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V A N G U A R D W A Y s 2572 2571 2572 2572 2570 2570 2569 2569 2568 2568 2569 2570 2571 2572 25702570 2573 2573 \\BE-Server\Data\!2021\ID-2944-2102 BVA - TM Crossing Retail 1\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-1579-1901_CZC.dwg - Layout1 - 2/03/2021 02:41pm, niko.hardman 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) 763-5100ID-1579-1901RBSNKHNKH2.3.2021-CITY OF MERIDIAN CZCTEN MILE RETAIL AT TM CROSSINGMERIDIAN, ID1 CZC-1HORRO C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20' SITE INFORMATION · ·TOTAL BUILDING FOOTPRINT: 6,055 SF ·TOTAL BUILDING AREA (ALL FLOORS): 6,055 SF ·MAXIMUM BUILDING HEIGHT: 72'-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' PARKING INFORMATION ·PARKING STALLS REQUIRED: 13 ·PARKING STALLS PROVIDED: 43 ·*HANDICAP STALLS REQUIRED: 2 ·*HANDICAP STALLS PROVIDED: 2 ·BICYCLE PARKING STALLS REQUIRED: 2 ·BICYCLE PARKING STALLS PROVIDED: 4 NOTES: * PER ADA REQUIREMENTS * ADA STALL STRIPING TO BE WHITE REFLECTIVE PAINT NOTES 1.DIMENSIONS ARE TO FRONT FACE OF CURB. 2.RADII ARE 4' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE, PE PHONE: 208-895-2520 HEAVY DUTY CONCRETE LEGEND LIGHT DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT LANDSCAPE AREA PL PROPOSED PROPERTY LINE 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. N/A 12.0" 4.0" SEE PAVEMENT SUBGRADE PREPARATION SECTION HDHEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION LD N/A 12.0" 3.0" LIGHT DUTY RIGID (CONCRETE) PAVEMENT SECTION TABLE LIGHT DUTY (PEDESTRIAN) PORTLAND CEMENT CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE 4.0" 4.0" NONE LD COMPACTED SUBGRADE NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS HEAVY DUTY (TRAFFIC) 7.0" 6.0" NONE HD NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. AGGREGATE BASE: MATERIAL TO COMPLY WITH ITD STANDARDS SPECIFICATION FOR HIGHWAY CONSTRUCTION SECTIONS 303 AND 703 FOR AGGREGATE MATERIAL. STRUCTURAL SUB-BASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECHNICAL REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4". LOD PROPOSED LIMITS OF DISTURBANCE EXISTING PROPERTY LINE EXISTING SEWER SHOWN APPROXIMATE. CONTRACTOR TO VERIFY EXISTING SEWER ALIGNMENT PRIOR TO CONSTRUCTION. HEAVY DUTY ASPHALT (TYP.) 30'25'30'12'12' 12' 12'25'19'17' 19' 25' 25' 7.5'7.5'5.33'7.5' 7'6.95'6.95'106'56' 5' 5' 3 . 3 8 ' 14.5 9 ' 17.9 3 ' 5.33' 46.9 9 '32.56'5.33'24'19' 9'9'22.94'21.78'7' 22.66'24.95'25.5 1 ' 26.31'20.57'20.55'R110' R80 ' R165' R135' R95'R65' R15'R2 0 ' R 1 0 ' R10' R3' R15'R1 5 'R2 0 'R3 2 ' R44' R20' R15' R20' R5'R5'R5'R5'R5' LIGHT DUTY ASPHALT (TYP.) TRASH ENCLOSURE LANDSCAPE AREA (TYP.) HEAVY DUTY CONCRETE (TYP.) LIGHT DUTY CONCRETE (TYP.) PATIO AREA (CONCRETE PAVERS) PROPOSED TEN MILE RETAIL COMMERCIAL BUILDING PROPOSED PROPERTY LINE (TYP.) EXISTING PROPERTY LINE (TYP.) ADA STALL (TYP.) ADA RAMP (TYP.) LIMITS OF DISTURBANCE (TYP.)60'25' STORM SEEPAGE BED STORM INLET (TYP.) STORM LINE (TYP.) STORM SAND & GREASE TRAP SEWER GREASE TRAP SEWER SAMPLING MANHOLE SEWER GREASE LINE SEWER CLEANOUT (TYP.) STORM CLEANOUT (TYP.) SEWER MANHOLE SEWER SERVICE LINE STUB SEWER SERVICE LINE FOR FUTURE CONNECTION SEWER LINE (TYP.) BICYCLE PARKING SEWER GREASE LINE FUTURE OPTIONAL SEWER GREASE TRAPS AND SAMPLING MANHOLES. STUB SEWER GREASE LINES AFTER CURB FOR FUTURE CONNECTION. 2" WATER SERVICE LINE W/ 2" METER 8" FIRE LINE FDC CONNECTION JURISDICTIONAL VALVE 8" WATER LINE (TYP.) STUB 8" WATER LINE WITH BLOW-OFF VALVE FOR FUTURE CONNECTION STUB 8" WATER LINE WITH BLOW-OFF VALVE FOR FUTURE CONNECTION 6" FIRE LINE W/ HYDRANT R3.5'