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HomeMy WebLinkAboutPlan, Final APPLICANT 7/2/20163 4 5 FAIRFIELD INN SUITES IA ABBREVIATIONS LEGEND ACP ASPHALT CONCRETE PAVEMENT ID INSIDE DIAMETER STORM PIPE SD co ADD*L ADDITIONAL I.E. INVERT ELEVATION AD AREA DRAIN IN INCH ES NEW & EXISTING CATCH BASINS J B ADJ ADJACENT INV INVERT NEW & EXISTING DRYWELLS dDW ANSI AMERICAN NATIONAL STANDARDS IRR IRRIGATION WATER SVIMH INSTITUTE LB POUND(S) STORM MANHOLE AA PPROX. APPROXIMATE(LY) LCPE LINED CORRUGATED SANITARY SEWER PIPE ss - POLYETHYLENE PIPE SSW ARCH ARCHITECT(URAL) S _N ASSY ASSEMBLY LF LINEAR FEET SANITARY SEWER MANHOLE BLDG BUILDING MAT`L MATERIAL WATER MAINS BM BENCHMARK MAX MAXIMUM FH --,F*,--i BNDRY BOUNDARY MFR MANUFACTURER FIRE HYDRANTS (NEW AND EXISTING) AND FDC fik .Al BOW BOTTOM OF WALL MH MANHOLE WATER METERS N (AT FINISHED GRADE) mi MECHANICAL JOINT WATER VALVES x C BVC BEGINNING OF VERTICAL CURVE MIN. MINIMUM CTV CABLE TV MISC. MISCELLANEOUS FITTINGS WITH THRUST BLOCKS Fli T Ajo lX4 �o C&G CURB AND GUTTER N NORTHING} TEE 900 45* 22.5* 11.25* CB CATCH BASIN NO ( #) NUMBER SURFACE WTR AND PIPE DIRECTION FLOW OR cc CURB CUT Oc ON CENTER EXISTING CONTOUR LABELS (457)- CD CONCRETE DRIVE O/W OIL WATER CF CUBIC FEET (FOOT) P POWER PROPOSED CONTOUR LABELS cl CAST IRON PC POINT OF CURVATURE ci CONSTRUCTION JOINT PIV POST INDICATOR VALVE EXISTING SURFACE ELEVATIONS CL CLASS PP POWER POLE rAxm Tel CL CENTER LINE PL PROPERTY LINE FINISHED SURFACE ELEVATIONS D CMP CORRUGATED METAL PIPE PSF POUNDS PER SQUARE FOOT NEW EASEMENT CONC. CONCRETE PSI POUNDS PER SQUARE INCH CONST. CONSTRUCTION PT POINT OF TANGENCY NEW DITCH >_ CPEP CORRUGATED POLYETHYLENE PIPE PVC POLYVINYL CHLORIDE CTR CENTER(ED) PVI POINT OF VERTICAL INFLECTION TRAFFIC ARROWS CY CUBIC YARD QTY. QUANTITY moo DCVA DOUBLE CHECK VALVE ASSEMBLY RAD (R) RADIUS low DDCV` DOUBLE DETECTOR CHECK VALVE RCP REINFORCED CONCRETE PIPE xm TOP OF WALL/TOE OF WALL rAmrowa DEPT. DEPARTMENT RD ROAD mxr DET DETAIL REF REFERENCE BOW D.I. DUCTILE IRON REQD, REQUIRED SLOPE INDICATORS 2:1 DIA (0) DIAMETER RET RETAINING A&AIL DIM DIMENSION ROW RIGHT OF WAY DS DOM SPOUT SD STORM DRAIN RIP RAP DWG DRAWING S.F. SQUARE FEET E EAST(ING) SHT SHEET FILTER FABRIC FENCING EC ELECTRICAL CONDUIT Sim SIMILAR ECC EXTRUDED CONCRETE CURB SPEC SPECIFICATION(S) FOOTING DRAINS EL= ELEVATION SQ SQUARE LIS EOP EDGE OF PAVEMENT SS SANITARY SEWER DOWNSPOUTS EQUIV.� EQUIVALENT STA STATION EVC END OF VERTICAL CURVE CLEANOUTS (C.O.) SS, AND co F EXIST. EXISTING STD STANDARD RWL (NEW AND EXISTING) FD FLOOR DRAIN TOE TOE OF WALL OR SLOPE T TELEPHONE WIRE INTERCEPTOR AND BIO-SWALES FDC FIRE DEPARTMENT CONNECTION TBM TEMPORARY BENCH MARKCEMENT CONCRETE A, FDN FOUNDATION T.C. TOP OF CURB FFE FINISH FLOOR ELEVATION TG OR RIM TOP OF GRATEN 1000.00 FH FIRE HYDRANT FL FLANGED TEMP. TEMPORARY COORDINATES, & LEADERS ol� E 5000.00 FLR FLOOR TOP TOP OF SLOPE STUBBED & PLUGGED LINE FOC FACE OF CURB F.S. FINISHED SURFACE TOW TOP OF WALL FT FOOT (FEET) TV TELEVISION WIRE CONCRETE CURB --- FTG FOOTING TYP. TYPICAL G CONCRETE CURB & GUTTER G GAS MAIN VC VERTICAL CURVE GB GRADE BREAK VERT (V) VERTICAL NEW ASPHALT/CONCRETE GM GAS METER WM WATER METER PAVEMENT GRD GRADE W/ WITH CURB INLET/UNDER GV GATE VALVE WT WEIGHT SIDEWALK INLET HB HOSE BIBB WWF WELDED WIRE FABRIC DRAINAGE SWALE HDPE HIGH DENSITY POLYETHYLENE YD YARD DRAIN HORIZ(H) HORIZONTAL RETAINING WALL 1777771-77,777777771 HT HEIGHT HYD HYDRANT STRAW BALE oo�zp In ROCK CHECK DAM BY MARRIOTT SPRINGFIELD, OREGON 7 GENERAL CONSTRUCTION NOTES: SEWER: WATER: NATURAL GAS: APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY 1. UNLESS spEcinCALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS, ALL CONSTRUCTION METHODS AND MATERIALS SHALL NW NATURAL GAS SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N011F1 THE CITY OF SPRINGFIELD BE IN ACCORDANCE WITH OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY OF SPRINGFIELD STANDARDS AND 202 SOUTH 18TH STREET CONTACT: MATT CONNER SPECIFICATIONS. SPRINGFIELD, OR 97477 2. THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR SHALL BE planner -__e__ CONTACT: CLAYTON MCEACHERN RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS, REQUIREMENTS AND FACTORS AFFECTING THE WORK. WHERE clW 13. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELLS,, AND OTHER STORM WATER STRUCTURES FROM BEING LACK OF DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO PHONE: 541.744.3756 RESOLVE THE ISSUE PRIOR TO PROCEEDING. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND POWER* PHONE. EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND CITY OF SPRINGFIELD UNTIL THE STE HAS lcol _01 ENGINEERING DEPARTMENT. U. 3. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND U11LI1IES AND STRUCTURES. APPEARANCE ON THESE PLANS, CENTURYLINK CONTACT: NORM PALMER COMCAST CONTACT: TOM HENERY HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES SPRINGFIELD, OR 97477 PHONE: (541) 484-8084 AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO LOCATE AND FOR ANY MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF EQUIPMENT. MATERIALS- ETC. SHOULD A PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE z x CL CONTRACTOR SHALL MET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS 0- a THAT MAY HAVE EXISTING FACILITIES AT THE SITE, TO DISCUSS THE PROTECTION OF THEIR FACILITIES. C> C>LL 4. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN ......................... PROGRESS. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO HAS THE AUTHORITY TO REPRESENT AND ACT FOR THE THE JOB SITE DURING ALL WORKING HOURS. PROJECT LOCATION: CONTRACTOR, AT 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS FROM CITY OF SPRINGFIELD AND OTHER JURISDICTIONS PRIOR TO THE START OF CONSTRUCTION. ABSENCE OF THE PERMIT MAY RESULT IN IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THE ITEMS CONSTRUCTED WITHOUT A PERMIT. VICINITY MAP 6. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEERS WITH ASBUILT DRAWINGS PRIOR To FINAL APPROVAL ALL DEVIATIONS NOT TO SCALE FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF CONSTRUCTION INCLUDING LOCATION, INVERTS, AND DEPTHS OF UTILITIES SHALL BE CLEARLY MARKED ON THE RECORD DRAWINGS. THE ENGINEER SHALL PROVIDE THE CITY ENGINEER WITH "RECORD Ad z DRAWINGS' IF REQUIRED. . 7. THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS PROVIDED PROJECT TEAM: BY OTHERS. OWNER• ARCHITECT: & THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND INSTALL TO PROPER WORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE ALKO GROUP, LLC ABBOTT ARCHITECTURE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS. CONTACT: ALPESH PATEL CONTACT: MICHAEL ABBOTT (541) 342-4804 PHONE: (206) 778-7008 9. NOTIFYTHE GOVERNUICIPALITYPHONE: IF CONSTRUCTION IS TO TAKE PLACE IN PUBLIC RIGHT-OF-WAY, THE PRO CIVIL ENGINEER: LANDSCAPE ARCHITECT: AND OBTAINALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALLDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. PRIOR M DISRUPTION OF ANY DCI ENGINEERS SCHIRMER SATRE GROUP TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE CITY OF SPRINGFIELD FOR APPROVAL NO WORK SHALL 707 W. 2ND AVENUE 375 WEST 4TH AVENUE, SUITE 201 COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. SPOKANE, WA 99201 EUGENE, OR 97401 CONTACT: MATT GIBB, PE CONTACT: RICHARD SATRE 10. A PRE -CONSTRUCTION MEE`IING SHALL BE HELD WITH THE CITY OF SPRINGFIELD CONSTRUCTION INSPECTOR PRIOR TO THE START PHONE: (509) 455-4448 PHONE: (541) 686-4540 OF CONSTRUCTION. 11. ANY CHANGES TO THE DESIGN SHALL nRST BE REVIEWED AND APPROVED BY THE DESIGN ENGINEER AND THE CITY OF UTILITY PURVEYORS: SPRINGFIELD. • Z, LLA DO VEM 12. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF SPRINGFIELD. SEWER: WATER: NATURAL GAS: APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY CITY OF SPRINGFIELD SPRINGFIELD UTILITY BOARD NW NATURAL GAS SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N011F1 THE CITY OF SPRINGFIELD 225 FIFTH STREET 202 SOUTH 18TH STREET CONTACT: MATT CONNER FOR THE REQUIRED INSPECTIONS. SPRINGFIELD, OR 97477 SPRINGFIELD, OR 97477 PHONE: 541.525.3146 planner -__e__ CONTACT: CLAYTON MCEACHERN CONTACT: BART MCKEE, PE clW 13. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELLS,, AND OTHER STORM WATER STRUCTURES FROM BEING PHONE: (541) 776-1036 PHONE: 541.744.3756 CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC OVER THE METAL FRAME DURING CONSTRUCION AND KEEPING IT IN PLACE BEENPAVED AND CLEANED. POWER* PHONE. CABLE: UNTIL THE STE HAS lcol _01 U. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS THAT MAY ACCUMULATE SPRINGFIELD UTILITY BOARD 1001 MAIN STREET CENTURYLINK CONTACT: NORM PALMER COMCAST CONTACT: TOM HENERY ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE SPRINGFIELD, OR 97477 PHONE: (541) 484-8084 PHONE (541) 228-1884 FOR ANY MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF EQUIPMENT. MATERIALS- ETC. SHOULD A LL z SPILL OCCUR, THE CONTRACTOR SHALL REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED CMIALl. IUNT lAUlU TO SET, DRY, OR BE WASHED INTO ADJACENT STORM WATER FACILITIES. CLEANING SHALL BE ON AN *AS NEEDED" BASS USING PHONE (541) 744-3715 WATER UNDER PRESSURE. SWEEPING AND WATER SHALL BE USED WHEN WATER PRESSURE ALONE WILL NOT WASH THE CONSTRUCTION DEBRIS FROM THE STREET. THE CONTRACTOR MUST PROTECT ALL EXISTING STORM WATER FACILITIES FROM DIRT/DEBRIS. 15. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL BY THE GEOTECHNICAL ENGINEER OF RECORD PRIOR TO ANY SHEET INDEX NERAL ERAL CIVIL INFORMATION----- — ------- C0.0 STORM WATER C1.0 UTILITY C2.0 CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTIU11ES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS CRITICAL TO CONSTRUCTION. 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I •���_ 43200 r v �, e I - - / // I/ �� I I I v \� T V A k c I I IIIIIIIIIII .._ ._ - - / _ o ao0 00� / / 86.43'35"III W \ ` \\\ o \ 53.00 R2 72 2Q yy "" i \ \ I I �__-__ _ - �, 53 ►�„ �M . -._ - - ,,- � // / / 13382 \ - X� � � � - _- - - - _. �-/ _ ' "'�.' W 179.38' R1 $�`� �?0 �� � \ � 1�j -, _ _ 439-`�, / l // *.� S 88'4223 `� \ \ \ NG mV --- - .gip ``�, �� � I / La - _ __ N� �� �,,�� = ` :r --- - =4 I_ - " _ 9 - - - / /ice r --, \\ ` - - - J �� -4- - -AMENT ` - 3 43 � - _s ..=-- S� -- 3� - _ _ = EPT�N#2014-013264 REFERENCE NOTES: STORM WATER NOTES: EROSION AND SEDIMENT CONTROL NOTES. �"� " 2 GENERAL EROSION CONTROL NOTES EROSION CONTROL MAINTENANCE NOTES Q PROVIDE BIOINFILTRATION SWALE. SEE LANDSCAPE PLANS FOR DETAILS. 1. STORM DRAINAGE PIPE MALL BE PVC SDR35 GRAVITY SEWER PIPE I` UNLESS NOTED OTHERWISE ON THE PLANS. CONSTRUCTION.1. AN EROSION SEDIMENTATITION ON CONTROL (ESC) PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTAOF THE ESC PLAN, AND 1. SEDIMENT BARRIERS SHALL DE INSPECTED IMMEDIATELY EACH RUNOFF -PRODUCING RAINFALL 1i PROVIDE RSC SPILLWAY FOR OVERFLOW DISCHARGE TO WETLAND. SEE MAINTENANCE, AND UPGRADING OF THE ESC FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL AND AT LEAST DAILY DURING PROLONGED RAINFALL (24 CONTINUOUS HOURS OR 48 HOURS IN ANY LANDSCAPE PLANS FOR DETAILS. 2. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY OF SPRINGFIELD, OR UNTIL VEGETATION IS ESTABLISHED ONE WEEK). SO THAT RIMS MAY BE ADJUSTED f0.5 FEET TO MATCH FINISHED THROUGHOUT THE SITE AND ACCEPTED BY THE CITY OF SPRINGFIELD, WHICHEVER IS LATER. 0 PROVIDE GIBSON STEEL SAND COLLECTOR CATCH BASIN WITH FILTER GRADE. 2. NECESSARY REPAIRS TO BARRIERS _ OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED INSERT OR APPROVED EQUAL SEE DETAIL 1 THIS SHEET. 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL_ OF ANY OF THE PROPOSED STORM WATER, GRADING, OR PROMPTLY. UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. Q CONNECT T� BUILDING ROOF DRAIN. -- 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RUNOFF -PRODUCING RAINFALL. THEY MUST 3. THE EROSION/SEDIMENTATION CONTROL MEASURES MOWN ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY X THE HEIGHT OF THE 0 PROVIDE RIP -RAP PAD AT PIPE OUTLET. CONDITIONS. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY, AND SHALL MAINTAIN AND UPGRADE FILTER FABRIC BARRIER, X THE DEPTH OF THE CUTOFF DITCH, OR % THE VOLUME OF THE THESE MEASURES AS NECESSARY TO PREVENT SEDIMENT LADEN WATER FROM EITHER FLOWING OFF SITE, OR INTO NEW/EASTING SEDIMENT POND, 0 PROVIDE 1' DEEP BIOINFILTRATION SWALE WITH VERTICAL BLOCK WALL FINAL SITE PLAN STORM WATER FACILITIES SUCH AS DRYWELLS, CULVERTS, OR GRAVEL GALLERIES, E-- 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE IS NO LONGER REQUIRED 0^ 4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL LOCATIONS USED TO ENTER SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED, AND HYDRO/HAND SEEDED OR EXIT THE PROJECT SITE. OR SODDED. 5. ANY DISTURBED AREAS, EXCEPT FOR POND 6, OTTOM AND SLOPES THAT WOULD BE LEFT BARE FOR MORE THAN 7 DAYS AND 5. ALL TEMPORARY AND PERMANENT ESC PRACTICES SfI BE MAINTAINED AND PREPARED AS NOT INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING NATIVE DRYLAND GRASS SUCH NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. AS ANNUAL RYE, OR APPROVED EQUAL AT A RATE OF 60 LBS./ACRE. 6, ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE BIOINFILTRATION SWALE A BIOINFILTRATION SWALE B BIOINFILTRATION SWALE "C" TOTAL IMPERVIOUS AREA= 0.46 AC TOTAL IMPERVIOUS AREA= 0.73 AC TOTAL IMPERVIOUS AREA= 0.28 AC BOTTOM AREA = 880 SQ. FT. BOTTOM AREA = 930 SQ. FT. BOTTOM AREA = 1050 SQ. FT. BOTTOM ELEVATION = 432.00 BOTTOM ELEVATION = 432.00 BOTTOM ELEVATION = 431.00 BERM ELEVATION = 433.50 BERM ELEVATION = 433.50 BERM ELEVATION = 438.00 SIDE SLOPE = 3:1 SIDE SLOPE = 3:1 SIDE SLOPE = VERTICAL 6. GRADED AREAS, THAT WILL BE LEFT BARE FOR MORE THAN 7 DAYS, SHALL HAVE A 'MULCH APPLIED AT A RATE OF TWO STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY ESC MEASURES ARE NO LONGER NEEDED. W THOUSAND (2,000) POUNDS PER ACRE. MULCH SHALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY PROCESSED AS A TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING OR GERMINATION INHIBITING FACTORS. IF POND CONSTRUCTION HAS BEEN FROM REMOVAL WITHOUT PERMISSION, OF THE ENG OR INSPECTOR THAT RESULT IN m HYDROSEEDING MULCH AND CONTAINING NO GROWTH AT10N N COMPLETED, INCLUDING DRAINAGE STRUCTURES, AND HAVE RECEIVED FINAL INSPECTION APPROVAL, THEY SHALL BE PLANTED. CONTAMINATION OF THE DRYWELLS SHALL BE THE TRACTOR'S SOLE RESPONSIBILITY TO REMEDY. REMEDY MAY ENTAIL DRYWELL CLEANING OR REMOVAL AND RECONSTRUCTION, Q 7. DUST CONTROL: AN APPROVED METHOD OF DUST CONTROL, MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, SHALL BE UTILIZED DURING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL OCCUR, THE CONTRACTOR SHALL REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO ADJACENT STORM WATER FACILITIES, 8. INLET PROTECTION IS TO BE PLACED ON THE RIMS OF DRYWELLS, CATCH BASINS, AND INLETS UNTIL SUCH TIME AS THE H VEGETATION ON THE SITE IS ESTABLISHED AND THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE SYSTEM IS M111GATED. 9. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELLS, AND OTHER STORM WATER STRUCTURES FROM BEING CONTAMINATED WITH SILT BY INSTALLING INLET PROTECTION 0 THE METAL FRAME DURING CONSTRUCTION AND KEEPING IT IN PLACE UNTIL THE SITE HAS BEEN PAVED AND CLEANED. 10. ALL BEST MANAGEMENT PRACTICES USED FOR STORM WATER TREATMENT CR FLOW CONTROL SHAD_ MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE. CONSTRUCTION STORM WATER EROSION AND SEDIMENT CONTROL MANUAL PUBLISHED BY OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY. m CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VER11CAL.LY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. GRAPHIC SCALE 4% x 30 0 15 30 (INFEET ) I Inch = 30 fL UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG ul C,j J it z; m V_M <N 11 04 ,6 . g a, � S � C Q W za ga I�- 0 �. i {} . � o . W w0u- 0 0 "� - T U1 o 0 z x on '0) o C M '� �- -1 s _ Q " -q N o: o _-! .5ym= z �� W (7) N a ` I N Z158 J c=o C �-£wo_s.� m 0z) \ a.0Y 1�•�QW �' v gc % W a�a� Uo w CL Lr_ I5 0 P <v- W � z z �" w 0� r13 I CL_ If. •t ©� `' . W W Ix o II �J�,�� ci w R I6 '�1 M Z z 5 us Z (9 CA 0 W CO I - J E5 m0 Z N Z (9 4m W 00 4'�veO Z <01. Z Z o c ,-A 2 � c •o 3 m S _-2 U t m _w v COL. v 0 o ,o (X LL Q � lot a (n 0 W CO I - J a m0 Z N Z (9 4m W 00 4'�veO Z <01. Z Z o c ,-A 2 � c •o 3 m S _-2 U t m _w v COL. v 0 o ,o (X (n 0 W F� J a m0 Z N Z (9 W 00 4'�veO Z <01. Z � � w p =U. J ") 0 W o? LL Q � U) Q o LL ") SHEET 11U.- STORM nE:STORM WATER PLAN SHEET NO. CI.O I A E* )11 F G I ,__ E 2 L�3 - UTILITY EASEMENT DETAIL SCALE: 1" = 10' `- -- -- � � – –437– 4 i J/ -441--- PROPOSED 16r� U77UTY Z C91VENt / fIle /114 - - ` r, —432-::: �,, c— % cr k" N 16'51'53" W TALOT 28.70' l . 1 \ f, /', A 1 i �� BPR -�pN# 2 -SON F �13� PPPRO RUNE E POE, n �E- P 4�, OF SPOOK 228, ,- 4 , t /ZV o c o c f c c c cc__���ns X S TING W X20 60, .,� � �� � / ^4�1� _._- — — '` -- -� = -� /� /i / � •� k4ft MENT S� % ' s'88 � = _ _ IRON# 2014-013264 432 _ SANITARY SEWER CONSTRUCTION NOTES: WATER CONSTRUCTION NOTES: 1. FIELD VERIFY ALL ELEVATIONS BEFORE STARTING CONSTRUCTION. 1. ALL WATER SYSTEM WORK SHALL BE IN ACCORDANCE WITH SPRINGFIELD UTIUTY BOARD GENERAL CONSTRUCTION SPECIFICATIONS FOR WATER PIPELINES. 2. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE IMTH THE CITY OF SPRINGFIELD CONSTRUCTION SPECIFICATIONS. 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVATIONS A MINIMUM OF 36" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER SPRINGFIELD UTILITY BOARD 3. ALL SIDE SEWER LINES SHALL BE 87 AS INDICATED N THE PLANS® STANDARD DRAWING W1.17. THERE SHALL BE NO HIGH POINTS IN THE PIPELINE. 4. ALL SEWER LINES AND WATER LINES SHALL BE LOCATED TO MEET STATE SEPARATION REQUIREMENTS. 3. NO UTILITIES SHALL BE INSTALLED WITHIN 5' PARALLEL TO WATER SERVICE LINES. 5. ALL SIDE SEWERS THAT THE CONTRACTOR IS UNABLE TO MAINTAIN A MINIMUM OF 18" COVER AT 4. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER WIRE (#9) ALONG THE WATER MAIN CROSSINGS OR THAT THE SIDE SEWER MUST CROSS ABOVE THE WATER, THE CONTRACTOR PIPELINE AND BROUGHT UP TO THE GROUND SURFACE INSIDE ALL VALVE BOXES. SHALL SLEEVE THE SIDE SEWER WITH CONTINUOUS 20' SECTION OF C900 PVC SEWER PIPE CENTERED ON THE CROSSING. 5. ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN ENGINEERING OR SURVEYING nRM CAPABLE OF PERFORMING SUCH WORK. fi SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034 SDR 35 OR ASTM F 789 WITH PUSH—ON JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PROVIDE TRENCHING 6. WHERE CONNECTINS REQUIRE "FIELD VERIFICATION", CONNECTION POINTS SHALL BE EXPOSED BY THE AND BEDDING PER CITY OF SPRINGFIELD STANDARD DRAWING 4-17. CONTRACTOR AND FITTINGSVERIFIED 48 HOURS PRIOR TO DISTRIBUTION OF SHUTDOWN NOTICES. 7. ALL SEWER LINES SHALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A LICENSED 7. AT ANY CONNECTION TO AN EXISTING UNE A NEW VALVE SHALL BE INSTALLED. THE VALVE MUST BE ENGINEERING OR SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK. PRESSURE TESTED AFTER CONNECTION. UTILITY NOTES: 8. WHEN FIRE FLOW WILL BE INTERRUPTED, THE CITY OF SPRINGFIELD FIRE DEPARTMENT SHALL BE OVEN 1. CONTRACTORSH ALL COORDINATE NEW PHONE, POWER AND GAS SERVICE WITH APPROPRIATE UTILITY 24 HOURS NOTICE OF TIME AND LOCATIONS AFFECTED. COMPANY. UTILITY CONSTRUCTION NOTES: 2. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINES. 1. THREE POWER POLES CURRENTLY EXIST ALONG THE NORTH EDGE OF TAX LOT 500• THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. ALL THREE POLES ARE SCHEDULED FOR REMOVAL BY SPRINGFIELD UTILITY BOARD (SUB). THE TWO . 3. SEWER LINES CROSSING POLES SHAD. BE REMOVED AT SUB'S EXPENSE, THE EASTERLY POLE SHALL BE REMOVED AT NG WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 THE PROPERTY OWNER'S EXPENSE. ALL POWER AND TELECOMMUNICATIONS SERVICES CURRENTLY HOUSED INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE SEWER UNE N THE PODS SHALL BE RELOCATED UNDERGROUND AS PART {' PHASE 1 OF THIS DEVELOPMENT. BELOW THE WATERLINE. IF THIS CANNOT BE ACHIEVED, THE SEWER URF MUST BE ENCASED 10 FEET N EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC PIPE. 2. A UTILITY EASEMENT SHALL BE RECORDED TO CAPTURE THE EXISTING ELECTRICAL VAULT NEAR THE ALL BE ADUSTABLE 0.5 FT UP OR DOWN TO MATCH FINISHED GRADE. NORTHWEST CORNER OF TAX LOT 500. SEE DETAIL THIS SHEET. 4. ALL UTILITY RIM ELEVATIONS SH - REFERENCE NA%fTES: 1Q RETAIN AND PROTECT EXISTING 8" SEWER STUB. Q CONNECT TO BUILDING SANITARY SEWER SERVICE. 11 PROVIDE NEW 3" DOMESTIC WATER SERVICE (REDUCED PRESSURE BACKFLOW ASSEMBLY IN MECHANICAL ROOM). COORDINATE WITH PLUMBING PLANS. 4Q PROVIDE NEW 6" FIRE SPRINKLER SERVICE (DOUBLE DETECTOR CHECK ASSEMBLY IN MECHANICAL ROOM). COORDINATE HATH PLUMBING PLANS. PROVIDE 1' IRRIGATION SERVICE (REDUCED PRESSURE BACKFLOW ASSEMBLY IN MECHANICAL ROOM). COORDINATE WITH PLUMBING PLANS. Q TAP INTO EXISTING 12" WATER MAIN. PROVIDE NEW ELECTRICAL SERVICE. COORDINATE WITH SPRINGFIELD UTILITY BOARD. it PROVIDE NEW NATURAL GAS SERVICE. COORDINATE HATH NORTHWEST NATURAL GAS. it TIE INTO EXISTING NATURAL GAS MAIN. PROWIiH�PHONEDE NEW CEN1l1RYUNK(PHOPIE) AND COMCAST (CABLE). Q EXISTING FIRE HYDRANT. PROVIDE NEW FIRE DEPARTMENT CONNECTION. � 11E INTO EXISTING PHONE AND CABLE LINES. l•J V\ j SPRa1 v :1 pF p5 10 REFERENCE NOTES: PROVIDE 6' GATE VALVE. PROVIDE 4" GATE VALVE. PROVIDE 3" DOMESTIC WATER METER IN 46' VAULT. 10 PROVIDE 1' IRRIGATION WATER METER. Q PROVIDE 4' FDC UNE. COORDINATE WITH PLUMBING PLANS. Q PROVIDE 6" FIRE SPRINKLER DRAIN UNE. COORDINATE WITH PLUMBING PIANS. PROVIDE TRASH ENCLOSURE DRAIN. POWER POLE TO BE REMOVED. COORDINATE WITH SPRINGFIELD UTILITY BOARD. 6 CONTRACTOR NOTE ALL EXISTING U11UTIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. F INAL SITE PLAN 11 -- Q ' ttJ z� � N GL ? hof L j cc 0IxV W LIAJ oc M 0i W � J 0 m Z O N Z o I Is .j � � Z ao W U. w p U. M it o? LL Q 0 tL Q o LL ") UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG U) W � J 0 m Z O N Z o I co .j � � Z ao Z U. w p U. M it o? LL Q 0 Q o LL ") ca :- L: o+ 0 c �# 4 O U Z o r< A co o o UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG U) W � J � m Z O N Z o W co .j Z O Z ao Z U. w p U. W o? LL Q CL Q o LL ") SPIFFY TITLE: UTILITY PLAN SHET NO. C2.0 I I 0 DRAWING SHEET INDEX (LAND U5E REVIEYV) AO -0 1 COVERSHEET A101 FIRST FLOOR PLAN A102 5EC40ND FLOOR PLAN A105 THIRD FLOOR PLAN A104 FOURTH FLOOR PLAN A105 PROTOTYPE ROOF PLAN A:210 EXTERIOR ELEVATION5 A:211 EXTERIOR ELEVATION5 E001 EXTERIOR 5UILDIN6 L16HTINC7 PROJECT TEAM @ LAND U5E REVIFYV ONNER ARCHITECT FLANNER/LANEr=CAPE ARCHITECT 5TRUCTURAL ENS WEER ALKO H05FITALITY AE350TT ARCHITECTURE, LLC 50HIMER 5ATRE GROUP DCI EN&INEER5 1651 FRANKLIN BLVD. 11511 155TH AVE NE 575 1NE5T 4TH AVE, SUITE 201 515 5 5T EUGENE, OR 91405 5UITE A450 EU6ENE, OR 91401 54JITE 1000 PHONE: Y40OVINVILLE, Y4A 95072 PHONE: 541-656-4540 5EATTLE, kNA 418101 PHONE: 206-775-1005 . PHONE: 206-181-54116 CONTACT: AL PANEL LLJ LLJ CONTACT: RICHARD SARTRE,AIC�F, A51 -A, C51 Lo c/) CONTACT: MICHAEL ABBOTT, AIA CONTACT: VANIELLE JACOBS, PE, 5E 6EOTECH EN&NEER EARTH ENOINEER5, INC. 46560 MAIN 5TFEET, 5UITE 100-1A SPRINGFIELD, OR 91475 PHONE: 541-595-6540 CONTACT: TROY HULL, F.E., G.E. C.o1\,1IL EN&INEER POI EN&INEER5 701 YNI 2ND AVENUE 5POKANE, Y4A 99201 PHONE: 509-455-4445 CONTACT: SCOTT RIVA5, PE FRANCH15E MECHANICAL ENGINEER MARRIOTT INTERNATIONAL, INC. FRANKLIN ENC71NEERINO 10400 FERNINOOP ROAD 625 4TH AVENUE BETHEWA, MP 20811 SUITE 202 PHONE: 501-350-5000 KIRKLANP, YAA 95035 PHONE: 425-527-5524 CONTACT: FRANK ERAIN, PE GENERATION 4.0 81 GUEST UNITS DECOR: PERSPECTIVES MAY 2016 PRELIMINARY PLANS MARRIOTT PROJECT #: 9281006 EUGENE/SPRINGFIELD = OREGON —U.S.A. z 0 cem z 0 U Cie 0 LLm F 0 z FINAL SITE PLAN JUL 2 il 2016 odanner- VICINTY MAP —EUGENE / SPRIh1GFlELD OREGOhI MICHAEL S AB LE, WA OF o T- < PO BOX 631 Woodinville, WA 98072 P 206.778.7008 HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene 1 Springfield, OR IN w. . . . . . . . . . . . . . . . . . . . W: . . . . . . . . W Z W c') a. w w. . . . . . . . . . . . . . . . . . . . . . . . . LLJ LLJ Lo c/) LO LO 0 o w . ad :° CL A001 Ir- 91-9" 13'-0" 13'-V 13W 61 17 13'-0" 13'-0"13'-0"-0" 13W 13!-0" 13' 13'0" 13'-0m -90 co \000 0 I I i I� I I I f Lj EXIT EXTERIOR PATIO 4011\ * - ----- ---------------------------_ - - - _»-_ ----------- 0NENTFOOD C? EXIT 50" 0 0 Iq m 00 EXIT -0 4 2 f*5HkR5 U/\\/ ELF -0.I z MEETIN& L.AUNVRY r r ROOM I I I s I (ADO) 102 Ft Fr- OFFICF- MT(2) 13 LU 0TmF1j1m-H now F-MPLOYEI=- BRZAK ROOM IRK i- - ------- ------- t ---------------------- - -------------- -4 OFFICIF- ......... FIRST FLOOR PLAN SCALE: 1/5" = 1,-0" A FORTE-COCI-16RE - -o GUEST ROOM SUMMARY - FAIRFIELD INN -AND 'SUITES -EUISEN OR Fairfield Inn and Suites LU FINAL SITE PLAN > 3001 FRANKLIN BLVD TYPE/FLOOR Ll L2 a V TYPE TOTAL C4. W. LLJ ADA KING* 1 0 0 1 2 ADA KING SUITE 0 1 0 0 1 ADA QUEEN QUEEN 0 1 0 0 1 ADA QUEEN QUEEN SUITE 0 0 1 0 1 KING 5 8 8 8 29 KING SUITE 0 4 6 6 16 QUEEN QUEEN 3 10 9 8 30 QUEEN QUEEN SUITE 0 1 0 0 1 1 FLOOR TOTAL 9 24 24 24 81 (1) ADA KING TO BE ROLL -IN SHOWER TYPE TOTAL REQUIRED ADA ROOMS (76-100 GUEST ROOMS) = 4 W/O ROLL -IN SHOWERS + I W/ROLL-IN SHOWER = 5 TOTAL TOTAL REQUIRED GUEST ROOMS W/COMMUNICATION FEATURES (76-100 GUEST ROOMS) I= 9 (IN ADDITION TO ADA ROOMS ABOVE) 0 241O z MICHAEL AB S • ` i LE, WA OF E-1171-1011M'Effi Of ae 00 < F- -1 LJ PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites LU FINAL SITE PLAN > 3001 FRANKLIN BLVD UJI JUL 2 P 2016 w p. lanner, ULJ 0 241O z MICHAEL AB S • ` i LE, WA OF E-1171-1011M'Effi Of ae 00 < F- -1 LJ PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR . . . . . . . . . . W . C4. W. LLJ Z. . . . W. . . . . . . . o o.a. CO . 0 . . . . . . _j . . . 0. W. . . . . . > . w . . . Uj NO a LO - 0 N "''': 0 uj Lo z U - V) LU Z .0 .0 Cie 0Z IL A] 01 10a 11 12 13 14 15 176'46" 1 13'o + I3'-0" ITT 14W 13W 1 T IT -V 13'-0" ITO 1 T 13'-0" 13'0 91-9" + + + + 4- q w SEGOND FLOOR PLAN SCALE: 1/5" 1,-011 A - -o GUEST ROOM SUMMARY - FAIRFIELD'INN AND SUITES EUGENE., OR Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR Ll LZ L3 L4 TYPE TOTAL w. . . . . . . CO) . . . —.._.._---i---_.._.._.._.._1._.._.._.--------j..—.._-------.....�..----------------�----.._.._.._.._.._..._._j.._.-_..—.._.------1-------------._.....�..._..—..—.._:._...�.._.__.-_..._.._..._'.:II i i i j I I I ! --------._..--I---_.-.._---..—I._.._.._..-------I-------------------1------------ I i It ! I --.._---. { I I 1 SEGOND FLOOR PLAN SCALE: 1/5" 1,-011 A - -o GUEST ROOM SUMMARY - FAIRFIELD'INN AND SUITES EUGENE., OR Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR Ll LZ L3 L4 TYPE TOTAL w. . . . . . . CO) . . . W. . . . . . . . . c, 0 w. . . . . . . . > . . . . . . . . . O. ADA KING* 1 0 0 1 2 ADA KING SUITE 0 1 0 0 1 ADA QUEEN QUEEN 0 1 0 0 1 ADA QUEEN QUEEN SUITE 0 0 1 0 1 KING 5 8 8 8 29 KING SUITE 0 4 6 6 16 QUEEN QUEEN 3 10 9 8 30 QUEEN QUEEN SUITE 0 0 0 1 1 FLOOR TOTAL 9 24 24 24 81 * (1) ADA KING TO BE ROLL -IN SHOWER TYPE TOTAL REQUIRED ADA ROOMS (76-100 GUEST ROOMS) = 4 W/O ROLL -IN SHOWERS + 1 W/ROLL-IN SHOWER = 5 TOTAL TOTAL REQUIRED GUEST ROOMS W/COMMUNICATION FEATURES (76-100 GUEST ROOMS) V 9 (IN ADDITION TO ADA ROOMS ABOVE) MICHAEL S A • LE, WA OF " Lammumm- LIJ 0 't_ M T_ < era_ 4% PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 1 97403 V) D Ll Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR . . . . . . . . . . . . . . . . . . . . w. . . . .. . . W w. . . . . . . CO) . . . W. . . . . . . . . c, 0 w. . . . . . . . > . . . . . . . . . O. w . . . . . . . . . W . . . . . Lcl) Z 0 - Lr) 0 0 LL_ z CU co .Ui z 0 .0 nof LU c/) Al 02 W-0" 0 I 13 14 15 13'-0" 91-9" - -O THIRD FLOOR PLAN 50ALE: 1/511 = T -O" I I { I� � ! I I I - 3001 FRANKLIN BLVD cr) � I I ; II � i t I I i I� � I 1 I I I I I I I 3 - -O GUEST ROOM SUMMARY - FAIRFIELDININ AND SUITES1- EUGENE, OR,, Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD TYPE/FLOOR 11:1 1 Ll L2 L3 L4] TYPE TOTAL U, z w. . . . . . . . o cr) a. ADA KING* 1 0 0 1 2 ADA KING SUITE 0 1 0 0 1 ADA QUEEN QUEEN 0 1 0 0 1 ADA QUEEN QUEEN SUITE 0 0 1 0 1 KING 5 8 8 8 29 KING SUITE 0 4 6 6 16 QUEEN QUEEN 3 10 9 8 30 QUEEN QUEEN SUITE 0 0 0 1 1 FLOOR TOTAL 9 24 24 24 81 * (1) ADA KING TO BE ROLL -IN SHOWER TYPE TOTAL REQUIRED ADA ROOMS (76-100 GUEST ROOMS) = 4 W/O ROLL -IN SHOWERS + 1 W/ROLL-IN SHOWER = 5 TOTAL TOTAL REQUIRED GUEST ROOMS W/COMMUNICATION FEATURES (76-100 GUEST ROOMS) = 9 (IN ADDITION TO ADA ROOMS ABOVE) WO 4� OFJD MICHAEL S 0 ATTLE, WA OF f -Y LU ry F-1 Ll PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene Springfield, OR W 3. W U, z w. . . . . . . . o cr) a. w w . . . 2- V) . . . . ZZ *_0 10L 1.0= Cie 0 Lr) 0 NU-I LO < z Cie LLI .0 0 w a. Al 03 m 17616" 9 13!-0n 13'-0"V I3'-0" 14W IT -O" 13'-08 IT -ow IT -00 13W IT -O" 13'-4" 13'-4m 9-90 EGA FOURTH FLOOR Pl..AN 5CALE: 1/811 = 11-011 - -o U9 GUEST ROOM SUMMARY— FAIRFIELD, INN AND SUITES --EUGENE, OR, Fairfield Inn and Suites I Marriott 3001 FRANKLIN BLVD TYPE/FLOOR Ll L2 L3 L4 TYPE TOTAL i i i � i ! I ! i li I t I I I I FOURTH FLOOR Pl..AN 5CALE: 1/811 = 11-011 - -o U9 GUEST ROOM SUMMARY— FAIRFIELD, INN AND SUITES --EUGENE, OR, Fairfield Inn and Suites I Marriott 3001 FRANKLIN BLVD TYPE/FLOOR Ll L2 L3 L4 TYPE TOTAL ADA KING* 1 0 0 1 2 ADA KING SUITE 0 1 0 0 1 ADA QUEEN QUEEN 0 1 0 0 1 ADA QUEEN QUEEN SUITE 0 0 1 0 1 KING 5 8 8 8 29 KING SUITE 0 4 6 6 16 QUEEN QUEEN 3 10 9 8 30 QUEEN QUEEN SUITE 0 0 0 1 1 FLOOR TOTAL 9 24 24 24 81 * (1) ADA KING TO BE ROLL -IN SHOWER TYPE TOTAL REQUIRED ADA ROOMS (76-100 GUEST ROOMS) = 4 W/O ROLL -IN SHOWERS + I W/ROLL-IN SHOWER = 5 TOTAL TOTAL REQUIRED GUEST ROOMS W/COMMUNICATION FEATURES (76-100 GUEST ROOMS) I= 9 (IN ADDITION TO ADA ROOMS ABOVE) �_�/ LU Planner 47 D a ® 81 16 24' z 1�!�t1-�-' E'er+ MICHAEL AB E LE, WA OF on U LJ PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites I Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR . cfl . . . . . . . . . w. 5 . . . . . . r_ - 0. 0: 2- co) z 1%0 > 0— LO 0 0 Lo _j <LL LO LU < ce Z LLP .0 0 < 0 fm Ix :n Al 04 ROOF SHADE CANOPY -LONG SECTION SCALE: 1/4" =1'-0" Referenced from 202 �y 3-D VIEW -ROOF SHADE CANOPY NO SCALE E E 4 E 36-5" (331 EQUAL SPACES BETWEEN PURLINS 4,- - V 3'-5" — _ C NOTE: SFIOntIN& PROTOTYPE ROOF FLAN FOR 50% MARRIOTT REVIDN ONLY. ROOF PLAN TO BE MODIFIED TO MATCH BUILDING LAYOUT AFTER APPROVAL OF BUILDING FLAN MODIFICATIONS ROOF PLAN FEATURES SCALE: 1/16'= 1'-0" ROOF SHADE CANOPY - PLAN SCALE: 1 /4" =1'-0" Referenced from 202 CRITERIA NOTES ARE SHOWN CATEGORIZED BY DISCIPLINE AND COULD BE INTERPRETED TO APPLY TO MORE THAN ONE DISCIPLINE. FOR EFFICIENCY, NOTES ARE ONLY SHOWN UNDER ONE PREDOMINANT DISCIPLINE. CONSULTANTS SHOULD FAMILIARIZE THEMSELVES WITH ALL CRITERIA NOTES. ARCHITECTURE: Al LOWER LEVEL ROOF AT GROUND FLOOR. A2 DECORATIVE LOUVERED ROOF COVERING AT GROUND FLOOR. A3 PORTE-COCHERE ROOF BELOW. PARAPET WALLS - SEE EXTERIOR ELEVATIONS FOR HEIGHTS AND FINISHES. INDICATE DECORATIVE EXTENSIONS AS SHOWN FROM ADJACENT WALL. A ELEVATOR OVER RUN ENCLOSURE. A6 ROOF TOP ACCESS HATCH & ACCESS HATCH CURB WHERE REQUIRED. A7 LINEN CHUTE VENT CAP. P 8 OPTIONAL SCREENED ENCLOSURE FOR ROOF TOP EQUIPMENT WHERE REQUIRED BY LOCAL JURISDICTIONS. A9 EQUIPMENT ACCESS WALKWAY. A10 PREFINISHED ALUMINUM FRAMED ROOF SHADE CANOPY. SEE DETAILS THIS SHEET. Al 1 ROOF SHADE CANOPY TOP PURLINS TO BE 2" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. Al2 ROOF SHADE CANOPY MAIN BEAMS TO BE 6"X 6" x PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. A13 ROOF SHADE CANOPY COLUMNS TO BE 6" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. A> ROOF SHADE CANOPY FRONT FASCIA TO BE 6-1/4" 3MM PREFINISHED ALUMINUM, WITH 2" RETURN TOP AND BOTTOM. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ENGINEERING: GUEST ROOM OUTDOOR AIR UNIT PLEASE NOTE. THE ROOF SHADE CANOPY IS A SIGNATURE ELEMENT FOR THE FAIRFIELD BRAND AND IS ALSO AN IMPORTANT GUEST -FACING FEATURE. CONSEQUENTLY THIS ITEM IS SHOWN WITH A HIGHER LEVEL OF CONSTRUCTION DETAIL THAN WILL BE FOUND TYPICALLY IN THIS PROTOTYPE SET. � y 7 MICHAEL S AB i r ATTLE, WA OF Uj r-� LJ PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 REFERENCE NOTES Z A. REFER TO DESIGN STANDARDS "SITE & BUILDING Q 3001 EXTERIOR" CHAPTER FOR MAIN REQUIREMENTS RELATED TO THIS SHEET. Eugene / Springfield, OR ARCHITECT IS RESPONSIBLE FOR DESIGNING PROJECT IN ACCORDANCE WITH THE ENTIRE DESIGN STANDARDS. D B. REFER TO EXTERIOR FINISH INDEX FOR ADDITIONAL Ce . . INFORMATION. O. W. > W . . . GENERAL NOTES 0 1. THE PROJECT ARCHITECT IS RESPONSIBLE FOR THE .p COMPLETE ROOF DESIGN INCLUDING BUT NOT LIMITED TO: ,.� LOCATION AND NUMBER OF ROOF DRAINS; OVERFLOW w • SCUPPERS; ROOF SLOPE PER CODE AND COORDINATED WITH SELECTED STRUCTURAL AND ROOFING SYSTEMS; a LOCATION AND DETAILING OF ALL EQUIPMENT AND ACCESS U = TO THAT EQUIPMENT, ACCESS TO THE ROOF; AND ALL LU :� :� :o a_ FLASHING. Imm 2. THE PROTOTYPE DESIGN IS BASED UPON A "FLAT ROOF" O SYSTEM, WITH VISUAL FEATURES NOTED ON THIS ROOF U PLAN TO MEET THE DESIGN INTENT. 3. THE ROOF SHADE CANOPY DETAILS ARE PROVIDED ONLY TO SHOW INTENT OF ALUMINUM FRAMING AND LAYOUT, PROJECT ARCHITECT AND CONSULTANTS ARE RESPONSIBLE FOR THE DESIGN ANDSHALL VERIFY ALL STRUCTUREQUIREMENTS. COORDINATE ROOF SHADE CANOPY DETAILS WITH ADJACENT ROOF CONSTRUCTION AS REQUIRED. CRITERIA NOTES CRITERIA NOTES ARE SHOWN CATEGORIZED BY DISCIPLINE AND COULD BE INTERPRETED TO APPLY TO MORE THAN ONE DISCIPLINE. FOR EFFICIENCY, NOTES ARE ONLY SHOWN UNDER ONE PREDOMINANT DISCIPLINE. CONSULTANTS SHOULD FAMILIARIZE THEMSELVES WITH ALL CRITERIA NOTES. ARCHITECTURE: Al LOWER LEVEL ROOF AT GROUND FLOOR. A2 DECORATIVE LOUVERED ROOF COVERING AT GROUND FLOOR. A3 PORTE-COCHERE ROOF BELOW. PARAPET WALLS - SEE EXTERIOR ELEVATIONS FOR HEIGHTS AND FINISHES. INDICATE DECORATIVE EXTENSIONS AS SHOWN FROM ADJACENT WALL. A ELEVATOR OVER RUN ENCLOSURE. A6 ROOF TOP ACCESS HATCH & ACCESS HATCH CURB WHERE REQUIRED. A7 LINEN CHUTE VENT CAP. P 8 OPTIONAL SCREENED ENCLOSURE FOR ROOF TOP EQUIPMENT WHERE REQUIRED BY LOCAL JURISDICTIONS. A9 EQUIPMENT ACCESS WALKWAY. A10 PREFINISHED ALUMINUM FRAMED ROOF SHADE CANOPY. SEE DETAILS THIS SHEET. Al 1 ROOF SHADE CANOPY TOP PURLINS TO BE 2" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. Al2 ROOF SHADE CANOPY MAIN BEAMS TO BE 6"X 6" x PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. A13 ROOF SHADE CANOPY COLUMNS TO BE 6" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. A> ROOF SHADE CANOPY FRONT FASCIA TO BE 6-1/4" 3MM PREFINISHED ALUMINUM, WITH 2" RETURN TOP AND BOTTOM. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ENGINEERING: GUEST ROOM OUTDOOR AIR UNIT PLEASE NOTE. THE ROOF SHADE CANOPY IS A SIGNATURE ELEMENT FOR THE FAIRFIELD BRAND AND IS ALSO AN IMPORTANT GUEST -FACING FEATURE. CONSEQUENTLY THIS ITEM IS SHOWN WITH A HIGHER LEVEL OF CONSTRUCTION DETAIL THAN WILL BE FOUND TYPICALLY IN THIS PROTOTYPE SET. � y 7 MICHAEL S AB i r ATTLE, WA OF Uj r-� LJ PO BOX 631 Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC, 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR r t!J W Z. W . . . O. W. > W . . . U- 0 .p 0 ,.� V i w • r-1• CL -< = �*< O Z LU :� :� :o a_ n .0 :� :o U CA 05- HIGHEST PARAPET (;?� — 5: -- 0° j OO O8 (q) 10 tOa 11 12 13 14 15 04 -FOURTH FLOOR 03 -THIRD FLOOR - - -22' - 0" 02 -SECOND FLOOR 01 -GROUND FLOOR CRITERIA NOTES CRITERIA NOTES ARE SHOWN CATEGORIZED BY DISCIPLINE AND COULD BE INTERPRETED TO APPLY TO MORE THAN ONE DISCIPLINE. FOR EFFICIENCY, NOTES ARE ONLY SHOWN UNDER ONE PREDOMINANT DISCIPLINE. CONSULTANTS SHOULD FAMILIARIZE THEMSELVES WITH ALL CRITERIA NOTES. ARCHITECTURE: Al TYPICAL GUESTROOM WINDOW @ GROUND FLOOR A2� TYPICAL. GUESTROOM WINDOW FOR UPPER FLOOR PREFERRED LOCATION FOR CHANNEL A3 LETTER SIGNAGE ON SIDES OR ENDS OF BUILDING. LOCATE AS APPROPRIATE BASED ON BUILDING ORIENTATION. VERIFY PARAPET HEIGHT OR WALL CONSTRUCTION IN THE AREA SIGN TO BE INSTALLED WILL ALLOW FOR REAR ACCESS REQUIRED FOR CHANNEL LETTER INSTALLATION AND OPERATION. DLOUVERED SUNSHADE. ALIGN AND COORDINATE REVEALS ALONG FACADE OF I/ BUILDING. SEE ENLARGED DETAILS FOR DIMENSIONS. A6 CONTINUE REVEALS ALONG EXTENDED EDGE OF BUILDING. A7 SIDE ENTRY CANOPY. SEE ENLARGED ELEVATIONS FOR DETAILS. A8 ROOF SHADE CANOPY, SEE SHEET 202 FOR DETAILS. A9� WINDOW TO BE 'FROSTED"TO, CREATED VISUAL SCREEN +� TO LAUNDRY ROOM. A10 CHANNEL LETTER SIGNAGE AT FRONT OF BUILDING. SEE SIGNAGE MANUAL - EXTERIOR SIGNAGE PACKAGE FOR REQUIREMENTS. ENGINEERING: E1 PTAC LOUVER INTEGRAL WITH WINDOW FRAME. FINISH TO MATCH WINDOW FRAME. EA5T ELEVATION (FRONT) � 50ALE 1/8" = 1'-0" � 8' 16' 24' 10 Q O O O O AO A.8 A.5 A.2 AJ CURVED METAL DECK WITH ROOF MEMBRANE OPEN PORTION OF CANOPY WITH NON STRUCTURAL HOLLOW STEEL LOWERS. CONT. ALUMINUM FASCIA ASSEMBLY ON ALL SIDES. — STRUCTURAL STEEL SUPPORT A MICHAEL S AB LE, WA Q OF p PO BOX 631 Woodinville. WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Marriott 3001 FRANKLIN BLVD C O LLj txo � IN "14— T a p`,_ 6 O: w. : : PO BOX 631 Woodinville. WA 98072 P 206.778.7008 ALKO HOSPITALITY LLC 1857 FRANKLIN BLVD EUGENE, OREGON 97403 Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD C O txo � W . W: Z: H0 p`,_ 6 O: w. : : to Z Lo Lo <1U L0 Q oe UZ " ~ 0 a � O a n W a W cn 0 0 c a� ao w Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene / Springfield, OR W . W: Z: p`,_ 6 O: w. : : to Z Lo Lo <1U L0 Q oe UZ " ~ 0 a � O a n W :a v :g W A21 0 0 m nm 15 14 13 12 11 10a 10 O OS O �6 O O O O O �a MARK TYPE LOCATIONS DESCRIPTION FC1 FIBER CEMENT SIDING PER Bt M DING ELEVATIONS W. HAft PANEL HZ10 SIDING Cry BENJAMIN MOORE'WHfTE' FC2 FIBER CEMENT SOiiiG PER BUILDING ELEi€ATEtS not Ei 1Itt Color: BM'DEEP SPACE 2125-20' FC2a FIBER CEMENT SIDING PER BUILDING ELEVATIONS Mfr: HARDi Prod6ct PANEL HZ10 SIDING Color. BM 'GRAY SHOWER 2125W FC2b FIBER CEMENT SIDING PER BUILDING ELEVATIONS SAME AS FC2 ABOVE CD . 0- FC4 FIBER CEMENT SIDING PER BUILDING ELEVATIONS Mfr. HARM! Product PANEL HZ10 SIDING Color: BM *POWELL BUFF HC -35" FC4a FIBER CEMENT SIDING PER BUILDING ELEVATIONS Mir. HARDi product PANE HZ10 SIDING Color; BM 'WILMINGTON TAN HC -34' SPI LAP SIDING PER BUILDING ELEVATIONS Mfr: HARM Product: ARTISAN LAP (T) Color. BM 'LOG CABIN 2163-10' SP2 LAP SIDING PER BUILDING ELEVATIONS Mfr: HARDi Product: ARTISAN LAP Color: BM 'NEW CHESTNUT AGS' STI STONE VENEER PER BUILDING ELEVATIONS Mfr. ELD AM Product: CLIFFSTONE Com: MESQUITE MT31PT1 METAL STEEL CANOPY AND METAL FACIA Color: BIN- 121-60 WHITE DIAMOND MT2/PT2 METAL GUEST ROOM WINtOWSPTAC GRILLE FIRST FLOOR WINDOWS & ORS, PARAPET COPING DO ColorSW 2 604 SILVERSMITH (SIM TO CLEAR ANODIZED) 05- HIGHEST PARS —53'-p° ---- 05-ROOF —42`-6" ---- 04-FOURTH FL( —32,- Of— ---- 03 -THIRD FLOOI _..:iy _-of- --- _ 02 -SECOND FL( Q� — —Ii-- 6" — — — — 01 -GROUND FLI —0" 1-1 i i i i i i i i i i i i i i i i i i i i 1NE511' ELEVATION p 8' 16' 24' CRITERIA NOTES CRITERIA NOTES ARE SHOWN CATEGORIZED BY DISCIPLINE AND COULD BE INTERPRETED TO APPLY TO MORE THAN ONE DISCIPLINE. FOR EFFICIENCY, NOTES ARE ONLY SHOWN UNDER ONE PREDOMINANT DISCIPLINE. CONSULTANTS SHOULD FAMILIARIZE THEMSELVES WITH ALL CRITERIA NOTES. ARCHITECTURE: Al TYPICAL GUESTROOM WINDOW @ GROUND FLOOR TYPICAL GUESTROOM WINDOW FOR UPPER FLOOR PREFERRED LOCATION FOR CHANNEL A3 LETTER SIGNAGE ON SIDES OR ENDS OF BUILDING. LOCATE AS APPROPRIATE BASED ON BUILDING ORIENTATION. VERIFY PARAPET HEIGHT OR WALL CONSTRUCTION IN THE AREA SIGN TO BE INSTALLED WILL ALLOW FOR REAR ACCESS REQUIRED FOR {� CHANNEL LETTER INSTALLATION AND OPERATION. A4� LOUVERED SUNSHADE. ALIGN AND COORDINATE REVEALS ALONG FACADE OF BUILDING. SEE ENLARGED DETAILS FOR DIMENSIONS. DCONTINUE REVEALS ALONG EXTENDED EDGE OF BUILDING. A7 SIDE ENTRY CANOPY. SEE ENLARGED ELEVATIONS FOR DETAILS. ROOF SHADE CANOPY, SEE SHEET 202 FOR DETAILS. A9 WINDOW TO BE "FROSTED" TO CREATED VISUAL SCREEN TO LAUNDRY ROOM. A10 CHANNEL LETTER SIGNAGE AT FRONT OF BUILDING. SEE SIGNAGE MANUAL - EXTERIOR SIGNAGE PACKAGE FOR REQUIREMENTS. ENGINEERING: E1 PTAC LOUVER INTEGRAL WITH WINDOW FRAME. FINISH TO MATCH WINDOW FRAME. 50LITH EL;.-O,:.V. ATION � SCALE 1/8" = 1'-0" 11 f - W N W W DC W O Z a MICHAEL S AB TILE, WA Q OF pg LU D Irl I PO BOX 631 Woodinville, WA 98072 P 206.778.7008 HOSPITALITY LLC 1857 FRANKLIN BLVD EUGENE, OREGON 97403 • • rtte CL V) v v W Fairfield Inn and Suites Marriott 3001 FRANKLIN BLVD Eugene I Springfield, OR CID . N [A . N. . . W W . CO . z: . pW.. o uu. a CD . 0- : W . . W . Z 14 > 0 Q W L-0: Cieo o v z '— LU •o ° Ce W X :Ix a A211 CJ EXTERIOR BUILDING LIGHTING SCALE: 1/5" = 11--0" A 0 1 1765i&' 65i+&' l 3t-Ot' ` 1Ti�. 7 i { MARKE` I IT j L 31 LE T - _} _-_--__----_-_ ______________ E Ll .i 's 64 L64' L64 r 4 � , E- r s - ----- "------__--.----------- ------------ -- -----. -------------'---- [r L64 I L64, 1.64 IN CA Y ASV i # IN x , 3 �———-———--—.----------------- . e :_64 64 L644, zoj t , E� UP [" Lo LINTS WALL T lip 201E i( I a 1 E k 31-013� 9 31-Ot' li 9 -moi , l~� s i Eugene / Springfield, OR T . � i j 7 C-01 j . N . �. W 1Ti�. 7 i { MARKE` I IT j L 31 LE T - _} _-_--__----_-_ ______________ E Ll .i 's 64 L64' L64 r 4 � , E- r s - ----- "------__--.----------- ------------ -- -----. -------------'---- [r L64 I L64, 1.64 IN CA Y ASV i # IN x , 3 �———-———--—.----------------- . e :_64 64 L644, zoj t , E� UP [" Lo LINTS WALL T lip 201E i( �F I a { i I s, - a f t s i Eugene / Springfield, OR T . ;. a -� = . N . �. W i # 6 OD Rt ul �.: d Q w J —! — . - _ .. — .. — — _ —_ _ tf . �jj — — .. __ f i _ _ NLx) i w •m U:w ._ D # - - - IN CANOPY L04 — ABV P �F Fairfield Inn and Suites - a E3 Eugene / Springfield, OR T . ;. a -� = . N . �. 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W Z W M d Q w w . . • F Lo NLx) < w •m U:w ._ D -O .a .g a 0 )E001 0 F] 541--0" 151-011 151-011 151-011 151-011 It 151-091 151-011 ie 151-011 00 --------------------------------- 7 HOTEL FORTE-00C,HERE --------------------- ----------------- c FIRST FLOORPL,4N I=ROORAMMIN& PHASE 5CALE: 1/5" = 1 `-0" F-1 �s .�D . C�) m m P. UJI to FINAL SITE PLAN JUL 2 � 2016 LU plannerA UJI w MICHAEL S AB LE, WA OF SO U-1 D 01 LU 0 G^ s' L J Woodinville, WA 98072 P 206.778.7008 ALKO HOSPITALITY. 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