCRIPTION: (PROVIDED BY OTHERS) VICINITY MAP NOT TO SCALE THAT PORTION OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER ON THE CENTERLINE OF 3RD STREET; THENCE NORTH ON SAID CENTERLINE, 170 FEET; THENCE EAST 30 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING EAST 130, FEET; THENCE NORTH 67.4 FEET; THENCE WEST 130 FEET; THENCE SOUTH 67.4 FEET TO THE POINT OF BEGINNING; EXCEPT THE WEST 65 FEET THEREOF; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. S.E. -1/4, S.E. 1/4 SEC. 23 TWP. 27N., RGE. 3E., W.M. SURVEY NOTES & DATUM: (PROVIDED BY OTHERS) MONUMENTS SHOWN HEREON WERE VISITED ON JUNE 9, 2006. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. VERTICAL DATUM — NAVID 88 CONTOUR INTERVAL — 2 FEET BENCH MARK: POINT NAME: V-297 "Brass Disk in Conc—Station mark is a BM disk at Edmonds, along 5th St between Main & Bell streets. Set vertically in W conc wall of the Edmonds Museam, 0.5' N of the SW car of the bldg. 48' E of the C/L of 5th St & about 2' higher than the ground." Elev: 69.840. PROJECT INFORMATION: OWNER /APPLICANT: SHAUN LEISER SCL ENTERPRISES LLC 17921 LINDEN AVENUE N. SHORELINE, WA 98133 PH: 206-229-6038 ENGINEER: . ERIK DAVIDO, P.E. DAVIDO CONSULTING GROUP, INC. 15029.BOTHELL WAY N.E. SUITE 600 LAKE FOREST PARK, WA. 98155 PH: 206-523-0024 FAX: 206-523-1012 SURVEYOR: BRENT EBLE, P.L.S. EMERALD LAND SURVEYING, INC. P.O. BOX 13694 MILL CREEK, WA 98082 PH: 425-359-7198 SHEET INDEX: C01 — COVER SHEET CO2 — SITE, GRADING & TESC PLAN CO3 — DRAINAGE PLAN C04 — UTILITY PLAN C05 — DETAILS ABBREVIATIONS: CB CATCH BASIN ESC EROSION & SEDIMENTATION CONTROL FF FILTER FENCE FG FINISH GRADE FGTOER = FINISH GRADE AT TOE OF ROCKERY FGTOPR = FINISH GRADE AT TOP OF ROCKERY SD = STORM DRAIN SDFM = STORM DRAIN FORCE MAIN SS = SANITARY SEWER SSCO = SANITARY SEWER CLEANOUT SSMH = SANITARY SEWER MANHOLE SSS = SANITARY SIDE SEWER TOC = TOP OF CURB TOP = TOP OF PAVEMENT TYP = TYPICAL W = WATER WM = WATER METER SEWER NOTES CONTINUED: - In the event that the sewer main is broken while tapping, that section will be replaced at the contractor's expense and shall be inspected by the Engineering Inspector prior to backfilling. o A toll -in Wye is required when connecting to six-inch diameter lateral lines. 0 When connecting to clay pipe, the contractor shall remove a section of pipe, install a PVC tee with extensions and connect PVC to clay using Romac couplings. e A manhole is required when connecting lines 8 inches or greater in size to sewer mains or at bonds. TRENCHING, BEDDING & BACKFILL 0 The contractor shall insure proper compaction around an pipe and connections, It is the contractor's responsibility to obtain and follow City of Edmonds standard specifications and requirements prior to construction. a Side sewers shall not be installed at less than 2% nor greater than 100% grade Without prior written approval by the City Engineer. a Side sewers shall not be installed closer than 24 inches from a building at any point. Cleanouts shall be installed on each plumbing line exiting the building (within 2 feet of the building). 0 All p" e shall be laid with a minimum of 24" cover. At point in which sewer enters ip building, if 24". cover cannot be maintained and pipe is in driveable surface, pipe material shall be constructed of ductile iron or schedule 80 PVC or equivalent. a All pipe shall be laid on firm earth and bedded with granular sand per City standards. Bedding in all other soils must be approved by the City Engineer. All trenches shall be free of water at the time of inspection. * All trenches deeper than four feet must either be shored or daylighted in accordance with all Washington State Safety Regulations. The City of Edmonds will not inspect a side sewer or main line installation until this'condition is met. The contractor and/or ownei is also liable for shoring and conditions around a resident's property and any damages that may occur in the installation of a side sewer associated with that property. o Water services must be separated from. side sewers a minimum of ten feet horizontally and 18" vertically. When it is necessary to --ross a side sewer over a water line, provide a twenty foot long sleeve around the sewer service, centering the sleeve on the side sewer. 9 Boring will be allowed only when open cut trenching is not feasible due to . depth and location. Glued joints are allowed only In boring situations. WATER NOTES: 1. The water service pipe line shall be bedded on a firm, undisturbed base that is smoothly graded and free of large materials. If materials for backfill are larger thanY2" diameter rock, a proper sandy soil shall be on site to backfill to 2 inches above the water pipe at time of inspection. If soil is disturbed, it shall be compacted to provide a stable base. 2. The pipe depth shall be a minimum of 18 inches from finished grade to top of service pipe and an 18 inch depth at the meter box. 3. When polyethylene pipe or other non traoeable pipe is used, it must be buried with 1 .2-gauge solid core tracer wire with vinyl coating. 'flie run must be continuous, grounded at the meter and house and taped every 10 feet to the water pipe. 4. Polyethylene Pipe connections at the meter must be made with brass compression fittings. In addition, brass fittings shall be used to connect sections of pipe together. All connections shall be double -clamped with stainless steel clamps and shall be secured in opposite directions 5. Proper pipe connection fittings to the water meter, for all other material shall be approyed by the City prior to connection 5. Piping shall be flushed out and under pressure with no leaks at the time of inspection. 6. The water service line shall not be buried with the sanitary sewer or drainage pipe. a) Minimum horizontal separation between sewer and water shall be 10 feet. b) Minimum vertical separation between sewer and water shall be 18 inches. When the minimum 10 foot separation Is not possible, due to lack of space, the waterline shall be placed on a solid shelf excavated at one side of the common trench line 18" above the top of the sewerline and at least 18" from edge of waterline to edge of sewer line (see figure 1 below). If the waterline must cross the sewer, it must be at least 18" above the top of the sewer pipe at all points. Water service line and all connections shall be inspected prior the backfill and the preceding criteria must be met, or inspection will not be performed. Call the Engineering Inspection line at 425-771-0220, Ext. 1326, 24 hours in advance to schedule the required inspection. You may state your preference for morning or aftemoon. Approved permit and/or job card must be on site at time of inspection. f- f tJ 4N E E [-I I N G 0 0 V) C14 Z W Z 0 0 < of W L.LJ M a� n- LLJ U) 1:m_ Ld L.Li LLJ ry 0:� 0 0 W I C) 0 6 Z �D Z 0 > 0 U U 0 0 U FEXPIRES 7/18/ C>-? 5�_ U-) LO WLO W L0 01 LA_ , Ld N M 1"t V)6 �0 00 01 04 _J _J 0 C14 Os 00 aN 0 C1 C) <D 00 03 Ct CN 44 C14 C,4 tn C) C-4 C) ro V) I LLJ V-) _J 5 0 :7 ,.,00 V) X_ cy) LIJ (D :2 F- Ld Lij V) > < F__ < C) :D Lu LJJ r Z Ui LLJ Z _J < V) W X W C) Z �-- Z — Z_ I 3;: F_ UJ > L.13 I t1i ry D 07' 0 r) _J C) 0) _r U) V) < o W Z 3: Ld 0 0 W 1 PROJECT MANAGER: ED DESIGNED BY: NMD DRAWN BY. NMD CHECKED BY: ED SCALE: SCALE AS SHOWN .DATE: REV. SHEET 1 05/15/2007 OF 5 SHEET NUMeER C01 5�D zoo 12A (-/u -?63 W AT �(ku_, RE, ua f`14 .17 20� 4 J1 M - M E r., I 10 0 10 20 6mmi SCALE IN FEET GRADING QUANTITIES: TOTAL SITE CUT: 156 CY TOTAL SITE FILLL 0 CY TOTAL NET CUT: 156 CY GENERAL NOTES: 1. EXISTING SECTIONS OF CURB, GUTTER & SIDEWALK TO BE REMOVED & REPLACED AS REQUIRED BY CITY INSPECTOR. 2. ALL LANDSCAPING ADJACENT TO ALLEY SHALL BE LIMITED TO 3' IN MATURE HEIGHT. 0) Hf wm .. ......... 71 BOTTOM OF LOWEST FOOTING ELEVATION 48.50' EXISTING CONT (TYP) IS11 AT H EXISTING GRADE MATCH EXISTING GRADE- OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DAMAGE MATCH EXISTING GRADE X-C 'X- X- X X_ X_ X_ X_ FG 50.10' F ' X_ X_ FILTER FABRIC SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL C) 2' X 2' WOOD OR EQUIVALENT 0i -111-1 1 1'rTW7,_I I I- 8'- 12' %,D PLACE 3/4'-1.5' WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE. i m — FFI M F CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL. sA ASPHALT CLASS B ftVL" 16-13e WV006b SD so IF o DRN (C S MIN. A-cJP rs RIM 49.45 .4 �QJO3 4 BOTTOM OFLOWEST 1! 4.07. FG 50.82' FOOTING ELEVATION 48.50 FG 52.06' SSS .---4 sss -__iNE OVERHANG LI !:: 1, "". 6" TRENCH DRAIN ELEV 57.47' -, - ., 0) RIM = 49.45' (A 2 INSTALL TEMPORARY wo BUILDINL, Tt STORM DRAIN INLET �o PROTECTION FF GARAGE: 149.47' i � I __/Y FG 52.06' CONTRACTOR SHALL USE V FG 5 .82' EXISTING DRIVEWAY FOR 4.1. 1 CONSTRUCTION ENTRANCE C3 'X OR INSTALL NEW STABILIZED CONSTRUCTION ENTRANCE MATCH EXISTING GRADE 7_ ----------- r. Q� '07 GE 52.59 ("p T - NNG E 0. 93 .45 RIM 49 FILTER FABRIC SILT FENCE x �C 0 2) z W U" IE SE 50.84. 12" C1, P FG 50.82' w r .x .... 11 5(159 s" < V) RIM 49.90, BOW 50.42' SW 52.17' 1311-1\4 49. 9 9 n LANDSCAPING SHALL (J-1 Typr-:? I K M MATCH EXISTING GRADE SD SD SD SD LIMITED TO 3' EL 7z- IN HEIGHT IE EXTEND EXISTING Conc, ............. ... ..... V�SIDEWALK TO ALLEY SW 52.95' 1�) IF I\IW 1'7 1.-' �1')" ('17�t 8) 7 ......... ...... .. e� I; , .... .......... ... ... . ..... -------- ... . ....... SW 50.32'--*** . ...... 7 --------- - M (D 163"Ilvi el 1". -1-7 BOW 49.70' SIN 52.07' 0 SW 52.85' 0 .............. 04 ()I 1p ----- ----- --- ------ om . ....... ....... ...... -- ----- SW 49.60'- m . ..... ... .... ... .......... -------- ---------- - ---------- - 9 ....... U(3p ---------- - - 0 INSTALL TEMPORARY TOC 49.50 0 PROPOSED rB STORM DRAIN INLET TOP 49.00 MAILBOX PROTECTION ....... ... LOCATION ..... ..... - _. 1 1 -02 ------ w IN Y,4 ... TOC 50.22 �C )vi y/ w w G ....... ... INSTALL TEMPORARY TOP 49.72' Asv)halt Sb �A2 TOC 52.50' \\,rA 2 STORM DRAIN INLET �Cov z INSTALL TEMPORARY FOUIld 101C, 1XI TOP 52.00' �Brass Di-sk vv PROTECTION A2 < Down 0.5 STORM DRAIN INLET �� I " _. I \ �o PROTECTION �C 0 2) (p ----- ------- I ----- -- ............... .. ..... ..... ..... . ..... ....... QC -- -------- S-S z E �Ekjsii- De-cirincis) ry _1�s TOC 51.97"j, TOP 51.47' 5� 0 'CjrOUnd (J I I d rN (.1 S SD _� v �� A�t 65 00' I RIM 49.90' 6" AREA DRAIN 1p". MATCH EXISTING GRADE �2 INSTALL TEMPORARY A2 � INSTALL TEMPORARY r (A I TOC 51.32' TOC 52.56' STORM DRAIN INLET STORM DRAIN INLET FG 52.06' PROTECTION PROTECTION 7 �FG 50.82' XI 1 C C 11' V BOTTOM OF LOWEST FOOTING ELEVATION 48.50' MATCH EXISTING GRADE 0 CD 15"0 DETENTION TANK '1771 z PROPOSED CONTOUR rA 1� INSTALL APPROX. 125 LF 0) G- - - -------- ............... ---------- - ------- ---- ....... - ------- ...... G Q) I G v o 0 V) 60" ssmi-i CL Pirn 4-5.:37 c: U-i IF: E *35.7'7 12" CP 0 1E SE 40.'?."7 8" c,P 8" CP IE S, _.1)!5.47 I(B" CP 11--" w cr� w z w 0 ILL 0 AFTER CONSTRUCTION ENTRANCE IS NO LONGER NEEDED, CONTRACTOR-.. ...... SHALL REMOVE THE EXISTING DRIVEWAY ------ - ----------- -------- --- ........... CURB -CUT AND. REPLACE IT WITH n.. STANDARD CURB, GUTTER AND SIDEWALK PER CITY STANDARD DETAILS E2.13 & E2.8. C�j TESC PLAN EXISTING CONT (TYP) SCALE AS SHOWN _5 _5 8. J G, . ..... - 60" SSMI-I . ...... R)irn 53,4)3 IE W 39.18 12" I[- N 39.28, -12" I F S, 41. 9 3 12" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE, I ff-_= WIRE MESH SUPPORT FEN�E TO SUPPORT FILTER FA��IC. ... TT-= =M;�j�'fj U=M=rr' T - - - - - - - - - - - BURY BOTTOM OF FILTER MATERIAL 8' TO 12' 6' MAX, u L 2' X 2' WOOD POSTS OR EQUIVALENT FILTER FABRIC SILT FENCE PER CITY OF EDMONDS STD PLAN E1.1 NOT TO SCALE 7/8' WASHED ROCK FILTER SOC OVER FLOW f-DATC MAXIMUM DRIVEINAY SLOPE ALLOWED 10/9 CATCH BASIN �s PLACE FILTER SOCK BETWEEN FRAME AND GRA TE, PLACE 7/8" WASHED GRAVEL 3-4 INCHES HIGH AROUND CATCH BASIN TO FILTER WATER. STRAW BALES MAY BE USED IN' CERTAIN CIRCUMSTANCES (SEE DETAIL E111) UPON APPROVAL OF CITY ENGINEER OR HIS/HER REPRESENTATIVE. THIS APPLICATION SHALL BE MAINTAINED AT ALL TIMES DURING CONTRUCTION PERIOD. EXI CATCH BASIN INLET PROTECTION PER CITY OF EDMONDS STD PLAN E1.3 �A2 e NOTTO SCALE �cold PROPOSED MAILBOX CITY OF EDMONDS.STD PLAN E8.7 rB NOT TO SCALE �c 0 SUPPORT BUT .12" DIA IRON FED WOODEN POST 'U"il ;'_-1J;I INEERI'i\113 7 0 0 C14 _c z :2 >_ 0 0 Q� (n u < D > Cf ry W UJ M O� cl- uj Li_ V) z 0 Lu 2 > vi Lu 5; ui w Q� 0� 0 w I < 4 0 z u 0 u 0 u FEXPIRES 7/18/ C> 0 0 �_Io to wto MLO o U- w CINI m `1 _j X 0 c; %0 00 ON c>e o 2 c, M 0 cr; 44 cq a% eq kn C> Z < z 0 LIJ Z 0 u '700 o) w > V) LLJ V) < < ip D W Z r1l LLJ Ljj z I - < 0 0 W r) Z z z I Li rill :D 0 Z a < 0) < o w V) w w z 0 0 PROJECT MANAGER: ED DESIGNED BY: NIVID DRAWN BY: NIVID CHECKED BY: ED SCALE: SCALE AS SHOWN DATE: R EV. SHEET 2 05/15/2007 OF 5 SHEET NUMBER CO2 RIGHT-OF-WAY CON'STRUCTION PERMIT AND INSPECTION REQUIRED RES' 0 14",S 17 2007 C'.11J&DING 1_yffiMn MA vi . . . ....... .... ... yl Type 1 (L Cl -115. 1 0 4. 15, 47 �'3 CI Lo I"*.- NW 43.52 1'2" k"I') (D 0 C-37'M .1-2.47 $Z1 IF, 8 c P . ........ . . LjGP 0) V1 w W 0 . ..... z Found Ml('.', 1 '31A." Di%,,I< w/ 'X a [)awrl z my ry cl) _j < G G v 0 Go" SSMF..l cn cf) Q) Rlirn 4!5.37 c w I I IE E 112" _j I E S E Il- 0. 2 7 8" C P (n c) c Q) IL SE �59.12 8" IE S 35.47 18" Cl--' I E W �3. 7 7 '18 CV-:) Ld z w _j 46 LF 6" PVC SID @ 1.00% 5, of 6" AREA DRAIN 65.0 RIM 49.45 6" IE 48 49' CB#1 TYPE 1 ,RIM 49.90' 67 IE (E) 48.03' 15" IE (S) 47.53' so IW OJ4.5% So DRN F 4" DOWN SPOUT TIGHTLINE @ 2.00% M IN. (TYP) sss 7 50 LF 15"0 DETENTION 41 TANK @ 0.50%, MATERIAL 17 Fe PER CITY STANDARDS BUILDIN A: z 4" PVC PERIMETER v FF GARAGEi 9,47' DliiVEWA) FOOTING DRAIN (TYP) 36 LF 6" TRENCH DRAIN RIM 49.45' CB#2 TYPE 1 6" IE 48.95' �1. 11 1 dl W/FLOW CONTROL TEE .. ..... ......... E RIM 49.40' Z. SPOUT I I . > �D 4" 1 E (E) 47.82' TIGHTLINE @ 2.00 rC 6" OVERFLOW 48.78' 4" DOWN % 15" TANK IE (N) 47.28' M I N (TYP) '�\Q�C 0 5) 6 " I E (S) 47.28' NNQ�_' NK -- ------------- ------ ORIFICE ELEVATION 45.28' ORIFICE SIZE: 5 /8't 4" IE 49.00' 8," ('F-I 12 LF 4" PVC 'I F .BOTTOM OF CB 43.28' 5 SD @ 2.00% cp CONNECT 4" FOOTING 47 LF 4" PVC 1[ -')0. 59 8' /1. 9. 9 9 _j SID @ 2.00% DRAIN TO 6" SID 4" IE 48.76' CONTRACTOR SHALL REPLACE so SD so so EXISTING SIDEWALK IN —KIND It: C on �A/ (I I k - --------- ............. .. .... .......... ... V Ul ("tip m - ------------------ ------ 12 LF 6" PVC SID @ 1.00% ----- . ... ....... ';D . ...... --- ............ . .... SI) ---------- ------- -- --- ------ -- .. ........ .......... CB#3 TYPE 1 .. ... ... .. RIM 49.11' ------ - . . . . . I . A yi w _'z �" :.:l % . �%j 6" IE (N) 47.16'- 8" IE (E) 47.16' Sh I: 8'! IE (W) 47.06' Clp S"S - -------- s :. '_ ______________ 4- 8 9'5 �' N 0 " E (B a s I s o f 0 e a r i n a s) U) G' a s G G--- ----- _ ......... . G re C, Conc .(�Jjttqt ........... . ..... ---- - ------- ------- ..... .. .......... ------------- vi I - W G 60" SSMI-I Rin-i 53.48 IE W 39-18 '12" IE N 39.28 '12" Ill- -S 11-1.93 '12" 60. 00' GARAGE CEIL ELEVATION 5 50.00' GARAGE FF 40.00' Ld I _j WALNUT ST. LEGEND: EPERVIOUS IMPERVIOUS LAND COVER CALCS: IMPERVIOUS SURFACE: BLDG 1: 1,920 SQ. FT. DRIVEWAY: 497 SQ. FT. SIDEWALKS: 81 SQ. FT. TOTAL: 2,498 SQ. FT. TOTAL AREA: 4,355 SQ. Fr. TOTAL IMPERVIOUS SURFACE: 2,498 SQ. FT. TOTAL PERVIOUS SURFACE: 1,857 SQ. FT. TOTAL POLLUTION GENERATING IMPERVIOUS SURFACES: 4 9 7 S Q. FT, NOTE: DETENTION AND FLOW CONTROL SIZED USING THE CITY OF EDMONDS STORMWATER MANAGEMENT & EROSION AND SEDIMENTATION CONTROL STANDARD #E72. TABLE 1 — DETENTION PIPE SIZE 2,500 SQ. FT. = 50 LF 15"0 DETENTION TANK TABLE 2 — OUTLET ORIFICE SIZE 2,500 SQ. FT. -_`_ 5/8"0 ORIFICE TABLE 3 — RECTANGULAR CATCH BASIN REQ. <18" = 20" MAX KNOCKOUT — CB TYPE 1 DETENTION TANK CALICS rC 40' 70.00 - - --- ----------- ---- ----- 7.19' VERTItAL CURVE x < 0 :Hl -H :H Lij n N m �l C� 0 _j N _j Lf) ING > .47' ---1 . ........... . f4. -H 4 1 9. 7' 0 c� LLj Lr) _j z 0 _j < ILL < ----------- - ---------- — -Lo z Lli a) _j Of (c) 0:� 30. 00' 40' 30' 20' 10' 30, 20' 10, op 1 70.00' 40. 00' 0 or 30.00' or DRIVEWAY CROSS SECTION cs DRAINAGE PLAN Old SCALE AS SHOWN ',V." CEPTABLE TIGHTLINE MATERIAL Wil 35 BCH 40 N - 12 F810 HANCOR [Y'( on, n-l" 0 0 Z Z 0 0 < D > ry ry W L.Lj M n Ld LL_ V) z 0 Ld 2 > V, Ld > C-) ui Ljj ()� m r) m :2 z 0 w I < C14 a I 0 I u 0 �D q cd z 0 u 0 U 0 0 u 4 FEERES 7/18/ 0? L_j 1 C14 - " CN cf) cf) 00 CN 0 d4 12D 10 A 4) ID C) 00 o Im 0 cl, P-1 cl N tr) CD 1 �16 C) cl n V) C) Lj Z) r) ';7 z z 00 Lli cy) Ld > V) < < _j (L D Ld z LAJ w Lj < Ld C) Z I- z Z 3;: z Ld I Lli W 0 Z < cr _j 0 1 0 0 _r cy) (f) < o w w ) z 0 0 PROJECT MANAGER: ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN DATE: REV. SHEET .3 05/15/2007 OF 5 SHEET NUMBER CO3 hA*i 17 2007 M,Lrti'l�&J00 04FITMENT I 1 ' T E EXISTING SANITARY Sl��WER LATIE L WILL NEED TO,,�V'D BY THE W CITY S BLIC �O DEPARTMENT TO E E XSTING SAN I L W' LL NEED ' Ir "S BL C Wo DETERMIN T ONDITION OF THE EXISTING AND TO GAIN APPROVAL TO R SE I, I F PU 1117 PUBLIC WORKS 5—ETEPMINF'--, THAT THE EXISTING LATERAL CANNOT BE RE -USED THEN THE CONTRACTOR SHALL REPLACE THE EXISTING LINE FROM THE SEWER MAIN TO ?at.k(- WO%V4' M-5 ppMINW LAIWL� AtU, igg.,- ael,'o .40 V-g, fvtoo�j I CONTRACTOR SHALL CA� THE EXISTING WATER SERVICE AT THE MAIN & ABANDON IN PLACE THE EXISTING WATER METER & SERVICE. Y yi IN , V) 1 E 1:7 4 47 Lo 0 07M 42.47 0 C,4 oilp 0HP .... ....... QtW' Ell' c 1`1 0) yl.......... 0 -------------- 0 z Found Ml(, I APPROX. LOCATION �i " v EXISTING M --k .443-ross, Disk ,,Y/ cr_ z < cr_ 0 Cl cy) 0 G .:;v 0 c� 6 ssmH ------ - ------ Rim 4 5.,'5 7 w I E E 3 5. 7 _7 12" CP _j U L' '-,;E 40.�27 d""' (,I P c; SE "_5 I E S 3f,5. d- 7 18 CP I I.]. . I W 3,"), 7 7 1 P w D z w 0 LL _ kIll, 0HP 65.00' 21 LF 1 1/2" PE WATER SERVICE 1 1/2" IRRIGATION STUB It35'(*W BACKFLOW PREVENTOR I—' 5, 0 SD SD -IW O.M.,T4 SD r ----------- L 11 LF 4" PVC SSS @ 2.00% 4" SSS 'STUB 4" IE 47.50' 4" SSS STUB 4" IE 47.50' BUILDIN z Ei 9.47 FF GARAG 0 4 0 z M Ia.. O.H . .... 7 21 LF 1 112" PE WATER SERVICE �q 4" D-OWN SPOUT TIGHTLINE @ 2.00% MIN. (TYP) <1 4" IE 49.00' 1 6" SSSCO (E RIM 51.00' 6" IE 47.28' 6"X4" WYE I jr. j �� I � 'I'll Pat M4 m*w I r) I C' P" Mlr� nr--nUi e SSS @ 2.00% MIN. CONTRACTOR SHALL (' F� ------ POTHOLE & VERIFY I:_ NY LOCATION & DEPTH OF EXISTING SSS. 71'15 LF 4" PVC SSS @ 2.00% MIN. 6" SSSCO W/ 12" LOCKING C.I. LAMPHOLE COVER rE RIM 51.75' �C05 E 6" IE 47.10'± 4 Tm I 9 LF 1 1/2" PE $13 SD IRRIGATION SERVICE J_ _0 t�)SD .. ........ ....... ... .. ... Ai ....... .. .......... .. .... F. I j V G R=;;Z-q NEW 3/4" I'M L . . ....... WATER METER" ------------- �A ... .......... ....... . . ...... ........ .... ...... . .... .... . .. ........ .. .. ...... "ONO L ......... ... A. ee _Ap"L� w4m* 50cluo . —I. j,""" G ONTRACTOR SHALL REPLACE . . . . . ......... 4F;;;A(_L NEW 3/4" EXISTING ROAD IN -KIND . .. ... WATER METER 6 .. . ....... ...... ........ -------- ------- �C 0 5) vi IN w 41 L C' 2" PE LENGTH TBD Z9 1ACL. NEW 3 4 WATER METER C, P ..... ...... . . . .. .. ..... ... -- ---------- of Elenrings) CO�R,R,ACTOR,59ALL TAP INTO THE plcvv WATER MAIN Al- TER I I lb )PII`5IALLtL7-4;5T vibow _WvM -WpW uirn4- 0\ cr) Uriderground G, o �3 - ---------- ------------------- -- - G C.(.)nci*e'.Gu-lA , -t �Jvp)_-. - ---------- ...... ...... ....... -- UTILITY PLAN SCALE AS SHOWN C 13 "ll'ype. I F, Fl '5 0. i I' E-,: 5().9.3 8" CP 5 0. S 4 12 " C' f H I' M A q. Y 9 Ccmc. wolk 3.)8.73' G 60?' Riin 53,48 IE W 39.18 12" IE N 59.28 12" IE S 41,93 12" 0HPI— ol ip __.____ 01-1 W yl WATER & SEWER INSPECTIONS REM. CALL 425-771-0220 EXT. 1320 BY �:, I "At L jm,_:�M M 1. mez., 0 0 V) Z w r- Z 0 0 ry < D > ry ry W LLJ M CL LLI LL_ V) w > V, w > 0 w w ch ry a3 w I �— r-, < 0 I 0 z 0 u 0 U 0 u 4 LLJ z 00 UJI 0) UJI > < rill Ld Lij Uj LD Z I— z Z — LLj _J Ld ry 0 0) r�_ Ir— M 0 06t3 >-C)g <00 0 1 zo c*4 0 La < a d Z r!I cl% "t cl) 0 e4 cl) 0 C) 00 0 C,4 c, C14 0 z M < 0 _j D Lli CL z -j < V) F— F- o w w ) z 3: 0 0 af PROJECT MANAGER. ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN DATE: REV. SHEET 4 05/15/2007 OF 5 SHEET NUMBER C04 f`iAY 17 2067 l$UlL[)lf\IC, E);7.pAF:rrME: LO (0 0 0 rl) I 0 z rK z 0 -i 0 An C CL c uj -i m :2 Z) z W -i LL NOTE: TIGHTLINE AND DETENTION SYSTEM INSPECTION REQUIRED BEFORE BACKFILLING m, af Ui 0 z _j `*'�ROOF GUTTER 0 4' MIN. PVC STORM PIPE 1 10' MIN. �'(TIGHTLINE) 5z W ' CLEARANCE cl- a_ 4' MIN, OUTFLOW PIPE TO APPROVED STORM COLLECTION POINT <REFER TO DWG 51 FOR APPROVED COLLECTION POINTS) CONTROL CATCH BASIN DETENTION PIPE DRAINAGE TIGHTLINE FROM HOUSE CAN CONNECT TO EITHER OR BOTH CATCH BASINS. FINISHED GRADE TO APPROVED q=.5% =T01-0=7-SLOP=E COLLECTION POINT V MINIMUM DETENTION PIPE LENGTH COINTROL CATCH BASIN F (REFER TO: TABLE OF STD RESIDENTIAL DETENTION SYSTEM SIZES FOR PROPER SIZE) CONTROL CB I 0 LL- wo x 0 Wom Lu 0 m z l'— 0 5:2 0 0 Ld 0� M N 0 T E: DEVELOPMENT EXCEEDING 5,00b SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE !HE DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE AREA, ENVIRONMENTAL SENSITIVE AREA, OR A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER, REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS NOT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS. STA NDARD RESIDENTIAL STORM DRAIN SYSTEM D PER CITY OF EDMONDS STD PLAN E5.1 t,,� NOT TO SCALE kro7'1 (FOR FUTURE DEVELOPMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 STAKE AT OR ABOVE FINISHED GRADE. z CASTIRON LOCKING LID LAMPHOLE COVER (EAST JORDAN IRON WORKS CO.) Ld (MODEL #: 00366108) 12- 0 ry n Ld z cr- ow 6" WYE AND 45' BEND - I a- Lo 0 ry 6" LATERAL RUN TO HAVE 6" TEE n SLOPE OF 2% MIN. TO 50% MAX. POSSIBLE SEWER MAIN LOCATION RUBBER JOINT BISCUIT I PLUG OR CONNECTION AT OTHER APPROVED WATERTIGHT PLUG MAIN SHALL BE AT 45* ANGLE OR GREATER N 0 T E: POSSIBLE 1 . WHEN TAPPING INTO EXISTING MAIN SEWER MAIN AN INSERTA—TEE SHALL BE USED. 22.5* OR LOCATION PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. W z RESIDENCE 10 Q� LEANOUT WITH 45* Lc BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEAN OUTS CLEANOUT(WYE WITH CAP AND LOCKING LAMPHOLE COVER) 12'+/- WATER TIGHT CAP RISER 4' OR 6' SIDE SEWER GENERAL CLEANOUT DETAIL 6' RISER ASPHALT SURFACE 12" PVCZ SLEEVE 6" RISER z :2 Of Ld V) 0 0 If —Z 00--l-i 6' WYE AND 45 AND 1/8 BEN] LOCKING LAMPHOLE COVER 12" MIN. 6" CITY STUB 4' OR 6' SIDE SEWER—J CLEAN OUT DETAIL AT PROPERTY LINE PVC SLEEVE PVC CAP TYPICAL CLEANOUT UNDER ASPHALT OR CONCRETE THIN ki) STEEL . C.I. OR D.I.P. 12" LOCKING LAMPHOLE COVER (EAST JORDAN IRON'WORKS CO.) (MODEL #: 00366108) NOTE: SIDE SEWER JOINTS SHALL BE GASKETED SANITARY SEWER CLEANOUT PER CITY OF EDMONDS STID PLAN E6.2 rE NOT TO SCALE �c 0 GROUND/ROADWAY NOTE, ALL FITTINGS SHALL BE BRASS. IF USING 1-112' METER, ALL PARTS SHALL BE 1-112' EXCEPT THE 2' WEDGE GATE VALVE WITH BRASS BUSHINGS, GROUND/ROADWAY W z NOTEi SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES 1) 21 CP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL 2) 21 BRASS CORP. CC X MIPT. 3) 2- 2' 13RASS STREET ELLS FOR SWING JOINT 4) IPS POLY HI-MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING, 5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND WRAP AROUND BRASS AT BOTH ENDS, 6) 2' STAINLESS STEEL STIFFENER AND 2' MIPT X IPS PAC.JOINT 7) BALL VALVE CRON PIPE SIZE) CURB STOP, 8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE, NOTE, (METER 13OXES SHALL NOT BE PLACED IN DRIVEWAY AREAS). 9) 2' BRASS 90* BEND 10) WATER METER- TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01, VERT, IN, VERT, OUT, FLANGED BALL VALVE WITH LOCK WINGS, 12) STACK 2 METER BOXES, MID STATE PLASTIC METER BOXES <MS 17 X 30 X 12), WITH MS 17 X 12 DUCTILE LID WITH READER. PLACE BACKOF BOX AT PROPERTY LINE, 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' RVC CAV, REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE, 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.LPA ULFM APPROVED, FUSE BONDED EPDXY COATEb BODY AND BONNET,WEDGE FULLY ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING NUT. EQUALTO CLOW F-6103, 18) 2-PIECE VALVE BOX, TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION, LENGTH TO FIT. TYPICAL SEWER LATERAL 1 1/2" TO 2" WATER SERVICE PER CITY OF EDMONDS STD PLAN E6.4 KT� PER CITY OF EDMONDS STID PLAN E7.6.1 G NOT TO SCALE �C 0 4) NOT TO SCALE \"c 0 t"i i� I'! i -;' V r: 0 0 0 Z LLI r- z 0 0 ry c) < > W LLJ M [if 0_ LLI LL- 0 z 0 Ld 0 > uj u Ld Ld cr W L -j - 1 2: W < c' 0 1 0 z 0 �D Cu z 0 u > 0 U o 0 u 4 1EXPIRES 7/18/0-'? x 0 Lu >-LO% LO LAJ Lr) cn moz 0 0 1 r- LL- It LLJ C14 (no >-og < 00 min cq C% ON 0 mm C> 0 tf) 00 cd 2' 1> 0 C� M 0 en 44 C14 C) kn C) (14 Q z ro lv� Llj D r") Z z 00 V) LLJ Cr) V) 0 Lli (/-) > < ry < m Z) LLJ z Lij Lij W r-) Z < F- 3;: Ld F- z z— UJI Ljj -J cr **, 0 o Z 1 c) -r (f) cy) V) < 0 W W) z 3: 0 0 0� a - PROJECT MANAGER. ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN DATE: IREV. SHEET 5 05/15/2007 OF 5 1, "t 2 t,,'i,`,Y 17 2007 OF