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APPROVED PLN BLD ENG Plans-2.10.2022PROJECT NOTES PROJECT TEAM MECHANICAL VENTILATION PROVIDE SOURCE SPECIFIC FAN IN ACCORDANCE WITH THE 2015 INTERNATIONAL MECHANICAL CODE. BATHROOMS = 50CFM 1.0 SONE MAX. EXHAUST DUCT TERMINATION LOCATIONS ON THE EXTERIOR OF THE BUILDING ARE TO BE LOCATED A MINIMUM OF T-0" FROM WINDOWS AND DOORS, TYPICAL. LIGHTING A MINIMUM OF 75 PERCENT OF ALL NEW PERMANENTLY INSTALLED LAMPS (OR BULBS) MUST BE HIGH -EFFICIENCY LAMS: LED OF COMPACT FLUORESCENT (CF). RECESSED LIGHTING IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC -RATED AND CERTIFIED UNDER E 283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM WHEN TESTED AT A 1.57 PSF (75 PA) AND SHALL HAVE A LABEL ATTACHED SHOWING COMPLIANCE WITH THE WASHINGTON STATE ENERGY CODE. ACCESSIBILITY GENERAL: ALL NEW CONSTRUCTION SHALL MEET THE REQUIREMENTS FOR ACCESSIBLY. ACCESSIBLE ROUTE: THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36" MINIMUM. ADJACENT HANDRAILS AND DOORS WHEN FULLY OPENED SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE WIDTH BY MORE THAN 1/2 THE CORRIDOR WIDTH. WALL -MOUNTED OBJECTS BETWEEN 27" AND 79" ABOVE THE FLOOR SHALL NOT PROJECT MORE THAN 4" INTO THE ACCESSIBLE ROUTE. DOORS: ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENINGS SHALL BE A MINIMUM CLEAR WIDTH OF 32" WITH THE DOOR IN OPEN POSITION AND A MINIMUM OF 80" IN HEIGHT. EXIT DOORS WITHIN THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE OPENABLE WITH A MAXIMUM FORCE OF 5 LBS. VISION PANELS IN DOORS SHALL HAVE BOTTOM OF GLASS NOT MORE THAN 40" ABOVE THE FLOOR. EXIT DOORS SHALL BE READILY DISTINGUISHABLE FROM ADJACENT CONSTRUCTION. THERE SHALL BE NO MORE THAN 1/2" CHANGE IN FLOOR LEVEL AT DOORS. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS SHALL BE MOUNTED BETWEEN 34" AND 48" ABOVE FLOOR. ELECTRICAL: INSTALL LIGHT SWITCHES NO MORE THE 48" ABOVE THE FLOOR. INSTALL ALL ELECTRICAL AT A MINIMUM OF 18" ABOVE THE FLOOR. PARKING SPACES REQ'D ------------------ PARKING SPACES PROPOSED -------------- ACCESSIBLE PARKING SPACES VAN -ACCESS PARKING SPACES ____________: EGRESS ILLUMINATION 1. THE MEANS OF EGRESS PATHWAY SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE IS OCCUPIED TO A MINIMUM OF 1-FOOTCANDLE AT WALKING SURFACE. 2. MEANS OF EGRESS ILLUMINATION FIXTURES SHALL BE SPACES AND DESIGNED TO GIVE ADEQUATE DISTRIBUTION OF LIGHT OF SAFE EGRESS AND SO THAT THE FAILURE OF ANY INDIVIDUAL LIGHTING ELEMENT WILL NOT LEAVE THE SPACE IN TOTAL DARKNESS. ILLUMINATION FROM BATTERY -OPERATED FIXTURES SHALL PROVIDE THE SAME LEVEL OF ILLUMINATION REQUIRED FOR HARD -WIRED FIXTURES. 3. IN THE EVENT OF A POWER FAILURE, AND EMERGENCY POWER SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL REQUIRED AREAS FOR SAFE EGRESS. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM, IN WRITING, TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION, OR RELATED WORK. 2. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND REFERENCE STANDARDS INCLUDING BUT NOT LIMITED TO: UBC, SEISMIC CODES, NEC, NFPA, ASMC, UMC, LATEST ENFORCED EDITIONS. 3. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL. 4. CLARIFY ALL DISCREPENCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. 5. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION. 7. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 8. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 9. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF THE CONTRACTOR'S PUNCHLIST, THE ARCHITECT SHALL PREPARE A PUNCH -LIST OF CORRECTIONS, UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER/CONTRACTOR AGREEMENT. 10. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. 11. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. APPROVED BY PLANNING 7/1 Q/7n77 LIFE SAFETY PLAN BUILDING SUMMARY GENERAL NOTES (CONTINUED 12. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND DEBRIS. 13. VERIFY IN THE FIELD, THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. 14. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OF WORK AND THE TENANT'S SPACE. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 15. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECT THE SCOPE OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 16. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS U.O.N. 17. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. 18. "VERIFY" OR "VER." MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECT. 19. FURNITURE SHOWN IS FOR REFERENCE ONLY AND INSTALLED BY OTHERS U.O.N. 20. FILE CABINETS, AS SHOWN ON DRAWINGS, ARE SUPPLIED BY OTHERS. COORDINATE FILE SIZE(S) W/ FURNITURE INSTALLER FOR REQ'D CLEARANCES. 21. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM EMANATING FROM CONSTRUCTION AREA. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT SPACES WITH THE BUILDING MANAGEMENT AS REQUIRED FOR PRICING. 23. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT INDICATED ON THE CONTRACT DOCUMENTS. 24. ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. 25. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS -PRIOR TO THE START OF NEW WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 26. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 27. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON THE JOB SITE. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION, OR DEMOLITION, STOP WORK AND CONTACT OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. LOAD LOCATION USE OCCUPANCY FACTOR SF OCCUPANTS KITCHEN (BOH) KITCHEN KITCHEN 200 1144 5.7 DINING (FOH) RESTAURANT A2 15 1140 76 RESTROOMS ACCESSORY - 109 0 PATIO RESTAURANT A2 15 354 23.6 TOTALS 2747 105.3 - 106 DRIVE THRU WINDOW RESTROOM CALCULATIONS IBC PLUMBING CODE, CHAPTER 29, TABLE 2902.1 1 WATER CLOSET PER 75 OCCUPANTS PER GENDER 1 LAVATORY PER 200 OCCUPANTS PER GENDER TOTAL OCCUPANCY = 106 PER GENDER = 53 CLASSIFICATION OCCUPANTS WC LAVATORIES NOTES MAIN FLOOR 106 TOTAL MEN WOMEN 53 MEN 53 WOMEN 1 1 1 1 OWNER: KAFE NEO EDMONDS LLC 21108 HIGHWAY 99 EDMONDS, WA 98026 CONTACT: PEDRO GERMANO P:(206) 739-4279 E:pedro@kafeneo.net ARCHITECT: RADER ARCHITECTURE STUDIO 18020 57th AVE NE KENMORE, WA 98028 CONTACT: JONATHAN RADER AIA NCARB P: (206) 883-4510 E: jonathan@raderarch.com STRUCTURAL: BTL ENGINEERING 19011 WOODINVILLE- SNOHOMISH ROAD SUITE 100 WOODINVILLE, WA 98072 CONTACT: ERIC DANN P: (425) 814-8448 E: eric.dann@btleng.net LEGEND Kafe N eo New Drive Thru Project 21108 HIGHWAY 99 EDMONDS, WA 98026 SHEET INDEX T1 TITLE SHEET, VICINITY MAP, PROJECT INFO A0.0 EXISTING SURVEY A1.0 EXISTING AND PROPOSED SITE PLANS, PAVING PLAN A1.1 DEMO PLAN, FLOOR PLAN, TRASH ENCLOSURE A1.2 Q SITE DETAILS, CANOPY PLAN AND ELEVATION e EXIT SIGN - - - 3 TRAVEL DISTANCE / EGRESS PATH OFFICE ROOM NAME 2240 LENLARGED PLAN _ 1 6.1 2 ELEVATIONS 7.1 EXISTING CONSTRUCTION TO REMAIN NEW PARTIAL HEIGHT WALL NEW WALL NEW CASEWORK/CABINETRY/MILLWORK VICINITY MAP PROJECT INFORMATION PROJECT ADDRESS: 21108 HIGHWAY 99; EDMONDS, WA 98026 PROJECT DESCRIPTION: NEW DRIVE THRU, TRASH ENCLOSURES, MINOR INTERIOR MODIFICATIONS ZONE /LANDUSE: GENERAL COMMERCIAL ASSESSORS TAX NO.: 27042000303600 OCCUPANCY: A2 LOT AREA: 16,115 SF (+/-) [.37 ACRES ] SETBACK: ZERO CONSTRUCTION TYPE: V-B, NON-SPRINKLERED APPLICABLE CODES: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 WASHINGTON STATE ENERGY CODE 2018 INTERNATIONAL FIRE CODE United Stales Postal Servce //5%walgreens LEGAL DESCRIPTION 208th St sw SECTION 20 TOWNSHIP 27 RANGE 04 QUARTER SW - LOT 2 OF CITY OF ED SP S-05-138 RECE AFN 200603285252 & (\l`�'� S E A T T L E-/H E I G H T S CORR PER AFN 200606090796 BEING A PTN OF SE 1/4 SW 1/4 lJ 1 n I. u D Pinewood Square 9 F Apartments _ 2101h St SNI _ Snohomisl - Lyn SITE I �� rill & Chill 212th St SW' �_ 21 129 f O � a CarMaxf Used car dealer I j f 3 IL 11 s C_ SF 2761h St S1N 216M S Approved by Fire 02/15/2022 AFM �-_/F�tterer APPROVED PLANS MUST BE ON JOB SITE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All Welding to be performed by a WABO certified welder. Provide reports to inspector for verification. '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' City Of Edmonds Building Department Work ADD DRIVE THRU, SITE IMPROVEMENTS, INTERIOR WORK Address 21108 HIGHWAY 99 Owner KAFE NEO Approved Date 02/17/2022 Building Official Eri & Carter Permit Number BLD20221-1238 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RADER architecture studio Architect 7680 REGISTERED ARCHITECT <W • JONATHAN DONALD RADER STATE OF WASHINGTON U W 0 I..L N� W 0 1 Z cv Q 00 �' [):f M ::D Z Q O Cn z W m = Q O 3:3: W Z = U) _ 0 W = z L.L oO G � CN W 2 PERMIT CORRECTIONS SET 02.10.22 0 PERMIT CORRECTIONS SET 11.08.21 PERMIT REVIEW SET 08.30.21 SD PRICING SET 02.18.21 GENERAL INFO PLOT PLAN VICINITY MAP T1 ISSUE �I9IV1191117 IIIIIIINIIIIII �'�WINIIf �IIIVII�I �I:'iB'ritl6 Ib�139,00 P� II!W.M14 f;UIIIY. PSNIIIGIgI Return to: Christensen & Hawes Inc., P.S. JAMES R. HAWES 3102 ROCKEFELLER AVE Everett WA 98201 NO EXCISE' T.AX ReauiREJAN 18 Nub tiOB UANi1N1, S[}o1;omish Cuul►ty lleasucel U� g B GANTtNI MUTUAL EASEMENT AGREEMENT BY THESE PRESENTS, LET IT BE KNOWN, that on date below signed, the parties hereto did enter into this agreement for the reciprocal grant of an easement as set out herein below. The parties hereby agree, on behalf of themselves, their heirs, successors and assigns, to be bound by the terms, covenants and conditions of this Mutual Easement Agreement, which specifically is intended to run with both of the properties described herein, in perpetuity. PARTIES / PROPERTIES: PARCEL #A: at 21108 Highway 99, Edmonds WA 98020, Washington, owner Shannon Meline, as her separate estate, as described in the first paragraph of the attached Exhibit "A", which Exhibit "A" is hereby incorporated herein by this reference, and which property is hereinafter referred to as PARCEL #A. Property Tax ID No. 27042000302400. PARCEL #B: at 21116 Highway 99, Edmonds WA 98020, Washington, owner Jacquelyn Robinson, a single person, as described in the first paragraph of the attached Exhibit "B", which Exhibit "B" is hereby incorporated herein by this reference, and which property is hereinafter referred to as PARCEL #B..5 oufheas+ g L'ar'+e_r- 0-E- -khC Property Tax ID No. 27042000302300. S ° `� �'"�� S �I a +e,^ a-F S'e c+I r'� "10 T& wrnS I,,P 37 t4 cr F� ! �L�n`f �' EE7kS+ PURPOSE: The above referenced properties are adjacent to each other. Each property currently has a commnercial building located thereon. Garbage for these two buildings is currently stored, and picked up, in an area located between the two buildings. Commercial garbage pick up is made by driving the refuse truck between the two buildings. The refuse truck must go upon both of the properties in order to access the garbage storage area. The parties MUTUAL EASEMENT AGREEMENT Page 1 desire to formally grant each other an easement in order to allow the owner of each property, or their tenants, to come across the property of the other in order to access their garbage storage area and have their garbage picked up, and to keep clean and maintain their respective areas. EASEMENT GRANT: Therefore, each party, on behalf of themselves, and their heirs, successors and assigns, for consideration of the mutual benefits to be derived therefrom, and the releases and agreements herein contained, which consideration the parties hereby acknowledge as full and adequate, do hereby grant, sell, transfer and convey to the other party hereto, and their heirs, successors and assigns, a non-exclusive easement FOR INGRESS and EGRESS, OVER, ACROSS, THROUGH AND UPON THE property of the other described below, including, without limiting, for access by their employees, guests, invitees and commercial vehicles servicing their respective properties. EASEMENT LOCATION: The Location of the easement across each respective parcel is set forth in the second paragraph of Exhibit "A" and Exhibit "B". USE: The parties hereto agree not to do or allow to occur on the easement anything which would disrupt the use of the easement granted by this document, normal disruption for repair, maintenance, and acts of God, excepted. Each Party agrees that all reasonable care shall be used to prevent the disruption of the use, or altering, of the property of the other outside of the easement area, and shall at all times return any disturbed easement property to the condition it was in prior to any disturbance, in a timely fashion, and to keep the property of the other, and the easement area, clean and free from the refuse of the other. Use of the easement area for maintenance and repair of the existing improvements and uses reasonably related and attendant thereto shall not be considered a disturbance of the easement property, and consent is granted to each to come upon the property of the other for such purposes upon reasonable advance notice and only to the extent required to effect the purposes of this agreement. Neither party shall allow parking in the easement area. IMPROVEMENTS: Each party agrees that they shall not place upon the easement area any additional buildings, fences or other improvements. RELEASE: Each party hereby agrees to release, hold harmless and indemnify the other parties as to any claims of damages to person or property arising out of use of the subject easement area by themselves, their tenants, guests and invitees, except as to damages to a party, their guests or invitees caused by the reckless or intentional acts of one of the other parties. The parties hereto acknowledge that certain claims of adverse possession to the easement area, or defenses to such claims, are being resolved hereby, and each party does hereby agree that the creation of this easement area shall act to extinguish such claims or defenses with respect to the area subject of this easement. Each party hereby acknowledges that they MUTUAL EASEMENT AGREEMENT Page 2 EXISTING EASEMENT DOCS 30, FOUND CASED MONUMENT I t i U1 a 0 0 N ?77.75- � I I 1 I i I I i FOUND CASED MONUMENT JO" SE 1/4, SW 1/4, SEC. 20, T. 27 N., R. 4 F., W'.M. SNOHOMISH COUNTY, WASHINGTON I 1 L-_-®------- I Exrs7lNc / 4o BUILDING EXISTING ,( BUILDING . � TO' ywrrAR?' SIDE ��jtpM�IG + SEWER EASEMENT f I REC_ NO. 2371048 / S88"04',38 E f . .251, 79' S.4' r B.2' 5.4' 5 4 • INGRESS/EGRESS AND II EXISTING G�{J PARKING EASEMENT BUILDING � T8,3• + Af7V 9204090598�� o�,pdti f EXISTING 10' SNOHOMISH 6/I ��,. 4 BOLOW0 COUNTY P.U-D. J + EASEMENT AFN 9612190148 Q S" 105,DD' >+ i5.4' �ry�plti 16LI' INGRESSJEGRESS AND PARKFNC EASEMENT �{ - I ARV 9204090596 Y 58804 .78E J99,13" J4 �q INGRESS/EGRESS t EASEMENT, REG, NO. / �\Xf�j 1752652 V o4c GRAPHIC SCALE I IN FEES } I inch = 30 fL LEGEND: I f FOUND CASED MONUMENT I' � SET 518" REEiAR AND CAP LS /29286 H/W RIGHT OF WAY F — — X FOUND Pff ! LIT WASHER _ 127.55' 1 r` tS /29286 S$$'04 38 F FOUND REBAIi AND GAP Q LS /29286 � .21,2TiY ST. S'Ar "� FOUND CA5fD MONUM£IYT AFM AUOITOR S FILE NUMBER 1,1 ' 5, AND 0.3" E OF G4CULATED INTERSEC1ION (BASIS OF BEARING) AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE FILED FOR RECORD THIS 13 DAY OF V!2004, AT to, 5� THIS MAP CORRECTLY REPRESENTS A SURVEY MADE Pr. M., IN BOOK .. __ ......... OF SURVFYS AT PAGF ;.J� . AT THE 13Y ME OR UNDER MY DIRECTION IN CONFORMANCE REQUEST Of PACIFIC GEOMATIC SERVICES, INC. WITH THE REQUIREMENTS OF THE SURVEY RECORDING Q,� I - toj `bi tv A4owr -S ACT AT THE REQUEST OF JAC_ QUUELYN ROBINSON IN vCOvUNTY AUDITOR DEPUTY COUNTY AUDITOR [)F.c'E ME3r R , 2005. EXISTING SURVEY N.T.S. KERREL BELL. PLS S, SEC, 77 FOUND CASED MONUMENT 20060213506 BASIS OF BEARING. 7HE BEARINGS SHOWN ON THIS SURVEY ARE BIASED ON THE WC-C.S. PUBLISHED COORDINATE VALUES AT 7NE SOUTH ONE -QUARTER, AND SOUTHWEST CORNER OF SECTON 27 M ESrABL15H A @FARING FOR THE SOUTH LINE OF SAID SEC77W AND FOUND MONUMENTS AT THE SOUTH ONE -QUARTER SECTION 27 AND AT THE CENTERLINE INNTERSECRON OF 70TH AVE. WEST, AND 2127H ST. SKS WITH A SCARING OF S8d'04 ,X8" E_ (REFERENCES: HOYT ACRES, VOL 16, PACE 26 RECORD OF SURVEY AFN/ 7710170280 RECORD OF' SURWY AFN, f 8902275003 STATE OF WASHINGTON HIGHWAY DEPARTMENT MAP AND PROFILE OF SR 99, SHEET 5 Of' 13_ STATISTICS: EQUIPMENT.- rRIMBLE 5603 R1060TIC rOrAL STATION, ME7IHODMOGY. nELD TTT,IVOM MEETS OR EXCEEDS SURVEY STANDARD AS PER WAC 332"-T30-050 WAC 332-IJO-090 WAC ,532-130-100 ALL SURVEY WORK OCCURRED IN DECEMBER OF 2005. LEGAL DESCRIPTION: FER FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON SHORT PLAT CERTFRCAir, ORDER NO- 0173073 D1AFED NOVFMBER 9, 2005 At 4,00 AM PARCEL 1: THE NORTY 105.00 FEET OF THE SOtflN 27775 OrM OF THAT POR77ON OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF 111E SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST W M,. RECORD OF SNOHOMISH COUNTY, WASHINGTON, LYING WESTERLY OF U.S. HIGHWAY 99; FxCEPT THE WEST moo FEET THEREOF FOR ROAD (ALSO KNOWN AS PARCEL B OF THE CITY OF EDMONDS PLAT NO. S-R-75 RECORDED UNDER RECORDING NO_ 239W15_ SITUATE IN THE COUNTY OF .SNOHOMISH, STATE OF WASHINGTON, PA&2U-2. AN EASEMENT FOR INGRESS, EGRESS AND VC141CLE PARKING PURP05ES, OVER ACROSS, THROUGH AND UPON Th4T PORTION OF THE SOUTHEAST QUARTER OF' THE SOUTHEAST QUARTER OF T1H4' SOUTMIY£ST QUARTER OF SECTION 20, TOWNSHIP 27 NORTH, RANGE 4 EAST, Wk., DESCRIBED AS FOLLOWS: COMENCING AT THE SOUTHWEST CORNER OF SAID SUBDMSIDN, THENCE NORTH 1'4'12" WEST ALONG THE WEST LINE OF SAID SVBDMMON, A DISTANCE OF 172.75 FEU,THENCE 89'53'00" FAST PARALLEL WiTf THE SOUTH LINE' OF .SAID SLIBDMSKW, A DISTANCE OF JO 00 FEET TO AN IW ERSECT70N NV H THE EAST MARGIN OF 70M AVENUE WEST AND THE TRUE POINT OF BEGINNING OF THE DESCRrPTTON; THENCE CONTINUING SOUTH 89'53 00" EAST A DISTANCE OF 199.07 FEET TO AN INTERSECTION WITH THE WESTERLY MARGIN ON U.5_ HIGHWAY 99; THENCE NORTH 25' 12 00" EAST, ALONG WD WESTERLY MARGIN, A DISTANCE OF 201,70 FrET TO AN INTERSECTION WITH THE NORTH LINE OF THE SOUTH 355.53 FEET OF SwO SUBDIVISION: THENCE NORTH 89'5X00" WEST ALONG SAID NOTt7F1 LINE, A 015rANCE OF 65,25 FEET, TNENCF SOUTH 15"15'00" WEST A DISTANCE OF 168,5J FEET,' TNENCF NORTH 8-W5J'00' WEST A D15TANCE OF 156,00 FEET TO AN INTERSECTION WITH THE EAST MARGIN OF 70TH AVENUE WEST; THENCE SOUTH 1'47"12" EAST, ALONG SILO EAST MARGIN, A DISTANCE OF 20.00 FEET TO THE TRUE PONT OF BEGINNING, EXCEPT THAT PORTION LYING WIr1HIN PARCEL 1 HEREIN OESCRIOED, SITLIATf IN THE COUNTY OF SNONOUISH, S7A7F OF WASHINGTON PACIFIC GEOMATIC SERVICES, INC— !�i; of ■1< ;,, _"' LAND SURVEYING &. MAPPING SERVICES f UAL.IIN SERVICE • C'R> A-rIVE SOLUTIONS +� 1 � I 61i08 216TH STREET SW, STE- 304 ' 4 I MOUNTLAKE TERRACE, WA 98043 1 PHONE:(425) 778-5620 FAX:(425) T75.2649 aya, nab_ WEB. www PacGeolnc.cam T c.ececeeao. .:rrz u�1 RECORD OF .S SIR VE I'FOR JA CQ V EL R OBIN ON SF 1/4 SW 1/4 SEC, 20," .27 N. R. 4 E. IiRA',VN 8Y ❑ATFRFV. BY. DATE! PPOJECI MAMN5tR- '__ALL. RWP 12-21-05 FRF I' - 30, DRAWING FILE NAME: CHK BY: [FILE .B NO JOB NG S-IT Ni: t05I1201_R0S,DWG KDB RQ4EQT A T.1, A� RADER architecture studio Architect 7680 REGISTERED ARCHITECT JONATHAN DONALD RADER STATE OF WASHINGTON U UJ 3 0 LL ZD W RESUB Feb 10 2022 CITY E DEVELOPMENT SERVICES DEPARTMENT 0 z N Q Q 0 U) z W rn = Q Q 0 3:3: W z_o = U) W = z O O C) Q r 0 C1 W 2 PERMIT CORRECTIONS SET 02.10.22 10 PERMIT CORRECTIONS SET 11.08.21 PERMIT REVIEW SET 08.30.21 SD PRICING SET 02.18.21 EXISTING SURVEY A000 ISSUE zi� N.T.S. � - 1 / - 7 RE -BUILD SECTION / - ' /-- OF THIGH WALL /' 6� 6 7 1 ' - 2 5 3 3 - p�,'bp PARKING 4 5 -2 - A1.2 - ,-/1 3 0Q ? 4W EXIST H ' ' IO I ' © 1 � IZ - / END OF 2 PAVING ' PAVING 00 ------ D' - / 2 `��� - END OF - 2 N 2 12 1 - 1 3 A1.2 ----- IJ / CURB �' - - ' 1' 1 /% I 7 ADA PATH OF TRAVEL I -' - -� PROP/ - - CURB � �% p o 1 ►o I o ,.. ,1 ...... 1. .. � 12 - STRIPED AS REQUIRED 0 - � - ..�', � 5' 71/4' �,, 14 .P ADA PATH OF TRAVEL, o STRIPED AS REQUIRED _ lO� ------ / - 1 Al.2 1 SAW CUT FOR STRAIGHT EDGE 6 8:6„ 12 I 1 1 WOOD FENCE (E) � ---- - - --- � ••: , & °' �:.:. `:.; :.' - ...:2::..:...;:' ..:..� � EXIST. co EXIT 1 SAW CUT FOR STRAIGHT EDGE - 1 1 NEW BLACK TOP , � 1 . NEW EXIT IN 12 I FENCE 16 RESURFACE+PAINT / 1 O ' ' ' 2 BENCH MARK - EXISTING 1 T.Il SIDEWALK = +6" ELEV \ HEEL 18 1 (HATCHED) / / 1 8:6„ 1 A1.2 \ 2 ' 11 1 10 1 ' 9 1 8 OF � BANK \ 2 � A1 1 EXISTING '2 RESTAUR KAFE NECI ENTR'EXIT EXISTING 11 1 SIDEWALK 10 10 9 ' G 8 PARKIN T I Yp 2 I .. A1.2 � KAFE NEO 1 i 16 17 1 1 15 14 13 i ' � I I 7 8 � � 1 � � ► 24 0�� TYp 16 1 14 15 13 17 ' .: 2 \ (I 2 / - - \ S`Op�p�1' 2 � NEW 42" ' GALV STEEL - �O \ A1.2 ! , , / - - ' \ 0 0 0 CONCRETE C B ; RAIL , N - ' /p/ROp t ---- i / 3 �- �—_1 \ 2 2 I ROUGH EDGE OF EXIST PAVING = I f 10 �—1 ALSO SEE 3 / A1.0 FOR I FULL SCOPE OF PAVING C> I DASHED LINE INDICATES RE STRIPING �I \ �ti .::------L J 1 2 13 2 /� }-- ---- ROUGH EDGE OF EXIST PAVING % ' 3 NEW,CANOPY/ 1 f -; / 15 f I A1.2 V lO EASEMENT, SEE DWG 1 ------ � lO • ...:,.:;.`:' � - ��--------- Al..2 ----- —�--� 1 3 I = w l= a EXISTING SITE W TRASH ENCLOSURE, SEE 18 1 I 1 SHEET A1.2 -,-NEWIST1 � 1CL -----,�------- 18 / / �\> PAVING PAVING L¢ 1 I , , DASHED LINE INDICATES � � e = NEW TRAS ,RECYCLING AND EASEMENT, SEE DWG 1 I r DRAIN (F.V.) ' ; PAVING NOTE- j ANY EXISTING IMPERVIOUS SURFACES 19 1 27 THAT ARE REMOVED TO BARE SOIS. I ' ' ' DRAINEXISTI (F.V.)NG 18 i i BIO-DIESEL ' EXIST WOOD ENCLOSURE THIS SHEET o - - _ 19 27 a) ' / DASHED LINE INDICATES � EASEMENT, SEE DWG 1 1 1 THEY WILL BE CONSIDERED REPLACE 1 / / - � 1 FENCE, F.V. 1 1 a)IMPERVIOUS PARKING LOT I 1 THIS SHEET HARVEY'S TAVERN SURFACE. IF NEW IS 20 1 / DASHED LINE SHEET Al2 20 �\ 2 \ REPLACED IMPERVIOUS SURFACES ' 28 EQUAL 2000 SF OR GREATER, A STORM I MANAGEMENT SYSTEM WILL BE 1 REQUIRED PER CITY CODE. 1 1 21 1 - ' �� \ INDICATES EASEMENT, SEE ' DWG 1 THIS 1 HARVEY'S 1 28 16-16" 21 I 1 1 29 OWN TAVERN ' � �1 29 ACTUAL ►ACTU L 0 8 16 32 48 0 8 16 32 48 PROPOSED PAVING PLAN N PROPOSED SITE PLAN N 4 1/16" =1'-0" 2 1/16" =1'-0" SHEET NOTES ! OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE PARKING STALL COUNT KAFE NEO = 18 ,-�' NEW STRIPING, 3" PAINTED, YELLOW STRIP O NEW 6" X 6" EXTRUDED CONCRETE CURB, PINNED AT T O.C., HARVEY'S = 20 I TYP ,� i' TOTAL = 38 i a ® NEW PAVING SPEC: OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING BLOCK RETAINING WALL3' HIGH, EXISTING STACKED ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY by WE / ' 1 4" ASPHALT (91% COMP) ov/ 6" OF 1.25" CSBC GRAVEL, 95% COMPACTED UTILITIES MAY REQUIRE A SEPERATE PERMIT. p�/`' IRKING _ 5 ADA PATH OF TRAVEL, STRIPED AS REQUIRED � 1 I PROVIDE SMA B, 1: SMALL ADJUSTMENT TO PAVING TO MEET CUR 20 SLOPE MAX - I O I N \�-----------� " 7 PAINTED ON DIRECTIONAL ARROW, SEE DETAIL ON SHEET -- 4 It 1 A1.2 AND SHEET A1,0 SITE PLANS 8 PRE -ORDER BOARD AND DIRECTIONAL BOARDS, SEE DETAILS i ' / - THIGH STACKED I BLOCK WALL OUTDOOR DINING /EXISTING PORTION FENCE i AND POSTS TO REMAIN 1 KAFE NEO s ON SHEET A1.2. PROVIDE POWER TO EACH LOCATION \� DEMOLISH FENCE, SIDEWALK EXIT I O 1 gO SAW CUT EXISTING PAVING, FOR STRAIGHT EDGE TO ACCEPT NEW PAVING WOOD FENCE AND LANDSCAPING I 1 0 O O O , ' I EXISTING PAVING SPEC: O REPAINT KAFE NEO LOT BLACK THEN APPLY ARMOR SEAL START OF BANK RESTAURANT ' EXISTING SIDEWALK 1 I 1 ' A100, THEN RE -STRIPE PER PLAN, ALSO SEE DWG 3 / A1.0 \ KAFE NECI ENTRY / EXIT 11 STD SAFETY BOLLARD, 4.5" DIA x 42" FIXED, FILLED WITH PARKING I % ' � - -- `� 1 - �I- �r-J_I rJ�_ \ /! 1 I ; CONC, WITH 8" BASE PLATE, PROVIDE 12" DIA x 12" DEEP CONIC PIER 12 CLEARANCE POLE, SEE DETAILS ON SHEET A1.2 \� REMOVE EXIST TRASH j � Ir i - - _ ,�,- 13 WALL MOUNT LED DOWN LIGHTS: Tech Lighting Pitch Single Light 5" High Integrated LED Outdoor Wall Sconce - ADA Compliant; °Go ND RECYCLING FENCES i / I —� ` MODEL: 70OWSPITSB-LED830 S�OpEO - HARVEY'S TAVERN Y Y 3 1 Y Y ' LED POLE DOWN LIGHT, 12' TALL, LED Parking Lot Light Fixture, 4,000 K Color Temperature, 120V, 12' POLE, DARK BRONZE. PROVIDE CONC FOOTING AS REQUIRED SEE SHEET A1.1 FOR CANOPY DESIGN AND DRAWINGS 0 0 1 / START OF - f BANK, F.V. II 61'-6" I L---------J u ' � 57'-3114" I 1 r , I ---I NEW EXIT DOOR IN FENCE, RE -USE EXISTING FENCE GATE'S1���!� - - - f ► V 2 I PANIC HARDWARE, IF POSSIBLE - ,, - '� -�1� - - /�` 57'-10 1/2" 8519 1 INGRESS/ EGRESS Q a 35 j 34 i 17 NOT USED ✓ VERIFY WITH S JRVEY EXISTING DRAIN 1 EASEMENT AFN ; 200601181117 I ' / ' ENGINEERING DIVISION INGRESS/EGRESS. AND VEHICLE PARKING EASEMENT AFN 931123107 i APPROVED AS NOTED / - WOOD FENCE, F.V. I 02/16/2022 , , , / - , - INGRESS/ EGRESS EASEMENT AFN HARVEY'S 200601181117 ' PARKING LOT i ! ***No stormwater management system required at this time. If new and replaced \ TAVERN Applicant shall repair/replace all I EXISTING PAVING SPEC (HATCHED AREA): equals 2000sgft or greater, a stormwater damage to utilities or frontage 1 I P JECT ACTUAL REPA, INT KAFE NEO LOT BLACK THEN APPLY AR1 OR SEAL A100, THEN RE -STRIPE PER PLAN ; management system is required per City Standards.' \ improvements in City right-of-way , occurscity duringards the that is caused p project. 0 8 16 32 48 MASTER SITE PLAN - EXISTING PAVING 3 N.T.S. PLAN EXISTING AND SITE DEMOLITION PLAN N 1 1/16" =1'-0" RADER architecture studio Architect 7680 REGISTERED L. ARCHITECT <wv&r • JONATHAN DONALD RADER _STATE OF WASHINGTON U W 0 1^.1� I..L \W / RESUB Feb 10 2022 QDEPARTMENT CITY OF EDMONDS DEVELOPMENT SERVICES Z co o C)o z O VJ Z v' Q 0 W Z � U) _ o LU = z U_ o O G � CV W 2 PERMIT CORRECTIONS SET 02.10.22 0 PERMIT CORRECTIONS SET 11.08.21 PERMIT REVIEW SET 08.30.21 SD PRICING SET 02.18.21 SITE PLANS ISSUE L FACE OF BUILDING (DASHED) T7 (3) SIMPSON 1/4" X 4" / STRONG -TIE TITEN SCREW ANCHORS AT EACH VERTICAL, TYP. 1" V-21 /2" 1 " V-7 3/4" SIMPSON 1/4" X 4" STRONG -TIE TITEN SCREW ANCHORS AT CENTER OF EACH BAY HORIZONTALLY FRAMING DETAIL 1 1 /2" = 1'-0" (3) SIMPSON 1/4" X 4" STRONG -TIE TITEN SCREW ANCHORS AT EACH VERTICAL, TYP. T-4" T-0" 1" x 1" HSS FRAME % POWDERCOAT FINI,1 STEEL DECKING (DA 1" x 1" HSS FRAME w POWDERCOAT FINIS 1" x 1" HSS FRAM POWDERCOAT FI NEW CEDAR PLANK FENCE TO MATCH EXISTING, WITH TREATED 44 POSTS, TYP. NEW 4" CONIC CURB AT DRIVE-THRU ENTRY ONLY EXISTING DOOR NEW EXIT GATE TO REMAIN, NO WITH PANIC - CHANGE -_ HARDWARE EXIT 1, NO CHANGE EXISTING BOOTH " TO REMAIN PO SO (E) 5-2 NEW PARTIAL HT WALL AND F COUNTER L----------- ----- --� ® ® NEW 2 8" 5'4' 0 LOCATION FOR KEG COOLER + Em � q � TAPS EXISTING EQUIP (NIC) HS (E) POS 4" 4" SPEC FOR NEW WINDOW: 6' 2" COVENANT SECURITY EQUIPMENT MODEL CSE-RA-275-SC NEW STAINLESS COUNTERTOP PROPOSED FLOOR PLAN 1 /4" = 1'-0" DEMO CONIC WALK AND FENCE, PREP FOR NEW r----------- -- 1 I III � I II i tr-----v-- --------------------------�� �jj p EXISTING FENCE 6SIMPSON %° ° SIDEWALK POSTS REMAI1' STRONG -TIE TITEN SCREW STEEL DECKING A CHORSIAT CENTER OF EACH AY HORIZONTALLY ABOVE (DASHED) EXISTING FLOOR / �j�j���j���j���j���j���j���j� ��/. ��/. K�/. ��/. DRIVE THRU CANOPY FRAMING PLAN 3/4" = 1'-0" EXTERIOR WALL SCONCE -) ( SECTION AT DRIVE THRU WINDOW 4 3/4" = 1'-0" 2" STEEL DECKING w/ STEEL HSS EXTERIOR WALL SCONCE E111 c B cF----D C CL-D EF_n EA] EFTJ 1: REMOVE FENCE, NEW POSTS FOR NEW GATE I I / EXISTING RESTAURANT T 4" ` EXISTING CMU WALL, F.V. EXISTING WALK TO I I REMAIN 00000� I I EXISTING BUILDING (NIC) SPEC FOR NEW WINDOW: COVENANT SECURITY EQUIPMENT MODEL CSE-RA-275-SC (FOIC) 0000�� l 0�00�L ® ALL CASEWORK TO REMAIN -- ==��F L-------------- --- j--� ® ® r— / N REMOVE WORK 1.5"x1.5" HSS I �u N Cl) M TABLES F' �= o 1 RAIL WITH ALL EQUIPMENT TO REMAIN _ BID POWDERCOAT n FL g 4'-8° FINISH ® ----- �I iu �- 5,-4„ - --- ® ogo 000 " coWORKHS (E) 4-8 5-7 MOVE TAPS/ KEG ------- T.O.FPAVING TABLE (E) COOLER TO WALL _ REMOVE PORTION EXTRUDED CONICCURBCURB T.O.FINISHED FLOOR (DASHED) EXISTING PER SITE PLAN, TYP, EXTERIOR WALL PROPOSED EXTERIOR ELEVATION EXISTING AND DEMO FLOOR PLAN 1/4" = 1'-0" 1 1/4" = 1'-0" RADER architecture studio Architect 7680 1 REGISTERED ARCHITECT JONATHAN DONALD RADER STATE OF WASHINGTON U W 3 NO I..L ZD 1 Uj > RESUB L.L.. Feb 10 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z N � �Q m z Q 0 rHn V U) rn z W rn = Q Q O W z_o � � W = z � 0 0 G r 0 N W 2 PERMIT CORRECTIONS SET 02.10.22 10 PERMIT CORRECTIONS SET 11.08.21 PERMIT REVIEW SET 08.30.21 SD PRICING SET 02.18.21 EXISTING, DEMO AND PROPOSED FLOOR PLANS ISSUE 6'-0" 31-811 21- A �} m m 2 6" LIGHTED SIGN BOX BY KA77, NEO LIGHTED SIGN BOX BY OTHERS, F010 OTHERS, F010 PRE FOOD SPECI SP L I Cfl O o IAL o 0 0 Q0�0�oQ 0 0 DRIN SPECI 3l8" TOP PLATE, SP L ❑ 3l8" TOP PLATE, Sp CI L POWDER COAT TO PECI�L POWDER COAT TO MATCH MATCH 2" X 3" x 3/16" HSS POST, 2" X 3" HSS POST, BRACE AND HORIZ. o 0 0 o BRACE AND HORIZ. POWDER COATED, 0 0 1-6 POWDER COATED, DIRECTIONALPAVING ARROW PROVIDE o BLACK PROVIDE BLACK POWER TO Q Q Q Q UNITS `V 3l8" BASE PLATE, POWER TO 3/8" BASE PLATE, POWDER POWDER COAT TO UNITS COAT TO MATCH, WITH (4) MATCH, WITH (4) 5/8" DIA. 5/8" DIA. x 7" LONG ANCHOF _ _ I `� x 7" LONG ANCHOR BOLTS Cl) T, BOLTS \Q 11 \/ I u u I j QQAQQAQQAQQAQQA/ I INTERIOR FADE Q Q Q Q Q OF CMU WALL QQ/Q � � f� If CMU blocks are found: \\QQ----� --� not to be grout filled. �� x� - - _ I 1 _ i E Li 6x4ar rr/ m f ?t21L' `2 i;� 5(.Mp ) FIELD LOCATE AW., Cf 5 IN 6ROUT=D TI I _ �� ---I- / / % / %----� Contact FOR for CELLS. INSTALL ANCHOR PER E59 Cl)"' , I 1 1 I 42 x18 DIA.REINFCONC SECTION VIEW \\��\\\//\\/\\//\\//\\//\\/�\\//\\/�\\�/\\�\ /\% M I I FRONT VIEW REPORT �, S MINIMUM OF 4 BOLTS � �� I 1 � #300T FIRS @(9'� O.C. VERT wl QQQ\Q\/Q\QQQQQAA%VA%V\i\ QQVAQ Q I 1 direction. Provide RFI to ''' inspector. I I 42" x 18" DIA. REINF CONC i n s p ecto r. I I \/VAS /� I I FOOTINGS, (4) #4 VERT w/ IN. 46' I I �/j /Q I I #3 TIERS @ 9" O.C. MAX 4----I- Q 4----1- ?. • O --------------- L COPE LE6, e TYPICAL FIELD VERIFY LOCATE �. - PRE -ORDER &ORDER BOARD S BOLT HOLE IN FIRST '%WO SAVil &RIOVT FILLED CELL W OPEN Ill 3/4" = 1'-011 (4' MINJ46" MAXj 10 MAX INSIDE ELEVATION LINT�EL�DETAIL 11 N.T.S. 2" X 3" HSS POST, BRACE AND HORIZ. STEEL PIN LEVERS WITH PIN POWDER COATED, BLACK EXTERIOR GRADE HINGES PORTS PER PLAN FENCE TO BE 1X CEDAR AND LATCHES, TYP. WITH CLEAR SEALER AND 10'-3" TREATED POSTS, TYP. o ,00 000 Q T-0" 4'-0" 3'-3" 2,-0„ 10 1 /2" DRIVE m TU CD SURFACE MOUNT LETTER ON 10' LED POLE LIGHT PER o SIGN PLATE (F010) SPEC, SEE SITE PLAN \ FOR LOCATION _ CLEARANCE 8'-6" 4" EXTRUDED CONC /2" 8'-0" � 2'-4 1 CURB, EA. SIDE, PIN y o o P TO GROUND AS REQ'D 1.125" X 1.25" x 1 /8" HSS I I DOOR TO BIO-DIESEL I I DOORS TO TRASH AND RECYCLING I I SWING BAR WITH MOUNTS I I I GA DIA FOOTING WITH POST AND CHAIN TO HORIZONTAL I I I I FRONT VIEW I I GALV BASES L J L J L J 50 00 Q A U FENCE TO BE 1X CEDAR Q WITH CLEAR SEALER AND ABOVE o / ; TREATED POSTS, TYP. ' 3/8" BASE PLATE � o Qo�o�oQ o STD SAFETY BOLLARD, 4.5" \ / 20'-0" POWDER COAT TO DIA x 42" FIXED, FILLED MATCH, WITH (4) 5/8" DIA. Q / WITH CONC, WITH 8" BASE \ 14 0" / 6'-0' x 7" LONG ANCHOR BOLTS PLATE PIN PORT FOR — OLD 101, III / OPEN, ALIGN WITH 42 x 18 DIA. REINF CONC a o 0 0 0 0 �_ - _ _ — — — DOOR PINS FOOTINGS, (4) #4 VERT w/ o o PIN PORT FOR HOLD 10" #3 TIERS @ 9" O.C. OPEN, ALIGN WITH DOOR 101 4 44 TREATED EXTRUDED CONIC Q Q Q Q EXTRUDED CONC PINS POST — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — - CURB PER SITE CURB PER SITE I I I I PLAN, TYP. PLAN, TYP. I I I _ _ _ _ _ _ _ ---- — —--------- Q — — I — I I I r STD SAFETY BOLLARD, 4.5" DIA x 42" FIXED, FILLED o I 4 YARD TRASH BIN I 4 YARD RECYCLING BIN QQQQQI I II q WITH CONC, WITH 8" BASE I I BIODIESEL BIN 50X 72WITH LID 50X 72WITH LID WITH LID PLATE C° Q (REPUBLIC SERVICES) (REPUBLIC SERVICES) (PACIFIC) �QQQQQQQQQQQQ Q 1 1 " TA QQQ\//QAQQ/A/ I I I I I SIDE, TRUPDED CONC CURB, EA --�- QA/QA/QA/QA� Q i 1 1 6 AA/QQQQQ �� V \ \ FACE OF EXISTING I I I L — — BOLT POST TO QQQ ------------ WALL, F.V. L---J L — — — — — — — — — — — — — — — J EXISTING WALL, ----I /QQ/QQ/N\�Q _i TYP. " i 1 1 Q\Q\Q\Q\Q\Q QQQQQ\Q\Q\Q\QQ BOLT POST TO BOLT POST TO EXISTING WALL, TYP. QQQ EXISTING WALL, TYP. PLAN VIEW 4----� /QQQ\QQAQ\/ ' -I — --1- L RES U 6 Feb 10 2022 CITY OF EDMONDS DRIVE T H R U HEIGHT BAR TRASH ENCLOSURE DEVELOPMENT SERVICES DEPARTMENT 5 3/4" = 1'-0" 1 1/2" = 1'-0" RADER architecture studio Architect 7680 REGISTERED ARCHITECT • JONATHAN DONALD RADER STATE OF WASHINGTON U W 3 0/ 1..1� w 0 Z c� Q 00 m z O V) z_ W rn = Q 0 W V V) L1J = z � oOl O CV W 2 PERMIT CORRECTIONS SET 02.10.22 0 PERMIT CORRECTIONS SET 11.08.21 PERMIT REVIEW SET 08.30.21 SD PRICING SET 02.18.21 TRASH ENCL, DRIVE THRU HT BAR AND ORDER BOARDS ISSUE