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Application MaterialsApplicant name:BRAD WATSON, WADSWORTH DEVELOPMENT GROUP, LLC Phone:208-877-2211 Applicant address:166 E. 14000 S. SUITE 210, DRAPER, UT 84020 Email:brad@wadsdev.com Owner name:BRAD WATSON, WADSWORTH MERIDIAN, LLC Phone:2088772211 Fax: Owner address: 166 E. 14000 S. SUITE 210, DRAPER, UT 84020 Email:brad@wadsdev.com Administrative Applicant Information Type of Review Requested File number:A-2021-0012 Assigned Planner:Joseph Dodson Related Files: Subject Property Information Location/street address:3185 E USTICK RD Assessor's parcel number(s):S1105110030 Township, range, section:3N1E5 Agent name (e.g. architect, engineer, developer, representative):BRAD WATSON Firm name:WADSWORTH DEVELOPMENT GROUP, LLC Phone:208-877-2211 Fax: Address:166 E. 14000 S. SUITE 210 Email:brad@wadsdev.com Contact name:Phone:Fax: Contact address:Email: Project/Application Name:Eagle Landing Retail Center CZC, DES - DES, CZC Description of Work:CZC and Design Review for an 8,300 s.f., 28 feet tall, multi-tenant commercial building with a drive-thru located in the southwest corner of Eagle and Ustick in the C-G zoning district. Project Description Planning Division ADMINISTRATIVE APPLICATION 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 1 APPLICATION TYPES Is this application exempt from fees?:No Certificate of Zoning Compliance - CZC:CHECKED Does project have prior approval?:No Does your project contain new construction and/or modifications to an existing building or the site?: Yes Design Review - DES:CHECKED ADDRESS VERIFICATION Address Verification Permit Number:LDAV-2019-0395 TYPE OF USE PROPOSED Commercial:CHECKED PUBLIC WORKS INFRASTRUCTURE Does this project require the extension of public infrastructure?:No PROPERTY INFORMATION General Location:SWC of Eagle & Ustick Current Land Use:vacant Total Acreage:1.02 Acres Prior Approvals (File Numbers):A-2019-0376 and A-2020-0163 ZONING DISTRICT(S) C-G:CHECKED PROJECT INFORMATION Site Plan Date (MM/DD/YYYY):02/25/2021 Landscape Plan Date (MM/DD/YYYY):02/26/2021 Elevations Date (MM/DD/YYYY):01/15/2021 Percentage of Site Devoted to Building:18.6 % Who will own and Maintain the Pressurized Irrigation System in this Development:Owner Irrigation District:Meridian Primary Irrigation Source:city water Secondary Irrigation Source:secondary water Proposed Building Height:28 feet Existing Floor Area (If Applicable):N/A Gross Floor Area Proposed:8,278 sf Number of Standard Parking Spaces Provided:6 (15 approved previously) In Reclaimed Water Buffer:No TIME EXTENSION INFORMATION Number of months extension:24 APPLICATION DISCLAIMER I have read and accept the above terms:CHECKED Your signature:Brad Watson Application Information 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 3 795 North 400 West Salt Lake City, Utah 84103 255 South 300 West Logan, Utah 84321 Tel 801 539 8221 Tel 435 752 7031 January 15, 2021 City of Meridian Idaho CZC Checklist Narrative RE: Wadsworth Development Group – Meridian Retail Small Shops Building Narrative The site - at the corner of E Ustick Road and N Eagle Road, this site will be a multi-use pad site for different retailers and food service providers, including a health care use. For the site pad location being submitted for this approval, the building is a multi-tenant retail building with food service and a nightclub – music, food and beverage tenant. Architecturally, you may think it is easy to just design a box for retailers. Figure out the type of structure, apply some materials, divide he space up the for the tenants and put some signs on the building, you may even add an awning or two just make it look welcoming, I mean do tenants and their cust omers really care about what is outside? Our approach is much different than that, and we as a team have been working in the retail world for a very long time. Each site is unique, it offers up different challenges from typography to the city it is being located within. All of these things do matter, as we want to be a good neighbor and we want to become part of that city’s fabric, whether it’s urban or suburban or on the fringe. Retail and retailers are, in their own right, a destination; however, you need to provide a place that they enjoy and that they want to come back to. We believe we have created an understandable site design, easy to navigate, easy for servicing and easy to get and out of. We have located landscape where it will appropriately thrive and flourish, we have incorporated bike racks and provided outdoor areas for outdoor dining and seating. We hope that patrons will enjoy what they do at this site and enjoy the environment provided for them. We appreciate the Architectural Standards that the city has created to help the design of new buildings become a part of their city. They are very close to the ideas, massing and materiality that we use for all of our projects. We have provided the building step backs in plan and in elevation, the layer ing of materials in plan and elevation, massing changes in height and proportion of the uses. We have included features and added details where applicable to give the building some interest and to help it feel more approachable. We have used a lot of glazing where it will be appreciated most for the patrons and the tenants. Our material palette includes, corrugated metal, brick, man-made stone, stucco (EIFS), cementitious siding and flat metal and metal canopy structures. We are excited about our design and our client is excited about it too. We believe it has the integrity requested of by the city’s architectural standards and that the massing, proportions and materials can be used on other buildings as they are ready to be built on this site. Regards, CJ Lindberg, ICSC, ULI Creative, Design Director 8/20/2020Map Scale: Legend 0.05 Miles 2,761.61 Railroad Roads (2,000 - 4,000 scale) <all other values> Interstate Ramp Principal Arterial Collector Minor Arterial Local Parks Alley Driveway Parks Water Condos Parcels Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. 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Ustick Road (Public)N. Eagle Road (Public)BOISE & INTERURBANRAILWAY RIGHT OF WAYITD DRAINAGE EASEMENTINSTR. No. 95021100PLS 7876PLS 7876IDAHO TRANSPORTATION DEPARTMENTBRASS CAP FOR CENTERLINEOF EAGLE ROADAPPROXIMATE STATION 168+38S.32S.4S.33N. EAGLE ROAD CENTERLINE T.4N.,R.1E.,B.M.T.3N.,R.1E.,B.M.PIPEIE(E)24"CONC:2623.93'IBXGRATE:2624.04'IE(N)36"CONC:2616.81'IE(E)36"CONC:2616.71'IBXGRATE:2624.88'IE(W)36"CONC:2616.11'IE(S)36"CONC:2616.20'262226222622262226202618262026222622262226242626262426242626 2624262430' MILK LATERALNAMPA MERIDIANIRRIGATION DISTRICTSADIE CREEK COMMONS LLC.SADIE CREEK COMMONS LLC.SADIE CREEK COMMONS LLC.TRAFFIC SIGNAL POLECONCRETE SPILLWAYCONCRETE SPILLWAYIBXGRATE:2624.58'IE(W)36"CONC:2616.68'IE(E)36"CONC:2619.28'IBXGRATE:2623.76'BOLTEDNORTHEAST CORNER OF SECTION 5T.3N., R.1E., B.M.262430' MILK LATERALNAMPA MERIDIANIRRIGATION DISTRICT56'IDAHO POWER EASEMENTINSTRUMENTNo. 105082709SANITARY SEWER EASEMENTINST. No. 101135898IDAHO POWER EASEMENTINSTR. No. 105078233SECTION LINE S.5CBGRATE:2624.43'IE(N)12"PVC:2620.76'S00°00'00"E 2611.41' 400.00'495.33'TIE LINE:S01°05'59"W 41.45'S1°14'39"W S89°39'20"W 2656.46'N84°06'00"W 428.70'N84°06'00"W 51.29'CURB CUT IRRIGATION AND DRAINAGE EASEMENTIDAHO POWER EASEMENTAPPROXIMATE STATION 164+37 PRESCRIPTIVE EASEMENTCLAIMED BY NAMPA MERIDIANIRRIGATION DISTRICT FORMILK LATERALRIGHT OF WAY WARRANTY DEED INSTRUMENT No. 95093466 RESERVES UNTO THE PROPERTY OWNER 2 POINTS OF ACCESS BETWEEN HIGHWAY STATIONS 164+41.15 AND 166+25 OF STATE HIGHWAY No. 55, EAGLE ROAD.70.00'B1 LOT 2AREA:±0.39 ACRESB1 LOT 3AREA:±0.64 ACRESB1 LOT 4AREA:±0.54 ACRESB1 LOT 1AREA:±0.69 ACRESB1 LOT 5AREA:±1.02 ACRESS01°05'59"W 302.81'S89°23'16"E 58.03'S86°01'47"E 180.57'N89°39'20"E 181.46'S44°30'12"E 45.83'S01°14'39"W 305.67'S86°01'47"E 124.37'S03°58'13"W 158.00'N86°01'47"W 198.05'S01°05'59"W 32.89'N88°54'01"W 56.00'N01°05'59"E 190.49'S86°01'47"E 56.20'N89°39'20"E 35.98'S03°10'19"W 129.68'S84°06'00"E 75.00'S05°54'00"W 31.5 0 'N84°06'00"W 88.25'N84°06'00"W 54.30'N86°01'47"W 79.57'S01°14'39"W 148.15'N84°06'00"W 144.72'N89°39'20"E 145.48'S01°14'39"W 157.52'N84°06'00"W 157.51'N05°54'00"E 157.0 0 'N84°06'00"W 253.73'N81°54'00"W 24.72'N01°05'59"E 112.32'N84°06'00"W 17.45'UNPLATTEDUNPLATTED S.4S.51/4FOUND BRASS CAPCP&F INSTR. No. 113077809S.5S.321/4NORTH 1/4 CORNERSECTION 5T.3N., R.1E., B.M.Horizontal Scale: 030'60'1" = 30'Preliminary PlatPreliminary PlatforWadsworth Meridian SubdivisionLocated in Government Lot 1 in the Northeast 1/4 of Section 5Township 3 North, Range 1 East, Boise MeridianCity of Meridian, Ada County, Idaho 2020File Location:g:\2019\119025\cad\prelim plat\119025 pp swc ustick eagle.dwgLast Plotted By:jim guteDate Plotted:Monday, September 28 2020 at 11:50 AM 09/28/2020Wadsworth Meridian Subdivision Wadsworth Development Group, LLC. 3085 E. Ustick Rd. Meridian, Idaho, 836461190251 of 1Preliminary PlatVicinity Map:CALCULATED POINTWATER VALVESECTION LINEBOUNDARY LINEROADWAY CENTERLINERIGHT-OF-WAY LINEEASEMENT LINEELECTRIC VAULTFROST FREE HYDRANTGUY WIRERECTANGULAR INLETIRRIGATION BOXSANITARY SEWER MANHOLESTORM DRAIN MANHOLEFOUND 5/8" MONUMENTFOUND BRASS CAP MONUMENTPOWER POLESIGNAL MASTSSSSGIRROHPWATER LINEGRAVITY IRRIGATION LINEOVERHEAD POWER LINEGAS LINEEDGE OF PAVEMENTSANITARY SEWER LINEUNDERGROUND POWER LINEVLTIRRSDWVTIE LINEUNDERGROUND TELEPHONE LINEADJACENT PROPERTY LINECONCRETE AREACURB AND GUTTERWWUGPTTTGGR/WEPEPEXISTING GROUND CONTOURSIGNSTREET LIGHTLegend:Revisions1.Date of Issuance:Project No.:Project Milestone:----1SITENotes:1.AT THE TIME OF THIS SURVEY, THE CURRENT ZONING CLASSIFICATION IS C-G, GENERAL RETAIL AND SERVICECOMMERCIAL DISTRICT. CURRENT ZONING CLASSIFICATION, BUILDING SETBACK REQUIREMENTS, HEIGHT AND FLOORSPACE AREA RESTRICTIONS HAVE NOT BEEN PROVIDED TO THE SURVEYOR.2.THE PROPERTY DELINEATED HEREON IS LOCATED IN FLOOD ZONE X, AREA OF MINIMAL FLOOD HAZARD, AS SPECIFIEDON FEMA FLOOD INSURANCE RATE MAP 16001C0165 G WITH AN EFFECTIVE DATE OF FEBRUARY 19, 2003.3.UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE LOCATIONS SHOWN HEREON ARE BASEDUPON ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS. THE SURVEYOR MAKES NO GUARANTEE OFTHE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES.4.THE TOTAL LAND AREA OF THE SUBJECT PARCEL IS 3.29 ACRES±.5.THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE.6.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THETIME OF RESUBDIVISION.7.BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE DIMENSIONAL STANDARDS OF THE DEVELOPMENTAGREEMENT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.8.ALL LOTS WITHIN THIS SUBDIVISION ARE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THEWATER MAINS AS SHOWN HEREON ARE EXISTING.9.ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDAINSEWER DISTRICT. THE SEWER MAINS AS SHOWN HEREON ARE EXISTING.10.ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION SERVICE.11.ACCESS AND PARKING SHALL BE PROVIDED THROUGH RECIPROCAL CROSS-ACCESS AND CROSS-PARKINGEASEMENTS.12.THE SITE STORM DRAINAGE SHALL BE DESIGNED TO MEET AGENCY CRITERIA UTILIZING "BEST MANAGEMENTPRACTICES" OF DEQ.13.PARKING SHALL CONFORM TO THE ADOPTED STANDARDS OF THE CITY OF MERIDAIN, OR THE PROJECTDEVELOPMENT AGREEMENT, AS APPLICABLE.14.HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 110315.VERTICAL DATUM: NAVD 1988R1.RECORD OF SURVEY No. 6418, INSTRUMENT #104016722, RECORDS OF ADA COUNTY.R2. RECORD OF SURVEY No. 11747, INSTRUMENT #2019-018776, RECORDS OF ADA COUNTY.Referenced Survey Table:TELEPHONE RISERTCLIENT/OWNER/DEVELOPER: WADSWORTH DEVELOPMENT GROUP, LLCCONTACT: BRAD WATSONADDRESS:166 E. 14000 S. SUITE 210DRAPER, UT 84020ENGINEER, LANDSCAPE ARCHITECT, PLANNER: THE LAND GROUP, INC.CONTACT: TAMARA THOMPSON, PLANNER JIM GUTE, CIVIL ENGINEER JYL GLANCEY, LANDSCAPE ARCHITECTADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616PHONE:208.939.4041Project Information:Benchmark: THE VERTICAL RELIEF SHOWN HEREON WAS SURVEYED ON THE GROUND, CONTOURS ARE ONE FOOT INTERVALS, THEVERTICAL DATUM IS NAVD 1988, THE BENCHMARK USED WAS THE NORTHEAST CORNER OF SECTION 5, T. 3N., R.1E.,BM: ELEAVTION = 2627.17, NAVD 88 DATUM.N Cajun Lane (private)09/28/2020 GIRREPSDSDSDSDSDSDEPEP WWW SSSSWWWWWWWWWWWWWWWWWWWSD SDSDSDSDMWSDSDMWWMTREPEP36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWWGIRRSDSDSDSDSDSDWWW SSSSWWWWWWWWWWWWWWWWWWWSD SDSDSDSDMWSDSDMWWMTRSDMTR1.5''WFSFSFSFSCOPROPOSEDBUILDING3.98' 2'6.28'2.67'2.67'30' GRAVITY IRRIGATIONEASEMENT LINE4.33' 4' 3.67'3.33'4.33' 3.33' 3.33' 4.33' 3.34' 3.67'4'8.33' 9.67' 8.83'9.67'16.09'17.46'9.5'15.33'14.27'3.81'31.5'3.34' 5.33' 63'25'6.67'68.91'63'24.72'6.29'31.5'6.5' 1.83'6.28'24.49'2.11'14.21'5.5' 22.75' 2'5.5'NOT-A-PART. REFERTO THE EAGLECOMMONS AT USTICKAND EAGLE PROJECTNOT-A-PART. REFERTO THE VILLASPORT- MERIDIAN PROJECTNOT-A-PART. REFERTO THE VILLASPORT- MERIDIAN PROJECTNOT-A-PART. REFERTO THE EAGLECOMMONS AT USTICKAND EAGLE PROJECTNOT-A-PART. REFERTO THE EAGLECOMMONS AT USTICKAND EAGLE PROJECTNOT-A-PART. REFERTO THE EAGLECOMMONS AT USTICKAND EAGLE PROJECT19'19'54'. 6 EQ. SPACESAT 9' APART.TYP.1234567'9.17'8'7Project Information:PROPOSED RESTAURANT/BAR/RETAIL BUILDINGCLIENT/OWNER/DEVELOPER: WADSWORTH DEVELOPMENT GROUP, LLCCONTACT: BRAD WATSONADDRESS:166 E. 14000 S. SUITE 210DRAPER, UT 84020PHONE:801.748.4088EMAIL:BRAD@WADSDEV.COMARCHITECT: DESIGN WEST ARCHITECTSCONTACT: CJ LINDBERGADDRESS: 255 S 300 WLOGAN, UT 84321PHONE:435.752.7031EMAIL: CJL@DESIGNWESTARCHITECTS.COMENGINEER, LANDSCAPE ARCHITECT, PLANNER: THE LAND GROUP, INC.CONTACT: TAMARA THOMPSON, PLANNER JIM GUTE, CIVIL ENGINEER MATTHEW T. ADAMS, LANDSCAPE ARCHITECTADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616PHONE:208.939.4041EMAIL:JAMES@THELANDGROUPINC.COMProject Calculations:PARKING STALLS REQUIRED: 17 STALLS (8278/500 (1 STALL PER 500 SQ. FT. OF GROSSFLOOR AREA))PARKING STALLS PROVIDED: 21 TOTAL (6 (19-FT X 9-FT) STALLS PER THIS PROJECT. 12(19-FT X 9-FT) STALLS, AND 3 ADA STALLS PER THE EAGLE COMMONS AT USTICK ANDEAGLE PROJECT.)BICYCLE PARKING STALLS REQUIRED: 1 PER 25 PARKING STALLSBICYCLE PARKING STALLS PROVIDED: 4PROPOSED BUILDING SIZE: +/- 8278 SQ. FT.PROPERTY/LOT SIZE: 44,458 SQ. FT. OR +/- 1.02 ACRESSETBACKS: SEE PLANEASEMENT LOCATIONS: SEE PLANSite Plan Notes:1.ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISESPECIFIED.A.ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUNDSPRINKLER SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLYZONED FOR REQUIRED WATER USES.B.THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGEWITH HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE.C.EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS.D.INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TOPROVIDE WATER TO RESPECTIVE HYDRO-ZONES.E.ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED.MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS:E.A.PRECISE INDIVIDUAL STATION TIMINGE.B.RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATESE.C.AT LEAST ONE PROGRAM FOR EACH HYDROZONEE.D.SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFFE.E.POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVEDWATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDEWATER TO RESPECTIVE HYDRO-ZONES.Automatic Underground Irrigation Notes:Material Legend:Keynotes:1.FIRE HYDRANT - NOT A PART. REFERENCE THE EAGLE COMMONS AT USTICK ANDEAGLE PROJECT.2.ELECTRICAL LUMINAIRE AND POLE - NOT A PART. REFERENCE THE VILLASPORT -MERIDIAN PROJECT.3.TRASH ENCLOSURE, SEE DETAILS 1, 2 & 3/C1.00 & 1 & 2/C1.50.4.PARKING STALL MARKING. COLOR, TYPE, WIDTH, AND FINISH TO MATCH STALLMARKINGS FOUND ON THE EAGLE COMMONS AT USTICK AND EAGLE PROJECT.5.DRIVE-THRU LANE DELINEATION MARKING6.BICYCLE RACK. SEE DETAIL 3/C1.50.7.LANDSCAPE IRRIGATION DOMESTIC WATER POINT OF CONNECTION WITH METERAND BACKFLOW PREVENTION DEVICE. SERVICE TEE'D FROM WATER STUB FORBUILDING PAD, PER MERIDIAN CITY STANDARD SPECIFICATIONS ANDREQUIREMENTS.LANDSCAPE AREASEE LANDSCAPEPLAN SET L1.00SERIESSTANDARD GRAYCONCRETEFLATWORKCALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.HEAVY DUTYCONCRETE PAVINGASPHALT PAVING 6-IN VERTICAL CURB AND GUTTER PER ACHD SUP SD-701#Horizontal Scale: 020'40'1" = 20'CZC-Site PlanFile Location:g:\2019\119025\cad\_shops building pad (oasis restaurant & jamba juice)\119025 czc c1.00 site plan.dwgLast Plotted By:james leoDate Plotted:Tuesday, December 8 2020 at 03:46 PM CZC12/10/2020SHOPS BUILDING at Eagle Commons Ustick & Eagle Meridian, Idaho119025CZCC1.00Site PlanRevisions1.Date of Issuance:Project No.:Project Milestone:----16' 1'2'8"8"8"(1) #5 REBARGROUT SOLIDCMU WALL CAP(1) #5 REBAR(VERT.) AT 32"O.C. GROUTSOLID(1) #5 X CONT.FINISH GRADE2'6" DEPTH CONCRETESLABCMU WALL6" DEPTH CRUSHEDAGGREGATE BASE- TYPE 1 (3/4" MINUS)PER ISPWC SECTION8024" DEPTH CRUSHEDAGGREGATE BASE -TYPE 1 (3/4" MINUS)PER ISPWC SECTION802(2) #5 BAR(2) #5 BARS CONT.NOTE:1.VERIFY LOCATION OFUNDERGROUNDUTILITIES PRIOR TODRILLING FORCONCRETEFOUNDATIONS.Scale: NTSTrash Enclosure - Section26'CMU WALL CAPSTRUCTURAL 'B' DECK FULLY WELDED TO TUBE FRAME,PRIME COAT APPLIED - FINISH WITH PAINT. COLOR SELECTIONBY OWNER.SWING LATCHCANE BOLTNOTE:1.VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETEFOUNDATIONS.Scale: NTSTrash Enclosure - Front Elevation13'-6"3'1'-4"6"ROUND CONCRETE CAPPAINT TWO COATS EXTERIORENAMEL - COLOR SELECTIONBY OWNER6" DIA. STEEL PIPECONCRETE FILLEDCEMENT WASH SLOPED 1"ABOVE PAVINGFINISH GRADE16" DIA. CONCRETE FOUNDATION6" DEPTH CRUSHED AGGREGATEBASE - TYPE 1 (3/4" MINUS)PER ISPWC SECTION 802NOTE:1.VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS.Scale: NTSTrash Enclosure - Bollard3CONSTRUCTIONNOT FOR File Location:g:\2019\119025\cad\_shops building pad (oasis restaurant & jamba juice)\119025 czc c1.00 site plan.dwgLast Plotted By:james leoDate Plotted:Tuesday, December 8 2020 at 03:29 PM CZC12/10/2020SHOPS BUILDING at Eagle Commons Ustick & Eagle Meridian, Idaho119025CZCC1.50Site DetailsRevisions1.Date of Issuance:Project No.:Project Milestone:----112'18'1'-4"2'-4"6'6'STEEL GATES6" DIA. STEEL BOLLARDFILLED WITH CONCRETECONCRETE CONTROLJOINTS8" CMU WALLSLOPENOTE:1.VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETEFOUNDATIONS.Scale: NTSTrash Enclosure - Top View11"6"2"1"1-3/8"CL3"ELEVATIONPLANROUND CONCRETE CAP6" DIA. STEEL PIPECONCRETE FILLED EMBEDDEDINTO CONCRETE FOOTING. (FOOTINGSIMILAR TO BOLLARD DETAIL)8" CMU WALL2-1/2" SQUARE X 3/16" THICK STEELTUBE. FINISH WITH PAINT - COLORSELECTION BY OWNER.WELDED CONTINUOUS HINGE. FINISHWITH PAINT - COLOR SELECTIONBY OWNER.8" CMU22 GAUGE CORRUGATED GALVANIZEDSHEET METAL SIDING. FINISH WITH PAINT- COLOR SELECTION BY OWNER.2-1/2" X 2-1/2" x 3/16" THICK STEELANGLE, DIAGONAL BRACE2-1/2" SQUARE X 3/16" THICK STEELTUBE. FINISH WITH PAINT - COLORSELECTION BY OWNER.6" DIA. STEEL PIPE CONCRETE FILLED.FINISH WITH PAINT - COLOR SELECTIONBY OWNERNOTE:1.VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO DRILLING FOR CONCRETE FOUNDATIONS.Scale: NTSTrash Enclosure - Gate Supports212" 6"6"1.HOOP RACK BY DERO.2.FINISH/COLOR PER OWNER SELECTION.3.SPACING REQUIREMENTS PER MANUFACTURER'S SPECIFICATIONS.4.INSTALLATION PER MANUFACTURER'S SPECIFICATIONS.NOTES:CORE DRILL 4" DIA. x 6" DEEP.FILL HOLES WITH HIGH STRENGTH 2PART EPOXY GROUT.4"CONCRETE FLATWORK PER PLANS3'4" DEPTH OF CRUSHEDAGGREGATE BASE COURSEPER ISPWC SECTION-8000Scale: NTSBike Rack 3CONSTRUCTIONNOT FOR B3 A-201 C1 A-201 B1 A-201 A1 A-201 A A B B C C D D E E F F G G 33 22 1 1 26'-4"24'-0"24'-0"24'-0"27'-5 1/4"21'-3 3/8" OPEN TO GRADE 1'-4 5/8"2'-0"11'-4"11'-4"2'-0"9"22'-7"8"2'-0"19'-9"2'-3"4'-8"17'-4"2'-0"2'-0"6'-8"6'-8"4'-0"2'-8"5'-5 1/4" 1'-2 3/4" 9'-4"9'-4" 1'-4 5/8" 1'-3 3/8"8'-10"17'-6"2'-0"11'-2"11'-2"2'-2"1'-4 5/8"2'-0"26'-4"5'-6"4'-10 1/4"3'-6 1/2"12'-7 1/4"2'-2 3/4"52'-10"C2 A-301 C4 A-301 A2 A-301 C2 A-302 C4 A-302 A2 A-302 TENANT B 103 TENANT A 100 RESTROOM 101 LANDLORD ROOM 102 100'-0" 147'-0 5/8"26'-4"26'-6"14'-4"9'-8"8'-10"11'-8"6'-11 1/4"17'-6 3/4"3'-8 5/8"24'-0"2'-4"2'-8"26'-6"2'-0" 13'-10 1/4"7'-1 3/8"OPEN TO GRADE8'-11 1/2"100'-0"8'-5 3/8"10'-2 3/8" 99'-8" 99'-8" 100'-0"2'-0"A.1 A.1 H G F E D C B A J 100A AA 103A CC 103B GG 103CHH103D-103E HMA 103F HMA 103G - 102 HMA 100B HMA A-411 A4 W6A W6AW8G 10.01 D4 A-301 • SEE WALL TYPES FOR FINISH SHEATHING. TAPE AND SAND GYP WHERE USED. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFROMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. • HOLLOW METAL FRAME AND ALUMINUM WINDOW TYPES ARE SHOWN ON SHEET SERIES A-570. DIMENSIONS TO FRAMES WILL BE TO OUTSIDE EDGE OF FRAME. SEE BOTH THE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR ALL WINDOW TYPE REFERENCES • SEE SHEET SERIES G-003 & A-611 FOR ALL FIRE WALLS, SMOKE WALLS, WALLS TO CEILING LEVEL, SOUND WALLS • FEC = FIRE EXTINGUISHER IN SEMI-RECESSED CABINET • INDICATES INTERIOR ROOM ELEVATIONS ON SHEET REFERENCED • ROLLER SHADES PER FINISH PLANS 1t Z1/Y-123 # © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:31 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 PLAN - DIMENSION, ANNOTATION, FINISH A-101NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, IDMARK DESCRIPTION 10.01 LADDER GENERAL NOTES KEYNOTES # • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. • ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 1/8" = 1'-0" A1 PLAN - DIMENSION, ANNOTATION, FINISH NORTH MARK:DATE:DESCRIPTION: B3 A-201 C1 A-201 B1 A-201 A1 A-201 A A B B C C D D E E F F G G 33 22 1 1 C2 A-301 C4 A-301 A2 A-301 C2 A-302 C4 A-302 A2 A-302 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"A.1 A.1 116'-4 7/8" 128'-0" 123'-4" 125'-4" 123'-4"125'-4"124'-8"125'-4"123'-4"125'-4"120'-8"122'-4" 122'-4" 119'-4" 120'-8" 120'-8" 121'-8"121'-8"125'-4" 1/8" / 1'-0"1/4" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/4" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/4" / 1'-0"1/8" / 1'-0"1/8" / 1'-0"1/4" / 1'-0"1/8" / 1'-0"08.03 23.01 23.0123.0123.0123.0123.01 22.05 22.05 22.05 22.05 C4 A-561 A3 A-561 A3 A-561 A3 A-561 A3 A-561 A3 A-561 A3 A-561 A3 A-561 23.01 A3 A-561 23.01 119'-9 1/2" 15.03 D4 A-301 © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:33 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 ROOF PLAN A-161NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, IDMARK DESCRIPTION 08.03 ROOF ACCESS HATCH 15.03 2'x2' ROOF WALKWAY PADS 22.05 ROOF DRAIN; SEE DETAILS A4 & B4 / A-561 - SEE MECHANICAL DRAWINGS 23.01 ROOF TOP UNIT - SEE MECHANICAL GENERAL NOTES KEYNOTES # • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTERFORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. • CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. • ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 1/8" = 1'-0" A1 ROOF PLAN NORTH MARK:DATE:DESCRIPTION: B3 A-201 C1 A-201 B1 A-201 A1 A-201 A A B B C C D D E E F F G G 33 22 1 1 26'-4"24'-0"24'-0"24'-0"27'-5 1/4"21'-3 3/8" OPEN TO GRADE 1'-4 5/8"2'-0"11'-4"11'-4"2'-0"9"22'-7"8"2'-0"19'-9"2'-3"4'-8"17'-4"2'-0"2'-0"6'-8"6'-8"4'-0"2'-8"5'-5 1/4" 1'-2 3/4" 9'-4"9'-4" 1'-4 5/8" 1'-3 3/8"8'-10"17'-6"2'-0"11'-2"11'-2"2'-2"1'-4 5/8"2'-0"26'-4"5'-6"4'-10 1/4"3'-6 1/2"12'-7 1/4"2'-2 3/4"52'-10"C2 A-301 C4 A-301 A2 A-301 C2 A-302 C4 A-302 A2 A-302 TENANT B 103 TENANT A 100 RESTROOM 101 LANDLORD ROOM 102 100'-0" 147'-0 5/8"26'-4"26'-6"14'-4"9'-8"8'-10"11'-8"6'-11 1/4"17'-6 3/4"3'-8 5/8"24'-0"2'-4"2'-8"26'-6"2'-0" 13'-10 1/4"7'-1 3/8"OPEN TO GRADE8'-11 1/2"100'-0"8'-5 3/8"10'-2 3/8" 99'-8" 99'-8" 100'-0"2'-0"A.1 A.1 H G F E D C B A J 100A AA 103A CC 103B GG 103CHH103D-103E HMA 103F HMA 103G - 102 HMA 100B HMA A-411 A4 W6A W6AW8G 10.01 D4 A-301 • SEE WALL TYPES FOR FINISH SHEATHING. TAPE AND SAND GYP WHERE USED. • SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFROMATION • SEE REFLECTED CEILING PLANS FOR ADDITIONAL FINISH INFORMATION • KEYNOTES: THE FIRST TWO NUMBERS REPRESENT THE RELATED CSI MASTER FORMAT DIVISION. THE SECOND SET OF NUMBERS REPRESENTS AN IDENTIFYING MARK VALUE. NOT ALL VALUES MAY BE USED OR OCCUR IN THE DOCUMENT SET. ADDITIONALLY, KEYNOTES RETAIN THEIR ASSIGNED VALUE UNIVERSALLY THROUGHOUT THE SET. THE KEYNOTES LISTED BELOW, REPRESENT THE KEYNOTES FOUND AND UTILIZED ON THIS SHEET AND EACH LIST WILL DIFFER RESPECTIVE TO ITS' SHEET. THEREFORE, BASED ON ACTUAL KEYNOTES UTILIZED ON A GIVEN SHEET OF DRAWINGS, GAPS IN THE SEQUENCING WILL OCCUR. • HOLLOW METAL FRAME AND ALUMINUM WINDOW TYPES ARE SHOWN ON SHEET SERIES A-570. DIMENSIONS TO FRAMES WILL BE TO OUTSIDE EDGE OF FRAME. SEE BOTH THE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR ALL WINDOW TYPE REFERENCES • SEE SHEET SERIES G-003 & A-611 FOR ALL FIRE WALLS, SMOKE WALLS, WALLS TO CEILING LEVEL, SOUND WALLS • FEC = FIRE EXTINGUISHER IN SEMI-RECESSED CABINET • INDICATES INTERIOR ROOM ELEVATIONS ON SHEET REFERENCED • ROLLER SHADES PER FINISH PLANS 1t Z1/Y-123 # © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:31 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 PLAN - DIMENSION, ANNOTATION, FINISH A-101NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, IDMARK DESCRIPTION 10.01 LADDER GENERAL NOTES KEYNOTES # • LEGAL: THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT ARE COMPOSED OF SETS OF DRAWINGS AND SPECIFICATIONS, AND THEREFORE SHALL BE USED AND MAINTAINED IN THEIR ENTIRETY. ANY CONTRACTOR, SUBCONTRACTOR, VENDOR OR PARTY PARTICIPATING IN OR BIDDING ON THIS PROJECT SHALL BE EXPECTED TO PERFORM DUE DILIGENCE TO ENSURE THEIR BID, WORK PERFORMED, AND MATERIALS PROVIDED CONFORMS TO THE INFORMATION PROVIDED WITHIN ANY AND ALL SHEETS OF DRAWINGS AND SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ANY SUBSEQUENT ADDENDA OR CLARIFICATIONS THAT MAY BE ISSUED RELEVANT TO THEIR SCOPE OF WORK.PROJECT SCOPE MAY BE DEFINED WITHIN SPECIFICATIONS AND/OR DRAWINGS. ADDITIONALLY, DRAWINGS MAY NOT BE RE-SCALED WHEN PRINTED, WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE, AND LARGER SCALE DRAWINGS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ANY DEVIATION FROM OR CONFLICT WITHIN THE DRAWINGS AND/OR SPECIFICATIONS, MUST BE SUBMITTED TO AND APPROVED BY THE ARCHITECT BEFORE CONTINUING THAT PORTION OF WORK. • CONTRACTOR SHALL VERIFY LAY-OUT OF STRUCTURAL, MECHANICAL, AND ELECTRICAL. • ALL INTERIOR DIMENSIONS ARE TO/FROM FACE OF STUD / MASONRY. ALL EXTERIOR DIMENSIONS ARE TO/FROM FACE OF GRID/FOUNDATION. DIMENSIONS MARKED 'CLEAR' OR 'CLR' ARE FROM FACE OF FINISH TO FACE OF FINISH AND SHALL BE MAINTAINED AND CANNOT BE FIELD ADJUSTED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. 1/8" = 1'-0" A1 PLAN - DIMENSION, ANNOTATION, FINISH NORTH MARK:DATE:DESCRIPTION: GIRRSDSDSDSDSDSDWWW SSSSWWWWWWWWWWWWWWWWWWWSD SDSDSDSDMWSDSDMWWMTR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWW3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR 3''PIRR 3''PIRR 3''PIRR3''PIRRGIRR SDSDSDSDSDSDWWW SSSSWWWWWWWWWWWWWWWWWWWSD SDSDSDSDMWSDSDMWWMTRSDMTR1.5''WFSFSFSFSCOPROPOSEDBUILDING36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWW3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR3''PIRR 3''PIRR 3''PIRR 3''PIRR3''PIRR 11111115.5'5.5'3.98' 3.34' 3.17' 2' 2'6.28'2.67'2.67'30' GRAVITYIRRIGATION EASEMENT LINE(2) GA(2) PB2(1) AA(4) HB2(2) GA(4) HB2(1) AA(1) PB2(2) GA(1) AA(4) HB2(3) PB2(10) JS(3) PB2(1) MS(42) EUMS (1)PB2 (5)(4) HB2(1) AA(2) GA(2) ACAC (3)(2) GA(1) AA(4) HB2(3) PB2GA (1)HB2 (2)(2) HB2222333PB2 (1)AA (1)(5) SR(3) SR(16) SR(1) AA(4) HB2(2) PB2LM (2)PH (4)HB (3)(4) EU(1) LS2EU (4)(1) LS2(9) PH(4) LM2(12) EU(5) LS2Landscape Requirements:PER MERIDIAN, IDAHO CITY CODE:PERIMETER LANDSCAPING (11-3B-8-C-1)ONE (1) TREE PER THIRTY-FIVE (35) LINEAR FEET WITH SHRUBS, LAWN, OR OTHERVEGETATIVE GROUND COVER.PERIMETERTREES REQUIREDTREES PROVIDEDWEST PERIMETER (54 L.F.)2 TREES (54/35 =1.54)2 TREESSOUTH PERIMETER (234 L.F.)7 TREES (234/35=6.69)2 TREES*EAST PERIMETER (91 L.F.)3 TREES (91/35=2.6)3 TREES*FIVE (5) LESS TREES PROVIDED AT SOUTH PERIMETER LANDSCAPE STRIP BECAUSE OF THENEIGHBORING PROPERTY TO THE SOUTH AND THEIR PROPOSED TREE LOCATIONS. SEEVILLASPORT- MERIDIAN PROJECT PLAN SET FOR MORE INFORMATION. HOWEVER, SEVEN (7)TREES ARE PROPOSED AGAINST AT SOUTH FACADE OF BUILDING TO ACCOUNT FOR LOSS.INTERIOR PARKING LOT (11-3B-8-C-2)ONE (1) TREE AND LOW SHRUBS, LAWN, OR OTHER VEGETATIVE GROUND COVER PER EACHINTERIOR PLANTER THAT SERVES A SINGLE ROW OF PARKING SPACES.AREATREES REQUIREDTREES PROVIDED4 INTERIOR ISLANDS4 TREES4 TREESLandscape Calculations:NUMBER OF STREET TREES AND LINEAL FEET OFSTREET FRONTAGERESIDENTIAL SUBDIVISION TREESACREAGE AND PERCENTAGE DEDICATED FOR COMMONOPEN SPACEACREAGE AND PERCENTAGE DEDICATED FORQUALIFIED OPEN SPACENUMBER OF TREES PROVIDED ON COMMON LOT(S)WIDTH OF STREET BUFFERSWIDTH OF PARKING LOT PERIMETER LANDSCAPE STRIPBUFFER WIDTH BETWEEN DIFFERENT LAND USESTOTAL NUMBER OF TREES AND TREE SPECIES MIXMITIGATION FOR REMOVAL OF EXISTING TREES N/A - PROJECT DOES NOTFRONT A ROAD, BUT RATHERA PRIVATE DRIVE.N/AN/AN/AN/AN/A2-FT MINIMUMPROVIDED DUE TO FUTURESHARED DRIVEWAY/CROSSACCESSN/A19 TREES, 4 SPECIESMIXN/AProject Information:PROPOSED RESTAURANT/BAR/RETAIL BUILDINGCLIENT/OWNER/DEVELOPER: WADSWORTH DEVELOPMENT GROUP, LLCCONTACT: BRAD WATSONADDRESS:166 E. 14000 S. SUITE 210DRAPER, UT 84020PHONE:801.748.4088EMAIL:BRAD@WADSDEV.COMARCHITECT: DESIGN WEST ARCHITECTSCONTACT: CJ LINDBERGADDRESS: 255 S 300 WLOGAN, UT 84321PHONE:435.752.7031EMAIL: CJL@DESIGNWESTARCHITECTS.COMENGINEER, LANDSCAPE ARCHITECT, PLANNER: THE LAND GROUP, INC.CONTACT: TAMARA THOMPSON, PLANNER JIM GUTE, CIVIL ENGINEER MATTHEW T. ADAMS, LANDSCAPE ARCHITECTADDRESS: 462 E. SHORE DR., SUITE 100 EAGLE, ID 83616PHONE:208.939.4041EMAIL:JAMES@THELANDGROUPINC.COMA.IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.B.CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANYDEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO EXISTING UTILITIESSHALL BE CONTRACTOR'S RESPONSIBILITY.C.ALL PLANT MATERIAL SHALL CONFORM TO THE CURRENT AMERICAN ASSOCIATION OFNURSERYMAN'S NATIONAL STANDARD SPECIFICATIONS.D.ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNINGAT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEADOR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES ATNO COST TO THE OWNER.E.FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE INACCORDANCE WITH SITE GRADING PLAN.F.FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITYPER MANUFACTURER'S RECOMMENDATIONS.G.ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS AND CONTRACTSPECIFICATIONS.H.ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS AMINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO ASMOOTH AND UNIFORM GRADE 3" BELOW SURFACE OF WALKS AND CURBS IN PLANTINGBED AREAS, AND 1/2" IN LAWN AREAS.I.IN ALL PLANTER BED AND LAWN AREAS, THE TOP 6 INCHES OF TOPSOIL WILL BEAMENDED AT A RATIO OF 3 CUBIC YARDS OF COMPOST/ORGANIC MATTER PER 1000SQUARE FEET. ROTO-TILL ORGANIC MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.ALL TREE PITS SHALL BE A MIX OF SEVEN PARTS TOPSOIL (AS SPECIFIED IN THESENOTES) AND THREE PARTS COMPOST/ORGANIC MATTER, BY VOLUME.J.ALL NON-TURF PLANTERS SHALL RECEIVE 3" DEPTH 1" PERMABARK MULCH.K.CONTRACTOR SHALL COORDINATE PLANTING WITH IRRIGATION CONTRACTOR.L.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE WRITTEN CONSENT OF THELANDSCAPE ARCHITECT.M.LANDSCAPE REPAIR ASSOCIATED WITH PROPOSED WET AND DRY UTILITY TRENCHINGAND INSTALLATION WITHIN EXISTING LANDSCAPED AREAS SHALL MATCH EXISTINGGRADES, SLOPES AND MAINTAIN EXISTING DRAINAGE PATTERNS.N.ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLERSYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIREDWATER USES.O.IRRIGATION SYSTEM SHALL BE FULLY FUNCTIONAL, INCLUDING CONTROL SYSTEM,PRIOR TO INSTALLATION OF ANY PLANT MATERIAL.P.REFER TO TREE PLANTING DETAIL, SHEET L1.00 FOR ADDITIONAL INFORMATION.Q.REFER TO SHRUB PLANTING DETAIL, SHEET L1.00 FOR ADDITIONAL INFORMATION.R.NO TREES SHALL BE PLANTED WITHIN 10' OF ANY ACHD STORM DRAIN UTILITY,INCLUDING PIPES, INLETS, SAND AND GREASE TRAPS, AND MAN HOLES.S.NO TREES SHALL BE PLANTED WITHIN 5' OF ANY CITY WATER SERVICE.T.SOURCE OF IRRIGATION TO BE FROM THE PRESSURE IRRIGATION SYSTEM OF THEVILLASPORT - MERIDIAN PROJECT AND THE EAGLE COMMONS AT USTICK AND EAGLEPROJECT.Landscape Notes:DECIDUOUS TREESBOTANICAL / COMMON NAMESIZECONTAINERQTYREMARKSAAACER FREEMANII `ARMSTRONG` / FREEMAN MAPLE2" CAL.B&B7CLASS II, MATURITY: 40`H X 15`WACACER PLATANOIDES `COLUMNARBROAD` / PARKWAY MAPLE2" CAL.B&B5CLASS II, MATURITY: 40`H X 25`WLS2LIQUIDAMBAR STYRACIFLUA `SLENDER SILHOUETTE` / COLUMNAR SWEET GUM2" CAL.B&B7CLASS II, MATURITY: 30`H X 6`WFLOWERING TREESBOTANICAL / COMMON NAMESIZECONTAINERQTYREMARKSMSMALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE2" CAL.B&B2CLASS I, MATURITY: 20`H X 15`WSHRUBSBOTANICAL / COMMON NAMESIZECONTAINERQTYREMARKSEUEUONYMUS JAPONICUS `GREENSPIRE` / GREENSPIRE UPRIGHT EUONYMUS5 GAL.62MATURITY: 6`H X 2`WGAGAILLARDIA X GRANDIFLORA `ARIZONA SUN` / BLANKETFLOWER1 GAL.11MATURITY: 1`H X 1`WHBHESPERALOE PARVIFLORA `BRAKELIGHTS` TM / BRAKELIGHTS RED YUCCA1 GAL.5MATURITY: 3`H X 2`WHB2HELICTOTRICHON SEMPERVIRENS `BLUE OATS` / BLUE OAT GRASS1 GAL.26MATURITY: 2.5`H X 2`WJSJUNIPERUS SCOPULORUM `SKYROCKET` / SKYROCKET JUNIPER5` HT.B&B10MATURITY: 12`H X 3`WLMLAVANDULA ANGUSTIFOLIA `MUNSTEAD` / MUNSTEAD ENGLISH LAVENDER1 GAL.6MATURITY: 1`H X 1`WPB2PINUS STROBUS `BLUE SHAG` / BLUE SHAG WHITE PINE2 GAL.20MATURITY: 3`H X 4`WPHPENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS1 GAL.13MATURITY: 2`H X 2`WSRSCHIZACHYRIUM SCOPARIUM `BLUE PARADISE` TM / PRAIRIE WINDS LITTLE BLUESTEM GRASS1 GAL.24MATURITY: 3`H X 2`WPLANT SCHEDULEMaterial Legend:TURF SODLANDSCAPE PLANTINGSHRUB BED AREA. 3"DEPTH 1" PERMABARKROCK MULCH.Landscape Keynotes:1.PLANTER CUT EDGE, SEE DETAIL 3/L1.00.2.LANDSCAPE NOT A PART. SEE EAGLE COMMONS AT USTICK AND EAGLE PROJECT.3.LANDSCAPE NOT A PART. SEE VILLASPORT - MERIDIAN PROJECT.CALLOUT NUMBERS COORDINATEDTO NUMBERED NOTES BELOW.#Horizontal Scale: 020'40'1" = 20'CZC-Landscape PlanFile Location:g:\2019\119025\cad\_shops building pad (oasis restaurant & jamba juice)\119025 czc l1.00 landscape plan.dwgLast Plotted By:james leoDate Plotted:Tuesday, December 8 2020 at 03:54 PM CZC12/10/2020SHOPS BUILDING at Eagle Commons Ustick & Eagle Meridian, Idaho119025CZCL1.00Landscape PlanRevisions1.Date of Issuance:Project No.:Project Milestone:----1NOTES:1.THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR ISRESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAINSTRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONEYEAR WARRANTY PERIOD.2.IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TONOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING.3.LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TOINSTALLATION OF PLANT MATERIAL.4.WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THESTANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITHGALVANIZED NAILS TO PREVENT SLIPPAGE.5.WATER TREE TWICE WITHIN THE FIRST 24 HOURS.6.IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPEARCHITECT IMMEDIATELY.PREVAILING WIND DIRECTIONREMOVE DEAD/DAMAGED BRANCHES AND PRUNE TOINTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS;IMPROPERLY PRUNED TREES (AS DETERMINED BY THELANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED.SET ROOTBALL ON NATIVE UNDISTURBED SUBSOILCOMMERCIAL SLOW RELEASE FERTILIZER TABLETSBACKFILL WITH SOIL PLANTING MIX. SEESPECIFICATIONS FOR ADDITIONAL INFORMATION.MULCH LAYER, KEEP MULCH 3" AWAY FROMTRUNK2" x 2" x 8' CEDAR STAKE - DO NOT PENETRATE ROOTBALL.SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND.RUBBER CINCH TIEFINISH GRADEROOT PROBESOIL LINEUTILIZE SOIL/ROOT PROBE AROUND TRUNK(APPROX. 3-4" AWAY FROM TRUNK) TO LOCATEHIGHEST ROOTS. HIGHEST ROOTS SHOULD BEPOSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL.REMOVE BURLAP, TWINE, AND WIRE BASKET FROM TOP12 OF ROOTBALL, REMOVE ALL NAILS, TIES, AND PLASTICFROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TOWRAP THE ROOTBALL, IT SHALL BE COMPLETELYREMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BELEFT ON THE BOTTOM OF THE ROOTBALL.2x ROOTBALL DIAMETER3x ROOTBALL DIAMETER6"TREE WRAP TRUNK PROTECTION,REMOVE AFTER INSTALLATION3"1Deciduous Tree PlantingScale: NTS4" MIN. DEPTH BACKFILL WITH SOIL PLANTINGMIX. SEE SPECIFICATIONS FORADDITIONAL INFORMATION.WATER RETENTIONBASINMULCH LAYERCOMMERCIALFERTILIZER TABLETS3Shrub PlantingScale: NTSMULCH ATPLANTER BEDSTOPSOILCUT EDGETURFFINISHGRADE4"8"75 °30°2Planter Edge Cut EdgeScale: NTS12/08/2020 FINISH FLOOR 100'-0" 3 2 1 A2 A-301 A2 A-302 B.O. CANOPY 112'-4" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0" T.O. PARAPET C.5 123'-4" E1 M1 S1 M2 E2 B2 B1 T1 M1 M2 T.O. BRICK 104'-8" M2 M2 M2 F1 FINISH FLOOR 100'-0" ABCDEFG C2 A-301 C4 A-301 C2 A-302 C4 A-302 B.O. CANOPY 112'-4" T.O. PARAPET A 119'-4" T.O. PARAPET B 120'-8" T.O. PARAPET C 121'-8" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0" V1 C1 S2 C1 T2 E1 A1 M1 E1 E1 B1 B2 M1 E2 E2 B2 B1 M1 M2 M1 M2 E1 M2 A.1 T.O. STONE 110'-0" 104'-8" T.O. BRICK M2 M2 M2 C1 P2 P1 F1 F1 D4 A-301 FINISH FLOOR 100'-0" 321 A2 A-301 A2 A-302 B.O. CANOPY 112'-4" T.O. PARAPET A 119'-4" T.O. PARAPET B 120'-8" T.O. PARAPET E 128'-0" V1 S2 V1 E1 M2 E1 C1 C1 T.O. PARAPET C.1 122'-4" 110'-0" T.O. STONE 2 102'-8" T.O. STONE 1 M2 M2M2 T2 F1 FINISH FLOOR 100'-0" A B C D E F G C2 A-301 C4 A-301 C2 A-302 C4 A-302 B.O. CANOPY 112'-4" T.O. PARAPET A 119'-4" T.O. PARAPET B 120'-8" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0"T.O. PARAPET C.5 123'-4" M1 S1 E1 E3 E1 S1 E2 S3 E1 C1 M2 V1 C1 T3B2B1 T.O. PARAPET C.1 122'-4" A.1 M2 M2 T1 T1 M2 M2 M2 M2 T1 T1 M2 M2 T3 T3 M2 E1E1 E2 B1 B2 D4 A-301 © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:39 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 EXTERIOR ELEVATIONS A-201NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, ID1/8" = 1'-0" B3 ELEVATION WEST 1/8" = 1'-0" C1 ELEVATION NORTH KEYNOTES # MARK DESCRIPTION A1 AWNING - BLACK CANVAS B1 FULL FACED BRICK RUNNING COURSE B2 FULL FACED BRICK SOLDIER COURSE C1 CONCRETE - PRECAST E1 POLYMER-BASED EXTERIOR FINISH SYSTEM - FINISH: PAINT IVORY WHITE E2 POLYMER-BASED EXTERIOR FINISH SYSTEM - FINISH PAINT BUTTER CREAM E3 POLYMER-BASED EXTERIOR FINISH SYSTEM - FINISH: PAINT RUSTIQUE F1 FUTURE TENANT SIGNAGE, PROVIDE J-BOX PER ELECTRICAL DRAWINGS M1 CURRAGATED METAL PANEL - FINISH RUSTIC RAW HIDE M2 BRAKE METAL TRIM/FASCIA - FINISH: PAINT MATTE BLACK M3 METAL SOFFIT - FINISH: PAINTED BLACK P1 PAINTED HSS MEMBER - FINISH: CLEAR ANNODIZED COAT P2 PAINTED HSS MEMBER - FINISH MATTE BLACK S1 FIBER CEMENT SIDING - FINISH: PAINT COLOR COBBLESTONE S2 FIBER CEMENT SIDING - FINISH: PAINT COLOR TIMBER BARK S3 FIBER CEMENT SIDING - FINISH: PAINT COLOR AGED PEWTER T1 FIBER CEMENT TRIM - FINISH: PAINT COLOR COBBLESTONE T2 FIBER CEMENT TRIM - FINISH: PAINT COLOR TIMBER BARK T3 FIBER CEMENT TRIM - FINISH: PAINT COLOR AGED PEWTER V1 VENEER - EL DORADO STONE 1/8" = 1'-0" B1 ELEVATION EAST 1/8" = 1'-0" A1 ELEVATION SOUTH MARK:DATE:DESCRIPTION: FINISH FLOOR 100'-0" 321 A2 A-301 A2 A-302A-341 A2 A-341 A3 B.O. CANOPY 112'-4" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0" T.O. PARAPET C.5 123'-4" T.O. BEARING 2 116'-0" 1/4" 1'-0" ø 1'-6" FINISH FLOOR 100'-0" 3 2 1 A2 A-301 A2 A-302 A-341 A4 A-341 A5 TENANT A 100 T.O. PARAPET B 120'-8" T.O. PARAPET C.1 122'-4" T.O. BEARING 1 113'-0" 1/4" 1'-0" 23.01 ø 1'-6" FINISH FLOOR 100'-0" A B C D E F G C2 A-301 C4 A-301 C2 A-302 C4 A-302 A-342 A3 A-342 A4 LANDLORD ROOM 102 TENANT A 100 B.O. CANOPY 112'-4" T.O. PARAPET A 119'-4" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0" T.O. PARAPET C.1 122'-4" A.1 T.O. BEARING 1 113'-0" D4 A-301 FINISH FLOOR 100'-0" 3 2 1 A2 A-301 A2 A-302 B.O. CANOPY 112'-4" T.O. PARAPET C 121'-8" T.O. PARAPET D 125'-4" T.O. PARAPET C.1 122'-4" T.O. BEARING 2 116'-0" T.O. BEARING 1 113'-0" © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:42 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 BUILDING SECTIONS A-301NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, ID1/8" = 1'-0" C2 BUILDING SECTION 1/8" = 1'-0" C4 BUILDING SECTION 1/8" = 1'-0" A2 BUILDING SECTION MARK:DATE:DESCRIPTION:1/8" = 1'-0" D4 BUILDING SECTION FINISH FLOOR 100'-0" 3 2 1 A2 A-301 A2 A-302 A-343 A4 A-343 A5 B.O. CANOPY 112'-4" T.O. PARAPET D 125'-4" T.O. PARAPET C.1 122'-4" T.O. BEARING 2 116'-0" 1/4" 1'-0"ø 1'-6"8"FINISH FLOOR 100'-0" 3 2 1 A2 A-301 A2 A-302 A-343 A3 A-343 A2 B.O. CANOPY 112'-4" T.O. PARAPET D 125'-4" T.O. BEARING 2 116'-0" 1/4" 1'-0"ø 1'-6" FINISH FLOOR 100'-0" A B C D E F G C2 A-301 C4 A-301 C2 A-302 C4 A-302 A-342 A5 TENANT A 100 B.O. CANOPY 112'-4" T.O. PARAPET A 119'-4" T.O. PARAPET B 120'-8" T.O. PARAPET C 121'-8" T.O. PARAPET D 125'-4" T.O. PARAPET E 128'-0" A.1 D4 A-301 © COPYRIGHT DESIGN WEST ARCHITECTS 202154321 A B D C design westarchitects255 SOUTH 300 WEST795 NORTH 400 WESTLOGAN UT 84321SALT LAKE CITY UT 84103PROJECT #: DRAWN BY: CHECKED BY: ISSUED:1/13/2021 6:23:44 PMWADSWORTH - OASIS / JAMBA JUICE3085 EAST USTICK ROAD420665 NIELSON ZETTERQUIST 2.5.2021 BUILDING SECTIONS A-302NOT FOR CONSTRUCTIONWADSORTH DEVELOPMENT GROUPMERIDIAN, ID1/8" = 1'-0" C2 BUILDING SECTION 1/8" = 1'-0" C4 BUILDING SECTION 1/8" = 1'-0" A2 BUILDING SECTION MARK:DATE:DESCRIPTION: BENJAMIN MOORE PAINTS - EIFS 01 SEASPRAY CC-250 METALS - 01 (CORRUGATED METAL SIDING) (ACCENT DETAIL AT COLUMN AND CORNICE) BRIDGER STEEL - RUSTIC RAWHIDE CULTURED STONE - 01 EL DORADO STONE - STACKED STONE - DRY CREEK FACE BRICK - 01 ENDICOTT - EXECUTIVE IRON SPOT CEMENT BOARD - 01 JAMES HARDIE - TIMBER BARK CEMENT BOARD - 02 JAMES HARDIE - COBBLE STONE CEMENT BOARD - 03 JAMES HARDIE - AGED PEWTER METALS - 02 (CANOPY, CORNER FEATURE, SOFFIT) BERRIDGE - MATTE BLACK STOREFRONT / SIGN TRELLIS - 01 CLEAR ANODIZED STOREFRONT / SIGN TRELLIS - 02 BLACK BENJAMIN MOORE PAINTS - EIFS 02 BUTTER CREAM CC-260 BENJAMIN MOORE PAINTS - EIFS 03 (ACCENT) IVORY WHITE CC-130 BENJAMIN MOORE PAINTS - EIFS 04 RUSTIQUE AF-275 COLORS AND MATERIALS BOARD 01-15-21 A - CMB 3D VIEW FROM THE NORTHEAST 01-15-21 A - VIEW 01 3D VIEW FROM THE NORTHWEST 01-15-21 A - VIEW 02 3D VIEW FROM THE SOUTHWEST 01-15-21 A - VIEW 03 3D VIEW FROM THE SOUTHEAST 01-15-21 A - VIEW 04