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HomeMy WebLinkAboutPACE_BSP Review_1 A PACE WATER I LAND I INFRASTRUCTURE I FACILITIES PLN#PJA26-0141 Medallion Inn &Suites Binding Site Plan Review Prepared and reviewed Aaron Blaisdell P.L.S. #41278 February 17, 2026 PACE Engineers, Inc. 11255 Kirkland Way#300 Kirkland,WA. 98033-6715 Job#250682.103 PACE Engineers, Inc. has completed the first review of sheets 3 through 9 of the Medallion Inn & Suites Binding Site Plan (BSP Survey) provided by ALL Land Surveying, LLC and have determined that additional information is required to be in compliance with Chapter(s) 58.17 RCW, 58.09 RCW, Chapter 332-130-050 WAC and AMC 20.16.300 - (Regulation of Subdivisions) approval Process. No other site development sheets were reviewed at this time. Sheet 5: • Recommendation of removing site features and depict lot, overall boundary and easement elements • Remove coordinate values from monument • Remove overwrites for clarity • Add city permit number when provided Once the above comment has been considered and changes are made, another review may be performed to verify the Binding Site Plan is in compliance with the minimum standards set forth in Land Division—Site Plan Checklist; AMC 20.16.300 - (Regulation of Subdivisions); Approval Process;WAC(s) 332-130 and 196-23; RCW(s) 18.43, 58.09, 58.17 and a professional standard of care. PACE Engineers, Inc. ';4/_ 4�z_' Aaron Blaisdell, P.L.S. Survey Director MEDALLION INN AND SUITES VICINITY MAP BINDING SITE PLAN 169TH ST NE 1'5 SITE DECLARATION - COVENANTS, CONDITIONS AND RESTRICTIONS (CITY OF ARLINGTON PFN. 168TH ST NE THIS BINDING SITE PLAN AND ANY DEDICATIONS THERETO IS MADE WITH THE FREE CONSENT AND IN ACKNOWLEDGEMENT o 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 O 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/RETAIL/PROFESSIONAL AND CERTAIN FGISSBERG=TWINLAKES MANUFACTURING USES ON THE LOTS/PARCELS WHICH FRONT ROADWAYS,AND PROVIDE FOR RESIDENTIAL DEVELOPMENT AT A DATED THIS DAY OF 202_. DENSITY OF, 15 DU AC. MINIMUM, UPON THE INTERIOR LOTS/PARCELS OF THE PROPERTY AS DESCRIBED HEREIN.ALL DEVELOPMENT SHALL CONFORM TO THE CITY OF ARLINGTON MIXED USE DEVELOPMENT REGULATIONS. �+ 3. COMMON ACCESS AND PARKING AREA: DECLARANT, ITS SUCCESSORS,ASSIGNS, BUSINESS INVITEES, LICENSEES,TENANTS, SIGNATURE: APPROVALS 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 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. IVATE ENTITY DING UTILITY CE ETO, SHALL A NON VE THERETO, INGR SS AND EGRESS OVER ANDACROSS SAID LAND D FOR THE PURPOSES S OF INSPECTION,INSSPECTION, MAINTENANCE,TENNANCE,ANDIRE AIR OF EASEMENT FOR LAND SURVEYOR'S CERTIFICATE 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 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 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 CITY OF ARLINGTON COMMUNITY AND ECONOMIC DEVELOPMENT 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 ESTABLISHED ALONG 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 OF ALL, REQUIRED, PERIMETER LANDSCAPING WITHIN TWELVE (12)MONTHS 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, UNLESS AN ACTIVE PERMIT WITH THE CITY OF ARLINGTON EXISTS 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 ON A WEEKLY BASIS AND A MAINTENANCE BOND OR OTHER ACCEPTABLE SECURITY IS IN PLACE TO ENSURE THAT SUBSTANTIALLY COMPLETED IN ACCORDANCE WITH SAID MAP, OR(2)TO THE EXTENT HEREBY APPROVED. NOTE: THE CITY OF ARLINGTON DOES NOT IN ANY WAY WARRANT ONGOING MAINTENANCE IS PROVIDED. 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. WA O 9. ALL LOTS ARE HEREBY SUBJECT TO THE EASEMENT AND COVENANTS,AS DESCRIBED ON SHEET 6, HEREIN. SAID EASEMENTS AND COVENANTS SHALL RUN WITH THE LAND AND BE BINDING ON ALL OWNERS, HEIRS&SUCCESSORS IN INTEREST. IN WITNESS WHEREOF,WE SET OUR HANDS AND SEALS THIS DAY OF 202 . JOE W. WILLIS, JR. COMMUNITY AND ECONOMIC DEVELOPMENT, DIRECTOR PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 50711 STATE OF WASHINGTON ) AL LA AUDITOR'S CERTIFICATE )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 COUNTYNOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON NUMBER 2405159, BEING A PORTION OF THE NORTHEAST QUARTER OF RESIDING AT: EVERETT, WA BY: SECTION 29, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., RECORDS OF MY COMMISSION EXPIRES: 8/23/2029 DEPUTY COUNTY AUDITOR SNOHOMISH COUNTY, WASHINGTON. DRAWING INDEX SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. # DESCRIPTION (PER TICOR TITLE COMPANY'S COMMITMENT NO. 70205697) 1 BINDING SITE PLAN - COVER SHEET 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 Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. Review by PACE ��Y � 2/17/26 - abb (WSDDOT) SR5 QUILCEDA CREEK TO PORTAGE CREEK, G BINDING SITE PLAN rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON APPROVED SEPT. 7TH, 1966, REVISED 10-29-1999. ARLINGTON PFN. 1901 Vern Rd La Stevens, 9 8 CMJ66 CORP C VE R S H ET 16710 SMOKEY POINT BLVD Phone (360 8-4031 Email: i @AIILRdSurveying.com �i �O ARLINGTON, WA 98223 DW Y: E: JOB N CH Y: SCALE: SHEET � ING TPN. 31052900101700 JAW/KAW 8-06-2025 24018 JWW 1 0F 7 MEDALLION INN AND SUITES BINDING SITE L (CITY OF ARLINGTON PFN. ) HORIZONTAL DATUM TITLE NOTES C 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 L NAD83-2011, EPOCH 2O18 COORDINATES. SEARCH INTO THE RECORD WAS REQUESTED OR PERFORMED.(SEE SHEET 4 FOR PLOTTABLE EASEMENTS) (NOTE: NOT ALL S THE FOLLOWING NOTES PERTAIN TO"SCHEDULE B-"SPECIAL EXCEPTIONS",AS DISCLOSED WITHIN SAID REPORT. BASIS OF BEARINGS S FOUND CONCRETE MONUMENT IN CASE ►� .o. FOUND SECTION CORNER / 1/4 CORNER 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: 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 MEASURED DIMENSION 31 NORTH, RANGE 5 EAST, W.M. RECORDING DATE:DECEMBER 24, 1940 10 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 o 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) c® 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 c® 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 Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. o WAS FOR rofessional L d Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 1901 Vern Rd CMJ66 CORP La Stevens, 9 s N SURV Y INFO ATI O 16710 SMOKEY POINT BLVD Phone (360 8-4031 Email: QA�I dSurveyin9.com AL L �, ARLINGTON, WA 98223 DW Y. E: JOB N CH Y: 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. )� add permit information from city 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' 4 1 3+G3.72 - 1324.14' 20 NE1/4 SEC 29 -c� 106.1 V- �' '� FND MON IN CSE.2" 29 1218.03' r (WSDOT/H) I BRASS DISK W/PUN. I DWN.-0.4 I I I I I I I CIS Y,s A�To oRI�LE �g9sd°��19Q WAR I RD L°WEs NA pC����°��9 PARCEL B, APLINGTON BLA# � d PLN 201 2002, AF#201 002 I I �`�000000000�000000 Z Z CF' PLINGTON 5LA# J J PLN F#20 1 2 1 0225002 HELD WEST (� Q BOUNDARY LINE PER(SP) I WSDOT RIGHT OF WAY N8� '23"E 896.27' ———— _ — _ I FALLS(W)OF BNDRY. ;- ——————— 9 N88°51'23"E 234.7T 1'23"E 194.74' 40.Q3' — . . — . . — . . — . . — . . — . . — . . — . . - . . — . . — . . — . . — . . — . . — . . — . . —,----------- ------- ---- - - SPg� � o i I ----- ------------- I we move text over 1 -022 C I i R DOT ° i TPN. 31052900101700 I s01°18'22 E 70.4 ' 1 Lp, LOT AREAS.- I I I LA ±226,116 SQFT I - — — O N01°18'22"W I I I I {Zy o t9 f5.19 ACRES -----_ I 9.25' j N88°41'38"E I Izu I;i95- 1 11 �I c� I --------------------I - \� r r_.. I N88°41'38"E I 04 LOT I , BLA I z- oo I m N w _—I I I 0.50 I 02589 I O I N 1 ` L_______— I Q o N co I - - - J I ti 1 —01 9 No o1.11 19 ® recommend removing site features m F t o I ,84) I I m Z 10 � o —�_ I from this sheet to better depict F 67 (3 boundary elements and easements uoT 1 co sP I I M Z I N88051'23"E 204.75' 660.00' _ _ _ — - - - - - - - - - - - - o - - - I — — — — — 501 07'24"W 1 FND REBAR&LS CAP 1 — J I- - — - - - - - - - - - - - - - - - J - - - - - - - - - - - - -363= 0A2'—� "LS 14490" o — — — — 1 S20012'50"E,0.96'FROM — — — — — — 4 S88051'23"W 1 I S88051'23"W 1071.92' FND REBAR&LS CAP -- BM 1: "LS 12716" I "ALS C TRO EBAR" LOT 2, 5P #00-01 S L 23.26' AF# 20009OG50 1 , 5P #00-01 9-5P, I o f 1 I -024 ETAI� F# 200090G5003 RDON�s D JEEP I -020 I N R RAI ER . A CNRYs� I 1 NATION WEST I -023 Remove text over o f GLAFER ORATE writes Z: 1 I FND MON IN CSE.1-1/2" BRASS DISK W/PUN. DWN.-0.50' 29 I 28 Remove coordinate > N=420627.73 1 / values E=1310940.73 AUDITOR'S FILE NO. TOPOGRAPHIC SURVEY Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. 1 0 � 0 WAS FOR rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 75 37.5 0 75 150 1901 Ver Rd - CMJ66 CORP LatE: evens, 98 1 - 75 BOU DARY TAIL 16710 SMOKEY POINT BLVD Phone (360) 4031 Email:in AIIL Surveying.com AL L �, ARLINGTON, WA 98223 DW Y. JOB N CH Y: SCALE: SHEET 3 TPN. 31052900101700 JAW/KAW 3-8-2024 24018 J1�/N/ 1"=75' OF 0 MEDALLION VN AND SUITES BINDING SITE PLAN PARCEL B, ARLI NGTON BLA# 2600001002 PLN 20 12002, �p`�� 00�0 AF#201210225002 PARCEL A, ARLING (CITY OF ARLINGTON PFN. ) W W 7PH. 004 2g00001000 SUBJECT TO 10'WIDE ELEC. TELE RISERx2 Z Z PLN 201 20 ESM'T TO SNO.CO. PUD XMFR J J ASPHALT AF#201 2 102 2 PHALT AF#199906110360 CHAIN LINK FENCE ASPHALT I I _ = SUBJECT TO 10'WIDE ELEC. ASPHALT 2.6'(N)OF R U U ESM'T TO SNO.CO.PUD 6"CONC.CURB(TYP) 6"CONC. CURB(TYP) H PWR VLT 4.6'SQ. CO CO Q Q 9906110360 co — _ — — _ — — --------AF#19 APPRX.2"MPE IP � I f' (107007296-1999) KEYSTONE WALL ,�, * I N. BLD -- GV P Pp --P P .. Fp pp�P�P�P�P GV 9 ` \ S)��S ' —x —•— �aTE P P —� ^ EAVES(TYP.) y --- p p P R I ASPHALT �, 4 - --D- --D--- D ---° P P pP PP PP P P f- P S ) PRX. ES _1_STORY - GM -----� GM ------------------- -o CONC. APPRX.2"MPE IP 67 I P \� ) -------------- I GM I a 1~ M (107007296-1999)OT 2 SP p P P �� 1 STORY I MANHOLE APPRX.U.G. I 1-1 L I I — FFE:124.27 FFE:124.40 I x4 BOLLARD(TYP.) j I I FH PWR I z LOT 2 BLA I 022 A TPN. 31052900101700 ; I 1 m I LOT AREAS.' i COMMERCIAL BLD. #16710 i PM x3 D 95- 1 02589 CONC. I 4 STORY OVERALL FOOTPRINT: I I I I I- WOOD WALKWAY f226,116 SQFT ±41,789 SQFT I 4 STORY iz 3 1 I (HOTEL) I (OFFICE) 10 i i 5.0' ELE R. ~ I f5.19 ACRES FFE:124.39 I FFE:124.36 IU I F,—- I O LBALCON Y(TYP.) I I I i I ES#200----------------- �> 7� Ij FFE:124.37 I I I li I Q LOT I BLA �T I o 95- 102589 O I.J ( I . , I / PON I I — -N I I I I WATER ESMT I CONC. I -I KOI I I I o o oQ 199910210455 o I 1 STORY \ POND 1 STORY COLUMN(TYP.) — I ' I ` J o'i- - - - - - - - - - --D- I I CONC. �� 140 I ° I I 40.0'R W LANE DIVIDER o�e� I I o o ELEC.DISTR. ESMT 4 ,I CONC. i °� I i REC#200410190689 67 �3,8 ) LINES y o ISLANO`-S MAILBOX i b D' I I ' LOT 1 SP I �e CONC. I ° I i Z CONC. I I I CONC. ASPHALT i I I ASPHALT i D WMx2 I ® I I o e o o I I BLOCK WALL I� o I --D- -D--I--D----D----D D-_--D- �S 13 I I VIA WM - - i .HYD. — CO� --- - - -D- -- 30'I S -5----�----5----5 sl - -510.0'WATER ESMT I 5----�----s�G-S _-I-i G s-2„MPEIP c FH _c c c c—�. i 1 WEST END OF 30'SEWER I �- I ASPHALT E CONC. PWR VLT 2.8'SQ. ; TYP 1 I I ;�� — — - REC#199910210455 — - — ESMT REC#199910210488 n.I� _-- — --�_ w`L mil-_--��-- -_--�_-- -_-- -_—max - - -w--- w--- 10.0'AF#199910210455 -- -w-- � ' I 40'I -- -w=----w----------------- I ASPHALT i! ASP I ASPHALT S\o LOT 2 SP #00-0 19-SP ASPHALT G� 1 ® U S . off Q OHP MB I rEc c c c c c c c c c c c c c } G—G 1 -024 AF# 20009OG5003 GPP c c c c Q $ wN/ APPRX.1-1/4"GAS LINE O TBM 1: FND REBAR&LS CAPlocz Q -- - I FH ACCESS, LIT M'T "ALS CONTROL REBAR" "LS 12716" f &ROAD CE ELEV.=123.26' W W AGREEMENT 170106 50'R41 Q Z Z I E GLACIER�RA�E LOT 1 , SP #00-01 9-SP, oN'S DOEEP odw U U SELF S AF# 20009OG5003 R cINRYNLE, ��Q I I aIQ _. � El -023 I -020 2 75 I — x�--Dx—r—D—x—xD=x—xD==xDx—x— I I TR [TffzFs�.CONEX WSDOT i i XFMR 8'x20' R/W 140.0' i FND MON IN CSE.1-1/2" 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 I � I0 Q °'• I9 o d 10 10.0'WATER E V] 04 I i REC#1999102 w ,x C ;� a - 09 ell CONC. I N I'"" 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 1WATER ESMT FND REBAR&LS CAP I AF#199910210455 "LS 14490" S20°12'50"E,0.96'FROM — — — CALC'D COR. --w-- -w- I rIONAL RAIL-- I NA ASPHALT -(� AUDITOR'S FILE NO. I TOPOGRAPHIC SURVEY Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. 13 13 r3 13 a 0 WAS FOR rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 50 25 0 50 100 1901 Vern Rd 'ill 50 Ln CMJ66 CORP La Stevens, 9 s _ X. SITE, ASEMEN & UTILITY — 04 16710 SMOKEY POINT BLVD Phone (360 8-4031 Email:i @AIILRdSurveying.com ALL o ARLINGTON, WA 98223 DW Y: E: JOB N CH Y: SCALE: SHEET 4 TPN. 31052900101700 JAW/KAW 3-8-2024 24018 JWNI 1"=50' OF 7 MEDALLIONLN AND S UI TES BINDING SITE PLAN PARCEL PLN 20 BLA# ���° 004o�a0000�00� 12002 2002, l AF#201210225002 PARCEL A, ARLING (CITY OF ARLINGTON PFN. Lu Lu PLN 201 20 `rpm. 0000482680081000 Z Z XMFR J J AF#20 1 2 1 02 CHAIN LINK FENCE I 1 _ = 2.6'(N)OF R QQ 896.27' —————————— — — _ _ N88°51'23"E 234.7T— _ ______ KEYSTONE WALL � 51'23"E 194.74' 40.03' I � N.BLD 231.19' — --- rN rN N IN v rN N rN rN N rN o I 1 STOR Y SF 6� �3,84) b cp cp � co co co co m _ 1 STORY W LpT 2 u u FFE:124.27 FFE:124.40� 9 I -02 2 A 9 0 1 ° LOT 2, BLA TPN. 31052900101700 m I I J COMMERCIAL BLD. #16710 S01°18'22"E 70.42' 8 24' +78,165 SF 4 STORY 95- 1 02589 LET 2 LOT AREAS. D OVERALL FOOTPRINT: 7 AISLE 2 WOOD WALKWAY 0 24' N01°08'37"W (HOTEL) ±226,116 SQFT ±41,789 SQFT 4 STORY 6 0 3 4 7 2as.1s' (OFFICE) 5 2 ] 6 — — o 24 AISLE f5.19 ACRES FFE:124.39 FFE:124.36 F`—"- I ISLE �-i 1 BALCONY(TYP.) N01°18'22"W ] 2 1 6 5 5.0'ELE TR. Z - L0T1 I ES 9.25' N88°41'38"E +92,965 SF 3 3 0 7 4 6 I #200 1 4 9 8 3 1 �i ° 00 0)2 J 7 I Q LOT I BLA j a J. 14.00' FFE:124.37 r g / POND ( N88°41'38"E 1 5 8 9 2 8 I N 95- 102589 m N `° O �r PROPOSED LOT KOI 0.50' 6 0 1 "' w LINE P.) ] 1 STORY �p�. POND LLO - J 9 0 g 6 9 7 6 1 0J 6 I N N � 1 STORY COLUMN(TYP.) 8 g 5 2 9 I -0 I ✓ I N N co) ° o0 7 J o O � I O 24' - J 24' S3J 7 A SLE 9 4 A SLE 3 8 2� I c 40.0'R/W I 0° z N AISLE AISLE _ 4 -j 3 y ELEC.DISTR. ESM'T 4 LANE DIVIDER 1 1 —, J 24' r J r N01°18'22"W J p 6 2 5 6 �"n 4 3�8 ) LINES U J I ~ J AISLE 147 r- 5 9 6 5 � 5 m REC#200410190E 67 a 1 a gJ ISLAND r'1 24' J h 4 ? J 6 � LpT 1 SP I C3 LL I 2 J J U -p] 24 3 0 7 4 o I O J O J 7 J ¢ d AISLE AISLE 9 8 7 z — 4 0 179 J J J J 6 J J- - 9 - 1 78J 186 j 'L - BLOCK WALL ° .. ' [86] 1 16� I 129 3$ 147 16Q 161 173J 177 L_ 18_7 194 195J 200 236 237 270 L271 L319 N88 51 23 E 204.75 I 660.00' - - - - - - - - - - - - - - - - - - - - - - — — — — - - — — — — ---I— — — — — — — — — — � S01°0T24"W SS SS—SS30'RNV �— SS ► — — SS - - NEW ADA RAMP PROPOSED BY CIVIL(TYPICAL) 35.63' 1 NEW ADA RAMP PROPOSED BY CIVIL(TYPICAL) i 30.02' D 550.04' --� in .96' sss°51'23"W I -211.91 40'RNV —.—.—„—"—„—"—„—"—„—"—„—"—„—"—„—„—„—"—„— S88051'23"W 1071.92' I -024 LOT 2, SP #00-01 9-5P, P�,� AF# 20009OG5003 GPI —— SLIDE-GATE —.—.— TBM 1: FND REBAR&LS CAP I - ACCESS, M'T "ALS CONTROL REBAR" "LS 12716" ELEV.=123.26' W LU ST AGREEMENT 170106 ���0 50'R Z Z J J I cLACIERjoR cE LOT I , 5P #00-01 9-5P, s °EEP QM°f U U SERE AF# 200090G5003 R DER QIQ I -023 I -020 I 1 o. PARKING STALL TABLE z i CONEX fool ICI ICI lol I�I INI 1 8'x20' L J L L J J L J L- PROPOSED LEGEND WSDOT � DESCR. LOT 1 LOT 2 LOT 3 R/W 140.0' �I r- LOT 3 CONC. REQ. STALLS 126 STALLS 116 STALLS N/A FND MON IN CSE.1-1/2" ±54,986 SF PROPOSED SIDEWALK/ADA RAMP BRASS DISK W/PUN. REQ. ADA STALLS 5 STALLS, 1 VAN 3 STALLS, 1 VAN 5 ADA STALLS, 1 VAN wA wA PROPOSED WATER LINE DWN.-0.50' 29 1 28 L 24 24' cc PROVIDED STALLS 139 STALLS 64 STALLS 116 STALLS —ss—ss— PROPOSED SEWER LINE N=420627.73 In FLAGPOLE II L- AISLE ISLE E=1310940.73 I w (TYP.) � PROPOSED WATER METER :Q% PROPOSED SEWER MANHOLE IO — 0- dL o � I L V� PROPOSED NEW ADA STALL U1 O Or PROPOSED NEW PAINTED PATH I U O L \\\\\\ PROPOSED LOT LINE rwi w cn `° f PARKING STALL CALCULATIONS (AMC 20.72.010) f OFFICE= 1 SPACE PER 400 SF GROSS FLOOR AREA LO c 9 - CONC. r- r RESTAURANT= 1 SPACE PER 200 SF GROSS FLOOR AREA cn 1 HOTEL = 1 SPACE FOR EACH ROOM TO BE RENTED+0.5 PER EMPLOYEE I Al - Q - ACCESSIBLE MIN ADA PARKING STALL (19'x8) W/5'AISLE, OR(19'x13) LOT 1 AKA OFFICE= 14,116+ 12,000+ 12,000 + 12,000=50,116 SF GFA Ul)o I a 20% COMPACTALLOWED(15x8) LOT 2 HOTEL = 18,545+ 14,135+ 14,135+ 14,135=60,950 SF GFA Z LOT 2 RESTAURANT=8,624 SF 1.3'WIDE ROCKERY �I CONCC REQ. PARKING TOTALS: COMBINED LOT 2 =60,950+8,624=69,527 75- Zo- OFFICE- 125.29 OR 126 STALLS PLAZA SIGN HOTEL-(67 RENTAL UNITS) ++10 STAFF= 72 REQ. STALLS "MEDALLION HOTEL" [231 RESTAURANT-43.12 OR 44 STALLS I PWR. MTR., RISER&PEDESTAL I TOTAL STALLS REQUIRED=242 STALLS(13 REQ.ADA STALLS, 3 REQ. VAN ADA STALLS) LOCATED UNDER SIGN EXISTING PARKING STALLS I FND REBAR&LS CAP I L2 I 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 � NATIONAL RETAIL 1 -0 ASPHALT AUDITOR'S FILE NO. i MEDALLION INN AND SUITES Land Su Eying, LLC. BINDING SITE PLAN PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31 N, R5E, W.M. 13 0 � � � o WAS ARLINGTON PFN. rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 50 25 0 50 100 1901 Vern Rd 1 50' CMJ66 CORP La Stevens, 9 8 BSP MA PARKI LAYOUT " = N 16710 SMOKEY POINT BLVD ARLINGTON, WA 98223 Phone (360 8-4031 Email:i @A111 dSurveying.com AL L co TPN. 31052900101700 DW Y: E: JOB N CH Y: SCALE: SHEET 5 OF 0 JAW/KAW 8-06-2025 24018 J�/�/w 1 =50 7 MEDALLION INN AND SUITES BINDING SITE PLAN (CITY OF ARLINGTON PFN. ) 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 DRAINAGE FACILITIES. ELECTRICAL, TELEPHONE & CABLE T.V. EASEMENT AGREEMENT TAX ID NUMBER: 31052900101700 WITNESSETH;THAT FOR AND IN CONSIDERATION OF THE MUTUAL COVENANTS HEREIN EXPRESSED, IT IS HEREBY 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) 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. *WITHIN MIXED USE OVERLAY DISTRICT" GENERAL COMMERCIAL(CC)-FOR EASTERN PANHANDLE ONLY 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 PROPERTY UPON WHICH THE SHARED WALLS,SIDING AND EXTERIOR TRIM IS LOCATED. IN THE EVENT A PROPERTY 322 TOTAL (8 ADA STALLS, 4 OF WHICH ARE VAN ACCESSIBLE) (40 COMPACT STALLS) 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 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 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 Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31N, R5E, W.M. GRAY 0 WAS BINDING SITE PLAN rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON ARLINGTON PFN. 1901 Vern Rd La Stevens, 9 s EAS E M T AGREEMENTS LO CMJ66 CORP BSP IN N 16710 SMOKEY POINT BLVD Phone (360 8-4031 Email:i @AII dSurveying.com lING`�O ALL ARLINGTON, WA 98223 DW Y. E: JOB N CH Y: SCALE: SHEET TPN. 31052900101700 JAW/KAW 8-06-2025 24018 JWW 6 OF 7 MEDALLION RN AND SUITES BINDING SITE PLAN PARCEL ARLINGTON BLA# 0 00ag o00o©�J©©� I PLN 20 12002, �p�° 0040�0 AF#201210225002 (CITY OF ARLINGTON PFN. ) _ PARCEL A, ARLI NG TELE RISER x2 Z LU PLN 20 1 20 -rpm. 00402 s000011 c�00 J J ASPHALT AF#20 1 2 102 PHALT XMFR CHAIN LINK FENCE ASPHALT ASPHALT I _ -7 2.6'(N)OF R U C) co CO Q�Q CO ® KEYSTONE — ———— —x——— — — — — — — — -------= — — WALL c p _ 341.32' i N.BLD �, P P _•—•—_ — GATVD S P P PP '=Pp PP PPP PP��P P P P ��(� — !�i P �p ASPHALT ,S4) ---D-231.19 —D----D--- D ?� p P P EAVES(TYP.) P P P P TR I I I 1STORY- ---------I ��-------- ------------------- - M SIP I — ~ m PAP P�Pp P� I FFE:124.27 3 ----- 1 STORY M4NHOLEaI oL0TZ,FFE:124.40 I I 1 Z LOT 2, BLA TPN. 31052900101700 COMMERCIAL BLD. #16710 S01°18'22"E 70.42' I 95- 102589 � L OT Z LOT AREAS. { i � I � J +78,165 SF 4 STORY OVERALL FOOTPRINT: I 9 4 STORY 13 M WOOD WALKWAY N01°os'37"w (HOTEL) f226,116 S FT ±41,789 SQFT OFFICE I I — — Q cilo 248.18' f5.19 ACRES FFE:124.39 I ) FFE:124.36 j I i i i I r,—._ 5.0'ELE R. O BALCONY(TYP.) N01°18'22"`" I WTI I I ; 3 I ES �� I 8 I 9.25' 1 1 #200 0 ° O ----� N88°41'38"E +92,965SF I I r I ? FFE:124.37 13 I I LOT I , BLA > I I PROPOSED LOT PONDI (Koh I N88°41'38"E I � 0.50' I I I "�I I 95- 1 02589 I LINE(TYP.) 1 STORY ../d, POND I I ° ►-I I ® o� _ `; 6 �--------- --------------- ^o l 10 Q Z 1 STORY COLUMN(TYP.) D----D--- —D— OBI 40.0' I t D— ,s --° ---°----°- I-3 ---- h °I o e "� I LANE DIVIDER _ e NOI 18'22"W ELEC.DISTR. ESM'T 4 I 2 ° sC� 147.87' 1 I i W I REC#200410190689 67 �3,8 ) LINES o I I ° ISLAND S MAILBOX b o' l l I i LQ1 0 z I li i ASPHALT �� i °� i I m ASPHALT I I e I � o $ BLOCK WALL Q I I I 4 --D- -D--�-D--_-D--_-D - -D----D W \�\ �\S��\ 13 I N \ \\ \ Col a I I 30 -- -- --- ——— ---- ----- SS > SS �— SS —�— SS S — ----5----s----s----ss�L G G G E Ir�_ ss f f I ASPHALT c c—Qc� G c 8 I I O 4 90° - -- - -- -------�---- --- _ — ——--w- �, ---- J30'x419.22' __11 — w _ � —w — — — �` 550.04' � W w . -N— ---------- ---- 480. ° ASPHALT s, -w- 40' ---- - ASPHALT ASP or+P OHP -024 LOT 2, SP #00-0 19-SP, ASPHALT PC� G c MB I c c c c c c c c c c �� } PHALT Q, d c c c c c Sc c c c c c c $ i � AF# 20009OG5003 GP I o SLIDE GATE —,—.— TBM 1: FND REBAR&LS CAP I Q ACCESS, "ALS CONTROL REBAR" "LS 12716" ° I 0 &ROAD �� ELEV.=123.26' Z Z i ST AGREEMENT 06 �� 50'RNV Q E J J I OLpCIERTOR OE LOT 1 , 5P #00-01 9-5P, N EP o�� Q U U SERE s AF# 20009OG5003 RAI yDO ��Q I I ala _M — . . — . . _ . . — . . — . . — . . — . . — . . — . . _ . . D D D----D----D-231.19' 1'�24-- -=r=-------- EASEMENTS / RESERVATIONS CALLOUTS PROPOSED LEGEND I TR I]T �RFs)�CONE I q� 8'x20' O A 10'WIDE SANITARY SEWER EASEMENT BENEFITING LOT 21S HEREBY GRANTED, OVER LOT 1 WSDOT i PI I , XFMR L 0/ 1 BEING 5'BOTH SIDES OF THE C/L OF THE EXISTING SIDE SEWER LINE,AS DESCRIBED ON SHEET PROPOSED SIDEWALK/ADA RAMP FND MON IN CSE.1-1/2" R/W 140.0' 6 +54,986 SF I 5 AND AS DEPICTED HEREON. —W—WA—WA w— PROPOSED WATER LINE BRASS DISK W/PUN. I I CONC. DWN.-0.50' 29 28 55 ss ss— PROPOSED SEWER LINE A DRAINAGE EASEMENT&DRAINAGE COVENANT IS HEREBY GRANTED BENEFITING LOT 2, OVER PROPOSED WATER METER N=420627.73 In FLAGPOLE i i i�\ 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 APPROXIMA TEL Y DEPICTED HEREON. ----------------- PROPOSED EASEMENT LINE � o a; , 9 ° I C�II 10.0'WATER E A NON-EXCLUSIVE EASEMENT IS HEREBY GRANTED/N 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 a DEPICTED HEREON. W cn 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. A JOINT STORM DRAINAGE EASEMENT IS HEREBY GRANTED BENEFITING LOTS 1 &2, OVER LOTS o 1 � I O 1 &2,AS DESCRIBED IN THE JOINT UTILITIES SHEET 5. Z � 1.3'WIDE ROCKERY CONC. A SHARED TRASH COLLECTION/REFUSE STORAGE AREA BENEFITING LOTS 2&3, OVER LOT 3, I 6 IS HEREBY GRANTED AS DESCRIBED ON SHEET 5. PLAZA SIGN RI i "MEDALLION HOTEL" N A SHARED SIGN AGREEMENT BENEFITING LOTS 1 THROUGH 3, OVER LOT 3, IS HEREBY PWR. MTR., RISER&PEDESTAL I ', O7 GRANTED AS DESCRIBED ON SHEET 5. LOCATED UNDER SIGN \ 122' 10.0'WATER ESMT I A COMMON ACCESS&PARKING AREA AGREEMENT IS HEREBY GRANTED, BENEFITING LOTS 1, 2 FND REBAR&LS CAP AF#199110210455 "LS 14490" O &3, AS DESCRIBED IN(CC&R'S#3) ON SHEET 1 &AS DEPICTED HEREON. � S20°12'50"E,0.96'FROM — — — 1— CALC'D COR. _ __ ____._211.91' O LOTS 1 &2 ARE SUBJECT TO A PARTY WALL AGREEMENT,AS DESCRIBED ON SHEET 5. AN EXCLUSIVE� I NATIONAL RETAIL I -( 10 FOR PARKING STALLS 305 KING �O 3EA E7,ASMD SCRIBED ON SHEET GRANTED,ENT IS HEREBY , AS DEPICTED HEOREOOVER LOT 1 ASPHALT � AUDITOR'S FILE NO. MEDALLION INN AND SUITES Land Su Eying, LLC. PTN SE 1/4 OF THE NE 1/4 OF SEC. 29, T31N, R5E, W.M. 13 13 r3 13 a WAS BINDING SITE PLAN rofessional L Surveyors ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 50 25 0 50 100 ARLINGTON PFN. 1901 Vern Rd La Stevens, 9 s P RO P O D EAS E M E N TS & 1" = 50' � CMJ66 CORP N 16710 SMOKEY POINT BLVD V A S Phone (360 8-4031 Email:i ©All Surveying.com ALL ARLINGTON, WA 98223 DW Y: E: JOB N CH Y: SCALE: SHEET TPN. 31052900101700 JAW/KAW 8-06-2025 24018 J�/�/w 1, 50' 7 OF 0