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TMXDesignReview.Building6.Approval.PRELIM.2021.06.28 TEN MILE CROSSING – 2929 W. Navigator Drive, Ste. 400, Meridian, ID 83642 www.brightoncorp.com – www.tenmilemeridian.com – 208-378-4000 June 29, 2021 To: Bill Parsons, Planning Supervisor Community Development Department City of Meridian From: The Ten Mile Design Review Board Re: TMX Office 6 Lots 14, 15 and 16, Block 2, TM Crossing Subdivision No. 4 2700 West Navigator Drive, Meridian, ID 83642 In accordance with the requirements of the Ten Mile Crossing Design Guidelines (Guidelines), the Ten Mile Crossing Design Review Board (Board) affirms that it has reviewed and preliminarily approves the proposed building, elevations, site plan and landscape plan for TMX Office Building No. 6. The following comments must be addressed and submitted for final Board approval prior to submitting for building permits: • Provide final physical color selections and samples • Provide final landscape plan for approval prior to installation • Provide final signage design • Prior to certificate of occupancy, all landscape must be installed (or provide a surety) per the approved Ten Mile Crossing Design Guidelines landscape plans Subject to the above conditions, the Board finds the project to be compliant with the Guidelines, and submits this approval letter in accordance with the procedures and requirements of the Guidelines in anticipation of Meridian City administrative confirmation. Respectfully, Ten Mile Crossing Design Review Board Jonathan D. Wardle Enclosures 1 2 3 4 5 CONCRETE MASONRY VENEER EXTERIOR INSULATION AND FINISH SYSTEM CLEAR - ANODIZED STOREFRONT / CURTAIN WALL METAL SHADING DEVICE MECHANICAL SCREEN WALL 7 METAL PANEL (WHITE) 8 FIBER CEMENT RAIN-SCREEN CLADDING SYSTEM 6 CANOPY W/ METAL PANEL FASCIA (DARK GRAY) SOUTH ELEVATION | SCALE: 3/32" = 1'-0" EAST ELEVATION | SCALE: 3/32" = 1'-0" NORTH ELEVATION | SCALE: 3/32" = 1'-0" WEST ELEVATION | SCALE: 3/32" = 1'-0" 1 1 1 1 1 1 1 2 2 8 2 2 2 2 2 22 8 866 2 6 6 6 2 2 5 5 5 544 44333 3 34 43 3 4 4 4 4 443332234 3 3 48' - 4" 48' - 4" 48' - 4"48' - 4" 7 1 AISSUE6/8/2021CLIENTBVA DEVELOPMENTMERIDIAN, IDAHOPROJECTTEN MILE CROSSING OFFICE BUILDING 601DESCRIPTIONEXTERIOR CZCELEVATIONS 12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W12'' W 12'' W 12'' W 12'' W12'' W12'' WSD1 2 ' ' W 1 2 ' ' W 1 2 ' ' W 1 2 ' ' WSDSD12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS> IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRRIRRIRR IRR IRR IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR4'' IRR4'' IRRW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W WWLOD LOD LOD LODLOD 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 LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD 27' 41' 56'7.5' 5'25.5'30.52' 55.5'54'54'54'54'46.5'13.5'26.5'19.5' 27' 14'92.5'7'92'7'92'7'74.5'13.5' 25.88'93'14'20'13'10'13.03'20.5'7'92.5'12.49'27'6'8'81'7'82.5'19.5'26'17.5'7'6.31'112.54'40'26'17.5'7'14'46.5'45.5'18.5'49.5'20'20'14'37.5'54'46.5'32'32.5'58'73.5'65' 220.5'5'7'17.5'25'40'25'40'26'19.5'8.15'20.21'SDSDSDSDSD SD SD 6'' SS 8'' W 8'' W 8'' W 8'' W2'' W6'' WW 8'' SS8'' SS8'' SSS SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD CO 8'' SS SSDSDSDSDSDSDSDSDSDSD SD SD SDSDSDSDSDSDSD SD SD SD SD SDSDSDSD9'7'17.5'26'40'25'17.5'5'119.18'108.5'19.84'39' 33'71'73.79'93' 50'17.5'20.35'65'7.5'56.5'22.5'138'14'R19.5' R19.5' R19.5'R19.5'R9.5'R 9 . 5 ' R4.5' R9.5'R9 . 5 ' R9.5' R 9 . 5 ' R 9 . 5 ' R9.5'5.64'R9.5' R9 . 5 ' 54'26.5'R9.5'R9 . 5 '56.5'15'56.5'R9.5'R9 . 5 ' R9.5'R 9 . 5 ' R9.5' R 4 . 5 'R104.5'R4.5'R 1 0 4 . 5 ' 5'46.5'45'46.5'26 . 5 ' 19. 5 ' 15' 14.5' R198' R226.5'26'9' 9'17.5'5'5'25.5'20.86' R 4 . 5 ' 20.35'R9 . 5 'R9.5'R 9 . 5 'R9.5'R4.5'R131.5'R4 . 5 'R3.5'R3.5'R3.5'R3.5'R3.5 ' R9.5' R9 . 5 'R3.5'9'17.5'9'9'5'5'5'5'5'5'5'5'5'5'5'5' 5'5'5'5'5'5' 5'5'5'5'9'9'9'7'108.5'9'9'9'9'9'9'9' 9' 9'ID-2240-2002RBSNKH NKH5-12-2021SITE PLANMERIDIAN CZCTEN MILE CROSSING - BUILDING 6MERIDIAN, ID1 OF 1 1 H:\!2020\ID-2240-2002 BVA TM Crossing Office Building 6\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-2240-2002_CZC.dwg - BLDG 6 - 6/15/2021 03:14pm, doug.manville 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' SITE INFORMATION TOTAL LOD AREA: 184,293 SF (4.23 AC) 189,465 SF (4.35 AC) PROPOSED BUILDING ·TOTAL BUILDING FOOTPRINT: 25,000 SF ·TOTAL BUILDING AREA (ALL FLOORS): 75,000 SF ·MAXIMUM BUILDING HEIGHT: 65'-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: 300 ·PARKING STALLS PROVIDED: 330 ·*HANDICAP STALLS REQUIRED: 8 ·**HANDICAP STALLS PROVIDED: 8 ·BICYCLE PARKING STALLS REQUIRED: 8 ·BICYCLE PARKING STALLS PROVIDED: 8 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS NOTES 1.DIMENSIONS ARE TO BACK OF CURB WHEN CURB IS PRESENT. 2.RADII ARE 3' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 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 STANDARD FOR CRUSHED AGGREGATE MATERIAL STRUTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPY THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1. - 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 B191814g BY MTI DATED 11/14/19. PROPOSED CONCRETE SIDEWALK LEGEND SEEPAGE BED BIKE RACK DETAIL 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. A SEPARATE APPLICATION WILL BE MADE TO THE CITY FOR THE AREA. DEVELOPER BVA DEVELOPMENT, LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 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 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE 20.0" 4.0" 3.0" SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION 4.0" 16.0" 2.5" LIGHT DUTY PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED BUILDING 6 PROPOSED WATER CONNECTION PROPOSED PROPERTY LINE HANDICAP PARKING SPACE LIMIT OF DISTURBANCE (LOD)LOD LOD PROPOSED BICYCLE RACKS ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. PROPOSED LIGHT DUTY ASPHALT (TYP.) ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP.ADA RAMP TYP. HANDICAP PARKING SPACE PROPOSED HEAVY DUTY ASPHALT (TYP.) TRASH ENCLOSURE ±24,000SF OF SHARED-USE PATH AND LANDSCAPE ENHANCEMENT AREA BY OTHERS FOR TEN MILE CROSSING OFFICE BUILDINGS 5 AND 6 SHARED-USE PATH AND LANDSCAPE ENHANCEMENT BY OTHERS. PROPOSED SEWER CONNECTION PROPOSED SEEPAGE BED STORM SAND & GREASE TRAP (TYP.) STORM INLET (TYP.)STORM DRAIN LINE (TYP.) 8" WATER LINE (TYP.) 6" SEWER SERVICE LINE (TYP.) 8" SEWER LINE (TYP.) SEWER MANHOLE (TYP.) 6" FIRE LINE 2" WATER SERVICE LINE & 2" METER 6" FIRE HYDRANT LIMITS OF DISTURBANCE (TYP.) W. EXCURSIONW. NAVIGATOR ST.STREET A2 13143SCO56LANDSCAPE ARCHITECTDEVELOPERLANDSCAPE MATERIALSLANDSCAPE LEGENDPLANT SCHEDULELANDSCAPE ARCHITECTDEVELOPERLANDSCAPE MATERIALSgreg@baerdg.comPh. 208.859.19806.15.2021L1.0City of Meridian CZC Landscape Plan Ten Mile Crossing Building 6 Meridian IdahoScale 1" = 30'-0"CZC LANDSCAPE PLAN03060#KEYNOTES greg@baerdg.comPh. 208.859.19806.15.2021L1.0City of Meridian CZC Landscape Details Ten Mile Crossing Building 6 Meridian Idaho1CONIFER TREE DETAIL2TREE PLANTING DETAIL7EDGING DETAIL4TRASH RECEPTICLE (WITH ASH PAN)3BENCH6SHRUB PLANTING DETAIL5BOULDER PLACEMENT DETAILGENERAL IRRIGATION NOTES - AGENCY SUBMITTALGENERAL LANDSCAPE NOTES - AGENCY SUBMITTAL