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Revised Site Plan 11-25-19LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD R54' R296' CO 12'' SD 12'' SD 12'' SD 12'' SD 10'' SD 6'' SD 10'' SD 6'' SD 4'' SS s 8'' W W CO 6'' SD 6'' SD 6'' SD 8'' SS 8'' SS 8'' W 8'' W 8'' W PL PL PL PL PL PL PL PL PL PL R28' R2' R10' R2' R15' R20' R35.5' 16.3' 36' 90' 17' 9.1' 17.3' 7' 7' 45' 36' 12.6' 12.6' 15.3' 16' 4.3' 6.5' 30.3' 5' 6' 13.2' 12.6' 19' TYP. 9' TYP. 19' TYP. 9' TYP. 19.4' 9' TYP. 7.4' 27.8' 6.3' 4.9' 4.1' 21.7' 27.7' 27.2' 24.5' 22.1' 5.4' 38.8' 195.2' 39.3' 104.34' 81.26' 62.9' 10.3' 34.1' 5' 8' 8' P/L P/L P/L P/L P/L X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss w w w w w w w w w w w w w w w w X X X X el el el pp e 10' 10' 10' 10' 3'-1" 95 8" 3 3 8" 2 3 8" O.D. TUBING SURFACE FLANGE MOUNT GROUND LEVEL 5'-23 8" IN-GROUND ANCHOR MOUNT 8" 3" H:\!2019\ID-1868-1908 BVA Victory Commons - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1868-1908_VC URGENT CARE CZC.dwg - Layout1 - 11/25/2019 02:58pm, tims 1 5 REVISIONS REV # DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 0 1 2 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE PRELIMINARY NOT FOR CONSTRUCTION www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2775 W. Navigator Dr., Suite 210 Meridian, ID 83642 (208) 859-2520 ID-1433-1810 RS MDK TDS 11/01/19 SITE PLAN MERIDIAN CZC URGENT CARE AT VICTORY CROSSING MERIDIAN, ID 1 OF 1 1 H O R R O C K S E N G I N E E R S N 0 30' 60' SCALE: 1" = 30' SITE INFORMATION TOTAL LOD AREA: 49,890 SF (1.15 AC) PROPOSED BUILDING · TOTAL BUILDING FOOTPRINT: 5,375+/- SF · TOTAL BUILDING AREA (ALL FLOORS): 5,375+/- · MAXIMUM BUILDING HEIGHT: 23'-0" · MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'-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: 22 · PARKING STALLS PROVIDED: 25 · *HANDICAP STALLS REQUIRED: 2 · **HANDICAP STALLS PROVIDED: 2 · BICYCLE PARKING STALLS REQUIRED: 1 · BICYCLE PARKING STALLS PROVIDED: 2 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 1 VAN ACCESSIBLE STALLS 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 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 HD SEE PAVEMENT SUBGRADE PREPARATION SECTION LD 12.0" 4.0" 2.5" LIGHT DUTY BIKE RACK DETAIL WEIR = C2 INV. IN = B PROFILE VIEW 6" 0.2' BAFFLE = C1 10' (TYP.) CONCRETE LEGEND LIMIT OF DISTURBANCE (LOD) THIS AREA NOT INCLUDED IN THIS PROPOSED SITE CZC BUT IS SHOWN BECAUSE ACCESS AND UTILITY SERVICES TO THE PROPOSED SITE ARE INCLUDED IN THIS AREA (INCLUDING STORM TREATMENT.) A SEPARATE APPLICATION WILL BE MADE TO THE CITY FOR THE AREA. 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 2639.00 45.00 20.00 5.00 2634.00 2632.50 2.00 1,762 1,800 MERIDIAN ROAD (EXISTING) PROPOSED BUILDING DEVELOPER BVA DEVELOPMENT, LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 NOT INCLUDED IN THIS PHASE LIMIT OF DISTURBANCE, TYP. PROPOSED CONCRETE SIDEWALK, TYP. HANDICAP SPACES, TYP. ADA RAMP, TYP. FIRE RISER ROOM APPROXIMATE FDC LOCATION 4" SEWER SERVICE EX. SEWER MANHOLE TYP CONCRETE PAD FOR BIKE STALLS SEE LANDSCAPE ARCHITECT PLANS SAND/OIL SEPARATOR STORM WATER INFILTRATION SYSTEM FIRE HYDRANT CONNECT TO EXISTING 8" WATER PROPERTY LINE SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE. DUMPSTER PAD IN SCOPE OF PARKING CZC. 2" DOMESTIC WATER SERVICE AND METER 6" FIRE LINE EXISTING TREE, TYP. EXISTING IRRIGATION EASEMENT EXISTING UTILITY EASEMENT EXISTING LOD IRRIGATION TO BE RELOCATED PROPOSED PROPERTY LINE LIMIT OF DISTURBANCE, TYP. EXISTING SIDEWALK EX. SEWER MANHOLE TYP SEEPAGE BED STORM DRAIN INLET, TYP. LD HD STORM DRAIN INLET, TYP. PROPOSED COMMON AREA MICROPATH 10' EASEMENT FOR FUTURE PATHWAY WIDENING CONNECT TO EXISTING 10' PATHWAY CONNECT TO EXISTING MICROPATH EXISTING 5' SIDEWALK