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REVISED CZC Site Plan1 2 4 5 6 7 8 A B C D y1 x2 x1 x3 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLO D LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNN SSDSDSDSDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SDSD PROPOSED SAND AND GREASE TRAP #1 PROPOSED SAND AND GREASE TRAP #2 PROPOSED SAND AND GREASE TRAP #4 STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN LINE S S SSS S S S S S S SSDSDSDWWWW8'' W8'' WPIPIPIPIPIPIPIPI PI PI PI PI PI PIPIPIPISD8'' WSSSSSSSSSS SS SS SSSSPIPIPIPIPIPI12'' SDSD8'' W 8'' W 8'' W 8'' W 8'' W8'' W8'' W8'' WEXISTING 6" SEWER SERVICE EXISTING 4" DOMESTIC WATER SERVICE EXISTING 6" FIRE SERVICE EX. STORM DRAIN INLET PROPOSED BUILDING ±135,800 SF EX. 8" WATER LINE EX. 8" SEWER LINE EX. 6" PRESSURE IRRIGATION LINEEX. 8" SEWER LINEEX. 6" PRESSURE IRRIGATION LINEEX. 8" WATER LINEEXISTING INFILTRATION BED FOR COMMON IMPROVEMENTS 72'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'38'45'9'90'9'90'9'90'18'72'9'70'17'25'38'25'38'25'8'19'30'17'18'20'9' 9'20'9'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'18'9'18'9'18'9'18'9'18'9' 9'20'20'9'18.5'9'18.5'9' 9'20'99'9'108'19' 19' 28.5' 7.5'8.5' 19' 7.5' 120.2' 12.4' 7.5' 41.9' 28.3' 23.5'40'25'40'25'40'25'40'25'40'25'20' 23.5'40'25'40'25'40'25'40'25'40'25'20'20'25'18'72'6'81'16'20'25'9'81'6'81'16'20'26'72'6'81'16'17'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'20'9'23.5'11'108'9'81'9'108' 78'30'EX. STORM DRAIN LINE EX. FIRE HYDRANT ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP ADA RAMP PROPOSED TRASH ENCLOSURE PER ARCHITECTURAL PLANS ROAD B ROAD CROAD AFUTURE IMPROVEMENTS FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS FUTURE IMPROVEMENTS ICCU IMPROVEMENTS 2 1 A B C D 2 2 1 1 E RETAIL IMPROVEMENTS INFILTRATION BED #2 INFILTRATION BED #3 INFILTRATION BED #4 12.4'63'78'54'65.2'32.2'98.7'26.5'9'54'9'30'9'81'9' 16.6'23.5' 9.3' 23.5'15.5'23.9'39.3'25.9'39.4'64'30'54'25'68'30' INFILTRATION BED #1 INSTALL SIX BIKE RACKS (TWELVE STALLS) PER CITY OF MERIDIAN STANDARDS INSTALL SIX BIKE RACKS (TWELVE STALLS) PER CITY OF MERIDIAN STANDARDS 70'15' R25'R2 5 ' PROPOSED SAND AND GREASE TRAP #3 H:\!2019\ID-1600-1902 BVA Intuit Building - Eagle View Landing\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1600-1902 CZC Site Plan.dwg - Layout1 - 4/24/2020 12:39pm, hallie.runyan 1 5 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE C PROJECTCHECKEDD B A #2 3 4 2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-5100HO R R O C K SEN G I N E E R SN 0 40'80' SCALE: 1" = 40' SITE INFORMATION TOTAL LOD AREA: 305,850 SF (7.02 AC) PROPOSED BUILDING ·TOTAL BUILDING FOOTPRINT: 33,500+/- SF ·TOTAL BUILDING AREA (ALL FLOORS): 148,760+/-SF ·MAXIMUM BUILDING HEIGHT: 41'-0" ·MAXIMUM ALLOWABLE BUILDING HEIGHT: 76'-4" (NOT INCLUDING MECHANICAL SCREEN) 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' PARKING INFORMATION ·PARKING STALLS REQUIRED: 272 ·PARKING STALLS PROVIDED: 569 ·*HANDICAP STALLS REQUIRED: 12 ·**HANDICAP STALLS PROVIDED: 8 ·BICYCLE PARKING STALLS REQUIRED: 23 ·BICYCLE PARKING STALLS PROVIDED: 24 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS THE OTHER 4 REQUIRED ADA STALLS WILL BE CONSTRUCTED WITH THE DEVELOPMENT TO THE WEST OF THE SOUTHERN LOT. NOTES 1.DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2.RADII ARE 3.0' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE ASPHALT: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIAL STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR GRANULAR STRUCTURAL FILL (UNCRUSHED). - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT b181762g BY MTI DATED 12-18-2018. SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION LIGHT DUTY WEIR = C2 INV. I N = B PROFILE VIEW6"0.2'BAFFL E = C 1 PROPOSED CONCRETE SIDEWALK LEGEND LIMIT OF DISTURBANCE (LOD) SEEPAGE BED 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) VOLUME PROVIDED (FT3) 1 2662.01 2660.00 64 30 7 2653.00 2525.25 NOT OBSERVED 2.4 POORLY GRADED SAND 5,370 5,376 2 2664.11 2662.00 52 25 7 2655.00 2522.75 NOT OBSERVED 2.4 POORLY GRADED SAND 3,775 3,780 3 2663.75 2661.75 74 30 7 2654.75 2522.75 NOT OBSERVED 2.4 POORLY GRADED SAND 5,710 5,712 4 2662.84 2660.75 78 30 7 2653.75 2524.25 NOT OBSERVED 2.4 POORLY GRADED SAND 6,550 6,552 DEVELOPER BVA DEVELOPMENT, LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 LOD LOD SEEPAGE BED BIKE RACK DETAIL PROPOSED LIGHT DUTY ASPHALT PAVEMENT (UNHATCHED ) PROPOSED HEAVY DUTY ASPHALT PAVEMENT 2'35"24" NOTES: CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS ADJOINING SIDEWALK GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE 3.0" 4.0" 18.0" 1 1 OF 1 EAGLE VIEW LANDINGMERIDIAN, IDOFFICE BUILDING #2 - CZC SITE PLAN-2.5" 4.0" 12.0"APRIL 2020HERMPOTSID-1600-1902