Loading...
Site Plan -REVISED 1-28-20203'-1"95 8"338"2 3 8" O.D. TUBING SURFACE FLANGE MOUNT GROUND LEVEL 5'-23 8" IN-GROUND ANCHOR MOUNT 8"3"C1ELECTRICAL IN STORM OUTWATER INGAS INpp ir ir e e e e t e e s irir ir ir e e s s e irir e e w ir e t e pp e e t gggggggggggggggjb jb jb belPL PL PL PL PL P L PLPLPLPL PL PLPLPL PL PL PLPLPLPLPL PL PLPLPLPLPLPLPL PLPLPLPLFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO gggggggggggggggggggg bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbel bel bel b e l b e l b e lSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG w ppAAC2441BBSTORM OUT3WASTE OUT OPTION WASTE OUT OPTIONWASTE OUT OPTIONSTORM OUTLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LODLODLODLOD LOD LODLODLODLODLODLODLOD LOD LOD PL PL PL PL PL P L PLPLPLPL PL PLPLPL PL PL PLPLPLPLPL PL PLPLPLPLPLPLPL PLPLPLPLC1ELECTRICAL IN STORM OUTWATER INGAS INpp ir ir e e e e t e e s irir ir ir e e s s e irir e e w ir e t e pp e e t gggggggggggggggjb jb jb belPL PL PL PL PL P L PLPLPLPL PL PLPLPL PL PL PLPLPLPLPL PL PLPLPLPLPLPLPL PLPLPLPLFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO btel btel btel btel btel btel btel btel btel btel btel btel btel btel btel FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO gggggggggggggggggggg bel bel bel bel belbelbelbelbelbelbelbelbelbelbelbelbel bel bel b e l b e l b e lSIGSIGSIGSIGSIGSIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG SIG w ppAAC2441BBSTORM OUT3WASTE OUT OPTION WASTE OUT OPTIONWASTE OUT OPTIONSTORM OUTLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LODLODLODLOD LOD LODLODLODLODLODLODLOD LOD LOD45'18.7'25.3'11.8'40.5'73.4'16'28'32'0.5'0.5'38.3'50.6'92.8' 198' 152' 44'8'' W8'' WSDSDSDSDSDSD S S SD SSSS SS SD 8'' WSD SDSDSDSD2' ' W 2'' W 2'' W 2'' W W CO CO CO CO CO CO CO 8'' W8'' W8'' WS 8'' W 8'' W W 9' TYP.90'9.5'63'27'9'9.5'8'63.5'8.5'12.5'70'69.4'7'R 3 0 'R30'10'14'110.1'5'15.8' R 5 ' R3'R 3 'R5' R 5 'R3' R 3 ' 4.3'32'28'205.5'30'134.7'15.5' 28' 90.6' 12.7'10'7.6'19.3'1.6'25'19'19'TYP.25'19'1.8'R5' R3' R3'HO R R O C K SEN G I N E E R SN 0 20'40' SCALE: 1" = 20'LOD 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 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 49.00 15.00 5.00 2651.00 2647.50 2640±8.00 POORLY GRADED GRAVEL W/ SAND 1471.00 1470.00 H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-1870-1908_CZC.dwg - Layout1 - 1/28/2020 11:43am, 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 2775 W. Navigator Dr., Suite 210Meridian, ID 83642(208) 895-2520ID-1870-1908RSHRTS11-21-19CZCPARAMOUNT - URGENT CAREMERIDIAN, IDHAO1 CZCPUBLICSEWEREASEMENTCONCRETE NOTES 1.DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2.RADII ARE 3' UNLESS OTHERWISE NOTED. LEGEND LIMIT OF DISTURBANCE (LOD)N. FOX RUN WAYSITE INFORMATION TOTAL LOD AREA: 48,033 SF (1.10 AC) BUILDING INFORMATION ·TOTAL BUILDING FOOTPRINT: 5,375+/- SF ·TOTAL BUILDING AREA (ALL FLOORS): N/A ·MAXIMUM BUILDING HEIGHT: 65'-0" ·APPROXIMATE BUILDING HEIGHT: 23'-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: 21 ·PARKING STALLS PROVIDED: 21 ·*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 ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 DEVELOPER BVA DEVELOPMENT, LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 US HWY 20/26 PROPOSED BUILDING FUTURE IMPROVEMENTS BY OTHERS FUTURE IMPROVEMENTS BY OTHERS FUTURE IMPROVEMENTS BY OTHERS HANDICAP SPACES, TYP. (2 TOTAL) 10' PEDESTRIAN PATH BY OTHERS (1) 2.5" METER AND SERVICE LINE 6" TEMPORARY ROLLOVER CURB LIMIT OF DISTURBANCE, TYP. SAND/OIL SEPARATOR PROPOSED CONCRETE SIDEWALK, TYP. CONNECT TO EXISTING SANITARY SEWER SEE ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DUMPSTER PAD STORM DRAIN INLET TYP. ADA RAMP, TYP. CONNECT TO EXISTING 12" WATER STUB FIRE HYDRANT FIRE RISER ROOM APPROXIMATE FCD LOCATION 4" SEWER SERVICE CONCRETE PAD FOR BIKE STALLS SEE LANDSCAPE ARCHITECT PLANS STORM WATER INFILTRATION SYSTEM FUTURE PROPERTY LINE FUTURE PROPERTY LINE EX. FIRE HYDRANT LIMIT OF DISTURBANCE, TYP. 6" PRIVATE SEWER SERVICE 8" PUBLIC WATER SERVICE FUTURE US HWY 20/26 ROW PARCEL: 2 47173 SQ FT 1.08 ACRES PARCEL: 2 30944 SQ FT 0.71 ACRES PARCEL: 1 23651 SQ FT 0.54 ACRES 10 FOOT PUBLIC WALKWAY TO BE CONSTRUCTED WITH CHINDEN WIDENING/IMPROVEMENTS SET, BY OTHERS PARCEL: 4 36607 SQ FT 0.84 ACRES PARCEL: 3 15693 SQ FT 0.36 ACRES PUBLICWATEREASEMENT8" WATER STUB FOR FUTURE CONNECTION CONNECT TO EXISTING 8" WATER STUB FIRE HYDRANT 8" WATER STUB FOR FUTURE CONNECTION 8" WATER STUB FOR FUTURE CONNECTION 8" WATER STUB FOR FUTURE CONNECTION 8" WATER STUB FOR FUTURE CONNECTION FUTURE IMPROVEMENTS BY OTHERS 6" PRIVATE SEWER SERVICE 6" PRIVATE SEWER SERVICE 6" PRIVATE SEWER SERVICE 6" PRIVATE SEWER SERVICE PUBLIC WATER EASEMENT