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Site PlanLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD S SPI PIPIPIPIPIPIPI PI 8'' W8'' W8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD 6'15'7'PROPOSED BUILDING S SPI PIPIPIPIPIPIPI PI 8'' W8'' W8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS8'' SS LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD 5'81' 7'25'12'5'8'9'9'5'9'18'TYP.9' 9' 9' TYP. R5 . 5 ' 21'3.5'3.5'R3.5'R3.5' 28.4'15.5' 16.4'22'72'31'9'9'18' TYP. 7'9'TYP72'72'9'9'19' TYP. 19' TYP.9'TYP.9'TYP.26' R 3 'R3'9'9'27'81'81'81'R2.5'R10.5 ' R2.5'R10.5'8.7' 8.7'25'9'18' TYP.9'TYP.R3' R3'R3' R3'9'9'26' 19' TYP. 19' TY.9'TYP.9'TYP.5'17.9'9'TYP.26'15.5'26.6' 33.6'72.7'25.7' 32' 32' 15.4'9'25.5'83.6'26.5'72.7'183'26.2'49.9'22.5' 22.5'9'TYP.17.9' TYP.9'26' 26' 7' R 5 ' R 3 '15.4' 17.9' 15.4' 7'6.4' 7.1'10'4.8'15.7'13'5'13'26'18.5'45.5'24.3'15.5' 15.5' R3' 29.8'7'7'7'7'5' 5' 5'7'7'22.3'R25'R11.9'R 2 5 'R11.5 '6'6'20.9' 25.5' 25.5'R4.5'R4.5 ' 3.5'9.5'8'7'94.2'8.9'10.5'7' 7' 7' 7' 7'9'5'5'4'4'3'-1"95 8"338"2 3 8" O.D. TUBING SURFACE FLANGE MOUNT GROUND LEVEL 5'-23 8" IN-GROUND ANCHOR MOUNT 8"3"WEIR = C2 INV. I N = B PROFILE VIEW6"0.2'BAFFL E = C 1 10' (TYP.) INFILTRATION TRENCH SCHEDULE SEEPAGE BED FINISH GRADE (FG) TOP SYSTEM (T) LENGTH (L) WIDTH (W) DEPTH (D) BOTTOM ROCK (B) BOTTOM SAND (18" MIN.) (BS) GROUND WATER (SHGWE) INF RATE (IN HR)SOILS VOLUME REQUIRED (FT3) (100YR)+15% VOLUME PROVIDED (FT3) 1 2657.31-2658.47 2656.00 47.00 25.00 7.00 2649.00 2647.50 2640±2.40 POORLY GRADED GRAVEL W/ SAND 3290.00 3290.00 2 2661.06-2661.69 2657.00 72.00 35.00 7.00 2650.00 2648.50 2644±2.40 POORLY GRADED GRAVEL W/ SAND 7025.00 7056.00 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN) AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE MATERIAL STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT. 18.0" 4.0" 3.0" SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION 12.0" 4.0" 2.5" LIGHT DUTY BIKE RACK DETAIL SITE INFORMATION TOTAL LOD AREA: 67,575.30 SF (1.55 AC) PROPOSED BUILDING ·TOTAL BUILDING FOOTPRINT: 17,880+/- SF ·TOTAL BUILDING AREA (ALL FLOORS): 75,960 +/- SF ·MAXIMUM BUILDING HEIGHT: 64'-0" ZONING REQUIREMENTS ·ZONING: CITY C-G, GENERAL COMMERCIAL ·BUILDING SETBACKS: - FRONT = 0' - REAR = 0' - SIDES = 0' ·LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' NOTES 1.DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2.RADII ARE 3' UNLESS OTHERWISE NOTED. PARKING INFORMATION ·PARKING STALLS REQUIRED: 72 ·ON SITE PARKING STALLS PROVIDED: 75 ·OFF-SITE PARKING STALLS : 60 ·*HANDICAP STALLS REQUIRED: 5 ·**HANDICAP STALLS PROVIDED: 5 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 1 VAN ACCESSIBLE STALLSHORROC K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' CONCRETE LEGEND LOD LIMIT OF DISTURBANCE (LOD) ENGINEER HORROCKS ENGINEERS 901 PIER VIEW DR. SUITE 205 IDAHO FALLS, ID 83402 CONTACT: LEITH SHEETS, PE PHONE: 208-522-1223 DEVELOPER B&T HOSPITALITY MGT, LLC 901 PIER VIEW DR. SUITE 201 IDAHO FALLS, ID 83402 PHONE: 208-535-3408 EX. FIRE HYDRANTSTREET BPROPOSED CONCRETE SIDEWALK, TYP. BIKE STALLS SEE LANDSCAPE ARCHITECT PLANS 2 BIKES PER STALL, TYP. SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE. DUMPSTER PAD IN SCOPE OF PARKING CZC.STREET CSTREET B EX. FIRE HYDRANT CONCEPT EXHIBIT CS101 DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |HYATT PLACE EAGLE VIEW LANDINGMERIDIAN, IDAHONOT FOR CONSTUCTION 2.11.2020 NOT FOR CONSTRUCTION - PRELIMINARY DESIGN2019 06.29.17 11:09 PM | H:\!2019\ID-1812-1906 Hyatt Hotel at Eagle View\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1812-1906-HYATT CZC.dwg MBC LTS 9 9 9 7 8 8 8 8 9 11 11 9 7 10 12 6 STAIRS WITH RAILING RAMP WITH RAILING RAMP WITH RAILING TBD STAIRS WITH RAILING PROPOSED CONCRETE SIDEWALK, TYP.5.5'5'