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Home My WebLink AboutBozeman Deaconess Hospital Medical Office bldg 5 CUP, Z14097_14g:\bdhosp\bzmn\mob5\city submittals\3.0 conditional use permit\working\t01_20140416_cityprel.docx 411 East Main Street • Suite 101 • Bozeman, Montana 59715 • 406. 556. 7100 • Fax: 406. 585. 3031 http://www.ctagroup.com E-mail: info@ctagroup.com TRANSMITTAL LETTER PROJECT: Bozeman Deaconess Hospital Medical Office Bldg (MOB) 5 Bozeman, MT TO: City of Bozeman Department of Planning 20 East Olive Street PO Box 1230 Bozeman, MT 59771-1230 FROM: Ted Conover PROJECT REF.: BDHOSP_MOB5 DATE: April 16, 2014 If enclosures are not as noted, please inform us immediately. If checked below, please: Acknowledge receipt of enclosures. Return enclosures to us. WE TRANSMIT: herewith under separate cover via: in accordance with your request: FOR YOUR: approval distribution to parties record information review & comment use THE FOLLOWING: drawings shop drawing prints samples specifications shop drawing reproducible product literature other CUP Submittal COPIES DATE DESCRIPTION ACTION CODE 1 04.16.14 CUP Application, w/ attachments - Development Review Application - Site Plan Checklist with Narrative - Adjoiners Certificate - Neighborhood Certificate - Storm Report E 1 04.15.14 Application Fee – check no. 4189 (CTA) $6,175.00 E 1 N/A Adjoiners List & Adjoiners Mailing Envelopes E 1 N/A Pole Light Fixture Product Sheet E 12 04.16.14 Drawings Sets (2 @ Full Size, 10 @ 11x17) & CD E Action A. Action indicated on item transmitted. D. For signature and forwarding as noted below under REMARKS. Code B. No action required. E. See REMARKS below. C. For signature and return to this office. COPIES TO: (with enclosures) REMARKS: Thank you for the opportunity to submit this Application for Conditional Use Permit (CUP). If you have any additional concerns or questions about the submittal, please contact me at your earliest convenience. Thank you, Ted (tedc@ctagroup.com) or 406.556.7100. BOZEMAN DEACONESS HOSPITAL – MEDICAL OFFICE BUILDING 5 (MOB5) JUNE 9, 2014 CUP – CITY COMMISSION NARRATIVE CITY OF BOZEMAN, MONTANA Project Narrative Bozeman Deaconess Hospital is currently planning an expansion to their Campus with a fifth Medical Office Building (MOB5). This new building on the campus is important in the continuation of providing high-quality health and medical services to the greater Gallatin Valley region. This project is undergoing a CUP process for the 74.1’ height allowance. This five story project was presented to Recreation & Parks Advisory Board on March 13, 2014 and was approved. Existing The existing campus is designated as Regional Commercial and Services within the Bozeman community Plan and Zoned Business Park (BP). The existing uses are hospital and medical office. No change in use is proposed. These uses are permitted within the BP designation. No overlay districts affect this parcel, however within the Community Plan, Condition 21 development guidelines apply and an informal submittal is required to allow for neighborhood group comment through the Recreation and Parks Advisory Board. The Board has approved this (5) story project. There is an existing (5) story MOB 4 that is similar in size and also went through a similar City process. The parcel is 32.55 acres and is accessed by Highland Boulevard, Old Highland Boulevard and Ellis St. The existing hospital and medical offices are interconnected in the center of the parcel and parking is dispersed around on all sides by 8 lots. Public transportation (Streamline) enters the site and has one stop located in Lot C. Bike and pedestrian paths access off of Highland Boulevard and Old Highland Boulevard from the west. Public water services the hospital and enters the campus off of Highland and Old Highland Boulevard. Public sanitary service enters from Highland Boulevard. Proposed The proposed project is approximately five story 87,000 SF shelled building located just south the existing Medical Office Building (MOB) 2. The building will house future medical office tenants. The first level elevation is to match approximately with the existing second level of the adjacent MOB 2. Proposed building materials will complement existing building materials and include tan colored ground face CMU and brick tone metal panel siding. This new building placement will close the east-west access drive between MOB2 and Lot H. Access to the west portions of the site will come from the south at Aspen Drive and from the north at Ellis Street. Truck access will come from the existing north truck entrance and south along Old Highland. The front of the building will have a covered drop-off, separated from through traffic. Personal vehicles will be able to access the building drop-off from the existing Lot C access drives. Larger shuttle-type vehicles will need to access the drop-off BOZEMAN DEACONESS HOSPITAL – MEDICAL OFFICE BUILDING 5 (MOB5) JUNE 9, 2014 CUP – CITY COMMISSION NARRATIVE CITY OF BOZEMAN, MONTANA coming from the north. No new public transportation stops are proposed since the existing one is centrally located in Parking Lot C to the north. Sidewalks will be adjusted to accommodate safe access from Highland Boulevard, the main building complex and building entrances. An additional 101 parking stalls are proposed to be added to Lot E for the displaced parking and new parking this MOB5 causes. The Lot E addition is to extend it further to the west. Lot C is to be remodeled in part to add ADA parking stalls. Parking counts are shown on the drawing cover sheet. To accommodate MOB5, connections into an adjacent relocated water main line to the east will be tapped with a relocated hydrant. Sanitary and Storm lines will be routed outside the building footprint and connected with on the north side of the new building. A small pedestrian area with seating and bike-racks will be incorporated into the east building entrance near the vehicular drop-off. Drought-tolerant landscaping (trees, shrubs, and perennials) and irrigation will be added within this project area. Mechanical and electrical equipment will be screened with fences or plantings. Page 3 (Site Plan Checklist – Prepared 12/05/03; revised 9/22/04; revised 7/24/07, revised 11/14/11) SITE PLAN CHECKLIST These checklists shall be completed and returned as part of the submittal. Any item checked “No” or “N/A” (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Design Review Board (DRB) Site Plan Review Thresholds. Does the proposal include one or more of the following: Design Review Board (DRB) Site Plan Review Thresholds Yes No 1. 20 or more dwelling units in a multiple household structure or structures 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or industrial space 3. 20,000 or more square feet of exterior storage of materials or goods 4. Parking for more than 90 vehicles B. General Information. The following information shall be provided for site plan review: General Information Yes No N/A 1. Location map, including area within one-half mile of the site 2. List of names and addresses of property owners according to Chapter 38.40, BMC (Noticing) 3. A construction route map shall be provided showing how materials and heavy equipment will travel to and from the site. The route shall avoid, where possible, local or minor collector streets or streets where construction traffic would disrupt neighborhood residential character or pose a threat to public health and safety 4. Boundary line of property with dimensions 5. Date of plan preparation and changes 6. North point indicator 7. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet 8. Parcel size(s) in gross acres and square feet 9. Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio, FAR), with a breakdown by land use 10. Location, percentage of parcel(s) and total site, and square footage for the following: a. Existing and proposed buildings and structures b. Driveway and parking c. Open space and/or landscaped area, recreational use areas, public and semipublic land, parks, school sites, etc. d. Public street right-of-way 11. Total number, type and density per type of dwelling units, and total net and gross residential density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, covered and uncovered bicycle parking, compact spaces, handicapped spaces and motorcycle parking, on- street parking, number of employee and non-employee parking spaces, existing and proposed, and total square footage of each Page 4 General Information, continued Yes No N/A 13. The information required by Section 38.41.060.L, BMC (Streets, Roads and Alleys), unless such information was previously provided through a subdivision review process, or the provision of such information was waived in writing by the City during subdivision review of the land to be developed, or the provision of such information is waived in writing by the City prior to submittal of a preliminary site plan application 14. Description and mapping of soils existing on the site, accompanied by analysis as to the suitability of such soils for the intended construction and proposed landscaping 15. Building design information (on-site): a. Building heights and elevations of all exterior walls of the building(s) or structure(s) b. Height above mean sea level of the elevation of the lowest floor and location of lot outfall when the structure is proposed to be located in a floodway or floodplain area c. Floor plans depicting location and dimensions of all proposed uses and activities 16. Temporary facilities plan showing the location of all temporary model homes, sales offices and/or construction facilities, including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan complying with Section 38.41.050.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 38.38, BMC (Supplementary Documents) 19. Stormwater Management Permit Application required C. Site Plan Information. The location, identification and dimension of the following existing and proposed data, onsite and to a distance of 100 feet (200 feet for PUDs) outside the site plan boundary, exclusive of public rights-of-way, unless otherwise stated: Site Plan Information Yes No N/A 1. Topographic contours at a minimum interval of 2 feet, or as determined by the Planning Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way 4. Ingress and egress points 5. Traffic flow on-site 6. Traffic flow off-site 7. Utilities and utility rights-of-way or easements: a. Electric b. Natural gas c. Telephone, cable television and similar utilities d. Water e. Sewer (sanitary, treated effluent and storm) 8. Surface water, including: a. Holding ponds, streams and irrigation ditches b. Watercourses, water bodies and wetlands c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be identified as lying within a 100-year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis d. A floodplain analysis report in compliance with Chapter 38.31, BMC (Bozeman Floodplain Regulations) if not previously provided with subdivision review Page 5 Site Plan Information, continued Yes No N/A 9. Grading and drainage plan, including provisions for on-site retention/detention and water quality improvement facilities as required by the Engineering Department, or in compliance with B.M.C. Chapter 40 Article 4 storm drainage ordinance and best management practices manual adopted by the City 10. All drainageways, streets, arroyos, dry gullies, diversion ditches, spillways, reservoirs, etc. which may be incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway (where appropriate) b. The downstream conditions (developed, available drainageways, etc.) c. Any downstream restrictions 11. Significant rock outcroppings, slopes of greater than 15 percent or other significant topographic features 12. Sidewalks, walkways, driveways, loading areas and docks, bikeways, including typical details and interrelationships with vehicular circulation system, indicating proposed treatment of points of conflict 13. Provision for handicapped accessibility, including but not limited to, wheelchair ramps, parking spaces, handrails and curb cuts, including construction details and the applicant’s certification of ADA compliance 14. Fences and walls, including typical details 15. Exterior signs. Note – The review of signs in conjunction with this application is only review for compliance with Chapter 38.28, BMC (Signs). A sign permit must be obtained from the Department of Planning and Community Development prior to erection of any and all signs. 16. Permanent and construction period exterior refuse collection areas, including typical details 17. A site plan, complete with all structures, parking spaces, building entrances, traffic areas (both vehicular and pedestrian), vegetation that might interfere with lighting, and adjacent uses, containing a layout of all proposed fixtures by location and type. The materials required in Section 38.41.060.18, BMC (Lighting Plan), if not previously provided 18. Curb, asphalt section and drive approach construction details 19. Landscaping - detailed plan showing plantings, equipment, and other appropriate information as required in Section 38.41.100, BMC (Submittal Requirements for Landscaping Plans). If required, complete section C below 20. Unique natural features, significant wildlife areas and vegetative cover, including existing trees and shrubs having a diameter greater than 2.5 inches, by species 21. Snow storage areas 22. Location of City limit boundaries, and boundaries of Gallatin County’s Bozeman Area Zoning Jurisdiction, within or near the development 23. Existing zoning within 200 feet of the site 24. Historic, cultural and archeological resources, describe and map any designated historic structures or districts, and archeological or cultural sites 25. Major public facilities, including schools, parks, trails, etc. 26. The information necessary to complete the determination of density change and parkland provision required by Chapter 38.27, BMC, unless such information was previously determined by the City to be inapplicable and written confirmation is provided to the applicant prior to submittal of a preliminary site plan application. If a new park will be created by the development, the park plan materials of Section 38.41.060.16, BMC shall be provided. 27. Describe how the site plan will satisfy any requirements of Article 8 Section 10, BMC (Affordable Housing) which have either been established for that lot(s) through the subdivision process or if no subdivision has previously occurred are applicable to a site plan. The description shall be of adequate detail to clearly identify those lots and dwellings designated as subject to Article 8 Section 10, BMC compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. Page 6 D. Landscape Plans. If a landscape plan is required, the following information shall be provided on the landscape plan: Landscape Plan Information Yes No N/A 1. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines, driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name, street address, and lot and block description 5. Location, height and material of proposed screening and fencing (with berms to be delineated by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer strips 7. Complete landscape legend providing a description of plant materials shown on the plan, including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated 8. Complete illustration of landscaping and screening to be provided in or near off-street parking and loading areas, including information as to the amount (in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces 9. An indication of how existing healthy trees (if any) are to be retained and protected from damage during construction 10. Size, height, location and material of proposed seating, lighting, planters, sculptures, and water features 11. A description of proposed watering methods 12. Location of street vision triangles on the lot (if applicable) 13. Tabulation of points earned by the plan – see Section 38.26.060, BMC (Landscape Performance Standards) 14. Designated snow removal storage areas 15. Location of pavement, curbs, sidewalks and gutters 16. Show location of existing and/or proposed drainage facilities which are to be used for drainage control 17. Existing and proposed grade 18. Size of plantings at the time of installation and at maturity 19. Areas to be irrigated 20. Planting plan for watercourse buffers, per Section 38.23.100, BMC (Watercourse Setbacks), if not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not otherwise provided by the application. Show open stairways and other projections from exterior building walls BOZEMAN DEACONESS HOSPITAL – MEDICAL OFFICE BUILDING (MOB) 5 APR. 16, 2014 CONDITIONAL USE PERMIT (CUP) SUBMITTAL CITY OF BOZEMAN, MONTANA SITE PLAN CHECKLIST NARRATIVE A. Design Review Board (DRB Site Plan Review Threshold: 1. No dwelling units are proposed. 2. The proposed new medical office footprint is approx. 16,672 SF. 3. No exterior storage of materials or goods is proposed. 4. Only 67 new vehicular parking spaces are proposed. B. General Information: 11. No dwelling units are proposed. 13. The development is not submitting for subdivision Preliminary Plat. 17. A Noxious Weed Management and Revegetation Plan is not required. All site construction areas not paved are to be landscaped as shown on the Planting Plan. 18. No new Property Owners Associations or Covenants are proposed. 19. The project exceeds one area of disturbance, therefore, the Stormwater Management Permit Application does not apply. The contractor is required to apply and secure a Montana Pollution Discharge Elimination System (MPDES) prior to beginning construction. C. Site Plan Information: 8. a-d.: No Surface Watercourses areas exist or are proposed. 10. a-c.: No Drainageway areas exist or are proposed. 11. No rock outcroppings or significant topographic features exist on-site. Existing and proposed contours are shown on the site plan. No slopes greater than 25% are proposed. 13. The project is designed as compliant with ADA 15. Exterior signs – a sign permit will be submitted for by the Owner at a later date for a “Highland Park 5” sign on the edge of the drive up canopy as shown on the exterior building elevations. An address sign will be around the vestibule to match others on campus. There will not be an exterior comprehensive sign. Patients will be told to go to Highland Park 5 building, and us the interior directory to find the appropriate department. This is the same way-finding the other Medical Office Buildings use on campus. Tenants of MOB5 will not have their own signs visible from the exterior of the building. 24. The site is not designated historically significant. 26. No Park or Recreation requirements are required with this application. 27. No Residential Affordable Housing is proposed or required with this application. D. Landscape Plan Information: 20. No watercourses areas exist or area proposed on-site. BOZEMAN DEACONESS HOSPITAL – MEDICAL OFFICE BUILDING (MOB) 5 APR. 16, 2014 CONDITIONAL USE PERMIT SUBMITTAL CITY OF BOZEMAN, MONTANA ADJOINER’S LIST Bozeman Deaconess Health Services 915 Highland Blvd Bozeman, MT 59715-6902 City of Bozeman PO Box 1230 Bozeman, MT 59771-1230 Aspen Pointe at Hillcrest 1201 Highland Blvd Bozeman, MT 59715-5983 Bozeman Deaconess Real Estate Development Corp P.O. Box 10490 Bozeman, MT 59719-0490 T (800) 236-6800 F (262) 504-5415www.cree.com/lighting “A”3.9"(99mm) 27.1"(688mm) 2.1" (53mm) 18.1" (460mm)Optional PhotocellReceptacle Location9.0" (229mm) Dim. “A”LED Count (x10) 12.1" (306mm) 14.1" (357mm) 16.1" (408mm) 18.1" (459mm) 20.1" (510mm) 22.1" (560mm) 24.1" (611mm) 28.1" (713mm) 32.1" (814mm) 04 06 08 10 12 14 16 20 24 Convenient, Interlocking Mounting Method Rev. Date: 09/27/13 † See www.cree.com/lighting/products/warranty for warranty terms * Available on luminaires with 60–240 LEDs. ** Available on luminaires with 40–160 LEDs. *** Available on luminaires with 40–60 LEDs. ARE-EDG DA E Product Optic Mounting LED Count (x10)Series Voltage Color Options Drive Current Options ARE-EDG DA Direct Arm 04 06 08 10 12 14 16 20 24 E UL Universal 120–277V UH Universal 347–480V 34 347V SV Silver (Standard) BK Black BZ Bronze PB Platinum Bronze WH White 350* 350mA 525** 525mA 700*** 700mA 40K 4000K Color Temperature - Color temperature per luminaire DIM 0–10V Dimming - Control by others - Refer to dimming spec sheet for details - Can't exceed speciﬁed drive current F Fuse - When code dictates fusing, use time delay fuse - Not available with all ML options. Refer to ML spec sheet for availability with ML options HL Hi / Low (175 / 350 / 525 Dual Circuit Input) - Refer to ML spec sheet for details - Sensor not included P Photocell - Not available with all ML options. Refer to ML spec sheet for availability with ML options - Must specify voltage other than UH R NEMA Photocell Receptacle - Not available with all ML options. Refer to ML spec sheet for availability with ML options - Photocell by others ML Multi-Level - Refer to ML spec sheet for details Product Description Slim, low proﬁle design minimizes wind load requirements. Luminaire sides are rugged cast aluminum with integral, weathertight LED driver compartments and high performance aluminum heat sinks. Convenient, interlocking mounting method. Mounting housing is rugged die cast aluminum and mounts to 3–6" (76–152mm) square or round pole. Luminaire is secured by two 5/16-18 UNC bolts spaced on 2" (51mm) centers. Performance Summary Utilizes BetaLED® Technology Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 5700K (+ / - 500K) Standard, 4000K (+ / - 300K) Limited Warranty†: 10 years on luminaire / 10 years on Colorfast DeltaGuard® ﬁnish EPA and Weight: Reference EPA and Weight spec sheet Accessories Field Installed Accessories XA-BRDSPK Bird Spikes ARE-EDG-3M-DA Cree Edge™ Area Luminaire – Type III Medium – Direct Arm Mount 3M Type III Medium 3M Ordering Information Example: ARE-EDG-3M-DA-04-E-UL-SV-350-OPTIONS 06 UL BZ 700 P ARE-EDG 3M DA 06 E UL Z 700 P T (800) 236-6800 F (262) 504-5415www.cree.com/lighting © 2013 Cree, Inc. All rights reserved. For informational purposes only. Content is subject to change. See www.cree.com/patents for patents that cover these products. Cree®, the Cree logo, BetaLED®, NanoOptic®, the BetaLED Technology logo, and Colorfast DeltaGuard® are registered trademarks, and Cree Edge™ is a trademark of Cree, Inc. The UL logo is a registered trademark of UL LLC. DesignLights Consortium™ and the DLC QPL logo are trademarks of Northeast Energy Eciency Partnerships, Inc. Product Speciﬁcations CONSTRUCTION & MATERIALS • Slim, low proﬁle, minimizing wind load requirements • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartments and high performance heat sinks • Convenient interlocking mounting method. Mounting housing is rugged die cast aluminum mounting to 3–6" (76–152mm) square or round pole, secured by two 5 / 16-18 UNC bolts spaced on 2" (51mm) centers • Includes leaf / debris guard • Exclusive Colorfast DeltaGuard® ﬁnish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Standard is silver. Bronze, black, white, and platinum bronze are also available ELECTRICAL SYSTEM • Input Voltage: 120–277V or 347–480V, 50 / 60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral weathertight electrical box with terminal strips (12Ga–20Ga) for easy power hookup • Integral 10kV surge suppression protection standard • To address inrush current, slow blow fuse or type C / D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without P or R options • Consult factory for CE Certiﬁed products • Certiﬁed to ANSI C136.31-2001, 3G bridge and overpass vibration standards • 10kV surge suppression protection tested in accordance with IEEE / ANSI C62.41.2 • Luminaire and ﬁnish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as deﬁned in ASTM Standard B 117 • Product qualiﬁed on the DesignLights Consortium™ (“DLC”) Qualiﬁed Products List (“QPL”) when ordered without full backlight control shield • Meets Buy American requirements within ARRA Photometry All published luminaire photometric testing performed to IESNA LM-79-08 standards by a NVLAP certiﬁed laboratory. IES Files To obtain an IES ﬁle speciﬁc to your project consult: http://www.cree.com/lighting/tools-and-support/exterior-ies-conﬁguration-tool Lumen Output, Electrical, and Lumen Maintenance Data * Actual production yield may vary between -4 and +10% of initial delivered lumens. ** For more information on the IES BUG (Backlight-Uplight-Glare) Rating visit www.iesna.org/PDF/Erratas/TM-15-11BugRatingsAddendum.pdf. *** For recommended lumen maintenance factor data see TD-13. Calculated L70 based on 6,000 hours LM-80-08 testing: > 150,000 hours. ARE-EDG-3M-DA Type III Medium Distribution LED Count (x10) 5700K 4000K System Watts 120–480V TOTAL CURRENT 50K Hours Projected Lumen Maintenance Factor @ 15˚C (59˚F)***Initial Delivered Lumens* BUG Ratings**Per TM-15-11 Initial Delivered Lumens* BUG Ratings**Per TM-15-11 120V 208V 240V 277V 347V 480V 350mA @ 25˚C (77˚F) 93% 06 6,242 B2 U0 G2 6,011 B2 U0 G2 66 0.52 0.31 0.28 0.26 0.20 0.15 08 8,323 B2 U0 G2 8,015 B2 U0 G2 90 0.75 0.44 0.38 0.34 0.26 0.2010 10,379 B3 U0 G3 9,994 B3 U0 G3 110 0.92 0.53 0.47 0.41 0.32 0.24 12 12,454 B3 U0 G3 11,993 B3 U0 G3 130 1.10 0.63 0.55 0.48 0.38 0.28 14 14,438 B3 U0 G3 13,903 B3 U0 G3 158 1.32 0.77 0.68 0.62 0.47 0.35 16 16,501 B3 U0 G3 15,889 B3 U0 G3 179 1.49 0.87 0.77 0.68 0.53 0.39 20 20,626 B3 U0 G3 19,862 B3 U0 G3 220 1.84 1.06 0.93 0.83 0.64 0.47 24 24,751 B4 U0 G4 23,834 B4 U0 G4 261 2.19 1.26 1.10 0.97 0.76 0.56 525mA @ 25˚C (77˚F) 92% 04 5,893 B2 U0 G2 5,675 B2 U0 G2 70 0.58 0.34 0.31 0.28 0.21 0.16 06 8,739 B2 U0 G2 8,415 B2 U0 G2 101 0.84 0.49 0.43 0.38 0.30 0.22 08 11,652 B3 U0 G3 11,220 B3 U0 G3 133 1.13 0.66 0.58 0.51 0.39 0.28 10 14,530 B3 U0 G3 13,992 B3 U0 G3 171 1.43 0.83 0.74 0.66 0.50 0.38 12 17,436 B3 U0 G3 16,790 B3 U0 G3 202 1.69 0.98 0.86 0.77 0.59 0.44 14 20,213 B3 U0 G3 19,465 B3 U0 G3 232 1.94 1.12 0.98 0.87 0.68 0.50 16 23,101 B3 U0 G3 22,245 B3 U0 G3 263 2.21 1.27 1.11 0.97 0.77 0.56 700mA @ 25˚C (77˚F)90%04 7,198 B2 U0 G2 6,932 B2 U0 G2 92 0.78 0.46 0.40 0.36 0.27 0.20 06 10,674 B3 U0 G3 10,279 B3 U0 G3 134 1.14 0.65 0.57 0.50 0.39 0.29 CSA Test Report #: 6401 ARE-EDG-3M-**-06-E-UL-700-40K Initial Delivered Lumens: 10,657 ARE-EDG-3M-**-12-E-UL-525-40K Mounting Height: 25' (7.6m) A.F.G. Initial Delivered Lumens: 16,790 Initial FC at grade 1249 3747 4996 120˚120˚ 150˚ 150˚ 2498 60° 90˚90° 60˚ 30° Candlepower Trace: Vertical plane throughhorizontal angle of maximum candlepower. 80' 20' 20' 40' 6.1 0m 6.1 12.2 40'60'20'0' 20' 40'60' 12.218.3 6.1 0m 6.1 12.2 18.3 80' 24.4 24.4 24.4 0' CURB LINE40' 12.2 30.5 30.5 100'100' 18.3 18.3 60' 80'30.5 60' 2 1 .5 .2 60˚ Position of vertical plane of maximum candlepower. 80' .1 PRELIMINARY STORM DRAINAGE REPORT BOZEMAN DEACONESS HOSPITAL – MEDICAL OFFICE BUILDING 5 BOZEMAN, MONTANA CTA Architects/Engineers 411 E. Main Street, Suite 101 Bozeman, Montana 59715 Phone: 406-556-7100 Fax: 406-585-3031 April 16, 2014 Copyright 2014 BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 1 TABLE OF CONTENTS VICINITY MAP ............................................................................................................................................................ 2 DESIGN CRITERIA ..................................................................................................................................................... 3 DESIGN ASSUMPTIONS ............................................................................................................................................ 3 SOIL INFORMATION ................................................................................................................................................. 3 PRE-DEVELOPMENT CONDITIONS ........................................................................................................................ 4 POST-DEVELOPMENT CONDITIONS ..................................................................................................................... 4 CONVEYANCE ............................................................................................................................................................ 4 STORAGE FACILITIES .............................................................................................................................................. 5 MAINTENANCE CONSIDERATIONS ...................................................................................................................... 5 SUMMARY .................................................................................................................................................................. 6 SE01: Bozeman Deaconess Campus Pre-developed Plan SE02: Bozeman Deaconess Campus Post-developed Plan Appendices Appendix A Area Comparison Calculations Appendix B Conveyance Sizing Calculations G:\BDHOSP\BZMN\MOB5\Civil\Storm\Prelim Bdhosp MOB5 DrnRpt.doc BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 2 VICINITY MAP Not to Scale Project Site BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 3 This Preliminary Stormwater Drainage Plan satisfies the City’s requirement for the construction of a new Medical Office Building (MOB 5) of the Bozeman Deaconess Hospital campus in Bozeman, Montana. The current hospital campus contains 63.77 acres of buildings, parking, landscaped areas and undeveloped area. The proposed 1.40 acre project site is located on the south side of the hospital campus, east of Old Highland Blvd and south of Medical Office Building (MOB) 2. The study area site lies within Section 17, Township 2 South, Range 6 East, P.M. in the City of Bozeman. The site is comprised of grass lawn with some pine trees sloping south and a portion of a intercampus access road. The project will include the construction of a new medical office building with a connecting tunnel to MOB 2, an asphalt parking area expansion, driveways, curbs, sidewalk, handicap ramps, a stormwater conveyance system, landscaping, and lighting. The site plans are attached to the end of this report. This Plan addresses the proposed improvements by examining the pre- and post-developed stormwater runoff characteristics of the site, and providing mitigating measures to compensate for potential impacts resulting from the development. A site plan is provided in Figure 2. DESIGN CRITERIA Pre and post-development runoff calculations are developed using the methodology found in the City of Bozeman Design Standards and Specifications Policy, March 2004. DESIGN ASSUMPTIONS The topographic survey for the hospital campus was received from Allied Engineering, Inc. (2002) and supplemental survey information from CTA Architects Engineers (December 2008 and 2013) was used for this analysis. A storm water analysis was performed for the addition of Lot H on the campus, with the resulting report titled, “Storm Drainage Report, Bozeman Deaconess Hospital – Lot H, Bozeman, Montana” by CTA Architects Engineers and dated July 20, 2009. The report analyzed the stormwater runoff effects of the addition of Lot H, the expansion of Lot E and the addition of a 12-Bed Patient Wing resulting in the expansion of the existing detention pond. This information was used as a basis for the new MOB 5 building. Hydraflow Storm Sewer Extensions for AutoCAD 3D 2014 is the modeling program used to size the proposed storm water drain pipes. SOIL INFORMATION Soil information at the project site is obtained from a soils report titled “Geotechnical Investigation for Bozeman Deaconess Hospital Option 2 Addition”, prepared by HKM Engineering, Inc., on March 22, 2001. According to this report, the cores taken at the location of the proposed parking area contains lean clay which would be classified as a Hydrologic Group D soil. BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 4 PRE-DEVELOPMENT CONDITIONS The topography of the site is sloped south toward the paved intercampus road with an average slope of 2%. Lot H is currently sloped to the north with a 5% slope. The 1.40 acre project site is currently covered with grass lawn and pine trees. Runoff is collected from Lot H with existing catch basins located in the gutters on the north side of the lot. Runoff generated by the intercampus road is collect in catch basins on both sides of the crowned road. Runoff collected in the catch basins in Lot H and the intercampus road is conveyed north around the Cancer Center (MOB 3) and MOB 4. The runoff continues east to the stormwater detention facility at the southwest corner of Highland Blvd and Ellis Street. The stormwater is detained and then released east into an existing conveyance system along the south side of Ellis Street. The stormwater travels approximately 1/3 mile to a tributary of the East Gallatin River (see SE01: Bozeman Deaconess Campus Pre-developed Plan). POST-DEVELOPMENT CONDITIONS Stormwater runoff generated by the proposed building is released via downspouts on the west and east sides of the building. The downspouts are connected directly to the storm water conveyance system. The remaining landscaped areas provide positive drainage away from the building. On the east side of the building, a catch basin collects runoff from a portion of Lot C parking area and a portion of the roadway, and flows south. At the southeast corner of the new building, the conveyance turns and runs across the new north curb line of the Lot H. The associated catch basins collect the runoff from Lot H and flows west. Along the west side, the west half of the building roof runoff is collected and combined in the conveyance system. Several catch basins near the loading dock collect runoff from half of Old Highland Drive. The collected runoff flows northwest and connects to the existing stormwater system at the southwest corner of the Cancer Center. Runoff from Lot E flows east into a conveyance system which deposits the stormwater in a small detention pond south of the southern entrance. Flow from the pond is conveyed under Old Highway Blvd and released in the landscaped strip on the east side of the road. The released flow is collected in several catch basins and combined at the storm manhole near the southwest corner of the Cancer Center (MOB 3). The combined stormwater is conveyed around the west side of the hospital buildings to the existing stormwater detention facility. The pond is located in the southwest corner of Ellis Street and Highland Blvd. The metered release from the pond flows east into an existing conveyance system along the south side of Ellis street discharges into an existing ditch. The stormwater travels approximately 1/3 mile to a tributary of the East Gallatin River. (see SE02: Bozeman Deaconess Campus Post-developed Plan). CONVEYANCE As required by the City of Bozeman, storm pipe system is designed to maintain a minimum velocity of 3-fps for the design storm depth. The City also requires that all proposed BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 5 conveyances are sized to accommodate the 25-year storm event. Conveyance system sizing calculations are included in Appendix B. The collected stormwater from the proposed development is conveyed with a new conveyance system to the existing system located at the southwest corner of the Cancer Center. The existing conveyance system conveys the runoff along the west side of the campus and then turns northeast prior to discharging into the detention pond. The metered release from the pond flows to the north into a storm manhole and then east through several storm mains to a ditch at the northeast corner of Ellis Street and Highland Blvd. The stormwater runoff discharges into a ditch which discharges into an unnamed tributary of the East Gallatin River. STORAGE FACILITIES The detention facility for the hospital campus was expanded to accommodate the construction of Lot H, the expansion of Lot E and the 12-Bed Patient Wing. This analysis was documented in a storm report titled “Storm Drainage Report, Bozeman Deaconess Hospital – Lot H, Bozeman, Montana” by CTA and dated July 30, 2009. Lot H was constructed, however, the Lot E expansion and the 12-bed Patient Wing have not been constructed to date. A pre- and post-developed area comparison was performed to determine the potential effects on the storm water pond. The pond was sized to accommodate the 12-Bed Patient Wing which would have resulted in a net additional impervious of 9,036 square feet. The new MOB 5 building will yield a new additional impervious of 4,731 square feet. Therefore, the detention pond will accommodate the runoff of the new MOB 5 building (See Appendix A). The existing control structure meters the storm water discharges into an existing conveyance system which eventually discharges into a tributary of the East Gallatin River. MAINTENANCE CONSIDERATIONS Catch basins are proposed at each change in horizontal or vertical alignment in the storm drain system. Each of these catch basins contains a minimal sump of 9 inches to collect sediments. Care should be taken to properly clean the catch basins to ensure maximum capacity of the basins. The catch basins should be inspected on a yearly basis during the summer months and sediments removed to allow proper operation of the system. Any sediment removed during this procedure shall be deposed of per the City of Bozeman standards. Storm conveyance pipes should be inspected at the same time as the catch basins. Careful attention should be given to the build up of sediment and debris within the invert (bottom) of the pipe. If more that one-inch of sediment is observed, then the sediments should be removed through cleaning. Any line flushing to remove sediment or debris should only be done during periods of dry weather. The detention ponds located on the hospital campus should be inspected concurrently with the catch basins to determine sediment accumulation. If a large amount of sediment is detected (6 inches), then the sediment must removed from the bottom of the pond. The sediment may BOZEMAN DEACONESS HOSPITAL – MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Page 6 contain a significant amount of metals as well as the possibility of pesticides. All sediment removed from the facility shall be deposed of per the City of Bozeman standards. The concrete control structure located at the northeast corner of the detention pond should be inspected at least once per year, preferable in the summer. Any debris collected at the rectangular weir or in the structure should be removed. The structure should be inspected for sediment collection at the bottom and all sediment remove per the City standards. SUMMARY Due to the lack of infiltratable soils, stormwater runoff from the project site must be collected and detained on-site. The existing on-site detention pond was expanded in 2009 and can accommodate the additional runoff generated by the construction of the proposed parking area as well as future development. During the construction of the site, the proposed system will collect and combine the stormwater from the various buildings and parking areas, and convey the runoff to the hospital campus facility for detention prior to release. This measure protects the river tributary from streambank erosion caused by the release of stormwater runoff at greater velocities than previously experienced. BOZEMAN DEACONESS HOSPITAL –MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Figures BOZEMAN DEACONESS HOSPITAL –MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Appendix A Area Comparison MOB 5 Pre- and Post-Developed AreasApril 15, 201412-Bed Patient WingED/Lot ENot ConstructedED Constructed 2012Lot E Slated for Construction 2014Pre-developedSq. Ft AcresPre-developed Sq. Ft AcresBuildings- 0Buildings- 0Concrete Sidewalks1,050 0Concrete Sidewalks- 0Asphalt1,910 0Asphalt810 0.02Landscape13,126 0.30Landscape54,880 1.26Total16,086 0.37Total55,690 1.28Post-developedSq. Ft AcresPost-developed Sq. Ft AcresBuildings11,150 0.26Buildings- 0Concrete Sidewalks846 0.02Concrete Sidewalks- 0Asphalt- 0.00Asphalt44,790 1.03Landscape4,090 0.09Landscape10,900 0.25Total16,086 0.37Total55,690 1.28Net Impervious9,036 MOB 5Slated for Construction 2014Pre-developed Sq. FtAcresBuildings- 0.00Concrete 11,309 0.26Asphalt37,746 0.87Landscape14,795 0.34Total63,850 1.47Post-developed Sq. FtAcresBuildings17,355 0.40Concrete9,035 0.21Asphalt27,396 0.63Landscape10,064 0.23Total63,850 1.47Net Impervious4,731 BOZEMAN DEACONESS HOSPITAL –MOB 5 BOZEMAN, MONTANA PRELIMINARY STORM DRAINAGE REPORT Appendix B Conveyance Sizing Calculations UPUP1234ABCD1A3015671A302EXISTING M.O.B. II1A4022A3023A302STORAGE003CORRIDOR001STAIR 2002STORAGE004TUNNEL005RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCJHBDHOSP_MOB5BASEMENTFLOOR PLANA100BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A1001BASEMENT-TUNNEL PLANREVISIONS DNUPUPUPDNPLAN LEGENDWALL TYPEWALL TYPE NOTEROOM NUMBERWINDOW TYPE)WOMEN'SLOCKER101XXPLAN NOTE1A101SIMXXDETAIL OR SECTION NUMBERSHEET WHERE DRAWN101DOOR NUMBERDIMENSION TO FACE OF STUDSLOPE X:XINDICATES ROOF SLOPE- IF NO SLOPE IS LISTED ASSUME1/4" PER 12" MIN - SLOPE ALLCRICKETS TO DRAIN - ROOF DRAINSUMPS SLOPE 1/2" PER 12"X1. NOT USEDPLAN NOTESWALL TYPE LEGENDSCALE: 1" = 1'-0"WALL TYPE NOTESGENERAL:A.SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR WALL FINISHESB.PROVIDE BLOCKING AS REQUIRED TO SECURE WALL HUNG COMPONENTSC.EXTEND ALL COMPONENTS TO UNDERSIDE OF DECK, UNLESS NOTEDOTHERWISE. PROVIDE SLIP TRACKS AT UNDERSIDE OF STRUCTURE TOACCOUNT FOR DEFFLECTIOND.ALL NEW WALLS TO HAVE INSULATION FOR FULL STUD THICKNESS U.N.O.E.FIRE SEAL ALL RATED WALLS AT PERIMETER AND ALL PENETRATIONSF.SEAL ALL VAPOR RETARDER PERIMETERS AND PENETRATIONSG.AT NON-RATED WALLS, DO NOT PROVIDE GYP. BD. ON SHELLED SIDES OFWALLSH.ALL FIRE AND/OR SMOKE RATED WALLS TO BE MARKED/STENCILED IN ALLACCESSIBLE FLOOR AND CEILING SPACES EVERY MAX 30' HORIZONTALLY WITHLETTERING MIN. 1/2" HIGH STATING THE TYPE OF RATED WALL PER IBC 2009SECTION 703.6KEYNOTES:1.NOT USED3 5/8" METAL STUDS 16" O.C.WITH SOUND BATT INSUL.5/8" GYP BOARD5/8" GYP BOARDI3INTERIOR 3 5/8" STUD WALL6" METAL STUDS 16" O.C.WITH SOUND BATT INSUL.5/8" GYP BOARD5/8" GYP BOARDI6INTERIOR 6" METAL STUD WALL3 5/8" METAL STUDS 16" O.C.WITH SOUND BATT INSUL.5/8" TYPE 'X' GYP BOARD5/8" TYPE 'X' GYP BOARDR1INTERIOR 1HR RATED WALLREFER TO UL DESIGN #U419 FOR FURTHERREQUIREMENTS. CONTRACTOR'S OPTION TOUSE SHAFT WALL IN LIEU OF WALL TYPE 'R1'6" METAL STUDS 16" O.C.1/2" GLASS MAT GYP SHEATHING5/8" GYP BOARD - DO NOTPROVIDE AT SHELLED SPACESEMEXTERIOR MASONRY WALLWEATHER BARRIER3" POLYISO INSULATION7/8" AIR GAPCMU VENEER - SEALEDA2031A2021A201A202121234ABCD1A301567105-1102-11A302VESTIBULE101LOBBY102MEN103WOMEN104STAIR 1105101-2104-1103-1A4011A40143A4021A402MAIN ELEC110FIREPUMP/ENTRANCE108ELEC112DATA113LOADING DOCK BUMPERSACCESSIBLE TRAUMA ELEVATORHAND RAIL AND PIPE BOLLARDCONC. FILLED STEEL PAN STAIRSWITH STEEL PIPE RAILINGS - PAINT4' TILE WITH PAINT ABOVEON ALL RESTROOM WALLS.PAINTED GYP. CEILINGSPASSENGER ELEVATORPOWERED INSULATED SECTIONAL DOOR8' wide for 8' wide trailer, 9' wide for 8.5' trailer9' tallSLOPE LOADING DOCK TO EXTERIOR30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"12' - 8 5/8"2A302CMU BASE WITH PRECAST CONC. CAPCMU BOX OUT AROUND STEEL COLUMNALUM. BREAK AWAY AUTOMATICSLIDING ENTRANCE DOORS WITH 1"INSULATED TEMPERED GLASSPROVIDE BOLLARDS AT DRIVE THROUGHPROVIDE BOLLARDS AT LOADING DOCKTI451 DARK BRONZE ALUM.STOREFRONT WINDOWS WITH1" INSULATED GLASS - TYP.3A302STAIR 2106MECH109LOADING DOCK SEALS1HR FIRE PUMP ROOMEMER. PWR112DATA1112A301DOCK LID TO BE SPRAY FOAM INSUALTED 3"WITH PREFINISHED METAL SOFFIT PANELSRCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCJHBDHOSP_MOB5FIRST FLOORPLANA101BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A1011FIRST FLOOR PLANREVISIONS UPUPDNDNA2031A2021A201A202121234ABCD1A3015671A302LOBBY201MEN202WOMEN203STAIR 1204STAIR 2205204-1201-1201-2202-1203-1A4012A40153A4021A402ELEC206DATA2072A3021HR MECHANICAL CHASES1HR EXHAUST CHASE -COORD. PIPES, DUCTS,STRUCT.WATER COOLER - COORD.SIZE205-1RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtAuthorCheckerBDHOSP_MOB5SECONDFLOOR PLANA102BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A1021SECOND FLOOR PLANREVISIONSNOTE: FLOOR PLANS 3-5 ARE SIMILAR TO FLOOR 2 DNUPA2031A2021A201A202121234ABCD1A3015671A3023A402A401101A402BALLASTED EPDM ON SLOPED ROOF STRUCTURE WITH WALK PAVERSSLOPED STRUCT 1/4" : 12"SLOPED STRUCT 1/4" : 12"RIDGERTU 2VERT. CEMENT BOARDSIDING ON STEEL FRAMINGMECHANICAL SCREEN2A302BALLASTED EPDM ON TAPERED INSULATIONSTAIR 2006206-6210' - 0"13' - 5"57' - 7"9' - 0"9' - 0"8' - 4"12' - 4"11' - 10"9' - 6"9' - 0"RTU 12A301EXISTING MOB2 2ND FLOOR ROOF BELOWBALLASTED EPDM TUNNEL ROOF BELOWMECH YARD SCREEN WALL BELOWRCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtAuthorCheckerBDHOSP_MOB5ROOF PLANA106BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A1061ROOF PLANREVISIONS MATERIALS LEGENDSEALED CMUMETAL SIDINGCEMENT BOARD SIDINGFIRST FLOOR100' - 0"SECOND FLOOR114' - 0"T.O. FOOTING95' - 0"1234THIRD FLOOR128' - 0"ROOF170' - 0"PARAPET173' - 0"5671A302T.O. WAINSCOT103' - 0"B.O. SIDING108' - 6"LOWER87' - 6"34' - 4 3/4"149' - 1 3/8"7' - 0"4' - 0"2A302FOURTH FLOOR142' - 0"FIFTH FLOOR156' - 0"9' - 0"11' - 0"6' - 0"ELEVATOR SHAFTMECHANICAL SCREEN WALLSTAIR WELLMECHANICAL YARD CMU SCREEN WALL5' - 6"8' - 6"7' - 0"4' - 0"10' - 0"19' - 0"6' - 0"18' - 0"38' - 1 1/2"REFER TO SITE PLANS FOR GRADING1ST FLOOR ELEVATION = 4914' ABOVE SEA LEVELROOF ELEVATION = 4984'CONNECTOR TUNNEL TO MOB24' - 0"6' - 0"RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCJHBDHOSP_MOB5NORTHEXTERIORELEVATIONA201BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A2011NorthREVISIONS FIRST FLOOR100' - 0"SECOND FLOOR114' - 0"T.O. FOOTING95' - 0"ABCDTHIRD FLOOR128' - 0"ROOF170' - 0"PARAPET173' - 0"1A301T.O. WAINSCOT103' - 0"B.O. SIDING108' - 6"3A302FOURTH FLOOR142' - 0"FIFTH FLOOR156' - 0"MATERIALS LEGENDSEALED CMUMETAL SIDINGCEMENT BOARD SIDINGFIRST FLOOR100' - 0"SECOND FLOOR114' - 0"ABCDTHIRD FLOOR128' - 0"ROOF170' - 0"PARAPET173' - 0"3A402T.O. WAINSCOT103' - 0"B.O. SIDING108' - 6"4' - 2"18' - 6 7/16"4' - 6"4' - 6 7/16"10' - 4 3/4"51' - 7 3/8"14' - 0"3A302FOURTH FLOOR142' - 0"FIFTH FLOOR156' - 0"RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCTCBDHOSP_MOB5EAST & WESTEXTERIORELEVATIONSA202BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A2022WestREVISIONS 1/8" = 1'-0"A2021East FIRST FLOOR100' - 0"SECOND FLOOR114' - 0"T.O. FOOTING95' - 0"1234THIRD FLOOR128' - 0"ROOF170' - 0"PARAPET173' - 0"5671A302T.O. WAINSCOT103' - 0"B.O. SIDING108' - 6"2A302FOURTH FLOOR142' - 0"FIFTH FLOOR156' - 0"2A301RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCJHBDHOSP_MOB5SOUTHEXTERIORELEVATIONA203BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTALREVISIONS 1/8" = 1'-0"A2031South RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtTCJHBDHOSP_MOB5EXTERIORPERSPECTIVESA210BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTALREVISIONSA2101NE CORNERA2102SW CORNER FIRST FLOOR100' - 0"SECOND FLOOR114' - 0"1234THIRD FLOOR128' - 0"ROOF170' - 0"PARAPET173' - 0"5671A302A4023T.O. WAINSCOT103' - 0"B.O. SIDING108' - 6"LOWER87' - 6"2A302METAL SIDING ON 6" METAL STUD FURRING1HR MECH CHASESRTURTU SCREEN WALLELEVATOR PIT WITH LADDERFOURTH FLOOR142' - 0"FIFTH FLOOR156' - 0"2A301FIRST FLOOR100' - 0"T.O. FOOTING95' - 0"T.O. WAINSCOT103' - 0"GRADEGRAVELCONC. FOUNDATION WALL - COORD.BLOCKOUTS WITH UTILITIES3/4" CHAMFER8" CMU TO MATCH BUILDING- GROUTED & REINFORCED2X BLOCKING - SHIMTO SLOP BACKCOPING TO MATCHBUILDING WITH HOLDDOWN CLIP3' - 0"1' - 0"RCHECKED BY:CTA #DATE:DRAWN BY:SHEETCOPYRIGHT 2014CTA, INC.ALL RIGHTS RESERVEDNOT FOR CONSTRUCTION - PRELIMINARY DESIGN\\ys030\Users_Folders\tedc\Documents\BZB5Arch_Tedc.rvtAuthorCheckerBDHOSP_MOB5BUILDINGLONG SECTIONA301BOZEMAN, MONTANABOZEMAN DEACONESSHOSPITAL - MOB5 SHELL04/16/14CITY CUPSUBMITTAL 1/8" = 1'-0"A3011BUILDING SECTION - LONGREVISIONS 3/4" = 1'-0"A3012GENERATOR ENCLOSURE WALL "B"#3 TIES1'-7" LAP3"CLRPOLE BASEDIAMETER #3 TIES @12"PROJECT ANCHOR BOLTS ABOVE TOP OFBASE. PROVIDE DOUBLE NUTS FORLEVELING UNIT (ONE ABOVE AND ONEBELOW BASE FLANGE) GROUT VOIDBETWEEN BASE FLANGE AND TOP OFCONCRETE, HAND FINISH TEMPLATE TO BEFURNISHED BY POLE MANUFACTURER.BASE COVER3-#3 TIES ATTOP OF FORMANCHOR BOLTS TO BEFURNISHED BY POLEMANUFACTURERFINISHED GRADELINESEE SITE PLAN FORBRANCH CIRCUITWIRINGCONTRACTORREINFORCED CONC.BASE, BY ELECTRICALHAND HOLEBUSH CONDUIT ENDS45° CHAMFER1 1/2 " MIN. FINISHGROUT(MIN. 3" LARGER THAN OUTTER MOSTPORTION OF BASE COVER).VERTICALBARS 6-#624"7'-0"24" MIN 30"3"MIN 36" MIN2"1 1/2" 18"st XXXX10910910109810101010999910101010101099101085655513512 + 2 ADA7 + 2 ADA8163999 ADA376"st6"st6"st6"st6"stbpbpbp MOB 1-3 OfficeTotal = 122,366 sfFlr 1 - 62,083 sfFlr 2 - 60,283 sf8"wm C18"st 18"st ssssssssssirr irr irr irr irr irr 4"st STSTSTSTSTSTSTSTSTSTSHEET WORK NOTESPANEL LE IS EXISTING - 200A, 120/208V WITH A 200A M.B., INSTALL A 20A2P BREAKER FOR NEW LIGHTING CIRCUIT. MATCH EXISTING A.I.CRATINGS.1(2)-#10 +(1)-#10 GNDIN 1" C.(2)-#10 +(1)-#10 GND IN1" C.(2)-#10 +(1)-#10 GND IN1" C.EXISTINGPANEL LE1(2)-#10 +(1)-#10 GND IN1" C.LUMINARIE SCHEDULETypeManufacturerCatalog NumberLocationType HeightLampNo.Voltage WattageRemarksS1CREE(2) ARE-EDG-3M-DA-06-D-UL-BZ-700-PSITEPOLE 24'-6" OAHLED208 160 Type 3 dist. Double head on 22'-0" pole and 30" base.Pole for S1 22'-0" Square Steel rated for 100mph wind w/1.3 gust factor. BRZ finish. Dual heads on single pole. Pole equal to NAFCO SSS Series.CHECKED BY:CTA #DATE:DRAWN BY:SHEETNOT FOR CONSTRUCTION - PRELIMINARY DESIGN BDHOSP_MOB5BOZEMAN, MONTANA BOZEMAN DEACONESS HOSPITAL - MOB5 SHELL 04.16.14CITY CUP SUBMITTAL REVISIONS ®LOT ESITELIGHTINGPLANE1011E101LOT E SITE LIGHTING PLANSCALE: 1" = 40'-0"2E101POLE BASE DETAIL - TYPE S1NO SCALENORTHREF.SEE L102 FOR MOB5 SITE AREAPOLE LIGHTING RELOCATIONS 1 Allyson Brekke From:Tara L. Hastie Sent:Monday, June 09, 2014 9:29 AM To:Allyson Brekke Cc:Aimee Brunckhorst; Stacy Ulmen Subject:FW: Comment for Public Hearing on Building 5 Bozeman Deaconess Medical Center Public comment for Bozeman Deaconess MOB #5 on June 16 City Commission agenda. Thanks. Tara Hastie, Planning Technician City of Bozeman Community Development 20 E. Olive St., P.O. Box 1230 Bozeman, MT 59715 ph. (406)582‐2260 fx. (406)582‐2263 From: Steve Phelps [mailto:sjphelps@mashgiach.org] Sent: Monday, June 09, 2014 9:23 AM To: Tara L. Hastie Subject: Comment for Public Hearing on Building 5 Bozeman Deaconess Medical Center Unfortunately I will not be able to attend the public hearing so I wanted to forward a concern to the Board for consideration as part of that forum. I live in Hew Hyalite View and travel Highland past the hospital and medical offices quite regularly. I notice very often that cars using the southernmost entrance to the medical offices off Highland fail to signal or signal very late, just before slowing. As there is no dedicated left turn lane for that entrance northbound down Highland and no dedicated right turn lane for that entrance southbound up Highland, I have seen many near misses and even a couple of accidents. It is especially bad in winter months where snow and ice affect stopping distance. All other entrances off of Highland to the Hospital or Medical Offices have both dedicated right hand turn and left hand turn lanes. As we consider the building of an additional medical office building, which will increase the traffic and exacerbate the existing concern, I would like to request that dedicated right and left turn lanes modifications to Highland be a part of the project and a condition thereof; for both the existing southernmost entrance and any new entrances created off Highland. Thank you, Steve Phelps 1751 Fir Crest Ct. Bozeman, MT 59715 406-219-3787