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Trash Enclosure Site PlanTMX – Office No. 8 VICINITY MAP * LODLODLODLODLODLODLOD 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 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSDSDWWSDSDCO CO CO CO SDSDSDSDSDSDSD SD SD SD COSD SDSDSDSD SDSDSDSDSDSDSDSD SDSDSD SD SD SD S D SD S D S D SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 12''GIRR 8''SS12''GIRR12''GIRR 8''SS8''W8''W 8''SS 8''SS 8''W 8''W 8''W6'' SS6'' SS4' 'PIRR E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P E P 4 ' ' P IRR 4' ' P IRR 4' ' P I RR 4 ' ' P IRR 4 ' ' P IRR 4' ' P IRR EPEP GIRR SAN SAN SAN WTR WTR WTRWTR P I D14 13 PI8"S 8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S 8"S 8"S 6"S 6"S 6"S 6"S 6"S 6"S W. PEAK CLOUD LN.S. WAYFINDER AVE.TENMILE CREEK TENM I LE CREEK PROPOSED BUILDING ±45,921 SF EX. PRESSURE IRRIGATION LINE EX. WATER LINE EX. SANITARY SEWER LINE EX. STORM DRAINEX. SANITARY SEWER LINEEX. WATER LINEEX. WATER LINE FUTURE BUILDING PAD E X . PR E S SUR E IRR IG A T ION L IN E EX. GRAVITY IRRIGATION LINE R5' R30'R56'R5'R5'R56'R30'R2 0 ' R20'R5'R5'R5'R5'R5'R5'R5 'R5'R5'R5'R5'R5'R5 'R5' R 5 ' R5'R 5 'R5'R5' INFILTRATION BED #2 INFILTRATION BED #1 SITE IMPROVEMENTS WITHIN THIS AREA ARE INCLUDED FOR CZC AND DESIGN REVIEW APPROVAL WITH THIS PLAN SUBMITTAL BUT MAY BE COMPLETED AT THE TIME OF THE ADJACENT “FUTURE BUILDING” DEVELOPMENT. IF THE IMPROVEMENTS IN THIS AREA ARE TO BE COMLETED WITH THE FUTURE BUILDING APPLICATION - THEY WILL BE INCLUDED IN THE CZC AND DESIGN REVIEW PACKAGES FOR THAT BUILDING. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. SAND AND GREASE TRAP #3 PROPOSED 8" WATER LINE (2) 2" METERS WITH (2) 2" LINES FROM THE MAIN MANIFOLDED POST METER INTO A SINGLE 4" LINE 6" FIRE SERVICE ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. INSTALL SIX BIKE RACKS (TWELVE STALLS) PER CITY OF MERIDIAN STANDARDS HANDICAP PARKING SPACE HANDICAP PARKING SPACE STORM DRAIN LINE STORM DRAIN LINE EX. 6" SEWER SERVICE EX. FIRE HYDRANT EX. FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED DUMPSTER ENCLOSURE 20' WATER EASEMENT HANDICAP PARKING SPACE STORM DRAIN LINE STORM DRAIN INLET TYP. STORM DRAIN LINE STORM DRAIN LINE STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN LINE STORM DRAIN LINESTORM DRAIN LINESTORM DRAIN LINE STORM DRAIN INLET TYP. STORM DRAIN INLET TYP. STORM DRAIN INLET TYP.STORM DRAIN INLET TYP. SAND AND GREASE TRAP #2 SAND AND GREASE TRAP #1 19'7.5' 7.5'10.9' 136.6'9.7'107.6'214.5'23.7' 6 6 ' 6 1 ' 9' 9 0 ' 9' 9 9 '72'72'13.5'30'19.5'90'9'81'9'45'25.6' 23.4' 43'38'26'38'26'38'26'38' 26' 38'26'38'26' 19'26' 38'26' 38'26'38'26' 158.1' 19'26'38'26'19'19'26'9'90'9'90'9'81'17'26'9'90'9'90'9'81'9'45'23.2'9'24.7'9'81'9'90'9'9'81'9'90'9'36'30'9.7'7'108'35'6 4 '57'40' 40'68'26'18'18'18'2 9 ' H:\!2020\ID-2327-2003 BVA - TMX Tilt-Up Office 1\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-2327-2003 CZC.dwg - Layout1 - 4/02/2020 12:59pm, michael.oreilly 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 30'60' SCALE: 1" = 30' CONCRETE LEGEND HEAVY DUTY PAVEMENT 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 SITE INFORMATION TOTAL LOD AREA: 151,165 SF (3.47 AC) BUILDING INFORMATION ·TOTAL BUILDING FOOTPRINT: 23,135 ± SF ·TOTAL BUILDING AREA (ALL FLOORS): 45,921 ± SF ·ALLOWABLE BUILDING HEIGHT: 45'-0" ·APPROXIMATE BUILDING HEIGHT: XX'-XX" ZONING REQUIREMENTS ·ZONING: CITY TN-C, TRADITIONAL NEIGHBORHOOD CENTER ·BUILDING SETBACKS: - FRONT = 0' - REAR = 0' - SIDES = 0' ·LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' PROPOSED PARKING INFORMATION ·PARKING STALLS REQUIRED: 92 ·PARKING STALLS PROVIDED: 271 ·*HANDICAP STALLS REQUIRED: 7 ·**HANDICAP STALLS PROVIDED: 7 ·BICYCLE PARKING STALLS REQUIRED: 11 ·BICYCLE PARKING STALLS PROVIDED: 12 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 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 CONTACT: TOM AHLQUIST PHONE: 208-616-1050 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 68.00 40.00 5.00 8 POORLY GRADED GRAVEL W/ SAND 5439.00 5440.00 2 58.00 40.00 5.00 8 POORLY GRADED GRAVEL W/ SAND 4594.00 4640.00 2 64.00 35.00 5.00 8 POORLY GRADED GRAVEL W/ SAND 4459.00 4480.00 LIGHT DUTY PAVEMENT LOD LIMIT OF DISTURBANCE (LOD)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 ID-2327-2003TSMPOMPOAPRIL 2020-CZC STE PLANTEN MILE REATIL - OFFICE #8MERIDIAN, ID1 E0.01 NOTES 1. DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2. RADII ARE 3' UNLESS OTHERWISE NOTED. FUTURE PARKING INFORMATION ·PARKING STALLS REQUIRED: 50 ·PARKING STALLS PROVIDED: 69 ·*HANDICAP STALLS REQUIRED: 3 ·**HANDICAP STALLS PROVIDED: 3 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 1 VAN ACCESSIBLE STALLS 8'-8"18'-6"CMU BLOCK WALLSOLID METAL GATE, SEE DETAIL PIPE BOLLARDS17'-1 1/2" x 17'-1 1/2" CONC. PAD3CA002NOTE: PROVIDE SHOP DRAWINGSFOR ARCH/ OWNER APPROVALGATE ELEVATION2" SQ. TUBE FRAMECORRUGATED METAL BEYONDHINGESLATCH6'-0"PIPE BOLLARDSGATE LATCH/ 3/4" DIA. DROP BAR ON EACH GATE WITH 3/4" DIA. STD X3" LONG pROVIDE 1" INSIDE DIAMETER RECESSED GALVANIZED STEEL SLEVE FOR DROP BAR. FIELD COORDINATE LOCATION FOR 90 DEGREE CLOSURE. PROVIDE DRAIN COURSE @ B.O. SLEEVEA0022DTYP4"2'-8"7'-0"4'-0"2"3"3"4"FILL WITH CONCRETECONCRETE CAP8" STANDARD PIPE x 7'-0" LONG SET IN CONCRETE, PAINT FINISH AS PER OWNERFINISH GRADE#4 BARSECTION AAFILLET WELDAA8" STANDARD PIPEFILLED W/ CONCRETE1'-8" DIAMETER6'-0"4'-0"LAP MIN.3'-0"MIN.MIN.1'-0"MIN.2'-6"CONCRETE FOOTING W/ (3)#5 X CONT. & #5 @ 14" O.C. CROSS REINF.4" THICK SEALED CONCRETE SLAB W/ #3 REINFORCING BAR @ 18" O.C. E.W. OVER 4" OF GRAVEL. MEDIUM BROOM FINISH - SLOPE TO DRAIN.6" X 6" CONCRETE CURB ON 3 SIDES#5 X CONT. HORIZ. BLW GRADE#5 VERTICAL REINFORCING BAR @ 32" O.C.8" INTEGRAL COLORED CMU BLOCK WALL.#5 X CONT. HORIZONTAL @ 48" O.C. AND @ T.O WALLPROVIDE DOWEL INTO FTG. TO MATCH SIZE AND SPACING OF VERT. REINF.*SOLID GROUTING IN ALL CELLS BELOW GRADE AND IN CELLS CONTAINING REINFORCEMENT.A0021DCMU OR CAST IN PLACE/TILT UP WALL6" DIA. STEEL PIPE BOLLARD FILLED W/ CONCRETE(SEE DETAIL THIS SHEET)4 X 4 X 1/4 TUBE STEEL FILLED W/ CONCRETEGALVANIZED & PAINTEDDUMPSTER GATE(3) HEAVY DUTY HINGES WELD TO DUMPSTER GATE - GALVANIZEDCLEAR3' - 4"0' - 6"A0023AFROST DEPTH MIN.6'-0"EXTERIOR FLAT WORK ORASPHALT BY OTHERSSURFACE TEXTURETO MATCH MAINBUILDING - SPLIT FACE 'EBONY' COLORATTACH CAP PER MANF. LANDSCAPING OR CONCRETE METAL CAP FLASHING WITH DRIP EDGEPRESSURE TREATED NAILERCOPYRIGHT AE URBIA, LLC.DATE:SHEET #:THESE DRAWINGS AND THE DESIGN SHOWN HAVE BEEN PREPARED FOR THIS SPECIFIC PROJECT AS AN INSTRUMENT OF SERVICE AND SHALL REMAINTHE SOLE PROPERTY OF AE URBIA ARCHITECTS & ENGINEERS AND THEIR CONSULTANTS. ANY REPRODUCTION, COPYING OR USE OTHER THAN FOR THISSPECIFIC PROJECT IS PROHOBITED WITHOUT THE PRIOR WRITTEN CONSENT OF AE URBIA ARCHITECTS & ENGINEERS. ANY PROHIBITED USE OF THESE DRAWINGS OR DESIGN SHOWN ARE SUBJECT TO LEGAL ACTION.03/25/2020 1:54:06 AMF:\AE URBIA JOBS\2020\AE2020.108 - BVA - B1 Ten MIle\1_Architectural\AE2019.359 - BVA - TMX Office 8.rvt03/25/2020 1:54:06 AM03/25/2020 1:54:06 AMBVATMX OFFICE 8-AE2020.108ARCHITECTURALSITE DETAILSA002PROJECT ISSUE DATEPROJECT STATUSN.T.SA0022ADUMPSTER ENCLOSUREN.T.SA0023APIPE BOLLARD DETAIL1" = 1'-0"A0023CDUMPSTER ENCLOSURE WALL SECTION - CMUN.T.SA0022DDUMPSTER GATE DETAILN.T.SA0021DCONC. DUMPSTER ENCLOSURE WALL - CMU METAL CAPRevision ScheduleMARKDESCRIPTIONRevision Date