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1233 OLYMPIC VIEW DR_Redacted11111111111111 12508 1233 OLYMPIC VIEW DR CITY OF W)MONDS - SIDE SEWFO PERMIT WATER -SEWER DEPARTMENT ��VE PERMIT �® (61?� (Inspection 775-2525 for side sewer inspections BEFORE covering any portion of the construction. 1 `Inspection will be provided within 24 hours after requst. NO Sat., Sun., or holiday inspections./ 1� 6146 ADDRESS LOCATION OF CONSTRUCTION.--L- .- 3-�.--�.y.M1P...C-.5.....1.1�. ..... .c... rl..� d.� CI....w.�.......... PROPERTY LEGAL DESCRIPTION ......... 1.2-3.-3...... 4--ym. .plc-...vL-e-Ct.1..... QZ .DrnQ.1a2J.-..-.0 / . / f ... ;....... AND/OR BUILDER ...................................... _.................................. 01iACTOR'S NAME & ADDRESS ... H.V-M.?'.Y EX.t...... HQ T... ..G.a.................. _.._..................................................... .......... Permission is granted ....... ...._----------------------------_....---....----, 19....----, for repair and/or connection of a side sewer to the city sanitary sewer system in accordance with City of Edmonds ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed In city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. NOTE No. 5---Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in- sert the pipe into the wye. DISAPPROVED Date ... _...... APPROVED p Date .... ...... Remarks: .. ..... By ................ Date... ............................ By. ---- By................ Date ............... -................... 'By---------------- - BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection — I....................................................................................... .... hereby certify that the side sewer installation constructed under this permit (Owner of Contracting Firm Performing Construction) was installed in accordance with all governing ordinances of the City of Edmonds. Datedthis ............... - ........... day of ................................................................. 19......... ,/4 Check BEFORE you dig for: Water ❑, Gas ❑, Telephone E], Power E], Sewer C], Other ❑ V V TO Reid, Middleton & Ass*tes, Inc. Engineers • Surveyors "o Planners 324 Main St. Edmonds, Washington 98020 STREET Phone 775-3434 mr— SUBJECT _,L'-1' o�V J/D3 RECEIVED JUL 111978 Public Works Deg, '_IL1—f�� A G_�� le-ae zfo SIGNED ❑ PLEASE REPLY ❑ NO REPLY NECESSARY I' 2 3 5 6 8 9 10 12 ��XI51`ING. A5PHALT PAP.KING LOT. 0 A MAIN �NTP.ANC� STREET FILE EXISTING NORTH LANI25CAPIN6 PPOPWTY APM55; �XI511NG 12UMPST�t? 12�3 OLYMPIC VIEW PPK,,pPLR(D�.r) �W' i7,XVNNlEEG�U!1 �12MONn5, WA 98020 LOCAION C 2> plpt�' Q/, he- SCAi r i I , = 201 —OI EXISTING �UIL121NG AktA OF T%AW SPACE PI;OnpTY PARKING SPACES REM 1 � IRKING SPACES PROPOSED: BARRIER FREE PARKING SPACES;..! APPROVED, By PLANNING M511N6 GI?AVEL PATH a� . �4511NG 5TA P,5 TO 5HOPPIN6 CEMP Add Hoxdisa.p Sian PpOPO5N2 ACC�551PLE PAP.KING � �X15TING ex1511NU SVL,VVr -I\ T \ I� 16 �� LAN175CAPING Y ve EX15TING A5PHALT PAWING LOT Add - II'•b' I� 15 16 Entr0.n c.? Only S%qr) L yAUG 31 2015 IILDING DEPAR<,IENT of f OF EDRFrNDS Enkmy\ce-only from Wes+augw Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way por City standards that is caused or Occur, during ma permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DAMAGE 1. j:v �l r'1 PLANNING DATA STREETFILE New Commercial / Multi -Family Projects Name: ` L Date: 6 (z I Site Address: Z33 Q�� tit Plan Check #: BLD - Zp (S Oq S I Project Description: T,T -4;- t1-:.le�...:� Use(s) Proposed: Q �. Allowed Use: (SE' / NO) CUP File Number: To Allow What Uses: Legal Nonconforming Land Use Determination Issued: (YES N� Reduced Site Plan Provided: (YES / NO) Zoning: Map Page: Comp Plan Designation: Corner Lot: (YES I(!�05) Flag Lot: (YES /d�> ADB File Number (date waived): Lot Area: b • ZZ 4-c� Plans Match AOB Approved: (YES / NO) Shoreline Required: (YES NO Critical Areas Determination #: ❑ Study Required 1 ❑ Waiver 6 SEPA Determination: Exempt ❑ Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake Ballinger. Requires: 1 Fee, 2 Environmental Checklist, and 3 APO List with notarized form)._ Required Setbacks j{ Street. Side: Side: Rear: Actual Setbacks Street: Side: Side: Rear: Lot Coverage/FAR Required: /J A Lot Coverage/FAR Provided: !JIA Lot Coverage/FAR Calculations: /JIA Building Height A - (Jo Datum Point Datum Elevation: OA Maximum Height: Actual Height: Subdivision: Lot Aggregation Required: Landscaping nJ d No G.�o�. ��:. •i c_ Landscaping Matches ADB Approved: Landscaping Bid Provided: (YES / NO) Bond Amount (100% Bid): Plan Review By: PLANNING DATA New Commercial / Multi -Family Projects STREET FILE Commercial Parking Analysis Business. Name Type/Use Parking Ratio ' Tenant- "Xrea Required Parking O 1'-100 3906...s- (O rota/ Parking Required. - Total Parking Provided.- i Multi: Fami4Parking Anal is # Bedrooms per Dwelling Unit Parking Ratio # Units Required Parkin Studio 1.2/D.U. 1 Bedroom 1.5/D.U. 2 Bedrooms 1.8/D.U. 3 + Bedrooms 2.0/D.U. Total Parking Required., Total Parking Provided. - Other "t o e" " 4 ram.- J (a..Jl 4 P— f Plan Review By m Invoice M Project:Bloom Learning Product:Alupanel Sign APPROVED P'/ LANN G ..-•� ; 7) loom ) V .-IAILY IDUCATION- Academy Language Studio Parent Education Teacher Education Designer:Jake Date:08/17/2015 Revision: Tel: (425) 361-7992 www.bloomlearning.com Scale: 1:1 Computer generated dwkbes may not match finish sign colon. This design is the properly of Sno-Khrg Slgoa and b protected under state and federal copyright Ism Any use of this artwork without written permtsdon from Sno-King Sligo shall constitute an agreement to purchase this artwork and the dedgo proposed. © Sno-King Signs AUU" 20 22405 P: (425) 775-0594 F: (425) 670-2203 www.snoldngsips.com SnoUngsigas(tnalcom 625 Aloha Way, Edmonds, WA 98020 6MM ALUPANEL © Sno-King Signs [ARLY IDU(ATI..ON Academy . Language Studio Parent Education Teacher Education Tel: (425) 361-7992 www.bloomlearning.com MOUNTED ON CEMENT WALL WITH 1" INCH STAND—OFFS 2" DEEP WITH ANCHORS)7. TOTAL WEIGHT: 20 LBS Invoice M Project:Bloom Learning Product:Alupanel Sign Designer:Jake Date:08/17/2015 Revision: Scale: 1:1 Computer generated sketches may not match NO edge colon. This daigo b the property of Sno-King Signs and b prokded under state and federal copyright laws. Any me of this artwork without written permhda from Sao -King Sign shag constitute an agreement to pmrhase this artwork and the demon proposed. AUG 20 2 ?5" P: (425) 775-0594 F: (425) 670-2203 www.snol&gsigns.com Snoldngdps(a3gmAcom 625 Aloha Way, Edmonds, WA 98020 1 `EX15TINCA LANnSCAPING $�Ut5- 1,07� NORTH 1 � PC?OpE�11' A1�171;E55: � 1233 OLYMf'IC VIEW nVIVE - �XI511NG nUMf'StEt? EbMONbS, WA 98020 LOCAtION (2) I 1 FOOT PpIN1' OE SCALE; I" - 20' -0'' �EXI511NG EXI511NG 13LIILnING gone g --_ iorner iFlag_____ A5Pftr O Setbacks 2gj red AGE 1 3 PAPKING AP.EA OE rENAN-r fAIA_ -- 1 LOf 5PACE Front Sides�— `} Pr:OPEpiY LINE, iYl', Rear other AUG 2 0 2015 5 EXI1'ING GPAVILL PATI-I x' t3EiiELOr�vo;�,W SOMv23 � fR. 1 CITY OF ED'►lfiONDS 1 EXI51"ING51AII?5 -rU _ �� 0 5HOPPING CE 1\I1 E P, 1 MAIN ROP05 n 1 10 EN �?ANCE ACCE551U PAWING e EXI5fING 1 -II --- EXIS'11NG 5112FWALK 17 � LAN125CAPING 1 12 g,n / 18 D EX1511NG A5r'NAL r PIW\KING L01 EnUCAiION . ENTPANCE� 1 - 1 V } STREET FILL NW on a PLANNING DATA -- Signs -- � Name: Date: 5��3 t ( S Site Address: Z Plan Check i*: BLD z9Q6-Zc�' -LoZ� Project Description: Reduced Site Plan Provided: (E / NO) Zoning: 3 tQ Comprehensive Plan Designation: �`le i �bo r oo r C- Map Page: Corner Lot: (YES Flag Lot: (YES AD ADB File A (or date waived): TOTAL AFea.. 7r-ype ofSi n Type of Sign Allowed in zone? Matrix conditions met? Allowed area r unit .Unit TOTAL sign area allowed for this si n Proposed sign area Example Wall w/intema/ i//uminaGon Yes, with conditions Yes 1 sq. R /lineal ft attached wall 4L ft. attached wall 41 square Feet 20 square feet Sign #1 W 6, ` e- r/ `G,�� 9 7e1.51 Sign 92 Sign #3 TOTAL Sign Area for Tenant/Site Max Permitted: 71 Previous Total: &AA Proposed Total: Sign Aeigl7t Sign Type:�� Max Permitted:�� �� Actual Height: 7 Sign Type: Max Permitted: Actual Height: Type: Max Permitted: ---fSign Actual Height: Sign Lighting Sign Type: Proposed: Allowed in Zone: Sign Type: Proposed: Allowed in Zone: PLANNING DATA - Signs -- ST'�ET Ftf_E Proposed: �1 k ..� l e'-Ck cites; Acceptable? S Requires ADS Approval? AJL n LoCathn If freestanding and 3-feet or over (unless a .fence) meets setbacks? R fired Setbacks rJ! A Street: Side: Side: Rear: v Actual Se6acks Street: Side: Side: Rear: Landsca "n tor�ree�a�d<:..�_ins. N ✓-i ...- . . Size: location:_ Critical Areas Determination #: ❑ Study Required ❑ Waiver Other Plan Review By: w ?�a BU SS LICENSE APPLICATION 04 LICENSE NO. —R0503 CITY of EDMONDS _ _ _ civic center• Edmonds, weemDelD^ ,D STREE o Y—ILC� ANNUAL FEES cur Clem Phone 775 2525 PENALTY AFTER FEB. 15 HOME OCCUPATION. JSTRUCTIONS: All items must be completed or application will not be ac- cepted. Sign and 'return application with fee. Renewals received $10.00 (A) ADDITIONAL $5.00 ❑ ❑ SMALL BUSINESS $15.00 (B) - ADDITIONAL $7.50 ❑ XBusiness with 10 or more employees ADDITIONAL $25.00 ❑ $50.00 (C) after February 15 must pay ❑ NEW APPLICATION (LA) penalty in addition to fee. - qt RENEWAL (LB) NEW BUSINESSES AFTER ❑ CHANGE (LC) JULY 31, 112 FEE. (PLEASE MAKE ANY NECESSARY CHANGES) ❑ DELETE (LDI CLASS YEAR LIQ EFFEC. DATE REASG, LIC, NO SPEC, RECEIPT NO. DATE PAID ' Cf„ PRINT'%' IN SPEC. aF FOR LMADEOOF CORRECTED EE PAID PENALTYP 10, UCENSE WITH 0I 'LC ACTION. NAME OF FIRM BUSINESS PHONE NO. OF EMPLOYEES VANOR IEL REALTY INC 776-2151 } IN— _� NATURE NATURE OF BUSINESS �--- 3L33 --HB-B OLYMPIC VIEW OR REAL ESTATE SALES EDMONDS WA 9002 BUSIN, SS �w D�. INDIVIDUAL PARTNERSHIP CORPORATION olymplc - zsa © (s) 0 (P) 0 (0) _ OWNERS,IVAVE `JAND RI EL D HOME ADDRESS HOME PHONE DATE OF BIRTHR- 778-7505 FMFRGENCY NOTIFICATION- 11% NAMF A TFI FPHONF VANORIEL D 206-7 8-750 (PLEASE LIST TWO) (2) NAME & TELEPHONE VANOR I FI ❑ 206-776-2151 WASHINGTON STATE TAX NO. 600-217-539 APPLICANT'S SIGNATURE DO NOT WRITE BELOW THIS LINE STAFF REVIEW: FILL IN LAND USE CODE, UFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION. ROUTE TO NEXT DEPARTMENT ON LIST. PL¢NNING DEPARTMENT DATE �Po LAND USE CODE ZONING CODE APPROVE ❑DISAPPROVE A� SIGNATURE L3 ® . - CONDITIONAL USE PERMIT COMMENTS = 0 m BUILDING DEPARTMENT DATE Z —OZ G Building ❑ Hotel/Motel (L) ❑ APPROVE ❑ DISAPPROVE SIGNATURE o2 Permit ❑ Apt. Bldg. (A) ❑ Office Bldg. (0) COMMENTS: i APT} (pAAp1F12gAL 5GgC6 Occupancy ❑ Restaurant Group ❑ Hosp/Nuys Home (R) (H) ® CAPACITY: (NO. UNITS, AFTS., OFFICES, SEATS, BEDS, STUDENTS) ❑ School ' -(S) FIRE DEPARTMENT DATE a U.F.I.R. & APPROVE ❑ DISAPPROVE SIGNATURE � 0 O 2 O ❑ DISAPPROVE DATE COMMENTS: ❑ APPROVE ❑ DISAPPROVE DATE �'-ZT vA�' SIGNATURE COMMENTS: PLEASE RETURN TO CITY CLERK MEMO TO: FROM: SUBJECT: S T �. DATE: '7 Building Division Community Development Department Engineering Division Public Works Department V .1) After review of the subject building permit application, we have the following comments- _(l) Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean- ed of dirt and debris caused by the construction.. (3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 14%. I . 0 1 1, ��' MET mt"': 31 4sdik�5 PW 5/77 C.40rh M 0 Z F4 x w Z H c� Z w --121 • PUBLIC WORKS DEPART* CHEa*TT BUILDING PERMIT REVIE.'W Of - 3 W^1! ('2whq Date 1018 RUIN DZ Address Street Right -of -Way Existing REQD Access Easements.Existing Q REQD Utility Easement Existing -ON 9—E777 REQD JA Lot per Subdivision Plat Assessor Map Site Plan Checked for Accuracy Underground Wiring Reqd. Check Accuracy of Legal Description Environmentally Sensitive Area K }QD 'Environmental Checklist Reqd. Flood Hazard Zone Shoreline Management Area Slope, Soil, Vegetation Stream, Creek, Drainage Basin% Existing Zoning Per Code. Amenities Design Board Approval Reqd. ADB # Approval Board of Adjus t Approval.Regd. VnK 77: r Review By:\�e e1 Date: (a II(OCO'Ne Existing Water Main Size Water Main. Regd. C� -- - Service Line Reqd. Hydrant Size.Existing Hydrant Reqd. Per Fire Code Size Detector Check Meter Reqd. Aj Cross Connection Inspection 1J c'7 Fire Department .Coits Water Meter Ch Wge Reqd.Q "a Review by: - Date: Septic 'Tank uesign-Approveci uate: Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability C,l�,o Proj . G /j:) 97 Drawing No. File No. Side Sewer Availability y�,�p��,e i Li•V Sanitary Sewer Connection FeeRegd. Review By: . W/' Date : ��AK.K. 0. K JL JL JL yen Ditch ExistinAl Z4Reqd. Culvert e t Regd. �",�� s T,'.-t � Size /2 P4 Catch Basin Reqd. .y; SST, "� . Indicate on Site.. Plan_ Shoulder drainage n-nintain collection cni Swale open„ runoff ,¢ ', cunhole regd. Indicate on .Site Plan Soil Conditions and Ground Water field Checked Re,,*iew by a-Ito Street Paving Reqd. N H Curb and Gutter Reqd. w Sidewalk Reqd. (.t/ 49= w Curb Cut for Driveway Reqd. T c)4 Right -of -Way Constniction Permit Reqd. (� S H Bond Reqd. for Public Improvements ,8 S Street Name Sign Reqd. 14l / a Other Signing Reqd. Jfj/,q- Pre. Permit Site Inspectionmade on 7 ,.a o�_4 BY : SE[JER w wlj WATER ~' STREET rt> M H w ENGINEERING ' '4 Special Requirements listed in memo to Com=airy Development Department, Building Division BY Date -71 o All items filled in on Building Permit Application 1z BY � IV Date a' Drawings Stamped and Notations Made w BY Date_ ,Approved by Public"Norks Department Revised: lv 10-1977 B U-I L D I N G D E P A R T M T Applicant Fill RM IT ZO ZONE NUMBER PERMIT APPLICATION Inside Heavy Lines �� JOB ADDRESS /O/j /OC,) NAME (OR NAME OF BUSINESS) Don E. Van Driel O SUBDIVISION NO., PLAT NAME ASSESSOR MAP NO. W MAILING ADDRESS 2 3 630 Aloha Way CITY - - E LEPHONE NUMBER PUBLIC RIGHT OF WAY PER ORDINANCE NO Edmonds, WA 98020 7.78 75o5 EXISTING RIGHT OF WAY_ �^} PROPOSED RIGHT OF WAYr1l0 NAME I- Warren LaFon U DEFICIENCY OF RIGHT OF WAY W I- ADDRESS 20006 50th Ave. W. Box 156 STREET/UTILITY WORK REQUIRED YES ❑NO VI Y rc = U PERMIT FOR WORK IN PUBLIC R/W ® YES ❑ NO G,�1 UNDERGROUND WIRING, REQUIRED WYES ONO 0 3 U, tC a CITY Lynnwood, WA 9803b ELEPHONE NUMBER 774 6444 CONNECTION TO SANITARY SEWER®YES NO SEPTIC TANK PERMIT REQUIRED El YES WNO J m y NAME Hummel Homes, Inc. tt SEPTIC TANK PERMIT NO. - 0 ADDRESS U 22218 86th Place W. a SEE MEMO DATED I- CITY TELEPHONE NUMBER Edmonds, WA 98020 REMARKS 775 8702 U STATE LICENSE NUMBER CITY LICENSE NUMBER C H E B 224C3 None JKED , Legal Description of Property (Show Below or Attach Four Copies) METER 51 E BUILDING SUPPLY SIZE Tract 1, Wallace Tracts, I�1 "I►J Z REMARKS Fa ° According to the plat thereof P SStX Te-'OLAvorL. d SIGN AREA ENV. REVIEWIt ADB NO. recorded in Vol. 12 of plats page 7 ALLOWED PROPOSED COMPLETE EXEMPT N W J records of Snohomish County Washington a l7 REMARKS W J VARIANCE OR CU PLANNING REVIEW BY DATE ® YARDS �V / FRONT !O rSIDE A O'REAR LOT COVERAGE M NEW RESIDE ❑ GAS LINE FIRE ZONE TYPE OF CONSTRUCTION CODE HEIGHT ® NON-RESIDENTIAL SIGN ❑ ADD _ ❑ DEMOLISH RETAINING ❑ WALL ❑ ALTER EXCAVATE SPECIAL INSPECTOR REQUIRED AREA OCCUPANCY OCCUPANT GROUP LOAD FENCE OR FILL ❑ ❑ ❑ YES ❑ NO X—�) ❑ REPAIR ❑ PRE -MOVE SWIM PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX INSP, El POOL SHOULD BE CODED 31.04. NUMBER OF STORIES NUMBER OF REMARKS two DWELLING One F UNITS z NATURE OF WORK TO BE DONE W Build a commerical building with a c residence on top a . W PROPOSED USE PLAN CHECK FEE VALUATION FEE o Neighborhood Business ► 6 PLOT PLAN INDICATE BUILDING SETBACKS, � z W X ABUTTING STREETS) - BUILDING � 6 Ln WO ATT. H -Y 9Z.I rS JCC. `C C �J ��71 PLUMBING W m MECHANICAL W0 0 FENCE - r SIGN z RETAINING WALL f 0 SWIMMING POOL u PLANNING DATA STREET FILE . -- Signs -- Name: �i Date: k—,,/ Site Address: 1 . ` ; PlanCheck #: BLD-.A0'1k Project Description Reduced Site Plan Provided: NO) Zoning: Comprehensive Plan Designation: e.' Map Page: Comer Lot:. (YES NO ['Flag Lot: (YES /Q ADB File ff (or date waived): nl/A TOTAL Area: per 7ype OfSi n Mowed in Matrix Allowed TOTAL sign T of Si Type 9n zone. conditions area per Unit area Proposed me� allowed for sign area this sign Wall w/intemal illumination Yes, wrth conditions Yes 1 sq. ft./lineal ft. attached 9! >T attached. wal/ 41 square feet 20 square feet wa/1 Sign # i 1sQ.4'� pc� 30 Wa�1 Yes N/A � .,\ A - +eN" k 30 s�. k 14 sZ..F. (,oak >�;o� a 4- a Sign #2 blades Ye NIA Ifo sQ.JP4- N/A IG sg-A. ;R sg.F4. Sign #3 TOTAL Sign Area fbr(Tei7anto&te Max Permitted: Previous Total: Proposed Total: v 1 S Sign Height Sign Type: Max Permitted:iae c ��� Actual Height: 9 $I/ Sign Type: g` ? Max Permitted: I i Actual Height: / Sign Type: Max Permitted: Actual Height: Si n Li h&7 Sign Type: Proposed: o ^e . Allowed in Zone: Ye Sign Type: VaAA Proposed: onc. Allowed in Zone: y�S , PLANNING DATA -- Signs -- STREET FILE .Sign Colors Proposed: g; Ue b\,. _. Acceptable? Requires ADB Approval? ` - Sqn Location If freestanding and 3-feet or over (unless a fence) meets setbacks? R aired Setbacks Street: Side: Side: Rear: Actual Setbacks Street: Side: Side:. Rear: , Landsca in for Free landi. ; Size: Location: Critical Areas Determination #: ❑ Study Required ❑ Waiver Other Plan Review By: 4- r1l tp F71, f - }- - 4L-1 06 5 24-- '41 - K CL.- Z- 4 -2A-- Fl hl� T -t - - -�--T - �� >46- 1 4,8 t7� �24 OAr C)-t,� C) 0,t-�,- -- --! - - ' - - 890-19y- STREET FILE CITY OF EDMONDS 250 - 5th AVE N. • EDMONDS. WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering August 10, 1989 Connie McLaughlin 1233 Olympic View Drive Edmonds, WA. 98020 Dear Ms. McLaughlin: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR As you requested, we have done further research into the property at 9102 Olympic View Drive. The subdivision of this property was done many years ago prior to City records.on such matters. Evidently, at that time, the fifteen foot easement was deemed sufficient and the subdivision was approved. It is our determination that the existing easement and road are satisfactory to serve a third lot. This letter only addresses the road requirements. There will be the standard drainage,sewer and water requirements with the submittal of a building permit application. Sincerely, A DAN SMITH Engineering Inspector DS/sdt MCLAUGHL/TXTST530 Albert • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan CITY OF EDMONDS PUBLIC WORKS DEPARTMENT STREET—MLE RIGHT - OF - WAY CONSTRUCTION PERMIT A *Address or vicinity of Construction Name /,A Mailing Address V City, State, Zip Code • Contractor: Name Mailing Address X, -.,--A' a .mod. GUe, , 9 �orj City, 'State, Zip Code Permit No. Issue Date `=a f. t • Permit Issued To: f< • R ° 6' r� yc cll-t' • Type of Work to be Done: -� % 19.E �� 3 I 11'1, • Work irfConnection With: ❑ Sub or Plat ❑ Single Family P�Comml. / Ind. ❑ Apt. Condo. • Pavement Cut: ❑ Yes ❑ No State License Number 44A 57— 7 a Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must be available atrthe job site for inspection purposes at all times. !� r" �9C Signature: 2/ 1.r lMl.t77 G Tate Owner or Agent ` ry THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Void after L Gil 14l t�1 .,days AX"Ir�E �� K lien Special Conditions: __I,•� Vr,,prz �l Ammendments: -1"n rrrr:; 1*� rr e Na DAB Permit Fee I , Security Deposit:-� Receipt No.:�� ` pp !; Fund 111 Fee: r, e - Street Cut Dimensions X = * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 FIELD INSPECTION NOTL", (Fund 111 - R.outvconv to ;street DeL�t. Diagram: Contractor called .for inspection,._ Nork Disapproved By: Work Approved Bv: Inspector: Yes No Date: Bv: Date: Date: Ena. Div. December 1978 Side Sewer Drawing The City of Edmonds EASEMENT NO . ........................ ................... NEW CONSTRUCTION E] REPAIRS E LID NO . ............. .-----ASMT. NO. ------------------ OWNER -------A - M ------- ------- tNC ------ CONTRACTOR ------- ............................. ------------------ PERMIT NO. JOB ADDRESS --- ..... VDV:;;.LEGAL DESCRIPTION: LOT NO- ------ ----------- -------------- BLOCK NO. ------------------------------------ NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- PWW-000 ---------- r Reid, Middleton and Aseiates, Inc. Engineers • Surveyors • Planners EDMONDS, WASHINGTON 98020 Phone 775-3434 TO City of Edmonds C Tm r= r--11 I� iI Civic Center GENTLEMEN: WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter [L[E*C 2 O[F VIRUS OM ODUMEL DATE Jul 7 1978 JOB NO. to ATTENTION Fred Herzberg,CityEngineer RE: Storm Drain Retention for Lot 1, Wallace Tracts; Owner Don Van Driel Realty ❑ Attached ❑ Under separate cover via the following items: ❑ Prints 91 Plans ❑ Samples ❑ Specifications ❑ Change order ® WrulatinnS COPIES DATE NO. DESCRIPTION 2 ", 8 Z103-1 Plan of Storm Drain Retention THESE ARE TRANSMITTED as checked below: LN For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO Mr. Bruce Hummel SIGNED: FORMo- Pa2- Available hom nres Townsend. Mesa.olae8 If enclosures are not as noted, kindly notify us at once: Dean Hough JAMES­,H. REID LEROYF. LEROY F. MIUDLETON C. WAYNE JONES LLOYD H. NELSON RGGv{i, &4U&fN2 & 4 , 7"0 ENGINEERS • SURVEYORS • PLANNERS 324 Main Street • Edmonds, Washington 98020 • 1206) 775-3434 STORM DRAINAGE DETENTION CALCULATIONS FOR LOT 1, WALLACE TRACTS in Sec 13, T27N, R3E W.M., Edmonds, Washington SITE INFORMATION 1. Area = 0.434 ac. 2. Average slope, east to west - 2.7% 3. Site condition - paved gasoline station - Cex July 6, 1978 File No. 7103 CITY OF EDMONDS P• W. DEPT. ENGINEERIN EXAMINE DIV. BY DATE REMARKS = 0.715 (see below) 0.084 ac grass @ 0.15 = 0.084(o.15) = 0.0126 0.350 ac asphalt @ 0.85 = 0.350(o.85). 0.2975 0. 3+ ac Total Cexist - 0�3 0.3101 = 0..715 _ - Using the Yrjanainen-Warren method for simple retention/detention basin design, the following calculations are to determine the required volume of retention for this development. Longest distance to.point of discharge from site = 185' Overland flow velocity = 3.25.f.p.s. @ 2.7% - Paved area Chart'l, Storm Water Management Manual. Therefore, time to concentration = L/V(60) + 10=.185/3.25(60) + 10 = 10.95 min. Intensity = i = 1.54.in/hr @ 10.95 min. - Renton -Seattle curve Future coefficient weighted: 0.216 ac. asphalt @ 0.85 = 0.1836 0.126 ac.' roof @ 0.90 = 0.1134 0.092 ac. planter @ 0.15 0.0138 .434 Cdev = 0 0.716 Qex = CiA 0.715(1.54)0.434 = Qallowable = 0.478 c.f.'s. Qo - Acrell.3 Cdev - 0. 0470.71 = 1..54 c.f.s./A.C. Assume orifice outlet conditions exist - T = -25 + 1762/Qo = -25 + 0 762/1.54 = 8.83 min'. Vs 2820T _ 40 QoT = 2820(8.83) _ 4o(1-54)8.83 = 736.05 - 543.9 = 192.1 ft.3/A.C. T+25 3333 . Vtotal for plat = (192.1 ft.3/A.C.)(0.434)(0.716) = 59.7 ft.3 SIZING THE RETENTION SYSTEM The retention system will utilize both comined surface ponding in the parking lot and.storage in the catch basin system. MUNICIPAL ENGINEERING • WATER SUPPLY • WASTE TREATMENT • SURVEYS £r CADASTRAL ENGINEERING AIRPORT PLANNING & DESIGN • MARINAS • PORT & INDUSTRIAL DEVELOPMENT • FEASIBILITY STUDIES VOLUME PROVIDED (See plan attached) Ponding area = 10' x 108' = 1080 ft.2 @ 0.25' depth 270 ft.3 Volume of 4-foot dia. catch basin manhole = 3.14' @ 12.57 ft.3/ft. = 39 ft.3 Total volume provided = 309 ft.3 Since 309 ft.3 > volume required = 57.9 ft.3 o.k. SIZE THE RESTRICTOR ORIFICE Head, h = overflow elev. - inv. elev. 114.90 - 111.76 = 3.14 ft. Area of off -site = 0.22 ac. Qdr. = Qall. + Qoff-site = 0.434(1.54)0.715 + 0.22(1.54)(;25) = 0.478 + 0.051 = 0.529 c.f.s. And dOR Y 4 Qor x 12 = 4(.529) x 12 = 3.29 in. 1� ; 3 29 r (.63) 4.457) Use 3-1/41' dia. orifice. SIZE THE OUTLET PIPE Longest distance to new intake = 150', Overland flow velocity = 1.4 f.p.s. @ 0.5% paved Chart 1... Time to concentration = L/V(60) + 10 = 150/(1.4)60 + 10 11.78 min. Intensity = i = 1.39 in/hr - 10-year storm, Renton -Seattle curve Chart 10 Therefore, Qrequired = CiA = 0.716(1.39) in/hr (0.434) = 0.43 c.f.s. -So, use 32' of 8",CMP-HEL- 16GA-AL @ 0.5% This provides 0.93'c.f.s. flowing full @ 0.5%_> 0.43 c.f.s. = Qrequired o.k. STF"'IEE'i �' &IC 1 ORKSDEPAR'IM. Wr CHECKLIBUILDING PERMIT REVIEW4577 21, _ Z� Q Date Street Right -of -Way Existing ��� v REQD t Access Easements Existing K) Q K)M REQD Utility Easement Existing �� �- REQD Lot per Subdivision - Plat ��Assessor Maps z Site Plan Checked for Accuracy Underground Wiring Reqd. x Check Accuracy of Legal Description w Environmentally Sensitive Area } w Environmental Checklist Reqd. z H Flood Hazard Zone Shoreline Management Area z Slope, Soil, Vegetation w Stream, Creek, Drainage Basin Existing Zoning Per Code Amenities Design Board Approval Reqd. ADB # Approval Board of Ad* nt Approval Reqd.. Review BY K� Jnnr. 6) - Date: c x w H Existing [,,Tater i?ain Size d!�; Water Main Reqd. ®� Service Line Reqd . Hydrant Size Existing '4;%' Hydrant Reqd. Per Fire Code Size Q Detector Check Meter Reqd. AJ C7 Cross Connection Inspection 1J 0 Fire Department Comments Water Meter Charge Reqd - Review by: - - Da+: 7/78- - - - - - - - - - - - -- - z.. .1 Address Septic `rank Design -Approved------__-_ Septic Tank Permit Reqd. Permit No. Sanitary , Sewer AvailabilityProj . G /,D 9 7 x Drawing No. File No. ca Side Sewer Availability w Sanitary Sewer Connection Fee Reqd. Review By: to : lG 17A I w B U LL1) I N G DEPARTMENT Applicant Fiji USE PER ZONE /1 � NU PERMIT APPLICATION Inside Heavy Lines JOB 1# N*AME (OR NAME OF BUSINESS) ADDRESS/O/j `riv[— „/ /OC C O Don E. Van Driel 'SUBDIVISION NO. NAP W MAILING ADDRESS ^ z jc 0 630 Aloha Way CITY Edmonds, WA 98020 TELEPHONE NUMBEq 778 7505 NAME Warren LaFon U W ADDRESS' 20006 50th Ave. W. Box 156 U E CITY a Lynnwood, WA 98036 NUMBER r7714741 NAME Hummel Homes, Inc. E 0 ADDRESS U 22218 86th Place W. a E CITY Z Edmonds, WA 98020 TELEPHONE NUMBER 775 8702 U STATELICENSE NUMBER CITY LICENSE NUMBE 224C3 None Legal Description of Property (Show Below or Attach Four Copie Tract 1, Wallace Tracts, 0 According to the plat thereof I - a Nrecorded in Vol. 12 of plats page 7 W 0 J records.of Snohomish County Washington a 0 W J ASSESSOR MAP NO. PUBLIC RIGHT OF WAY PER ORDINANCE NO EXISTING RIGHT OF WAY O PROPOSED RIGHT OF WAY- el;-) ^O :DEFICIENCY OF RIGHT OF WAY I C) STREET%UTILITY WORK REQUIRED *YES ONO PERMIT FOR WORK IN. PUBLIC R/W ®YES NO UNDERGROUND WIRING REQUIRED IN YES El NO CONNECTION TO SANITARY SEWER ®YES ❑ NO SEPTIC TANK PERMIT REQUIRED ❑YES WNO SEPTIC TANK PERMIT NO. SEE MEMO DATED REMARKS CHECKED_B �c� cr[ Sl�cr I -BUILDING SUPPLY SIZE EMARKS SIGN AREA ENV. REVIEW ADB NO. ALLOWED I PROPOSED COMPLETE I EXEMPT REMARKS VARIANCE OR CU YARDS X NEW ❑ ® RESIDENTIAL ❑ GAS 30 / FRONT ElADD ❑ ALTER ❑ REPAIR . ® NON-RESIDENTIAL ❑ DEMOLISH ❑ ORCFILLTE N P. E LINE ❑ SIGN ❑ RETAINING WALL �FENCE X—FT) r-1 Pswim O OL FIRE ZONE F SPECIAL INSPECTOR REQUIRED ❑ YES ElNO PLAN CHECKED BY NUMBER OF STORIES NUMBER OF REMARKS two DWELLING UNITS One NATURE OF WORK TO BE DONE Build a commerical building with a residence on top Z Neighborhood Business y PLOT PLAN INDICATE BUILDING SETBACKS, p ABUTTING STREETS) W 0 PLAN CHECK FEE BUILDING PLUMBING MECHANICAL FENCE SIGN RETAINING WALL SWIMMING POOL PLANNING REVIEW BY DATE LOT COVERAGE lO ,SIDE � O jREAR JF CONSTRUCTION CODE IHE17HT AREA (OCCUPANCY OCCUPANT GROUP LOAD THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. VALUATION I FEE F Z W i F. a a W F Z W f IL 0 J W W 0 } F Z 7 f f 0 U In Y tt 0 3 U_ J m 7 a M W a 3 CITY OF EDMONDS CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT September 18, 1978 Don E. Van Driel 630 Aloha Way Edmonds,'Wa. 98020 CHANGE OF ADDRESS FOR PERMIT #780452 The above building permit was issued with incorrect addresses. The living unit will have the number. of 915 Puget Drive. The office building will have the numbers of 917, 921, 925 and 927 Puget Drive. This numbering allows for additional office space when needed. Harry M. Whitcutt Building Official HMW/ae c cc: Utility Billing v HARVE H. HARRISON MAYOR Z U :i 0 U W Ca 0 O LU V) a O FY OF EDMONDS r Permit No. PUBLIC WORKS DEPARTMENT Issue Date I RIGHT - OF - WAY CONSTRUCTION PERMIT A. *Address or vicinity of Construction • Permit Issued To: A o t • Owner: Type of Work to be Done: Name It IA -)A,) • Workin on- C nection With: Mailing Address 0 Sub or Plat 0 Single Family J CC�u P-tomml. / Ind. El Apt. Condo. City, State, Zip Code • Pavement Cut: El Yes El No 9 Contractor:—k-.-. ig. r, Name X Miling Address State License Number 98el ;4, IL 7 L City, S(ate, Zip Code Telephone Number NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE B. APPLICANT TO READ AND SIGN, INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless.' from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made.*. against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year'.. following the final inspection and.acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be process d for issuance to the applicant. Work is to be inspected. Restoration to 9 in accordance with City Code. Traffic Control to be in accordance with Traffie4:;q*" Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must bV available aythe job site for inspection purposes at all times. Signature: Owner or Agent to " THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES `11 ,4 CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Vdid after 6u'i S clays Special Conditions: �-fin I I S- Ammcndments: V, Permit Fee: Security, Deposit: Receipt No.: Fund Ill Fee: Street Cut Dimensions _X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * NO110E iTO PERbIITTEE AND/OR OWNER PARTIAL APPROVAL. ❑ VIOLATION ❑ CORRECTIONS REQUIRED PERMIT STREET FIL NUMBER JOB ADDRESS ❑NO PERMIT — STOP WORK — RE OVE, CONSTRUCTION OR OBTAIN PERMIT AND MAKE WORK COMPLY WITH BUILDING LAWS. ❑CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS i AND PERMIT — STOP WORK. MAKE EXISTING WORK COMPLY WITH i APPROVED PLANS AND PERMIT OR REMOVE IT. ❑ STOP WORK — UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ! ❑ WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. I CONTACT INSPECTOR AND RECALL FOR INSPECTION. i ARRANGE FOR APPOINTMENT, i THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN .............. .. DAYS OR PENALTIES IMPOSED BY LAW MAY BE i APPLIED. F R I SPECTIONS CALL: 775-2525. ❑BUILDING DIV. INSPECTOR PUBLIC WORKS j CITY OF9 ❑ FIRE DEPT. EDMONDS � 4 dr��,�M •r { �n/. /ti / -q t IOE 4 G cad' S ` T W';- Yjl. tj 64't: t7 a / k•':i4s? •' <-';�'•?ar"��.`��4 � 'ta"% �" ��. 4ii; �'": J t r�;*J ~� i�' .s - f'`. ,k 4 � � � r i�! �h� 1 ��v � �♦ • r � �� �, air � ��'Lr` ,fity� � � • ! � the ' 1�1'��� � w •' : ! i �Iy -r a,.�,.'rT�s �e) / •� ��rs `��' 111S ILti�:I E/OlIT 1 i It� i il�i '"`�r'�'`i•v� 4 '�(�L�1,���. +s�st 1 ��� n�k ¢ ���/ r�ts .(�1' s r � :r� -fib"* °Rp '4 i3 > a • '£' 1�� /•' '4 ! •F �' • - p`�hAf, yy ' �i y tVl `•� � s�s\ � y•; ��,`� �3�,'� � =`�` r t��f�, ��G "� fl l L f 1� �\�`�y�� St`-�lt �rr�'ti��l <�� 1. t ! as er + - ...:cn,...i'ar. -., �ry ,�pfi?d:—n1'p. >w� t �.,• \ ��"by�'t `���.tj%� � t'��� , � , _ : zl " _ .�.. �,.��fr-; �' .ate � � ,��„ ` �, � 33''� � �r�'� �r •:Fo vi, 0 m CONST. C. I. 2.5 F ROM W'LY CURB TOP 114.40 1 N V. III. 8 0 4*- 8" CMP AT 0.5 % :.B. (TYPE II ) N/OIL P.ESTPICTOR 50LID COVER IN DECK fOP 116.04 INV. 111.78 OVERFLOW 114.9 EX. '_IGHT STANDARD — 2.21 TOP //S /S f H77 I — - - nn'uk,it _ �'� - .rA.�y loft � rr;; M ;. 525 `•l x;t-1 - Lynn,vood .��.�� Mountlake_ •"r Fsperance: _ - Bne I Terrace WORK —1e7 A W i ��A♦•• J o• PLACE PROPOSED NEW SIGN #1 HERE OWNER0�/ APPROVED U<'TE BLDG Ci=FICI,`1L FF-`-i-L2 21l��l.,l., 3 JOB SITE MORTGAGE ADVISORY GROUP 11233 OLYMPIC VIEW DRIVE SUITE C PARCEL # 00865300000100 PAVED PARKING Z. � m 6a � - O --. N PLACE PROPOSED N3 r NEW SIGN #2 HERE i i:.terpreted kS %UOw&n: ar pgra!:rw wu maintenance of any currently eXiriti g WOOL nonconforming or Ulft pitted bulldinl& IntMCtdre or site condition wii is outside the eaope of the r',ermit application, regardless of whether such tQlding, ytructure or condition is shown on the cite ppIan or drawing. Such building, structure or condition may be the stttinct 4 a --e-r 0--ste enf;._r mEnt : �a i 7 v PAVED PARKING moo- • •....................................... 210' PROPERTY LINE Mr� OLYMPIC VIEW DRIVE --------------------------------------------------------- lIV 196TH STREET SW V--Noh�- Pursuant to ECDC 20.60.020.A, when located on a wall or mansard roof, no sign may extend above the highest point of the wall or roof, or above the eave or drip line of a pitched roof on which it is located. A sign may not be attached above the Cave or drip line on a pitched roof. APP F idNING APMO ED AS NOTED BY 11 NEE IQ THE /OEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 PHONE: 360.671.7165 FAX: 360.671.0144 NATIONAL: 1.877.298.4761 EMAIL: sales@signsplusnw.com WEB SITE: www.signsplusnw.com DESIGNED EXCLUSIVELY FOR: MORTGAGE ADVISORY GROUP 11233 OLYMPIC VIEW DRIVE SUITE "C" EDMONDS, WA 98201 CLIENT: MORTGAGE ADVISORY GROUP FOLDER NAME: SHARED\PROJECTS\MORTGAGE ADVISORY GROUP EDMONDS\SITE MAP.CDR DATE: 11 /16/2011 SCALE: 1 "=40'-O" SALES EXECUTIVE: ENTER NAME DESIGNER: MIKE LINEBRINK FINAL SALES DATE PRODUCTION DATE REVISION DATE REVISION DATE JOB # 97231 THE COLORS SHOWN IN THIS DESIGNARE ONLYA REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THIS ARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. @ 2010 Signs Plus SERVICE NOTES '""'= STREET FILET TRANSFORM E RS/BAL LASTS : RECEIVED OTHER: NOV 29 2011 DEVELOPMENT SERVICE'S CTR. CITY OF EDMONDS SIGN #1 WEST ELEVATION SIGN #2 SOUTH ELEVATION �ign��lus THE IDEA COMPANY 1330 N. Forest Street Bellingham, WA 98225 PHONE: 360.671.7165 FAX: 360.671.0144 NATIONAL: 1.877.298.4761 EMAIL: sales@signsplusnw.com WEB SITE: www.signsplusnw.com DESIGNED EXCLUSIVELY FOR: MORTGAGE ADVISORY GROUP 11233 OLYMPIC VIEW DRIVE SUITE "C" EDMONDS, WA 98201 CLIENT: MORTGAGE ADVISORY GROUP FOLDER NAME: SHAREMPROJECTSWIORTGAGE ADVISORY GROUP EDMONDS\ELEVATIONS. CDR DATE: 11/16/2011 SCALE: 1 "=4'-0" SALES EXECUTIVE: ENTER NAME DESIGNER: MIKE LINEBRINK FINAL SALES DATE PRODUCTION DATE REVISION DATE REVISION DATE JOB # 97231 THE COLORS SHOWN IN THIS DESIGN ARE ONLY REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THIS ARTWORK IS THE PROPERTY OF SIGN PLUS AND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION SHALL CONSTITUTE YOUR AGREEMENT TO PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. © 2010 Signs Plus SERVICE NOTES LAMPS: TRANSFORM ERS/BALLASTS: RECEIVED' OTHER: NOV 2 9 2011 DEaMP EONFT SSEMROVIICDS CTR- 1 SPECIFICATIONS: EXISTING BUILDING STRUCTURE �,g��PUMN 8'-9 THE IDEA COMPANY ATTACH TO EXISTING BUILDING STRUCTURE 1330 N. Forest Street Bellingham, WA 98225 WITH 3/8" LAG BOLTS (MINIMUM OF FOUR) PHONE: 360.671.7165 FAX: 360.671.0144 NATIONAL: 1.877.298.4761 AW - EMAIL: sales@signsplusnw.com iZ WEB SITE: www.signsplusnw.com et DESIGNED EXCLUSIVELY FOR: A D Y�'I£ S O l` Y;}` R t p MORTGAGE ADVISORY GROUP =Y _ y ` �� '= 11233 OLYMPIC VIEW DRIVE �� __ - . _ mom` a•.v _ i3,�1�. � 'f4 2 t� 1 .1 ..hr.«�r`--.. �. �i'- °•-. 0 -.�� SUITE "C" EDMONDS, WA 98201 FRONT VIEW CLIENT: SIDE AND MORTGAGE ADVISORY GROUP ATTACHMENT FOLDER NAME: VIEW SHARED\PROJECTSWIORTGAGEADVISORY GROUP EDMONDS\SIGN DETAILS.CDR FABRICATE AND INSTALL ONE (1) SINGLE SIDED NON -ILLUMINATED SIGN. SIGN IS CONSTRUCTED WITH A 1" X 1"ALUMINUM FRAME WITH A FLAT ALUMINUM SIGN FACE WITH RADIUS AT TOP. SIGN TO HAVE PAINTED SILVER METALLIC FACE AND ELEMENTS ON THE GLOBE LOGO. LETTERS AND LOGO ARE Yz" SINTRA WITH BLACK FACES AND RETURNS. OVERALL SIGN LENGTH IS 8'-9". COLOR PALETTE ==; SATIN MATTE SILVER 0BLACK I EXISTING BUILDING STRUCTURE EXISTING BUILDING STRUCTURE ATTACH TO EXISTING BUILDING STRUCTURE ATTACH TO EXISTING BUILDING STRUCTURE WITH 3/8" LAG BOLTS (MINIMUM OF TWO) WITH 3/8" LAG BOLTS (MINIMUM OF TWO) M3012 ' �.'%►D��VISORY G'ROUF 2-6° _ END AND ATTACHMENT FRONT VIEW VIEW ONE (1) DOUBLE SIDED ALUMINUM COMPOSITE SIGN TO BE ATTACHED TO A WELDED 1" X 1" FRAME WITH BRACKETS TO BE PAINTED BLACK. SATIN SILVER FOR UPPER HALF AS SHOWN. COLOR PALETTE - SATIN MATTE SILVER 0BLACK DATE: 11/16/2011 SCALE: 1:16 SALES EXECUTIVE: ENTER NAME DESIGNER: MIKE LINEBRINK FINAL SALES DATE PRODUCTION DATE JOB # 97231 THE COLORS SHOWN IN THIS DESIGN ARE ONLY REPRESENTATION OF THE ACTUAL COLORS TO BE USED. THIS ARTWORK IS THE PROPERTY OF SIGN PLUS ND IS PROTECTED UNDER STATE AND FEDERAL COPYRIGHT LAWS. ANY USES OF THIS ARTWORK OTHER THAN DIRECT BUSINESS XISTING STUDS WITH SIGNS PLUS WITHOUT WRITTEN PERMISSION @ SHALL CONSTITUTE YOUR AGREEMENT TO J.C. OR HEADER PURCHASE THIS ARTWORK, AND THE DESIGN PROPOSED. @ 2010 Signs Plus SERVICE NOTES INTERIOR LAMPS: TRANSFORMERffj'VED LAG ANCHOR - DETAIL 1 NOV 2 9 2011 ANCHOR DIA. HOLE MIN. ULTIMATE TENSION & SHEER LOADING IN LBS. OTHER: DEVELOPMENT SE"CES CTR. & LENGTH EMBEDMENT CONCRETE STRENGTH IN PSI. CITY OF EDMONOS AS 2000 PSI. 1 3500 PSI. 318" V 318" V REQUIRED TENSION I SHEER TENSION I SHEER 1 r f Y f y.. 4 i, ir 5 F7 �1 i v! ! P� l f(t 4 r I y f. }} t q } }fi t 17 NOTE LEGAL DESCRIPTION Lot I, Wallace Trcxfs, ;acco1-cling to the plat thereof recares'ecd in liolurrme f of plats , or page 7, records of Snohomish covr fy 01G,5 hing l'on? LEGEND S c t iron pin wi 1h p/c/s f1c cap no'd 9891 O Exis tiny iron pipe wifh p/ug and tack Leroy e/c va Lions are top of ospha It Arrows show direction of flow DATUM CI ty of Edmonds < M• L. L. W 115.20 1. 114.80 I I TOPI/5. /S /NY 113,13 8 9'51N. j i NOIL: EXISTING UNDERGROUND FACILITIES HAVE BEEN .`\ \ SHOWN ON THIS DRAWING FOR THE PUItPQSF OF A ;S 1 T I NG W THE CONTRACTOR IN LOCH f I NG SAYS I AC I I I I 117.1 IN Ili[ car FIEI Q. HIL CONTRACTOR SI1A1 L EIE. iESPON`.;IBLL fOR x I I CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING `9 WITH APPROPRIATE AGENCIES THA1 MAY HAVE UNDERGROUND t�j M I 01 �sr FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR _ °'I (�'��C, SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UIIDE R- �,� `t1 �/ � GROUND FACILITIES RESULTING FROM HIS OPERATIONS. z 0 21 A LLJ 1a; Uj 0 I ai, SLAB EL. 116.5 1 '� SO Z ` "� �k 0 2) o Oz fill © I /NY 115.50 117.7 170 w , 6_,,5 II6.5 M CONST. C.I. I ;J0."/►�O OVERHANG TO FROM WILY CURB I � � • TOP 114.40 INV. 111.80 ��i 114.45 114.95 1 18.2 4_ 8"CMP AT 0.5 % - _.- 2.21 % C.B. (TYPE IC) RESTRICT OR EX LGHT STANDARD' S/ W/OIL 4" SOLID. COVER IN DECK I TOP 116.04 INV. 111.78 OVERFLOW 114.9 117.7 118.4 \ EX. LIGHT STANDARD i l JOIN 87� ` JOIN POWER POLE U FIRE HYD. C.B. EX. C.B. r TOP 115.76 TOP 117.02 0 TOP 113.35 INV. 113.01 INV. 114.42 v� (\J INV. 111.65 1 PUG ET DRIVE BENCH MARK MH (INV.=107,48) (SR-524) 0 SANITARY SEWER I cV ,I 449.08 SOUTH LINE OF SECTION 13,T 27N,R'3E.W.M. EX. CASED N 89°48'0011E MONUMENT . I -r�r�� r�rur i irrrrrrw I. Topography survey done by Lovell Sauerland . 81 Asso., Inc. APRoy LrD DEPARTMENT OF PUBL C/TI' OF EDm0NP3 . TOP 116.04 STANDARD UNIT 1 P" W/ SOLID LID P. INSTALL LADDER -l-_� `AND CHAIN ° �'"o OVERFLOW EL. = 114.9 iv CASCADE OIL RESTRICTOR 04 MOD. 0. R. 8 OR EQUAL. Cj FROM C.I. I I j i TO EXIST. C. B. 0.5% ZI i i 0.5% �� 8° PIPE 8 PIPE up g INV. 111.78 �� -- ---- -_ 48°- -- o,. _ 3 I/4 ORIFICE ..o STREET FILE NO. REVISIONS r DATE 0Y SCALE 111 161 STORM DRAINAGE PLAN DATE 7/7/78 FOR DESIGN D M u DON VAN V I L DRAWN LGS CHECKED ARM EDMONDS WASHINGTON �C fro N/A Feed/ W&"Lilr"r.r , d4aeWw, Vote. FILE NO. ENGINEERS a SURVEYORS 0 PLANNERS 7103 324 MAIN ST., EDMONDS, WASH. SHEET I OF NOTE LEGAL DESCRIPTION Lot /, Wallace Tracts) acco,-Cllng to The '01al thereof recorded in volume E of plats or page 7, eecot-o'-6 of Snokotni5h coon i VVG-5 1-71'ng ton. LEGEND Q 5ctiron pin With 01-1-5tic cap no'd 98 91 14. 9 0 fXi5t1'17_q Iron 'pipe wl'117 plug cynd tack Q Leroy c/c va Lions are, top ofcsphalt Arrows abow dlrechot7 of flow DATUM city of Edmonds < M 114:80 (b -<j I.INII 113, /1 CI-11 9',51N,2 All 19 N 140 IL: EXISTING UNDERGROUND FACILITIES HAVE BEEN W 141. SHOWN ON THIS DRAWING FOR THE PURPOSF OF ASSISTING 116.5 THE CONTRACTOR IN LOCATING SAIII FAC rIE[D. rifi CONIRACIOR SHALL LIE RESPONSIBLL FOR x W I Q i CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING cli to 1 WITH APPROPRIATE AGENCIES THAT MAY GAVE UNDERGROUND 1 0 CD FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO UIIDER- -0 GROUND FACILITIES RESULTING FROM HIS OPERATIONS. 0 NI a xl z z 0 /cn Ly 1z U.1 0 > W 0 U 0 SLAB EL. 116.5 z W U. z NJz Z F- 0 0 CL i INV 1156'0 177 x W PANCIR 00 CONST. C.I. rA7 OVERHANG 2.5' FROM WILY C N. TOP 114.40 INV., 111.80 000 114.45 114.95 118.2 4'- 8" CMP AT 0.5 % C. B. (TYPE EX. LIGHT STANDARD SOLID COVER IN DECK 0 TOP 116.04 INV. 00, WIOIL RESTRICTOR 111.78 OVERFLOW 114.9 co 117.7 118.4 EX. LIGHT STANDARD Jolt JOIN OPI)WER POLE* UFIRE HYD. 3L EX. C. B. C. B. C.B.TOP 117.02 TOP 113.35 TOP 115.76 INV. 114. 42 W, INV. 111.65 INV, 113.01 -NIP r U `k3 r_ I DRIVE BENCH MARK MH (INV. = 107.48) (SR-524) N SANITARY SEWER 449.08 SOUTH LINE OF SECTION 13,T27N,93E.W.M. EX. CASED N1- N 89048'00"E MONUMENT %*4 "Ole I I. Topography survey done by Lovell Sauerland 8, Asso., Inc. k L, A I ­ TOP 116.04 8 STANDARD UNIT "P" W/SOLID LID P, INSTALL LADDER ADDERL AND CHAIN. -OVERFLOW EL.= 114.9 fl CASCADE OIL RESTRICTOR 0. 0 4 MOD. O.R. 8 OR EQUAL. C', FROM C. 1. TO EXIST. C. B. 0.5% I i i0.5% 16 8 PIPE 8" PIPE INV. 111.78 48 00 1/4" ORIFICE 7�A RECEIVED JUL 111978 STREET'FILE Public works . vept. I ADVEL) LOWSPOUT DR,111Y 1 7-14-78 DIJVII NO. REVISIONS DATE By SCALE 1 STORM DRAINAGE PLAN 161 DATE 7/7/78 FOR DESIGN DMH DON VAN D R I E L DRAWN LGS EDMONDS WASHINGTON CHECKED ARM 7 FS N/A Rea, 4"4e4s&d, lote. FILE NO. ENGINEERS 0 SURVEYORS 0 PLANNERS 7103 324 MAIN ST.. EDMONDS. WASH. SHEET I OF