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Site PlanR/W R/W R/WR/W1IVIVIVIVIVIVIVIVIVIVIVIVFLFLFLFLFLFLFLFLOHP UGPUGP UGPUGPUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGP EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EGEP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP EP WW 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W FLFLFL TTTTTTTTTTTTTT TTTTTTTTTTTTTTTT T T T T T T T T T T T T T T T T T T T TTTTTTTTTTTTTTTTTTTTTTT UGPUGP UGP UGP UGP UGP UGPUGPUGPUGPUGP UGP UGPUGPUGP UGP 8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W 6''W W 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SSGIRRGIRRGIRRGIRRGIRRGIRR GIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRR/W 4''SS 4''SS4''SS4''SSSS SS SS SSSSGIRR GIRRSDSD SDSDSD SD SD SD SD SD SD SDSDMWMWMWADRDRDDGGGGGGGMTRTTTTSSSSIRRIRRIRR26272626262626272628262726282630 2631 2 6 2 6 2626 2628262926 2 9 26 3 0 2 6 3 0 263226302629 2630 2629 2 6 2 8 2629 26302627 2627262826272628 2626262526252624 2625262626262627262826292630 2631 2632 2632 26302631 2632 2633SSMHRIM:2624.758"PVC IE-NTH:2618.526"PVC IE SE/SW:2618.90SSMHRIM:2626.648"PVC IE-STH:2612.1912"PVC IE EST:2612.1212"PVC IE WST:2612.02SSMHRIM:2628.288"PVC IE-STH:2612.7312"PVC IE EST:2612.5812"PVC IE WST:2612.47UNABLE TOLOCATE STUBFF:2627.84FF:2627.81FF:2627.76FF:2627.78FF:2627.79FF:2628.28METAL STEPSTRASHENCLOSURECONCRETERAISED CURBWALLROCK WALLN01°28'12"E 2650.18'N88°29'23"W 70.00'S88°29'18"E 730.12'N88°29'18"W 787.45'S69°05'00"E 60.47'S01°28'12"W 429.84'N01°28'12"E 2650.18'VALLEY GUTTERVALLEY GUTTERSSCOTBM-1SCRIBED "X"ELEV:2626.31'TBM-25/8" REBAR W/CAPELEV:2627.16'6''W6''W6''W6''W6''W6''WSDCBGRT:2624.216"PVC IE-NTH:2623.26SDCBGRT:2624.0612"PVC IE-SW:2620.0412"PVC IE-SE:2619.86SDMHRIM:2625.5212"PVC IE-NW:2619.3712"PVC IE-STH:2619.94SDCBGRT:2624.1012"PVC IE-NE:2620.27SDCBGRT:2627.6212"PVC IE-NTH:2621.946"PVC IE-EST:2625.1012"PVC IE-STH:2622.42SDCBGRT:2625.5912"PVC IE-NW:2622.54TRENCH DRAINTRENCH DRAINWVWVWVWVWVWVWVWVWVWMTRWVWVBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLBOLEEEEEEEEEEEEEEEMTRIBXRIM:2626.315"RCP IE-WST:2624.015"RCP IE-EST:2624.115'RCP IE-NTH:2622.7IBXRIM:2626.315"RCP IE-WST:2624.015"RCP IE-EST:2624.115'RCP IE-NTH:2622.7IBXRIM:2631.615"RCP IE-WST:2623.515"RCP IE-EST:2625.215'RCP IE-NTH:2622.726 2 7 2 6 2 8 50' INGRESS/EGRESS EASEMENTINST.No.7640090 70' WATER, UTILITY & ROAD EASEMENTINST.No.100017941 35' LANDSCAPEBUFFER25' IPCo EASEMENTINST.No.11101155520' PATHWAY EASEMENT'INST.No.11208227220' EASEMENT PROHIBIT BUILDINGSOR STRUCTURES10'IR R I G A T I O N E A S E M E N T INST. N o . 8 8 4 6 0 3 6 20' IP C o 2629APPROX. FF: 2627.8AT DOCK DOOR8' 42' 20.83 ' 30.76'45'18'90'9'9'9'1268.07'85.21'20.41'R50'5.5'6'6'9.7'33319'422.3'56.5'11' 19'6.5'11'627'17'53.4'53.65'129.87' 129.9' 70.03' 69.99'EXISTINGBUILDINGPROPOSEDBUILDINGEXPANSIONUNION PACIFIC RAILROADN. EAGLE RD.E. COMMERCIAL ST.60'70.67'16.97'25.29'32.71'15.46'R5'R5 '17'MATCHEX CURBMATCHEX CURBNEW CONCRETE AREA FORTRUCK LOADING ZONEMATCHEX CURBMATCHEX CURBCONTINUE WALKTO EX PATHEXISTINGPARKING TOREMAINDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®SCENTSY OIL STORAGE ADDITION H.O.T. 1 LLLPCZC SUBMITTALSET11-20-2020NOT FOR CONSTRUCTION - PERMIT SET 2020TLG PN:120156.00CONSTRUCTIONNOT FORTLGJCD1.REVISIONSSITE LAYOUTC100Horizontal Scale: 020'40'1" = 20'CZC Site LayoutKeynotes:Project Information:OWNER:H.O.T1, LLCCONTACT:SAM JOHNSON2701 E. PINE AVE.MERIDIAN, IDAHO 83642(208) 863-5889ARCHITECT:CUSHING TERRELLCONTACT:JOSHUA HERSEL800 W. MAIN ST., STE. 800BOISE, IDAHO 83702(800) 757-9522CIVIL ENGINEER: THE LAND GROUP, INC.CONTACT:JASON DENSMER, PE462 E. SHORE DR., SUITE 100EAGLE, IDAHO 83616(208) 939-4041LANDSCAPE ARCHITECT: CUSHING TERRELLCONTACT:ANGELA HANSEN800 W. MAIN ST., STE. 800BOISE, IDAHO 83702(800) 757-95221.ADA ACCESSIBLE PARKING. PAVEMENT MARKINGS AND SIGNAGE PER ADAREQUIREMENTS.2.PEDESTRIAN RAMP3.LANDSCAPE AREA. SEE LANDSCAPE PLAN FOR DETAILS.4.PROTECT EXISTING FIRE HYDRANT. INSTALL (2) BOLLARDS.5.CONCRETE TRUCK LOADING DOCK WALL WITH "RUB CURB"6.TRENCH DRAIN7.BIKE RACK PER DETAIL THIS SHEET. CAPACITY OF (2) BIKES PER RACKProject Metrics:#PROPERTY SIZE:PARCEL TOTAL:353,657-SF / 8.12-ACBUILDING SIZE: EXISTING20,270-SF PROPOSED EXPANSION24,343-SF TOTAL44,613-SFREQUIRED PARKING:23-EA(1-SPACE PER 2,000-SF OF GROSS FLOOR AREA PER U.D.C. 11-3C-6.B.2)PARKING SPACES PROVIDED:STANDARD SPACES45-EAADA ACCESSIBLE SPACES2-EACOMPACT SPACES0-EATOTAL47-EAREQUIRED BICYCLE PARKING:(1-SPACE PER 25 PROVIDED VEHICLE SPACES PER U.D.C. 11-3C-6.G)VEHICULAR PARKING47-EARATIO1 PER 25REQUIRED BICYCLE SPACES2-EABICYCLE SPACES PROVIDED2-EAZoning Regulations:EXISTING PROPERTY ZONING:I-L (LIGHT INDUSTRIAL) & L-O (LIMITED OFFICE)DIMENSIONAL STANDARDS PER U.D.C. 11-2C-3 FOR I-L:FRONT SETBACK:0-FTREAR SETBACK:0-FTINTERIOR SIDE SETBACK:0-FTSTREET SETBACK:35-FTLANDSCAPE BUFFERS:STREET:35-FT FROM N. EAGLE RD.10-FT FROM E. COMMERCIAL ST. (LOCAL)RESIDENTIAL USES:25-FTMAXIMUM BUILDING HEIGHT:50-FTDIMENSIONAL STANDARDS PER U.D.C. 11-2C-3 FOR L-O:FRONT SETBACK:0-FTREAR SETBACK:0-FTINTERIOR SIDE SETBACK:0-FTLANDSCAPE BUFFERS:STREET:35-FT FROM N. EAGLE RD.10-FT FROM E. COMMERCIAL ST. (LOCAL)MAXIMUM BUILDING HEIGHT:35-FT12" 6"6"1.HOOP RACK BY DERO.2.FINISH/COLOR TO BE POWDERCOATED BLACK3.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 1