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7 -Site PlanGIRREPSDSDSDSDSDSDEPEP 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: