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21310 Highway 99 - BLD20070789_Redactedf (Cttp of eb onb� DEPARTMENT OF BUILDINGS TEMPORARY CERTIFICATE OF OCCUPANCY T t tC" t W I er tional iII Code ction At: 21310 Highway 99, Edmonds, WA Building Permit #: Occupancy established by this certificate: I Dwelling Units: **N/A** S2 Construction: 1113 No. Stories: 2 Basement: • No Maximum Occupant Load **350** (Per IBC 1004) Room c�appacity signs, when required, must remain posted at all times. ��Ptvr�e'f`G.S- Owner of Building: Broadus 619ft LLC Address: 21300 Hinhway 99, Edmonds, WA 98026 THE Magic Toyota Parking Garage HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE REQUIREMENTS OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED. . Issued this 23rd day of May 1 2008 TEMPORARY OCCUPANCY EXPIRES 6/23/2008 CHIEF BUILDING OFFICIAL BY: This certificate shall be posted in a conspicuous public area and shall not be removed. mutilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official. ♦ / ��``1,,,1''', e,'1' ..,,,,,,/rI,'' ,,••,,,,,,,,' II``1'1,/,'', e,11'I ,,11/' ��1�tYy''��. nap•,}. ,`aW,. e,1a1r•,. �,,111' I,,'I' I`',11 I,,,I' I`11' .``1II I,11', I,111'' `1,1'' .,,1,'' ♦ ' � \V W kv I • DEPARTMENT OF BUILDINGS IF r (:erttft t4t1'9't10naQ1I1d(icg, Code Ctlon At: 21310 Highway 99 Edmonds WA Building. Permit #: BLD20070789 Occupancy established by this certificate: Dwelling Units: **N/A** I No. Stories: 2 S2 Construction: IIB Maximum Occupant Load **350** (Per IBC 1004) Room capacity signs, when required,'must remain posted at all times. Basement: No Owner of Building: Broadus Properties LLC Address: y21'30:0._Hlahwav 99 Edmonds, WA 98026 THE Magic Toyota Parking Garage HAS BEEN INSPECTED'AND` APPROVED "AS` COMPLYING WITH THE REQUIREMENTS OF THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY AND THE USE FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED. Issued this 3rd day of June 2008 CHIEF BUILDING OFFICIAL BY: This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official, Nrt r. c t t t •••, r.• s•+• s•, t++•t ti• r.•. �t >•. +�•, +t. +t• ti• t++t Jr'•• Rt h•• .s.. s.,• t � Ouse,1,,'-i�,,11,,,,'',, �J��7 .,1'''' S``'',,'',,'' .`1,,,' i��} .`,',,' .,1'',, S`T1',,,' it' J i`,1I'' i•� i`t,•,'.' ��1 ST• it' i�•��t= i-1,,,7 i.',,,J s��j ��} S,T,'1,' .,1,/'. 7 �1Y� �Y!/ �11Y!/ �11Y!/ �liY!/!/ '�YIf!/ VlY!/ V1Y(/ VlY!/ �1W4 VYIN �YYL/ �YY!/ �lYv/ �Zil(!� �lI �Yl� �1�Y!/ �ylf!/ V1Y(� ' VlY!/ CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED Peirlinit # BLD20070789 10/23/2007 Expiration Date: 10/23/2008 Project, Address- 21310 HIGHWAY 99; EDMUNDS Parcel No: 00580700000605 PROPAPPLICANT OR MAGIC TOYOTA DAVISHARDGRAVE FOUSl1EF. & ASSOCIATES CO INC 21300 HIGHWAY 99 130 LAKESIDE SUITE 250 PO BOX 3767 EDMONDS, WA 98026 SEATTLE, WA 98122 BELLEVUE, WA 98009 425-775-4422 206-325-2553 425-746-1000 LICENSE #FOUSHAC1580D EXP:8/12/2007 JOB DBCRIPTION CONSTRUCT NEW TWO STORY ENCLOSED PARKING GARAGE USED FOR INVENTORY STORAGE OF VEHICLES FOR A CAR DEA LERSf fl P. THIS I S PI -IA SE l OF A T W O-PHA SE DEVELOPM E:NT. PA RKING GA RA GE IS 34,970 SF PER FLOOR, TOTAL FLOOR AREA 69,9940 SF. VALUATION: $3,636,880 Cu"MPLFTM PERNIIT J YPF: Commercial PERMIT GROUP 33 - Garage GRADING N CYDS 5530 TYPE OF CONSTRUCTION: IIB RI?TAININGWALL ROCKERY: N OCCUPANT GROUP: S2 OCCUPANT LOAD 350 FENCE N ( 0 X 0 FT.) CODE 2006 OTHLR N------- OTHER DESC: "!_ONE CG2 NUMBER OF STORIES 0 VESTED DATE NUMBER OF DWELLING UNITS: 0 BASEMENT 0 1 Sr FLOOR. 0 2ND FLOOR. 0 BASEMENT 0 191 FLOOR 34970 2ND FLOOR 34970 3RD FLOOR_ 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONTi REQUIRED NORTH (212TH)- 4' REQUIRED WEST. 0 PROPOSED 0 REQUIRED' EAST (NWY 99) 4' LANDSCAPED PROPOSED 300+ PROPOSED: 11 HEIGHT ALLOWED 75 PROPOSED IREQUIRED. SOUTIUNE_ 0 PROPOSED. 2 SETBACK NOTES. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATINGCONS7'RUCTION AND IN DOINGTHE WORK AUTHORIZED TII[RI BY ERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGrON RELATING fO WORKMEN'S COMP ENSAT]ON INSURANCE AND RCW 18:27_ 1111 PPLIC N IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR IHS/HER DEPUTY AND ALL FEESARE PAID Print Name Date ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR S(RUC'MRF UNTIL. A FINAI. INSPEC11ON HAS BEEN MADE AND APPROVAL OR A C'ER'11FICA '11r. OF OCCUPANCY HAS BEEN GRAN'I1?D. UBC109/ IBC 10/ IRCI 10. ARCHWE r_1 APPLICANT ASSFSSOR STATUS: ISSUED BLD2OO7O789 CONDITIONS PURSUANT TO ADB-2007-63: —An itenrized landscaping cost estimate will be required prior to planning final inspection in order to determine the cost of the landscaping bond(s), pursuant to ECDC 20.13.010. —The landscaping plan shall indicate one of the specific street trees intended for Highway 99, pursuant to the Edmonds Streetscape Plan (either Acer rubrum "Armstrong" / Armstrong Maple, Acer platanoides "Colunnmare" / Columnar Norway Maple, orNyssa sylvatica / Tupelo). — With Phase II of development, the Applicant shall demonstrate how the project meets the required parking for the entire site, pursuant to ECDC 17.50.020.B. — With Phase iI of development, the Applicant shall demonstrate how the project meets the required parking lot landscaping for the entire site, pursuant to ECDC 20.13. — Design review is administratively approved with the above conditions for the "Phase I" parking structure and southerly development only. A future "Phase iI" proposal on the northerly portion of the site would require both building pem» t review and design review of the proposed newbuilding(s). • Seperate Permits and Deferred Submittals: 1) Mechancial 2) Plumbing 3) Electrical (power/lighting plans, and Lighting Summary form) 4) Fire Sprinkler 5) Fire Alarm 6) Fire Connection 7) Water Meter 8) Side Sewer 9) Shop Drawings 10) Evacuation/Life-safety Plan 11) Maintenance Bonds • REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT: 1) Excavation, grading, & site preparation 2) Soil bearing verification 3) Placement of fill & compaction 4) Foundation/Retaining Wall Drainage 5) Concrete Construction 6) Steel Construction 7) Final letter from each Special Inspection Agency • CONDITION OF APPROVAL FOR ACCESSIBLE PARKING The number of required accessible parking stalls for issuance ofthis Phase i permit is based on 31 surface parking spaces (2 accessible parking spaces are required). The total number of accessible parking stalls required forthe entire site (including existing) will be based on the total number of required parking stalls per ECDC 17.50, and must be provided with Phase iI of the development. • Lot line stakes must be in place at the time of foundation/setback inspection. • All new, extended, re -built or relocated electrical utility and/or service shall be placed underground. • Special inspections have been called for on this project and are noted on the approved construction plans and building permit. It is the owner and/or contractors responsibility to assure that reports are provided to the City on a weekly basis. Be advised — if special inspection reports are not forthcoming, the Building Official may issue a "Stop Work" and no City inspections will be provided until such time as the reporting agency has complied and reports are reviewed and approved by the City. • Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309 • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any berm not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of7:00amto 6-00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Final Locations of illuminated exit signs & emergency lighting subject to field inspection by the Fire Marshal. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINFMMG (425) 771-0220 EXT. 1326 1 F RE(425) 771-0215 PUBLIC WORKS (425) 771-0235 1 PRE TRFATM©VT (425) 672-5755 RECYCLING (425) 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and wbether you prefer morning or afternoon. • &Pre -Con • &Erosion Control/Mobilization • &Traffic Control • &Storm Tightline • &Storm Connect to Stub • &Storm Detention System • &Footing Drain TL Conveyance • E-Sewer MH Install on City Main • &Sewer MH Channeling • E,SewerLatemVMain Inspection • E Sewer Lateral/Main Pressure Test • E-Pre-Water Main Connect, Trench • E-Pre-Water Main Con, Valve Cluster • E-Water Main Connection • &Water Service Purity,>2" • &Water Service to Meter,2" or less • &Water Service Line • &Double Check Detector Assem Vault • &RPBA with HotBox • &Fire Hydrant Install/Thrust Block • E-Fire Hydrant Flush • &Curb/Gutter Form (comm/multi) • &Sidewalk Form(comrdmulti) • &Access Slope & Width Verification • &Pavement Compaction Test Report • &Pavement Striping • B-Retaining Wall Foam/Location • &Retaining Wall Drainage • &Fire/Aid Address Sign • &Trash Enclosure • &Cross Connection Final • &Engineering Final • B-Setbacks • B-Footings • B-Foundation Wall • B-Isolated Footings/Piers • B-Equipment-Mech • B-Height Verification 0 0 • B-Framing • B-Building Final • F-E#inguishers • F-Fire Dept Inspection F-Addressing Visibility • F-Fire Final P-Planning Final 0)% ROSENAU & ASIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 . WABO Registered Agency • Websde: www.ottorosenau.com May 8, 2008 City of Edmonds Building Department 121 5th Avenue North, 2nd Floor Edmonds, Washington 98020 Project: Magic Toyota Address: 21300 Highway 99, Edmonds EICIF-91411. f 12 2I01-3 Permit Number: BLD2007-0789 job Number: 07-924 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: • Reinforcing steel for concrete (including rebar couplers) ■ Reinforced concrete • Non -shrink grout • Epoxy grouting • Welding • Reinforced masonry Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau-Moser Vice President Email c: Foushee & Associates Attn: Gene Middleton MICROFILM ASSOCIATES, INC. Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-0924 Report Number: RC75754 Permit Number: BLD2007-0789 Project: Magic Toyota Client: Magic Toyota MAY ®1 Address: 21300 Highway 99, Edmonds Address: 21300 Highway 99, Edmonds Inspector: Paul Kanikkeberg Date: 4/2/2008 eI�NC `' Description/Location: On site to inspect concrete placement for roof slab and footings for tilt -up panels #26 to #28. Resteel•was1J5. checked by Paul Kanikkeberg on 4/2/2008 and by Dusty Johnston on 3/20/2008. Resteel Verified: Yes Grade: 60 Mfg: Nucor, Cascade ... :: Placement:Data Supplier: Cadman Mix Number: 581081 Slump Spec: 4" t 1" W/C Ratio Spec: 0.42 Air Spec: N/A Total Yards: 71.00 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Design .0, Actual: []; Batch,Weights/Cubic.Yard ', . . Cement (Ibs/type): 470# Fine Agg. (Ibs): 1480# Coarse Agg. (Ibs/size): 1436# 3/4" Slag (Ibs): Coarse Agg. (Ibs/size): 501# 3/8" Coarse Agg. (Ibs/size): Fly Ash (Ibs): 75# Water (Ibs or gal): 229# Admixtures (specify): 5 oz. GLENIUM 3030,23 oz. NON -CHLORIDE ACCELERATOR, 28 oz. WRA Sampling.and Testing..Data. Time Cubic:. :Water_.;_ Slump Air % ,; Conc:Temp:. ;.:Ambient 'Truck Ticket ASTM C 172, C 31 Made Yards Added C:,143 .. C 231 .... . C 10ti4 Temp" :No No Cast Samples: 1-4 9:30 am 71.00 13 gal. 5" N/A 58°F 44°F 248 828071 Weather: Partly Cloudy Slump Range: -- Air % Range: -- Date Samples Picked Up: 4/3/2008 Initial Curing Method: Excluding ASTMc31-12.1.s Initial Curing Temp: Excluding asTMc31-1o.1.2 Comments Switched to mix #581083R after 71 yards was placed (see report #RC74964). REINFORCING / PLACEMENT: Conforms 0 Does Not Conform ❑ Specimen Test Field Number Date Cure 1 4/9/08 `=Discarded Tested in general accordance to: COMPRESSIVE TEST RESULTS Age Size Area Weight Max Load Strength (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) 7 4 x 8 12.54 8.73 52,240 4170 ASTMC39 W ASTMC617 ❑ ASTMC1231 ❑ Fracture Type (other than cone) Copies to: Q Client ❑ Contractor Architect W Building Dept Technical Responsibility:_._ Engineer WBatch Plant alter H risen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm Is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 • • 9 a Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 66697 Description: Concrete Placement - Cancel Project: Magic Toyota Permit Number: BLD2007-0789 Address: 21300 Hwy 99, Edmonds Job Number: 07-0924 Client: Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Dusty Johnston On site to witness concrete placement. Concrete placement was canceled for today and 4/1/2008 scheduled for 4/2/2008. Copies to: X Client Contractor X Architect X Building Dept. Technical Responsibility: X Engineer ,i Waite C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 05103) OTTO ROSENAN & ASSOCIATES, SIC. '/ Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-0924 Report Number: RC66119 Permit Number: BLD2007-0789 Project: Magic Toyota Address: 21300 Highway 99, Edmonds Inspector: Anthony Allen Client: Magic Toyota Address: 21300 Highway 99, Edmonds Date: 11 /21 /2007 Description/Location: On site to observe and test placement of concrete for the tilt up walls that surround the detention vault, as per details V1 through V6 on page S5.1, dated 7/26/2007. Resteel Verified: Yes 11/20/2007 by Rick Hardy Grade: Mfg: Nucor Placement Data Design ❑ Actual 0 Batch Weights/Cubic Yard.. Supplier: Cadman Cement (Ibs/type): 552# Type: I Mix Number: 661281 Fine Agg. (Ibs): 1241.2# Slump Spec: 6" Maximum Coarse Agg. (Ibs/size): 1286.3# 3/4" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (Ibs/size): 610# 3/8" Air Spec: Coarse Agg. (Ibs/size): Total Yards: 32 Fly Ash (Ibs): 118# Placed Via: Pump Water (Ibs or gal): 278.6# Consolidated: No Admixtures (specify): 20.4 oz. GLENIUM 3030 Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump. Air% Conc.Temp ..Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No'.: ,;; . No. Cast Samples: 1-4 10:45 am 10.00 0 gal. 5" N/A 68°F 41 °F 251 790941 Cast Samples: 5 10:45 am 10.00 0 gal. 5" N/A 68°F 41 °F 251 790941 Weather: Clear Slump Range -- Air % Range: -- Date Samples Picked Up: 11/22/2007 Initial Curing Method: Excluding ASTMc31-12.1.5 Initial Curing Temp: Excluding ASTMc31-1o.1.2 Comments Contractor requested that I make 1 extra cylinder. REINFORCING / PLACEMENT: Conforms W Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size (in.) Area (Sq.ln.) Weight (Lbs.) Max Load (Lbs.) Strength Fracture Type (psi) (other than cone) 1 11 /28/07 7 4 x 8 12.52 8.81 63,160 5050 _ 2 12/19/07 28 4 x 8 12.53 8.8 104,050 8300 3 12/19/07 28 4 x 8 12.53 8.92 105,590 8430 4 12/19/07 28 4 x 8 12.53 8.79 115,600 9230 5 11 /26/07 5 4 x 8 12.52 8.67 45,150 3610 = Discarded Tested in general accordance to: ASTMC39 R ASTMC617 ❑ ASTMC1231 W Copies to: ❑d Client ❑ Contractor 0 Architect ❑d Building Dept Technical Responsibility: Oalter Engineer ❑� Batch Plant /44nsen., Project Manager secFIVED JAN 0 7 2008 SUILDING DEFARTMEN' Of EDMONDS This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Repwuction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENPO & ASSOCIATES,@NC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-0924 Report Number: RC66094 Permit Number: BLD2007-0789 Project: Magic Toyota Address: 21300 Highway 99, Edmonds Inspector: Anthony Allen Client: Magic Toyota Address: 21300 Highway 99, Edmonds Date: 12/7/2007 Description/Location: Arrived on site to observe and test placement of concrete for the footing at northeast corner of the parking garage, grids A/5-8 and 8/A-C, as per S1.1 of the approved plans. Resteel Verified: Yes 12/7/2007 by Mark Gray Grade: 60 Mfg: Cascade, Nucor Placement Data Supplier: Cadman Mix Number: 501081 Slump Spec: 4" t 1" W/C Ratio Spec: 0.530 Air Spec: N/A Total Yards: 43 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Time ASTM C 172, C !I*.' Mader Cast Samples: 1-4 10:45 am Design, V Actual' E]. Batch. Weights/Cubic Yard Cement (Ibs/type): 400# Type: I Fine Agg. (Ibs): 1460# Coarse Agg. (Ibs/size): 1440# 3/4" Slag (Ibs): Coarse Agg. (Ibs/size): 510# 3/8" Coarse Agg. (Ibs/size): Fly Ash (Ibs): 70# Water (Ibs or gal): 184# Admixtures (specify): 24 oz. WRA Cubic Yards 11.00 Water. Slump. Air % . Conc.Tem'p' Ambient Truck Ticket... Added . C.143 C 231 C. 1064 Temp`' No. No.- 0 gal. 4" N/A 63°F 42°F 312 794827 Weather: Overcast Slump Range -- Air % Range: -- Date Samples Picked Up: 12/10/2007 Initial Curing Method: Excluding ASTMc31-12.1.5 Initial Curing Temp: Excluding ASTMc31-1o.1.2 Comments REINFORCING / PLACEMENT: Conforms ❑d Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size (in.) Area (Sq.ln.) Weight (Lbs.) Max Load (Lbs.) Strength (psi) Fracture Type (other than cone) 1 12/14/07 7 4 x 8 12.5 8.73 54,730 4380 2 = Discarded Tested in general accordance to: ASTMC39 W ASTMC617 ❑ ASTMC1231 n Copies to: ❑d Client ❑ Contractor 0 Architect Building Dept Technical Responsibility: /sen, ❑d Engineer ❑d Batch Plant Iter Haroject Manager ftv C wVNO.— 110 BUGS OF Ep OVkl DMO�D51 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED JAN 14 2008 CONSTRUCTION INSPECTION REPORT BUILDING Report Number: 73226 Description: Reinforcing Steel Project: Magic Toyota Permit Number: BLD20070789 Address: 21300 Hwy 99, Edmonds Job Number. 07-924 Client: Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Denny Newman Inspected subcontractor's installation of reinforcement into grade beam including (2) column pads on 12/27/2007 line 7 from grids A to D; perimeter footing on line 8 from grids C to D; independent column pads on grid C at lines 5 and 6, as per details on page S2.1 and schedule on page S2.2 of approved plans and specifications. Rebars are grade 60, manufactured by Nucor and Cascade Mills. Conforms Copies to: X Client Contractor X Architect X Building Dept Technical Responsibility: X Engineer Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 05103) OTTO ROSENAU ASSOCIATES, INC. � RECEIVED ,/ Geotechnical Engineering, Construction Inspection & Materials Testing JAN 14 2008 BUILDING GROUT REPORT Job Number: 07-924 Report Number: 46156 Permit Number: BLD2007-0789 Project: Magic Toyota Client: Magic Toyota Address: 21300 Highway 99, Edmonds Address: 21300 Highway 99, Edmonds, WA 98026 Date: 12/7/2007 Inspector: Anthony Allen Description / Location: Arrived on site to observe placement and sample grout for the detention vault lid, as per approved plan on page S5.1. Resteel grade: 60 Manufacturer: Placement Data Batch Weights Supplier: Cadman Cement (type/lbs.): 1/11 890# Water (lbs./gal): 188# Mix Number: 104040 Fine Agg. (lbs.): 2100# Admixtures (specify) Total Yards Placed: 9 Coarse Agg. (size/lbs.): 46oz Delvo Specified Strength (psi): 4000 Coarse Agg. (size/lbs.): Sampling and Casting of Samples , Cubic Flow . Grout Ambient Truck . Ticket. ASTM C 31, C 109 Yards ASTM C939 Temp Temp: No. iVo:; ,. Cast Samples: 1-5 9 Moderate 63°F 38°F 286 07795069 Cast Samples: Weather: Overcast Date Samples Picked Up: 12/10/2007 Comments . Contractor requested that I stay and sample grout at 2:45 p.m. I had one hour and fifteen minutes of downtime. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) 1(� (So•In.) Weight L( bs') f2gil (other than cone) 1 12/14/07 7 2x4 3.07 1.03# 26,640 8680 2 3 4 5 12/10/07 3 2x4 3.13 1.01# 7480 2390 Tested in general accordance to: ASTM C39 X ASTM C78 ASTM C109 ASTM C617 x ASTM C1231 _ Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: X Client Contractor / X Architect X Building Dept. Technical Responsibility: X Engineer Walter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-71-03 (Rev 07105) • ,y • V OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 68327 Description: Reinforcing Steel Project: Magic Toyota Permit Number: BLD20070789 Address: 21300 Hwy 99, Edmonds Job Number: 07-924 Client Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Mark Gray Contractor requested inspection of footing reinforcing steel for future parking garage at grid lines A/5- 12/6/2007 8 and 8/A-C. Upon review of the approved plans and current reinforcing steel placement, contractor was not ready for full inspection based on missing slab dowels and transverse bars. Note: ORA representative requested engineer's approval for slanted slab dowels (900 angle dowels specified) at grid A. Contractor informed ORA representative that approval would be supplied. Pilaster reinforcing steel clarification requested for footings throughout the referenced run schedule for placement tomorrow. Reinspection required prior to concrete placement. RECEIVED JAN Q 212003 BUILDING DEPARTMENT CITY OF EDMONDS Copies to: X Client Contractor__--- X Architect X Building Dept. Technical Responsibility: X Engineer alter -CA ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. IQng Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 05/03) • IY • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number:. 68328 Description: Reinforcing Steel Project: Magic Toyota Permit Number: BLD20070789 Address: 21300 Hwy 99, Edmonds Job Number: 07-924 Client: Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Mark Gray On site to re -inspect footing reinforcing steel at northeast corner of future parking garage at grid lines 12/7/2007 A/5-8 and 8/A-C. Reinforcing steel was inspected for size, type, clearance, lap, and spacing. The reinforcing steel appeared to conform to approved drawing set dated 10/24/2007, per sheet S1.1. Inspected reinforcing steel at detention vault lid per approved plan set sheet S5.1. Reinforcing steel inspected for size, type, clearance, position, spacing, and lap. Reinforcing steel appeared to conform to drawings. Copies to: X Client Contractor f �n X. Arctutect X. Building Dept_ Technical Responsibility: X Engineer Waft ansen, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S.,. Seattle, Washington 98118 - Phone (206).725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 0&03) ASSOCIATES, 41C. �-OTTO ROSENAO & SSO , Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-924 Report Number: RC66163 Permit Number: BLD2007-0789 Project: Magic Toyota Address: 21300 Highway 99, Edmonds Inspector: Mark Gray Client: Magic Toyota Address: 21300 Highway 99, Edmonds Date: 11/14/2007 Description/Location: 64'x24' detention vault slab, phase I. Resteel inspected for size, type, clearance, and spacing. Slump specifications approved by engineer via mix design submittal, dated 10/15/2007, by Engineers NW, Inc. Resteel Verified: Yes 11/14/2007 by Mark Gray Grade: 60 Mfg: Cascade Placement Data Supplier: Cadman Mix Number: 551081 R Slump Spec: 4" Max W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 52 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Design W Actual ❑ Batch Weights/Cubic Yard Cement (Ibs/type): 440# Type: I/H Fine Agg. (Ibs): 1349# Coarse Agg. (Ibs/size): 1324# 3/4" Slag (Ibs): Coarse Agg. (Ibs/size): 593# 3/8" Coarse Agg. (Ibs/size): Fly Ash (Ibs): 77# Water (Ibs or gal): 270# Admixtures (specify): 12.9 oz. GLENIUM 7500,44 oz. NON -CHLORIDE ACCELERATOR, 21.9 oz. WRA Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 11:26 am 11.00 0 gal. 6" N/A 56°F 47°F 286 788587 Weather: Overcast Slump Range: — Air % Range: — Date Samples Picked Up: 11 /15/2007 Initial Curing Method: Excluding ASTM C31-12.1.5 Initial Curing Temp: Exdudin9 ASTM C31-1o.1.2 Comments REINFORCING / PLACEMENT: Conforms FV_J Does Not Confonn ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 11 /21 /07 7 4 x 8 12.55 8.76 60,220 4800 5 = Discarded — Tested in general accordance to: ASTMC39 F./I ASTMC617 ❑ ASTMC1231 ❑d Copies to: FV1 Client ❑ Contractor F%--'l Architect ❑d Building Dept Technical Responsibility: ❑� Engineer Batch Plant ®rn Zn,4ject Manager RL C17--1VE® DEC 1 1 2`,'J/ BUILDING DEPT. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S:, Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTT04-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09106) Page 1 of 1 0 109 107 105 MOISTURE DENSITY TEST REPORT Water content, % TESTING DATA Curve No. 3528 rest Specification: kSTM D 1557-00 Method A Modified oversize correction applied to each point Dreparation Method iammer Wt. 10 lb. iammer Drop 18 in. 4umber of Layers five 3lows per Layer 25 Mold Size .03333 cuff rest Performed on Material Passing No.4 Sieve 4M 4.1% LL NT PI NT 3p.G. (ASTM D 864) Estimate >No.4 4.6 %<No.200 4.5 USCS SP AASHTO A-3 Date Sampled 11/21/07 Date Tested 11/27/07 Tested By J. Payseno Jr. 1 2 3 4 5 6 WM + WS 5990.0 6052.0 6115.0 6101.0 WM 4229.0 4229.0 4229.0 4229.0 REC17EvEn WW+T#1 562.20 585.60 586.00 573.90 WD+T#1 517.50 526.80 515.10 498.50 DEC I 1 2UP TARE #1 0.00 0.00 0.00 0.00 , „L „„ _ _ WW+T#2 vi un�ta I. WD+T#2 TARE #2 MOISTURE 8.3 10.7 13.2 14.5 DRY DENSITY 109.3 110.5 111.7 109.6 ROCK CORRECTED TEST RESULTS UNCORRECTED Material Description Maximum dry density = 112.0 pcf 110.0 pcf Sample #3528: Yellowish -orange native sand with trace organics Optimum moisture = 12.5 % 13.0 % USCS: Poorly eraded sand Remarks: Project No. 07-952 Client: Lars Clausen Construction, Inc. Test Equipment ID: 3 Project: Strickland Residence Addition 929 Cary Road, Edmonds • Location: Onsite Checked by: W. Hanse�Xlo�n MOISTURE DENSITY TEST REPORT Title: Project Manager OTTO ROSENAU & ASSOCIATES, INC. Particle Size Distribution Report - A TM D 422 o 0 0 100 IT.:: 90 80 — 70 tY W 60 Z LL Z 50 W U W ao tL 30 20 10 0' 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE - mm % COBBLES % GRAVEL 71 % SAND % SILT % CLAY 0.0 1 4.6 1 90.9 4.5 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) 2 in. 100.0 1.25 in. 100.0 1 in. 100.0 0.75 in. 97.1 0.625 in. 97.1 0.5 in. 97.1 0.375 in. 96.9 0.25 in. 95.9 #4 95.4 #10 93.3 #40 73.1 #100 13.9 #200 4.5 (no specification provided) Sample No.: 3528 So u II of Location: Onsite Checked Bv: W. Hansen OTTO ROSENAU & ASSOCIATES, INC e: Soil Description Sample #3528: Yellowish -orange native sand with trace organics; USCS: Poorly graded sand Atterberg Limits (ASTM D 4318) PL= NT LL= NT PI= NT Classification USCS= SP AASHTO= A-3 Coefficients D85= 0.866 D60= 0.350 D50= 0.301 D30= 0.217 D15= 0.155 D10= 0.129 Cu= 2.71 Cc= 1.04 Date Tested: 11/23/07 Tested By: J. Payseno Jr. Remarks C71VED Classification (ASTM D2487) Natural Moisture (ASTM D2216) ® E C 1 f Test Equipment ID: 5 "Title: Proiect Manaeer Client: Lars Clausen Construction, Inc. Project: Strickland Residence Addition 929 Cary Road, Edmonds Project No: 07-952 Date Sampled: 11/21/07 Elev./Depth: OTTO ROSENAU fASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing DEC 9 CONSTRUCTION INSPECTION REPORT oEVE ?4, % COP,�OFr Report Number: 68586 CI iry t:DMONDE cTR Description: Resteel Project: Magic Toyota Permit Number: BLD20070789 Address: 21300 Hwy 99, Edmonds Job Number: 07-924 Client: Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Rick Hardy Inspected placement of reinforcing steel.for (10) detention vault wall panels located between 2.5 and 11/20/2007 4 line and from grid B3 to 135. Detention vault wall panels (10 each) are tilt up panels with reinforcing steel placement as per details on sheet S5.1 of approved drawings. Reinforcing steel was inspected for size, type, grade, position and surface condition. Reinforcing steel is grade 60 manufactured by Nucor. All work inspected at the above locations conforms to approved plans and specifications. Copies to: X Client Contractor X Architect X Building Dept. Technical Responsibility: X Engineer Walter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 05103) ,- OTTO ROSENA40 & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-924 Report Number: RC66119 Permit Number: BLD2007-0789 Project: Magic Toyota Address: 21300 Highway 99, Edmonds Inspector: Anthony Allen Client: Magic Toyota Address: 21300 Highway 99, Edmonds Date: 11 /21 /2007 Description/Location: On site to observe and test placement of concrete for the tilt up walls that surround the detention vault, as per details V1 through V6 on page S5.1, dated 7/26/2007. Resteel Verified: Yes 11/20/2007 by Rick Hardy Grade: Mfg: Nucor Placement Data Design ❑ Actual W Batch Weights/Cubic Yard Supplier: Cadman Cement (Ibs/type): 552# Type: I Mix Number: 661281 Fine Agg. (Ibs): 1241.2# Slump Spec: 6" Maximum Coarse Agg. (Ibs/size): 1286.3# 3/4" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (Ibs/size): 610# 3/8" Air Spec: Coarse Agg. (Ibs/size): Total Yards: 32 Fly Ash (Ibs): 118# Placed Via: Pump Water (Ibs or gal): 278.6# Consolidated: No Admixtures (specify): 20.4 oz. GLENIUM 3030 Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 10:45 am 10.00 0 gal. 5" N/A 68°F 41 °F 251 790941 Cast Samples: 5 10:45 am 10.00 0 gal. 5" N/A 680F 41 OF 251 790941 Weather: Clear Slump Range: - Air % Range: - Date Samples Picked Up: 11 /22/2007 Initial Curing Method: Excluding AsTM c31-12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 Comments Contractor requested that I make 1 extra cylinder. REINFORCING / PLACEMENT: Conforms ❑V- Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 11 /28/07 7 4 x 8 12.52 8.81 63,160 5050 5 11 /26107 5 4 x 8 12.52 8.67 45,150 3610 Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 W Copies to: FV-1 Client ❑ Contractor RV Architect ❑d Building Dept Technical Responsibility: _` W Engineer W Batch Plant ter Ha sePdroie(t Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1-888-OTT0 4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 -,OTTO ROSENAU I ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 68835 Description: Reinforcing steel Project: Magic Toyota Permit Number: BLD20070789 Address: 21300 Hwy 99, Edmonds Job Number: 07-924 Client: Magic Toyota Client Address: 21300 Hwy 99, Edmonds Inspector and Date Remarks Richard Marks Observed preliminary installation of reinforcing steel at footings along grid A from ± 5 to 8 and along 12/6/2007 line 8 from A to ± C.3. Inspection based on sections C/2.1 and D/2.1. While reinforcing steel installation was not completed, ironworker in charge was appraised of several minor corrections, such as proper lap(s) based on 3,000 psi concrete and clearances. Final inspection was scheduled for later in the day for conformation prior to concrete placement. RECEIVED DEC 2 7 2007 BUILDING DEPT. Copies to: X Client Contractor X Architect X Building Dept. Technical Responsibility: X Engineer fter Ha Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-63-01 (Rev 05103) OTTO ROSENAO& ASSOCIATES, IBC. "'Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 07-0924 Report Number: RC66163 Permit Number: BLD2007-0789 Project: Magic Toyota Client: Magic Toyota Address: 21300 Highway 99, Edmonds Address: 21300 Highway 99, Edmonds Inspector: Mark Gray Date: 11/14/2007 Description/Location: 64'x24' detention vault slab, phase I. Resteel inspected for size, type, clearance, and spacing. Slump specifications approved by engineer via mix design submittal, dated 10/15/2007, by Engineers NW, Inc. Resteel Verified: Yes 11/14/2007 by Mark Gray Grade: 60 Mfg: Cascade Placement Data Supplier: Cadman Mix Number: 551081 R Slump Spec: 4" Max W/C Ratio Spec: 0.450 Air Spec: N/A Total Yards: 52 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Design � . ' Actual ❑ Batch Weights/Cubic Yard Cement (Ibs/type): 440# Type: I/H Fine Agg. (Ibs): 1349# Coarse Agg. (Ibs/size): 1324# 3/4" Slag (Ibs): Coarse Agg. (Ibs/size): 593# 3/8" Coarse Agg. (Ibs/size): Fly Ash (Ibs): 77# Water (Ibs or gal): 270# Admixtures (specify): 12.9 oz. GLENIUM 7500,44 oz. NON -CHLORIDE ACCELERATOR, 21.9 oz. WRA Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket... ASTM C 112, C 31 Made Yards Added C 143:- . C 231 C 1064 Temp No: No. Cast Samples: 1-4 11:26 am 11.00 0 gal. 6" N/A 56°F 47°F 286 788587 Weather: Overcast Slump Range -- Air % Range: -- Date Samples Picked Up: 11/15/2007 Initial Curing Method: Excluding ASTMc31-12.1.5 Initial Curing Temp: Excluding ASTMc31-1o.1.2 Comments REINFORCING / PLACEMENT: Conforms Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Date Field Age Cure (Days) Size (in.) Area (Sq.ln.) Weight (Lbs.) Max Load (Lbs.) Strength Fracture Type (psi) (other than cone) 1 11 /21 /07 7 4 x 8 12.55 8.76 60,220 4800 5 2 12/12/07 28 4 x 8 12.57 8.74 86,260 6860 3 12/12/07 28 4 x 8 12.57 8.74 77,750 6190 4 12/12/07 28 4 x 8 12.57 8.76 76,590 6090 • = Discarded Tested in general accordance to: ASTMC39 W ASTMC617 ❑ ASTMC1231 ❑d Copies to: FV� Client ❑ Contractor ❑Q Architect ❑d Building Dept Technical Responsibility: W Engineer Batch Plant J1terH n en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 !� NO CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 12/17/2007 Expiration Date: 6/17/2007 Parcel No: 00580700000605 MAGIC TOYOTA UNIVERSAL MECHANICAL SERVICE UNIVERSAL MECHANICAL SERVICE 120 116TH AVE NE 8901 WILLOW ROAD 8901 WILLOW ROAD BELLEVUE, WA 98004 REDMOND, WA 98052 REDMOND, WA 98052 425-885-9100 425-885-9100 LICENSE #: UNIVEMS132JF EXP:10/30/2008 i DESCRIPTION INSTALL TWO EXHAUST FANS IN SW CORNER OF SECOND LEVEL. FLOOR OF PARKING GA RAGE FOR VENTILATION. a m It 10 rwrF ft VALUATION: $0 COMP'Tr PERMIT TYPE: Commercial PERMIT GROUP: 40 - Mechanical/Solar GRADING: N CYDS: 0 TYPE OF CONSTRUCTION RETAINING WALL ROCKERY: N OCCUPANT GROUP: S2 OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: 2006 OTHER: N------- OTHER DE SC: ZONE: NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNIT S: 0 BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1 ST FLOOR0 2ND FLOOR 0 3RD FLOOR. 0 GARAGE: 0 DECK: 0 OTHER. 0 13RD FLOOR. 0 GARAGE: 0 DECK 0 OTHER 0 FRONT S MACK SIDESEMACKI REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 1827_ THIS APPLICATION (SNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISIHER DUUTY AND ALL FEES ARE PAID. Print Name Date Released By ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBCI09/ IBCI 10/ IRCI 10 ARCHIVE APPLICANT ASSESSOR HOMER STATUS: ISSUED BLD20071174 CONDITIONS • Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building inspector. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claim for damages of whatever nature, arising directly or indirectly fromthe issuance fo this permit. issuance ofthis permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance provision. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THiS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUH,DING (425) 771-0220 EXT. 1333 1 ENGIlOEMG (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 PUBLIC WORKS (425) 771-0235 1 PRETREATMENT (425)672-5755 1 RUCYCUNG 425 2754801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • &Equipment-Mech • B-Mechanical Final a CITY OF EDMONDS STATUS: ISSUED 10/23/2007 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PRONE (425) 771-0220 - FAX (425) 771-0221 Expiration Date: 10/23/2008 Prolecf Address31 Parcel No: 00580700000605 MAGIC TOYOTA DA VI S HA RGRA VE FOUSHEE & ASSOCIATES CO INC 120 116TH AVE NE 130 LAKESIDE SUITE 250 PO BOX 3767 BELLEVUE, WA 98004 SEATTLE. WA 98122 BELLEVUE, WA 98009 206-325-2553 425-746-1000 LICENSE k: FOUSIIAC1580D EXP:8/12/2009 •1 DESCRIPTION CMU BUILDING Aft a a , TED VALUATION: $0 CumPLE PERMIT TYPE, Residential PERMIT GROUP 23 - Demolition GRADING: N CYDS 0 TYPE. OF CONSTRUCTION RETAINING WALL ROCKERY: N OCCUPANT GROUP. OCCUPANT LOAD. FENCE. N ( 0 X 0 FT.) CODE OTHER. N------- OTHER DESC ZONE NUMBER OF STORIES- 0 VESTED DATE NUMBER OF DWELLING UNITS 0 BASEMENT: 0 1ST FLOOR: 0 2ND FLOOR 0 JBASEMENT 0 IST FLOOR 0 2ND FLOOR: 0 3RD FLOOR 0 GARAGE: 0 DECK: 0 OTHER_ 0 13RD FLOOR 0 GARAGE. 0 DECK: 0 OTHER: 0 1 AGREE OMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THE �10N N WILT, BE EMPLOYED IN VIOLATION OF THE LABORCODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. Tf APPOT A PERn AT1 GNED BY THE BU LDI G OFFICIAL OR HISIIE-�-R DEPUTY AND ALL FEES ARE PAID Print Name Released By Date `� ATTENTION 1TIS UNLA WFUL TO USE OR OCCUPY A BUILDING OR S7RUCIURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC1091 IBCI101 IRCI 10, ARCHIVE APPLICANT ASSESSOR OTHER • STATUS: ISSUED BLD20070788 CONDITIONS *Pre -inspection required. *Street to be cleaned ofdebris. *Side sewer must be capped at property line. * Water Service must be disconnected from Water meter and or hose bib with A VB installed. *Dump at approved dump site only. *See demolition inspection checklist on back of job card for inspection requirements. Sound/Noise originating fromtemporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:OWm to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activates Waist comply with the noise Worts of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. L\SPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 FNGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 1 PUBLIC WORKS 425 771-0235 1 PRE-TREATN*NT 425) 672-5755 1 RECYCLING 425 2754801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. E-Pre-Demolition Sewer Cap • E-Pre-Demo Water Sery Discnct/AVB • E-Pre-Demo Erosion Control • E Engineering Final Demo • B-Pre-Demolition B-Asbestos PSCAA Permit • B-Cleaned Site/Bid Final Demolition 12t_STIfAVENUENORTH -EDMONDS,WA98020 PEIONL (425) 771-0220 - }AX' (•125) 771-0221 STATUS ISSUED 1/8/2008 y "- _ " �. ' ; crn Ezpiratloii:Aate:.7/8/20081. a ar _t -- 3�`1"If. WWWO $MW n Y. . ,. f Pafce}' No: 0,685 E}70000 J10iI.�,,. 7r .., MAGIC TOY6"1'A ANDERSO—MAGRUDF.R INC ANDERSON+MAGRUDER INC 2I30dII1G11WAY99 PO BOX 30Z59 PO BOX 30759 EDMONDS, WA 98026' S1 ATTLE WA .98133 SEA -'I LE, WA 98133 425-775-4422 206-784 46gU 206-784-4600. LICIiNSE #: ANDERM'293011 E 3 IIOSEB[BS AND 8 }LOOK DRAINS TOR NEW PARKING (IARAGE FOR INVEWI-ORY STORA VALUATION: $0 PI':ItMI'f I YPI{: ('ummcrcwl I'I,RMIT GROUP. 47 - PfwnErnlJWmcr Service l.mclPountaul GRADING N ('YDS 1) TYPEOFC'ONSIRUGFION PLUMB KE'I AINING WALL ROCKERY N OCCUPANT GROUP ,S2 OCCUPAN"i i.UAU -— -------- - --- - - -- FLNCE: N 0 X 0-- Ef. CODE_ 2006 UTIiFR N ------ --,(XTHLRnESC ZONE NUMBER OF STORIES. 0 ," VESI ED DATE NUMBER OF bW,1rI.LIN(; IJN1TS. 0 1(ASI'ME.NT 0 1Sf F1,00R:0 2NDFLOOR: 0 PROPOSEDARE4 BASEMENT:0 151 F1 OOR 0 2ND FLOOR 0 3RD FLUOR: 0 (;ARAGF- 0 DECK 0 OTHER :0 13RD FLOOR 0 GARAGE:0 DF('K 0 UI IIFR 0 FRONTSUBACK SIDESETBACK ;EQUIRFi): PROPOSEDRE171 . RED 0.SE PROVD: jRFQUIRFD PKrP )OSI'.D ]EIGHT ALLOWED.0 PROPOSED 0 REQUIRE{)-" - PROPOSID: ;E I BACK NOI-ES:, . 1 AGREE TO COMPLY WIT II C!"TYANI)'STATI:LAWSI&GULATINC CONSfRUCTION AND IN DOING IHI; WORK Atli 11ORLlI;D THEREBY,.NO N,ERSO I WILL BE) MPLOYE1DjN: VIOLATION OF THE LABOR COD1i OF THE STATE OP WAMIIN(1FON RELATING I O WORKMEN'S r OMI ENS, TION INSURANCE AND RCW 1827 4;i 711 YC I IS O'I- A PERMIT UN f EL WINED BY THE IIIJiLDING OFFICIAL OR IIISr111:R DITUIY AND ALL 1-1.1:S ARE PAID (1 1 Law -c, c - //,Vz. "SiOnature Print Name Date Released By I( ATTENTION ITIS UNLAWFUL. OU$F.OR000WYABUILDI,NG OR SIRUCIUREUN"111. A I NA[. INSPEMION HAS BEEN MADEAN D APPROVAL ORAVl-.R"n}7CA"I1-.Oi OCCUPANCY 1JAS BEEN GRAN"I1I1. UB'C109! IBCI101 IRVI10. LA AR('IIIVE U V'PLI('A1V'f r1SS1�SOR OTHER tV J � OF FD�O� d CITY OF EDMONDS 121 51'11 AVENUE NORTH - EDMONDS,WA 98020 ♦ p PHONE,: (425) 771-0220 - FAX: (425) 771-0221 "e. 189 STATUS. ISSUED 2/14/2008 BUI1 Expiration Date: 2/14/2009 Parcel No: 00580700000604 PROPERTYOWNTR APPLICANT COWRACTOR MAG►C TOYOTA SMITH FIRE SYSTEMS SMITH FIRE SYSTEMS' 21300 IIWY 99 3813 168TIl ST NE SUITE 1 3813 168TH ST NE SUITE I I'DMONDS, WA 98026 ARLINGTON, WA 98223 ARLINGTON, WA 48223 360-651-7701 360-651-7701 LICENSE #. SMIT�IFS136'OT EXP`1112/200.8 • i 1 • FIRE, SPRINKUR FOR INVENTORY PARKING GARAGE VALUATION: $44,514 COMF,,-FTFn PERMIT TYPE: Commercial 1'I?RMl'T GROUP: 30 - Fire Sprinkler GRADING: N CYDS: 0 'TYPE OF CONSFRUCPION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: S2 OCCUPANT LOAD: FENCE: N ( 0 X 0 Fr.) CODE: 2006 OTHER: N------- OTHER DESC: 'LONE: NUMBER OF STORIES: 0 VESTED DATE' NUMBER OF llWELLtIVG UNITS: 0 BASEMENT: 0 1ST FLOOR:0 2ND FLOOR: 0 BASEMENT; 0 IST FL".00R"0 2ND FLOOR:'0 3RD FLOOR: 0 GARAGE: 0 DFCK: 0 OTIIER: 0 3RI) FLOOR: 0 GARAGE,: 0 DECK: 0 OTHER: 0 i i ;. REQUIRED: PROPOSED`' REQUIRED: PROPOSED: REQ[J'iRED, PROPOSED; IIF.IGHT ALLOWED:0 PROPOSED:0 REQUIRED: PROPOSED: SET BACK NOTES _(; AGRER'.TO COMPLY WrTH CITY'AND STA1 E LAWS REGULATINGCONSTRUCTION A D INl'DfIII+I TEiR Wj3T1�A{l! }IORI�EB THEREBY; NO PERSON WILL BE EMP,LOYED.IN VIOLA"T[ON OFT HG.LABORCODE OF'TIiE STATE OF.WASIIiNGTON RELATINGTO WORKMEN'S COMP ENSAT ION INSURANCE AND. RCW 19 17, T111SAPPLICATION IS NOT A PERMIT UNTIL, SIGNED BY THE BUILDING OFFICIAL OR Illst I t PUTY AND ALL FEES ARF PAID. n. - --- � A Sinnafiirn - Print M.- ATTENTION 1'TiS UNLAWFUL TO USE OROCCUPY A BUILDING OR STRUCTURE UNIII, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CER"E_IFICA'R:OF OCCUPANCY HAS BEEN GRANTED UBC109/ IBCI 10/ IRC110. F] ARCHIVE F--] APPLICANT F-] ASSESSOR onIFR STATUS: ISSUED BLD20071 245 • Lot line stakes must be in place at the time of foundation/setback inspection. . • All new, extended; re -built orrelocated electrical utility and/or' ervice shall be placed underground. • Seperate Permit Required For. - Obtain Electrical Per rot from State Department of Labor &industries. 425-290-1309 • Final approval or a proteet or final occupancy approval in t b. a gratmted by the Bumlding,Officiai prior to use or occupancy of. the `building or structure. Check the job card for all required`City inspections inctuding final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (herein after ``variance") from adopted codes, ordinances orpolicies must be specifically requested in writing and be called out and identified. Processing fees for such:iequest shall tie established. by Council and shall be paid upon subnrittal and are non-refundable. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the"appropriate city official in accordance with the appropriate provision of city code or state taw does not approve any item not to code specification. • SoundMoise originating frointemporary construction sites as a result ofconstruction activity are exempt from the noise limits ofEOCChapter5.30only during the hours -of 7:00amto 614 non weekdays and 10-00amand 6:00pmon Saturdays, excluding Sundays and" Federai Hohdays At all other tithes the noise originatuig 60incoimstruciiori sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to WC 5.30.120. INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMITTIME LIMIT: SEE ECDC 19.00.M(A)(6) When calling fo'r.'an inspection please feaHe the following iriforrnaton. Permit Number, JobSite Address, Type ofhtspectioa being requested, Contact Nanle'andPhone Number, Wte Prefereed, and whether you prefer morning or afternoon. • F I?ouble, Cheek Detector Ass"e-m Vault • F-Fiie Sprinkler Fnsuiatitmn. , �OF FDyl "lp CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 ne. l R`i a. PHONE: (425) 771-0220 - FAX: (425) 771-0221 Parcel No: 00580100000664 MAVNER APPLICANT CONTRACTOR MAGICTOYOTA ARCHERCONSCRUCTION ARCHERCONSPRUCTION 21300 HWY 99 7855 SOUTH 2O6TIl ST 7855 SOUTH 2O6TH ST TRACY GRE GG TRACY GREGG EDMONDS, WA 98026 KENT, WA 98032 KENT, WA 98032 425-775-4422 253-872-7222 253-872-7222 LICENSE 8; ARCHF,I'219DR .EXP:4l112009 r DESCRIPTION G1Dr: �D A VALUATION: $0Co'mamPLETED PERMIT TYPE: Commercial PERMIT GROUP: SG -Fire Connection GRADING: N CYDS 0 TYPE OF CONSTRUCTION: RETAININGWALLROCKERY: N OCCUPANTGROUP: OCCUPANT LOAD: mwti; N ' ( OA fl F1 ) .- CODE: OTHER"N,, - OTHER➢ESC: ZONE: NU(vl8e It l)F.:SCORIES; 0 VESTED DATE: NOW BASEMENT O, I_Sf FLOOR:O iN . OR�- I�ID, FLU�A . SASF.MENT: 0. 1ST FLOOR: 0 1 2ND FLOOR0 3kD FLOOR: 0 GARAGE.: 0 DECK: 0 OTHER.0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER' 0 KEt l Cf;ED P bi'O ED; REQiI RED , PROPOSED: REQUIRED: PROPOSED: 110 IT QUIRED: PROPOSED`. SETBnCK NO3 ES PIRMITAPPROVAL 1A E T ES�Y1H FANS �TttTE Lt1WSi�EGEILAINGCONSf RiIC1 ION A1�Ei) lid DOING. il$ Wi}itK )tL7I II012I2 .; THERE@Y, NO PPRSON WILL SE EM LOYED iN VIOI A ION OF THE tA80R CODE OF THE STATE OE _WASHINGCON RELATINGT WOKICMENS COMPENSATION HVSURANCE AND RCW.18:27 THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE 1BJlWiNGOFFICIAL OR HIS/HER D ; TY AND ALL FEES ARE PAID a>k� q Signature Faint Name Date Released Sy Da ATTENTION ITIS UNLAWFUL TO USE OROCCIJPY A BUILDING ORSIRUC]URItIUNITL A FINAL INSPEC-110N HAS BEEN MADE AND APPROVAL OR A CE-W11FICA-1E OF OCCUPANCY IIAS BEEN GRAN"rED: Ui3C 109/ IBC] 10/ IRCI I0. ARCHIVE E-1 APPLICANT ASSBSOR STATUS: ISSUED BLD20080006 • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120, INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE EC DC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINEFRING (425) 771-0220 EXT. 1326 1 FIRE (425) 771-0215 F- PUBLIC WORKS (425) 771-0235 1 PR&TREATNIENT (425) 672-5755 T RECYCLING (425) 2754801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Preferced, and whether you prefer morning or afternoon. ECross Connection Final • F-Fire Connection Installation • F-Fire Connection Thrust Blocking OV EDM CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 /"c, l H90 PHONE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 3/27/2008 Expiration Date: 9/27/2008 Parcel No: 00580700000605 ..* MAGIC TOYOTA FIRE PROTECTION INC FIRE PROTECTION INC 120 116TH AVE NE 1730 GIBSON RD 1730 GIBSON RD ROB VAUGHN ROB VAUGHN BELLEVUE, WA 98004 EVERETT, WA 98204 EVERETT, WA 98204 206-794-7383 425-290-9600 425-290-9600 LICENSE #: FIREPI*021ML EXP:7/13/2008 FIRE ALARM VALUATION: $0 COMPLETED PERMIT TYPE: Commercial PERMIT GROUP: 79 - Fire Alarm GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL, ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N ( 0 X 0 FT.) CODE: OTHER: N------- OTHER DESC: ZONE: NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 13RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONT S ErBACK SIDESEYBACK' REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. I'HISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISfHER DEPUTY AND ALL FEESARE PAID - Re 27--0 0 Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC1091 IBCI 10/ 1RCl 10. ARCHIVE APPLICANT ASSESSOR G40THER -11161'eCT — 0 ED200801:1.8 • Sound/Noise originating fromiemporary construction sites as a result of construction. activity are exempt fromthd. noise liinits of ECC Chapter 5, 30 onlyaduring the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activates must coirq�ty with the noise limits of: Chapter 5 30 unless a variance. has been granted pursuant to FCC:5_.30.120. THIS PERMITAUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS; SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) CALL O. INSPECTIONS BUQ:DING. 425 771-0220 EXT. 1333 1 ENGINEERING 425 771-0220 EXT. 1326 FIRE' 425 771-0215 PUBLIC WORKS 425 771-0235 PRE TRI ATM©VT 425 672-5755 RECYCLING 425 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested Contact Name and Phone Number. Date Prefereed and wbether you prefer mornine or afternoon. None 's/MasterLetters/RAWaintena=02/0I • CITY OF EDMONDS MIKE COOPER MAYOR 121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.dedmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT 4-7 C. 1 S90 November 30, 2010 Washington Trust Bank M. Bannister 601 Union Street Suite 4747 Seattle, WA 98101 Re: Performance Frozen Fund account Broadus Properties, Parking Garage at 21310 Highway 99, Edmonds, WA Dear Sir or Madam: The City of Edmonds hereby authorizes the release of the remaining $7,130.00 from the above referenced account. All interested City departments have approved release of this bond amount. Sincerely, t"geefta �GG'% mson Senior Permit Coordinator Cc: Applicant File • Incorporated August 11, 1890 • Sister City - Hekinan, Japan Ihc. 1890 June 9, 2008 0 CITY OF EDMONDS 6. 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.dedmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Washington Trust Bank M. Bannister 601 Union Street Suite 4747 Seattle, WA 98101 Re: Performance Frozen Fund account � at 21310 Highway 99, Edmonds, WA 98026 To Whom It May Concern: GARY HAAKENSON , MAYOR Broadus Properties, Parking Garage The City of Edmonds hereby authorizes the partial release $25,407.51 of the above referenced Performance Frozen Fund account. A balance of $7,130.00 must be held as a landscape and site maintenance bond. All interested City Divisions have inspected the required public improvements and have granted fund release. The remaining funds may be used as the required Landscape/Site Maintenance Frozen Fund account which is required to be held for a period of two years to ensure that the site improvements and landscaping are maintained. Prior to the expiration of this account the City shall conduct a site inspection to determine whether or not corrections or repairs are needed. As with the performance frozen fund account, only written City authorization may release Maintenance Frozen Funds. Please be advised, the owner may replace these funds at any time with a bonding company bond. If there are any questions, please feel free to contact our office at 425-771-0220. Sincerely, Mara Harrison Permit Coordinator Cc: Applicant File UTEMNDST/magicbond.doc 10/00 • Incorporated August 11, 1890 • Sister City - Hekinan, Japan O� ED Af Date Posted ate Expires Account Number City of Edmonds 121 5`h Avenue North • Edmonds • WA 98020 - (425) 771-0220 Fax (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning - Building • Engineering PERFORMANCE FROZEN FUND Edmonds Building Permit No. � � 2�0 �� Project Address 2.1 Owner/Developer With reference to the above identified project, this will certify that this Banking Institution has a frozen fund account/savings account (or loan) for the above -referenced developer/owner for the project so identified. In consideration of the permitted development of the property this institution hereby agrees that it will freeze the sums of money for the indicated site improvements pending written authorization for relea e of said funds by the City of Edmonds in the amount of The total sum indicated will be withheld by this Banking Institution from any disbursements of any kind until written authorization has been received by the institution from the City of Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated site improvements are those required by the City of Edmonds and appear in the above -referenced Edmonds building permit file and are in compliance with the Edmonds Community Development Code of said City. In the event the owner/developer fails to complete the indicated improvements within 2-,4 • Tw a' weeks/months, (not to exceed 24 months) the City of Edmonds may demand, and the institution shall make, payment to the City of said funds so that the improvements can be installed or completed immediately to City standards. The institution shall not be liable to the owner for any disbursement of said funds to the City of Edmonds. It is hereby specifically agreed by and between the parties hereto that in the event that any legal action must be taken to enforce the provisions of this agreement or to collect said frozen fund, that the prevailing party shall be entitled to collect its cost and reasonable attorneys' fees as a part of the reasonable costs of securing the obligation hereunder. In the event of settlement or resolution of these issues, prior to the filing of any suit, the actual costs incurred by the City, including reasonable attorneys' fees, shall be considered a part of the obligation hereunder secured.' Said costs and reasonable legal fees shall be recoverable by the prevailing party, not only from the proceeds of this frozen fund account, but also over and above said body as a part of any recovery in any judicial proceeding, in addition to recovery of the funds. L:\TEMP\BUILDING\FORMS\BONDPerformanceFrozen.DOC City of Edmonds Performance Frozen Fund Account Page Two umh 1 4(�� F* as ci Institution afficedTitle (>✓1 i Jyl Si-, �--1 �i-7 OL Mailing Address 71� 1 Owner/Developer/Principal Print Name a v300 9,5 Mailing Address .20 - 795-- yea ccount um er Telephone Number FINANCIAL INSTITUTION ACKNOWLEDGEMENT STATE OF WASHINGTON ) ) ss COUNTY OF ) On this a�� day of v_Z, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared � �c. 4� � �1.�, to me known to be the ��v � \,3, _ the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated thatwas authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. JAMES W. MCCURCY NO �RY PUBLIC in and for the MATE OF W PUBiON State of Washington, residing at STATE Of WASHIC INGTON g g COMMISSION EXPIRES _ _OCTOBER 1, 2010 L:\TEMP\BUILDING\FORMS\BONDPerfonnanceFrozen.DOC City of Edmonds Performance Frozen Fund Account Page Three DEVELOPER/OWNER ACKNOWLEDGEMENT STATE OF WASHINGTON ) ss. COUNTY OF ) On this CV , day of i��& , cW7 , before me, the under -signed, as Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Qj to me known to be the �l'Q� of the general partnership that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that �rlj tli'GY.1Gi/L`� was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year first above written. MME J. JEVANS NOTARY PUBLIC r STATE OF WASHINGTOW COMMIS M EXPIRES AUGUST 29, 2010 NOTARY PUB C in and for the State of Waspngton, esiding at L:\TEMP\BUILDING\FORMS\BONDPerformanceFrozen. DOC N STATEMENT OF PLAN REVIEW SERVICES AGREEMENT' ACKNOWLEDGEMENT. OF :REQUIRED DISCRETIONARY APPROVALS I, b / f U 1, l�/� �� C.," am the owner/ gent for. the owner; fora . building -permit to construction improvements upon real property located at: 21300 Highway 99, Edmonds, WA 98026 in Edmonds, Washington. I acknowledge that, pursuant to terms of this agreement, the Building Permit Application I have submitted will be accepted. for review by the City concurrently with the review of any necessary discretionary project permits or approvals required by the provisions of the Edmonds Community Development Code. I also acknowledge that the City shall not accept an application for building permit that is not complete as determined by the minimum submittalrequirements published by the City which I have read and understand. In signing this form, I acknowledge that I have submitted all necessary documentation in order to make a complete application for a building permit. The City determined that the discretionary application(s) for this project were deemed complete on (date). I acknowledge that any plan review fees paid in connection with this application are solely for the expenses and costs associated with review the plans as I have submitted them, and do not entitle me to any right or claim to the issuance of a building permit. In consideration for the consolidated review of the building permit application concurrently with any required discretionary project permits or approvals, I hereby acknowledge and agree to be bound by terms and conditions of this agreement as. set for herein.. 1. The required discretionary project. permits. or approvals for this project currently include, but are not limited to the following: ❑ Architectural design review ........................................... Hearing date: ❑ Subdivision or short subdivision ................................... Hearing date: Planned residential development ................................... Hearing date: ❑Conditional use permit .................................................... Hearing date: ❑ Variance......................................................................... . Hearing date: Critical areas determination or variance request ............. Hearing date: ❑ Other (specify) Hearing date: I further understand that additional discretionary project permits or approvals may be determined during the course of discretionary project review which may affect plan review timelines and plan review fees paid for this building permit application. 2. Any building permit issued and approved for this project will be subject to any conditions or. restrictions imposed pursuant to the review and approval of any required discretionary project permits or approvals. Such conditions or restrictions may require that the building plans I have submitted be modified or amended to be consistent with such conditions or restrictions. I understand that additional plan review fees will be required in the event that modifications or amendments to the plans submitted are required by. conditions or restrictions imposed pursuant to a final decision to' issue. or grant any required discretionary project permits or approvals. In the event that modifications or amendments are required, the owner shall be solely responsible for any and all costswhich result therefrom, including, but not limited to, additional full plan review fees. When additional plan review fees are required, the fees shall be paid in full prior to the commencement of additional plan, review by the City. 3. No building permit will be approved or issued until such time. as a final decision for all required discretionary project permits or approvals have been issued or granted, including the expiration of all appeal periods. A decision to issue or approve any required discretionary project permit or approval . shall not be considered final until the limitations period for any appeal has expired or until all administrative and Superior Court appeals have been resolved. In the event that an appeal of a discretionary project permit or approval results in new or additional conditions or restrictions which. require modifications or amendments to the, building plans, such conditions and restrictions shall be. treated as if originally imposed in the issuance or granting of the. discretionary permit or approval. However, new full -plan review fees shall be required. 4. The building permit application shall expire 180 days after the building permit submittal regardless of whether a final decision, including expiration of appeal periods, for all discretionary project permits or approvals have been issued or granted. I understand that I may request a building permit, application extension for an additional 180- days, in writing, if filed before the expiration .of the.. original application. The City may grant only one extension. In the event that the building permit . application expires prior to a final decision on the issuance or approval .of all required discretionary: permits or approvals; or if not request for an extension is submitted in writing prior the expiration of the .original application, then the application shall expire and a new application and new full -plan review fees will be required: 5. In the event that any application for a required discretionary project permit or approval is withdrawn, or if such permit or approval is denied either by the City or upon appeal, no portion of any plan review fee shall be refunded by the City. 6. In the event that the building permit applicant initiates or requests amendments or modifications to the building plans after plan review by an applicable City Department is complete, new full -plan review fees will be required and shall be required to be paid in full prior to.the commencement of additional plan review by the City. I certify that I have read and understand the terms and provisions of this agreement for plan review services and agree to be bound statement of plan review sery agree.doC 2 01.17.2001 y of- EUAI • 0 CITY OF EDMONDS 121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 RCW 197-11-970 Determination of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: The proposed project consists of grading the southernly portion of the site and building a two tier (70,000 s.f.) parking structure followed by demolition of the existing building and then construction of the new auto dealership of approximately 43,790 s.f. There will be approximately 1000 cubic yards of cut and 5600 cubic yards of fill at the parking garage site (Files BLD-2007-0789 and ADB- 2007-0063). Proponent: Lance Mueller & Associates (Davis Hargrave): 130 Lakeside — Suite 250, Seattle WA 98122. Location of proposal, including street address if any: Magic Toyota: 21300 Highway 99, Edmonds. Lead agency: CITY OF EDMONDS The lead agency has determined that the requirements for environmental analysis and protection have been adequately addressed in the development regulations and comprehensive plan adopted under chapter 36.70A RCW, and in other applicable local, state, or federal laws or rules, as provided by RCW 43.21C.240 and WAC 197-11-158 and/or mitigating measures have been applied that ensure no significant adverse impacts will be created. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. XX This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by September 13, 2007. Project Planner: Gina Coccia, Planner Responsible Official: Rob Chave, Planning Manager Contact Information: City of Edmonds 1 121 5th Avenue North, Edmonds WA 98020 1 425-771-0220 Date: 0 9. 3 0. 2 00 -+ Signature:_ (MA iA1 LAW& fir P-alo Gln a Vey XX You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue North, Edmonds, WA 98020, by filing a written appeal citing the specific reasons for the appeal with the required appeal fee, adjacent property owners list and notarized affidavit form no later than September 13, 2007. You should be prepared to make specific factual objections. Contact Rob Chave to read or ask about the procedures for SEPA appeals. XX Posted on August 30, 2007, at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist. Page 1 of 2 SEPA DETERM[NATION.DOC 8129/01. S EPA 0 • • Mailed SEPA Determination to properties within 300 feet of the site. • Mailed SEPA Determination and the Environmental Checklist to the following: XX Environmental Review Section XX City of Mountlake Terrace Principle Planner De Department of Ecology P 9Y 23024 58th Avenue West P.O. Box 47703 Mountlake Terrace, WA 98043 Olympia, WA 98504-7703 XX Stevens Hospital XX COMCAST 21601 76th Avenue West Outside Plant Engineer, North Region Edmonds, WA 98026 410 Valley Ave NW #12 Puyallup, WA 98371-3317 XX Community Transit Attn.: Brent Russell XX Washington State Dept. of Transportation 7100 Hardeson Road Attn: Ramin Pazooki Everett, WA 98203 SnoKing Developer Services, MS 221 15700 Dayton Ave. N. XX Dean Saksena, Senior Manager PO Box 330310 Snohomish Co. PUD Seattle, WA 98133-9710 PO Box 1107 Everett, WA 98206-1107 XX DNR SEPA Center P.O. Box 47015 XX Kojo Fordjour Department of Olympia, WA 98504-7015 Transportation Environmental Manager XX Puget Sound Regional Council 2911 2"d Ave.. Attn.: S.R.C. Seattle, WA 98121-1081 1011 Western Avenue, Suite 500 Seattle, WA 98104-1035 XX Applicant: Lance Mueller &Associates XX Cityof Lynnwood y Attn: Davis Hargrave 130 Lakeside, Suite 250 Attn.: Senior Planner Seattle WA 98122 P.O. Box 5008 Lynnwood, WA 98046 Attachments pc: File Nos. BLD-2007-0789 & ADB-2007-0063 SEPA Notebook -! 4F THAN: TS (,SQL as j i A3 0 SITE. Magic Toyota 21300 Highway 99 Page 2 of 2 SEPA DETERMMATION.DOC 8129/07 SEPA OF ED,�o • �d CITY OF EDMONDS ENVIRONMENTAL CHECKLIST St. 1 Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: MAGIC TOYOTA ry°il9y 2. Name of applicant: Lance Mueller & Associates/Architects f: 3. Address and phone number of applicant and contact person: 130 Lakeside, Suite 250 Seattle, WA 98122 Contact Person: Davis Hargrave Page ] of 22 edmonds-sepa checklist - handwrite.doc6.28.2007 4. Date checklist prepared: July 2007 5. Agency requesting checklist: City of Edmonds 6. Proposed timing or schedule (including phasing, if applicable): August construction start on phased project — First Phase two tier parking structure followed by demolition of existing structure and construction of new Toyota dealership building. (STAFF COMMENTS) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. See Item #6. (STAFF COMMENTS 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report File No. 11805-001-02 prepared by GeoEngineers, dated July 14, 2006. (STAFF COMMENTS) C P-A. 1--004• U(D� u W41N") — n0 GVi-H'Cq Ixrea5 +DL hd U-n Qr ad62C-Cmf -1-D ffie- atypuf10u 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. Building Permits for the site improvements and buildings. (STAFF COMMENTS) C7 t.,y • "o+ • o2s9 8l ADD •'jj(?O� • Ob lo�j Page 2 of 22 edmonds-sepa checkl'ut - handwrhe.doc:6,28.2007 • 0 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project consists of grading the southerly portion of the site and building the two tier (70,000 s.f.) parking structure followed by demolition of the existing building and then construction of the new dealership of approximately 43,790 s.f. (STAFF COMMENTS 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 1. Site Address: 21300 Highway 99, Edmonds, WA 98026 2. Parcel Numbers: 5807-000-006-0503, 5807-000-006-0107 005807-000-006-07, 005807-000-006-02 005807-000-006-03, 005807-000-006-04 3. Total Area: 182,206 sq.ft. (4.18 AC) (STAFF COMMENTS) TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: The northerly portion of the site is paved vehicle display/parking with the existing dealership in the middle and then slopes down to the south to the undeveloped portion of the site. (STAFF COMMENTS Page 3 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 b. What is the steepest slope on the site (approximate percent slope)? Approximately 50%. (STAFF COMMENTS) "WAIV-Y" C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Very dense silty sand with gravel, medium dense silty sand with gravel, 10' loose to medium dense fill overlying hard silt — see Geotech Report by GeoEngineers. (STAFF COMMENTS) 416: A'ttAltywood -Uyban I and LOVAolei � 2-�s•/• � pC5 T *w- A,tdCVWQ0d-u,rJial1 [4yid I- o►a �C (8-I5-b S ppM)J #61 • P i T S -- Ul 09 AM La h nft; WtJo S bi I SU rvrc.� ,J. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. None known. (STAFF COMMENTS e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 3461 cu. yds.± of fill at parking garage — source not known at this time. (STAFF COMMENTS) PCY Gv d 5 CIA4- a to d 5!53o c u d5 ff I l =. nc.f- -fi I of + (O2(o r_u d e f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes — but is easily controlled with conventional erosion control techniques. Once completed, there are no erosion concerns. (STAFF COMMENTS) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 95%±. (STAFF COMMENTS Page 4 of 22 edmonds-sepa checklist - handw ite.doc:7.5.2007 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction — hay bales, silt fences and ditches control erosion. After construction, the storm system will control erosion. (STAFF COMMENTS .. A . . . .1 . - w — . . 2. AIR VI 1'6Yl a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Emission from site construction and equipment. Post construction emissions would be.from vehicle exhaust. (STAFF COMMENTS b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. No (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: During construction the soil could be dampened as needed to control dust. (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No (STAFF COMMENTS Page 5 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No (STAFF COMME (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None (STAFF COMMENTS (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No (STAFF COMMENTS) Page 6 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 b. Ground: (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No (STAFF COMMENTS (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None (STAFF COMMENTS) C. Water Runoff (including storm water):. (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff will come from roof and parking areas and will be collected, treated for water quality, detained and then released to the public storm system. (STAFF COMMENTS) Pw �/✓1 Li 1Y1 C'e I�l Q d i-vils r m l_S re 4.0 Cruwm (2) Could waste materials enter ground or surface waters? If so, generally describe. No (STAFF COMMENTS Page 7 of 22 edmonds-sepa checklist - handw ite.doc:6 28.2007 d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Detention vault per Item #1 above. (STAFF COMMENTS) 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other: Madrona X evergreen tree: fir, cedar, pine, other: Fir shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other: other types of vegetation: (STAFF COMMENTS b. What kind and amount of vegetation will be removed or altered? All (STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. None (STAFF COMMENTS) Page 8 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if any: New landscaping to be provided along Frontage and Aurora Avenue. (STAFF COMMENTS) 5. Animals a. Check or circle any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: None observed mammals: deer, bear, elk, beaver, other: None fish: bass, salmon, trout, herring, shellfish, other: None (STAFF COMMENTS) b. List any threatened or endangered species known to be on or near the site. None known. (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. Non known. (STAFF COMMENTS) d. Proposed measures to preserve or enhance wildlife, if any: None (STAFF COMMENTS) Page 9 of 22 edmonds-sepa checklist - handw ite.doc:6.28.2007 0 • 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric — Lighting Natural Gas - Heating (STAFF COMMENTS b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Building envelop insulation and insulated glass. (STAFF COMMENTS) 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. No unique or special hazards anticipated — oil water separators provided as required. (STAFF COMMENTS) (1) Describe special emergency services that might be required. Local fire, police and medial services. (STAFF COMMENTS) Page 10 of 22 edmonds-sepa checklist - handwriie.doc:6.28.2007 (2) Proposed measures to reduce or control environmental health hazards, if any: None required. (STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Construction equipment during construction. Vehicular traffic post construction. (STAFF COMMENTS) (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hour's noise would come from the site. No unique noise levels from above activities. (STAFF COMMENTS) Pur,o�puaylf f'o �.e(Ylil, and 5 mum I U bA f�ndoe, fi + 1-C. 5 • 0:5 u V1 D "%G u 6a k tv torl,p (3) Proposed measures to reduce or control noise impacts, if any: Mufflers on construction equipment. (STAFF COMMENTS) 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Current site use is the old auto dealership. Adjacent properties — retail. (STAFF COMMENTS) it 0 C�i 61 n 0e, Page I I of 22 edmonds-sepa checklist - handw ite.doc:6.28.2007 b. Has the site been used for agriculture? If so, describe. Not known, but not recently. (STAFF COMMENTS C. Describe any structures on the site. Existing masonry and frame dealership structure. (STAFF COMMENTS) d. Will any structures be demolished? If so, what? Yes — entire building. (STAFF COMMENTS) M1 69 a KYW! I7 4 C30- 001* e. What is the current zoning classification of the site? CG2 — General Commercial (STAFF COMMENTS) f. What is the current comprehensive plan designation of the site? Highway 99 corridor. (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? N/A (STAFF COMMENTS) Page 12 of 22 edmonds-sepa checklist - handw ite.doc:6.282007 • 9 h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No (STAFF COMMENTS) no %vr1na l aI( a,4 Wue, '� and M or L.. .!. A. an�- ...,- - '- - a � }" - - - A— - - B . - __ •• -e- // i. Approximately how many people would reside or work in the completed project? Approximately 85. (STAFF COMMENTS) (��.�(d:Q�i/t'r1a p a Ge, C.dwimPiYli(Oct j. Approximately how many people would the completed project displace? None — same people. (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: None (STAFF COMMENTS) I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None (STAFF COMMENTS)_ BLAA • IA Ani -f• • 9. Housing 9. A - � t/1.•. e • a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. None (STAFF COMMENTS) r�� i d�iy�fi a 1 • Page 13 of 22 edmonds-sepa checklist - handw he.doc:6.28.2007 • • b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None (STAFF COMMENTS C. Proposed measures to reduce or control housing impacts, if any: None (STAFF COMMENTS 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? Approximately 35 ft.t Composite metal panels, concrete and glass. (STAFF COMMENTS) WAX %-U 1!f 15 15' pur6i rart-- (� What views in the immediate vicinity would be altered or obstructed? Replacing existing facility. Any view change would be very moderate. (STAFF COMMENTS) C. Proposed measures to reduce or control aesthetic impacts, if any: Replacing an aged existing structure with a new one would be an aesthetic upgrade. (STAFF COMMENTS) G7110 11 utg Qiti/ - rn 15fi2thut. lA V1rily -HIt, * ft9— SOo_- — (o Page 14 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Site lighting of parking and building. (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? No (STAFF COMMENTS) C. What existing off -site sources of light or glare may affect your proposal? None (STAFF COMMENTS) d. Proposed measures to reduce or control light and glare impacts, if any: Use glare cut-off fixture on parking lot fixtures to eliminate glare. (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None known. (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. No (STAFF COMMENTS) Page 15 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None (STAFF COMMENTS) 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No (STAFF COMMENTS b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None (STAFF COMMENTS C. Proposed measures to reduce or control impacts, if any: None ff (STAFF COMMENTS 14. Transportation Should archeological materials or human remains be observed during project activities, all work in immediate vicinity should stop. The State Department of Archaeology & Historic Preservation (360.586.3065) the Planning Division (425.771.0220) and the county coroner (ff applicable) should be contacted immediately. Compliance with all applicable laws (RCW 27.53, 27.44, & WAC 25-48) Is required - failure to do so could constitute a Class C Felony. a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Aurora Avenue (Hwy. 99) and 212th Street S.W. Site access on new facility to remain the same as the facility it replaces. (STAFF COMMENTS) Page 16 of 22 edmonds-sepa checklist - handwrite.doc:6.28.2007 b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? Yes — Community Transit service available at 212th Avenue S.W. and Aurora (Hwy. 99) adjacent to site. (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project eliminate? Completed project will have approximately 450 stalls. Project would essentially not eliminate any, as we are replacing the existing dealership. (STAFF COMMENTS) nf' * r-ee-f park-r'n G Yegu l �trnm eL e*V U In 6L U,• e2DL I - • SD. o vo . d. Will the proposal require any new roads, streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No (STAFF COMMENTS) e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No (STAFF COMMENTS) f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. To be determined — Traffic Study is under way. (STAFF COMMENTS 0 W Page 17 of'22 edmonds-sepa checklist - handwrite.doc:6.28.2007 g. Proposed measures to reduce or control transportation impacts, if any: To be determined — Traffic Study under way. (STAFF COMMENTS) -rd bf, itr-P/Vl� Vy-Cid 0 V1 d fAfYj 6(1'h*&U Q� bN 'r v lic' CAni na .L Gin � l' � • 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No — Replacing an existing facility with same. (STAFF COMMENTS) b. Proposed measures to reduce or control direct impacts on public services, if any: None (STAFF COMMENTS) 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: (STAFF COMMENTS Page 18 of 22 edmonds-sepa checklist - handwrite.doc:7.3.2007 b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Sewer & Water — City of Edmonds Natural Gas — Puget Sound Energy Electricity — Snohomish County PUD Refuse — Allied Waste Telephone — Verizon & Broadwing Communications (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is reI ing on them to make its decision. 7 Signature of VXponent Date Submitted Page 19 of 22 edmonds-sepa checklist - hand—he.doc:6.28.2007 LANCE MUELLER 6 ASSOCIATES A R C M i T E C T 5 A I A - 30 lakeside • suite 250 sesttle. washington 98122 date 325.2553 fax 328.0554. job A4�� 2:007A. 208TH ST. SW 208TH ST. SW 3 Q 210TH ST. SW of = . SITE o 3 K. 2, 2TH ST. SW �'� 212TH ST. SW 3 3 ¢ 3 3 W a � a J JSW 215TH ST. SW co �n �; 215TH ST. M7 N Q 216TH ST. to SW `D to Jam- 3 220TH ST. SW .220TH ST. SW VICINITY MAP errs