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21110 76TH AVE W.PDFIIIIIIIIIIII 6318 21110 76TH AVE W PLANNING DATA Signs -- Name: Date: __q/A I Site Address: ko 1�n Avg Plan Check ff: BLD-!z0J:L�-(34R0 __W r Project Description: T_A2A4. U-�e_�o d reQ,,� 'A^ - 1�n Reduced Site Plan Provided:(!� NO) Zoning: RSAI Comprehensive Plan Designation: Ac_&v_-� C"c Map Page: Comer Lot: (YES /M Flag Lot: (YES ADB File # (or date waived): TOTAL Are'a per Type of Allowed in matrix Allowed TOTAL sign T�pe of Sign zone? conditions area per Unit area allowed for Proposed met? unit sign area this sign Example W,311 W11nten731 illumination YeS With conditions yes I sq. &.111neal it attached 41 It. attached Wd// 41 square feet 20 5quare feet Waff Sign I wk Yes In. P4. A0 R. :to t"P+' 13.�t SIA 4AY Sign 92 Sign #3 TOTAL Sign Area for Tel7anln�e� S,.-- Max Permitted- ����Prev�iious Total: x. oLl Proposed Tota 1: sq. Zq sg,,p+ Siqn H, - 17t e19 Sign Type:. Q*Ak Jyf or Max Permitted: do Actual Height-. c,4P Wda Sign Type: Max Permitted: Actual Height: Sign Type: Max Permitted: Actual Height: Sign Type: Proposed - Allowed in Zone: Sign Type: Proposed: Allowed in Zone: Altoz-,wed P69- sl," PLANNING DATA -- Sign-5 -- 5�7n COlOrs Proposed: Acceptable? Requires ADB Approval? 5�qn Location If freestanding and 3-feet or over (unlessa. fence) meets setbacks? R,6quired SeMacks Street: i �d_ Rear: Actual Setbacks Street- Side: Side: Rear: �_ee_sfwnl Landscaping fior Fj dj' Size: Location: Critical Areas Determination Study Required Waiver Other C-e- PlAn Review By Sign Review Checklist SITE ADDR ESS: -7, 10 0 -7 A� PERMIT #: C) SIGN DISTRICT: 0- ZONE: COMP PLAN DESIGNATIONA�f Use-Lwp-�,kjj� Ad(ca4l�(q�L4JV A-C TOTAL MAXIMUM PERMAPENT SIGN AREA (ECDC 20.60.025):- S ?A W-�- MAXIMUM NUMBER OF SIGNS ALLOWED (ECDC 20.60.025): EXISTING SIGN AREA IN USE ATxA"Y TENANT: EXISTING NUMBER'OF SIGNS IN USEAT-SM/BY TENANT:. Proposed III . umination Permitted Matrix Sign Type (Y/Nor Type) in District? Conditions' Met? (ECDC,20.60.020.L) (ECDC 20.60.020.M) SIGN 1 4M 4klle, -Unj SIGN 2 SIGN 3 SIGN AREA (ECDC 20.60.030, 20.60.040 aq� 20.60.045): 1. Maximum Area: _Proposed Area: /5- 2. Maximum Area: 3. Maximum Area: Proposed Area: Proposed Area: - SIGN HEIGHT (ECDC 20.60.030, 20.60.040 and 20.60.045): 1. Maximum Height: Proposed Height: ~ / Z- 2. Maximum Height: Proposed Height: 3. Maximum Height: Proposed Height; lAlibrwy\planning\f6rrns & handouts\staff reports\Sign review checkli§tdoc FOR FREESTANDING SIGNS ONLY: CRITICAL AREA FILEM SIGN LOCATION (ECDC 20.60.045.E): If over 3 feet, meets setbacks? Required Setbacks: Front: Left Side: — Proposed Setbacks: Front: Left Si LANDSCAPING: (ECDC 20);0.045.G) Square feet rp4uired: Side: Rear: Right Side: Rear: Does e*Kting landscaping satisfy requirement: Y/N scaping bond amount: NOTES: "q , (. Plan Review By: , . /C.1� � DATE L\1 ibrary\pl anningWonns & handouts\staff reports\Sign review checklist.doc 7 1 r "TOO" Q J1 7g, jjj1jA ift 4. r__N Black returns Red face raceway White faces A 18" Ll Ll 101 Black Returns, White Trimcap, White acrylic face, & digital print paint logo Murrinum back Alurrinurn nmrrl G—ded ccrl9nums .1urrinum mc—y A .ith M-1n.rn sh.t Acrylic law Usted di=,nnect swtch Wall LED rrdulm 3/8"x 4'@ 5 baits Pritrxlry.1--trical—rce R E i E Rif Z E D —,.Poy Tri. p ­ 3 12 VOLTS - I& MAR 17 2014 Drain hot. DEVELOPMENT SERVICES CTI';, FRONT Lff - LED SIDE NIEW - RACEWAY MOUNT CITY OF EDMONDS JOB KWE: APPROVED BY. This original artwork is created by Ut Sign Mfg. And it is protected under federal Copyright Laws LOCATION: LANDLORD SIGNATURE Make no reproduction of this design concept SALESPERSON: CUSTOAUR SIGNATURE without permission from Lit Sign Mfg. Celle- .. n at may not accurately depict specified colors, COPYW, 2OD9 UT WA MAEACTUIRIING R" �Ior a 4p �Zl I "No commercial sign shall be illuminated after 11:00 PM unless the commercial enterprise is open for business and then may remain on only as long as the enterprise is open." MOVED BY PLA G CITY OF EDMONDS AUILDNO DEPARTURP ADDRESS OVIVNER A City of Edmonds Buflding Depadment A DDDIIVF PLAN I ZI-1 FEE MAR 17 201114 DEVELopivi&,-� CITY OF EMIONI)S S"TREET FILE PROJECT �� �IDArUFlrk-� JURISDICTION .................... ............ CITY OF EDMONDS, WASHINGTON ZONING.... ........ .......... OBN (Neiglibdrhood. Bu.,�iness')..' kPPROVkL BY LOCAL JURISDICTION. VARIANCE.... ..... ....... ...... ....... V,721-90 Approved-2/01/9.1- CONDITION USE..... ........................ CU-54-90 Approved�.2/01/91'., ARCHITECTURAL DESIGN BOARD ....... o ..... ADB-59-91 ApprOved,9/07/91. ADJACENT ZONINGS NORTH...... ...... ........ ...... .......... EAST.& SOUTHEAST..o... ............ o ... 000eee SOUTH ............. ­o ......... oo .... o ...... EDMONDS SCHOOL DISTRICT. WEST ................. ................ o ... o.. o. �....RM. 2,.4 OCCUPANCY GROUPS FAST FOOD RESTAURANT .... o... I ............. o....B-2 _& COMMERCIAL BUILDING ......... o ................ o--o.00,.._oB-2 &-A-3 CONSTRUCTION TYPE PER U.B.C. .FAST FOOD RESTAURANT..... ... o ....... 0. ........ o.... '_V—Non—kated- COMMERCIAL BUILDING ........ o ......... _­o ... o.....,V—Non—Rated BUILDING AREAS (0 16g) FAST FOOD RESTAURANT ...... o ........ o. i2,982 sf (0 1 bj) COMMERCIAL BUILDING o o . ..o . o ...... o. * o o e w a o o o o i.o o a, o' o 4 0 0 0 ''s.f TOTAL. ........... o­ ...... o ... o ... o o �... o.,.6198.2 sf. LOTAREA... ........ o ........ o ... ................. o ........ o 52, 067,6f LOTCOVERAGE.... .... _oo ...... oo, ... �13 4 PARKING REQUIRED PER EDMONDS ZONING CODE FAST FOOD RESTAURANT (Based on 30,000 sf. of Leased lot area 30,000/500 sf./stall), ......... i. . o ..... o'..'..60.00 stalls, COMMER CIAL BUILDING RESTAURANT (2,511 sf./20'01*Sf-/stAll) ..... o ...... 12.55-stalls* RETAIL (l,489,sf./300,sf./`stall). ........ _.-_ ... 4�96 stalls TOTAL�REQUIRED (77.51) ..... oo ..... oo ... _ o78.00 stalls TOTALPROVIDED..... : ......... o.; 1 ­4 ..... ::o80.00 stalls BUILDING HEIGHT PER ZONING CODE (Al-lowable=25 ft.), FASTFOOD RESTAURANT. ........ o .......... oo—o. oo.,....16.0 ft. COMMERCIAL BUILDING*000*,00000*lle0000*l0000*l0000eeool*.ol9.0 ft. OCCUPANT LOAD .COMMERCIAL BUILDING SPACE A—SeAting Area (1,125/15)oo ...... 75.-0 ­ o Commercial Kitchen (1,021/200). ...... Restroom (365).o_...!... . o ....... 0 !p o o e e a o o o 2 a . 8 0 . 1 FAST FOOD RESTAURANT -REFER TO STANDARD DRAWINGS. BUILDING SETBACKS REQUIRED BY ZONING CODE NORTH..... o ........ o ......... 000 ....... 0 ft. EAST& SOUTH —STREET R.OoW..o..00_ ............ ft. WEST. o. o .................... *o'***** o o ... 15 ft. ROOF OVERHANGS PERMITTED IN SETBACKS PER 21.90.020. SEISMIC ZONE PER 1988 U.B.C.. .' o .3, z=0,3, C=2.75, Rw=6 ESTIMATED CONSTRUCTION COS7._i...1__.­ o: ....... o...$ 500,000.00 SHEET1 ..................... COVER SHEET SHEET 2 ................. 000.SURVEY SHEET # 3 o ....... ­­­­ ..SITE PLAN & DETAILS SHEET # 4o ..... o ... o.....o.....SITE DETAILS SHEET # 5.o..o ......... oo.—LANDSCAPE PLAN SHEET # 6 .... o ................ IRRIGATTON.PLAN oel- CITY OF EDMONDS ��cg, 7110-210TH ST.S.W. - EDMONDS, WA 98026 - (206) 771-0235 * FAX (206) 744-6057 COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION 4�ls ;- . jS9,11 March 20, 1997 Prince Cleaners 21110 - 76th Ave. W. Edmonds, WA 98026 Drin!qn�er Supply with Cross -Connection Hazard (Account #604860) Dear Business Owner/manager: FILE COPY BARBARA FAHEY MAYOR On March 18, 1997, the City of Edmonds Water Quality Division performed an inspection at the above business address. The inspection resulted in findi ng a high hazard cross -connection in the boiler room. The drinking water supply which connects to your boiler system has no backflow prevention assembly. As required by Washington State WAC 246.290.490, and the City of Edmonds Ordinance Chapter 7.20, you must install a Washington State approved reduced pressure backflow assembly on your make-up line to your boiler. You will have 60 days to comply with this request. Please contact me within 10 days of receiving this letter to receive further information on proper procedures and installation. Sincerely, Linda McMurphy Water Quality Technician LM/lk cc: Dan Lieu Strickland/Porterfield 2140 SW 122nd PI 811 - I st Ave., Ste 422 Seattle, Wa 98146 S eattle, WA 98104 wordata\water\inspboiI Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan STREET FILE CITY OF EDMONDS SIDE SEWER PERMIT 8 9 0 1 c) 1) PERMIT f�iO 76A1 1 -1 - 8375 Address of Construction: Property Lega.1 Description (Include all easements): Owner and/or Contractor: State License No. 'Building Permit No. zo Ill Single Family Multi -Family (No. of Units Li Commercial El Public Invasion into City Right -of -Way: No El Yes RW Construction Permit No. Cross other Private Property: No 0 Yes Attach legal description and copy of recorded easement A I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. �(I,FZ �_ 2- Datd * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY FOR INSPECTION CALL 771-3202, PUBLIC WORK$ DEPT.. Permit Fee: Issued By _411 ol- TrunkCharge: e?15-1 Date Issued: Assessment F I ee: Receipt No.: Lid No.: //'y VW PAR7,971NL Partial Inspection: 14ezD msP. ON CLiG-M-00T5 TO GRADrE Date_+-_ —1-9-2tn it i a I Comments Reason Rejected: Date -Initial - Final Inspection Approved: Dat&C-- n' ial WALTee, -7-2-0-92- A I ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3!90 NOTICE: No warranty of accuracy. The information shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of Edmonds does not warrant the accuracy of anything set forth on these map(s). Any person or entity requesting a copy should conduct an independent inquiry regarding the information shown on the map(s), including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown. Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map(s), nor for any one representation provided based upon said map(s). T The City of Edmonds Side Sewer Drawing NEW CONSTRUCTION [F REPAIRS F� OWNER ------ - -------- I -------- .. SID ---- co-45T. r TI, ............... JOB ADDRESS ------------------------------- : ......... 42op. r�AP r6 SuRFAcr. 4 rH , PWW-0001-1 1/75 (REVA 1/78) 76 4-13 .2, 7 to I 42' Ar EASEMENT NO - -------------------------------------------- LID NO . .... (19 ...... ASMT. NO. - ................ CONTRACTOR ------------- PERMIT NO. �13-375 .................. LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - -------------- --------------------- VIA BA�LLLINGER ----------------------------------------------------------------------------------------------- ---------------------- �� 6 ----- ------ NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- .;W0 NOR H�-- :�,, 2-1110 7(0 TH AqF_. 4.5 1 DP c Fk P !L P� C ATC 1A Approved: 0 f A,vc--. W. DATE --- 4.-.)..a2 . .................... Byl./,,�4 ------ --- -- --- ............................. 0 -rl -r I L.1 Drawing The City of Edmon;GTHEET FILE EASEMENT NO - ----------- ................................ NEW CONSTRUCTION [X REPAIRS F-1 LID NO . .................. . ASMT. NO . .................. OWNER ---------------------------------------------------------------- ------------------------ ...... CONTRACTOR M-17TC mN--G -------- ------ PERMIT NO. Z.3�7-;5� JOB ADDRESS -Z.1110 -------- TG714 ---- W. ----------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ PWW-0001-11/75 (REV.11178) NAMEOF ADDITION --------------------------------------- — ----------------------------------------------------------------------------- Approved: DA T E ............................ By ---------------------------------- FINA,L- 7-20-92- SITE DEVELOPMENT SERVICES 310 208th Street S.E. BOTHELL, WASHINGTON 98012 (206) 481-9687 -0 o w o vx cts LIEUTEIM OF TURSO"TUL DATE Z / 0 / ? _ JOB NO. ATTENTION iD WE ARE SENDING YOU K Attached 0 Under separate cover via M v 5-5 eoj a-Ar the following items: • Shop drawings 0 Prints 0 Plans El Samples 0 Specifications • Copy of letter 0 Change order 0 COPIES DATE NO. DESCRIPTION De 1!5 3 cL PL THESE ARE TRANSMITTED as checked below: %91)For approval 0 Approved as submitted 0 Resubmit -copies for approval 0 For your use 0 Approved as noted 0 Submit -copies for distribution 0 As requested El Returned for corrections 0 Return -corrected prints For review and comment F1 FOR BIDS DUE 190 PRINTS RETURNED AFTER LOAN TO US f REMARKS Qttr- eN �1 . %MC4 U.AQV-L tis I 5 _3 �-e IAA� S141 LIk I 0-3,C 000 0& V [*[A C 0c -a 100 4 14 7 �53� L-r _56 --------------------- : ---------------------------- a 7:'_ -, _", ". - ! 1, J'� , I _-, -, , " I "N I HE F_ I __+1L+ COPI?T6:70 I 7�_ -74e05(-- 7-,56,g3too4o SIGNED ploe- E50-9,D if enclosures are not as noted, kindly notify us at once. PROMU240-2 J�IM.Gmtm!111-01471. C"3 rn Z3 0 0 to 0 E _0 Ld c 1:1 rL, FPO, Traffic Sign, E TRAFFIC TO I 76th AVENUE U) rn . M .4 "an ro""' rim III 1.1.11 3-70 wait "Ps W.2 weamml Sm,a,Ijj risia— .1 14 t AYY. A Fosda. Actl2d by Pbolo 4jectrit COD .ad Tlian Ift. C-II.... chat. f-,. I — all am.. .1 samb a Ems 0 a) to D 0 City of Edmonds FILE ' Traffic Impact Analysis Worksheet Name of Proposed Project:_ :Y1 mit') 20 Owner/Applicant In, Name Z-4 I 10 Street/Mailing Address Z4VV1U4& \AIA- �Wt, city State zip Telephone: ;Z ft . � 4�)( 0 ' � ")C. W)" Applicant Contact Person: :2 - 06�4 C- 06 YA �i Name I Street/Mailing Address city Telephone: Traffic Engineer who prepared the Traffic Impact Analysis (if applicable): Firm Name Telephone: Klk THRESHOLD LEVELS OF ANALYSIS Contact Name E-mail: State Zip L Project Traffic Levels Sections to Complete 1. Less than .25 peak -hour trips generated 1 and 7 only (Worksheet/Checklist) 11. More than 25 peak -hour trips generated All sections 1. PROJECT DESCRIPTION - a. Location - Street address: Z11 I C) -1 (0*' -__(Attach a vicinity map and site plan.) b. Specify existing landuse: c. Specify proposed type and size of development: r r LOT)- (# of residential units andld�Jsquar'efootqge of building) Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I of 5 J 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)� and as identified in ECDC 18.82.120, except as otherwise provided fo'r* independent fee calculations in ECDC 18.82.130. CHANGE IN USE Fee f6r prior use shall be based on fee established at the time the prior use was permitted. If the previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04), the 2004 ECDC 18.82.120 impact fee shall be used. [I NEW DEVELOPMENT ITE Land Use'Category Per Unit I Fee Rate New Use 1 1 $ 11 OTHER square feet, # of dwelling, vfp, etc. -7q 60 --7 / L, I r--'I-\ Units in square feet, # of dwelling, vfp, etc. X I Fee MITIGATION FEE RECOMMENDATION: $ INDEPENDENT FEE CALCULATION: $200.00 (+ consultant fee) $ TOTAL TRAFFIC IMPACT FEE 1 $ ME City Q'f t4kno-nds,111-rigineering Division Approval -V- E I ' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative. Revised on 612 4110 E82 - Traffic Inipact Analysis Worksheet Pa ge 5 of 5 & �v ERMUAPPLICATIONREQ TO: on' Permit Co�idiziifdi, uildEg'Divm"' FROM: Lyle Chrismsin;, Ediin6eringInspeptor Z72C— OWNER: 1A,)Xi.04t4_ PLA& C1_ ADDRESS: `,DATE:: 4 ...... After review of the subje�ij6miiii applicatiohr4hi foll&kinj rie'quireinefits 10: M.'-6:00 P.M: -0:60 P'.M. f�:' 1. Construction hours are , *EEKD �i.":Z- 7:00A.M.';71 1YEEKENDS/116LIDAYS... 06A.' 2. A separate RIGHT-OF-WAY�:d8aiii�']�,'e'r'r.'m*t'is'�'r"e'q''u'h-ed f6r all -work on 44' A 3. Truck haul route plan'must be "s';u,'16,�'nu'tiid!�a"nLA'a-'p"'pr"ov"�6d''p'n*"or to Permit issuance. 4. Builder/Ownei.is responsible-f6r,,ddhhd—nW—g 4 temporary hinoff and erosion contro 9.0 , 30d)­-­,� 5. NO WORK SHALL BE DONEI',-WITHDVIS",FEET-OFSTREAMS OR 10 FEETEROM.Ahik. .-CLOSED DRAINAGE FACIL- tCDC 18.30.500) .17T. B VZWERIO WNER IS REPS6jVS1&_9J;bR1DENT1MNG COND177ONS ON, ZZ1EDXA ON6;1�, S 6. FILTER FABRIC FENCE SHAWRE!kft 'A&D" 1­NS'P`ECT' TO 'CLEkkING' TRUC7702M." (ECDC 18.30) 7. INSPECTIONS ARE ',"?,YQUINDATION DRAINS, AND. CATCH BASININST GIBACIKFMLING._'��t'�ECIJC A30) eprop-' V."�I,Aii�mt6it6ction,ismvoiveda- and sidewalk adjacentio th eit f 8. Repair.or replace all defective 6�xi�sfingr,:, .4er, t6d —Ilie-e , xtent of reb*air*prio'r to handicap ramp may be requirW;.7,Contufaictw6 iM�Wwith the City. Engineering Staff "'W issuance of the permit. (IiCD_C48­9`_0`)`i-' 9. Driveway slope shall not exceei& 14�: 96 "w''ithou"t ii'�vaivek. Every attempt should be made to k 'thi'ili e bel OP ow 14 Waiver granted to 18.80,060D 10. Driveways must be paved from property line to City RIGHT-OF-WAY.- A separate peninuit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TOAND. AFTER POURING. (ECDC 18.30) 12. No burning of.construction refuse without a permit from the Fire Department. 13. Connection to City water system. is.required.. There is a separate charge for the water me . ter.:'(ECDC 7.30) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18. 10) 16. Connect' City sanitary system is required. A separate permit Mt —Fees paid: Yes No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction; and for additions,* alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.05.010) 18. A FINAL ENGINEERING INSPEC77ON IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU_ PANCY OF THE BUILDING OR STRUCTURE. (ECDC18.90) 1.9. 20. STIR-LD"I'!_ FI�E Y�-P6- Gv-lp R I WED nta ae WATER FIRE BLDG. - SEWER STREE ENG.* SetbacksNariance/Setback Adjustment Conditional Use Permit', 2 1 ONE HNNIEW ADB Requirements Other Zoning -Rei:luirements',-- Underground Wiring Required'. - LIES LotSlope,15% ................. . . . . . . .... ...... SEPA Environmental Checklist/Hydraulics Permit ..... . Tree Cutting'Plan'- Plat/Subdivision Requirements Legal Description Verificatiori'&w., Quit Claim/Street Dedications:. Easements F-F-ubl!pV, rivatd, C-77,J j Engineering S—tdMrDrain Review Feeq--11�i� Engineering 2.2 Inspection. Fee 34� 6, .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Drainage. Plan-,(On-pite) Setback'��Top of Bank, Stream, Water Courses--,,, . ......... Setback -Storm Drain Line — - - - - - - - - - - - - - ----- - --------- ----------- Open Ditch--! Existing - --------------- 22/ _A Culvert Required ......... .... A Culvert Size'. m. -x ................ Shoulder Drainacie/Shale Open Runoff Catch Basin Required . . ...... 22.] Driveway Slope & Vehicle Access Sidewalk Required 24-* Curb & Gutter Required 25 Curb Cut For Driveway Required 49S -26--: Street Paving Required %-4M ..... .............. 27 Right -Of -Way Construction Permit Required 14E�5 ....... .............. 28 Street Name Sign Required 29' Other Signing Required .30. Bond Required For Public Improvements LJOS X., . .... X1 . . . . . . . . . ...... 31.. FEMA Map Check/Water Table �--32 Side Sewer Availability Calculate Sewer Connection Fee If No LID # . . . . . . . . . . . . ........ : ... ...... .. ... Create Street File . . . . . . . . . . . . . . . . . . . ------ Existing Water Main Size . ..... 3 Water Meter Size . . . . . . . . . . . . . . . . . . . . . . . . . *....�'...: :%, -- --------- ---x- ......... ...... Service Line Size . . . . . . . . . . . . . . . . . . . . . . . ................. 1'12 . . . . . . . . . . . . . . . . . J8 Water Meter Charge Required 1%oc) Clbs+ 4 11/7- -**� ......... Hydrant Required -74�5" Cn-k- .. . . . ... ...... ZOZ,02 40 Hydrant Size Existing 41 Fire Line Charge Required - Sprinkler 42 Street Cut Miscellaneous . . ...... . . Reviewed By: FIRE PLANNING pro t7,16�� qj/t) U/j VtdA E-N 6 G PUBLIC WORKS 'RET Ad FILE CITY OF EDMONDS USE PERMIT ZONE j3N NUMBER 50� CONSTRUCTION PERMIT APPLICATION, # OB SUITE/APT ADDRESS V110 AMW RT14 Ii 0@5r OF BUSINESS f59TeAFKW PA10WISOIF '4 1 tJAfW4 WAZIU04 STIV 044"11VO LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO, cc uj Z MAILING ADDRE5S a 'P -0.1a70y, -aaln - PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAO. TESCIP Approved CITY �,Zjp,, e!VN0yV bo TELEPHONE NUMBER -r 7 (P - i 5to EXISTING �nQ REQUIRED DEDICATION 40 RW Permit Required Street Use'Permit Req'd Go PROPOSED - Inspel. tion Required Sidewalk Required NAME REMARKS cc W Ow ADDRESS LU Z w CIT ZIP TELEPHONE NUMBER E � OE- 4,AZQf V M11 COH MM U& E5 ENGINEERING MEMO DATED REVIEW BY A-/,- 0 ADDRESS METER izi ISAZ BUILDING SUP SIZE NO. OF FIXTURES Z TELEPHONE NUMB 2, w I REMA)VgV 0 Q 010 7-ATE LICENSE NUMBER rl"7 SIGN AREA SEPA REVIEW ADB NO. Legal Qeecri tion ZPO"e y - include all qaVjbepj,,,6,,, 19hr-T IV luo i!0MEMAJ VK)4 6.eeir ALLOWED TP PROPOSED COMPLETE_,,fXE0�(1, 1EXP SHOREQNE# Z 0 Irj bOL I� " IV A P: I.. AL60 oft& F400"Clim Or- VAFTI�LC OR cl PLANNING REVIEW BY DATE p r.- C e4orr'.-Udarmicr 15W W INIT075"117 450140 fr4e. rw% 45 SIV r 6-T- Olt SETBACKS - FVT -L(:) Or HEIGHT( LOT CQVERAGE Lu Account Parcel No. 13.4)w-ot T IDE REAR FRON S 2-5 Z 0. REMARKS Tax PLUMBING NEW RESIDENTIAL ADDIALTER COMMERCIAL iMECHANICAL APT.BLDG. El SIGN REPAIR G22V .,;I [] FENCE X_FT) El DEMOLISH ZP0-- CYDS. C E KED BY Rd q TYPE OF CONSTRUCTION CODE InVIZ HEIGHT Z3.sq i CARPORT swim REMODEL F� GARAGE POOL -V—/V CX-/ SPECIAL INSPECTOR REQUIRED : AREA -T-OCCUPANCY GROUP OCCUPANT LOAD ES JSZ. W60D STOVE/ RETAINING WALL/ INSERT I I ROCKERY RENEWAL REMARKS Z 0 _ _)fXPLAIN:A6C0 (J" USE, BUSINESS OR ACTIVITY 1W PROGRE SS INSPECTIONS PER UBC 305 Z a W NUMBER OF STORIES NUMBER 0 Jje7,0aj- 4E-,WO MTj!F70 Yl Y If a ca 0 ME DWELL] NG UNITS m -2 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) ejP6?46,IN*-'%* 113�N6;UXVOM Of �3Z/ `F'INAL INSPEJO WN REQUIRED, sr-, 6DN m. DWI% Ild IT VALUATION FEE F '90%7-NU PLAN CHECK FEE Of 24"TM 54 Of �t 9N I? BUILDING 34* 14tq sr- um L&Ns& w&w t., iWke-en PLUMBING Plan Check No. MECHANICAL GRADING/FILL This Permit covers work to be done on private property ONL Any construction on the public domain (curbs, sidewelks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE It Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STQRM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE 760 o 20 successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, I employees, and agents from any and all claims for damages of X < whatever nature, arising directly or Indirectly from* the Isi uance of this, permit, Issuance of*1hIs permit shall not be deemed to PLAN CHECK DEPOSIT 0 modify-,, waive or reduce any requirement of any city ordinance 1 nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE AWN-, oi I provision." I hereby acknowledge that I have read this application; that the information given Is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and state laws regulating construotl n' d in doing the work authodz- THIS PERMIT AUTHORIZES This application is not a permit until ad thereby, no person will b, ?--Iaon�ed In violation of the Labor Code of the State of shin elating to Workmen's Compensd- Ili ol�j ONLY THE WORK NOTED signed by the Building Official or his/her Deputy; and fedl� are paid, and receipt is tion toe. eurce. INSPECTION acknowledged.in space provided. JV�P,.'UNID DEPARTMENT CITY OF OFFIPIAL URE E 'S SI NAT '4 EDMONDS z. TTE QjNV CALL FOR INSPECTION DA7 Z/ 2 IT IS UN AWFUL tG-QS_F,16R OCCU'PY A BUILDING OR STRUCTURE I 771-3202 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL - File YELLOW 14pector Lj A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK Owner GOLD Assessor 102-87 STREET FILE —'I CITY OF EDMONDS JA USE USE PERMIT Zo N NUMBER ZONE j5A) N CONSTRUCTION PERMIT APPLICATION joB SUITE/APT # JOB NAME /NAM E�01` BUSINESS &(rfA fliri�&o A)tT1AJ12:;VAC9**_ A ADD ADDRESS -76 (93 - 4 -/,2 S 7— —1; 14-) kNER .4 /3 .4.4A 15,414yi A)AAXY pq oWt; AojefirA.A Srqff'_XZ�4,VO LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO. f�w I / cr w MAILING'ADDRESS Z 0 , A 0 - A6 x PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved 13 EXISTING — REQUIRED DEDICATION RW Permit Required 0 Street Use Permit Req'd 0 CITY ZIP TELEPHONE NUMBER U)A _01IR 1/6' PROPOSED Inspection Required 0 Sidewalk Required 0 (3 REMARKS a: W Z C) Ow ADDRESS Z W cc CITY 4 PHONE NUMBER NAME 11t)A,Aw o r 0 A) ENGINEERING MEMO DATED REVIEW BY (d ADDRE SS METER SIZE DING SUPPLY SIZE 7 NO. OF FIXTURES 0 L) a: ui < ZI P CITY TELEPHON E NUMBER Z 2-0 _7, '7 REMARKS STATE LICENSE NUMBER /^j �,4A,�C <,— lo SIGN AREA SEPA REVIEW ADS NO. ALLOWED PROPOSED COMPLETE EXEMPT Legal Description of Property - include all easerr(ents SHORELINE # Z EXP LD 9: VARIANCE OR CU PLANNING REVIEW BY DATE W SETBACKS — FEET HEIGHT 0 LOT COVERAGE Z FRONT SIDE REAR Z Z Lu 4 Tax Account Parcel No. 0/&-CL:Z C."s, REMARKS i Y& v^ 7 r NEW RESIDENTIAL Rr PLUMBING AW-W 0 5dCOMMERCIAL AODIALTER MECHANICAL ElREPAIR APT.BLDG. El SIGN CHECKED BY TYPE OF CONSTRUCTION CODE HEIGHT GRADING FENCE El CYOS. x FT) DEMOLISH _ CARPORT swim REMODEL GARAGE POOL, SPECIAL INSPECTOR ARAA OCCUPANCY OCCUPANT REQUIRED 13YES GROUP LOAD EjWOOD STOVE1 RETAINING WALL/ R E N EW:'A L REMARKS- . INSERT ROCKERY Z Z PROGRESS INSPECTIONS PER. UBC 305 0 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN; LL cr CeRTwiso Iv-sT ReG%jllRjED Ot-3 POVOL-CCAQ NUMBER OF U' 8 NUMBER OF STORIES _TNIl vAxyF_ J�eragg rogwAgn:= lrzEmry W W DWELLING U S 31P. Rea' 0. 15 -9 1 0 DESCRIBE WORK to BE DONE (ATTACH PLOT PLAN) P ' -AN REQUIRED FINAL INS EC 0 kL.I,- X < V57,6: ?71 &0Dq_-4"0r= PLAN CHECK FEE BUILDING PLUMBING Plan Check No. MECHANICAL GRADINGIFILL 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. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 160 Days STORM DRAINAGE FEE ENO. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ,n successors in interest, agrees to indemnify, defend and hold 'wn harmless the City of Edmonds, Washington, its officials, 5 employees, and agents from any and all claims for damages of cc whatever nature, arising directly or indirectly from the issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city 0 X nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or thjs duly authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and In doing the work authoriz- AUTHORIZES THE signed by the Building Official or his/her ed thereby, no person will be employed in violation of the Labor Code-Gf-tbe State of Washington relating to Workmen's Compensa- ONLY WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance. INSPECTION DEPARTMENT CITY OF- acknowledged in space provided. SIGNAJURE JOWNER PR AGENT) DATE SIGNED OFFJIAL�S SIGNPTURE &,Y— 1,4 UV1 3-11- '_7Z j EDMONDS CALL FOR ELE D4TE ATTENTION INSPECTION L �L&-n 117- 'IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-3202 ORIGINAL — File YELL/OW 2inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC H CHAPTER 3. PINK — Owner GOLD — Assessor 102-87 __*V 1,2'- 5" 17-61 &Tr I EA-57- _l-Lc_VA7-70A1 0 0 0 c 0 E o _0 _. Li . OT, W A- TRACT 16, WILLO'-_DALE CARZENS DIVISI011 No. ONE, ACCOnIN 3 G To IVE PLAT THEPE*r A-';o RSCORD= lX VCI--KZ 10 OF PLATS, PAG? 72, RECCRDS OF SNOHCK3SH COT-hry, WA-SHI'l'G_-CX- EXCEPT 710 NO;Z7,i 250.00 FZ,-r W11 1-1,7 ALSO LESS PORT'" OF SAID R?-hL PROPE�= rESCRIBED AS POLLCWS: B_351Y.NINC AT —.*r SOV-.A:` %ST CO;0;Z.R OF SAID --ACT V - 'L 161 C;��-- RLY ALONG ViE F_XST LINE or SAID TRACT 16 A DISTANCE OF 8 FEETA- T:i=l;CZ SOWFWZSTZ;L'-Y To kX I.NT-IRSECT!cX wl7,i T-r.7- SOUTH LINE OF SAID. TRACT 16 AT - A - POINT a F-=T W- TERLy cp T­r.� SPUTREAST C:" If I - -S X.. C.� C711.1 02 fe' CC;L';T--A CF SA:O TRACT 16: Til-NCE EASTERLY ALC.%G SAID SOL779 LINE, A - LESS, TO THE POINT Oz- Bz�-Isvltic- DISTANCE CF a FEET, Mc;.7 CR SLWECT -To R-STRICTICNS AND PESERVATICNS OF RECCRO, TAX ACCOLN7, PARCEL NL%-_ERS 6143-000-016-0502 (SCU-,i) 6143-000-016-0205 (XICCLE) 6143-OCO-016-0700 (NORTH) __T — ----------- 16AHMA 'N 4 An I M�l m H., 11 .1111*11 ExIsting Building .11�c to.be Remv.--d -------------- j I -tj Z. FLI-11 f W:y '7��;n Avenue Wast I I I I Em SicAg Ai?-eA : .22, z 5. a's -p EN Zone -AuloService��alcij Lise 'it 1T PRI E till I I 'MINCE*= 6 5/8'CCW�'l HOW= 6112-COPY, 'CUMERS-= 16-COPY JOB NAME: PRINCE CLEANERS CLIENT APPROVAV- aL SCALE: 3/4' = 1 - = 0" 1 DATE: 3/29/99 FILE NAME: PRINCIff SPECIFICATIONS: S/F PAN CHANNEL MODULES. 8" ALUMINUM SIDEWALLS - DK. BLUE; 1 "TRIM CAP - GOLD: 3/16" PLE)GGLAS FACES - WHITE W/ RED & BLUE VINYL GRAPHICS. INTERIOR FLUORESCENT ILLUMINATION. MODU APPROVED B! PLANN.,1N.G 0 IAI /7F_'-eAAQ_Ly p 1f7v-c1.1,*v1v woob Ffmmuyreo .030 " ALWAIIJUPA 'L-OC7-<!:) TR%Mcv L 4 C S5AL WALA.; R EC E I VE D APR - 5 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS PROJECT NAME & ADDRESS PlelAIC 1-- 126 P.O. Box 5269 ,21110 — 7t, 7 4ve. LyNNwocD, WA 913046 pH(jNE (425)776-8835 BERRYNCO77CM aEpRYNCO85L3 INFORMATION SHOWN AS PRdvir)E6 & APPROVED BY OWNER If L_ANDLCIRCP / ARCHITECT. ut RF-CF-l"D APR - 5 1999 DE,VELCOIPMENT ESEMRV.ICES OTP- Ty OF D NM C.71 I.Ni d'M OAYEC: ;j. u—Lol rE R ......................... ZONE -IMI 1- SETBACKS: FRONT P., SIDE -- REAR OTHER HEIGHT- 14, tooA _Sz> —Z 44 31-21' 7.22 sq. ft. -1 0 Le CO. �.L- -A-- 0 ct ej &Z Lit & as 00 00 0 Cd 46 C: .2 4).2 P% —9 co ���sq 101-71' F4 WIN N 0 4 0 0 0 E 0 NJ F14V "MR , WENE E "T 0 .6�7 .90 F-- -1 C14 Photo not to scale — -13>---7- 13-12r'sq. ft. I 3'-211 101-711 311.1 6" brick fascia---. I aluminum sidewall plex face 1"trimcap service UL approved low voltage LED System weather proof /on'! off L—i switch approved aluminum transformer box / raceway M 3/8" x 3 1/2" Lag Shields with 1/4" fender washers. attached 30" o.c. x 127" into brick fascia w voltage transformer 00 �Iktrical conduit Attachment Detail - 1/2" =1'-O" 105 Total SQ. FT. Available q9 A3,'OPole sign cabinet 11-1 ;34-k Sq. ft. Allstate Sign 11.37 Sq. ft. ROMEO'S Ltrs. 4.5 Sq. ft. "Restaurant" Ltrs. 3.167 Sq. ft. "Pizzeria" Ltrs. 11 —75-.527--Sq. ft. used ,a -3. -7r,-29-A�Hq. ft. Ava i I a bl e ?.;�e_uvk WI \V Th a dratign is the iioclusha paopeny of Meyer Sign & AcKenraing Co., 1— Meyer Sign & Advertising Co., Inc. Allstate Insurance - Edmonds - Josh Boender N11righ—Gaii—d. No copy 0, nrp,oi:Jucfion in �mote or pan maybe Approved By: Zy—plbhed Mthow the ev—d 111itten pennitial- & app-1 of 2608 Hwy 99 So., Mount Vernon, WA 98273 21110 76th Ave W, Ste C r Sign & Admi-baing r—, am, AIA Phone: (360) 424-1325 Fax: (360) 424-5212 Edmonds[, WA. Design hlmibar; 6322 —:8.22.12 Date: SEP 0 6 2012 DEVELOPMENT SERVICES COUNTER L/L 2 60 RECEIVE[9 FIUIIL LAC:VOLIU11 sP 0 6 2012 OEVELOPMENT SERVICES COUNTER TN. deslg� h M-1-1- p-pr%WM.Y., Sig. &Adfti.9 C.., 1— Meyer Sign & Advertising Co., Inc. Allstate Insurance - Edmonds - Josh Boender An dgh. —.—d. No -py . Wdu,:f— . �hd. pon —y be Approved By: ao—Pfthed At-n the e)qxosmd �ftn p—ion app—al of 2608 Hwy 99 So., Mount Vernon, WA 98273 21110 76th Ave W, Ste C &%yw Sign & Adwrdeng Co.. �. AW Phone: (360) 424-1325 Fax: (360) 424-5212 Edmondsl, WA. D..ign -- 6322 D-8.22.12 Date: Existing display - Photo not to scale New Allstate Insurance face - white lexan with applied trans. blue vinyl with reverse weed copy and logo New Proposed Reface and Rework - Photo not to scale 6-10 1/2" ADD NEW 1 "ALUMINUM DIVIDER BAR - PAINT TO MATCH EXISTING CABINET 10.88 SQ. FT 7-4- ROMEO*S RESTAURANT & PIZZERIA TENANTTBD LEAVE BLANK Scale 1/2 = V-0" q? ,43-V Total SQ. FT 21.71 SQ. IFT 10.88 SQ. IFT 10.88 SQ. FT RECEIVED SEP 0 6 2012 DEVELOPMENT SERVICES COUNTER Thi. d-lg� is � —1-1- p.,prly � k%y., Sig� & Ad-rftlg C., 1— . Meyer Sign & Advertising Co., Inc. Allstate Insurance - Edmonds - Josh Boender All igtft —vd. W cWy , ,p�uclbn in ftie m �n ffmy � Approved By: — fthed mft� � -p� ��, pemiv�- & Pp�� of 2608 Hwy 99 So., Mount Vernon, WA 98273 21110 76th Ave W, Ste C M.Y., PSig, & AdwrWng Go.. I— Aw Phone: (360) 424-1325 Fax: (360) 424-5212 Edmonds[, WA. Dmign N..t— 6322 —:8.22.12 Date: 21110 76th Ave West Suite C Edmonds WA Proposed Site P/Lj — - — - — - — - — - — - — - — - — - — - — -- P/� Proposed r Wall Sign Existing Monument Sign P)L - — - — - — - — - — - — - — - — - — - — - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 ro 0 t- 0 0 0 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 n IN NO 50 1 100, Site Plan t' Arf-Cri" M-t�W; SEp 0 6 2012 DEVELOPMENT SERVICES COUNTER Th t, d-Ig. I. the property f Meyer Sign & Acl—tising Go., Im. Approved By: Meyer Sign & Advertising Co., Inc. Allstate Insurance - Edmonds - Josh Boender ANifight recemed. No copy , epr�cti- in Wh"a cr pan iney be iicccrrplt�d Mth— the expnessec! �ft- p,—i.in 2608 Hwy 99 So., Mount Vernon, WA 98273 21110 76th Ave W, Ste C Meyer Sign & Ath,ertisl,g Co., Inc. WA Phone: (360) 424-1325 Fax: (360) 424-5212 D-ign Nunn�r: 6322 —8.22.12 Dafe: Edmondsl, WA. 111-01, Total Sq. ft. for Romeo's Letters - 11.37 sq. ft. Calculation as shown 191 208 234 1.39 208 17 139 Showing Existing wall sign sq. ft. caliculations Photo NTS �is design K Me �1—iw pmieiny of Maye, Sign & Ad—fiig Co. Meyer Sign & Advertising Co., Inc. Allstate Insurance - Edmonds - Josh Boender Al ngh� new—d. N, �py 0, rQpMftCbW vn �,I, r part , 'I'm Approved By: --plirh.d it— Me "U- �nniwion & ppi—a. — 2608 Hwy 99 So., Mount Vernon, WA 98273 21110 76th Ave W, Ste C Meyer Sign & Ad—diAng Co., Im. Phone: (360) 424-1325 Fax: '(360) 424-5212 Edmondsl, WA. Deign �,,nb- 6322 —8.22.12 Date: F"I"ECEIVED SFP 06 2012 jEVELOPMENT SERVICES CITY OF EDMONDS 13UILDING DEPARTMENT WORK l/U - W-4 - L -1 s �l ADDRESS 2-1110 OWNER i�-6-1 APPROVED DATE: BLDG. OFFICIAL PERMIT WUMBER 2 0/ 2-- 07 e 6 City of Edmonds BuDding Department NPP�ROVFD PLAN STH"EET FILE RECEIVED SEP 0 6 2012 9EVELOPMENT SERVICES coUNTER Lu lu ks) 3: m m OIL !ift PROJECT ADDRESS: 21110 76TH AVE W, SUITES A & B EDMONDS, WASHINGTON 98026 CODES: 2009 IBC CITY OF EDMONDS RCW & WAC ZONING: COMMERCIAL BUILDING SF: 4,000 SF TENANT SPACE SF: 1700 SF BUILDING TYPE: ONE STORY, TYPE B2 AND A3 PROPOSED USE: B-BUSINESS OCCUPANT LOAD: NO CHANGE SCOPE OF WORK: INSTALL NEW INTERIOR PARTITIONS, ADA RESTROOMS ADA COMPLIANT DOORS AND HARDWARE, PAINT WALLS, FLOOR COVERING PARCEL NUMBERS:' 6143-000-016-052, 6143-000-016-0205, 6413-000-016-0700 LEGAL DESCRIPTION: TRACK 16, WILLOWDALE GARDENS DIVISION No. 1, ACCORDING TO THE PLAT THEREOF AND RECORDED IN VOLUME 10 OF PLATS, PAGE 72, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE NORTH 250.00 FEET THEREOF, ALSO LESS PORTION OF SAID REAL PROPERTY DESCRIBED AS FOLLOWS: BEGINNING IN THE SOUTHEAST CORNER OF SAID TRACT 16; THENCE NORTHERLY ALONG THE EAST LINE OF SAID TRACT 16A DISTANCE OF 8 FEET; THENCE SOUTHWESTERLY TO AN INTERSECTION WITH THE SOUTH LINE OF SAID TRACT 16 AT A POINT 8 FEET WESTERLY OF THE SOUTHEAST CORNER OF SAID TRACT 16; THENCE EASTERLY ALONG SAID SOUTH LINE, A DISTANCE OF 8 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SUBJECT TO EASEMENTS, RESGRICTIONS AND RESERVATIONS OF RECORD. PROPERTY OWNER PORTERFIELD DEVELOPMENT 811 1 STAVE #422 SEATTLE, WA 98104 CONTRACTOR: LINN-DOUGLAS CONSTRUCTION, LLC PO BOX 8019, COVINGTON, WA 98092 EXIST. BLE�& 11 51TE PLANNICINIT SCALE: I" = 20' PROJECT LOCATION Y MAP rl llk� M2, T, iO4;,vi �w pms' VICINITY MAP JAN /PROJEC;T/ ,5UITE "5"//S(JITEC PARKING SPACES REUD PARKING SPACES PROPOSED BARR15 FREE PARKING SPACES L-) LJ L L RECEIVED NOV 2 2 2011 BUILDING DEPARTMENT C4Ty OF EDMONDS (0 0 z PQ C) u 4,1 r� 2:1 u z 0 C5 z C-4 0, 1 00 C:) r- 00 Ln c� m 0% I cy) C LO C-4 .0 0 u ? >0 LL 10: U C) _c Z C)N (A c — c lc)j) 0 LO U W LI: cy) c� 0 cy) 00 10 x cq 0 Lu Z 0 Z m 0 a: CL U CN 0 00 0% Lf z u.j F- 0 F- F- Z V) (D U-i z :::E �: _r uj 0 > < CL —r :<4 F- v) Z "0 r) F_ z z 0. ui Z ui F— C'4 uj 0 SHEET NO. Tm 1 ' .12 SiNIM-979AN I 3HOHS3AV-1 "B"nInlyma I . I __'UPNV_1d 3-OV'N' 1VHG - . . - CISIANU I : i I ' 1 16- - I 1-01 -Elva _!DA 77m-Vvd I 'AA GRAOV"V ' I . '0a = - III unvos I bl I 1/-o) - , I.__ __"_ .. 77 �. I "' , " � I ,,,:.,. �, - - . I " .,/ I. , , I V, �` - - I .1 1 ,� . iiiN30 - N308VO: 31WIM01-1 I M ,�.�.��.')�.,-,-..--,�i��*,:"",.,.� � . .. '_�. 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RIM 42632 INV 416�90(0ut to S,) It,1 V 416 � 9 5 (W) INV 416,,41,9 (N) . ......................................... ............. . .............................................. * ............ ..... ........................................................ ............................... .......................................................................................... ...... ..... . . . ............................................... ... .. .. ..... . ... .. ... ........ .......... . ....... : :: :: : . ... ...... ............... .. . ...................................... . ..................... . . . ................................. . ......... ...... .. ................................... . ................ ,.I,'W A:. 1 1: kC, ................. E, W AV' INSTALL GRAVEL FIL-TF—R RISER DUR(MG COWSTRUCTIO�J- PE: R FO RA-r 10 N S ,V2:'TO a:'GRAVF_L FILTER 12-" CONC CONCICMP ADAPTE_R E-XST GRADE SILT FF-MCE SWALE ta' cmp RISER GRAVEL F1 I LTER PUSER DETAIL KJT S 'a -, ...3 .. V) 1., .1. ( lws( �RAJ — 2 .3 0 MIA_. `tF Py.,A'T�%,- T 1,11 1%, -ON, N C, IJI 2 5. .0 q ['A-%S(.-J'.'1B`­­) A .4 F _R 0 F S.� I.:': N M-� %S0 i.-..A, 1, 1%1,:.).A(.`r 16 A .(A.... 1--A .4CZ­FlE.f-,1...'�e' Ai 01t�!,G W A1*1 1' A(%,'I' 6 ... ..... . .. T. W DF S A H*.) R N Bs* 1 6 1, S A . ......... J F BE(­'d C)R LE �S "'I NIS OF* 1: A, WXE 11,30T 13E -ITY A S A i,*-,>1 J C. A-' 'H- I ,, 1� < �'Z AND A [ *..' f - - , . , — .... .. ..... ... .. ..... . ... ....... . .... . Y 1, 4 1 P �1'0 A. X, HEKT' i : �-% i �* , "' i � `,A1A 0'. .11) VEA-11 ... .... ..... A I)ESCI--,fflt E J..'N1 A �:S U­­ U 1­1 N I 1 0 ic Construction Sequence; 1. Attend preconstruction meeting. 2. Install rocked construction entrance. 3. Install silt fence and temporary drainage systems. 4. Construct site improvementst includingii final storm drain system. 5. Remove erosion control measures only when site.is stabilized. 20,10 �.i C, A L_ l_`1 I ........... .1 . ........................ M%, Mm ............... ............ . ................... -t. DOIJ 15182 APPROVED FOR CONSTRUCTION CITY E r\) W ... . ................................. . 6 ................... . ........... 12" , I roo OFFSET FRAME GRATE SO THAT FILTER FABRIC. M IN. RESTRICTOR/POLLUTION DEVICE IS MATERIAL I ROCKORY I* NOr A RGMM- VISIBLE AT EDGE OF OPENING SOLID 30, - F1W J'A I" WALL- OR "GIN"Re POEM- PRAW4194% AND DIRECTLY OVER THE LADDER. LOCKING LID -71 2 X 2 X 14GA.W.W.F. MAIVICIAL. *TfWr11rUM- C0WMVtAC_ 7+_ 12 2X4 0 (MAY. r&*/* PIMEco) rOK 5HA" KA.Vro, PPZWSM 1 04 11P4. &I' WWII& L AYWC A151611Y th ft0CX5FtY CC%i- /-)'MIM FREF-13D, DOUGLAS - THIS SIDE O�JLY. qt OF W.4"QVARKY 6MucrLOri LJ�51t46 CARC, jilie WASHED FIR OR VEL OR 6twA W,4- At:;,-)& C- S 1`4r MP QUA.EXY WORKMAN - EQUAL MATCH E)(ST PEA GRAVEL V2." &A I. VA M 7- IF- ID W EXST ASPH WALK CVT I-IF17 P-00 PA[;�K I N G LOT b4 wA-n vs wA allTTEP, LINE-\ f9ft-4VOt FA SFIDC MXT'L- W 40 C*4 WT FA CS. STD. 'GALV. C�9. 3H. IV NEWLY GRADED OR -0 LADDER a STEPS - Ek/ 5 T L<L (M A X DISTURBED SIDE SLOPE cli g:H04K VCXC715& MC.K ASPH -5uPPORT f)t or- w^L-1- 6*WA,*T64*. &I VARIES .10 90 C 1 0, 614 MIN. WATERTIGHT P A PCOI k(I.G t-1 1 f4 0 W E LIFT GAIE 10 OR L0 0 t7 I AMF,1-ER 4_0 (MIN.) —)(ST D6L VEL7 OVE MIW. 21' CaRAV6L IJAMR OUTLET PIPE -SEE PLAN UMDERQRAI�J- TYR JYPICAL CR Firs. -7 FOR INVERT ELEVATIONS. NEW 5" WHT ST/?-IPE 6r COVGK WOR Revi 2'-0 RFLOW PIPE 8k SWALG.) OSS SECTION SE F_ DETAIL WALK PEP, STD tr_ I to AS SEE PLAN SEE PLAN 5"ASH, CL B PLAN NO. F-5 5FEC. C-C. SILT FENCE DETAIL rV6RF09A_Trr.V FIFS; 2" CK SUKF TOP COURSE - (EXCEPT-10'N: 5 - THI'C KAIE5S) N. T. S. 411 CR SURF 13ASE C001;�SE YPE A t- Ofi�3 61JT77ER PER STD PL-AN No. F- I 0 t4O 6CAL4 SECTI-ON III= 10'(H) RESTRICTOR PLATE 1 5' M WITH 4 3/8 -ORIFICE DRILLED so z IN PLATE ORIFICE TO 13E EDGED Da;i;)) ,SHARP SWALE NOTE -ALL METAL PARTS AND SURFACES MUST BE MADE OF 000001, CORROSION RESISIANT MATERIAL (ASPHALT CONC, TYPE 11 CATCH BASIN OR GALVANIZED, COMPLETE 0 P�s 0 1 L. DRIVEWAY T CORROSION PROTECTION MUST 01 BE ASSURED, 00, 0 6, MIN VA FI ABLE BACK OF'. PER. CODE RAMP (TY 6"MINIMUM THICKNESS FLOW RESTRICTOR SIbE . WALK-i QUARRY SPALLS V?_" TO DRAIN ROCK DETAI L FLUSH GRAVEL CONSTRUCTION ENTRANC T 0 _VV "i tASM P 1 D LTYPE "A"I CURB IN GUTTER 6" PERF AD5, C014M CONCRETE GUTTER CARRIED THROUGH TO CE54 I. INTERSECTION MIKAFI 14ONS FILTER APRON MAINTENANCE: FAE3RIC. FULL WELD THIS ENTRANCE SHALL. BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. 0 THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY NEOPRENE GASKET STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS SWALE UNDERDRAIN OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ISOMETRIC VIEW SIDE�VA.LK RAMO I"= 1 -0 -LIFT ROD (7'WIDE SIDEWA INVERT GRAVEL APRON -DETAIL Lo N. T. S. HASP-� LPRESSURE RELEASE 1/4"t - %mi ASSEMBLY SIDE VIEW FRONT VIEW MATERIALS LIST 18" TRANSITION (TYP) 1. 1/4"FL - 6061-TS ALUM. 2. GASKET- CLOSED CELL NEOPRENE PER 1056-67 ASTM -CHEM. RESISTANT (OIL 8 GREASE) OZONE RESISTANT -670 TO -2WF. SERVICE TEMPERATURE. GUTTEP. SECTION 3. C.M.P.- H-3004 ALCLAO ALUMINUM 4. GALVANIZED STEEL GATES AVAILABLE IF REQUIRED. DR I VEWAY DETA I LS LI FT GATE NTS NTS 18" Min. Gravel (12" Min. depth) Runoff Water with Sedime F4 U Lj F1,0514 4e 10' rop SL AB PER 6ra PLAIV 8-Z4. C-OA4,-ACr Fill 0RA 5014 AAeol-IA10 Rlsee RRIOZ 7V��I_AlCeM&IV'r 0,= 51-A5. 5U,,11,100,e7- SLAO O/V :901L Sediment ltered Wi re Mesh wi th Fi 1 ter Fi Water Fabric on top M1 3 6, -0, 4 CA r, 24 "0 RINO 4�5CV_10 cov&,e CL R. YVI A409 7_Ae A107-E: APPROVED FOR CONSTRUCTION RlSeRrlf LA,906R_ 70 0.6 Frze ASSEA43LeO �5Y 5r0 A=1Z_A1V 6-24 CATCH BASIN F1 LTER A-fA NU,=A C ALL "67A-l- PAe775 TO NTS BE GAI-VANIZED. OErEN7-10AI &ITY ENGINEER'-- 0.- . I - �77��__ Z.- Doti,. TEFk[-% WILLOWDALE GARDEN CEN CIWP RlSee DE 7AIL- SCALK: "PROVKD BY:: DRAVe 4r-00 AS N x?r- 15 '(11ZI DAM 10-11 !_9 !1 REVISED DETA I LS DR u"BKR 10/10( LAKESHORE INVESTMENTS F 3 L I M TOOL JOINT W1 GROOVER/JOINTER FLAT TOOLED AREA CENTER ON JOINT i" DEPTH EXPOSED AGGR ATE MINIMUM FINIS U.O.N., P IS U.O.N. 40 7 00 0 0 000 0 0 CP 0 0 1 0 0 0 00 0 ei�30," 600 ROCK BASE CONC. WALK W/ 6X6/W1.4XW1.4 WWM @ CL.— PADLOCKABLE HASP CHAMFERED EDGES-TYP T&G 2X6*S -PAINT---, U) _J DOWEL OINT & SEALANT 24" LONG @ 24�' D.C. PER SPEC. PLANTING BED GREASE OR SLEEVE 0V XTRUDED CONC. E BAR @ ONE SIDE'OF JOINT. ALT. SIDES FLAT TOOLED AREA ,W. I" RADIUS CENTER ON JOINT �Xd>. FIRELANE MARKING PAINTED ON CURB EXPOSED AGGREGATE a. q:, WHERE INDICATED FINISH U.0 N. ON SITE PLAN Qe BONDING AGENT �v '710 f9l N ASPHALT ASPHALT PAVING AVING P F C E ��ZIF =3 KA _)Ce 0 90 0 0 ____ 00 0 6 COMPACTED 0 0(9. R 0 00 0 0 0 0 0 '0 4 BASE ROCK 0 0 000 0 08 (y 0"(P,. 0 0 0 0 0 0 0 0 0 r,.Oo 0�8 0 0 0 0 C5 0 (b 0\ CP C> 0 000 000 0 00V J NOTE: REINFORCE ALL CORNERS WITH COMPACTED NATIVE I . \\\--ROCK BASE EXTRA CONCRETE. OR FILL SOILS \ 2. NO SQUARE OR "SHARP" CORNERS CONC. WALK W/6X6/ ARE ALLOWED.. i"RADIUS MIN. Wi.4XW1.4 WWM AT 3i CUT CONTROL JOINTS AT ALL CURVE CENTER (INTERUPT RETURN POINTS AND AT INTERVALS NOT AT JOINT) TO EXCEED 15ft ON CENTER. TOOL ALL EDGES. E XDA (, ' " -, . F - A N 4'.0"A 0 N' J 0 1 Nft' T ASPHALI PAVING 0 EXTRUDED CURr% 0 0 311= I I- oil 3 It = 11- oil _2X6 WOOD FRAMED ENCLOSURE/STUCCO FIN. EXTERIOR/PAINTED PLYWOOD INTERIOR GSM COPING ON TOP. P.T.4X6 PLATE W/ i/2""DIA. A.B. @ 24 D.C. /01 0 4" CONC SLAB W/ BROOM FIN. SLOPE TO DRAIN PROVIDE SLEEVES FOR EA. CANE BOLT @ ASPHALT & ONE @ SLAB REFUSE AREA 3/BN 4 CARRIAGE BOLTS-i @ EA. BOARD @ EA. VERTICAL-TYP. !X6 T&G W/ MiltHtU UU11NtHti HINGE DETAIL SIDE VIEW 4" GALV. STEEL POST FILLED W1 CONC. 2"X4"X3/i6" STL. TUBE FRAME -BUTT*& WELD ALL AROUND. CLOSE ALL ENDS. .`—I"XI/4" STL. STRAP WELD TO BACK OF FRAME CANE BOLT ON BACK SIDE OF EA. LEAF 1 4 12m DIA. FTG.-EMBE--� PROVIDE SLEEVE IN POST 3'-0" INTO SLAB FOR ONLY ONE. CANE FOOTING TE �REFUSE-GA DUMPSTER ENCL BEYOND WARP RAMP TO 1:20 SLOPE MAX MED BROOM FINISH ASPHALT DRIVE FLUSH TO CONC X X X 00 %C o 0 0 0 0. cbo 0 4" THK CONC SLAB .1 t> W1 6/6 X W1.4/Wi.4 WWM ON 4" ROCK BASE #4 BAR CONTINUOUS 60REFUSE ,__a APR011 - 0 AC PAVING R -j / 12 CONC. "'URB AND SIDEWALK SEE SHEET FOR TINISH t> 04 -COMPAC"% ED FILL aco 11H R 1/2" CONC. CUHU AND SIDEWALK SEE SHEET FOR FINISH FILL C0 ASPHALT CONC. PAVING. TYP. I , M i"A 14 111 K . 791-01& 72'- 1-3/411 125.53' 100'-0" Traffic Sign, EAST BOUND--,, TRAFFIC TO EXM ONTO dL18L1O,, Is'-0 11 25LO" ?1�.011 oil 76th AVENUE WEST L 42. 5 3' 18'- L - 411-011 d 181-011 Install 3-70 Watt HPt Wall Mounted L2 o 3 L 0 11 ?L off 21-0, Security Fixturas-at 14fast A.F.F. on --a ILI --VNP- Fascia. Activated by Photoelectric Call H, andicapped Sidewalk 6 Ft. Sight Obscuring Yard Pole Light Directed or. C and Tim Access per City of Edmonds —Fence at West Ek North Down & Into thw site - 20'High/500 Watts",)- Standa ds yp. 6Loc. 6 ft. Continuous Chain Fence Adjacent Building Property Lines -Zone Medical/ Retail se ft. Got*$ at South el East . ................ . R M' 2.4' U w/ 3ft. x 6 Pripert r, Lines End w/Codar Slates. Ilk, 81.67 Ft. N 0027 14!'E N _J IN :A 0 IN Landscape Area Right lirn In 81 Out 12 Ft. Drive Thrd'Lane Re us g 0 9 110 -4. Behind Bidg.1673s.f. 2 Exit' co -1 Traffic Island _J 115 Ft. B1 dg. Side Yard DrIve-U -Windows- Entrance 0. 1-: C4 4rYooTUverhang P _11ata Mall --- Ovedang 1 1 r Decal no per 7 o otaiion La Driveway Exterior Bldg. Soff it Lighting wireOT450 1p, rL:i n a s� A`— (COT U, I a. Anr. I City of -:dmonds' 0 ki Req'mts.- 795sf ea Down onto Sidewalk C4 Now Curb, Gutter a Fast Food r6 Sidewalk zt -6 '�TTTYP es auran C ommercia Cq _I 6 Ln -I IC4 Rod Pointed Parapet Bond U1 5 7 787s.f. 3 _0 .10 use OD Building 9 Refer to Standard Burger King Drwgs. C) I- I . I I (� 4 1 for Site Details. cn 4 3 Gate w/Loc (n 31: 7603 21?A St. Sw. 0 101 X 34 s.f. 21124 76th Ave. W. 0 0 Cf) I _q_ in --- X x M 30 HCP 0 9 A\ 0 te L_J L-19 7 arhang Concrete SI Cc rate eivqlk CL 7z 0 41 T --I 0 vrSIS (1) U) 11117 HCP Cn OD Z 0 z bb 6 6 0 cn 0 Ki)' S.T S1 00 -1 Cd 4 4� M Co -0 OD 1 3 00 �\ �4 0 0 Po Otrian Drive. Up Pr; vide site lighting of I ft. candle min. t 1 0 0 AY Existing Building E -1 -into section Access Lane Sign V-OuH.C.., at H.C.access route from H.C. co C\J `NN to 'Psig be Removed 14 stall to entries. (9 locations). to A!, Lij A 01 (D co Ui 20 Ft. Bid g. St r sei 10 21 0 0 i' 7 Ft. Eqsement for Setback -1 Drivl3way Driveway 0 cb S icle wq- I k 0 �3' 0 11600. GD. 19 9 9 S1 .573,82 Ft. N 0*27'50"E Existing Sidewalk ROSSWALK CROSSWALK kPPROVED FOR CONSTRUCTION 30 1-081 71d I B-0 18'- 0" SITE PLA Scale: I% 20�4' ?-5'- 0 " * 0�4'j 01 85!-0" (10-8.5'Stalls) 60Ftl Right of Way 70th venue West 144-6" 117-8.5'Sta Is)1 i-o" '35L011 5"411 �-Pu 36. 1*71 L51-L011 I - 11 11 178i-6" (21- 8.5'Stalls) BN Zone -Auto Servic 119�-Ou (14-8.5"Stalls) 5 �O 50 75 il Use 30.17' THIS STAMP 15 FOR Jrr--MS .WITH'O"SYMBOL 4 FOR .,PARKIMG DIMF_�WSIO,tqS ONLY. 12/28/91 .i STREET FILE THESE PLANS AND SPECFICATC01,48 ARE COPY- RGHT MATEFIIAL AND ARE. ROBERT L.STASNY A.I.Aq ARCHITECT SEATTLE. WA. ANY r1JFP4*4GEMENT OF COPY- RIGHT OR UNAUTHORIZED USE OF THESE PLANS RENDERS THE USER LIABLE TO PROSECUTION UNDER THE COPYRGHT LAWS OF THE UNITED STATES. ORAWN KLzi CHECKEO ELS ARRROVEOBLS Ir V� MtIIIIIIIIIZ I'll 111111111 CITY ENGINEER