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HomeMy WebLinkAbout20260130_PLN1400_BSP - MARKUPS MEDALLION INN AND SUITES VICINITY MAP BINDING SITE PLAN � 169TH ST NE 1'5 SITE DECLARATION - COVENANTS, CONDITIONS AND RESTRICTIONS (CITY OF ARLINGTON PFN. PJ25-0141 168TH ST NE THIS BINDING SITE PLAN AND ANY DEDICATIONS THERETO IS MADE WITH THE FREE CONSENT AND IN ACKNOWLEDGEMENT Lo ACCORDANCE WITH THE DESIRES OF THE SAID OWNERS, SUBJECT TO THE FOLLOWING CONDITIONS, COVENANTS, RESTRICTIONS m AND EASEMENTS AND REQUIREMENTS. STATE OF SS. JOHNSON TRACTS RD � 1. SITE DEVELOPMENT:ALL DEVELOPMENT AND USE OF THE LAND DESCRIBED HEREIN SHALL BE IN ACCORDANCE WITH THIS ) Z BINDING SITE PLAN,AS IT MAY LAWFULLY BE AMENDED WITH THE APPROVAL OF THE CITY OF ARLINGTON,AND IN ACCORDANCE COUNTY OF 0 165TH PL NE WITH SUCH OTHER GOVERNMENTAL PERMITS,APPROVALS, REGULATIONS, REQUIREMENTS,AND RESTRICTIONS THAT MAY BE IMPOSED UPON THE LAND AND THE DEVELOPMENT AND THE USE THEREOF.ALL DEVELOPMENT THAT OCCURS RELATED TO I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JAE EUN SO & Y THIS BINDING SITE PLAN SHALL SHARE COMMON ARCHITECTURAL DESIGN ELEMENTS ENSURING THAT THERE IS COMMONALITY JUM SOOK SO ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED O BETWEEN ALL BUILDINGS, REGARDLESS OF THE TIME SPAN FOR COMPLETE BUILDOUT OF THE PROJECT TO OCCUR. THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY U) ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 2. MIXED USE OVERLAY:THIS BINDING SITE PLAN MUST INCORPORATE COMMERCIAL/RE ND CERTAIN FGISSBERG=TWINLAKES MANUFACTURING USES ON THE LOTS/PARCELS WHICH FRONT VIDE FOR RESIDENTIAL DEVELOPMENT AT A ATED THIS DAY OF 202_. DENSITY OF, 15 DU AC. MINIMUM LOTS/PARCELS OF THE PROPERTY AS DESCRIBED HEREIN.ALL DEVELOPMENT SH CITY OF ARLINGTON MIXED USE DEVELOPMENT REGULATIONS. ENSEES,TENANTS, SIGNATURE: APPROVALS�+ 3. C MMON ACCESS AND PARKING AREA: DECLARANT, ITS SUCCESSORS,ASSIGNS, BUSINESS INVITEES, LIC AND THEIR GUESTS SHALL HAVE COMMON ACCESS AND USE FOR INGRESS AND EGRESS PURPOSES OVER AND ACROSS ALL (PRINT NAME) ROADWAYS, PARKING AREAS,AND WALKWAYS, BOTH AS SHOWN ON THIS SITE PLAN AND AS CONSTRUCTED ON THE LAND.THE COUNTY TREASURER'S CERTIFICATE OWNERS OF THE LAND SHALL MAINTAIN AND KEEP IN GOOD REPAIR THE ROADWAYS, FIRE LANES, PARKING AREAS AND WALKWAYS NOTARY PUBLIC IN AND FOR THE SITUATED ON SAID LAND AND SHALL KEEP SUCH ROADWAYS, FIRE LANES, PARKING AREAS AND WALKWAYS FREE OF SNOW, ICE, I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST RUBBISH AND OBSTRUCTIONS OF EVERY NATURE AND SHALL PROVIDE AND MAINTAIN,AS REQUIRED BY THE CITY OF ARLINGTON, STATE OF ANY DRAINAGE FACILITIES LOCATED ON THE SUBJECT PROPERTY. RESIDING AT Revise to reflect Land Surveyor's THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE BOOKS AND RECORDS OF MY 4. GOVERNMENT EASEMENT:ANY GOVERNMENTAL ENTITY HAVING JURISDICTION OF THE LAND AND THE IMPROVEMENTS MY APPOINTMENT EXPIRES: OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING TAXES. THERETO,AND ANY PUBLIC OR PRIVATE ENTITY PROVIDING UTILITY SERVICE THERETO, SHALL HAVE A NON -EXCLUSIVE EASEMENT Certificate & Acknowledgement, FOR INGRESS AND EGRESS OVER AND ACROSS SAID LAND FOR THE PURPOSES OF INSPECTION, MAINTENANCE,AND REPAIR OF LAND SURVEYORS CERTIFICATE AMC 20.16.445 (5) TAX ID(S) OF EXISTING PARCELS BEING HEREIN SUBDIVIDED: 31052900101700. SUCH UTILITY SERVICES. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN 5. MULTI-PURPOSE MAINTENANCE: EXCEPT AS OTHERWISE PROVIDED BY LAW,AND EXCEPT TO THE EXTENT MAINTENANCE IS CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE PERFORMED BY A PUBLIC OR PRIVATE ENTITY PROVIDING UTILITY SERVICE,ALL PRESENT AND FUTURE OWNERS OF THE LAND REQUEST OF CMJ66 CORPORATION LLC, ON THE DATE OF THE SIGNATURE BELOW TREASURER, SNOHOMISH COUNTY SHALL MAINTAIN AND REPAIR ALL ROADWAYS, PARKING AREAS, UTILITIES AND DRAINAGE FACILITIES AND OTHER COMMON SITE FEATURES AND AREAS. SURVEYOR'S CERTIFICATE AND ARLINGTON MUNICIPAL CODE 20.16.425 (d) ( ) (5).4 AND 20.16.445 6. BINDING EFFECT: THIS BINDING SITE PLAN (AND THE FOREGOING COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS) I HEREBY CERTIFY THAT THIS BINDING SITE PLAN FOR MEDALLION IN AND SUITES Is BASED BY: UPON AN ACTUAL SURVEY OF THE PROPERTY HEREIN DESCRIBED; THAT THE COURSES SHALL CONSTITUTE COVENANTS THAT RUN WITH THE LAND AS PROVIDED BY LAW AND SHALL BE BINDING UPON ALL PARTIES AND DEPUTY COUNTY TREASURER ALL PERSONS WHO ARE OR SHALL BECOME THE OWNER OF, OR OTHERWISE HAVE AN INTEREST IN THE LAND DESCRIBED HEREIN. AND DISTANCES ARE SHOWN CORRECTLY; THAT THE MONUMENTS HAVE BEEN SET AND THE PERSONAL OBLIGATIONS OF DECLARANT HEREUNDER SHALL TERMINATE AT SUCH TIME AS DECLARANT TRANSFERS ITS THE LOT CORNERS HAVE BEEN STAKED CORRECTLY ON THE GROUND; THAT THIS IS A Certificate of Subdivision Approval INTEREST IN THE LAND, PROVIDED THAT THE THEN OWNERS OF THE LAND SHALL CONTINUE TO BE OBLIGATED HEREUNDER AS TRUE AND CORRECT REPRESENTATION OF THE LANDS ACTUALLY SURVEYED AND THAT I ( ITV /1G AR�AIrT/1A1 /`�1MM1 IAIITV ANDt`/`f1N(1M1(' r1t`\/�I f1DMFAIT APPLICABLE. HAVE FULLY COMPLIED WITH THE PROVISION OF THE STATUTES AND PLATTING REGULATIONS AND THAT THAT INFORMATION REQUIRED BY THE WASHINGTON UNIFORM 7. ALL UNDEVELOPED LOTS, PARCELS AND TRACTS SHALL BE GRADED, SEEDED AND LAWNS NG WITH THE COMMON INTEREST OWNERSHIP ACT(RCW 64.90) IS SUPPLIED HEREIN;AND THAT I HEREBY CERTIFY THAT THE CITY OF ARLINGTON HEREBY DETERMINES THAT THIS INSTALLATION O&ALL, R�EQUIR�ED, PER�IMETER�LAND�SCAPIN�GWITH�INTW OF ANY DEVELOPMENT ACTIVITY BEING HORIZONTAL AND VERTICAL BOUNDARIES OF THE UNITS, (1)THE THE EXTENT DETERMINED BINDING SITE PLAN CONFORMS TO THE ARLINGTON MUNICIPAL CODE GOVERNING FINALIZED, UNLE ISTS FOR SUCH LOT{S).ALL LAWN AND LANDSCAPING SHALL BY THE WALLS, FLOORS, OR CEILINGS THEREOF, OR OTHER PHYSICAL MONUMENTS, ARE BINDING SITE PLANS AND THE CITY OF ARLINGTON ZONING REQUIREMENTS, AND IS BE MAINTAINED NBER ACCEPTABLE SECURITY IS IN PLACE TO ENSURE THAT UBSTANTIALLY COMPLETED IN ACCORDANCE WITH SAID MAP, OR(2)TO THE EXTENT HEREBY APPROVED. NOTE: THE CITY OF ARLINGTON DOES NOT IN ANY WAY WARRANT INTENANCE IS PRO ID D. SUCH BOUNDARIES ARE NOT DEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE OR GUARANTEE THE ACCURACY OF THIS SUBDIVISION INFORMATION. SHOWN ON THIS MAP. 8. THE OWNER RELEASES, INDEMNIFIES AND HOLDS THE CITY OF ARLINGTON HARMLESS FROM ANY AND ALL CLAIMS FOR APPROVED BY ME THIS DAY OF , 202 . DAMAGES, LIABILITIES OR INJUNCTIVE RELIEF OF WHATEVER NATURE ARISING FROM THE DESIGN, CONSTRUCTION, OPERATION, DATED: MAINTENANCE AND DOWNSTREAM IMPACTS CAUSED BY OR ATTRIBUTABLE TO THE STORM WATER SYSTEM ONSITE. W�wWASIs Revise to reflect Certificate of S o ti Subdivision Approval, AMC 9. ALL LOTS ARE HEREBY SUBJECT TO THE EASEMENT AND COVENANTS,AS DESCRIBED ON SHEET 6, HEREIN. SAID EASEMENTS 20.16.445 (1) 0 � r Z JOE W. WILLIS, JR. b o� COMMUNITY AND ECONOMIC DEVELOPMENT, DIRECTOR IN WITNESS WHEREOF,WE SET OUR HANDS AND SEALS THIS DAY OF 202 , PROFESSIONAL LAND SURVEYOR f CERTIFICATE NO. 50711 50711 Revise to reflect Owners STATE OF WASHINGTON ALSLAl`� AUDITOR'S CERTIFICATE ) Certification, AMC 20.16.445 (4) )SS. JAE EUN SO COUNTY OF SNOHOMISH ) FILED FOR RECORD AT THE REQUEST OF JOE W. WILLIS, JR. ON THIS OF 202_, BEFORE ME, JOE W. WILLIS, JR., PERSONALLY APPEARED THIS DAY OF , 20_, AT MINUTES PAST_ _M, AND RECORDED IN & PROVED TO ME TO BE THE INDIVIDUAL DESCRIBED IN AND WHO EXECUTED THE FORGOING VOL. OF SHORT PLATS, PAGE(S) INSTRUMENT, AND ACKNOWLEDGED THAT HE SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. AFN RECORDS OF SNOHOMISH COUNTY, WASHINGTON. JUM SOCK SO DATED: LEGAL DESCRIPTION SIGNATURE: LOT 2, SHORT PLAT NO SP213 (8-75) RECORDED UNDER RECORDING PRINTED NAME: KENDALL WILLIS AUDITOR, SNOHOMISH COUNTY Provide legals for each lot NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON NUMBER 2405159, BEING A PORTION OF THE NORTHEAST QUARTER OF and dedication for proposed RESIDING AT: EVERETT, WA BY: SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., RECORDS OF BSP MY COMMISSION EXPIRES: 8/23/2029 DEPUTY COUNTY AUDITOR SNOHOMISH COUNTY, WASHINGTON. DRAWING INDEX SITUATE IN THE COUNTY OF SNOHOMISH, STATE of WASHINGTON. Add Endorsement: Certificate of # DESCRIPTION (PER TICOR TITLE COMPANY'S COMMITMENT NO. 70205697) Approval of Public Improvements, 1 BINDING SITE PLAN - COVER SHEET AMC 20.16.445 (2) 2 SURVEY INFO, TITLE MATTERS REFERENCES 3 BOUNDARY DETAIL (SP) SHORT PLAT SP213 (8-75), AF#2405159 4 EX SITE CONDITIONS, EASEMENTS & UTILITIES 5 BINDING SITE PLAN MAP & PARKING LAYOUT (R1) SHORT PLAT SP 67 (3-84), AF#8505295036 6 EASEMENT AGREEMENT& BSP INFO (R2) ARLINGTON BLA PLN 20120022, AF#201210225002 7 PROPOSED EASEMENTS & COVENANTS MAP (R4) ARLINGTON SP 00-019-SP, AF#200009065003 ALL RECORDS OF SNOHOMISH COUNTY, WA. MEDALLION INN AND SUITES ALL Land SurvEying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. (WSDDOT) SR5 QUILCEDA CREEK TO PORTAGE CREEK, LY �� BINDING SITE PLAN Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON APPROVED SEPT. 7TH, 1966, REVISED 10-29-1999. ARLINGTON PFN. PJ25-0141 1901 Vernon Rd CMJ66 CORP Lake Stevens, WA98258 COVER SHEET 16710 SMOKEY POINT BLVD one (360) 568-4031 Email: info@AIILandSurveying.com �i '1O ARLINGTON, WA 98223 DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET INIG TPN. 31052900101700 JAW/KAW 8-06-2025 24018 JWW 1 OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN PJ25-0141 (CITY OF ARLINGTON PFN. ) HORIZONTAL DATUM TITLE NOTES WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NOTES PROVIDED BELOW REFERENCE TICOR TITLE COMPANY'S TITLE ORDER 70205697, BEARING A COMMITMENT DATE OF JUNE,6 2023.NO FURTHER EX. LEGEND NAD83-2011, EPOCH 2O18 COORDINATES. SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED.(SEE SHEET 4 FOR PLOTTABLE EASEMENTS) (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) THE FOLLOWING NOTES PERTAIN TO"SCHEDULE B-"SPECIAL EXCEPTIONS",AS DISCLOSED WITHIN SAID REPORT. BASIS OF BEARINGS S FOUND CONCRETE MONUMENT IN CASE ►� .o. / HELD A BEARING NORTH 01°07'24" EAST BETWEEN EAST QUARTER 1. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: FOUND SECTION CORNER 1/4 CORNER CALC'D SECTION CORNER / 1/4 CORNER CORNER &THE NORTHEAST SECTION CORNER OF SECTION 29, TOWNSHIP GRANTED TO: PU CT SOUND POWER&LIGHT COMPANY • FOUND 1/2" REBAR/CAP OR AS NOTED PURPOSE: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM M 31 NORTH, RANGE 5 EAST, W.M. RECORDING DATE:DECEMBER 24, 1940 MEASURED DIMENSION C) CALCULATED DIMENSION RECORDING NO.:689473 SUBJECT TO SINGLE LINE OF POLES EASEMENT POTENTIALLY RELINQUISHED BY REC#1958367 (p)(R#) CALCULATED DIMENSION PER REFERENCE REFERENCES 2. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS,LIGHT,VIEW AND AIR,AND ALL RIGHTS OF C LIGHT POLE/DOUBLE LIGHT POLE (SP) SHORT PLAT SP213 (8-75), AF#2405159 INGRESS, EGRESS AND REGRESS TO, FROM AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON 0 POWER METER PM POLE UP (R1) SHORT PLAT SP 67 (3-84), AF#8505295036 LANDS CONVEYED BY DEED: -- GUYITY ANCHOR GA (R2) ARLINGTON BLA PLN 20120022, AF#201210225002 TO: STATE OF WASHINGTON ® JUNCTION BOX (AS NOTED) EJB (R4) ARLINGTON SP 00-019-SP, AF#200009065003 DATED: MARCH 13, 1956 21 PAD MOUNTED TRANSFORMER XMFR ALL RECORDS OF SNOHOMISH COUNTY, WA. RECORDING DATE:MARCH 26, 1956 © POWER VAULT RECORDING NO.: 1184775 SUBJECT TO THE RELINQUISHMENT OF ACCESS TO THE STATE HIGHWAY, LIGHT,VIEW,AIR REC#1958367 TELE/COMM. RISER TR (WSDDOT) SR5 QUILCEDA CREEK TO PORTAGE CREEK, APPROVED SEPT. 3. RELEASE AND WAIVER OF INTEREST AND THE TERMS AND CONDITIONS THEREOF: ® TYPE#1 CATCH BASIN VANED GRATE (CB) 7TH, 1966, REVISED 10-29-1999. RECORDING DATE:SEPTEMBER 31, 1957 o STORMWATER QUALITY FACILITY (DUAL CHAMBER OIL/WTR SEP.) RECORDING NO.: 1254775 SUBJECT TO THE RELINQUISHMENT OF ACCESS TO THE STATE HIGHWAY,LIGHT,VIEW,AIR REC#1958367. SD STORM MANHOLE TYPE#2 (SDMH) Co STORM CLEANOUT SDCO NOTES 4. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS FOR ACCESS,LIGHT,VIEW AND AIR,AND ALL RIGHTS OF O SANITARY SEWER MANHOLE (SSMH) 1. INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA SX ROBOTIC TOTAL INGRESS, EGRESS AND REGRESS TO,FROM AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON co SWR. CLEANOUT SSCO STATION&CARLSON BRx7 GPS UNIT. LANDS CONVEYED BY DEED: 0 GAS METER TO: STATE OF WASHINGTON GAS VALVE 2. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE DATED: MARCH 18, 1967 Da WATER VALVE (WV) FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEMS (GPS)UTILIZING RECORDING DATE:MAY 22, 1967 ,FDC FIRE HYDRANT(FH) / CONNECTION(FDC) REAL-TIME KINEMATIC(GPS)SOLUTIONS, DERIVED FROM THE WASHINGTON RECORDING NO.: 1958367 RELINQUISHMENT OF ACCESS TO THE STATE HIGHWAY,LIGHT,VIEW,AIR REC#1958367. 1B WATER METER WM STATE REFERENCE NETWORK(WSRN). MONUMENT POSITIONS THAT WERE NOT D IRRIGATION CONTROL VALVE ICV DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO 5. COVENANTS,CONDITIONS,RESTRICTIONS,RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, ENCROACHMENTS, JZ O SIGN POST / SIGN SIZE VARIES CONTROL POINTS UTILIZING A SPECTRA FOCUS 35 TOTAL STATION FOR THE DEDICATIONS,BUILDING SETBACK LINES,NOTES,STATEMENTS,AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR ( ) MEASUREMENT OF BOTH ANGLES AND DISTANCES.ALL (GPS)MEASUREMENTS RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE,COLOR, RELIGION,SEX,SEXUAL ORIENTATION, ® FLAG POLE / ADA PARKING SIGN HAVE A BEEN CONVERTED TO GROUND DISTANCES.THIS SURVEY MEETS OR MAILBOX (MB) EXCEEDS STANDARDS SET BY WAC 332-130-060/080/090. FAMILIAL STATUS, MARITAL STATUS,DISABILITY, HANDICAP,NATIONAL ORIGIN,ANCESTRY,OR SOURCE OF INCOME,AS SET FORTH IN $ VERTICAL BENCHMARK APPLICABLE STATE OR FEDERAL LAWS,EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE CONCRETE CURB 3. THIS MAP REPRESENTS A JOB PERFORMED BY ME OR MY CONSTITUENTS AND LAW,AS SET FORTH ON SHORT PLAT NO.SP 213(8-75): GRAVEL CAN ONLY BE CONSIDERED AS REPRESENTATIVE OF THE SITE AT THE TIME OF RECORDING NO:2405159 SUBJECT TO RESERVATIONS SET FORTH IN SHORT PLAT 213(8-75),BLANKET IN NATURE,NOT PLOTTED. ��� MY SURVEY; FEBRUARY,2024.ALL MONUMENTS/MARKERS SHOWN HEREON EDGE OF ASPHALT WERE VISITED DURING THE COURSE OF MY SURVEY, UNLESS OTHERWISE FOUNDATION LINE NOTED. 6. ANNEXATION COVENANT AND POWER OF ATTORNEY AND THE TERMS AND CONDITIONS THEREOF: WALL AS NOTED RECORDING DATE:OCTOBER 9, 1989 x x CHAINLINK FENCE 4. THIS SURVEY WAS PERFORMED WITH THE BENEFIT A COMMITMENT FOR RECORDING NO.:8910090177 COVENANT REGARDING CONNECTION OF WATER&SEWER TO CITY OF MARYSVILLE UTILITIES&INTENT OF FUTURE OHP TITLE INSURANCE/SUBDIVISION GUARANTEE PROVIDED BY TICOR TITLE ANNEXATION TO THE CITY OF MARYSVILLE, NOT PLOTTED OVERHEAD PWR. LINE . COMPANY, UNDER COMMITMENT#70205697. NO ADDITIONAL SEARCH BEYOND ----------- STORM LINE THE CONTENTS CONTAINED THEREIN HAS BEEN MADE BY ALL LAND SURVEYING. 7. DECLARATION OF EASEMENTS AND ROAD MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: ——— S — SEWER MAIN LINE EASEMENTS OF RECORD CONTAINED THEREIN HAVE BEEN SHOWN HEREIN. RECORDING DATE:APRIL 17, 1997 BOUNDARY LINE 5. UTILITIES SHOWN HEREON REPRESENT A CURSORY FIELD SURVEY OF ABOVE RECORDING NO.:9704170106 60'WIDE ACCESS EASEMENT,WITH MAINTENANCE CONDITIONS, PLOTTED HEREON. CA CENTERLINE GROUND OBSERVABLE FEATURES ONLY. SUPPLEMENTAL RESEARCH IN TO 8. RESTRICTIVE COVENANT/EQUITABLE SERVITUDE FOR MAINTENANCE OF DRAINAGE FACILITIES AND THE TERMS AND CONDITIONS THEREOF: RIGHT OF WAY UNDERGROUND UTILITIES WAS NOT PERFORMED AS PART OF THIS SURVEY. NO RECORDING DATE:OCTOBER 21, 1997 GUARANTEE IS MADE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH ADJOINER LINE UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. UTILITY LINES RECORDING NO.:9710210438 MAINTENANCE COVENANT FOR DRAINAGE FACILITIES,BLANKET IN NATURE, NOT PLOTTED. EASEMENT LINE AS NOTED SHOWN HEREON ARE DRAWN FROM CENTER OF RIM TO CENTER OF RIM & 9. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: ^� CONIFEROUS TREE / TWIN / CLUSTER II OFFSITE SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. GRANTED TO: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY AND GTE NORTHWEST INCORPORATED 6. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED BY THIS DRAWING. PURPOSE: ELECTRIC DISTRIBUTION LINE FACILITIES 0 (D DECIDUOUS TREE / TWIN / CLUSTER II OFFSITE THIS DRAWING PORTRAYS DEEDED LOCATION OF THE PROPERTY LINES ONLY. RECORDING DATE:JUNE 11, 1999 REFUSE AREA/TRASH ENCLOSURE DURING THE COURSE OF OUR SURVEY EVIDENCE OF OCCUPATION OF LAND RECORDING NO.: 199906110360 10'WIDE ELECTRICAL EASEMENT LYING 5'ON BOTH SIDES OF AS CONSTRUCTED POWER LINES,INSUFFICIENT WAS FOUND THAT MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES AS INFO TO PLOT,APPROXIMATE LINES PLOTTED. SHOWN ON THIS DRAWING. 10. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: 7. CONTOURS SHOWN HEREON ARE AT A 2-FOOT INTERVAL,AND SO THEIR GRANTED TO: CITY OF MARYSVILLE RELATIVE ACCURACY IS±1 FOOT. PURPOSE: WATER LINES LEGAL DESCRIPTION RECORDING DATE:OCTOBER 21, 1999 RECORDING NO.: 1 9991 021 0445 WATERLINE EASEMENT TO THE CITY OF MARYSVILLE, PLOTTED HEREON. LOT 2, SHORT PLAT NO SP213 (8-75) RECORDED UNDER RECORDING 11. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: NUMBER 2405159, BEING A PORTION OF THE NORTHEAST QUARTER OF GRANTED TO: CITY OF MARYSVILLE SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., RECORDS OF PURPOSE: SANITARY SEWER LINES SNOHOMISH COUNTY, WASHINGTON. RECORDING DATE:OCTOBER 21, 1999 RECORDING NO.: 199910210448 30'WIDE SEWER EASEMENT, PLOTTED HEREON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. 12. MDU SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: (PER TICOR TITLE COMPANY'S COMMITMENT NO. 70205697) EXECUTED BY: TCI CABLEVISION OF WASHINGTON, INC.AND SMOKEY PT. PROPERTIES LLC VERTICAL DATUM - NAVD88 RECORDING DATE:AUGUST 18,2000 RECORDING NO.:200008180727 RIGHT TO INSTALL MAINTAIN&UPGRADE COAXIAL AND OR FIBER OPTIC LINES, BLANKET IN NATURE,NOT PLOTTED. GPS PRIMARY VERTICAL CONTROL WAS ESTABLISHED USING THE ELLIPSOIDAL 13. EASEMENT(S)FOR THE PURPOSE(S)SHOWN BELOW AND RIGHTS INCIDENTAL THERETO,AS GRANTED IN A DOCUMENT: HEIGHTS DERIVED BY GPS MEASUREMENTS AND CONVERTING THEM TO ORTHOMETRIC ELEVATIONS USING GEOID 2018 CONVERSION. (NAVD 88) GRANTED TO:PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY AND VERIZON NORTHWEST INC. PURPOSE:ELECTRIC DISTRIBUTION LINE FACILITIES SITE BENCHMARK: SET REBAR W/PINK CAP"ALS CONTROL" IN WEST END OF SE RECORDING DATE:OCTOBER 19,2004 PLANTER ISLAND,AS SHOWN ON MAP. ELEV.= 123.26(NAVD 88) RECORDING NO.:200410190689 ELECTRIC DISTRIBUTION LINE EASEMENT,PLOTTED HEREON. AUDITOR'S FILE NO. TOPOGRAPHIC SURVEY ALL Land Su rvEy i ng, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. OFWWASIS'J FOR Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 1901 Vernon Rd CMJ66 CORP T Z Lake Stevens, WA 98258 SURVEY INFORMATION o 50711 N 16710 SMOKEY POINT BLVD Phone (360) 568-4031 Email:in foQAllLandSurveying.com FC/STERF� AL LAB co ARLINGTON, WA 98223 DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET 2 TPN. 31052900101700 JAW/KAW 3-8-2024 24018 JWW OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN (CITY OF ARLINGTON PFN. PJ25-0141 N1/4 SEC 29 FND MON IN CSE.3" WSDOT HIGHWAY — — — — — — — — — — — — — — — —20 21 BRASS DISK W/PUN. STATIONING N88°51'23"E 2648.28'(M/R2) 29 428 DWN.-2.4' 413+63.72 — . . — . . — . . — . . — . . — . . — . . — . . — . / 1 20.E _ _ _ _ — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . . — . 1324.14' NE1/4 SEC 29 -c� 106.11' �' '� FND MON IN CSE.2" 29 1218.03' (WSDOT/H) I BRASS DISK W/PUN. DWN.-0.4 I I I I I I ALTO oR� I c�OO� "i SOON g9 �9QC�° S NAROWARE 30�� I � pp d��° Low ES pC��9 ��9 PARCEL B, ARLINGTON BLA# i I Sogs° ��(, q0" ° PLN 201 2002, AF#20 1 2 1 0225002 I 71pm. OOP o�o 0000 0�00 00 z z PARCEL A, ARLINGTON BLA# J J PLN 201 2002, AF#20 1 2 10225002 HELD WEST () (� BOUNDARY LINE PER(SP) WSDOT RIGHT OF WAY < < N88051'23"E 896.27' ————— _ _ _ -_ N88°51'23"E 234.77' -_� I FALLS(W)OF BNDRY. —————— B ——— - � N88°51'23"E 194.74' 4 A43 I — . . — . . — . . — . ( y I - I 6� ----- ------L--------------- -------------- I Sp I I �oT 2' Q0 C I WSDOT E I I TPN. 31052900101700 I sot°1a'22"E 70.42' I R/W 140.0' I LOT AREAS' i I I I LOT 2, BLA ±226,116 SQFT i it 95- 102589 II 10oN w I I = II Nl 01°18'2J2�"rwt5.19 ACRES 9.25 — IN88°41'38"EI;i(35 z- oo 9 ----------- N BLA wNN8841'38"E o.so' q 1 � L I LOT% 02589— w t � a I 'r Q I -01 9 a CDN w 84) I04 °° z p p I V I V 0 1 6 a I T SP L CD N88051'23"E 204.75'— — — I 660.00' _ _ _ - - - - - - - - - - - — — I — — — S01°07'24"W FND REBAR&LS CAP I — I� — — — — — — — — — — — — — — — — — — — — — — — — —3"3= 0_02'�\I "LS 14490" — — — — I S20°12'50"E,0.96'FROM —.———,——————,——,——,——x——x —.— S88°51'23"W CALC'D COR. i I S88051'23"W 1071.92' FND REBAR&LS CAP TBM 1: "LS 12716" I "ALS CONTROL REBAR" LOT 2, 5P #00-01 9-5P, ELEV.=123.26' I AF# 20009OG5003 LOT 1 , 5P #00-01 9-51' , I I I -024 RE AID AF# 200090G5003 ,sRDJEEP cNR Ys I C. I I NA DNA I cIER wESGE I -023 R E Z� 51U I � I I FND MON IN CSE.1-1/2" BRASS DISK W/PUN. DWN.-0.50' 29 I 28 N=420627.73 1 / E=1310940.73 ' AUDITOR'S FILE NO. TOPOGRAPHIC SURVEY ALL Land SurvEying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. OFWWASIs� FOR w GI STERrofessional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 75 37.5 0 75 150 1901 Vernon Rd - r Z o CMJ66 CORP Lake Stevens, WA 98258 BOUNDARY DETAIL 1 - 75 � � � 'IT5S �� 16710 SMOKEY POINT BLVD Phone (360) 568-4031 Email:info©AIILandSurveying.com s1 AL LAB c, ARLINGTON, WA 98223 DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET 3 TPN. 31052900101700 JAW/KAW 3-8-2024 24018 JWW 1"=75' OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN PARCEL B, ARLINGTON BLA# 2600001002 PLN 20 12002, �p`�° 00�0 CITY OF ARLINGTON PFN.PJ25-o141 AF#2o 1 2 10225002 W W PARCEL A, ARLINGTON BLA# ( M. a $ 0 0 0 0����� �SUBJECTTO 10'WIDE ELEC. TELE RISERx2 Z Z PLN 2012002, �p�° 00���0000 ESM'T TO SNO.CO. PUD XMFR I I ASPHALT AF#20 1 2 10225002 ASPHALT AF#199906110360 CHAIN LINK FENCE ASPHALT I I ASPHALT _ = SUBJECT TO 10'WIDE ELEC. 6"CONC 2.6'(N)OF ILU U ESM'T TO SNO.CO.PUD .CURB(TYP) co co 6"CONC. CURB(TYP) HQ Q AF#199906110360 APPRX.2"MPE IP PWR VLT 4.6'SQ. ll- - CO _ — — _ — — -------- � I f' (107007296-1999) KEYSTONE WALL — ———— , �-9-- * _ _ I N. BLD GV P P p PP PP PPS--P P ..�Pp P `C P�C GV a ` \ S)�FS ' x—x—x x—x GATE P P --p— --p—_— D _--p P P P P P T P —� t— ^ _� p P ASPHALT 84) GM EAVES(TYP.) - GM __---_____ EAVES(TYP.) _o P P R iF APPRX.2"MPE IP 67 /3 I CONC. \ ° I PPRX. \�-5 _1_STORY- ---------J------- - ------------- I GM I o_ 1 � (107007296-1999)OT 2 SP P P P - U.G.e�Rcn � — FFE:124.27 1 STORY I MANHOLE I I FH APPRX LI.G i L FFE:124.40 I x4 BOLLARD(TYP.) I PWR TPN. 31052900101700 ; I 1 m LOT 2, BLA LOT AREAS.' COMMERCIAL BLD. #16710 i PM x3 D 95- 1 02589 CONC. ° I 4 STORY OVERALL FOOTPRINT: I I I 1 ,- WOOD WALKWAY f226,116 SQFT ±41,789 SQFT I 4 STORY i� o�— — I (HOTEL) I (OFFICE) 10 i i 5.0' ELECTRIC DISTR. I ~ I f5.19 ACRES FFE:124.39 I FFE:124.36 IU I F,—- BALCONY(TYP.) ESM'T REC �� #200410190689 I - i I M I�----B .- --- . I I o CONC.OND FFE:124.37 o � i QpQI �]y T LOT I BLA WATER ES PONDII KOI 95- 102589 CONC. 199910210455 o I 1 STORY \ POND I11 orb — q\EJB --------------- s I Q 1 STORY COLUMN(TYP.) _ J ' 140 I ° I I 40.0'R W LANE DIVIDER o�e� o o ELEC.DISTR. ESM'T 4 ,I CONC. i °� i i REC#200410190689 67 �3,8 ) LINES y ° ISLANd` , MAILBOX i b o' I ' - LOT SP I �e CONC. ° II ZCONC. ASPHALT ASPHALT m o le a o WMx2 mr ALLAll' —p--I--D----D----D I WM I VIA i i .HYD. — — `s — — — — — — — _ — — — __ - -- ---- - - - -CO — — — — — — fi - --- - - -D- -- 30'I S -5----�----5----5 sI - -510.0'WATER ESMT i 5----�----s�G-S-- c �_-i-i G s-2„MPEIP G FH _G G G c—�„ i 1 WEST END OF 30'SEWER i �- i ASPHALT E PWR VLT 2.8'SQ. ; TYP 1 I ;�� — — - REC#199910210455 — - — ESMT REC#199910210488 n.I� ------ CONC. —_—_ - - J — _ - -w--- w--- 10.0'AF#199910210455 —w-- I 40'I -w ----w----------------- I I ASPHALT i i ASPHALT S\o ii ASPHALT OHP LOT 2 5P #00-01 9-5P ASPHALT G� MB 1 �� I S oH a -024 P G G G G G G G G G G G G G G G G G G G G —�R G G G G G AF# 200090G5003 GQQ' G c c S WM APPRX.1-1/4"GAS LINE z I < SLIDE_GATE ,—,—x— —x � 60.0' TBM 1: FND REBAR&LS CAP O I I Q U -- i FH ACCESS, UTILITY ESM'T "ALS CONTROL REBAR" "LS 12716" �, I 0 &ROAD MAINTENANCE �� ELEV.=123.26' W W AGREEMENT REC#9704170106 /� 50' Q Z Z s �R� LOT 1 , 5P #00-01 9-5 P, R 's DODGE Ps R w I I l a AF# 20009OG5003U U cNYSLER �� I aIQ El -023 I -020 — x�--Dx—r—D—x—xD=x—xD==xDx—x— I I TR OT `1zFg'j CONEX WSDOT i i XFMR 8'x20' i FND MON IN CSE.1-1/2" R/W 140.0' I I CONC. BRASS DISK W/PUN. DWN.-0.50' 29 I 28 �Q� I N=420627.73 In FLAGPOLE I li ' E=1310940.73 (TYP.) o o a'. 9 o d 10 10.0'WATER E V] 04 I i REC#1999102 w ,x C ;� a - 09 ell CONC. I N p II D --- in I o �I Z cp 1.3'WIDE ROCKERY I r I I CONC. PLAZA SIGN "MEDALLION HOTEL" I PWR. MTR., RISER&PEDESTAL LOCATED UNDER SIGN I 10.0'WATER ESMT FND REBAR&LS CAP I AF#199910210455 "LS 14490" S20°12'50"E,0.96'FROM — — — — — CALC'D COR. --w—- -w— I —— RAIL—x—x— —x- NAL NATIG ASPHALT I -� AUDITOR'S FILE NO. TOPOGRAPHIC SURVEY ALL Land Su rvEy i ng, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. WILLIs FOR Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON ,3 OF WAS J 50 25 0 50 100 -N 1901 Vernon Rd Z LO CMJ66 CORP Lake Stevens, WA 98258 EX. SITE, EASEMENT & UTILITY 1" = 50' o � �711 0 04 16710 SMOKEY POINT BLVD ( > y g FC/STERN Phone 360 568-4031 Email:info©AIILandSurve In com AL o ARLINGTON, WA 98223 DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET 4 TPN. 31052900101700 JAW/KAW 3-8-2024 24018 JWNI 1"=50' OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN PARCEL PLN 2012002 2002, BLA# �p�° OO�o��0000�00� l AF#201210225002 PARCEL A, ARLINGTON BLA# (CITY OF ARLINGTON PFN. PJ25-0141 — — — — Lu z PLN 20 12002, �p[�° 0000402800000 001000000 J J AF#20 1 2 10225002 XMFR CHAIN LINK FENCE _ = 2.6'(N)OF R H N88°51'23"E 234.77' Q Q N88°51'23"E 896.27' —————— ——— — — — — — — — ----- ———— KEYSTONE WALL —— N.BLD 341.32' N88°51'23"E 194.74' 40.03' ' � � GATE 323.76' �y61 �RFS)��Fa 231.19' --- rN rN r� rN N rN rN rN rN rN rN � nn 7141-11 n 1 STOR Y oo cfl of J LNJ L ] LZJ ; II LML PDJ m SP 6' -� LL LJ L I �i 1o1 i�i 1L „i i i _ 1STORY 1 LpT 2� a LJ FFE:124.27 FFE:124.40J L299 I -022 A C98� 219 L3o0 1 ° LOT 2, BLA r- TPN. 31052900101700 ° - � 1 LLP I I L99L LOT 2 COMMERCIAL BLD. #16710 S01 18'22"E 70.42' 218 24, L301 1 95- 102589LO L 4 STORY LOT AREAS W 10Q t78,165 SF OVERALL FOOTPRINT: 4 STORY 21 AISLE L302 WOOD WALKWAY �_ 24' L101 N01°08'37"W (HOTEL) ±226,116 SQFT ±41,789 SQFT 216 220 253 254 287 J _ _ L303 � �° 24' OFFICE 215 [221 252 [_ 286 r304 5.0'ELECTRIC DISTR. — — o [53J 69� AISLE 102 248.18' f5.19 ACRES FFE-124.39 ( ) FFE:124.36 255 J J L L __ -0 I ISLE -� r f'-'1 r-� BALCONY TYP. N01°18'22"W ' -� 222 L251 L- 285 �- r ESM'T REC �� - O N L 0T 1 305 #200410190689 I L54J L7Q 103 ( ) 214 L_ L- [71] �.�.104 9.25' + 213 223 250 25� 284 L L I in ,�y z 14.00' '38"e 92,965SF [307 I Employee Q U 55� L72� 212 EFL2-587 283 L- 224 L2 J Z57L-L �.105 117 L J f. 14.00' FFE:124.37 L-� r- L-� LOT I BLA r73� L48� POND _ N88°41'38"E �211 L_ L_J L-J I �_ N °PROPOSEDLOT r _ Koi 225 248 282 N 308 Stalls? Doe nit O w N O r58� 7_4L Ai.106 118� 149 0.50' 210 L_ L_L 260 L-J 95- 102589 I U- w U �_L �— L J LINE(TYP.) 150] 1 STORY �o�. POND L 226 247 260 281 o -309 meet AMQqW o L75J 119 L_J L_L L-L L-J 310 N . �� 6 209 22� 246 261 280 L r60� r76� 107 120� 152 ° q'� 1 STORY COLUMN TYP. 208 228 245 _ _ r 20.72.080 for N o N L qT1-3 L L L_J L_L 262 279 o L311 I -0 19 rn ° 00 L-J L77J 153] 24' 24o� - r- o satellite parking. I I m o ja.108 L 21 24' 24' L_ T-� L 2-- r- AISLE 207 AISLE L229 244 AISLE 63 278 Ln o L312� i r 40.0'R/W z co r r AISLE 49 h r-� 230 243 ~� 264 277 > L (q N [627- [79� 109E 122J- `� 154] 167 168] -L L_J J_L L_J L_J L 181 N01°18'22"yV 9 206 � ELEC.DISTR. ESM'T 4 LANE DIVIDER U fflL5 63] rL82 ] 1 10J 123] L- 24' 147.8T 205 [231 242 265 276 v`" 3_14 $ J U 15_ 166J AISLE L - r r r-� 315 REC#200410190689 6� �3� LINESdr1 1 1 124 ¢ r-� ISLAND P6 198J h 232 241 266 275 - L-J L 156 165] 169E r-� 182r'1 24 204 L 1-3 � T 1 SP Jo 112] 125] r-� 143 r-� 7 r- 7-� 24' �- L 2 r- OOI 135J r- L-� U 180J 190J 191 AISLE 203 233 240 26� 274 16 L O L 157 164 170J 174J ¢ 183 AISLE �^ L-� L-� 234 239 2 273 r31 T 20' Dedication L U[66� F14- 113] 126 U r L -� L-� a d L84] P�197 202 L_L L_L J68 L_J L-L 144J .-- L L- 136E 1- r-� -� L_L L_ L Lfi7] r 1 127 ~ r 145 158E 163 171 175J 179� r 189� 192� 196 201 r35 r-, r-� r- r 114J J-J 137 �-� O 185 188 193 �_� L-� L235 238 269 272 L318 required. r- -� r- r- J_L L_J L_L r-� r-T' 7- o . .. 1 15 128 146 159 162E 172E 176J U 78J - r- �- �95 200 236 23 270 J271 L319 LOCK WALL N88 51 23 E 204.75 r_� r_ �, L 186J 187 194J L85J L-L L-J L38L L--7 L L - - - - - - - - - - - 30 R/W 173L 1_L 129E 147 16Q L161 L �86] 1 16� � � 660.00' �— — — — — — — — — S01 0T24" SS SS SS NEW ADA RAMP PROPOSED BY CIVIL(TYPICAL) 35.63 NEW ADA i 718'-6 1/ " 550.04' 30.0�'- =211.91' 309.96' Sss°51'23"w 40,I —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—x—,—.—.— S88051'23"W 1071.92' LOT 2, SP #00-01 -5P, -024 AP# 20009OG5003 —x— SLIDE_GATE .—,—.— 60.0' TBM 1: FND REBAR&LS CAP I ACCESS, UTILITY ESM'T "ALS CONTROL REBAR" "LS 12716" &ROAD MAINTENANCE Qla SEI F I -023 0I -020E LEV.=123.26' W W AGREEMENT EC9704170106 Z Z WEST EGE :3 :3 AOE LOT I , 5P #00-01 9-5P, 'SDOER JEEP IAP# 200090G5003 R QV HYSLER IU U IS# I wl — . . _ . . — . . — . . — . . — . . — . . — . . _ . . _ . . —.—.—.— — — '— — 231.19 �I o. Ii PARKING STALL TABLE J3778'x20' EX r�� r� r� co r� Z i�i la, 1pi ioi i i iNi L J L J L J 4 J L J L_ PROPOSED LEGEND WSDOT I DESCR. LOT 1 LOT 2 LOT 3 L1J FND MON IN CSE.1-1/2" R/W 140.0' LOT 3 REQ. STALLS 126 STALLS 116 STALLS N/A �2 t54,986 SF CONC. PROPOSED SIDEWALK/ADA RAMP BRASS DISK W/PUN. L3J I REQ. ADA STALLS 5 STALLS, 1 AN 3 STALLS, 1 VAN 5 ADA STALLS, 1 VAN wA wA PROPOSED WATER LINE DWN.-0.50' 29 1 28 24' �� N=420627.73 �4 r �39 24' r PROVIDED STALLS 139 STALLS 64 STALLS 116 STALLS ass—ss— PROPOSED SEWER LINE r- AISLE L38L L_J L E=1310940.73 FLAGPOLE I L5J ISLE - PROPOSED WATER METER w (TYP.) L6- L37J L40J �-L36] [41J L Each lot must meet stand alone pa �Q% PROPOSED SEWER MANHOLE L7J < r � See review o I �8� a L35L L42J a requirements for that use. Cannot calculate cn [� L-J [34] L43� future lot 3 without a use. comments #4-5 PROPOSED NEW ADA STALL N L g J O r -� O� ������ PROPOSED NEW PAINTED PATH W r- U L33L L44J U -- -- PROPOSED LOT LINE CL I L19J w N L321 L45J PARKING STALL CALCULATIONS (AMC 20.72.010) �, I L1 1L L3 P 7 L�2J r_ r47, OFFICE= 1 SPACE PER 400 SF GROSS FLOOR AREA o , F-_ CONC. L30L J_J RESTAURANT= 1 SPACE PER 200 SF GROSS FLOOR AREA cn I L13J HOTEL = 1 SPACE FOR EACH ROOM TO BE RENTED+0.5 PER EMPLOYEE �,� F- L29J n L48J ACCESSIBLE MIN ADA PARKING STALL 19'x8' W/5'AISLE, OR 19'x13 ° r U r28 -° L49� U ( ) ( ) LOT 1 AKA OFFICE= 14,116+ 12,000+ 12,000 + 12,000=50,116 SF GFA u', �15J ¢ L_L ¢ 20% COMPACT ALLOWED(15x8) LOT 2 HOTEL = 18,545+ 14,135+ 14,135+ 14,135=60,950 SF GFA 27 SQ; 1.3'WIDE ROCKERY �I [17] L 66J r51] ON REQ. PARKING TOTALS: LOT 2 RESTAURANT=8,624 SF J v COMBINED LOT 2 =60,950+8,624=69,527 L18] '� L25J [52] zo OFFICE- 125.29 OR 126 STALLS PLAZA SIGN ��9] HOTEL-(67 RENTAL UNITS) +±10 STAFF= 72 REQ. STALLS "MEDALLION HOTEL" F— [23] RESTAURANT-43.12 OR 44 STALLS I PWR. MTR., RISER&PEDESTAL IZCC TOTAL STALLS REQUIRED=242 STALLS(13 REQ.ADA STALLS, 3 REQ. VAN ADA STALLS) LOCATED UNDER SIGN L21� EXISTING PARKING STALLS L2_2]FND REBAR&LS CAP 322 TOTAL(8 ADA STALLS, 4 OF WHICH ARE VAN ACCESSIBLE) (40 COMPACT STALLS) "LS 14490" S20°12'50"E,0.96'FROM CALC'D COR. 211.91'- I NIONAL RETAIL 1 -0 N ASPHALT AUDITOR'S FILE NO. i MEDALLION INN AND SUITES ALL Land SurvEying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. y*.'Wl LI BINDING SITE PLAN Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON of '"AS S ARLINGTON PFN. PJ25-0141 y 50 25 0 50 100 �� 1901 Vernon Rd Lake Stevens, WA 98258 z CMJ66 CORP BSP MAP & PARKING LAYOUT 1" = 50' o LO s 50711 O N 16710 SMOKEY POINT BLVD Phone (360) 568-4031 Email:info@AIILandSurveying.com FC/STER� ARLINGTON, WA 98223 AL L ao TPN. 31052900101700 DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET 5 JAW/KAW 8-06-2025 24018 JWW 1 =50 OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN (CITY OF ARLINGTON PFN. PJ25-0141 10' WIDE SANITARY SEWER EASEMENT SHARED SIGN AGREEMENT EXCLUSIVE PARKING AREA EASEMENT A 10 FOOT WIDE SANITARY SEWER EASEMENT IS HEREBY GRANTED TO LOT 2; OVER, UNDER&ACROSS LOT 1; A SHARED SIGN/BILLBOARD EASEMENT AND AGREEMENT IS HEREBY GRANTED TO LOT 1,2&3,OVER LOT 3 HEREIN FOR AN EXCLUSIVE PARKING AREA EASEMENT IS HEREBY GRANTED TO LOT 3,OVER LOT 1; FOR THE EXCLUSIVE BEING F ON BOTH SIDES OF THE AS CONSTRUCTED SIDE SEWER LINE AS DEPICTED ON SHEET 6 HEREON. THE SHARED SIGN AS LOCATED NEAR THE SOUTHWEST CORNER OF LOT 3,AS DEPICTED&SHOWN ON SHEET 6 HEREIN. USE OF PARKING STALLS 4305 THROUGH#317,AS DEPICTED ON SHEET 6 HEREIN. SAID EASEMENT IS FOR CONSTRUCTION,MAINTENANCE, OPERATION&REPAIR OF THE EXISTING SIDE SEWER SAID SHARED SIGN AGREEMENT IS FOR ALL LOTS TO BE ABLE TO ADVERTISE THEIR RESPECTIVE BUSINESS. SAID EXCLUSIVE PARKING AREA SHALL BE FOR THE SOLE&EXCLUSIVE USE OF LOT 3. WHICH SERVICES THE BUILDING LOCATED ON LOT 2. SAID COST OF INDIVIDUAL ADVERTISEMENT&MAINTENANCE OF THEIR INDIVIDUAL SIGN AFFIXED TO THE SHARED LOT 3 SHALL BE RESPONSIBLE FOR ALL COST OF MAINTENANCE OF SAID EXCLUSIVE PARKING AREA. BILLBOARD SHALL BE SOLE COST&RESPONSIBILITY OF THE LOT OWNER MAKING SUCH ADVERTISEMENT.LOT 2 SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL COST BORNE BY THE USE OF SAID EASEMENT. SITE INFORMATION MAINTENANCE,COST OF THE DRAINAGE EASEMENT & DRAINAGE COVENANT OFF THEE BILLBOARD SHALL E BORNE TEQUALLY AMONG LOTS 1,2&3. SITE REPAIR OR REPLACEMENT OF THE STRUCTURE SITE ADDRESS: 16710 SMOKEY POINT BLVD A NON-EXCLUSIVE DRAINAGE EASEMENT IS HEREBY GRANTED TO LOT 2;OVER, UNDER&ACROSS LOT 3; ARLINGTON,WA 98223 FOR THE CONTINUED USE AND DISCHARGE OF THE EXISTING STORM DRAINAGE THROUGH THE EXISTING STORM Without a proposed use, lot DRAINAGE FACILITIES. ELECTRICAL, TELEPHONE & CABLE T.V. EASEMENT AGREEMENT TAX ID NUMBER: 31052900101700 3 will be reviewed for the WITNESSETH;THAT FOR AND IN CONSIDERATION OF THE MUTUAL COVENANTS HEREIN EXPRESSED, IT IS HEREBY highest possible use for the MAINTENANCE OF SHARED DRAINAGE FACILITIES SHALL BE SHARED EQUALLY BY LOTS 2&3, INDIVIDUAL SERVICE AGREED BETWEEN THE PARTIES THAT; TOTAL PARENT LOT AREA ±226,116 SF (5.19 ACRES) site to ensure feasibility. LINES SHALL BE THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNER. 1 ST-AN EASEMENT FOR ELECTRICAL,TELEPHONE AND CABLE TELEVISION CONNECTION AND METER BOXES AS ZONING (CITY OF ARLINGTON) LOT 3 SHALL BE BURDENED WITH ACCEPTING, INFILTRATING,DETAINING; OR OTHER LEGAL MEANS OF MANAGING CONSTRUCTED SHALL BE GRANTED.CABLES SHALL RUN UNDERGROUND AND THROUGH THE BUILDINGS FROM THE HIGHWAY COMMERCIAL(HC)-FOR MAJORITY OF PROPERTY THE STORM DRAINAGE CREATED&DISCHARGED BY LOT 2. COMMON CONNECTION POINT ON EACH PARCEL. (ZENE aAi rnnnnnFRQ_I4 (CC)-FOR EASTERN PANHANDLE ONLY Commercial Corridor 30' x 419.22' UTILITIES EASEMENT 2ND-THERE SHALL BE A COMMON CONNECTION AND THE LINES SHALL BE AS CONSTRUCTED FOR THE USE AND AIRPORT SAFETY ZONE A NON-EXCLUSIVE SHARED UTILITY EASEMENT IS HEREBY GRANTED TO LOTS 2&3; OVER, UNDER AND ACROSS BENEFIT OF ALL PROPERTIES. APD SAFETY ZONE C LOTS 1,2&3; BEING DESCRIBED AS FOLLOWS: 3RD-THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF THAT PORTION OF THE DISTRIBUTION SYSTEM EXISTING LOTS: 1 THE SOUTH 30.00 FEET OF THE WESTERLY 419.22 FEET OF OF THE EASTERLY 900.01 FEET,AS MEASURED ALONG USED IN COMMON SHALL BE BORNE IN EQUAL SHARES, EXCEPT WHEN SUCH REPAIRS OR RECONSTRUCTION ARE DUE EXISTING USE: 1 HOTEL, 1 RESTAURANT, 1 OFFICE BUILDING THE SOUTH LINE&PERPENDICULAR TO THE SOUTH LINE OF LOT 2,SHORT PLAT NO. SP 213(8-75)RECORDED TO DAMAGES FOR WHICH A SINGLE OWNER IS RESPONSIBLE,THEN THAT OWNER SHALL BE RESPONSIBLE FOR THE PROPOSED LOTS: 3 UNDER RECORDING NUMBER 2405159, RECORDS OF SNOHOMISH COUNTY,WASHINGTON. COST. PROPOSED USE: 1 HOTEL + RESTAURANT, 1 OFFICE BUILDING, 1 VACANT LOT(FUTURE USE TO BE DETERMINED LATER) JOINT STORM DRAINAGE EASEMENT 4TH-THIS AGREEMENT SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON ALL PARTIES UTILITY PURVEYORS&SERVICES AND THEIR HEIRS AND ASSIGNS FOREVER. A JOINT STORM DRAINAGE EASEMENT IS HEREBY GRANTED TO LOTS 1 &2;OVER, UNDER AND ACROSS LOTS 1 &2 FIRE DISTRICT NORTH COUNTY REGIONAL FIRE AUTHORITY FOR THE SHARED STORM DRAINAGE FACILITIES SERVING BOTH LOTS IN THE NORTH YARD OF THE RESPECTIVE SANITARY CITY OF MARYSVILLE BUILDINGS THEREOF. EASEMENT MAINTENANCE AGREEMENT WATER CITY OF MARYSVILLE ALL SHARED EASEMENTS OF THIS SHORT PLAT TO BE EQUALLY MAINTAINED, REPAIRED,AND/OR REBUILT BY THE SCHOOL DISTRICT LAKEWOOD SCHOOL DISTRICT#306 OWNERS OF THE UNITS HAVING LEGAL ACCESS AND UTILITY SERVICE THEREFROM AND THEIR HEIRS,ASSIGNS AND PARK SERVICE AREA RIVER MEADOWS SAID SHARED EASEMENT IS FOR THE COMMON FACILITIES LOCATED IN AND AROUND THE CONCRETE PATIO,AS SUCCESSORS, EXPECT FOR AS EXPRESSLY STATED OTHERWISE HEREIN. GRAPHICALLY DEPICTED ON SHEET 6 HEREIN. INTERIOR BUILDING INFORMATION (FROM ARCHITECTURAL AS-BUILT) INDIVIDUAL UTILITY SERVICE LINES, INCLUDING STORM, INFILTRATION LINES,AND SANITARY SEWER SIDE SEWER LINES, DESCRIPTION 1ST STORY 2ND 3RD 4TH TOTAL MAINTENANCE&REPAIR OF SAID FACILITIES SHALL BE SHARED EQUALLY AMONG THE OWNERS OF SAID LOTS 1 & ARE THE SOLE RESPONSIBILITY OF THE OWNERS OF THE UNIT THE INDIVIDUAL SERVICE LINES SERVES. UTILITY SERVICE 2' LINES WHICH SERVICE MORE THAN ONE UNIT SHALL BE SHARED EQUALLY MAINTAINED, REPAIRED,AND/OR REBUILT BY HOTEL 18,545 SF 14,135 SF 14,135 SF 14,135 SF 60,950 SF THE OWNERS OF THE UNITS SERVICED. OFFICE 14,116 SF 12,000 SF 12,000 SF 12,000 SF 50,116 SF PARTY WALL AGREEMENT RESTAURANT 8,624 SF 8,624 SF WITNESSETH;THAT FOR AND IN CONSIDERATION OF THE MUTUAL COVENANTS HEREIN EXPRESSED, IT IS HEREBY THIS MAINTENANCE AGREEMENT COVERS NORMAL USAGE,WEAR AND TEAR,AND LIFE EXPECTANCY OF MATERIALS. AGREED BETWEEN LOT 1 &2, HEREIN THAT; ANY DAMAGE INCURRED BY AN INDIVIDUAL OWNER SHALL BE REPAIRED AND/OR RESTORED TO PRE DAMAGED 119,690 SF OVERALL CONDITION WITHIN 30 DAYS.THE OWNER WHICH INCURRED THE DAMAGE SHALL BE SOLELY RESPONSIBLE FOR THE OCCUPANT LOADS (FROM SNO CO PERMIT 97-109763) COST OF REPAIR OR REPLACEMENT OF THE MATERIALS. IN NO EVENT SHALL ACCESS OR UTILITY SERVICE BE DENIED 1ST-DECLARATION OF RELATIONSHIP. EACH PARTY WALL IS DECLARED TO BE A PARTY WALL UNDER THE LAWS OTHER PROPERTY OWNERS OF SAID EASEMENTS FOR MORE THAN 24 HOURS. HOTEL 1ST STORY:42,2ND-4TH (70 EACH)= 252 OCCUPANTS OF THE STATE OF WASHINGTON,TOGETHER WITH AND SUBJECT TO AN EASEMENT FOR USE BY EACH ADJOINING OFFICE 1ST-4TH STORY(120 EACH)=360 OCCUPANTS LOT OWNER. NO WINDOWS,CHIMNEY FLUES OR OTHER OPENINGS MAY BE MADE IN ANY PARTY WALL WITHOUT CENTER CORE 523(400 OF WHICH IN ASSEMBLY AREA)=523 OCCUPANTS WRITTEN JOINT CONSENT. NO OWNER MAY ATTACH TO ANY PARTY WALL ANY STEREO OR TELEVISION SPEAKERS, JOINT USE / MAINTENANCE AGREEMENT 1,135 TOTAL OCCUPANTS MACHINERY OR OTHER APPARATUS THAT MIGHT EMIT SOUND OR VIBRATIONS THAT MAY DISTURB THE OWNER(S) WITNESSETH;THAT FOR AND IN CONSIDERATION OF THE MUTUAL COVENANTS HEREIN EXPRESSED, IT IS HEREBY WHO SHARES SUCH PARTY WALL, UNLESS THE PLACEMENT OF SAID APPARATUS IS EXPRESSLY CONSENTED TO IN EX. LOT COVERAGE (IMPERVIOUS SURFACES) WRITING BY SUCH OWNER OF THE ADJOINING LOT. AGREED BETWEEN THE PARTIES HAVING OWNERSHIP INCLUSIVE TO THIS BINDING SITE PLAN THAT: EX.ASPHALT ±64,118 SF 1ST-EACH OWNER IS RESPONSIBLE FOR THE MAINTAINING, REPAIR AND WELL-KEEPING OF THEIR INDIVIDUAL BUILDING EX. CONCRETE ±79,874 SF 2ND-MAINTENANCE. THE COSTS OF REASONABLE REPAIRS AND MAINTENANCE OF THE PARTY WALL SHALL BE .EX BLD. FOOTPRINTS ±41,789 SF SHARED EQUALLY BY THE LOT OWNERS WHO SHARE USE OF SUCH PARTY WALL. &PARKING AREAS. EACH OWNER SHALL KEEP THEIR PROPERTY IN GOOD STATE OF REPAIR,AND WILL KEEP THEIR o DESIGNATED TRASH ENCLOSURE AREA STALL IN THE SAME GOOD STATE OF REPAIR AND FREE OF ALL DEBRIS. TOTAL EXISTING ±113,894 SF (50.04/o) EASEMENTS HAVE BEEN CREATED AND ARE PART OF THIS BINDING SITE PLAN FOR PEDESTRIAN ACCESS&VEHICULAR 3RD-DAMAGE AND DESTRUCTION. IN THE EVENT A PARTY WALL IS DAMAGED OR DESTROYED, INCLUDING BY ACCESS FROM ALL ACCESS POINTS&COMMON DRIVEWAYS&PARKING AREAS FROM THE STREET ENTRY.ALL OWNERS PROPOSED LOT COVERAGE: 0 ADDITIONAL SF FIRE,WINDSTORM, EARTHQUAKE OR OTHER CASUALTY,THE FOLLOWING RULES SHALL APPLY: HAVING LEGAL ACCESS FROM SAID EASEMENT AREAS.LANDSCAPE MAINTENANCE IS THE RESPONSIBILITY OF THE INDIVIDUAL LOT OWNER(S),BUT IT IS EXPECTED THAT ALL USERS OF THE ACCESS EASEMENTS WILL DO SO WITH CARE PARKING STALL CALCULATIONS(AMC 20.72.010) 3.1 SOLE NEGLIGENCE OR FAULT. IF SUCH DAMAGE OR DESTRUCTION WAS CAUSED BY THE SOLE NEGLIGENCE AND RESPECT FOR THE APPEARANCES OF THE WALKWAYS AND PARKING AREA. OFFICE= 1 SPACE PER 400 SF GROSS FLOOR AREA (51,415 SF) OR FAULT OF THE LOT OWNER(S)WHO SHARES THE PARTY WALL, INCLUDING ANY ACTS OF OMISSION OF SUCH RESTAURANT= 1 SPACE PER 200 SF GROSS FLOOR AREA (5,390 SF) LOT OWNER(S)'GUESTS, INVITEES,TENANTS OR SUBCONTRACTORS, SUCH LOT OWNER(S)SHALL PROMPTLY TAKE 2ND-EACH ROOF/ROOF DECK SHALL BE CARED FOR AND MAINTAINED BY THE OWNER(S)OF THE PROPERTY UPON HOTEL = 1 SPACE FOR EACH ROOM TO BE RENTED+0.5 PER EMPLOYEE ALL NECESSARY STEPS TO REPAIR SUCH DAMAGE AND RESTORE THE PARTY WALL TO THE CONDITION IT WAS WHICH THE ROOF IS LOCATED. IN THE EVENT THAT PROPERTY OWNER(S)INTEND TO REPAIR OR REPLACE THEIR ROOF, ACCESSIBLE MIN ADA PARKING STALL (19x8) W/5'AISLE, OR(19'x13) PRIOR TO SUCH DAMAGE OR DESTRUCTION,AT THE SOLE EXPENSE OF SUCH LOT OWNER(S). IT IS HEREBY AGREED THAT THE MATERIALS WILL BE SIMILAR IN TYPE, QUALITY AND COLOR OF THE ORIGINAL ROOF, 20% COMPACT ALLOWED(15'x8) UNLESS MUTUALLY AGREED UPON.THE COST OF SUCH REPAIR IS THE SOLE RESPONSIBILITY OF THE INDIVIDUAL 3.2 OTHER CAUSES. IF SUCH DAMAGE OR DESTRUCTION WAS CAUSED OTHER THAN BY THE SOLE NEGLIGENCE PROPERTY OWNER(S)MAKING THE ROOF REPAIR OR REPLACEMENT. HOWEVER, IN THE EVENT OF A TOTAL ROOF REQ. PARKING TOTALS: REPLACEMENT FOR COMMON ATTACHED ROOFS IN ANY BUILDING WITHIN THIS BINDING SITE,THE COSTS WILL BE OF ONE LOT OWNER WHO SHARES THE PARTY WALL,THEN BOTH LOT OWNERS WHO SHARE THE PARTY WALL SHARED EQUALLY IN BETWEEN THE PROPERTY OWNER(S)IN PROPORTION WITH EACH OWNER(S)AREA OF ROOF ON OFFICE- 125.29 OR 126 STALLS SHALL PROMPTLY REPAIR SUCH DAMAGE OR RESTORE THE PARTY WALL TO THE CONDITION IT WAS PRIOR TO THAT BUILDING.SUCH A ROOF REPLACEMENT WILL BE REQUIRED AS WARRANTED BY THE ROOFING MATERIAL HOTEL-(67 RENTAL UNITS) +±10 STAFF= 72 REQ. STALLS SUCH DAMAGE OR DESTRUCTION. THE LOT OWNERS SHALL CONTRIBUTE EQUALLY TO THE COST OF SUCH MANUFACTURER, UNLESS DELAYED BY MUTUAL AGREEMENT OF THE OWNER(S)OF THAT BUILDING. RESTAURANT-43.12 OR 44 STALLS REPAIR OR RESTORATION. TOTAL STALLS REQUIRED=242 STALLS(13 REQ.ADA STALLS, 3 REQ. VAN ADA STALLS) 3RD-SHARED WALL,SIDING AND EXTERIOR TRIM SHALL BE CARED FOR AND MAINTAINED BY THE OWNER(S)OF THE EXISTING PARKING STALLS 4TH-HOLD HARMLESS. EACH LOT OWNER SHALL INDEMNITY AND HOLD HARMLESS THE OWNERS OF ANY 322 TOTAL (8 ADA STALLS, 4 OF WHICH ARE VAN ACCESSIBLE) (40 COMPACT STALLS) PROPERTY UPON WHICH THE SHARED WALLS,SIDING AND EXTERIOR TRIM IS LOCATED. IN THE EVENT A PROPERTY ADJOINING UNIT FOR ANY LABOR OR MATERIAL LIENS ARISING FROM WORK DONE OR MATERIAL SUPPLIED TO OWNER INTENDS TO REPAIR OR REPLACE THEIR SHARED WALLS,SIDING AND EXTERIOR TRIM, IT IS HEREBY AGREED Cannot evaluate lot 3 for required kin as use is unknown. MAKE REPAIRS OR IMPROVEMENTS FOR SUCH OWNERS'PARCEL. THAT THE MATERIALS WILL BE SIMILAR IN TYPE QUALITY AND COLOR OF THE ORIGINAL WALLS,SIDING AND EXTERIOR a parking g TRIM, UNLESS MUTUALLY AGREED UPON.THE COST OF SUCH REPAIR OR REPLACEMENT IS THE SOLE RESPONSIBILITY AREAS INFORMATION TRASH COLLECTION & REFUGE STORAGE AREA EASEMENT OF THE OWNER(S)MAKING THE WALLS,SIDING AND AND/OR EXTERIOR TRIM REPLACEMENT. HOWEVER, IN HE EVENT OF A TOTAL WALL,SIDING AND/OR EXTERIOR TRIM REPLACEMENT FOR A BUILDING WITHIN THIS SHORT SUBDIVISION,COSTS A DESIGNATED SHARED TRASH COLLECTION&REFUGE STORAGE AREA EASEMENT IS HEREBY GRANTED TO LOTS WILL BE SHARED EQUITABLY BETWEEN THE PROPERTY OWNER(S) IN PROPORTION WITH EACH OWNERS AREA OF PARENT LOT: 226,116 SF (5.19 ACRES) 2&3,OVER&UPON LOT 3 HEREIN,AS SHOWN NEAR THE NORTHWEST CORNER OF SAID LOT 3,AND AS DEPICTED WALLS,SIDING AND EXTERIOR TRIM ON THAT BUILDING. &SHOWN ON SHEET 6 HEREIN. PROPOSED LOT AREAS 4TH-COMMON STORM DRAINAGE SYSTEMS SERVING THE LOTS WITHIN THIS SUBDIVISION ARE TO BE MAINTAINED LOT 1 92,965 SF (2.13 ACRES) SAID SHARED TRASH ENCLOSURE AREA SHALL BE SHARED&MAINTAINED EQUALLY BY BOTH LOTS. EQUALLY BY THE OWNERS OF SAID UNITS. LOT 2 78,165 SF (1.79 ACRES) SAID AREA IS FOR THE STORAGE&COLLECTION OF INDIVIDUAL COLLECTION RECIPROCALS FOR EACH LOT LOT 3 54,986 SF (1.26 ACRES) RESPECTIVELY.THE INDIVIDUAL OWNERS SHALL NOT PERMIT THE STORAGE OF UNSAFE OR HAZARDOUS 5TH-THIS AGREEMENT SHALL BE A COVENANT RUNNING WITH THE LAND,AND SHALL BE BINDING UPON ALL MATERIALS IN THE AREA,AND WILL NOT PERMIT IT'S GUESTS, EMPLOYEE'S OR CONTRACTORS TO PLACE TRASH IN AFOREMENTIONED PARTIES AND THEIR HEIRS AND ASSIGNS FOREVER. AUDITOR'S FILE NO. THE OTHERS OWNERS RECIPTICALS WITHOUT PRIOR EXPRESSED PERMISSION. MEDALLION INN AND SUITES ALL Land SurvEying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31N, R5E, W.M. AY O wILLIs BINDING SITE PLAN Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON G� Was ARLINGTON PFN. PJ25-0141 jd�L 1901 Vernon Rd CMJ66 CORP Lake Stevens, WA 98258 EASEMENT AGREEMENTS LO -7r 50711 16710 SMOKEY POINT BLVD Phone (360) 568-4031 Email:infoC�?AIILandSurveying.com & BSP INFO ��� sj FGISTER� oo ARLINGTON, WA 98223 NG AL LAB DWN. BY: DATE: JOB NO. CHK. BY: SCALE: SHEET TPN. 31052900101700 JAW/KAW 8-06-2025 24018 JWW 6 OF 7 MEDALLION INN AND SUITES BINDING SITE PLAN PARCEL S, ARLINGTON BLA# FLN 20 12002, CITY OF ARLINGTON PFN. PJ25-0141 AF#20 1 2 10225002 PARCEL A, ARLINGTON BLA# TELE RISER X2 — — — — — — — Z Z FLN 201 2002, �p�° OO�s� ©OC l c00 ASPHALT AF#20 1 2 1 0225002 ASPHALT XMFR CHAIN LINK FENCE ASPHALT ASPHALT J J I I­_ CO CO ®Q�Q CO — ———— —„——— — — — — — — — -------= 7 — — KEYSTONE WALL p 341.32' I N BLD 1 3.7 _•—•—- —.—„—+� GATE P p —323.76 —pP P pP spy a o __— rLl—FFE:124.27 P P T P— ' P P�'1 --PP PP%�'PP P P P 5 s/(� ��/_ p Op ASPHALT ---D-231.19 —D----D--- D D P P EAVES(TYP.) I EAVES(TYP.- P P P P TR I (3 _ ---------) -------- - ----- mcn 21 PP P 3 1 STORY MANHOLE I I ° LOT 2,jBLA I -022 A TPN. 31052900101700 FFE:124.40 I a LL-P 2 1 LOT 2 COMMERCIAL BLD. #16710 95- 102589LOT AREAS.' S01°18'22"E 70.42' i 178,165 SF 4 STORY OVERALL FOOTPRINT: 9 4 STORY i MWOOD WALKWAY I N01°08'37"W (HOTEL) ±226,116 S FT ±41,789 SQFT OFFICE I I — — Q cilo ; I 248'18' f5.19 ACRES FFE:124.39 I ) FFE:124.36 j I i i i I r„—._ 5.0'ELECTRIC DISTR. O BALCONY(TYP.) N01°18'22"W I I 3 ESM'T REC O$ I 9.25' I LOT 1 i l 1 x #200410190689 I --� N88°41'38"E +92,965SF FO r I T 14.00' I 1 i I ��Q LOT I , B LA FFE:124.37 O - I _ I N88°41'38"E I ' ' > I PROPOSED LOT PONDI K01 �I �� 95- 1 02589 I i I �. 0.50' I I i l o LINE(TYP.) 1 STORY o�. PDND I I ° n F-I o°� �------------ --------------- ^o l 10 I Q Q 1 ' Z�. 1 STORY COLUMN(TYP.) 40.0, " 1 I --° ---°----°- I-3 ---- h °I o e "� I LANE DIVIDER N01°1822 W R. ESM'T _ e ' " ELEC.DIST 4 I 2 ° 147.87' I i W I REC#200410190689 Fj7 8 ) LINES o I I ° ISLAND S MAILBOX b o' l l I i LQT z ASPHALT �� i o� I I m ASPHALT I 10.0' I I o I I I I $ � BLOCK WALL Q I I I 4 - -D- -p- N QQ\\ c�I a I 1 1 ---- ----- SS > SS �— SS —�— SS S — ----5----s----s----s s; —s— —s— —s— sue- 1 �s---- G� G G G -- -- --- --- r�_ ss f f I ASPHALT c c—Qc� G G 8 E J30'x419.22' __11 — w _ — — — �` 550.04' �� W " � . _ — — — — ---- 309 --- w- �- ------------ - -- - 211.91 -- - --- -N— ----------�---- 480.79' ° 1 ASPHALT 1 s, -w- 40' ---- - ASPHALT 1 ii ASPHALT OHP LOT 2 5P #00-01 9-5P ASPHALT PC�`�' MB 1 oHP -024 I G G G G �G G �G G G G G G G G G G G G G G G G G ,� PHALT AF# 20009OG5003 GPI G G G — G G S 10 SLIDE GATE —,—.— 60.0' TBM 1: FND REBAR&LS CAP a -SLIDE ACCESS, UTILITY ESM'T "ALS CONTROL REBAR" "LS 12716" 1 0 ° E &ROAD MAINTENANCE �� ELEV.=123.26' W W AGREEMENT REC#9704170106 50'R/W Q Z Z I al _M sE E ES� DOE CIERAGE -01 9-5P, �O � , JEEPsTR NF -AF# 20009OG5003 vvAERU U �# a a 1 -023 I -020 I I 1'�24-- -=r=-------- EASEMENTS / RESERVATIONS CALLOUTS �R PROPOSED LEGEND I 1 i `TR m F's�x CONE I 8'x20' A 10'WIDE SANITARY SEWER EASEMENT BENEFITING LOT 21S HEREBY GRANTED, OVER LOT 1 WSDOT i PI XFMR LOT 3 1 BEING 5'BOTH SIDES OF THE C/L OF THE EXISTING SIDE SEWER LINE,AS DESCRIBED ON SHEET PROPOSED SIDEWALK/ADA RAMP O FND MON IN CSE.1-1/2" R/W 140.0' 6 +54,986 SF 5 AND AS DEPICTED HEREON. —WAWA—WAWA— PROPOSED WATER LINE BRASS DISK W/PUN. CONC.I PROPOSED SEWER LINE DWN.-0.50' 29 28 A DRAINAGE EASEMENT&DRAINAGE COVENANT IS HEREBY GRANTED BENEFITING LOT 2, OVER PROPOSED WATER METER N=420627.73 In FLAGPOLE i i i 1\ O2 LOT 1. (RIGHT FOR LOT 2 TO DISCHARGE STORMWATER TO LOT 1, TOGETHER WITH THE RIGHT E=1310940.73 (TYP.) o` TO MAINTAIN/REPLACE CONVEYANCE LINES),AS DESCRIBED ON SHEET 5&AS ;Q; PROPOSED SEWER MANHOLE w 11 APPROXIMATELYDEPICTED HEREON. -- - --------------- PROPOSED EASEMENT LINE CoI� 10.0'WATER E A NON-EXCLUSIVE EASEMENT IS HEREBY GRANTED IN FAVOR OF PUGET SOUND ENERGY FOR O1 PROPOSED EASEMENT CALLOUT V� N i REC#1999102 O GAS SERVICE LINES OVER LOTS 1 THROUGH 3,AS DESCRIBED ON(CC&R'S#4)AND AS �u E DEPICTED HEREON. W ch l - A 30'x 419.22'UTILITIES EASEMENT IS HEREBY GRANTED BENEFITING LOTS 2&3, GRANTED c CONC. I D -- O OVER LOTS 1, 2&3,AS DESCRIBED ON SHEET 5 AND DEPICTED HEREON. o I OA JOINT STORM DRAINAGE EASEMENT IS HEREBY GRANTED BENEFITING LOTS 1 &2, OVER LOTS 1 &2,AS DESCRIBED IN THE JOINT UTILITIES SHEET 5. 1.3'WIDE ROCKERY CONC, A SHARED TRASH COLLECTION/REFUSE STORAGE AREA BENEFITING LOTS 2&3, OVER LOT 3, 11 IS HEREBY GRANTED AS DESCRIBED ON SHEET 5. PLAZA SIGN � �'NI 1 "MEDALLION HOTEL" N A SHARED SIGN AGREEMENT BENEFITING LOTS 1 THROUGH 3, OVER LOT 3, IS HEREBY PWR. MTR., RISER&PEDESTAL I I, O7 GRANTED AS DESCRIBED ON SHEET 5. LOCATED UNDER SIGN 122' 10.0'WATER ESMT A COMMON ACCESS&PARKING AREA AGREEMENT IS HEREBY GRANTED, BENEFITING LOTS 1, 2 FND REBAR&LS CAP AF#199910210455 O "LS 14490" &3, AS DESCRIBED IN(CC&R'S#3) ON SHEET 1 &AS DEPICTED HEREON. � �� �— S20°12'50"E,0.96'FROM — — — — CALC'D COR. __1-� __ __-_-211.91, Og LOTS 1 &2 ARE SUBJECT TO A PARTY WALL AGREEMENT,AS DESCRIBED ON SHEET 5. AN EXCLUSIVE PARKING AREA I NATIONAL RETAIL I -( 10 FOR PARKING STALLS 305 T EASEMENT O 317,ASD SCRIBED ON SHEET 5, AS DEPICTED HEREO . LOT 1 ASPHALT AUDITOR'S FILE NO. MEDALLION INN AND SUITES ALL Land SurvEying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31N, R5E, W.M. wILLIS BINDING SITE PLAN oF WAS Professional Land Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON Off' O � 50 25 0 50 100 ARLINGTON PFN. PJ25-0141 1901 Vernon Rd z 1:4Lake Stevens, WA 98258 PROPOSED EASEMENTS & o LO CMJ66 CORP 1 = 5U' "�' C5071111R�O � 16710 SMOKEY POINT BLVD Phone (360) 568-4031 Email:info©AIILandSurveying.com COVENANTS r ALSL - ARLINGTON, WA 98223 DWN. BY: DATE: JOB N0. CHK. BY: SCALE: SHEET TPN. 31052900101700 JAW/KAW 8-06-2025 24018 JWW 1 1"=50' OF 7