REVISED Site PlanGIRRSDSDSDSDSDSDEPEP WWW
SSSSWWWWWWWWWWWWWWWWWWW36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWWSD
SDSDSDSDMWSDSDMWWMTREPEPEP36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWWGIRRSDSDSDSDSDSDWWW
SSSSWWWWWWWWWWWWWWWWWWW36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRR36''GIRRGIRRWWWWWWSD
SDSDSDSDMWSDSDMWWMTRSD1.5''WFSFSFSFSCOCO2'6.28'30' GRAVITY IRRIGATIONEASEMENT LINE4'8'12.67'31.5'63'6.67'
63'6.28'5.5'
5.5'
54'. 6 EQ. SPACESAT 9' APART.TYP.1234567'724.6'2.05'24.65'3.96'31.5'6.28'20.79'
3.29'
20.52'
16.88'2.5'68.94'14.31'25'19'5.5'19'17.54'2.5'3.33'2.5'
3.17'
3.79'
3.16'2.17'3.05'6.84'
6.84'
7.34'8'
20.71'PROPOSEDBUILDINGNOT-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 PROJECTProject 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:Site Plan Notes: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 PLAN1.ALL DIMENSIONS ARE MEASURED TO FACE OF CURB UNLESS OTHERWISESPECIFIED.Automatic Underground Irrigation Notes: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.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-701Horizontal 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:Thursday, February 25 2021 at 05:29 PM
CZC02/26/2021SHOPS 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:Thursday, February 25 2021 at 05:29 PM
CZC02/26/2021SHOPS 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