The URL can be used to link to this page

540 DAYTON ST.PDFIIIIIIIIIIIIII 10822 540 DAYTON ST TAX ACCOUNT/PARCEL NUMBER: o og'44-irxr) 2-m-bO BUILDING PERMIT (NEW STRUCTURE): — COVENANTS (RECORDED) FORIe't CRITICAL AREAS:" DETERMINATION: E] Conditional Waiver E] Study Required Waiver DISCRETIONARY PERMIT #'S: lq-14� DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: q 12-1 SEWER LID FEE $: LID #: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: 1012-51q A LOT: BLOCK: SIDE SEWER PERMIT(S) #: t M(Jo GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: I 1*q�r OTHER: V [(J. LATEMP\DSrs\Fomis\Street File Checklist.doc I . D istrict, �ck � I VL I OL City of Edmonds -',--,.Water. Department 'TAP CARD Reading- Date No Nois Meter Tap ISize I Size Mfgrs. No Sty'le'' Purchaser- Serv. Add. 02 Lot No. Blk. No. Add. Residential: Other: Meter, Location 4vQ,T Service,,,Material: Pressur le Ibs. Test 0/0 D g 0 lorernan �uar. �V"6�6e?fo- _W P r 6)". N 6. - Remarks -ft b ROUTING SLIP 3ERVICE INSTALLAtION ------------------------------- �L' O� -I:OCATl�-hRE�Q�UE�S�T?�N�U�Mf]BE�R-3-�S-0��7-�O�9�4-�9�� rDATE CALLED: 2-"S-95 -IS-95 3.3 2 .FO.REMAN/CREW... FUTURE SE7RVICE: 7.YES O� C BPRE- COMMENTS CUT: DRAWM LcjCK- DATE: 2'— 2. -CILOIO—CK� INITIAL: ACCOUNT: METER SHOP ROUTE/SEQUtNCE 01%6;2o' S.UPPLIEL. TREATMENT PLANT' ACCO PRE /S UT Q' 0 S UPPLIER. 6 M REAT ENT FOREMAN 'o B B ,E n:i�, . T FOk�MAN-, [INITIAL V, DATE: eo�oo TAPCARD I MFTFR.ql4FPT I -Apr.)J,ii-A'rlrV CITY OF EDMO NDS CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAME OF BUSINESS JAMES R. IRWIN ='MAILING ADDRESS 8000 212th S.W. 0 w Z CITY ZIP TELEPHONE NUMBER EDMONDS 90026 —8041 771 NAME JAMES R. IRWIN ADDRESS 8000 212th S.W. CITY ZIP TELEPHONE NUMBER EDMONDS 98026 771-8041 NAME JAMES R. IRWIN 8000 212th S.W. CITY ZIP TELEPHONE NUMBER EDMONDS 98026 771-8041 STATE LICENSE NUMBER EXPIRATION DATF DES IGCA101KWW0 C11-11-Or .u9m UV5w.V,.V" V, VFy - .. ... . . ....... t. . LOTS 14 & 15, BLOCK 121 CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON Property Tax Account A 34 2121014 00 Q.1 N. 'RES'I'DENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL REMODEL APT. BLDG. El SIGN FENCE REPAIR CYOS I x _FT) DEMOLISH W OODSTOVE INSERT SWIM POOL HOT TUB/SPA GARAGE elt"reff RETAINING WALL/. ROCKERY RENEWAL 101 NUMBER NUMBER OF 4 I CRITICAL OF AREAS 3 .... 94-36 PERMIT NUMBER .940695 .EGAL DESCRIPTION CHECK SUBDIVISIO NO. LID NO 05(Z 2-1 PUBLIC RIGMF WAY PER OFFICIAL STAE$MAp. TESCP Ap"Imed . P.I., A 0 EXISTING FtEOU;D DEDICATION — Street USS =iit"Req'd X13. PROPOSE P Inspntion ReQ019d 5-0-1. Req.ired METER SIZE I LINE SIZE I NO. OF FIXTURES I PRV RFOUIRFD I I . I' YEANO 0 M REMARKS R K, S ' . W 04 ulzm fe4v, 4� rO'— '1716WLI AJO Rnr-mopi 5,fs w5pemog -I' I' r N G IN E R IN M F M ENGINEERING MEMO DATED REVIEWE BY (01(q (114- - r - T I I F M RE MEMO DATED 'EVIEWED BY .02 to A0 1?y BIG SIGN AREA SEPA REv[110A-4J ADS NO. ALLOWED PROPOSED LETE E EMPT X I 4 7 4-clo vA.,ANC, . C. BY.,,- T Tg�tREVIEW S6T"CKS — FEE MT I LOT CON2:2 6' '-FFION"J��:'Isloqlo REAR 7�5 /0. REMARKS F SPECIAL INSPECTOR AREA M .16 P,(I OCCUPANT REQUIRED ID 17 :70 AYES, PRO,GRESIS INSPECTIONS PER UBC 305 FINAL PLAN CHECK FEE HEAT SOURCE: GLAZING I C:) 440 CD GAS — FORCED AIR 21 PLUMBING 99 �XRF r Plan Check No. MECHANICAL /7- This Permit covers work to be done on private property ONLY. GRADINOIFILL Any construction on the public domain (curps, sidewelks, driveways, marquees, etc.) will require separate permissioK. STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE n d "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE % I d o successors in Interest, agrees to Indemnify, defend and hold I IT armless the City of Edmonds, Washington, Its officials, a employees, and agents from any and all claims for damages of C whatever natur a, arising directly or Indirectly from the Issuance to of this permit. Is suance of this permit shall not be deemed to PLAN CHECK DEPOSIT Ica modify, waive or reduce any requirement of any city ordinance. Ice ox nor limit In any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." he I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL Information given is correct: and that I am the owner, or the duly ly d authorized agent of the owner. I agree to comply with city and ,1'. THiS PERMIT This application Is not a permit until a late laws regulating construction; and In doing the work authoriz- AUTHORIZES THE signed by the Building Official or his/her 0 r ed thereby, no person will be employed In violation of the Lab or Code of the State of Washington relating to Workmen's Compensa- ONLY WORK NOTED Deputy; and fees are paid. and receipt is tuarrIMmrance ar)OCW 18.27. INSPECTION acknowledged In space provided. (OW N E 0 I OAT IGNE 0 EPA M N IRA dET 7-29-94 CITY OF TURE DATE ;F EDMONDS Z 2--.9 4,11101NATU CALL FOR AE A T TION INSPECTION /0 IT I NLALLIL TO USE OR OCCUPY A BUILDING OR STRUCTURE LIN IL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL - File YELLOW - inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC �.ADTCO 1 01", __ n Z PRVOK N 'Lam I v U: D- u .2'9' ISCA PERNJIT COUNT ER for James Irwin, Architect prepared by I John W. Mellor, P.E. %VA 0 ro ----.-----T-otal-squ.�are'tootage tor the site is 6,600 sq. tt. or aibib ac-.-_-:�i=xist.--.site..nas a-singie-. farhily residence which will be removed. Existing Impervious Surfaces(i.e. driveways, walks, exterior slabs, etc.). - single family home 1, 192 sq. ft. garage 540 sq. ft. walk to front porch 23'x 3' plus walk to rear portion of house (68'x 2') x 0.66 (23' x 3') + (68' x 2') x 0. 66 = 159.7 sq. f t. f . ront porch 4' x 10', rear porch 9' x 12', and garage 20' x 27' (4' x 10') + (9' x 12') + (20' x 27') = 688 sq. ft. asphalt parking in rear portion of lot next to alley (20' x 30') = 600 sq. ft. Exist I mpervious surfaces 1, 192 + 540 + 160 + 688 + 600 = 2,640 sq. ft. or 0.0606 ac. Allowable Impervious surfaces 160 + 688 + 600 = 1,448 sq. ft. or 0.0332 ac Allowable Existing Pervious Area (6,600 - 1,448) sq. ft. = 5,152 sq. ft. or 0. 1183 ac. Estimated Existing Runoff Q CIA; where I or 110 is dependent on Tc, the time of concentration Tc 10 + L ft V ft/sec x 60 sec/min where V, velocity is a function the slope of'the subject property, S S (9.18 - 7.09 feet = 0.070; 6.31 -7 1.27 0.063 30 feet of asphalt 80 feet of lawn V, velocity of Overland flow across existing* lawns & asphalt use log vs. log figure, page 16, Sno.- Co. Dr'nag'b Ord. Q C ho A where; from the rainfall chart Sno. Co. Dr'nage Ord, page 2-5, ho = 1.84, when. Tc = 1.0.83 min where C(combined); when C(impervious area) 0.90 C(pervious area) 0. 15 (0. 0332. ac. x 0. 90) + (0.1183 ac x 0. 15) 0. 314 0.1515 Qex = C ho A 0.314 x 1.84 x 0. 1515 ac. L/ . 0.0875 cfs existing runoff (allowable runoff) Developed Site Conditions Impervious Surfaces(i.e. roofs, driveways, walks, porches, etc.) 4,998 sq. ft. or 0. 1147 ac. Pervious Surfaces 6,600 sq. ft. - 4,998 sq. ft. = 1,602 sq. ft. or 0.0368. ac. Future runoff coefficient for the developed site (0. 1147 ac. x 0. 90) + (0.0368 ac x 0.15). 0.7178 0.1515 Q0 allowable runoff. acreage x future runoff -coeffici6nt 0.0875*. 0.80454 cis- '0 1515 acres�x 0.7178 2 VT = Vr. Xacres x future runoff coeff. =1,401.05xO.l5l5xO-.7178=152.36cu.ft. 125 cu. ft., required on -site detention in accordance with City standards use Sizing the Unde[ground Detention Pipe Constraints for sizing the detention pipe include the elevations of the yard drains, downspout ties, and the storm drain invert located in Dayton Avenue, which is - 56" below the curb at the south property line. A 24" pipe will be used to detain runoff volumes. This pipe would be 40" long. Checking detention provided X / 40' x 3.1416 cu. ft./ft. = 125.66 cu. ft. in pipe 2.2' x 12.566 cu. ft./ft. = 27.65 cu. ft. in, restrictor catch basin 2.0' x 5.77 cu. ft./ft. '= 11.54cu. ft. inType 1- Lcatch basin 164.85 cu. ft. total detention provided in excess of req'd. Check Overflow new. Tc: 100 year storms from the developed site are dependent upon the The new time of concentration after -development is as follows:.--. 0 Tbo� longest run starts at the Southeast corner of the proposed- building. -Run ff from -the roof itself takes approx. 2 seconds then must flow along"34' of rain gutter sl -pedat 1 % at a- velocity of 2 fps, then through 85.2' of underground.4" pipe -with a :_0 slope of"'2% and a velocity of 2.15 fps, then through 40' of 24"� pipe with. a slope of 0.5% at 1.04 fps to the r0strictor catch basin.. -58 min 0 64� 11. + 84" 4 __85.2 + 40 10 0.28 + 0:66 Td 2(60) 2.15(60) 1.04(60) ..3 Qloo = 0.7178 x 2.72 x 0. 1515 = 0.296 cfs Z An eight inch riser can easily handle 1.0 cfs, therefore 0.296 cfs is conservative. e �3 Orifice sizing (�L _- C The orifice will be sized to release the existing runoff: Qex 10yr = 0.0875 cfs With a head of 1.70 feet the size of the bottom orifice diameter is 1.57". Wet Pipe Design The storm runoff, as determined by the SCS method; from the developed site as a result of a 1 year 24 hour event with a total precipitation over the 24 hours of 1.0 inch -is 0.03 cfs. The depth of flow of this amount of runoff in a 24 inch CMP pipe at 0.5% is 0.086 feet with a velocity of 0.64 fps. An estimate of the volume of runoff from a 6 month event- could be made by dividing the results of the 1 yr storm by 2 which would equal 355/2 = 177.5 cu. ft. '-Th -depth of flow of 0.086 feet is equal to 1.03 inches much less than 6 inches, therefore the detention pipe will be set 6 inches below the invert- of the outlet pipe. .4 I IN S (PEEE I PEP— This figure may be used to help estimate overland flow times for surface flow. TRAVEL -TIME FOR OVERLAND FLOW 20 16 W 0 - 0 010--_ .0.15 d. Forest.... Sparse --Trees & Ground Cove r ....... ............ 0.15 0.20 '0. 25 Light Grass to Bare Ground ................. i'.. 0.20. DEVELOPED AREA Pavement & Roofs ........ * .... o ........... o .... 0.90 0.90 Gravel Roads & Parking Lots ................... 0.75 0.80 City Business ............... oo ................ 0.85 0o90 Apartment Dwelling Areas ........ o .... o ........ 0.80 0.85 Industrial Areas (Heavy)... ................... 0.70 0.80 Industrial Areas (Light) ............. o ......... 0.60 0.70 Earth Shoulder ........ ........... o ..... 0.50 0.50 Playground ...... ........................... 0.25 0.30 Lawns, Meadows & Pastures ............ o ........ 0.'20 0.25 Parks & Cemeteries ......... o .... o ............. 0.15 0.20 SINGLE FA14ILY RESIDENTIAL (Dwelling Unit/Gross Acre) 1.0 - lo5 DU/GA.00 ................ o ......... o .... 0.30 1.5 - 3.0 DU/GA ................. o ................ 0.35 3.0 - 3.5 DU/GA ................................. 0.40 3.5 - 4.0 DU/GA .................................. 0.45 4.0 - 6.0 DU/GA ................................. 0.50 -6-� 0 - 9.0 DU/GA ................................. 0.60 9.0 - 15.0 DU/GA ................................. 0.70 18 ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 0.0368,86,0.1147,98,1 .58 DATA PRINT-OUT: AREA'(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .2 .0 86.0 .1 98.0 1.6 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .03 7.67 355 ENTER [d:][pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: irw001 SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP �l 4T to F I I . N -7 f7 c,7 609 �j F 4 � I , 12�5, r%v t, V%( I A." L 7-1, 24 Tops row"' 14 .752-' ut�o i.,u S.4 ydn- all AMON pgi v 4, \1 CeAd--O H?-44�H-r Oir- A-t- 61-D, :�'- 01.46 t-Z,fr- V t :,,;, T )WP47P 7 'YO -7 Ff 10'6100-� & - TOPSFORM Z. 7524 LitholnU.SA L CALE NO. -3(-P Critical Areas Checklist Site Information (soils/topography/hydrology/vegetat7ion) 1. Site Address/Location: A44- Qtff4�ht 2. Property Tax Account Number: 1,/,16 14-ew - 3. Approximate Site Size (acres or square feet): 1��e2f RECEIVED 4. Is this site currently developed? _X—yes; no. MAR 1 4 1994 If yes; how is site developed?- PERMIT COUNTER 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 tha n 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: N 6-2 _ __; Approx. Depth: 7. Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? N 6NIL , 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: Rev 01/04194 0 45F City of ,Edmonds Cfitt _.al Areas Checklist - 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 Edmondsprior to his/her submittal of a development permit 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 6ecklist should be easily available from observations of the site or data available at City Hall (Cnitical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, Al 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. With,a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the sibJect parcel(s). in addition, the applicant shall include other Pertinent information (e.g. site plan, topography map, etc.) or studies in cordunction with this Checklist to assist staff in completing thew preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: - 0W.r- Name Street Addrew Applicant Representative: Nam Stred Addrew City, State, ZIP . Phone SignaWre Date 0 The City of Edmonds Water Service Drawing EASEMENT NO . .................... ..................... - NEW CONSTRUCTION [Z REPAIRS F� LID NO . .................. . ASMT. NO . .................. OWNER ................................................................................................ CONTRACTOR ........ al.r!lk .... VR\.N�I.r.4 ............................................ PERMIT NO . .................... JOB ADDRESS .54 .....0 ..... DAj-ror,� . ............... ....................................... ........ LEGAL DESCRIPTION: LOT NO . ................... ............ BLOCK NO . .................................... .................................................................................. Z 0 raKDS pwalz 1,/�, 13RASS plpr. i I/V MT R. I P. F- A roved: ,p, ,up 'D V- PWVV-0001-11175 (REV. 11/78) DATE N&I ... By .................... CITY.OF EDMONDS SIDE SEWER PERMIT PERMIT N? 8660 .,Address of Construction: Property Legal Description (include all easern ents): -S7- - VIVIV MEAT�EtVT RECEIVED JAN 2 4 1995 PUBLIG WQRKi$ Owner and/or Contra6tor: A'—) State License No. Diff"S/ C�' C-2i An //�� (xi U-) Q Building Permit No. El Single Family Invasion into City Right -of -Way: El No )KYes t$/,Multi-Family (No. of Units 4- R-W Construction Permit No. Commercial Cross other Private Property:XNo 0 Yes Public Attach legal description and copy of recorded easement I cerrfy that I have'r6ad and shall comply with all city requirements as irtclicate�on the back of the Permit Card. Date CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY FOR INSPECTION CALL 771-3W, PUBLIC WORKS DEPT. JI ob 43�� - 0 Permit Fee: — . Issued By Trunk Charge /00 - C-0 Date, Issued: . Assessment F ee: —A—) Receipt No.: C>? Lid No.:— Partial Inspection: Date —Initial — Comments Reason Rejected: Date —Initial r . b - Final Inspection Approved: Dat ,,2. a lnitiaI2!��"--- J 4L PERMIT MUST BE POSTED ON JOB SITE White Copy: File Green Copy; Inspector Buff Copy: Applicant Revised 3!90 . V The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONSTRUCTIONXI"' REPAIRS F� LID NO . .................. ASMT. NO . .................. OWNER........................................................................... -------------------- ,:— 40 ��) ,-� ........ ��7 .. ......... JOB ADDRESS . ............................ �Z� ......... 1� (� � D41r-b 0 1 PWW-0001-1 1/75 (REVA 1/78) t ryisli—) to G148 CONTRACTOR- ................................................................................. PERMIT NO. LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... ............................................................................................................................ ........ -FREATWERT PLAKIT NAME OF ADDITION ................................................................................. .. .... I i P. V. c- I 1 3,8, R v 3 '0-e 0 c4p I I t I 14- V rz- V-4 4L4— DI A-n V3 . Approved: DATE �- If 3 Cvq 0 I--/— C,/co b, ..... By ----- e .................. 7.. L 60-- Ck The City -of Edmonds -4M Sewer Drawing EASEMENT NO - ----- NEW CONSTRUCTION Ej REPAIRS Ej LID NO . .................. . ASM . ................. OWNER ............ 5-40 .................................................................................. L�-- DI —x D v,3 �:,� - JOBADDRESS -- - -_---------L------------- ------------------------------------------------ PWW-0001-1 1/75 (REV.1 1178) ___r WIF CONTRACTOR.......................................................................... --------- PERMIT NO. �+t.LH3 LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .................................... .............................................................................................................................. ................................... NAMEOF ADDITION ....................................................................................................................... f Tj #j T, xx) b Approved: DATE Cl ............. By ............................................. ............. Side Sewer Drawing The Oy of Edmonds EASEMENT NO - ---------------------- ...... 102-08600 NEW CONSTRUCTION El REPAIRS n LID NO. -.- ------------- �ASMT. NO - ------------- OvmR--- A...-SUND ----- ------------------------------------------- ............. col"q . I . RACTOR ---------------------------------------------- ------------------------------------- PERMIT NO . .................... JOB ADDRESS ...... 5-4.4 ... DAYTON --- S.MEX ................................ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCX NO . ................. ---------- ---------------------------- .............................................. ........................... I ........................................................... NAMEOF ADDITION ........................................................................................ to ;�4 DYE TESTED ON SEWER AFpwved: PWW-0001-1 1175 (REVA 1/78) DATE ......................................... - By ------------------------------------------------------------ FIELD INSPECTION NOTES Comments: Diagram.: (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION El YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: C. City"Of Edmont RIGHT-OF-WAY CONSTRUCTION, PERMIT PermitNumbem. q67-O&R Lssue'Date: A. Address or Vicinity'of Construction: D ruil-Al . ;9 C 1, 1-1 (;>A,\, C> 1,-14 1 9 JLYF-- u kv� 'F� N�9 vNk\:N PN!� S)Ao" V4 aw N)wL Contractor: C-WJ-A-< �Q.ICN Contact:R\o\ V��Oc�—N Mailing Address: aN\O\b 99 Phone: (,=�2 22Z State License #: CbM"C)V-40 S, LA'960_c)� Liability Insurance: Bond: $ I D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. 0 Commercial E] Subdivision C1 City Project E] Utility (PUD, GTE, WNG, CABLE, WATER) Multi -Family EJ Single Family Other INSPECTOR: .,,INSPECTOR: F. Pavement or Concrete Cut :,m es ONo G. Size of Cut- x H. Chargq�,$ Ay APPL - ICA . N - T . T . 0 - READ AND gN Z� -a- 9 INDEMNITY. Applicant understands and by his signature to this application, agree8�,to hold the City ofEdmonds harmless from injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, c;r any of its &�rtments or employees, including or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting thi8permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS A�R TAIFIOD OF ONE YEAR , ;O1?I2)W&& THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT. 7 Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. 'IYafffc 0ontf6l and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be available,on-st4p 1 ti br in urposes. Signatu Date:. (Contractor or Adent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER 10. DAYS SPECIAL CONDITIONS: njo fb(,F- ID M, IE!i?w COMMENTS: DISRUPTION FEE/FUND III: RESTORATION FEE; PERMIT FEE: TOTAL FEE430 RECEIPT FEE:. DATE: ISSUED BY: NO WORK SHALL BEG IN PRIOR TO PERMIT UANCE Eng. Div. 1994 CITY OF EDMONDS LAURA M. HALL MAYOR 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT 89 0 o ol 1;) Public Works * Planning * Parks and Recreation Engineering March 15, 1995 Mailed 3/15/95 James R. Irwin James R. Irwin & Assoc. 8000 - 212th St. SW Edmonds, Wa. 98026 RE: 4 UNIT CONDOMINIUMS AT 540 DAYTON ST; VARIANCE TO CITY DEVELOPMENT CODE FOR INSTALLATION OF ELECTRICAL UTILITIES (ED 06) Dear Mr. Irwin, I have reviewed your request for the subject variance and discussed the topic and alternatives with City staff members. Chapter 18.05 of the Community Development Code regarding utility wires is explicit that electrical distribution to new developments must be underground. In addition, placement of pad -mounted transformers must have ADB approval on the aesthetics prior to the issuance of a construction or building permit. It is apparent that these power requirements were not discussed with PUD prior to, or during, the design phase of your project relating to our code. Based on the information and discussion with PUD regarding your situation, it has become clear the neighborsmill experience noticeable ioltage drops if PUD has to install the single-phase, pad -mounted transformer to provide their power. I, hereby, grant you this one-time variance to Chapter 18.05 of the Community Development Code. By granting you this one-time variance to the Development Code, you may direct PUD to install an additional pole -mounted transformer on the existing alley pole southwest of your property as shown on the sketch provided by PUD. Please be advised that future development plans submitted for City review will be required to show the location of pad -mounted transformers so the design complies with our codes and can be evaluated appropriately. If you have any questions call Lyle Chrisman at 771-0220, ext 324. Since Paul Mar Community Services Director ALC/PM/sf c: John Bissell, Associate Planner Lyle Chrisman, Engineering Inspector I Walkgr IRWNWAVR.DOC Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan . IRWIN & ASSOCIATES February 13, 1995 Mr. Paul Mar, Director Community Services City of Edmonds 250 5th Ave. No. - Edmonds, WA. 98020 Re: Variance Request Additional Pole Mounted, Transformer 540 Dayton St. Edmonds, WA. 98020 Dear Mr. Mar: 834 )a-st'j-3038 Enclosed you will find a request for variance to the Edmonds Comprehensive Land Use and Development Code together with a list of property owners/residents within a 300 foot radius of the site. Mailing lables have also been included. The 4 unit condominium building I am presently constructing at 540 Dayton St. requires additional power than can presently be provided by Snohomish County PUD. The building requires 3-phase, 240 volts delivered to the property primarily due to the elevator power needs. This would ordinarily be accomplished by adding an additional transformer to the existing power service pole. I have spent considerable time with Rich Afden at PUD discussing alternati've solutions to the requirements in light of the existing policy in the City of Edmonds prohibiting additional pole mounted transformers. He has offered as a solution the Jnstallation of on -site mounted transformers to accomplish the power requirements to my property. The on -site transformer solution however has considerable draw -backs associated with it. The space requirements (which I have illustrated on an enclosure) infringe upon n ecessary site improvements of 8000 212th STREET S.W. 9 EDMONDS, WASHINGTON 98026 9 (206) 771-8041 W 9, 0 9 C) Cit of.Edmon CONSTRUCTION.' ERMrfPermit Number. e-- C) Wue Date: A. Address or Vicinity of Construction: 546 Dayton St 1101 9509142)_ B. I Type of Work (be specific): Install New Serftce, C. Contractor: -Washington Natural Gas Co Contact: Frank Swan MailingAddress: 1122 75 ST Sy Everett Phone: 447-3294 State License #: 98203 Liability Insurance; Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable)- E. E) Commercial E] Subdivision El City Project a] Utility (PUD, GTE, WNG, CABLE, WATER) E] , Multi-Farruily Single Family FT Other INSPECTOR: INSPECTOR: 4. F. Pavement or Concrete Cut R Yes 0No G. Size of Cut-. x H. Chaijq_$ APPLICANT TO READ AND N-, Nv :.jE4;no"'harm t INDEMNITY. Applicant understands and by his signature to this application, agrees to hold he City less from iniiiries, da&age8, or is de 'rtment8 or -claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds, or anyof 1 pa employees, including or not limited to the defense ofany legalproceeding8 including defense costs, and attorney fees by reason of granting this permit. THE CO . NTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FM,J*,ERTOD OF ONE YEARVOL OWIZ* THE FINAL T — 'A ')?EF INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WI'LL'AE HELD UNTIL ZFIN L§T �TPATCH IS COMPLETED BY CITY FORCES,�A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A-24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times.. L Traffic Control and Public Safety shall be in accordance with City regulations as require ' d by the City Engineer. All street cut ditches shall be patched withasphalt or City approved material prior to the end of the working day; NO EXCEPTIONS.' Ihave read the above statements and understand thepermit requirements and thepink copy of thepermitwillbe inspec ign pu available on site at aljt�i t rposes.� Signature: zzmw Date: 01-31-95 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WO FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED: VOID AFTER+ A'PrL't- CEDAYS SPECIAL CONDIT-IONS: COMMENTS: RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND Ill: RESTORATION FEE: PERMIT FEE: TOTAL FEE: RECEIPT FEE: A� DATE:' ISSUED BY: NO WORKSHALL BEGIN PRIOR TO'PERMIT I ANCE Eng. Div, 1994 FIELD INSPECTION NOTES Comments: Diagram: (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION 0 YES Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: El NO IAAL--JL-gL- MM�MVVMMA� * lli�I'NattwMGasl=�= gas main 7 L-A Addendum to: City of Edmonds Right of Way I Pemit Applic I ation Submitted by: Mariawne Kingsbury Engineering Aide Washinp-ton Natural Gas '06Nrl"M 1356-7500 X7596 " No-,, cm- oc�l r'-r) cl Key: i -G- _SS-1 0 I C&T -* 10 1 Water Gas Sever Water hydrant Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 c1dis 0 Addendum to: City of Edmonds Right of Way I Permit Applic,ation Submitted by: Mariamne-Kingpbury Fngineerine gide Washington Natural Gas 1356-7500 X7596 (E74-0 -PAY Tco-� 4:;;,T 10 1 clut- Key: I -V- Water -G- Gas -SS- Sewer -& Water hydrant o Water . valve Washington Natural Gas Company 1122 75th Street S.W., Everett. Washington 98203, (206) 355-3331 0 AVkd*VbnEmrWCarVO7V Addendum to: City of Edmoii ds Right of Way' Permit Applic!ation Submitted by: Marianne Kingsbury Engineering A�ide Washington Natural Gas #356-7500 X7596 I .Jc�e> 9 csc)q S40 -0,4 TCA.3 C&T ICI Key: ._W- Water -G- Gas _SS_ Sewer .e, Water hydrant .0 Water valve Washington Natural Gas Company 1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331 C4V of Edmont RIGHT-OF-WAY: CONSTRUCTION PEIMIT PerwitNumbe, Lssue Date: Z A. Address or Vicinity of Constructiow, S4e;) 42�!�OhA B. Type of Work (b� ific): 45 !T,OF,FA i 5At4L-'rAKK 8 9 Spec C. Contractor: V15546kl Azw* Contact: k:rl ?A __P-jZW 114 Mailing Address: 9'0b_Ngr2�;I�One: 1 CD I State License #: Liab ility �=rance:, �Bond.: $ t ewer Permit #'(i applicable): D. Building Permi # (if applicable): Side S E. [I Commercial Ej Subdivision ject 13 ttiiiiy �PUD,'dTE,� WNG, CABLE, WATER) I El City Pro Multi -Family E] Single Fami y Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut: Yes 0No G. Size of'Cut: i ZO H. Charg,�,$ -2//- APPLICANT TO READ AN GN 4 INDEMNITY. Applicant understandiand by his signature to this application, agrees to hold A "&'ty'�ofEd.ondhrde.8tO.Tiojurie8 damagesor claims of any kind or description whatsoever, foreseen or unforeseen, that may be mad6,�g' 'Lt t4. City of Ed.nd.,or h6ji Of partntent� or employees, including or not limited to the defense of any legalproceedings including defense costs, and attorney fees by reason ofgranting thispermit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A) PER4'IOD OF ONE YEAR �O&VINI HE FINAL INSPECTION AND ACCEPTANCE OF THE -WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICh-IW1E'*D,4BIT ?R-C-REDI7j,!V,[,LL BE PROCESSED FOR ISSUANCE TO THE APPLICANT, Construction drawing of proposed work required with permit'application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to'be in accordance with City Codes. Street sh�ll be kept clean at all times. T�raffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved materia'lprior to the end of the working.day; NO EXCEPTIONS. e Ihave read the above statements and-ufi�jrstdnd the permit requirement�' and thepink copy of thepermit will be available on s f4in�pection purposes. j:t� times Signature: (uontraeror or 4geni CALL DIAL;--A- APPROVED BY. 7 7 7773 f TIME AUTHORIZED:4VOID AFTER.- nAvj� SPECIAL C.0NDffI6NS:' I - — Y-36*. �Q r , COMMENTS: DATE: Date: TO BEGINNING WORK ONLY HT OFIDEPOA."�o DISRUIQj9N-FEE/FUND-1 I I; 'RESTORATION FEE: PERMIT FEEi TOTAL FEE: 24" RECEIPT FE 1q3Z3 ISSUED BY: —Ir NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 0 Eng. Div. 1994 FIELD INSPECTION NOTES (Fund Ill - Route copy to Street Dept.) Comments: I Diagram.: CONTRACTOR CALLED FOR INSPECTION E] YES E] NO Partial Work Inspection by P.W.: Work Disapproved By: � Date: FINAL APPROVAL BY: Date: . .......... ............ Ito 'A."ImA of� FPR04� WA. 4W v RECEIVED 0 C T 0 3 1994 JAMES R. IRWIN & ASSOCIATES PERMIT COUNTER architect October 3, 1994 Mr. Gordon C. Hyde Engineering Coordinator City of Edmonds 250 5th Ave. N. Edmonds, Washington 98020 RE: Dayton Place (Plan Check No. 94-156) 4 Unit 'Condominium 540 Dayton Street Edmonds, Washington 98020 The foilowing is a cost projection of site improvements and landscaping for the purpose of establishing the amount of bond or secured savings account you have requested. SITE IMPROVEMENTS - COST BREAKDOWN I CONCRETE DRIVEWAY, CURBS/GUTTERS, SIDEWALKS $3700 2. ASPHALT DRIVEWAY, DAYTON ST ASPHALT REPAIR &ALLEY REPAIRS 1500 3. DETENTION SYSTEM 5500 4. ON -SITE STORM TIGHT -LINE, CATCH BASINS, 1000 (2-00 FOOTING DRAINS AND 5. WATER METER ($1072), SEWER ($52) TO CITY OF EDMONDS 1124 1300 6. SANITARY SEWER CONSTRUCTION 2000 2-1400 TOTAL $14.8 2 4 S1 01SOU ncerel 1,71!��o 0 101494- 8000 212th STREET S.W. e EDMONDS, WASHINGTON 98026 e (206) 771-8041 0 0 -2- parking, garbage collection enclosure, and landscaping (both existing and proposed required by the Architectural Design Board). Additionally, since the line power must be delivered to my site location first and then run back to the pole for distribution to existing residences, Rich has indicated there will be a voltage loss delivered to those existing residences. The end resultant of delivered voltage would be unacceptable. I hereby request in light of the negatives associated with the on -site transformer solution, to allow Snohomish County PUD to install an addition;5,11 pole transformer. as Odicated on the plan I have enclosed. Please iet me know if I can provide an additional information you may need in assessing the circumstances surrounding this request. Very truly yours, 0 r.es R. Irwin roject Architect/Owner enc. c: Rich Afden, PUD MCF-WED FEB 13 695 p"ff COMER 79 STREET F I . DECLARATION OF RESTRICTIVE COVENANT WHEREAS,-AWk, t4 -AUG 1 1994 are the owners of the following described real estate in the City of Edmonds, to wit: �of_,G 14 415, e>iJ� 17- i <,- i rf- op erwc�'� QQ Tyl /,,T '_S>40 cw-rrc.N. !:�r*, V%1A_' e��17_0 WHEREAS, the above named owners are desirous of imposing a rest-ictive coveriant upon said - premises in compliance with Section 19.00.040 of the Edmonds Co . mmunity Development Code. WITNESSETH. that for and in consideration of the premises, the above named owners do hereby declare and grant to the City 6f Edmonds as Grantee the following restrictive covenant, to -wit: That at the time of the execution of this Covenant the Grantors have agreed or the Ordinance of the City, of Edmonds provide that no b *1ding for multiple family housing may be erected on subject property containing more than units. t Said Covenant shall be binding upon all present and future owners of said real estate and their heirs, successors and assigns. DAT A !�"is 10 Grantor STATE OF WASHINGTON) ss- COUNTY OF SNOHOMISH) 19 On this day personally appeared before to me known to be the M*dividuii1SWescribc;d[ in and who executed within the foregoing instrument, and acknowledged that!thdi signed the same as fh6r free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this J4—"-9f C_ Kotary Public in and for the State of Washington, residing at lnk,i 00 CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works * Planning * Parks and Recreation Engineering 9 0 0 C) Q5 August 10, 1994 Picked up 8/10/94 James R. Irwin & Associates 8000 212th St. SW Edmonds, WA 98026 SUBJECT: PROPOSED FOUR UNIT CONDOMINIUM AT 544 DAYTON ST ADB-94-46) PLAN CHECK NO. 94-156 Dear Jim: The Engineering Division has completed initial review of the subject proposal. The following comments apply: 1 . Show how downspouts connect to storm detention system. 2. Provide sequence of construction. 3. Provide erosion control plan. - 4. Show existing public storm system and how proposal will connect to it. 5. Provide water and sewer connections to building. 6. Provide connection to sewer from underground parking. 7. Add notes - "Existing curb, gutter, and sidewalk to be inspected by City. Remove and replaceas required." "Existing alley pavement condition to be inspected by City. Remove and replace as required." 8. Provide wheel stops for outside parking. 9. Show underground parking configuration and d ' imensions. 10. Show parking revisions on Dayton Street, including relocation of signs, if necessary. When the revisions/corrections are completed, please submit four sets of revised plans,as well as the enclosed red -lined drawing. If there are any questions do not hesitate to contact me at 771-0220. Sincerely, Alberts 2ordio�n C. Hyde Engineering Coordinator C: John Mellor & Associates Sharon Nolan, Permit Coordinator IRWIN544.DOC 0 Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan --,,,PROJECT, NAME.11 PROJECT-ADDRES F.104ECT, -REVIEW CHECKLIST"'';.'-, 0( ....PLAN.'CHE RECEIPT DATE:.::!,:,.,.,s- EVIEW Reviewed 5y: FIRE PLANNING A7A4iWA____ ENGINEERING PUBLIC WORKS MEMORANDUM April 19, 1994 TO: John Bissell, Associate Planner FROM: - James C. Walker, Assistant City Engineer C9- eqil SUBJECT: Comments on May 5 ADB acienda items from April 13 CDRC meeft The following comments apply to the submittals: ADB-94-46-The March 18,1994 comments as follows still apply: The applicant did not provide adequate cross sections of the driveway nor was there any submittal of the slope for the worst case parking stall. Provision needs to be made for stormwater quality. Detention will be required. Ten foot setback must be maintained from storm sewer to building or waiver must be granted. Parking off the alley is incorrectly dimensioned. 'Forty foot wide driveway cut on Dayton St. will not be allowed. ADB-94-59-There is a concern with reducing the number of existing parking stalls in this area, as there seems to a shortage of existing parking on this site presently. ADB-94-xxc-The Engineering Department has not received submittals on the 6 lot version of this proposal. It is the policy of the Engineering Division to 7 for the 9-unit proposal is attached. not make full.comments without complete submittals. The April 19, oA 1994 memo The Engineering Division has no comments on the other submittals MAY94.DOC MEMORANDUM CrrY OF EDMONDS PLANNING DIVISION April 13, 1994 1 TO: CDRC MEMBERS FROM: JOHN BISSELL AICP, ASSOCIATE PLANNER SUBJECT: CDRC MEETING. Meeting Date- Friday, April 15, 1994 Meeting Tim: 8:15 a.m. Meeting Place: Community. Services Conference Room Meeting Agenda: 1. ADB Agenda for the May 5, 1994 meeting (attached). 2. Additional CDRC discussion issues (open). If there are any items on the ADB agenda that you need more information for comment, please give me a call or stop by my office. If you leave a message on my voice mail, I'll be sure you get what you need. My extension is 224 CC� Paul Mar Rob Chavc Bob Albcrts Gordy Hyde Jim Walker Gary McComas Jeff Wilson Steve Bullock Noel Millcr Jeannine Graf Steve Fisher I EDMONDS ARCBTrECTURAL DESIGN BOARD AGENDA WEDNESDAY, MAY 411994 PLAZA MEETING ROOM, LIBRARY BUELDING 650 MAIN S TREET EDMONDS, WA 7:00 p.m. PLEASE NOTE; APPLICANT OR A REPRESENTATIVE MUST BE PRESENT AT MEETING. SIGN PERMITS AND BUILDING PERMT]rS MUST BE OBTAINED AT THE BUILDING DIVISION IN ADDITION TO APPROVAL OF THE PROJECT BY THE ARCHITECTURAL DESIGN BOARD 1. ROLL CALL 2. CORRESPONDENCE/COMWENTS FROM STAFF 3. ARCHITECTURAL DESIGN BOARD COMMENTS 4. APPROVE MINUTES FROM APRIL 6,1994 5. CONSENT AGENDA (All iterns on the Consent Agenda are requesting Final Approval) ADB-94-54 BEDROOM ADDITION TO AN EXISTING DUPLEX Vern Hodgson 7116 208th St. SW ADB-94-63 NEW WALL MOUNTED SIGNS, NEW AWNING, AND TWO NEW WINDOWS University savings Bank Tim Dickinson 130 5th Ave. S. ADB-94-64 NEW BUS STOP SHELTER Community Transit Marvin Freel East side of Highway 99 right-of-way south of 224th St. SW ADB-94-65 NEW BUS STOP SHELTER Community Transit Marvin Freel West side of Highway 99 right-of-way south of 224th St. SW ADB-94-75 NEW BUS STOP SHELTER Community Transit Marvin Freel West side of Highway 99 right-of-way south of 220th St. SW 00 ADB-94-58 EXPANSION OF AN EXISTING STEEL STORAGE BUILDING Coyote Cleaning Systems Warren LaFon, Architect 7208 210th St. SW Final Approval ADB-94-59 LAUNDRY AND MAINTENANCE ROOM ADDITION FOR AN EXISTING HOTEL Harbor Inn Warren LaFon, Architect 130 West Dayton Final Approval ADB-94-74 NEW FREESTANDING SIGN Robin Michel 8.022 212th Street SW Final Approval ADB-94-76 NEW SECOND STORY DECK FOR AN EXISTING RESTAURANT Quintana Roo 303 Dayton Street Final Approval ADB-94-77 NEW FREESTANDING SIGN, REMOVAL OF A WINDOW. AWING REPLACEMENT. NEW ROOF COLOR AND NEW TRIM FOR AN EXISTING COMMERCIAL BUILDING Larry Maland 504 5th Avenue South Final Approval ADB-94-xxc NEW 6 LOT PLANNED RESIDENTIAL DEVELOPMENT (PRD) Edmonds Building Company 1312 9th Avenue North Recommendation to Hearing Examiner AD,6 - 94-4(o JAMES' IRWIN& ASSOCIATES architect 7 March 22, 1994 Mr. Bob Alberts, City Engineer Mr. Gordy Hyde, Engineer Department of Building and Land Use City of Edmonds 250 5th Avenue North Edmonds, Washington 98020 Re: Detention System A Proposed 4 Unit Condominium 544 Dayton Street Edmonds, WA. 98020 Dear Mr. Alberts & Mr. Hyde RECEIVED MAR 2 5 1994 ENGINEEFiING Due to the very tight width restrictions. of this site, I am writing to. request a waiver of the 10 foot separation between our detention pipe and the building we are submitting for ADB approval. This is a 60' x 110' lot with 10' sideyards thus rendering the 10' separation virtually impossible. I would locate the system immediately along the property line and try to limit the with of storage pipe to 18" diameter. We would locate the manhole cleanout close to the north property line enabling easy access for clean -out servicing. Thank you for your consideration uly yours, Jim .Irwin Prc4ect Architect 8000 212th STREET S.W. o EOMONDS, WASHINGTON 98026*[206)771-8041 COTY OP E 0 M 0 PM E") HARVE H. HARRISON 200 DAYTON ST, EDMONDS. WASHINGION 98020 - (2065) MAYOR DEPARTMENT OF PUBLIC WORKS March 16, 1981 Dear Resident: On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction and repair of deteriorated sidewalks. A public hoarinq will be held in the Council Chambers at the -Civic Center . on April 21,1981 at 7:30 P.M.-, You are. -invited to_at.t,end_,�,hJ� heari ng for. discussing f�epair of portions..,o Aet*6,rdorate -.si -w6l' 1',!,-,...-S...i- 1,��E k_Y abutting you ri - pr�p'e r ty ' -Thd"-*-i mprovemb-*h t a SM'e—waY�—sin need of repair at the expense of the abutting propertv owner is provided by City Ordinance, Chapter 7.20 and.' Revised Code of Washington, Chapter 35.68. The areas needing repair have heen marked in paint on the sidewalk adjoining your property. Reconstruction' -and repair of these sidewalks must be conipleted on or before September 1, 1981. In the event improvements,are not completed within the above specified time, the City' will perform and complete the improvements at the e I xpense of the abutting property owner. This action is' in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. 1'�. STREET FILE Sincerely, FRED F. HERZBERG Director of Public Works E � I'D TYPE E — PRIMARY / SECONDARY SPLIT VAULT U.. ome atnaximumof twelve (12) conductors'o'df One of M0,44SIthi 1, phase C, st rs with e phase. Transfonner 167 kVA or less. inge ,-36" x 36- Diamond plate H-20 loading Spring lock —Embedded I" x 3" bronze plate � 4'.6" Ovemll Height Primary — 60!-!� Min. one 5/8"X 8' T-O" copper clad 41.8" VmW.!od Secondary TYPE F —PRIMARY SECONDARY SPLIT VAULT lve (12) conductors per Ono or more t f"' W"'iffi mixim 60.0" 61-0" Uinge 36" x 36" Diamond plate 40" 1 H-20 loading Spring lock 0 1 0 JI I WbREC23) Embedded V x 3 bronze plate 4'-6" Overall Height # B SD Air, Mi one 5/8" x 81 4'.8" cop r clad groun rod Secondary ELEaTU7CAL S E WREMEWS _91.17M MACKIE= F="= New: 10/9Q� evised-. 1/-94 age 4-33 TYPE C one or mom three phw-j,. Tratlsfbmt VAULT WITH SECOND HANDHOLE a maximum of twelve (12) conductors per '500' . W �4ingc .36" x 36" Diamond plate H-20 loading ...-Spring lock Embedded I" x 3" bronze plate Primary <1 Min. one 5/9" X 8' copper clad ground rod New: 10/90 Revised: 1/94 Page 4-31 CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS JAH)TiS R. IRWIN cc tu MAILING ADDRESS Z � 3000 212th S.W. 0 EDMONDS 9 8 0 2 6 771-8041 AE JAMES R. IRWIN IUSE PERMIT ZONE N11MIRER .9,40 493 JOB SUITEIAPT AL)UHtbb 4�7 Z),�l I/ 7Z .EGAL DESCRIPTION CHECKI SUBDIVISION NO. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING — REQUIRED DEDICATION PROPOSED LINE SIZE I NO. OF FIXTURES 8000 212th S.W. REMARKS CITY ZI TELEPHONE NUMBER E'DMONDS 98026 771-8041 NAME JAMES 11. IRWIN 15A�_ S;E ]hA pCSIrN/C,0NST-�T7rTT0jq ASSOCIATES C_,o4-o,,0 ADDRESS 8000 212th S.W. ENGINEERING MEMO DATED CITY zIV TELEPHONE NUMBER EDNONDS 98026 1771-8041 FIRE MEMO DATED STATE LICENSE NUMBER EXPIRATION DATE DESICCA1 01 X.1i 5-1-95 SIGN AREA ALLOWED PROPOSED Legal Description of Property - include all easements T,OTS 14 & 151 13LOCK 121 CITY 01- EDMONDS? SHOHOMISH COUNTYA VARIANCE OR CU WASHINGTON Tax Account 434212101400 Parcel No. NEW RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL EIREMODEL dEMAPT. BLDG. El SIGN GRADING FENCE REPAIR — CYDS. (_ x _FT) EIDEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA —]CARPORT RETAINING WALL/ F FGARAGE E] ROCKERY RENEWAL (TYPE 9jjjpE, EIUSINES�.OR ACTIVITY I N. ) _t� 5 NUMBER NUMBER OF CRITICAL OF Adaw DWELLING AREAS UNITS MBE I STORIES INU R 13YI. DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) Ift TESCP Approved (3 AW Permit Required 0 Street Use Permit Req*d 0 Inspection Required 0 Sidewalk Required 0 cc PRV REQUIRED U) YES 13 NO 13 Z -S7- REVIEWED BY SEPA REVIEW COMPLETE IEXEMPT EXP I I PLANNING REVIEW BY I DATE SETBACKS — FEET HEIGHT I LOT COVERAGE Z Z FRONT SIDE REAR REMARKS CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPANT I GROUP SPECIAL INSPECTOR PAREA OCCUPANT REQUIRED YES LOAD REMARKS Z PROGRESS INSPECTIONS PER LIBC 305 IQ FINAL INSPECTION REOUIRED PLAN CHECK FEE BUILDING HEAT SOURCE: GLAZING % PLUMBING Plan Check No. 174 — /57— (�o MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewplks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assignsand successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or Indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance provision." ENO. INSPECTION FEE PLAN CHECK DEPOSIT TOTAL AMOUNT DUE I hereby acknowledge that I have read this app cat on; % a e information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and In doing the work authoriz- AUTHORIZES THE signed by the Building Official or his/her ed thereby, no person will be employed In violation of the Labor ONLY WORK NOTED Deputy; and fees are paid, and receipt is Code of the State of Washington relating to Workmen's Compensa- I acknowledged in space provided. tiorLI.Rftrance and KW 18.2 . I INSPECTION NATURI (OWNER OINE�NT DATE SIGNED DEPARTMENT 01 DATE CITY OF '7, 7�,.�- EDMONDS 4AE CALL FOR RELEASED BY: DATE N 1T:I O;�N INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW Inspector A ' CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UBC r.WAPTrP I PINK — Owner GOLO � Assessor _j 9 4' 1 INO rt.O.0 r L—L—U oui;r XAWL t4w-. oc- V60, �r- PALM 4 I gn V�--; 4M� vpwslr MINI- moom" meta. D"Vw* — MA- azwtnvl ,dab. low low <8> tam elez 1tw, s4gabs- msc�ppa* *kAwl"s, OPZ9:UkP 40VV-'Ft- -.Oak 'm7wWALIS il(*=' a OL&A%- oil fil4sw yo! T d -- � ".=:, . R1�941pwsr Id K&4k$L :) waswr pwo�. L.11jr- tio-ol 2 4 199 't— AV-ak !ZADGID eF' Lr=�'--+ERM=- DONTER JAMES R. IRWIN & ASSOCIATES 1),% A CCCU-�-r W 0. 4�*Z 11. 16 14co JA�ALMWM ARCHITECT 8000 712TH S.W, EDMONDS, WASHINGTON 98026 TELEPHONE 7714041 1 1 Aq-9 13 4 147 PUBLIC DISTRiCT NOA OF SNOHOMISH COUNTY REV. 7/57 So . Co, AR�7 LOCATIO,' 6T t 1/4 S 24- T 2-7 R D A T E W. 0. N 0. POLE NO. yll REASON FOR WORK Lj'� 6, �_) D ENGINEER owc. wo. Lo I _ER DRAFT. U. G. N 0. An, LE DATE PRINTED DATE WORK COMPLETED. APPROVED FOREMAN ENVIRONMENTAL ANALYSIS 0 EXEMPT 0 NOT EYEMPT SUBSTATION �Q, F EE__ S R E QD 0 NO PARA 18, ITEM c PHASE PRIMARY OVERHEAD 0. H. U.C. COND. KV CIRCUIT NO. I El RESIDENTIAL ADD T. FT. PH 0 COMMERCIAL. REM C�:T. FT. PH. L E 0 #' t � E T CI- T_ FT. $ 0 H U G CjO,'AD SUCIONI'DUARHY ADD G . �. T. FT. PH BASIC FEE $ R EM K T. FT. P H NET C�.T. FT. P $ METE ,/CON V.'POLE: PERMITS (DATE. GRANTED) P R IM A P� � U N" D E R G R 0 0) 0 TREE TRIM 0 RESIDENTIAL 0 STATE 3 COMMIERCIAL (--j COUNT BASIC C I TY LEU� EAS L_ MENTS SECONDARY UNDE RGROUND 0 REOUIRED L<NOT REOUIRED BASIC FEE: S U i,D E FG R 0 U N D P L;, DATE FELEASED BASIC F�` C, T N W j P i j (_ AT\; jp�4# FT "ll" R, E NICH CA! c o J, _)il,� r3CFE C T'-,,' C PR!�ARY POLF 'E_'!c__flClLlHG 0 SECO,',jADA�,"( FT. -9 FPID"i vISCELLANFOtjS FEES TA,..4 E OFF POLE VAULT P F"! c 01111 S T lR� F'F__ 0 U i R E tvi E N T S P E R,� T T.RC7 F R I-` PUD.,ILOCATOR C.,. I A 0 E FLAGGINC- WONE CALL DATE INDEx Poi -Es PLAT TOTAL DUE S , LOGS U--MIAP DATE PAID XF�,iR C-MA,` RECEIPT# LOC,,%TION MAP P�,GF SVCc. APPLICATION� po(_cf- 4�51 P")LE: Et,,,�T- ��Jzyc—, —(o� J C:: Ar I - T: P,,& 3 1 2� P; _�7 A 4-WJG 15 kV,_N X r_il,_,Al Z 4- - 41 D IIJ UA LA fA r-,: i L _��7 I ; I/ uAl L , :k f o ALL�.`� �3 &UTL.W—T r1rE A" rV A"'W. fcrv,e ~YW M VIP "I r"" op erm =14Ar) IS SO. eoweir. r-CADWAr o/ -7 HISW oNpelze rewr-r- A-2Fmh ------ L 0 It, Min, 4'- 8'Ouarry Spalls Ayarry�- Remove i (:ell pej I -r -ro F9FLACS 'AS kXF4C'. SIM -a Provide Full Wk"ft of IngrowEgress #A m6- ext> ��C> FILTER FABRIC FENCE DETAIL VAU Filter Fabric Material 60'wfda rolls. Use staples or wire rings lo sitatch. VA errokl-L- fabric to w1re 2- by r by 14 Ga. Wire Air Is -6 r Fabric MIN. or equly. NCO -WI 4 1 07. -W clt T A:!': T A E 73 n ry ry 0"M in o'by IV trench 0,16 eV r--Yi ea ....... .............................. ivia 6'Max. 4'-wood posts. standard or better or e04 Oct It rie, I L Filter Fabric Materw 7 0 2- by 2- by 14 Gc fte Fabric or equly. :j o'. IV It) Orovw 3141. I.S. 0 washed gravel backfill + In trench and on both sides of filter fence fabric on the surface 81 Min. 46 . . I n, IL 2* by 4'wood post AII: Steel fence posts er F. f tj 1+ P- Nil 001L.ViNds 1:21 4414 MMAIC L4NM I CONSTRUCTION SEQUENCE U e.* 7 4 1. Arrange for and attend pre-constructlon meeting with City of Edmonds site development. 2. Call DIALDIG(U(ilitles Underground Location Center) 1-800-424-5555. 3. Erect filter fabric fence. 4. Clear and grub site. S. Rough grade site per grading plan. 6. Install Sanitary sewer per plan. 4.0 7. Install other utilities: storm, water, gas, power, telephone, etc. 8. Final grade and pave. IN.- 71`116911-1�r- 9. Hydroseed, mulch, and plant landscape. 6)(r. A" 10, Remove Ihe,emalnlng temporary eroslon/sedimentallon control 4 e4it "o only after the site has been stabilized and City of Edmonds site 0 development Inspector has approved the removal. �tF �C MVA T" 11. Clean up storm drainage system. Do not flush sediment off site. v Ift . .......... q-V" X-T r Se a fMAL cveA%-W- ail Sit! AT. e'!q u/V%. x .0-L. 0. a. el r Id.6- lot 4 eoe..�_' \-n-Aw 10 Af 'x' -J- fA Ae '4A&T* 4.. WAS 7 0 e— L INe 'nr- Z.-' F-X I �-T 7- t5;K MA14-flKIll Mai 71, 19343 0 UL A04'. A& k , 4 02/24/0 L% &j Y 712919 011, - I- F�-AP W` W K121, CITY OF H COUNTYt WA. 98020 . k I &ZA" 4�' r 15- - C014 . 0 60. Fter. We 'i'-"Y ENGNIEER 2570 LX IRWI LA 14 0 A -A S JAM, ES R N & A SSOCIATA..i ARCHITECT STATE OF WAS"INOTO" 800.0 212TIl S.W., EDMONDS, WASHINGTON 98026 I I WIN Im TELEPHONE: 771-8041 11 � � , �% � ! ,�. , , �, : , . !�� , �:� .- � ! ,��i , " � , I I I � i I I � I . .1 I I ,I, _ � �.';.�e , � � . � I . I I'll - I I . .1 , �. . I I 111 11 I - .. . .__ - - � I � - . � . �. . . - - - . . . .- .. . -7 - - --- ---- � - . . ------_-------- � _ -.-- - � _______._____._.___ ___ _ ________ __._____.. -.--. - ___.. __ . - .- .__ .. I . _ . I . - - .-.-- .- . - . --..- I - -"------ __ ____ -----., _____ ------ ___ _____ ___ ". - ____1___ . I .... .... � __ - .__.____... � -.1 __ - . . __ , � .---- .. � ___ . -1. - � _ I _ - . -..-- .. __ ----. - _. .. I . - . . � I I � . - I � :-, - I Y. I ,,:..�,� , ; I I'll ,� � " , " - ; I . - I , �' 'O.", : - - I I __ I - - . 1. I I . . -` '. . : , . I . � ��,�_.:"t -1 - - - I , . I � , f IA �, I � - , . � I . , I - - 161116111 Imillimell I ''I � I I Is M1111111 I I I I I I iiiiielii,ilim __ - .:1 ..� , , ,, .::. , , �,�.:., I ,; �� % I I " � -, �y �. , . � . = 'oil'! 11 11 1111111 I fillaIIIIII oil I I 11111,11 111111111SWI_ 7 - - _ -- -_ -.-- I I _ I , . � I - 1 1 1 1 IM 11,11111, 11111 11 1 1 11 NJ I Im," I 11111 MI Itl 1"01 11 1111111111 liellillillI'ililiollim 1 11, h! 0 - � - 11 I - I I . ENRON= '1� I 6 . I . 1 11 , 11 111� I A I III dial I I I 11 � 11 I 11 I 11 11111 I 'I - at I 1 1 � 11 i 11ifilling NJ I 11.1 I III Ill 11 - I I , ,I I I I Mill I Il 41 iiiingil i If IN 11111 I I i __ ,,"',I : , . I � � . I I � . ", . 1. I . I L E.-f` . I I I I , "" ", 1�1 ,�,!�.-:�,'?.t,�W� , �,��,�,,,,;:;�,,,*;,�,,,�.,4� ! � ,,� , - S �, �, '� � � '. A%L 11TAII111 commuciriotimmacs 'I�::....",��f,-.��!!��i'�,�!,�i,."q"",��",:"', '' , '' . I , I r , Q, ,,1,i% , :��. . . " q I qi�.v,-,N . I I 1 .11 "w'', , .1, Mi,�,11,��NiQ�;,� :�, ��'� I . .... . ", !,.� ,� :,�, �f;')�`- . J�- %. V ', � � I . . , ') , 1". . . * . . .�, .:,�-` ��;",(,,!�`,,N 'i, , " � � - L-21-6-1-0.1.10-1 . � ... lt,.,..,�;,,,�I�..... , , " 1, . 1. , - ; i . .: .. 1.44 , _t , 'r , , I &"fl I � mu.1"""No.. I . ,:,, . . , , t`V�A 5, Yil" , 1_1 I .11 . ....0. , ,�, � " I f:t. " . , . .,�Q , I .1 I.. . , _!� . � , I'll I I at. I I . . .. ... 11 , I _,�t'j� 1'1� _11 , � .1; I . . __� . . ':i''.",� �' I , _,,� , �1_1 . , " _� Id L. -P.7r, , I : '. , , !,'�,' -, , . I . � . . 0)(10-P- i*APP, 1.10 .___� . t 1�i . I : 1: I . .%-,.,�., I. 1�� ,� I I , � , �%, I . I 1. - ..., __�..-� ! . . . . I '. .!... . ,., , . 11 4 _ ��. .: _�. � . ,,.,. � �t,�,' I .' I t:01A1rr0H :5T. L, I . . � 4. � , ... ; I I I I . ! ::. ., . �: � "'. , . - I ,,- .. Z I �.'�! ,."��,, I . I 1, I . .� .,)� � I "., . . � ,!', , . ., � � 1 'MIR04.0 a ...... 6�, _-1- !2 ,-..t ...---- ,0/_ 1 5 1 1 1 .� , � . , , I , " � . - . . . I �, ;:��, � I , - -1 � � . !"�J: '''' A �, , .� ......... � I k i O-Li 1.0 - ....� at . � I I �. :, '. -,,-,!-j,,',. I I � 4 � � I I . .. .�.:i�`_ � , 44'; I . -.-4--- _ 01710944'r LIWF_ I . I - 0, .., � � _4�-,,�,,�',';; �- - . it 69 '..': 1. ... .,;- , , I �, 1, _ - � . , _ , � - - - - - .- , 9 iAR,9JNP ft I.INF_ I . " ..:,.I I 4 :,:, !�,,,'�,�4 ... �� ,��: �_ I I �1. . t!", 1 �.. . - I I _.- . .. I * , ,,� C; �, f� � . . . .1 �'. . t'�,; ��', 1 ,`,-��: I 01 .;i �.,� I ,'W,.!,,��,,��, I'.'' . - . I . _% ., ,�:�,��,- . 0 i -f - - . 1�6 � � 11111111111 I I I I I I I I I No III I I I Ill I 1111 11110111001ow �_ -_ - - 0 F-L.. ,*.-01 � . �, � I 4NS , !�,� �:��:.,��",� I _.._� - __ - __ __ ___ __ - - - __ - i .... 4% Ib so. " ,, . . . . 1 -4 1 - � 1___111 - . � I., $%Sf, - I., I �"';""'-`� � .1 . I .. . I : 0---"-P_XI-r,rnPG PW/0.1F. 11�bl_E. ..., . ,�4,��5""�, -, ,,��, . . I . " OA,1101A t_IHP_ ... 410. 4.0f ,�h wai��fT;, I . I 11 . , I ..... " I �-,,�,,,,,,, , . I - . P, I.. - :j-.:_:% 'A. iv,, . \ I . __ - ,:::i'ol - 1 40WOrr. PAIPWAIr . 'A ... .. : 1. I I :', *.",.,L,. - .;,,,�,�` 4V,�&�_,�; I I � . � ?_ -_ _�_ . I - .� % ,.fl.'� 1,,� , t" I . ! I I d� of. - V eo I I.. H ,-, -t.) . . . -- . -,� , �"...", ,.,;.;1', , 1;1�,!� * �.'�,,'," '. gj�.-,Vfl \ . �:..� ". '' �,�"-��;-,;� . ".., m,.,� , I . -q-&-_ I 1 �6- 1 . :,:... .1,1,, I , , ,. V., 11,1,1��i. i�_ :;.,�t, r_.%, ,,' 1.',',,� It, . . -1 - . S71 1��q . . 11r17 � "I'll."""" - � . :�,`� §� I I " -I M _, 1p end A -A . . +- WSW ONPI.s. 4W411-10 . � . , '. I I r " �,�,� - . ..."... '�, �, - ��! '7'�: ," ,,�.'-,�, I R�1& I 0 . . -W&F-It ZX61-e - I 4 .'; ";.:*.-i'.� " � , 11� W �%� 1 "M.14 91W .- .. , _ %,, . I "' 0* I �"... i., , �, �%, : � I I � , 11al 0 . I' 1. , " �,-, � �Z"!" l, �,z " ,, ,'� , ,'%*� " . � 1. ,� _� I A � L� .. : k I I I I of . . I ' ��, �'j � . . . 4 - - � , , , , I . 0 � - 0 I ; 0 , , , . : , . ,:':� ,�`,,i�,'," " lIV: , - 1,0'. C? - +0 d � .100 -, -, , , I . - . A . I 4 ,;'z � :..�,� , � Is - - --,A .--- - .. a 1 6 ! � ', � , , � �,., , - , , , - ��,, . - . - 2 If*. , , t!", , ",.',t, 11 � , 11 - I .t t .,� " '' - . I i � ,;;.. , , ',�, t�"l � . '. - . , . . . I I ."�. ,��, f,� %, I _ I � 5- I 1, I I 1,11 . I . ''. _� � , `� ,�,�, "I . I . .off . , .." ;�":'t�'.�r " 11 . � ,- 1-,0 'P-d � 12. ff" : . " -� lvt��I'i, . I : v ev, ID -V,.,::� - � �, A" , , , i ,�'. , I I I "O. .j d _, . , -d " " .. at� &. - 9L I ! I I ; I . . I I ,�'_ _�� t, , V1. IV I , - __ f . . L_ . I I ,.- � I . . � ", ", 617.5 I . I �Ic � - . . � # , . . ..�. t , ,,,�:,'i, '4� '.,--';ij,,,,j I 1, - I �.. , _ , - I I -- -- � ; el. 045 I i . . . . ". , � . -.,,,�, - '�:,;,,t "I\ -- - - - - - , -ZL. So I co . e:H I . 'Oustr 0 M .. . . %,�: ,,,,'� I 1 4'- 8 ... � , ,,� ,� ' .. __ - it:;$=NA�4 -& I rt;, � spill$ :,.- I �: , '. �j `1 -"� --,--.--..-:. _ 1-1 r ,.:, ��%, _"______�__ I '. ; ; �Ir,;,-,� __ I . . - . .:... 1.,� � � � �!;; _ It .1 " , I- /_ Nl,[_M-�r I . ,�'. - I ,� *0,*.,�,:� . I I �_ . Pyr,li`.f�o FftWMdV 4 !_ � j i I 'y :- . 11 ,�, � � . veejTI,n+4 c.xi-r. LIWP- - . I I . \ . . P. -1 . . I . . I -�. _. I . , . . - _L 26.0 I I ... .. I. . 0 ,. . �,,_ .11 '11, .:.� Y -� I 11 �;� r I . I FZFL.A4M .-Arp * rt I I I P F width 01,7� �, . . . � , I - I " I . OeMIIN�l ,:,.:.�� ,:,:_!; I "', __..... -/-"---- - _Z 414ROU14P PLI-l' I I I I , . ..; 0 ress Are$':. � - �� I N 86 1 . . � �. .. "d � ,,'� , ";,", 0 - .1-75 1* . I 61- - _ - - I _ . I 1 64 � I .. , , I ,� I . 5L. .1 "I _ 't, �": . . * : .. � I'll- I ;_ : I r L., 10.0 I -lots: I . . - I L- 00, .. 1. _11 �� " I � 011V, I �, , �11,�,` /_. . I �. . mi;N _. . Z. _., ,--- - I "� "' �, I 1. - d '. . ......, , ., �. � _,,�, � � , , . . � . I . * 3 _y. I.'- r. I -! L . . _; t- _____ I - - , I - -_ - , lf� 0, al'o . . a . .., . .. 1 I , :. I - - - __ I . I . I--#-- - - - - a. __ ____ - A I . I ..... , , ... . :� �,` " �.� :,� . .: _`, _� �. 1'�,z� 1, - - � � . I., .��., t�_-, , 01 - , . I ..*:".%, . ,� �: . .. . .� . ��. . I .. 1. . -- .- .. CPq4A WNFL - - I I "__ , - I - - cb, enbe � .9 - - F.L.`TAI , 11 ! " , * " . . k , :,_ f", , . . . . - 00-99-- . r�-1 a 1. 1. - '. . , 4 10-ep C-, V S11 C>w 140.1 . . .�, t,';, : " . 1.11 ......: -`-�� -, -:�� ,'. ,,, ; -, .�. N. . . .1 0.41 -4010 .. CP V , to cat:l 0 I 1�%N , . .- .�t_-.,:%�, ��,,,'.� "": I. �! �� i ..� I . : I I '. . I � , � �. , . .. J I " 11�1'�'. ,.�.�- --r- . -.. I . I ; .. 9 . . I . .. .. 1 .,. ,:. I - C', .. I .,.�.� t '�. I . I . I - - - . - _� � " ' `�'�'�,-",4�-�,-",�'7� "ji" I I .i I I . b I . - .. �ryb ; .1. $ i � ,,,,, �,', ,,,� I"', �' I ..'. I � -*;', :� `,�-,,�,�!'_.,,�Al . I . . TE r - - I I . FILTER FABRIC ITINICE PETA114',: "'.;. "' ,`.�: I . ,a - !�i� I V . . I . --"�, . . . H , e7 - D .. . ., I ,�:.�,' ��3,.,- t. -ca . - , , ,:, .1 . . /-- .-AW - _-,.-qZ o14I 1 I . , I I "i r !,.- �._, �; " �_ ,� ,; �,�:,,�..:,,,r:,',, �11 �: I ` � ,-�; . . �, . , , 1, .� . . . f . . , I ...... � ' I i , I ..'; .� 1�-,�� . I, If --- - - 0- - -a a., od TL.�S-r n M to I � . � � .41 .; . . . � �AA � 4W I I %t I..0 &JOW _ 2 - . I .?.,., -,, �".-,7 � j . . . I - 4.2 - I. ..� . 4 I Fiber FAbrld MS1011611 1110 We 10118,:�,��,'�;,, ,�, . . . . -/. - 3. 'Z- 1111 A"A%t.wr ; i A : ,� . 4 .1 4 a I ,zf'+ C, A r (9 a s - ,�, :� . . . I v t .V L_ . - :' . Use simple& or wife Mas to sllst*-,-'�-ii,v�_ ,,,,,`,� ;,, ��, ,;� ,'.:. � � I � .1; . . 1�1,9 P ( I � ''::,�:�:�"' .�,�. - , , . I. . t I : . - , i, G ",, , n I - . 1. . MIVSWA-r % fabric , .� t 1. I . . . , 0 . .- _. ..---- - � � � I I I r by r by 14 a. Wri � � I I . .. I ! I . D . , I --Fk%,1H*M0' I - - 111�`%Iil`ll 1� -. I C%, . � I 1 �A. S�r L 11 o .., FaNdiq or " I �": 1. . . . .. . - . I"; S AM ,- % :. L . . I ..� - � -��,,�',.', t . -4 . .- 11,70 e"t" 11,111!_`�111 t I I _+ 4 . % 13-99 &-d'dars-P, I 4, ,61 09- - - I ... ". , I 4"'i, ,,-� ql , 11. . . . , - I I ; - .. :,,�', -',I """ , � " "'. � I .1. I � . . .I . .. _. - - - --..A- -&. . I.. . - . -I � /V%Ifq. . � 41., ?�,::.,, ! I ., . I , , - -, I . . N -----..--- . 1i , , � n ' */ 1,/*"_,�", ,, hr,,!:� ..��, - I 11 - . : . . . I I �'. . . . WE-r n n, M-r-MION =4t9E. - Wdir-1 L e . . I : I .1 I - I _.. - 01 : - 13 .. . 44 I I �P, 11 - :,, � . I "'i �� 1.,,';�e�, ". 111,,,;,�:,, . - IIN"01 I b'd ; ��';, - ,, -�:`� '' t, 1. . . 4.010,01 I I . 1 14=14 o I ,�i�;,,,�' 1�`�7. ., . Ca . I -�� I 11, �,l `I'," - . . .. 1. I I I:_ P, ; 'I, � � . I I I I : . 14 . 4 ..0 13 & . .. - 4 . . : ! , ! , Z � . . . . . I I ; . I I * , 4. . / A . -_ ;, , #I _r . / �' - ,.,�;��,,,� -'%,��,',)� I �, '. . I . . C **0 . I i�47- - . . . :"., � '! I I , - I , . ov V 1! TLI 41.4 I . . . , � "I, , ,ZZ "';1;_ "I �� , : ! . . I .1.1 t lli�� _j I . . I I - � I I - # . . I ... !',:i I " I I T "I . � I - . . . ",,! L__ ..� . I ,!,� ,,� � . I : I . 9 , , - - It I 1"'. �, . " " � , v4 . � I - I - I / I --I I I - � ;;;; , , . . I I 1K_1_x:_ I - I ,,�,t�,,l :� - 1, , %J1 I I . . - I .... . . I .%III. I � ,," r I I - . . . 14 --- U.". V'RI-sit -3- -- . " a" . OW114 1 1 . , I . ", "I I , t � 1, '. . , . . V, Vom I . I . , �, .n. - . .. ! . tall _7_1_el�_ . 2 - I , 'I, I I" - I - - . I F Ill K0111prW1 III Ill n , �,1�1. 1, . i . 0 for r, . . � � �1` �,�,,, EXCAY-ATION VFILLING REEQUIREMENTS I * -oil* I'. . .. \/ , I . 7; I Ito 0 lot M I � . ... ry ate '!� , � , Kl�", . . I I . - -a- ..�_._ _.. � ., ..'�-,.. �";�,,tit 1`111 ��,,�-,,',: " , , . . . I . In 11- by 12- trench 1. , � ,� t 't� . , "., . �1'4 \ . I I ... .. . �n . . __�,� M NA44P , . \ I . . . .go.a... silawasommomommommuseuomuiowib"iI oviou �i;i-":,_ 4y ,,, , Soo I t 111-1 , � ", . . . I .1 , . !,: , ,�,,! 1. V, = � /.Sgr . Ll"e. PF's F-)(I" !A 7 . . .. � I., 0"i.; , , '" � KI '. . ,_ I DISPLACEMENT DURING CONSTRUCTION I . 0,16 ON : I ... I . 1.,_1':.'..�- "_.,�,,%:� �,', 2� i�,�, , � I *ifw *114 ps * 'got rye, -um-114.114%. I I I tq. I .�.' I �� ., I ,,, � I I I .,; .. , 1. :",�!��, ,�� ,I _:, . . rylow t . . � . . . I - � 41 I ". , 11;;�,,, - , 71"a . I I I , I ,�,. , " - "'r, . .. , - (allowing 3 feet additional for forming each wall) Z' .r_I!!Nt:Wr_P.. '. . I ! �.. . " , :"`,,;",',',,'� `� - . 4411,01 W.Wmr�i'4 . . . �,� - ,I.. _�: ffl.,�� 1;1 � I)) I , : 6' Max. ;111:, .r.� "' ,%j�,:": .�l I , . I al ,,----� . i � . . . .: :1�1. I., "I -I 1 111. � .. I .1.. . : - - "-,I- I V-,.-:,;V. i , � .; - ..:,�, I . I I '' ;�, �, I . I ; . . I wood ats. star I of boner of ":',,�:':: . . � � . SrA 9"IH CA . � '. - - - - - . , 1 , ,,'� , , ... - 349 CUBIC YADS . 11AP011f .M." , I . % - I . �..,,�",! 1.1-1. !� ,Cl,:f��','-. : � . . .%. - P. '' 11''.p, .,k',�."! . . , : . - . , -.�.`_; ,`,,',�:g��,,,,, `7 � :, :1 I 1 46 . . I rd -,',,,'.;",�,` .1, R�'�! * , I Nior too I . � / . . i I . \ . tomato, steel form posts 't .11 I , , ' � � &!",�,,,,' , EXCAVATION FOR BUILDINO = I 111111 I 1: rtal , ""' !:L i #WWW 19 #_j-% A 144 IX .1 or-+ rye, 'i ,- _ �' ill". �,'�" I'� � - - _ I.i I 11'.1-1 I I .. .. rlbqT�. L-I r- � . . 0 - I- _Tvbl,'I�- �:,- ,�, I . . - .� ". . . ztt- ... -;?. , .1,111.1 I . _ I .. :1 �!, ,, `t� . I :. q, . I . . . .. _� __7__7"_ I . .: ` -.% ,."... "'Wt . . � " ,_;,;�� .�i,"� '�,` AY . :- . L i , 1. r Lid', ... �: - - -�-_:._ - I .1 ,..!,? '... �.,� �_li �,�,.w�,i� , . . It I %. I . I . . �- '. .., .... i�, It .. . . .;�.,k . . - . I . OV,11V 4fd'F6fA, I I I . . I . - ., , I ",- . , I . .." 1� :1 I , 11., . 41� EXCAVATION FOR DRIVEWAY = 51 CUBIC YRDS a . I . T . . I I e., " �. ..,:�r . 1_`�`.?yf_,� 7.", :. . . I* S"r/r - . :* ; I ilf". _.� I . *.!, � ,��,N, * , . - - . �_:. "� -, .. I - �, � . . I � . :4 . I . '."��4�.� .; --.,!�.�'. _ � . - , �, �, . t WMr# of-471t 4 MOW I � � I.. I ", " * 11 . - I I oteirm ~ m Av.vdr. I . . . , I .,.':;,. "Z" 4.,;,�.'��,�,� '�'!',��, ;, :�,` . . . I . I . �'t, ,,�i I "t, . . . � . . ! I.. ;. Atl�"r r,.,J, , . , �. - I � I - ,.-, - i �.. Fiber Fabdo ; ' I :; 111� jP, . I � No 1�1,, I ,, , . , . .:,i - . . . 1: I �! � . . . . TOTAL COMBINED EXCAVATION � = 400 CUBIC YRDS I ;. . . ,o!& rvy, -r. I. - I ..I .. i � . . . Material .- �' � .�-?,-�., ,,, i "' . . e&& . . . - . .k , I ... . ,�. : , , I , , . 1. - �11,V - .t. I � 10 ... ! ILI . ;..' "i - 4��-t�'. 11 "It. ,*r�� ,��-, . . I . . , , 4 t , . . . . 000f "y I � .., . - __ . .- . . � . I I , ,,',,� , ! ., I ,� 1. . , , *,1 ,;. . I ... . t ". . I I I I . ,A _'. � . _�\ .11 "I �,` 1, .1�� "I " 4,�� . � . 1, - 0 " 91 by 26 by 14 Ga. Wh .., � r � �� i .. � I . � � - ..;;� _: , C., "Ill , . '�l _� I .. � I I , I DISPLACEMENT AFTER COMPLETION OF BUILDING a -of . . . -------- -L-.4. I . ..�!�' � � . . _�ffl I---- --------- ,� RAF,A, : �,7 -, " . �%', ; � . - ; \ , '00f.5 , Fabrio or oqulv� �. � . , ,:! " ,,, I " .�, - 1�' I . . . . .. % ,.: :.' � 1.17..�,-:.'i � �i� "',"i � . I . I � ` I I'q, , L' � . . 41, . I ; . * . .. . . . . 1. .1. I -, 1;.1. f I :�I� ,,r, ,,,,,', �,jc� �,, . . /,f q . '. I -.0--f I I * , * I . � ,.. '. ,. - . . . ,. , � , I - I . ; � . ; �!i, :� 1.11 .� . . . . . �. Z. 62! .. it I - .. i . . , � . . i . ,� 1;�'. J..., , EXCAVATION FOR BUILDING 11 = - . . . I .1 . I I . � , �7 1 . I . .:AJO-1.01 do . . . � .. )�.;��2' , , � �1 . . I I I . , �-;-T;, � . . . 341 CUBIC YRDS �11r-_ �-Ii � I .1.. ; .- . . I I -dfd .. I i I I ;WP e_ V ... �: .. * �-��'.i �!�:�',' , � I., �',� .�I'! .1 , , I Ll I �;`11,1 4 , , , , * � � I . I .: � f:;, ,1 , .11 . I t . It I §, �*,�',,��,-_, -;4 : I . e r- . o , '! ��, ; ,,, , � . " . ! , ." , , . I , �1. I- . �,��, . I I ;I- "I I 113 I . .; In ,i-� VA, �, , � - , . . . I ._._...__.1.. I . I " I . Omvw 314o - IN - . ::, t� " ;" "%,"'i'; �-,,i,'� 'i; . �;. �11 '' : � , : . Z: I . c,tsr , P - A . . M.-'T'r W.t ,493 *044 . -1 1� I .0 .. '.. *-.i . I hod back611 I ------ 0. . ,�11 -,��,011 ` *�, �� , �" � NA e� I OF BUILDING 35 CUBIC YRDS e7 , _"r . 21 . I . . , "",_ . - . . � C IQ ., .: I I I FILLING AT SOUTH SIDE I v,rr s.4rj . . . it . .;, I ,rT 0 1 , �. tp . was gravel . "' �g� , ; Airstwem,f ~M no . . . 6 rl,�,� ,,,;, . , . _+ % 6 I , . � _. , , "i ��,�I,�' �',J,`,� " " CA doWd . ... I At 'r11Ar,-x,#&.rA .rhv,- . I t__ I in tronch and on both aides , " ", -, !�' .. 0 * I . . '1 " " ,", I i of filter farm fabdo on . I . ... -�,� 1." ,,,,;� , 11� . . . I A" 9W Ir ".4 01 "~) "" ill, . I . - I . ,.,.", . . 11 �.,t I 1%t% , J$,,- � , I . . . , I ��,�:' "", I I .s. '.*, 6 i . I I . . ,,,:, r I , , " �,�t 1!. t I'- " " � .:,. -- a" Min. '., ,. .�: � .�':, . �'i, i ` o FILLING AT EAST SIDE �.* _. '.I#'. _. *,.*,.;- a . : . the surface .011. r ��: "� . - I � . 1. - _. - . - I I J I . I I . I � I .1 I . ".". I li�,:�,. .1 , , � , : � ,�-111. ,� � -, - - . OF BUILDING = . � . i . ... ,, . - � "" :5 I ; .:1 . � �,�,�,, �1,,: ��. � �:�- , " .,f i I . , I I . . nrcr cA � . -r- , I . . ... � :�,�,, 11-, ., � . 6 CUBIC YADS -VIA . I .. - ro . a . i � : .Y�; "i � (48 1 4- 1 . I 1 J� I - - - I . I � .... - . . '� U. I 94 , , '1:1 . I ��. ,t::�, :,;�'!,,� I -, r , ` ", � . ___w___.__3 _4�_ by 4' wood post ---'P' .11:. -, I ; . . . I . '��';�� ,��,', y", ,%,,,;�� ", �'. . . ' 1, . . i I . I . . . '.. Ali, I � ... _11 � ,�. ,�;' ,��,,,* ,';%,.,t :1 I I . J I . . :, -- * Steel form posts U - - I i TOTAL COMBINED FILLING . .1 = 41 CUBIC YRDS . . - I �, !� ., -,.-r�%... �,�,�, `�,�' � �� , I . . . I 7 ..-- -.-,-. , I i . . . I ,- �, .. 1` I � : 48" RESTRICTOR CATCH BASIN (D 4 -1 .0� . I +_ .NI\ - ,I .6 . I 1. . ,� -�, -,,, ,;�i;�"'_: -,J ��R,� , I " . . . . , . . - ,1 ,,,r,�,,,,_,, , . I . . I. .i*""",.,;l,l","��,;��,',,,�,,: � �� , .111, � ,,, I � I I...= . . % I .. . � . - , � �11 , 1�1,1_ I .. ,�,�,'� �, , I . `:�-`.�,�,i "r I v I I I.!. 0 . - � :��,,�, ,� , ; . -,---" � . " , - � " �� , ", v I . . . . ,: .X. 1.�;%t...�',' �, " ", . , . I "".'t.1"', " ! . I . `�' " I ...'.....% N ,�.�., �� , . . I . . I .1 I i 1. . 1. WI 'Ili � ._ , " . � .I. , �! . I" � I . I . I I , I I � , . . 'rt ,�-`:r,-�,� � f , . I TOTAL COMBINED EXCAVATION A FILLING , = 382 CUBIC YRDS r . r , . � e. I . , * - � I : -'rt. , 1, ', � _ I I � I , . . ., , , . . . . � I . . I . ` ..'. . , . , s . . . . g .. ." � '... ,� , � -1 ! I . 1. . - . . . . I . .: I ,,.�.1'41'-' � . ,_',�� ,",:.r�- � . - , '_ . . '. " . � __� . :� I . . , . :, ; " -,.--,� , " - _'. . _ ,� ,,,�,, t, � , , i I . 14- ,_� I I ;� . I . V__ I . � .1. I I ,�:� , "�� I . . . . . . : , � -7 ; I , , , . . 't. .. Y:. �._� ��:_, .,i,� � . ".., � . . ... . _ - � '. -, , "�_l __ . . . :1 . � � � I,_ � + . . � . . 0 . I I I. -.1 . .6 0 .. . I . . .;i."�i,.-",.,.,�.11�.!�i'.'.",;��,� �. ;. I : � �; �_ , . I 4 . ___ - % '1� �,;! to, ..T;.& - - ... I - I.. _ - .. � . . 1, I i , . %is I I . . , :,, ;�__�"_ ,.*.14� I � 1. . ,.. 9�ylflo- � 4 I % . . I . J.L 1,4616 .5 . ��";: " , , � . . . . . ! . 11 Li4e �_ I .- le!) , I . � , ", ,,,, .'.',,,� L,,� , _i . -,' . . 1_ -,,j_".,.4;;j; �,,,'!'�i�t . � , . 4 - - . �1,.� , ,-,i�,�� + . . _. ,:r',r,�.��,'�Z�,,"�,,::"".," L.. I I ! LIMPI W I I __ Amou"t) I ... ., . a # . �"'%�2 I' � . . 1.�,..-",'V,��,,�., _1 .,,,� I .- � . ! LI . � . I ! 11, _ , � , .1 I . 1. . . -_ � . 119"P. 6* . I I '' ;.,:�,-A� .:�;7, ., , , � it . . - I ... ... .- , � . . . . I . � . I .... - I d P-)(1611. HOOF. -- ------+ . ,_ 1* - , - . , � '-"`;i..'..)""f,��I� ;� ,�, ,� ;_', �, I , . I . . . I I to , I ".t.,!"",` # .. ....... .. j 44, + - 6 . . . 1110 0� . : 4. . I I , '. , - 1 - . I ,�%�� t,,j� . . . . . ,� I � , . . I A I F. f 4 . . ,2 . 11, " . ,. I".— " _:�,,,A , I i I , . __ . . . I.. 'j..;.'�'."L�d. I '. . '. ..".,�".:,;.',,�,*.'�"..��,,,�,��!.�� I , � . Id I I " .1� -, I ! ""Vov W& . ""I�i�11'i I � ". . . I ; ; . . i ar ftv . 6 F7 . I .. .. I I It 0, , � �!'' - 11., �,� � I!"" . 10 I I . , " "i��I� . I ! I 40V I . .. . 1+ , I . .1 .I . , ..� - �,., %, � �, (!." lk", �, , �: I I . . . . I, \ .1 , , ` , :.'_",�`:�'� 4�,��,`,` � _ . . k5om - : : 1. , .. . .�,'." - - I I "i"y T . J% 0 , , " , % 1: - - ! �" i'!B�-�,, , . : " : . I . A .. . . . . . ;.. , ". .t I . IVN I I I.. : .;t 4,��,�,�i� "J" �� I I I . , , � .n� ! . I : __ _4 I I � 1. . I eve. r 114 q - 4 I I . . . � � . .,-',",;�",�qil;. , .f, , : . ... � � - . . 6 . : .. ,.,V,I,il,�!"�_ �,"' , � , � - 40. 1 9� . I 0 - , , � , . , I . . t, , " , - , �' '�," ;:!� . 1. ;-a - i ?_ _�al . I I : I I I . � i .' t's !0, M,"i:�', ',�,%� i,��. I j / + - " R� " -, PV 'r �S� , " "�,�4 , '. � I I .. �iv",*, t,�'; I / j?)1, g ,2 d . . . . I l,R1'., , ", ,t,,,,;,.,! , . 4 A __ - __ . . . 1,� , %�y " . I . � . I - . . \x . ... . . - , - 4 -A _ - .--. . I ..... _ .. � - 4'.14 I .;-, i�,' , 'I "'t. ,"r,,,,'..,,� , .,�� " , 0 �. �, �J", �""., I � .R1411;+:U_. W M 9. . . L � ..6 0 4 it-L. , .1 ,� , I . . I I _. . - - � �, -, I . I I VAI s1r. .* - PIN_ . I ! - , . . . , � ,; I ., ; .FaNC411,6014T . . . . . ., I '. .., 1� fo�_, I i I . _` , * I .,(:3 . # V , , ... I - - �It, i - .. I � � I howel . . . - I . . j ftil"IN4 � I �441 . �_ . ro 1:1144 GMI;Ailt . ... :.4 I . .. - �, I I il,�. 1! �� . . .... .1 . � - L4NM - - I . . 151 , qlZ-1 / . I . � �� !,'�T .. \1 I *-Lj F . : . k----" le 60. r9or L-114f- I ", ,:� .",_,;- ...'a_ I I , .. ! i. ' ' 1. "' .1 .1 I , a-dil I - � . � . . + . '�t - � � �Ph�.� I I . . . � I momm . . . � _LW - ".. - r, :"4:�, ��, , q I . . il I i , 01IF4 a" 1 \ . CONSTRUCTION SEQUENCE .� ,�`��,'�,i;: ,,;,,, I I . � . . .1 I I . , L 4 .. . . . , " � 1% - �,,, � ;,� �,, � . . I � '%6.,O' . . - 11 11- :N' �,�,.,il: i�%�,, -, . 14111III1111111111:111ifte. I I _� I . . . I 1, . . J. . I 4 , �_l �. 1. . - � . - - - I d-L. .0 0, I . . I . . � I �".�: 1, �, , 4 '�'+ !! , . ; I . . . v . I .4 .1 I . I . 177 � ... .. \ .11 - .o. . I j 1. Arrange for and attend pre-constructlon meeting with , .; 11 I., L ", :`*,4-�, t.,� "'t, I . '' ��-'!` " j � !J11// up- City of Edmonds site develo . " . .1 - I 4 - 1'� �J��,`� �111��'��, , I . - �i� - .. . . ; . � I I , :. I - I I 1� '�;tt ", . � I I I I A . I N 4 . , I� . � - I - . . .. , I I 11 4 pment. �, ; L � - ; 1. . I Iq �_� '1 "'I. � , # , . r ,�Y�*,,, � 11 ao� 740 ,�, "I � %,�;"';, T"N' I. - I ". �, ,�, I . I I . I . . I . I - .. I . , .0 �� I I I---- - # . I- I 'r � . . � ;, !:'��, `�,!, ,�,e� � t, .1 .11 . . I . I . -- - Z -- - - - .-,- .- - --- I , , �x!, � I . ew� . ____ - . -Z.0' . ., 6,141CA4 7A �? 7 - . I '. - 2. Call DIALDIG(Utllltles Underground L alloncenter)s �'-,;i,'��!,��.:�!'�, ,;'i'4',, �t`,,' -- I .. - - - CW : I I , , ,',, I I . I . � .10 : 11 ,..: r i. , . I . i � - - - -424 , , -��,'�`,i�:, ,"i;,�4,� . I . .1 . . . .a I lop-I'lell! .. cat . . * .. � :t . it 1-80D I -5555. : I I ,,� , - - `,�, , � I I - 41 " � I , ,I)IO'k . ,-.Jrs. I , 0 Pve-.; . " .: , 0.0 ... r,o. irpor. �� I A I : , 1'� �'.1',,."��li.��,�.,,"-,,�,,,. ;'��;,*�,,,'; ��,U� + . 4 0 46. ,f ;/, � I.. � I V [ - - -, N - - - '. � . , '1� I I , � _+ .101 - . ,.A. , : . * , . . I .0 , __UlNr___110_.GiD._ . . 3. Erect filter fabric fence. . �,%,;,:!�� 1��?, I . = .O.Aw -/ ,%,��!� . __.. -1/ % .- ..;,.I V. _ _... -.1'. . 5.e. V. I h �.I' I . �; , , 1� 11 . %, < � . . . . _., " ,�'�`,i� -- -_ . 7 - -_ o - \.' - - I I . �_!�, ,.,, , , t.,�.� . I . � � I ��,�',, I I , . � I\ J# < % 1.110 L / - ; . I . � �',�,,�,. ��,i;.�--;'� -i � , . . I 6 OF V or r 7 . # - .. - - - - w , . , rK":: "� � ., I �, �:�:, � ,'�, t tl"�`�,�' : . � . I - - -.j- - _! *, . 1. .,J��,t: * , - � . I . . . I . I - 6.-:O,-9-d� 01 R3 4. Clear and grub site. , . : ", , 'i� �,` I . . I I . � . . . � ; . . I- -it . .� _,�,. �1 �,,,�, i;`v,,t � 4 r I . WrWr= -.-� Pl- `90 F a FZ:r Y�_-. U kll�' rko r-- I L. r--. I . . . I I . � �. - , ,, . . . . . . . I I � . -�;':-,ii;t.-:�� t,��,� ,�,z_z',g�".� 1 . : �. . � . . . . . I t . I .. 1. . � .. . . !i�;.' :�,"�. 4`11, - - ... , . ^ , "� . . . 1 2 1 S. Rough grade site per grading plan. I I :,;�i:-.��'f,Z.�� . ,�q,i,-t . . I . . I '.. . .. . ! ! I .. !�, , .., , '. , , , . , � ,'�' ,,� I ft I " o . I I . . . I . .. ; I �,�,.'�q�,' 4 ' . ;` "i, , I '',:I � ,L� 'V'1i';' -,� . . ! ,�'� t � " . . . . . .1 , . , , ,; '#,,,�.,,��, . . ,��`,!t:..,��,,,�i� 1 . !�'!. -�:',�'j �, . � I I \ .1 I . - ", . . . I � . I � � ,� .. " � . .. I . !# . . � ,-�,,,:,,'�� I . I I . 6. Install Sanitary sewer per plan. � I , I I . " ,�! I . . . ; . / i . I .1��. ,, -:%:,�,.' , , , _� � I I . . i . \ � - _-L-L.� I' . . .:' 1, ' ' "� L,"�", �.,� , I&A7 - . EUIVr kr .. . . I . : I I :�.�';, 1. . - jR.' _�- I I 1966K . . . * I . I I' "', !";,��,,,' �W�,,',` I . , S, 'r" ._ 'i i� 't - . I . . . . - - � - . : 4 . I ' ._ : ,� �;_:,..� �',If,,,p At' I I . . _m_ I . . i . I ... a telephone:"itc,' " 11"�r 1'�11� : I . I I I . . . . I .. \ /-O��'a- I-lHr- - - . . . i 4jkr.0 NNI-f . - - 1 7. Install other utilities: storm, water, ga to I .. ", -'�'rl,"� " � - - . .---- I . � . 11. � i �_: �;; 1� _1:��,'� �,`-", ,,Vlvf �� . I __ :1� : - i - I I W I : e , . I 11 �.�J,,;'�'e"j � ' . i 1. . I g-A e . . . . . -::- . . .. , . :,;! ,?� 1� , IR, : .. � . � ,:: ,:, , M, _", t) "F " _____ � , I N -___� 11 3 i . - . : 4 . - . . a 1/1 . - . . Final grade and pave. . � , , .. - .!:�' I 11 ---------_-...� .,CD. I - ... . . - 8. .. . . I . I . I . . _�k 4- . . . � I i�,�F ., ttl!� �. +. . Ij . 101-5"Es. . . . . . . . % . . . . T � .....1. I I . . 4 . . I .. � 11., . � . . ��, �,7_41 ,Ea" I I . . . I * . .. . % .. . . . � �, , ..6 t.. . 6. 1 - .�':.'_� ` kR,, �`F � I I .(."':� �j, , ,��,;�,-o . I . . I . . , . + Z , ! N9 . - .,# %. 9. Hydroseed, mulch, and plant Ian dscape �, -�' ,,)�'�'. ""t I . . . � . . . �. . . . "O. , . . i . . . . -..-.- . . . . - � , I 6 6 , ": , . * .. .,: ' � " .. ! ,",�, I � �11 " "' I . , 3 . � I 10 a . . , . I *_." �,,��,��:;��'��',' K`1,�� . ._ � , I -1 Im. .b4 . . . � . . I .. . .. . - ._ ." 4; L-� �, � �,� �;1`71N!t� " . . 0, V ?Jvl W,k �,; ,,, : . I ft lf--�T_ CO P I . . . . . el5q � . I o' a . 4. . b I I , I I, dx �k�_ . I 10. Remove the remaining leml mentallon control '. ;!iti,` ,4`,k, , . I . . I I 0 L; __ - . UNEL * ! . . : . � I , :.. 0� . 3orary erosljrdsedl* llt� " �,,.11 "I I _1 , . lr-�� . . - I . ,�4". .,�,,�i; , t I . . . . . . Z__� , , - - - 4 I . 1525-4 P- A�j - 4"11111 I-- - !!�P_ eAe�a) .1. . . 4. � Edmonds site �'-*:: ,,t �"_i. I .. i - : . I " . . . . - . 11,0 . only after the site has been stabilized and City of � . 'Ir . , . . .,. . . I �p ! . ..# I I * '2", , , . . . . . __ I . .. . 0 I 410ml- fl� - -1 . % .. . V) f I 4 .. - I proved the removal',m:., ; t ,�� :Rfi . I . . . . . . il. , �,J,:� ;.�`�, "_,Iz�lt f . .i ... 4 I * , ... �, �� !! . I . I '�! / - 'o - I . I . . . q I % .1 : . . - ..?, ''. ,:'!:�. '. L" I , �f I - I . . . I , I I 21 . ,� I . . - I development Inspector has ap �1;''�L'�,��", _�,,� � . �, , . . 4 I � I I r I . . W . . I . I , . I -.0 . . ..",-, .,`�,,, , , , . I I . I - - -_ . , U) . 1) � _..�,".od 4 F �r-- . . . 11 . ... I .1. -."i"i I :� . I . - = . 4 4 " " , " "�' ;� 1�1*.11 + .,., . - . 7-S . rr rive- _,_ 6 . 'r.L. � . I . � 4-i - . . . I . %of Vvp - 0 ... .j 7777. 11. Clean up stor am. Do n us a merit oiite,'�:' r . . 0149 1 - I I I I . - . I . 111), , in drainage syst ,� I L,i,,i , ___ - - CV -VA Tw" =1 .. - I ,?�', 11 : . , . : - - i cxc� -� Ll ''I I t . - - . . I - , . - . 4 !WT - I . � V o . . . �.. I I ''I . �� I � 11 , � - .I � " , L . . . , �,., i Z - AP I 17 1��:, , . ,I , , I - -��_�_--- - I r � �., ____ 777*7_17r., "I' , �.` ��FV' . . I. " , _ + 11 - . ;H . , . . � I . �� 11� I .. --� W . I . ! / . K"O. (:o . d>.4�> 5 )Imp- i 15_-� . - , . , 4 % 0 . � . I , . , " - .' , " �; , ", . I . - ..-. . 0 -Pill-" I I � �� .; + I . - - OX - 5.&/.'' +� + 1. . a . .. . . � I . P ,. . . I .. �;�,::, .J!",.,ill.' ,,�,),;, �:_,��:�� - - I . I . I . . . ":. ,;" "',',.";!�'�,��j�",�� 11v . -11 . �. - 1 A . . . It,.!rlv- .., I � 1 ,� . tl;/ _216151/. -3.-s X . I , mecr-reo 511L o o . I ,q ... I ". .� ."..".,.,�,','�,��,�..";.',.�,,,�i�.i: ��,'_1'11.`��'��1111'1_ � - I , - .. , I ', N ,�: , I I , 71; . 15.1- - - %, I - - . . Zo - - ; . , . . � F I . I . . � ... .1 � I � .. . - I . . . . . . _ ,,, , I , . . ,I - - � � -W- . . -� . I I .. .., .... ; . ,, I.;,- � f-'.� ". ", , m . I . . I . . . , ,. , i ." �,, � I-V � x< �l C.- -. I IP =15. L,x I . INA00r. - I �, *.!'., .. ;1 - . - - 1� ell - - eMft 40, , All-L'A . . . !, - "; ,,,, , ., � . I + . 4 I 1'"M rit G I . tt 11 I . I 1. o i ,0,TM�xCA',�V�A=,n-,-jD,`,j1 , . .. !. I I ., . " ",.,. , �,�.P.4��'I,r,�'..! ':'��.%*"�'i , , I W";4, _. .. . . I., . . IN . - - 1- Z " , 4 KET ELI + . . . . .. 1i - �-,i,,,�.�-.!,, i'Y - I 1, ?�- .1 - I . I I � : I . � �� . - . I � -.1m . . . . !� . , . ,',:!�,..-�,,,',!-�0',�"-',)��:,�,,�'i��,", �, _"l�l��i;'.'�"��,�',�","'.� .,��;, , , id m - It _)t - I . . . I *P- - ik j, .,�. �t '. . . . .� .� �, ,� " ";, ";", ";", ,;",�_ - . . . . - - &_ " I . . ., . , , , � ,� 7, , " ,� , , , , , __ , , g �r " ., ., _ _ . . ... I . : . . eo.. flFw:)f>_� wws P1Z,::;)j-1L_F.- . � -) . !�� . FROP. L I . I - . =Wmm�a� 4� - . _; I . . I . +�, .�, 4 : . ,; , ".) " . I ., �% I . . N15- ffre-VMLE. I F . -tir I . %. F � , -�- I , , I . . I 0. -11. 6.0 -, . I... I I � .:" ` - �'_'P; . :.� . . . . . . HeM�N FFWt. WHISr , 11 I , , tl"'11��,_TI�4'4 , 1� �;t'�� I . . . . . � " , � 1 :, . � 11 A . . . W-01. Aw 4. :.! � � , � � . 10'�O' . , . . � :�. I , ,�-,-,"��`,�,�,,,, _�q' ,� .111' %_ . I . ..i. .. I , .. , '. . �� r, *? "'I I . ,j� , L . ; 6 " 1. .. .. e - , � . .%: � - ,� .� , .,t M 11.;�j�'tl . ;1. .1 .. lot 4 UW-4-1 . . . I . ;"R, " ,�,, . , . . . % . . .Ad -1 + I . � , . ;,.1vy.1-,. �(,t,,fii'! I . � i . out rzrr. 51 kp_- \_ Aln% "I tz" I , .. . . .kt�-;�,':�f -,��,�Pnm . : . : . ;t'. - 'i.�.,.,;;g.?��.4"L,f�.�.�,!,!:�,,,,;,�, t . Imptdills. pew� I . I . I i I Iii, �,,,i_ , , '�"`� : . . . I F-&rpl Iv.,011 . . ; S4 MWAI- - I . I I . ; , , ;", .� Y.�, ,� wt- ... , ��-,:�',1,�,'� �,i,qx"� .. I . . I I "'. ".�,Q, _� I . � . . I ALLA�� . . L i;aI!__.P9rr. 0 , , #, * .% jo .. . ! I ..;, SO �,:_ I .. - . , .. , . . I . . *1 - " 'n�.,�;, -.'T,,�4� SM �,,�!,,",4'ro - �, . . . . . ... __ � &I . 6 : . . M45'. . . . � I ,:� .i :!��;..') � � . � . . ,�, � -'��!"�""�'�!'�"`�': _'�'J,"' '.,�Z' - A I - . I , , ; � ,ft � " . - . . 4 � % f ; , .1 . � . . . . . ' _. .�t,,�,%" .. I I "WA-M . . I � . . , , , I __ . . . : . 1: �� . : " � , , . . .�-.��i , . . . I :�* . .; . . .1 , I . . . . � . -1 I . . . . I - ! . 01 . - . . � I . . :, . :* ",IN! ,�; P, �� - , I . i I I . �� _.-.-"� -;,!!j; �', _!�.!,��.�� , �! �11.! "': - I I - I , � . . . � . I - . 1. . i � .. � - I . .:,. . ': '.;,�",-"i�:"!,:s,,,�;'� ��,_ � , . . _)�Awngft; '� .. I .� . : I . : .� , .:�'� " - -f- - I 14:1. C�, --�v� . . I 1 .4 ' ,...'� � � %9 - -I. . .1 . 1 '� �,�,-,�,�,,' , I I I I I I I 'a."11110,18 �� Nl,-, � I -- . . t L, a " E . I . .'' I .�'. K ,! _�, , I . . . .. . . % . � . . t5:>Er5--r * P%4- - _�=,�! -1 - -I-)P,s I I .. - . . . .,! . . 1. ,,, - -, , , , �! _ � " . . . _-,;:";1.A�,:;, _!�'. I , . . . . j941LA�PtR WISIM, I I _--o"o--oll" '4� 1 . , L..,.�-'..'�;.�?;.-.."�,�'!"�"I'�",�,,�, wx!� M�� 0, .. ___ IL, , , - , " -�` - _ r_)cri it"n t4a o � - . % ) W , 1 7( . I � . , .1 � I i- - - ,,,,,.�,�,�,��.��,�,,�,'�,�'L"�.i.�,-, ,�, v�. I .. . . "7. . I . . % . ) tr,mq . I I . . ql . I I., . , - 11 � , � " I . .j � "r, :1*%`J . INO 'pr- ; . � . �,(qlV ': . li� � " - . �. ..� **N1 6.1 w � Z:_1 I . . . I I _� .1 � ,,.' . i.. + I" x 1 .1 .." * . - __ , , 11 . . , Ili;11�1,�1�11'!11114'111� 1�1�11�� -q 11 44 , `:it:;iiWCA_ , I I I ;"MR . �'�-.s id'. . (Vilea3l " 11 � 3: - . . I .- , I . ., . � _�.15 ! . .. I I . I WAS 1C / I tL.. 1.,5, " - d levi-5 ... � 1) ,,, . h: . FWr,T TI!M ,k� MMCVe_ gyc5-r lmr,- , - I, . I . . I , IV_ krx I wavooftwoosow. io."..6- - - � � 1.1 1. .�. .: , 7 , ' %" - I / I b% � . ! �� - . , """ " ,k4 �V 14 10 _ A I le ,, 10T. FE,AH-nW () --- --- k., =- 7,71 , �"" , I I ,,',�;11�1, :� . , . ; I . I . I Allhad;_ _. __ _....+ * im lfb - , , _g 12 I . . - ) � .1, �� -_ I 0TV-IF. - ."i" ,�.V�,QAI.11 71:;�.,,�� , ","', I I . . I I , � 1� 'i r I -V . -aqAL4- 4rr . o.;,;& -� j � , . ". , , , ,�,� I, � . . ":fikf,y.,!��k, , r .�, � , ri�.��ill'." 1 IN , , I . . , - , , . '"' .0 + . � 9 . - t:01. 4PI`4 .qmn 0el-r � I AkTD t2i%Ri*0-�IIA I'M ,In , "."i, �,7�1 . 11 , "I to I ' . . . . 0 f --o-M � �.:-j..P. 'A.; '. , - .- -Y Gio V� -, �, , � , , . . c . . laf- J . 1 4.0 . . 14-d : I _0 .1 . � -Z " , lk�,_,,.��J, 'i I'll 1.11t, I . , - I d-,:00 , . -W.0 I : . . I ., ";i . _ , ,. " ;.,�, �'. �. , : . ��; �&,V$'A",., �:!, ,iji , if- . I - I / -I- . I . I I . . . , �. L�, 11.1 �: ;i, � , ; .1, . , . . . . IP * , ., A , -, !4t'.�`,`,� I �;,,�ri,, ��'i;, 1,.,�� ., , I 124V�0-�,- , ,,, I � I I No".J � 1 -.1 * ]� f V. �� ,:j'N'!;��, ,�f,�k�K i -, 1+� � 6� V5"+, ,I '7-�-'4% %"'+i3 �T "I j �'�".'p t').J"'�?" "' � - � . - I - , � , , - I � . I 4 '' , i, � �'i. � I . - 1 43 1 . o .11', �� 4 ,;,�, . " , t I - �.,�.�,.";.� , A '9� -**, r 4 , - TV, j '11�":, I I I . � . �. . . . -_ -_ - - I . �, I` I )r�*�4_0 l!1 * _ - ` , , ,�'; I, I . __ . 1+1 -�. emt= , , _ , V . .� ." 'Z` ". .., , - �" , " - , I � , .. 1 400C2 1 4. + , . � -c'. , ., : I" � ." - 01i; - . . . -:, ( 4 .-� 4 , Zi I V � %', �1 .., " ," __ . . -, 153, 2-,/. . 1.04 I - '.. c.. ; 1-,%,i�,A. ,'i,�,�,� :',*��'��",� '.' ;, 'k ��,[�,., . : .I . . I . i_ " ." , 11 +;- . - *t�`� 'k . _ - ,%, � I . ,r>.sl X . r . -7 --- MUMIN&-11 _11AAKARC" - 16FAjt:; F-43! . . �;.. . -.,.1�:,.11..V. _� � '. ti g 'r, * ..��., . .: � ,!, . . L . " . . ., .,. �. � �,, q., oj 4�_;'j� -j� I . . . - . . 61. P5 :--.11 0. -6 �/. I . _< %L / 1-11 - L . . .. ..".j. , � . I - ( I � %':2, A/. ; l% I . " , � , "", . . . .- . I - .; , .. .; .. - -,�; , 1. I . � �`.i, I - - NN! . . . + _ , � . .. � . tPlAl __ Irl, 1. . � . . . . . � I I - tt� r,)(I .;-%-�---,;.-. �o 0. I t - .� . o . I . , I hA+17'4 I. ! 'It. '. , "f . X - - - / �., ,,,,-`:,!�,,!.`�-,.' � Q1j]$,-' � . . ; I I ,1, 1% ( AL . __ 1. .; �_ - - - I I I ...- - . - - , , e �11 11 'J�;"",.�,_,7"�'."�,,,. �, �� 01" ____ #q`1 , i , --- : 'I- 5, i ,�� _ ,_ ,4�, ,.r,,,il�j,-� �'ii' I 4 I . . 15)(I . . .1 1!1 �t t"t , . ... .. , , . " . L I ,;:, 1 I I .. . .* I ! I IXFIRIO 2/24/ 9.1V . tUlG;r-C..0jxp'6U1TeA t4 1 . . . .. �, " '. !, % r. ,.��. . :"' lq��'; ,'�,'�?�`." ." I : I - i L----.t . `."I �: 4.�. . ,r, , , i """", �,'., . _�,��v ; . , .1 I . I 'i I i�A " - '�-!` I . � 1. . I 1. , .. .�'t ,�, li� , -�,�,�-,,�;:!, I . i .. ...a- .. 4 ,.'.# 0 "..;A1 I 1; ,�,t� �' .,t ,�,��', ", .,,�;��T�� ''t , � . + - I r , P - ""' , ,! , 't, C)CD -b , d-�'10 * I "' * I ` I. I ` I " " , '. - 't. lk�! 04 , �, 2] z, I '. I - f RM''Im" I_ 9� �,;�. 1 'A� *1 7 r ;- - 1. 111 ... I +41. -." kt-.T �Ar - I t �,, - � (�) - - . , , . ulf-,-, r , , " I I , I � L J4 I 144_� 1 1 .1 Ti I N\\, 9 / , I I I I I � . . � � / � , ,__6 - , - W ;.A e. - 0 . I �- ., � ;;,.� � �� , . 1p�r :11- J_��(:�vre*�-.---__. - �- .. �.` I..: . . . 12919-f 4 _______-_w:_ ! .. . I ,� . _I_!11�_eq1.C;7... i 7 . . ;. - t. I :t�,, q I... . I j , 4 leam.w_s - t5 I �__ _ - 10" 0K.K �� 1,'!�,*�;Tji'�',�,!t ;%'!��,W . . "= PQI� , * 3 + ; yl_ I Uw . ..5-Afar 942f:1M,F7j" LAR5 fWf2TLE V%dr-1w . . I , f� - ,_1 � , .. I qk. E " (� .1, . . . E __ . . I - .� . /&\L � -9 1_1_� _� - - ':�,:� I., I . . i A ;01;. 9 . ' , , ,�,,,.�:!� ,T.-I,,�L . . I - . . ........ - - lv.;;� � I .. ..!. . . � , 1�'4,:-.',,.�,,,�-, ,� ", ", �i� �'�_ r�,'� :�Q!? ______ - �, , , , " . . I NEER �--. I.. - - d q*,,t,�� ,��,--;,p,`, , �� p, � *. I - I 0 , I G, I + 'x.. -.:!��.-11 , � , *1 .: 'V-,P,,*1TY.EN �1 �� . . 0.0-1- I ... !:'.;. . 1, � ... I ; .�!� �, ,',,.' .. I ... . . � I I I .. I I . 111111 ___ - __ . + I 1*�' ro., __ �,�,`,� , - - - I, 1: 11 _ �__;,: 1, "" . I ''I�..�11-1--""-"�-,�,-,,,,..!�.l.r.�� _ 1-1111., _...._ .�, I .. . ."'.", 6�7��, ��i,3�: . ', ,I I , , . . - � ��111. , . . . . . ! - � ; . . . . I . 1. - " I I I . . . . , , " , � , .111, . . . . �' � " tt: I I . . . i . I � ,,, � ,�, *, I '� "' �� . � ; ,,.,,j�,,-;�,-,,�bc"',' , " . . . � I ". .. . ... , ."... "',."', - 11 11,1_..��.�tl� _ . I I . I : I - ,?__ ": - I ". , 1, I + . . . , �, I , . � . : , , ". , ,x�;. . ,i.,. .; � " . i . . ,-�, . 1...,:..,f,;_ I �� . --...--�,,,�l,,-�r�Ill","�,,�,,�-.-.i - � - - � � . . . ::,.. � .17�i. 0",�', �".,-�"I'�*!,".�'ll,��f"�,�,�"L""",-,!., ,,,� j!, . I a 11 __ . ..". ��, � 11,U�._ - . � 11 . . , , PA�r4roq - FLA- C,E':" , ,&, .r---Oejfi��:, I Jq I' . . -I 04T.'(�OWP451VA LM L..00 -A.Wo - . .. . .. . . . . . . . .r ***rro W 6[p� E. r__7 . I 9*0 P11\ : . , 4a� . 4��:90 � � . 5_PNOWC21457) wk6HIN640_01�4. , - - i . . . misom == 111 I I I . . . .. . . ..Z ., . .t...:: . 0 ..., .. . .... I , .. v. : . ... 11� , - ,,, �, �,�A,1111'1 " :-,� . 1:.. . . Jill . . 1. ... ., ,J!, , " -V,:: - 11 , �f, 14, t �,,, t 4A_ �i .. , -,.', � t �;�, !-!.,�� 4 '.��o � .": - . " . i, ", - I -, - 1�� ,1,1-.� ,�,,�l 1. - ,i� �',`tk;�'j ,. I,.",.. ' , �,,. ' ;'�".',* . ".L�,i�t !. �. '. .. "' �;I�'�, �"'�j' ,:4 ` `�',"'I�:, �,, , 11;�, , �,� "�,;";', ,�, , o� " i I .�%. �: . . I ,qr�-, ..,�T + t�,_ , �, P�, t-, . I 11 � - ""; " " �.. . . . .:.!, i I :' - ". (4'f " . .�.: .�': �,, I ,,"� ,; , ,;. _ ,;� ��5j . I : . -.,. - . I , ,W,.: I 1 tt 4� , . � , -, . , , � I , "i � 11 ,� -, � I t", -"!! � �t, " � " '. - . ... , ��, , 2 , I � I I,- , :� " � � j I �T �r' �1;:�:� , , , � �' I �71!�, ,'�il 1. . " , � � i . -I'! `! IT"! f . .�', 1. ,o,,��, t!'- � I . , I I , , �, I -_ '. �. k,f,l �,,,( It . X , z z .1 . . .1. .. i . I � I - - 1. I ., - , . _�t_,� ,� ., ,�"J.; r'..�, . ,�; . . , "'��,�!�r'.., ,"� ".,� .1 , x:t - , I'� � , , �,., �*�� 1.11 ,, " �? ��',L � , ,i,: I !. . . . +. % . . " ;,.-. " - I ilt, I :_� I ,.� i " � I '' ""�, , - . . -r - � i, - ..., - 1� . ",I �.,-�,',��', - L� a - ,� . � L . n I , . . . , " . 11 . ,:; 1, :.,F.. i ,. I r, . . .. : _ ,�, ,:��,,: . . - � , , + , . �1. , 1'.':+ ,',.t:, t'! ,, J�','��%',' :, t�', .1, , ''t - , - - � � . "I I :1, ;, . . . . . ,,, ;,�l , x� ,I�� ', , '' .�,, . t2ArroH .5-r. 7 0 1019 CL 4101 ES L -1 t F-L.- S-0 -------- � - -41( . I _A; A -A' e-jI, Z /71q�1_11014 EXCAVATION & FILLING -REQUIREMENTS DISPLACEMENT DURING CONSTRUCTION (allowing 3 feet additional fo., forming each wall) EXCAVATION FOR BUILDING 349 CUBIC YRDS EXCAVATION FOR DRIVEWAY 51 CUBIC YRDS TOTAL COMBINED EXCAVATION 400 CUBIC YFIDS DISPLACEMENT AFTER COMPLETION OF BUILDING EXCAVATION FOR BUILDING 341 CUBIC YRDS FILLING AT SOUTH SIDE OF BUILDING = 35 CUBIC YRDS FILLING AT EAST SIDE OF BUILDING = 6 CUBIC YRDS TOTAL COMBINED FILLING 41 CUBIC YRDS TOTAL COMBINED EXCAVA-?,"ION & FILLING 382 CUBIC YRDS &0- ffF,,r-,P- L-IQE �F�ii_E_r 11 0 wE��;-r r--?-n,PaP:rY. Ljku:_=, nzr*-iL_r-_ ,.Is 2 J i�; I 1 C2. CIO ;75� r L$4rz. FWf=TL5_ 72-75; 1 ':LY_F_'E: I-L -7 --eirzoaNp. Fri- L_INr_ r--L.. 0 L.. eol-151- F�OAPWAr f "5.V C /A P -.WE:-r FIFE, Pr,-1r.,W110N :5�eT �4�_tH FROP L-IHI!-= fP::)r1LE 111.e 10.0 F�r__ 12 1 L� P 19. _f9 1415W ()NPI�Re � ieele4 H D \N (1!5! W I M LOA7,fif L 1114 f!i <-.o. e.0 f o c<j-rL_ . e-r r, A"A'uT ro I H..YyovF-?4 F, N I r- S N C_ 01 f\ i T ZL] =00 NF. P u') LIK6 OF! 15_-)� 15sl t .1 eq, v ps d�; rvr- -ri &P-i L4 w- SrA d,411t' CS. ZACIVeR TrePJr VWeA40W111J3 4f"^' r-fq. S44CA- IV",V 1T.4re /S Vow// 0 0 Alo -!�,v -Tt lrl_14_f�1117r Cl/I vef r Wx .1,618 014 -.1 dr iqC5rffC7Vf A4,4xf 2V Vf &.Ve144 S",' (rY�q 94. (48-01A. ry"A 2r CA IL 48" RESTRICTOR CATCH BASIN T ........... 0. ------------------ t 4- r W IM, 9: 2 1 1/. 4 6 0, rkor L I W F_ STA]3=F-D CONSTRUCII EWRANCE D/ 40'r 'r o". R - 25'mln. 12"m1n. 4'- 8'Quarry spells Provide Full of Ingress/Egr ss ea Ido H. FILTER FABRIC FENCE DETAIL Filter Fabric Material 60'wido roll Use staples or vvire rings to alta" labric to w1ro ,a 2'bY 2"bY 14 G Wire Fabdo or equIv 0 bury 110M 0 ILK Mato In 6* by 1 2* trench ------------------------------------------------- 6'Max. [��by 4* wood posts, standard or batter or equal alternate: Stool fence posts 1 i;j Filter Fabric Material 4 io t 2* by 2'by 14 Ga. Wiro Fabric or oquiv. 0 C\j t9: i l3rovide 3/4'. 1.5- ja washfad gravel backfill In trench and on bo sid of fillor (once fabric on the surfaoo 8" Min. 2'by4*woodpost All: Stool lonoo posts CNI;16 Cj CONSTRUCTION SEQUENCE o' 7 . 4 1. Arrange for and attend pre -construction meeting with t4-r City of Edmonds site development. Ir.: t4i em P CWA r- - 7 r5-W-45 - C491r. 2. Call DIALDIG(Utilities Underground Location Center) 1*0 60. MOM 1 1-800-424-5555. 4.0 Erect filter fabric fence. �_ zi� 4. Clear and grub site. 5 _S . I . . . 5. Rough grade site per grading plan. 6. Install Sanitary sewer per plan. W 7. Install other utilities: storm, water, gas,'power, telephone, etc. 8. Final grade and pave. t-ve -Inicoai+r. 9. Hydroseed, mulch, and plant landscape. w1kil 1b A" - 41 JA I d j 10. Remove the remaInIng temporary eroslon/sedim enta t ion control i only after the site has been stabilized and City of Edmonds site development Inspector has approved the removal. 4F 1C. r FIN TW" 151FICYT-1 'r. L 11. Clean up storm drainage system, C)o not flush sediment off site. M x ao K 511 "'MAM, W eLl -715 WNLr 6e.-O"I e z :I 10 rwi z-n Na V1 Af i� ljeLLOLO�/ WAS L4 0 D myo/[�_ 1��41151_11 T `&P �z -'PAFZ STA�LA_;_ M d_c; bollrl�w ME!a_r eTIZI P. tr 19343 RECEIVED -7- 0 mpawka, vtAI SEP 13 1' 994 nPIAEs 2/24/ 95 x "F� PERMIT COUNTER _0 712919,-� CoRm ):-:x 1,2'* F-ewl!44 cL -rc 'A e, AlrA APF 7 MMMU==MMMM LEGAL DESCRIPTION: LOTS '14 & 15, BLOCK121, CITY OF EDMONDS, SNOHOMISH COUNTY, WA, STREET ADDRESS: 544 DAYTON STREET RUMONDS, WASHINGTON 90020 Mo.- .. .. .. . .. LF ARCHIT ECT -8041 -IONE: 771 8000212TH S.W., EDMONDS1 WASHINGTON 98026 TELEPI JOB NO.t t llb-\ [k..kJ 5w I T 60� ��M I I m e%+. Or- 16). , '.�o . 1 �4 RUBM It Ac eij� H l&o Ff A&1�4. P_Ho*P::5)mop'�wtJ "AAoq-rAqU�5' Xj� M01`405o .."rl-ePWt�P-1qc4 (rH60e-Y" PAIA. 6'e4p-6 L-105- Cr_rl. 5_-tAT!; 00- _m9r &CAM4*�otz 4 r ,4,.l f4 1,,l 6� Hlel 65SPA P_ Fr-Q6t":l_ ne'-' w M F(JT* RSA, As E��. L 5 A5 L�it-4Z le2. CV1 4- 4 lot- Q f kit f sz. 10 w ++ r?�Pllell" CAArS, �5 LoM MIV5WA'�r 4- t:XIV 4— — Llwy. a:lP egt e, P<31 WNS !�f L 4 J RCAN F- IY.'r.*.- NEW 111mm IL *0 % P4� 0 010 + + mll 9.1*T -ro 4- -15X LA 0 pr:2e�- A, Ke�-74W P r-i,:�7vFii�_rtA4 T_ cin-erz eq�A,,=,Kpe, wA. 1;',� ACCA'X49-r Ho. 4��F+Z IZ 10 l4ele, REGISTERED ARCHITECT JAMU R. IRWIN i IRWIN & ASSOCI Arlrl"s JAMES.Em, Z-x JL ARCHITECT 8000 212TH S.W, EDMONDS, WASHINGTON 98026 I'ELEPHONE: 771-8041 I v f D J'a 2 msl'tlz�i;T -7". P E':� 7� T C 0 111 E" STREET FILE