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Site Plan Pic-1500 GAL. 90" PROVIDE GRADE RINGS AS NECESSARY 12" PRE -MANUFACTURED PERFORATED ADS N-12 (12- MAX.). SET FLUSH PVC ASTM D 3034 PIPE OR APPROVED EQUAL. WITH FINISH GRADE. PERFORATIONS ON TOP (1/2 OF PIPE ONLY) . \T, I -' :�j 12" SOLID WALL PVC ASTM D 3034 PIPE EXTENDED 5' INTO DRAIN ROCK NO O TnP (1F < BOTTOM OF PROFILE VIEW EXCAVATE MIN. 1.5' INTO FREE DRAINING SANDS AND GRAVEL (TYP.) SEE NOTE 4 NOTE: BID ALTERNATE #1: LIMITS OF OF SAND LAYER (LENGTH/WIDTH) CAN MATCH LIMITS OF ROCK LAYER CONST. GROUND WATER OBSERVATION WELL WITH METAL CAP AND LOCK PER ACHD SUPPLEMENTAL DRAWING NO. ACED SD-627. �11 I o o o o 0o 'o"C,='6 ch-o_'o-o o o o o 11 11 1.5"-2" WASHED T} DRAIN ROCK I 2' (D) 15J1.5' DEPTH STM C-33 SAND 1.5' MIN 1 FOOTPLATE 0 20' 40' SCALE: 1" = 20' LEGEND CONCRETE LOD- LIMIT OF DISTURBANCE (LOD) 5'-28" ENGINEER 2$'O.D. TUBING HORROCKS ENGINEERS 901 PIER VIEW DR. 98" SUITE 205 IDAHO FALLS, ID 83402 SURFACE M CONTACT: LEITH SHEETS, PE FLANGE MOUNT PHONE: 208-522-1223 GROUND LEVEL DEVELOPER MM B&T HOSPITALITY MGT, LLC aIT IN -GROUND ANCHOR MOUNT -A_ 901 PIER VIEW DR. M SUITE 201 IDAHO FALLS, ID 83402 BIKE RACK DETAIL PHONE:208-535-3408 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE LIGHT DUTY HEAVY DUTY ASPHALTIC CONCRETE 2.5" 3.0" CRUSHED AGGREGATE BASE 4.0" 4.0" STRUCTURAL SUBBASE 12.0" 18.0" COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION SEE PAVEMENT SUBGRADE PREPARATION SECTION 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 SECTION 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. SITE INFORMATION TOTAL LOD AREA: 67,575.30 SF (1.55 AC) LOT AREA: 85,059.79 SF (1.95 AC) PROPOSED BUILDING • TOTAL BUILDING FOOTPRINT: 17,880+/- SF • TOTAL BUILDING AREA (ALL FLOORS): 75,960 +/- • 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' INFILTRATION TRENCH SCHEDULE BOTTOM VOLUME TOP BOTTOM GROUND VOLUME SEEPAGE FINISH GRADE LENGTH WIDTH DEPTH SAND INF RATE REQUIRED BED (FG) SYSTEM (L) (W) (D) ROCK (18" MIN.) WATER (IN HR) SOILS (FT') PROVIDED (T) (B) (SHGWE) (FT) (BS) (100YR)+15% POORLY GRADEDGRAVEL 1 2657.31-2658.47 2656.00 47.00 25.00 7.00 2649.00 2647.50 2640± 2.40 3290.00 3290.00 W/SAND POORLY GRADED 2 2661.06-2661.69 2657.00 72.00 35.00 7.00 2650.00 2648.50 2644± 2.40 7025.00 7056.00 GRAVEL W/SAND PARKING INFORMATION • PARKING STALLS REQUIRED: 152 (1 STALL PER 500 GSF) • ON SITE PARKING STALLS PROVIDED: 75 • OFF -SITE PARKING STALLS: 77 • 'HANDICAP STALLS REQUIRED: 6 • "HANDICAP STALLS PROVIDED: 6 NOTES: PER ADA REQUIREMENTS " INCLUDES 1 VAN ACCESSIBLE STALLS NOTES 1. DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2. RADII ARE 3UNLESS OTHERWISE NOTED. HORROCKS i II�II E N G I N E E R S W LU ry Q Cz_ G J LU I..L a_ I z O U 1 W z O O LL O Cushing Terrell cushingterrell.com 800.757.9522 0 Z W U w a J w� W Q r _LU � o L W © 2019 1 ALL RIGHTS RESERVED NOT FOR CONSTUCTION 21 FEB 2020 DRAWN BY I MBC CHECKED BYILTS REVISIONS CONCEPT EXHIBIT CS101 0629.171109PM I H:A12019AID-1812-1906 Hyatt Hotel at Eagle ViewVProject DataA02 CADA2. 03 Sheet FilesVConcepts&ExhibitsAID-1812-1906-HYATT CZC dwg