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2020 03-04 TMX Office 7 CZC - Design Review Checklist.pdf 2020 03-04 TMX Office 7 CZC - Development Review Application - FINAL.pdf 2020 04-08 TMX Office Bldg. 7 Certificate of Zoning Compliance Checklist - FINAL.pdf 2020 04-13 TMX Office 7 Photometric Test.pdf 2020 05-07 Ten Mile Crossing Office Bldg No. 7 Landscape Details - FINAL.pdf 2020 05-07 Ten Mile Crossing Office Bldg. No. 7 Landscape Plan - FINAL.pdf 2020 05-14 TMX Building 7 CZC - Alternative Compliance Narrative.docx Subject: CZC, Design Review, and Alternative Compliance for Ten Mile Crossing Office Building No. 7 Dear Planning Personnel, On behalf of our client, BVA Development, we submit this application for CZC, Design Review, and Alternative Compliance with respect to an office building to be built in the Ten Mile Crossing Subdivision. The office building is a 5-story building that will encompass a total of 124,070 gross square feet. The Project site is located in Phase 4 of the TM Crossing Subdivision located at the northeast corner of Excursion Lane and Navigator Drive. The site is currently under development with similarly scaled and zoned buildings nearby, some already constructed, some in the planning stages. There is consistency in the materiality and architectural design of all the TM Crossing buildings. The majority of parking is along the north side of the office building. There are a total of 373 parking spaces, including eight handicapped parking spaces, two of which are van accessible stalls. Bicycle parking stalls total 16, and they are located outside near the main entrance. This project also includes a beautiful surrounding pathway around the site. This pathway will bring more open space for amenities to the users. We are requesting a height variance by having the surrounding pathway be equal to 10% of the total bldg. square footage to account for an increase in building height beyond the 65’ maximum height allowed by code. The office building height is 76’ 4”. This pathway will be constructed by Brighton Corporation as part of the overall development, therefore the construction plans are not included in this submission package. Under the Meridian City Code 11-2B-3(A)(1)(3)(d), an additional 20% of building height may be granted through alternative compliance procedures when an area of land equaling 10% of the total square footage of the building is designated as open space, courtyards, patios or other usable outdoor space for the occupants of the building. That additional 10% area is shown on the enclosed site plan as the landscaped pathway along the eastern portion of the site. The landscaped pathway will continue to expand throughout the TM Crossing Subdivision as the overall Subdivision project is developed, making the entire commercial project a more attractive and walkable commercial center. Thank you for your kind consideration of this application. If you have any comments or questions, please do not hesitate to contact me. Sincerely, HORROCKS ENGINEERS Kindi Moosman, Planner kindi.moosman@horrocks.com </w2775 W. Navigator Dr., Ste. 210 Meridian, ID 83642 208-895-2520 www.horrocks.com 1 2020 05-20 Ten Mile Crossing Office 7 Civil Site Plan - Final...pdf ACHD and Meridian Approved Plans 5 - Rob's version.pdf Address Verification Complete.msg IPM.Note Address Verification Complete Rachel Haskins noreply@meridiancity.org Rachel Haskins SMTP noreply@meridiancity.org Address Verification Complete EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=C5C0121B5D094E3F848B94761C3A0D66-RACHEL HASK EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=C5C0121B5D094E3F848B94761C3A0D66-RACHEL HASK Received: from MW3PR12MB4346.namprd12.prod.outlook.com (2603:10b6:903:77::31) by CY4PR12MB1478.namprd12.prod.outlook.com with HTTPS via CY4PR06CA0045.NAMPRD06.PROD.OUTLOOK.COM; Wed, 25 Mar 2020 19:06:58 +0000 Received: from BN6PR10CA0033.namprd10.prod.outlook.com (2603:10b6:404:109::19) by MW3PR12MB4346.namprd12.prod.outlook.com (2603:10b6:303:58::20) with Microsoft SMTP Server (version=TLS1_2, cipher=TLS_ECDHE_RSA_WITH_AES_256_GCM_SHA384) id 15.20.2856.19; 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tricks@meridiancity.org; rbeecroft@meridiancity.org Inbox Address Verification Complete Address verification is complete for record LDAV-2020-0138 Project: TMX Office 7 - Parcel Verification Address: 2562 W EXCURSION LN MERIDIAN, ID 83642 Parcel(s): S1214314956 Lot: null Block: null Subdivision: null Comments: This is a Parcel Verification only. Permanent address to be assigned once site plan is submitted. City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 4E5B03666120394BAAA13D2F0901EDEF@namprd12.prod.outlook.com <1772048134.341.1585163214650.JavaMail.SYSTEM@AccelaCivicApp> rachel.haskins@horrocks.com SMTP noreply@meridiancity.org EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=C5C0121B5D094E3F848B94761C3A0D66-RACHEL HASK noreply@meridiancity.org noreply@meridiancity.org C5C0121B5D094E3F848B94761C3A0D66-RACHEL HASK C5C0121B5D094E3F848B94761C3A0D66-RACHEL HASK noreply@meridiancity.org Rachel Haskins noreply@meridiancity.org noreply@meridiancity.org rachel.haskins@horrocks.com rachel.haskins@horrocks.com noreply@meridiancity.org rachel.haskins@horrocks.com [{ "@context": "http://schema.org", "type": 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client-ip=209.141.127.44; helo=smtp.meridiancity.org; CIP:209.141.127.44;IPV:;CTRY:US;EFV:NLI;SFV:NSPM;SFS:(4636009)(9686003)(356004)(246002)(6636002)(7636002)(15650500001)(1096003)(5660300002)(15974865002)(33716001)(8676002)(7116003)(3480700007)(336012 )(86362001)(33964004)(26005)(110136005);DIR:INB;SFP:;SCL:1;SRVR:MW3PR12MB4346;H:smtp.meridiancity.org;FPR:;SPF:Pass;LANG:en;PTR:SMTP.meridiancity.org; spf=pass (sender IP is 209.141.127.44) smtp.mailfrom=meridiancity.org; horrocks.com; dkim=none (message not signed) header.d=none;horrocks.com; dmarc=bestguesspass action=none header.from=meridiancit y.org;compauth=pass reason=109 db08e92a-88b6-4702-fc4b-08d7d0efafe0 MW3PR12MB4346: OLM:4941; BCL:0; db08e92a-88b6-4702-fc4b-08d7d0efafe0 25 Mar 2020 19:06:55.9234 (UTC) Internet 802dffa8-88c3-4c25-b195-4c67ce7dbdf7 MW3PR12MB4346 rachel.haskins@horrocks.com 00000002/o=ExchangeLabs/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=c5c0121b5d094e3f848b94761c3a0d66-Rachel Hask Rachel Haskins EX /o=ExchangeLabs/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=c5c0121b5d094e3f848b94761c3a0d66-Rachel Hask rachel.haskins@horrocks.com Rachel Haskins sip:rachel.haskins@horrocks.com tricks@meridiancity.org SMTP tricks@meridiancity.org tricks@meridiancity.org tricks@meridiancity.org rbeecroft@meridiancity.org SMTP rbeecroft@meridiancity.org rbeecroft@meridiancity.org rbeecroft@meridiancity.org Affidavit of Legal Interest - Final.pdf Alternative Compliance Check List - FINAL.pdf Office 7 CZC Elevations with Labels.pdf Record of Survey.pdf Recorded Plat.pdf TMX Office Building 7 - CZC Arch Narrative.pdf TMX Office Building 7 ASM Checklist-NonRes-CD Filled.pdf Trash Enclosure Approval Request TMX Office 7.msg IPM.Note Trash Enclosure Approval Request and Follow-Up on Pending Requests Kindi Moosman Kindi Moosman Kindi Moosman EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=448F2EBCC9D240E8A4EE7C9ED85A9AA5-KINDI MOOSM Trash Enclosure Approval Request and Follow-Up on Pending Requests EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=448F2EBCC9D240E8A4EE7C9ED85A9AA5-KINDI MOOSM EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=448F2EBCC9D240E8A4EE7C9ED85A9AA5-KINDI MOOSM Kindi Moosman EX /O=EXCHANGELABS/OU=EXCHANGE ADMINISTRATIVE GROUP (FYDIBOHF23SPDLT)/CN=RECIPIENTS/CN=448F2EBCC9D240E8A4EE7C9ED85A9AA5-KINDI MOOSM 'Olson, Robert'; 'Smith, Bruce C'; 'Stanley, Cord' Sent Items Trash Enclosure Approval Request and Follow-Up on Pending Requests 00000002/o=ExchangeLabs/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=448f2ebcc9d240e8a4ee7c9ed85a9aa5-Kindi Moosmkindi.moosman@horrocks.com 00000002/o=ExchangeLabs/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=448f2ebcc9d240e8a4ee7c9ed85a9aa5-Kindi Moosmkindi.moosman@horrocks.com Republic Services Team, Please find attached our trash enclosure approval requests for Ten Mile Crossing Office Building No. 7. Please review and let us know if you need anything else to review and approve this! Please confirm that you received this request. I’ve also sent in a few other trash enclosure approval requests and was wondering if you could tell me when I can expect to get those approvals? In reviewing our current project list it looks like the following requests are pending your approval: · TMX (Ten Mile Crossing) Office 8 · TMX Office 9 · EVL (Eagle View Landing) Building 2 · TMX Office 5 · TMX Office 6 I’m new to the area so please tell me if this is the appropriate way to submit requests and follow up on them. I don’t want to be a nuisance but I also want to do proper follow-up. I hope you all are staying healthy and safe! Thank you! Kindi Moosman Planner [Horrocks Email Logo] 2775 W. 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7 VICINITY MAP ss ss ss ss ss ss ss ss ss ss ss ss ss ss 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 10'' sd 8'' w 8'' w 8'' w 8'' w 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 irr irr irr irr irr irr irr irr irr irr irr irr irrirrirrirrirrirrirr irr irr irr irr irr irrirrirrirrirrirr irrirrirr 12'' SD12'' SD SD SD SD SD SD SD SD SD CO CO S RD RD CO SD CO SD E A 8 8 9 9 B C D VESTIBULE 101 101A 101B 13 LEASABLE SPACE 112 Elev E2 Elev E2 1 2 3 4 6 7 D C A 5 AA 3.4 4.4 DD 2.8 3.8 B SD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LODLODLODLODLODLODLODLOD LODLODLODLOD LODLOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SS SS SS CO CO 8.53' 17' 25' 17' 7.5' 5' 220.5' 5' 7.5' 17' 25' 38' 25' 14.71' 112.5' 19' 24'5.5' 4.43' 40.07' 90' 19.5' 24' 28.64' 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Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 ID-2241-2002 RS NKH NKH 4/9/20 SITE PLAN MERIDIAN CZC OFFICE BUILDING 7 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: 76,920 SF (1.77 AC) PROPOSED BUILDING x TOTAL BUILDING FOOTPRINT: 25,500+/- SF x TOTAL BUILDING AREA (ALL FLOORS): 127,000+/- SF x MAXIMUM BUILDING HEIGHT: x MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'-0" ZONING REQUIREMENTS x ZONING: CITY C-G, GENERAL COMMERCIAL x BUILDING SETBACKS: - FRONT = 0' - REAR = 0' - SIDES = 0' x LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' PARKING INFORMATION x PARKING STALLS REQUIRED: 486 x PARKING STALLS PROVIDED: 373 x *HANDICAP STALLS REQUIRED: 8 x **HANDICAP STALLS PROVIDED: 8 x BICYCLE PARKING STALLS REQUIRED: 8 x BICYCLE PARKING STALLS PROVIDED: 8 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS NOTES 1. DIMENSIONS ARE TO FRONT FACE OF CURB FOR DRIVE ISLES. 2. RADII ARE 3.5' UNLESS OTHERWISE NOTED. ENGINEER HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 PROPOSED CONCRETE SIDEWALK LEGEND 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 LIMIT OF DISTURBANCE (LOD) LOD LOD 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. 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 TRASH ENCLOSURE PROPOSED BUILDING 7 PROPOSED HEAVY DUTY ASPHALT (TYP.) (DEMO EX LD ASPHALT) EXISTING HEAVY DUTY ASPHALT PROPOSED 6" SANITARY SEWER SERVICE SEWER CONNECTIONWATER SERVICE CONNECTION (2) 2" METERS EXISTING HEAVY DUTY ASPHALT EXISTING LIGHT DUTY ASPHALT EXISTING HEAVY DUTY ASPHALT EXISTING INFILTRATION BED RELOCATE EXISTING STORM DRAIN CATCH BASIN EXISTING STORM DRAIN CATCH BASIN (DEMO) EXISTING INFILTRATION BEDEXISTING LIGHT DUTY ASPHALT EXISTING HEAVY DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT (TYP.) (DEMO EX LD ASPHALT) EXISTING STORM DRAIN CATCH BASIN (DEMO) RELOCATE EXISTING STORM DRAIN CATCH BASIN PROPOSED STORM DRAIN CATCH BASIN (TYP.) RELOCATE EXISTING STORM DRAIN CATCH BASIN FIRE SERVICE CONNECTION (1) 8" FIRE LINE ADA RAMP (TYP.) ADA RAMP (TYP.) HANDICAP PARKING SPACE HANDICAP PARKING SPACE PROPOSED BICYCLE RACKS EXISTING PROPERTY LINE ADA RAMP (TYP.) T.O.CMU 106'-8" WORK FINISH FLOOR 100' - 0" T.O.CMU 106'-8" 3 A011 _______________ _______________ A011 6_______________ A011 4 1 2 0 . 0 0 ° 120.00° MIN CLEAR 18'-0" 12'-0" PROVIDE 1" INSIDE DIAMETER RECESSED GALVANIZED STEEL SLEEVE FOR DROP BAR. FIELD COORDINATE LOCATION FOR 90° CLOSURE. PROVIDE DRAIN COURSE @ B.O. SLEEVE. 8'-0" SWING GATE. PRIMED AND PAINTED. INTEGRAL COLOR CONCRETE MASONRY UNIT- 8"x16"x8". BASALITE GROUND FACE, COLOR #399 SLOPED ARCHITECTURAL METAL CAP CONCRETE PAVING, SEE CIVIL DRAWINGS CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS CONCRETE PAVING, OR SITE WORK WHERE APPLICABLE SEE CIVIL DRAWINGS ENGINEERED FILL, SEE GEOTECHNICAL REPORT _______________ A011 7 BASALITE 8X8X16 GROUND FACE COLOR #399 2X2X3/16 LEDGER FRAME 1 1/2" METAL DECK, PRIMED AND PAINTED HSS 2X2X3/16" ON ROTATING CUFF OPERABLE TO MINIMUM 120 DEGREE SWING. PRIMED AND PAINTED STEEL 4" 5 A011 _______________ 6"4" GATE SUPPORT POST PRIMED AND PAINTED. #4 @ 14" O.C. 6" SLAB ON GRADE 4" 30"⌀ CONCRETE ENCASEMENT fc = 4000 psi 1/2"⌀ x 4" HEADED STUD (4) SIDES 1/2" X 4'-0" DBA (3) SIDES 1 1/2" METAL DECK, PRIMED AND PAINTED HSS 2 X 2 X 3/16" 2 X 2 X 3/16 LEDGER FRAME PRIMED AND PAINTED STEEL PLAN VIEW 3/4" Ø DROP BAR 3/4" Ø STD X 3" LONG FRONT ELEVATION PREFINISHED METAL CAP TO MATCH MBCI CHARCOAL GRAY SLOPE SEAL ALL JOINTS A. FOR ENCLOSURE LOCATION, RE: CIVIL DRAWINGS B. FOR FOUNDATION, REINFORCEMENT AND OTHER STRUCTURAL COMPONENTS, SEE STRUCTURAL DRAWINGS. GENERAL NOTES REVISIONS 2/3/2020 10:21:29 AM TRASH ENCLOSURE PLAN & DETAILS A011 01.31.2020 © 2020 | ALL RIGHTS RESERVED FOR PERMIT DRAWN BY | EC FLEX TECH BUILDING 1 CORE & SHELL CENTRAL VALLEY PLAZA-FLEX BLDG #1 | Project# BVA_VCFLEX1 | L:\BVA\VC_Victory Commons\BVA_VCFLEX1\BIMCAD\Revit 1/4" = 1'-0" A011 1TRASH ENCLOSURE PLAN 1/2" = 1'-0" A011 2TRASH ENCLOSURE ELEVATION 1/2" = 1'-0" A011 3TRASH SECTION 3" = 1'-0" A011 4GATE DETAIL POST HINGE 3/4" = 1'-0" A011 5GATE SUPPORT POST DETAIL 3" = 1'-0" A011 6TRASH GATE DROP PIN 1 1/2" = 1'-0" A011 7METAL CAP .pdf 202004~1.pdf 2020 04-10 TMX Office Bldg. 7 Trash Enclosure Details.pdf EnUs Vicinity Map - TMX Office 7.pdf Warranty Deed.pdf