July 10, 2017 special meeting

Special Meeting of the Capitol Region Watershed District (CRWD) Board of Managers, for Monday, July 10, 2017 at 4:30 p.m. at the office of the CRWD, 1410 Energy Park Drive, Suite 4, St. Paul, Minnesota. 3 SPECIAL MEETING AGENDA This is a Special Meeting of the Board of Managers regarding the 595 Aldine Redevelopment Project

I.

Call to Order of Special Meeting (President Joe Collins) A) Attendance B) Review, Amendments, and Approval of the Agenda

II.

New Building Schematic Design A) Review Schematic Design for 595 Aldine Redevelopment Project

III.

Project Financing A) Review and Discuss Overall Project Costs and Financing Options.

IV.

V.

VI.

Materials Enclosed

Action Items A) Approve Schematic Design for 595 Aldine Redevelopment Project B) Approve Contract Amendment #1 for Schematic Design Phase with MSR Design C) Approve Contract Amendment #2 for Design Development Phase with MSR Design D) Approve Date and Time for Board Workshop Next Meetings A) Wednesday, July 12, 2017 CAC Meeting (new building tour at 6:00pm) B) Wednesday, July 19, 2017 Board Meeting Adjournment

Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District

July 10, 2017 Board Meeting II. New Building Schematic Design A). Review Schematic Design for 595 Aldine Avenue DATE: TO: FROM: RE:

July 6, 2017 CRWD Board of Managers CRWD Design Team (Mark, Anna, Bob, Forrest) 595 Aldine Redevelopment Schematic Design

Background During the spring and early summer of 2017, District Staff and MSR Design have been working on defining and developing the schematic design for the redevelopment of the 595 Aldine property for the new office of CRWD. Issues Staff have reviewed and finalized the schematic design for the project. This schematic design has gone through a pricing analysis to get preliminary costs for the project. The pricing exercise included alternates that the District should consider accepting. The schematic design, pricing summary, and alternates summary table are enclosed.

Staff will review the schematic design and preliminary pricing with the Managers.

Action Requested None, review and comment only enc:

Full Schematic Design Pricing Package (electronic only) MSR Schematic Design Presentation (electronic only) Schematic Design Layouts and Renderings Schematic Design Budget Clarifications Schematic Design Construction Cost Summary Schematic Design Alternates Table

W:\01 Administration\Facility Management\595 Aldine\Building Program\MSR Design\SD\July 10 Special Meeting\02 Board Memo 1--Schematic Design.docx

Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District.

Schematic Design Narrative for the rehabilitation,

site & building design of

Capitol Region Watershed District’s Office SD – Pricing Set Issue Date: 09 May 2017 MSR Project No. 2017028.00

ARCHITECT: Meyer, Scherer & Rockcastle, Ltd. LANDSCAPE: Emmons & Oliver Resources, Inc. CIVIL ENGINEER: Emmons & Oliver Resources, Inc. LIGHTING DESIGN: Mazzetti STRUCTURAL ENGINEER: Meyer, Borgman, Johnson MECHANICAL, ELECTRICAL, PLUMBING, & FIREPROTECTION ENGINEER: Integral Group, Inc.

Pricing Package Index

Introduction

Section 1

Program Document

Section 2

Master Alternates List

Section 3

Code Analysis

Section 4

Civil Engineering

Section 5

Landscape

Section 6

Structural Engineering

Section 7

Architectural

Section 8

Lighting Design

Section 9

Electrical

Section 10

Mechanical

Section 11

Plumbing

Section 12

Fire Protection

Section 13

Technology

Section 14

Supplementary information & Drawing List

Section 15

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Section 1:

Project Introduction, Scope and Goals

1.1 Background Capital Region Watershed District (CRWD) is a special purpose unit of local government in charge of managing water resources within its designated drainage boundaries. Watershed districts work to protect and improve water quality in lakes, rivers, wetlands, and streams within their jurisdiction, and to protect residents and property against flooding. CRWD covers 40 square miles and includes portions of the cities of Falcon Heights, Lauderdale, Maplewood, Roseville and Saint Paul. Located within Ramsey County, CRWD has a population of 225,000 people. CRWD drains to the Mississippi River, its primary water resource. CRWD lakes include Como Lake, Crosby Lake, and Loeb Lake in Saint Paul and Lake McCarrons in Roseville.

Additional information about CRWD is available at www.capitolregionwd.org.

1.2 Site Description The 1.99-acre site is comprised of two parcels and currently has three buildings that include a 14,538square foot building built in 1949 and a pole barn for storage built in 1978 on the east parcel (595 Aldine St.), and a separate garage built in 1949 on the west parcel (1736 Thomas Ave). Two of the three current buildings were constructed and occupied by a diesel sales company that also performed repair work on the site. In the late 1960s, McQueen Equipment, a heavy equipment company acquired the site and occupied it until 2016. Attached is a survey of the site.

1.3 Project Scope CRWD proposes to renovate the former McQueen building located on the east parcel for use as office space and to demolish the pole barn and construct a new single story garage/vehicle storage and laboratory space. CRWD does not currently have any planned use for the west parcel or the building located there. It is anticipated that at some point in the future the west parcel (1736 Thomas Ave.) will be sold off.

The new workspace is intended to be a mix of office and meeting space with ample room for public meetings. While maintaining the integrity and character of the 1949 building, CRWD intends to incorporate artistic design elements, create an open floor plan, and be innovative in terms of stormwater management and sustainability.

This project will also be a brownfield redevelopment. A Phase I and II Environmental Site Assessment has been completed indicating diesel impacted soils to the west of the building and solvent vapors beneath the slab inside the building. A Response Action Plan to address handling of the impacted soils and a vapor mitigation strategy has been submitted to MN Pollution Control Agency and is expected to be acted upon by early February. Any redevelopment plan for the building and site will need to be closely integrated with approved environmental mitigation strategies.

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The project schedule includes architect selection on March 1, 2017 and a move in date of approximately November 1, 2017. The preliminary budget for the remodeling/renovation work is $3,500,000. This does not include professional services, environmental remediation and furnishings.

1.4 Project Vision Workplace Standards CRWD’s space should create an open and unified office environment that fosters a culture of collaboration, communication and partnership. It should provide flexible and varied meeting spaces as well as social and private/ focus spaces for maximum workplace choice. The new workspace should also be aesthetically pleasing and showcase CRWD’s goals of water quality and public service.

Site Standards: CRWD’s work site shall showcase their innovative stormwater management techniques and habit native species of plant and wildlife.

Design for the Future: The new CRWD workplace should be designed with long term goals to create an environment that promotes human health & well-being; and will be successful for years to come as the workplace continues to evolve. Sustainability & environmental impact for the future are key drivers for this design.

Promote Innovation CRWD’s workplace should promote its innovative core. The new workplace should foster this innovative spirit to identify with the energy of its people and culture.

CRWD + Community CRWD represents the community through its values of protecting & improving water and the community’s quality of life. The design of the new workplace will seamlessly integrate these values, creating a welcoming community space.

1.5 Project Goals CRWD has established an initial set of design principles for guiding the design of CRWD’s new workplace, which reflect the values and overarching goals of the organization. The principles shall be used by the professional design team and CRWD’s Board of Managers, Building Committee, Design Team and staff committees. They will help to establish and maintain good design practice and consistency throughout the design and construction process.

Global • Create a well‐designed workplace that provides all the space, equipment and support systems that CRWD staff need to excel at their job.

• Create a sustainable workplace using green building principles to conserve natural resources and protect water resources including the Mississippi River and create a healthy workplace.

• Adopt voluntarily the City of Saint Paul’s Sustainable Building Policy, which requires compliance with Leadership in Energy and Environmental Design (LEED) or Minnesota B3 Rating Systems and the Saint Paul Overlay.

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• • • • •

Provide flexible workplace that can accommodate organizational growth without the need to acquire additional building space.

Maintain integrity and character of the 1949 building Address the site’s brownfield issues Ensure CRWD is economically responsible and obtains maximum benefit for its investment.

Ensure that building design is inclusive and accessible for all.

BMPs, Landscaping and Exterior • Implement innovative stormwater best management practices suitable for an urban brownfield site with an emphasis on green infrastructure practices that utilize rainwater as a resource.

• Create artful landscaping that utilizes native plant species adapted to MN climate to minimize maintenance and water use.

• Meet or exceed the District’s stormwater management requirements. Explore options for creating a net zero runoff site and/or treating off‐site runoff.

• Provide shared stacked stormwater management for both the Aldine and Thomas parcels.

• Create outdoor amenities for employees and visitors.

• Increase and enhance greenspaces and reduce overall impervious surfaces.

• Create clearly designated and welcoming public entrances.

Function, Form and Furnishings • Create an open and unified office layout that fosters a workplace culture of communication, collaboration and partnership amongst staff and within and across divisions.

• Create multiple, flexible meeting and work spaces that can accommodate large, medium and small groups, formal meetings, informal gatherings, social areas, and quiet and private spaces.

• Provide the latest and most efficient technologies in computer and telecommunication systems including mobility‐enabling technologies that allow staff to work anywhere throughout the workplace.

• Create a comfortable, productive work environment by maximizing natural lighting and offering natural ventilation, thermal comfort, high indoor air quality, and sound control.

• Encourage a healthy work environment with ergonomic furniture, flexible workstations, locker rooms, bike racks, etc.

• Provide a safe and secure environment for employees, Board of Managers, CAC members, and visitors.

• Provide short and long term flexible storage space for District needs.

Outreach, Art and Aesthetics • Create an aesthetically pleasing design that reflects our goals of water quality and public service by incorporating artistic elements, color, and a consistent design style.

• Create a watershed education and outreach center that demonstrates and offers on‐site learning about stormwater best management practices, technologies and activities.

• Provide community gathering spaces for neighborhood groups and other local organizations that are visible and welcoming, which can help create and strengthen partnerships.

• Create a workplace that reflects the identity and character of Capitol Region Watershed District and instills a sense of pride, purpose and dedication for the organization.

• Consider the history of the site and neighborhood in site and building design.

• Ensure that the design of accessible and visible spaces reflect the communities we serve and offers opportunities for meaningful engagement.

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Section 2:

Project Program

2.1 CRWD Program Assessment (Typical SF)

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Section 3:

Master Alternates List

Civil and Landscape Alternates 1. City Sidewalks Site Base Option 1: Provide 260 SY Concrete (see Landscape Narrative for details) Site Alternate 1: Provide 260 SY Porous Concrete (see Landscape Narrative details) 2. Site Sidewalks Base: Provide 250 SY Concrete (see Landscape Narrative for details) Site Alternate 2: Provide 260 SY Porous Concrete (see Landscape Narrative details) 3. Underground Filtration Gallery Base: Project to include Underground Infiltration Galley as follows: 13,500 cf underground storage in pipe and surrounding rock, 1570 LF 30 inch diameter perf pipe (or equivalent) in 38 inch deep rock bed (6 inches under, 2 inches over pipe). Approximately 66 ft x 48 ft, with geotextile on top and sides.

Site Alternate 3: Project to include alternate Underground Infiltration Galley assembly: 13,500 cf underground storage in pipe and surrounding rock, 344 LF 72 inch diameter perf pipe (or equivalent) in 84 inch deep rock bed (6 inches below and over pipe). Approximately 140 ft x 54 ft, with geotextile on top and sides.

4. Thomas Building Pavement Removal Base: Project to provide cost for 900 SY removal of concrete pavement along Thomas Ave West Site Alternate 4: Project to provide cost for 2,400 SY removal of concrete pavement along Thomas Ave West 5. Thomas Building Asphalt Pavement Base: Project to provide cost for 900 SY of asphalt pavement along Thomas Ave West Site Alternate 5: Project to provide cost for 2,400 SY of asphalt pavement along Thomas Ave West 6. Site Fencing (Employee Patio) Base: Provide 125 LF, 6’ Height custom, perforated metal screen with gate Site Alternate 6: Provide 125 LF, 6’ Height Cedar fence with lattice top 7. Site Fencing (Outdoor Gathering Area) Base: Provide 52 LF, 4’ Height custom, perforated metal screen Site Alternate 7: Provide 52 LF, 4’ Cedar Courtyard style fence

Structure Alternates 1. Garage / Shop Structural System Base: Steel Joists supporting standard roof (can be used for PV array option) Structural Alternate 1.1: Alternate Steel Joists assembly (supporting 60psf green roof assembly) Structural Alternate 1.2: Hollowcore plank (standard roof, green roof, and PV array options) Structural Alternate 1.3: Wide flange beam + concrete topping (green roof option)

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2. PV Array Existing Building Roof Structure Base: Remove existing roof deck and joists entirely. Replace with new roof joists + deck, and strengthen the existing girder beams as needed to support a new rooftop PV array.

Structural Alternate 2: Retain existing roof deck and joists. Provide a new above-roof beam system to support the PV array, with stub columns down to existing girder beams. Strengthen existing beams and columns as required.

Architecture Alternates 1. Existing Slab Demolition Base: Retain existing floor slab at current elevation – no demolition Architecture Alternate 1: Price the demolition of the higher elevation slab (2 northernmost structural bays), and the removal of sub slab material to allow for a new slab to match the main floor elevation. Include in this alternate costs to provide an on-site core-drill sample to confirm existing column footing depth at northern portion of slab and a 50ft length of new egress sidewalk along the north face of building with 7” high curb.

2. Glazing System Types Base: Provide all exterior glazed openings as a curtain wall system, structural silicone glazing (see narrative and B.O.D.) Architecture Alternate 2.1: Provide the cost reduction to provide all glazing conditions as a nonSSG, fully captured with snap covers system. (see narrative and B.O.D.) Architecture Alternate 2.2: In lieu of a curtain wall glazing system, provide for a thermally improved storefront glazing system with a 2” sightline and SSG option. (see narrative and B.O.D.) 3. Exterior Wall Types Base: Provide for removing the face brick on the east side of the existing building. Include an insulated exterior wall assembly utilizing the existing CMU as backup. Clad with vertical box rib metal paneling.

Architecture Alternate 3.1: Provide for removing the face brick on the east side of the existing building. Include an insulated exterior wall assembly utilizing the existing CMU as backup. Clad with new kiln fired exterior brick.

Architecture Alternate 3.2: Retain existing face brick on the east side of the existing building.

Provide for insulation and furring to the interior face of the existing CMU walls.

4. Garage / Shop Addition Exterior Wall type Base: Provide for the Garage/Shop exterior wall assembly to have wood cladding with insulation on a new CMU bearing wall.

Architecture Alternate 4: Provide for the Garage/Shop exterior wall assembly to have vertical box rib metal paneling with insulation on a new CMU bearing wall.

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5. Green Roof at Garage / Shop Addition Base: No green roof system.

Architecture Alternate 5.1: Provide cost for an intensive green roof system (see Material ID List for Basis of Design product) on the Garage / Shop roof + Steel Joist structural system – see Structural Alternate 1.1.

Architecture Alternate 5.2: Provide cost for an intensive green roof system (see Material ID List for Basis of Design product) on the Garage / Shop roof + Hollow Core Plank structural system – see Structural Alternate 1.2.

Architecture Alternate 5.3: Provide cost for an intensive green roof system (see Material ID List for Basis of Design product) on the Garage / Shop roof + Wide Flange Steel Beam structural system – see Structural Alternate 1.3.

6. Unisex Restroom Base: No unisex restroom in scope.

Architecture Alternate 6: Provide for an additional gender neutral/unisex restroom (approximately 65 SF) with finishes similar to the other restrooms.

Interior System Alternates 1. Interior Operable Partition Base: Provide a continuous horizontally folding panel system in the Community Training Room.

(See Architecture Narrative and Material ID List for Basis of Design Product) Interior System Alternate 1: Provide a custom fabric ceiling mounted hanging panel system in the Community Training Room. (See Architecture Narrative and Material ID List for Basis of Design Product)

Lighting Alternates 1. Linear Rooftop Monitors Base: Project to include linear rooftop monitors as defined in lighting pricing materials Lighting Alternate 1.1: Project to incorporate individual skylights in lieu of linear monitors 2. Tunable White Lighting System Base: No tunable white lighting system Lighting Alternate 2: Project to incorporate a tunable white lighting system in work areas as defined in lighting pricing materials

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Electrical Alternates 1. Solar PV Alternate (JE Dunn to coordinate pricing with MSR who has reached out to EVS Solar) Base: No solar PV rooftop array Electrical Alternate 1.1: Provide for a 26 KW Solar PV system on the Garage/Shop roof only + related structural system (see structural alternates) Electrical Alternate 1.2: Provide for a 130 KW Solar PV system on the Office building roof only + related existing structural reinforcing (see structural alternates)

Mechanical Alternates 1. Mechanical System Base: Rooftop DOAS with Water Source Heat Pump Mechanical Alternate 1.1: Rooftop DX /VAV System Mechanical Alternate 1.2: Geo-thermal Well Field Mechanical Alternate 1.3: City Water heat exchange system Mechanical Alternate 1.4: City Sewer heat exchange system

Fire Protection Alternates 1. Fire Protection System Base: No automatic sprinkler system or fire alarm system.

Fire Protection Alternate 1.1: Provide for an automatic sprinkler system in the existing Office building and Shop/Garage addition.

Fire Protection Alternate 1.2: Provide for a Fire Alarm System in the existing Office building and Shop/Garage addition.

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Section 4:

SD Code Analysis

Submission under: 2015 Minnesota Building Code, 2015 Minnesota Accessibility Code Proposed construction type: IIIB • Allowable Height and Area Table 503 o Group B: 3 story/55ft - 19,000sf / story • Proposed use is OFFICE: o Group B: Office (Office and Shop) o Group A-3: Assembly (Community Training Room) o Group S-2: Low Hazard Storage (Garage) o Consider different uses as accessory spaces o Table 508.4 –  1 hr required separation between A-3 and B occupancy if sprinklered.  2 hr required separation between A-3 and B occupancy if non-sprinklered  1 hr required separation between B and S-2 occupancy if sprinklered.  2 hr required separation between B and S-2 occupancy if non-sprinklered • Means of Egress o Group B (business) 100sf / person o Group A (assembly - unconcentrated) 15sf / person o Group S-2 (moderate Hazard storage) 100sf /person

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Section 5:

Civil Narrative

5.1 Sanitary Sewer Service Public sanitary sewer is available in Aldine Street and Thomas Avenue. Location and depth of existing service lines to both buildings need to be determined; assume existing services can be used as is.

5.2 Water Service Public water main exists in Thomas Ave. Existing services unknown, assume East building services need replacing for both fire and domestic uses; assume 6 inch fire line and 2 inch domestic service connected to public main in Thomas, both approximately 45 feet long. Assume west building existing service remains for future owner replacement. Location and depth of existing service lines to both buildings needs to be determined.

5.3 Storm Sewer & Drainage The only existing on-site storm sewer is a catch basin and 18 inch diameter reinforced concrete pipe (RCP) near the southwest property corner that discharges to public storm sewer off site. This catch basin and pipe will remain and provide the exit point for the new on site system. See Schematic Drainage Plan for details of the new on site system, consisting of an underground detention and infiltration bed, pretreatment structures, rain garden/bioretention areas, tree trenches, permeable pavement with underground storage, pipes, inlet structures, manholes, and the various connections, including overflow, for the internal cistern. The underground storage for the permeable pavement will consist of approximately 6,000 cu ft of 1 – 3 inch clean quarry or trap rock (no limestone).

Two options are being considered for the underground treatment bed on the west site. Both options will use a combination of pipe storage and rock void space storage, with pipes evenly spaced and two feet apart within the rock bed. Option 1 (Site Base Option 3 in Master Alternates List) is 13,500 cu ft underground storage in pipe and surrounding rock, 1,570 feet of 30 inch diameter aluminized steel perforated pipe (or equivalent) in a 38 inch deep rock bed (6 inches under, 2 inches over pipe). Approximately 66 ft x 48 ft, with geotextile on top and sides. Option 2 (Site Alternate 3 in Master Alternates List) is 13,500 cf underground storage in pipe and surrounding rock, 344 feet of 72 inch diameter aluminized steel perforated pipe (or equivalent) in an 84 inch deep rock bed (6 inches below and over pipe). Approximately 140 ft x 54 ft, with geotextile on top and sides. The rock beds will consist of 1 – 3 inch clean quarry or trap rock (no limestone). Equivalent options to aluminized steel pipe include plastic arch storage chambers or rectangular concrete chambers sized to provide the required treatment volume of 13,500 cu ft.

Both options will have some type of isolator row/manifold pretreatment pipe of the same size as the pipes in the system.

5.4 Site Grading & Erosion Control After pavements are removed (Site Base Option 4 or Site Alternate 4 in Master Alternates List), the site will be graded to new elevations and slopes to accommodate new building access points and new green

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space and other site amenities as well as connections to surrounding streetscape and other properties.

Earthwork cannot be quantified until a site survey is available and a grading plan can be completed.

Suggested pricing placeholder for earthwork: 1,000 cu yd on site (excluding trenching and excavation for drainage facilities), 500 cu yd haul off site). Erosion control will consist of typical BMPs (Best Managements Practices) for site development – silt fence, filter logs, catch basin inlet protection, rock construction entrance, etc. Quantities cannot be determined until a grading plan is completed.

Suggested pricing placeholders at this point: 600 ft silt fence, 600 ft filter logs, 3 catch basin inlet protection, one rock construction entrance (50 ft long x 20 ft wide x 6 inch thick 1 – 2 inch crushed rock, 1,000 sq ft geotextile) 5.5 Pavements and Concrete Curb & Gutter New bituminous pavement and permeable pavement will be constructed on all paved areas for the east building site. The west site will require, at a minimum, new pavement over the underground treatment bed. Some additional paving will likely be required at perimeter transition areas. Bituminous pavement preliminary design section is 8 inches of 100% crushed aggregate base, 2 inches of bituminous base course, and 1.5 inches of bituminous wear course. Approximately 1,500 sq yd will be required for the east site. The west site minimum area is approximately 900 sq yd (Site Base Option 5 in Master Alternates List); if the entire site is repaved, approximately 2,400 sq yd will be needed (Site Alternate 5 in Master Alternates List). For the permeable pavement on the east site visitor parking area, assume 220 sq yd of brick pavers on a 12 inch thick base of 0.5 – 1 inch clean crushed rock.

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Section 6:

Landscape Narrative

6.1 Removals One hundred percent of the existing exterior site materials on the Aldine St property will be removed to begin the renovation process. This consists primarily of bituminous surface, with some areas of concrete, gravel, and turf (see Removals Plan). The out building will also be removed, along with the timber wall on its west side. The fence and gates on the north side of the property extending from the Aldine property to Thomas property shall be removed as well. Five existing trees are to be removed along Thomas Ave. There is a minimum and maximum amount of bituminous removal on the Thomas property based upon the infiltration system alternate sizing (see Removals and Civil plans and Civil narrative).

6.2 Site Walks Site walks at the perimeter of the building will consist of stamped and stained concrete, 5” thick on a base of 6” crushed rock. Total area for site walks is approx. 250 SY (Site Base Option 2). Alternate for site walks will be porous concrete walks on a 6” thick base of 0.5 – 1 inch clean crushed rock (Site Alternate 2). Total area for site walks is approx. 250 SY. Site “crosswalks” moving east/west across the site from the entry doors to provide access from parking lots will be paved with stamped and stained concrete to mimic a natural stone surface such as Bluestone. Total area is approximately 100 SY. 6.3 City Sidewalks Concrete sidewalks on City of St Paul ROW will be restored on Aldine St, after grade changes are made to accommodate curb and drive lane. A concrete sidewalk will be added along Thomas Avenue, where it currently does not exist. Concrete sidewalks shall be 6’ wide and 6” thick on a base of 6” crushed rock (Site Base Option 1). Alternate for city sidewalks in ROW will be porous concrete walks on a 6” thick base of 0.5 – 1 inch clean crushed rock (Site Alternate 1). Total area for concrete sidewalks in ROW is approx.

260 SY. A curb ramp with truncated dome (per City of St Paul Standard Plate 3005E) will be required for pedestrian access at the corner of Thomas Ave and Aldine Street.

6.4 Vegetation, Native Seeding, and Turf Site landscaping will consist of primarily native perennials, shrubs, and trees. Some cultivars will be selected that have proven desirable attributes such as hardiness, ease of maintenance, and flower color or length of bloom period. At the schematic design level a specific planting plan has not been developed however deciduous trees are sited on the plan and areas for the planting of shrubs and perennials have been identified. The table below indicates the number and type of plants that can be estimated at this point for native landscaping areas. It is assumed that “native landscaping” areas will feature 40% 5 gallon shrubs planted at 48” on center, and 60% 1 gallon perennials planted at 24” on center. Total area of native landscaping is approx. 800 SY.

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Estimated Plant Quantities QTY

Type

Size

Cont.

22

Deciduous Tree – Single Stem

2.5"

B&B

2

Ornamental Tree – Multi-Stem

2"

B&B

225

Deciduous/Coniferous Shrub

#5

Cont.

1250

Perennial Flower/Grass

#1

Cont.

2080

Bioretention Perennials

2"

Plug

Bioretention areas will be planted with 2” plugs of native plants that can tolerate the hydrologic conditions of each stormwater feature. Approx. area of bioretention is 450 SY. Plugs will be planted at 18” on center. The remainder of the site will be seeded with a mesic prairie seed mix such as MN-DOT 35-241. Total area for prairie seeding is approx. 800 SY. Seed shall be applied with a bonded fiber matrix.

All landscape and bioretention planting and native seeding shall be performed by a certified landscape contractor with min. 5 years of experience in native plant installation and maintenance. A two-year vegetation establishment and maintenance period will also be contracted with the installer.

Landscaped areas in City ROW will be finished with turf sod. Total area approx. 275 SY. Native landscaping and prairie seeding areas to receive 6” topsoil, MNDOT 3877, Type F. Turf areas to receive 4” topsoil, MNDOT 3877, Type F. Native landscaping and bioretention areas to receive 3” depth shredded hardwood mulch.

6.5 Bioretention and Weir Walls Bioretention areas will capture sheet runoff from parking lot and infiltrate it through 24” depth engineered soil biomedia. Engineered soil media will consist of 20% washed sand and 80% organic leaf compost. Bioretention areas will be graded to have approximately 12” surface storage. Weir walls will cross the bioretention area in two locations. Each will serve as a bridge to allow pedestrians to pass from one property to the other. Weir walls will be constructed of concrete and will feature a notch in the middle to allow water to overflow to the other side of the wall. The notch will be covered with a pedestrian-safe trench grate such as Iron Age Designs “Oblio” style trench grate 4”x24” (x3). Weir walls will be 30’ long and 6’ wide. Height of wall will be approx. 48” (12” above grade and 36” below grade footing). See Section 6.4 for bioretention plant materials.

6.6 Tree Trenches Tree trenches will be constructed along Aldine Street and Thomas Avenue. The Aldine tree trench will be 20.5’ wide, stretching from the back of curb to the edge of the permeable paver parking areas. The Thomas tree trench will be 12.5’ wide and will stretch from the back of curb to the south edge of the city sidewalk. Tree trenches will consist of 24” depth of CU-Structural™ Soil (or approved equal). Assume 375 CY total volume. Tree trenches will be landscaped with turf in the ROW and native shrubs and perennials in the parking lot island, as well as trees. See Section 6.4 for all site plant materials.

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6.7 Educational Water Installation The educational water installation, located on the west side of the Aldine building will be directly connected to the rainwater collection cistern on the interior of the building. A small hand pump will pull water out of the cistern and deliver it to a runnel structure that will be custom designed for this project.

The runnel will be formed from concrete and lined with clean rock. Water will flow from the hand pump, through the runnel at the north end, down to a designed pool with multiple depths, with an overflow near the top to deliver excess water to the underground infiltration system in the Thomas parking lot.

The pool will be partially covered with a custom iron trench grate (by Iron Age Designs) to allow pedestrian access across the site walk. The trench grate will be 20’ x 6’ with radius ends.

The south end of the educational water installation captures roof runoff from a scupper on the shop roof. It is delivered to a custom designed system of runnels at multiple elevations that drops down from south to north and ultimately delivers runoff into the designed pool. The runnels are constructed with concrete, metal, and natural stone. The estimated cost range for the educational water installation is $25,000-75,000.

6.8 Community Aquatic Garden The community aquatic garden at the NE corner of the Aldine parcel will serve as a public space on the site as well as an invitation to the public to come engage with the Watershed District. The aquatic garden itself will be situated within a series of overlapping pools created from the sawed ends of galvanized storage tanks. The largest, at 10’ dia. will be recessed into the ground plane. The pool depth will be 12” and it will be planted with aquatic plants that are native to Minnesota. The second largest container garden will be 6’ dia. and the top of the container will be 12” above grade. It will be designed to overlap and overflow into the lowest garden, and it will also be planted with native, aquatic plants.

The third garden will be 4’ dia. and 24” tall, and will be planted with native wetland plants, and fitted with an overflow into garden #2. The fourth and final garden will be 3’ dia. and 36” tall, planted with wetland plants, and overflowing into garden #3. There will be a designed, sculptural drain scupper from the corner of the roof that will deliver water from the interior cistern into the aquatic garden complex.

The estimated cost range for this garden installation is $20,000-50,000.

6.9 Outdoor Gathering Area The outdoor gathering area will be situated within the west parking area, around the educational water installation. The area will be paved with stamped and stained concrete similar to site walks. Total seating area 35 SY. The perimeter of the seating area will screen on three sides to block intrusions from parking lot. The screen will be 4’ height custom perforated metal screen. Screen length will be 52 LF (Site Base Option 7). Screen alternate is 4’ height cedar courtyard-style fence (Site Alternate 7). See Landscape Plan for furniture quantity. See Section 6.7 for information on Educational Water Installation.

6.10 Employee Patio The employee patio on the south side of the Aldine building will be paved with permeable pavers.

Assume 210 SY of brick pavers on a 12 inch thick base of 0.5 – 1 inch clean crushed rock. The perimeter

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of the patio will feature a decorative fence and two-panel gate, 125 LF, featuring 6’ height custom perforated metal fence panels (Site Base Option 6). Fence alternate is 6’ height Cedar fence with lattice top and two-panel gate (Site Alternate 6). The employee patio will also feature an outdoor grill, similar to American Outdoor Grill 30” L-Series portable grill. Two GreenScreen® panels will be installed on the building wall within the patio (2’x6’). See Section 6.4 for site vegetation.

6.11 Furniture Bike parking with consist of five embedded, steel bike racks on a 5” thick concrete pad. Concrete pad area approx. 100 SF. Assume Dero Swerve style rack. Site will feature two steel benches by Landscape Forms. Benches will be located in NE corner of Aldine parcel. Tables and chairs from Landscape Forms will be located in the outdoor gathering area and the employee patio (see Landscape Plan for number and arrangement).

6.12 Cistern A galvanized steel rainwater collection cistern, for landscape irrigation, will be located at the NE corner of the Aldine property. Cistern to be 300 gallon size with inlet, outlet, overflow, 12” inspection hatch, and ¾ horsepower Rainflo pump. Tank to be placed on 6” thick concrete pad, with 6” compacted base material beneath.

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Section 7:

Structure Narrative

7.1 Existing Roof Structural Capacity The existing roof consists of a proprietary open web steel joist spaced approximately 4’-0” on center bearing on steel I-shaped beams. Existing drawings are not available and the joist designation and material strength is unknown. Samples of the joist have been taken to confirm material strength to validate assumptions used in the calculation of the joist capacity. Based on dimensional data collected during the condition assessment and research of historical references it is our opinion that the existing joists and beams have adequate capacity to carry code prescribed loads at the time of construction and a single ply adhered membrane roof system but do not have any capacity for additional loads.

The Existing Building Code requires that the structure be capable of carrying the dead load plus the code required loads at the time of construction unless that load is changed. If the load is changed it must carry the loads required by the current building code. Since the existing roof components are at their design capacity any additional load will require that the existing joists be replaced with new joists and the existing beams be strengthened. Additional load would result from the addition of PV panels, mechanical equipment, roof monitors, skylights or snow drifting caused by these items. Individual square skylights that fit within the 4’-0” joist spacing can be added without imposing additional loads.

Each joist that receives additional load will require strengthening. The strengthening would consist of adding a new joist adjacent to or between existing joists. In some cases depending on design details it may also replace an existing joists. The new joist would be a standard open web steel joist with a fieldbolted splice connection and a reduced seat height so that it can be slid into place, shimmed up and braced from the underneath. In a case where decking is removed for other reasons and access is available from the top a full length joist could be set from above. The deck will be fastened to the joist from above with mechanical fasteners.

7.2 Existing roof structural repairs.

Several of the existing bar joists have been modified or damaged. The damage includes buckled bridging, buckled webs (x-shapes within the joists), buckled bottom chords and joists out of plumb.

Eight joists inside the existing mezzanine crawl space have been modified. Each joists that has been modified or damaged will need to be replaced. From data collected during the condition assessment we estimate that there about 16 joists that need to be replaced. We recommend that a detailed survey be conducted by MBJ during design development phase to confirm exactly which joists and the number of joists to be replaced.

The joist replacement would consist of removing any obstructions. Then adding a new joist adjacent to the existing joist. The new joists would be installed in the same way joist strengthening is done. Once the new joist is in place the bridging will be replaced and the top chord anchored to the deck from above using mechanical fasteners. The existing joist is to be removed.

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In several locations joist bridging has been removed. In order for the joists to properly carry the loads all bridging lines must be continuous and properly terminated. Anywhere that existing bridging has been removed or damaged it must be replaced. It would consist of welding small steel angles creating horizontal or x-bracing between the joists. Each joist bay should have 3 rows of bridging.

There are some isolated areas where the existing roof deck is corroded. The roof deck in these locations will need to be replaced. One potential replacement strategy would be to remove a strip of the corroded deck and replace it with new deck of a matching narrow rib profile to nest inside the existing deck. We recommend removing the corroded between joists and lap new deck over the existing that extends over 2 joists. This solution requires specifying a deck profile that matches the existing.

Availability of the proprietary narrow rib deck profile will be investigated during the design development phase. In the event a matching deck profile is not available a more extensive repair will be required.

One possible solution would be to remove the existing deck between joists and adding steel plate over the top of the existing joist to increase the top chord width to achieve minimum bearing width requirements for the deck.

The existing beams bear on top of the columns, with a splice at the columns centerline. The existing beam to column connection does not meet the stability requirements of current building code. To meet this requirement we propose adding stiffener plates fit inside the beam flanges that are field welded to the flange and web. This plate would be added to each side of each end of each beam.

The existing beams have had some holes cut in them to run heating equipment. During design development phase we will analyze the impact of these holes on the beam capacity. Where the holes create less capacity then needed for current loads a repair will be needed. In most cases a repair may not be necessary except where the hole is close to the beam end or directly under and existing joist.

We estimate that there are about 5 locations where this would occur. A suggested repair would include welding a plate over the hole on each side of the web.

7.3 Support of PV Array over existing roof As described above the existing roof does not have capacity to carry any additional load. If a PV array is placed on the existing roof all members supporting the PV system or increased snow drifting as a result of the system will need to be strengthened.

Structural Base Option 2: Since it is proposed to cover the entire roof area with a PV array it is not practical to add new joists from below as described in roof repairs above. To support these panels we recommend removing the existing joists and deck entirely. Then strengthen the existing beams by cover plating the top and bottom flanges to increase the section. After strengthening the beams new joists and deck will be added. Careful sequencing or bracing of the exterior wall will be required to maintain stability of the walls while the roof diaphragm is removed.

Structural Alternate 2: A possible alternative might be to build new steel framing above the existing roof to support the PV array. The new steel framing will need to extend about 4 feet above the existing roof

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with the PV array on top of it so that it does not cause obstructions creating snow drifting on the existing joists. It will need to be designed to span from girder to girder. With this type of PV support system the joists are bypassed but the beams will still require strengthening by increasing the section as described above.

Placed over the entire area of the roof this additional structure and PV array will increase the load to the columns by more than 5%. With this amount of increase we will need to investigate the existing column to determine if columns strengthening is required. This method is presented as a possibility and may need further study and coordination to determine if it is a feasible option.

7.4 Extended Wall openings The proposed design includes enlarging some of the exterior wall openings. In order to enlarge these openings the wall and roof will need to be shored. Shoring is part of means and methods employed by the contractor performing the work. The design of the shoring shall be the responsibility of the contractor.

Once the wall is shored the existing lintel can be removed and a new opening cut. A new steel lintel will be provided for the larger opening. In addition to the new lintel additional jamb reinforcing will be required. The method of jamb reinforcing could vary depending on opening size, existing wall construction and adjacency to other opening. We recommend that the design include a solution that uses steel braces along the length of the lintel and vertical steel tube columns in the jambs to give an alternate load path for the lateral loads. For the largest openings an intermediate column may be required. If design constraints such as fire-proofing, aesthetics or conflicts of bracing with mechanical equipment or ceilings prevent the ability to add braces then further investigation into the wall construction and larger pilasters at the window jambs may be required. Larger pilaster would encroach into the space by about 8”-12” depending on the opening size and existing wall construction.

Size of the new wall openings should be limited to allow enough space for jamb strengthening and lintel bearing without cutting into the existing pilasters. Most openings 12” will be sufficient to accomplish this. However some larger openings may require more depending on size, location, load and method of supporting the lintel and lateral loads.

7.5 Existing Slab on Grade The existing slab on grade has a step so that the north couple bays are higher than the rest of the building. Furthermore, there is some slope to the existing slab on the southern bays and we understand that it is preferable to have a topping slab at the southern bays.

At the north bays, the proposed design includes removing the high slab and lowering it with a new slabon-grade. The new slab-on-grade would consist of 4” cast-in-place concrete slab with a mat of rebar on a vapor barrier, plus control joints at approximately 15 feet on center each way.

There are two interior columns in the north area of the building affected by this change. At this time the footing elevation of these columns is unknown. If the floor slab is lowered there is a possibility that

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these footing would be undermined or exposed. We recommend that the owner engage a material testing lab to locate the top of footing early in the design development phase. In the event that the footing is higher than the new floor the owner may choose to leave it exposed or invest in lowering it.

One possibility to lower the footing would include shoring the roof to completely remove the load from the column, then removing the existing footing and excavate to a new footing elevation. Once the excavation is complete a new footing and pier up to the existing column base plate could be added.

The existing stoops and grade at the east side of the building are at the elevation of the high slab. When the slab is lowered at the north end, the adjacent existing stoops will need to be cut down. Depending on existing exterior footing elevation, if grade is altered around the building or the stoop the exiting footings may require underpinning or some other on-grade insulation to maintain frost protection of footings. We recommend that a test pit be dug to expose the exterior footing enough to determine depth. To achieve the most competitive bid and economical design we recommend the test pit be dug early in the design development phase.

At the southern bays of the building, the topping slab will need to be a minimum of 2 ½” to achieve the desired exposed concrete finish with minimal cracking. This topping slab with increase in thickness as required to address the existing sloped floor. This topping slab shall have a light mat of rebar (approximately #4’s at 12” on center each way), have a quality mix (low w/c ratio, well graded aggregate, etc.) and have control joints cut at approximately 15 feet on center each way.

Accommodations will need to be evaluated for any door exits that are adjacent this topping, such as sloping the topping to get flush at the existing doors (and cut out approximately 2” of the existing slab to provide a continuous finish). Additional options can be considered in the design development phase.

Refer to the architectural drawings/narrative for the vapor barrier between the topping slab and the existing slab, as well as the new slab finish and special aggregate.

7.6 Garage / Shop addition The new walls for the garage addition could be CMU cavity wall or insulated precast panels. The majority of the walls could be 8” CMU. The side that has the large garage door openings may require some 12” CMU. Some other miscellaneous framing, variation is roof framing and wall system may be required for the large window above the garage doors.

The new foundations for garage/shop will likely be spread footings (approximately 2.5 feet wide by 1foot deep), depending on the outcome of the geotechnical exploration that is needed (see below). The foundation wall will be either CMU or precast, to match the choice above grade. The bottom of footing elevation will be approximately 4’-6” below the adjacent grade.

Several roof structural systems are available for the roof including steel joists, structural steel and hollow-core plank. These systems as they relate to a single bay 30 foot span building are described below. Any number of variations on deck size and gage and member spacing is available. Those described below are one alternative to aid in establishing and comparing costs of the system. All of the system described below may not be compatible with every green roof system. Those described consider

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weight of the system only. Some intensive green roof systems require concrete topping. Available systems meeting the concrete topping requirement or described separately.

Structural Base Option 1 / Architecture Base Option 1 Steel Joists supporting standard roof or PV array: 1 ½”x20 gage wide rib steel roof deck Bar joists 5’-0” oc Joist tonnage estimate 2 psf Structural Alternate 1.1 / Architecture Alternate 5.1 Steel joist supporting 60psf Green Roof: 1 ½”x20 gage wide rib steel roof deck Steel joist 4’-0” oc Tonnage estimate 3-4 psf Structural Alternate 1.2 / Architecture Alternate 5.2 Hollow-core plank supporting standard roof, green roof or PV array: Un-topped 8” hollow core plank Structural Alternate 1.3 / Architecture Alternate 5.3 Intensive green roof with concrete topping requirement: Alternate 1.3A: 1 ½”x 20 gage composite steel deck with 3” concrete topping Wide flange beams 5’-0” oc Steel tonnage 7psf Alternate 1.3B: 8” Hollow-core plank Add topping or increase plank if green roof exceeds 65psf.

7.7 Summary of Additional 3rd Party Testing and Investigation The table below summarizes additional testing and verification that may be required during the design develop phase of the project. Scope of services for the design development and construction document phase of the project will include coordination of these testing service with the appropriate testing agency on behalf of CRWD. Test Geotechnical evaluation Wall testing and investigation Test pit Slab coring at columns

Comments Required for garage addition Pending design solution for enlarging wall openings Required to determine footing depth.

To determine depth of interior footings at high slab

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Section 8:

Architecture Narrative

The following information is provided as a supplement to the noted drawings and the Material ID list.

The content is intended to add a higher level of clarity regarding the assemblies, materials, and level of finish that is anticipated for the final design. All pricing is to incorporate this narrative information in addition to the drawing notes.

8.1 Existing Building Demolition See Demolition drawings for notes regarding required selective demolition at new exterior openings.

These locations will need to be coordinated with the structural information related to shoring and new lintel locations.

The existing floor slab is at 2 elevations: the repair bay / main floor (southern 4 structural bays) is the lower elevation, with drive-in access from the east – the former office area was at a higher elevation of approximately 14 inches above the main floor (northern 2 structural bays). The base condition for pricing is to retain the entire slab as is (Architecture Base Option 1).

Architecture Alternate 1: Price the demolition of the higher elevation slab (2 structural bays), and the removal of sub slab material to allow for a new slab to match the main floor elevation 8.1 Exterior Systems and Materials See Sheet G001 Types & Systems for wall assemblies & Material ID List for the Basis of Design products for individual components.

Existing Exterior Walls All existing exterior CMU walls are to remain intact, with the exception of the east façade. The east façade is to have the face brick removed from the CMU backup to provide for improved attachment of new cladding materials and overall wall performance.

The existing pole barn building on site is to be demolished.

New/Modified Exterior Walls The face brick is to be removed from the existing east façade with the CMU backup to remain intact.

See sheet G001 for additional information.

Architecture Base Option 3 - The existing exterior CMU walls (with east face brick removed) are to be modified as follows (Wall Type 1): • Fluid applied air and vapor barrier (MEMB-1) to be applied to exterior face of existing CMU. • Install Horizontal 4 ½” thermally broken Z-Girts (GRT-1) • Provide 4” XPS Insulation (INSUL-1) • Allow for ½” air gap for assembly venting • Install vertical box rib metal panel cladding (MP-1) • Apply a new hand troweled ¾” interior plaster finish (PL-1) to the interior face of the existing CMU wall.

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Architecture Alternate 3.1 - The existing exterior CMU walls (with east face brick removed) are to be modified as follows (Wall Type 3): • Fluid applied air and vapor barrier (MEMB-1) to be applied to exterior face of existing CMU. • Install masonry wall ties • Provide 4” XPS Insulation (INSUL-1) • Allow for 2” air void • Install kiln fired exterior brick (BRK-1) • Apply a new hand troweled ¾” interior plaster finish (PL-1) to the interior face of the existing CMU wall.

Architecture Alternate 3.2 - The existing exterior CMU walls (with east face brick removed) are to be modified as follows (Wall Type 2): • Elastomeric Vapor Open exterior coating (EPT-1) applied to exterior face of existing CMU. • On the interior face of CMU, apply closed cell spry foam insulation (INSUL-2) • Install 3 5/8” metal studs (STD-1) • Provide ½” Gypsum Plaster Lathe board (SHTG-2) • Add new hand troweled ½” interior plaster finish (PL-1) New Garage/Shop Exterior Walls The exterior wall assembly of the Garage/Shop is as follows: Architecture Base Option 4 (See Wall Type 4 on Sheet G001) • New CMU Bearing Wall – 12” (CMU-1) • Fluid Applied Air and Vapor barrier (MEMB-1) • Horizontal 4 ½” thermally broken Z-Girts (GRT-1) • 4” XPS Insulation (INSUL-1) • ½” air gap for assembly venting • Vertical wood cladding (WD-2) mounted with manufacturer recommended clips • Paint finish on interior of CMU • See interior finish plan for locations to received additional interior finish assembly Architecture Alternate 4 (Sim. Wall Type 1 on Sheet G001) • New CMU Bearing Wall – 12” (CMU-1) • Fluid Applied Air and Vapor barrier (MEMB-1) • Horizontal 4 ½” thermally broken Z-Girts (GRT-1) • 4” XPS Insulation (INSUL-1) • ½” air gap for assembly venting • Vertical box rib metal panel cladding (MP-1) • Paint finish on interior of CMU • See interior finish plan for locations to received additional interior finish assembly Existing Overhead Garage Bay Door Openings All existing (8 count) overhead door openings on the east are to remain intact, with no change to their current size. New infill deep frame glazing & curb assembly as follows: • 10” high base curb assembly comprised of 2” x 4” steel tube frame anchored to concrete slab.

Provide infill light gauge framing infill with exterior sheathing (SHTG-1) face and Spray Foam infill (INSUL-2). Provide steel plate cover with clear coat finish at interior.

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• •

Deep window frame assembly comprised of 1 ½” x 2 ½” steel tube frame welded to curb assembly steel tube sill. Frame assembly bolted to existing opening jambs at 6 locations, with thermally separated washers – voids filled with spray foam (INSUL-2).

Frame enclosure & materials: exterior & interior side of frame to be wrapped in exterior plywood sheathing that is covered in a peel and stick waterproof membrane. This enclosure assembly will act as the backing surface for a coil coated brake metal cladding wrap, with all required flashings and retainer cleats on the exterior side of frame only. The interior side of frame enclosure assembly will be clad in ½” WD-2 fastened to nailer strips placed every 16” o.c.

Interior side of deep frame / window assembly to be thermally separated from the exterior assembly. This assembly will be comprised of steel plate pieces welded into a frame that is bolted at the existing jamb, head and sill as needed.

Total frame depth is 4ft. (1’-2” Interior / 2’-10” exterior)

Exterior Openings The following notes are related to all other window & vestibule framed openings. Resizing of existing conditions and new opening sizes vary by location – see elevation drawings for more information.

• Typical window frame assembly comprised of 1 ½” x 2 ½” steel tube frame welded to curb assembly steel tube sill. Frame assembly bolted to existing opening jambs, sill, and head at 4 locations, with thermally separated washers – voids filled with spray foam (INSUL-2).

• Frame enclosure & materials: exterior & interior side of frame to be wrapped in exterior plywood sheathing that is covered in a peel and stick waterproof membrane. This enclosure assembly will act as the backing surface for a coil coated brake metal cladding wrap, with all required flashings and retainer cleats on the exterior side of frame only. The interior side of frame enclosure assembly will be clad in ½” WD-2 fastened to nailer strips placed every 16” o.c.

• Interior side of typical frame / window assembly to be thermally separated from the exterior assembly. This assembly will be comprised of steel plate pieces welded into a frame that is bolted at the existing jamb, head and sill as needed.

• Total frame depth is 2’-3” (7” Interior / 1’-8” exterior) Entry Vestibules The following notes are related to the vestibule enclosure only – rely on typical opening & existing overhead door opening notes for vestibule opening in existing wall frame assembly • Vestibule floor to be a recessed stainless steel walk-off grate (WOM-1) wall-to-wall, set into new concrete slab as needed (depending on slab alternate). Provide recessed floor drain in this area.

• Exterior Wall assembly South and North facing only): 3 5/8” metal framing – cavity filled with spray foam insulation (INSUL-2), exterior plywood sheathing, peel and stick waterproof membrane, and a custom steel plate wall panel system with 3 horizontal mounting rails per side. Interior face of framing to receive ¾” plywood sheathing + ½” WD-2 finish material.

• Vestibule East and West facing glazing walls are to be WDW-1.

• Roof assembly: 6” metal framing – cavity filled with spray foam insulation (INSUL-2), exterior plywood sheathing, peel and stick waterproof membrane, and a custom continuous (no seams) steel plate roof panel with minimal positive drainage slope. Interior face of framing to receive ¾” plywood sheathing + ½” WD-2 finish material.

• Doors: all vestibule doors to use aluminum narrow stile, thermally improved doors that are compatible with the selected glazing system (AD-1).

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Folding Exterior Door / Glazing Wall System The following notes are related to the large south wall opening adjacent to the pantry area. Provide a folding door / glazing wall systems in this opening with the following options: • Pair of operable door leaves – centered within folding panel system • Aluminum frames, narrow stile • B.O.D. Nanawall Model SL60 (enhanced weather protection), function outward o3L3R Exterior Glazing System At all exterior window openings and vestibule glass walls, provide for a curtain wall glazing system as follows (Architecture Base Option 2): • 2” sightline • Thermally improved • Structural Silicone Glazing option • Basis of Design: Kawneer 1620 wall system • Doors - B.O.D. Kawneer AA250 Thermal Entrance, with narrow sightline Architecture Alternate 2.1: Provide the cost reduction to provide all glazing conditions as a non-SSG, fully captured with snap covers system.

Architecture Alternate 2.2: In lieu of a curtain wall glazing system, provide for a thermally improved storefront glazing system with a 2” sightline and SSG option. B.O.D. Kawneer TRIFAB 601UT system Exterior Glass Type At all perimeter openings, provide 1” thermally insulated glazing units with the following characteristics: • Transmittance % visible 64 • U value winter 0.28 / summer 0.26 • Shading Coefficient 0.32 • Solar Heat Gain Coefficient 0.27 Basis of Design: PPG Solarban 70XL (GL-1) Exterior Utility Doors & Frames Exterior Metal Doors: 1-3/4 inch insulated 16 gauge hollow metal doors complying with SDI Type II, heavy duty, Model 1 full flush design with polyurethane core and 14 gauge hollow metal frames • Galvanized steel (A60 Coating) with field painted finish • Single rabbeted frames • 1 ¼” Profile frames (head and jambs) • Flush top channel at out swinging exterior doors • Fill seams with filler and grind smooth before finishing • Field painted New Roof Openings Provide for new openings to be introduced in the roof to provide additional daylight access from above.

Lighting Base Option 1 Provide six linear rooftop monitors, approximately 5’ wide by 30’ long, with one in each structural bay running east/west.

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Lighting Alternate 1.1 Provide for 12 individual skylights, approximately 5’ wide by 5’ long, in lieu of linear monitors.

8.2 Interior Systems and Materials The following information is intended to add detail related to the interior materials and systems when needed. Refer to Sheet G001 Types & Systems for wall assemblies & the Material ID List for the Basis of Design products for individual components.

New Interior Slabs At all new interior slabs (topping over existing or entirely new slab – see Architecture Alternate 1) provide a continuous vapor barrier (MEMB-4) + the following for the new slab: • See structural narrative for reinforcing and requirements • Black river rock aggregate • Hand broadcast white glass chips across surface of casting • Machine grind surface to prepare for polish finish • Provide Level 2, Low Sheen 400 grit polish Interior Doors and Frames Interior doors to be 8ft. tall, solid core wood doors with rift cut veneer – species: chestnut. Interior door frames: One-piece, hollow metal fully welded flush faces, welded and ground smooth. Blunt stops with tight hairline joints.

• Material: 16 gauge cold-rolled sheet steel, painted.

• 1 ¼” profile • Single rabbeted frames • Height: 8'-0" frame height.

Restrooms Provide for the number of restroom plumbing fixtures as shown in the floor plan. (Architecture Base Option 6).

Architecture Alternate 6: Provide for an additional gender neutral/unisex restroom (approximately 65 SF) with finishes similar to the other restrooms.

Hardware Hardware shall be specified to comply with ADA Requirements for all locations throughout the project.

Major components and finishes are as follows: • Finishes for all items unless otherwise indicated: US26D (dull chrome), or 32D (satin stainless steel).

• Locksets: Mortised lever handles throughout Interior Glazing Partitions At interior glass wall partitions, price the following assembly based upon the scope provided in the pricing drawings. Assembly as follows: • Interior partition glass type: ½” clear tempered, height 8ft. panels, rounded edge typical – install with wet or gasket setting, sealant applied at 1/8” joints between panes

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• •

Glass head & channel: 1”x1 ½” glazing channel. B.O.D. C.R. Laurence #WU1SASL Glass wall steel plate frame: provide the following components at all head jamb and sill locations - 1/8” x 3” steel plate (both sides of glass), prepared for countersunk fasteners at 16” o.c., clear matte finish

Interior Operable Partition The following notes are related to the operable partition call out in the north community training room.

Interior System Base Option 1 Provide a continuous folding panel system in this opening with the following options: • Modernfold: Acousti-seal continuously hinged automated wall system o Frame made of roll formed & welded 14/16” gage steel o Steel skin/face - finished in Customer’s Own Material – Budget $50 sq/yd.

Interior System Alternate Option 1 • FilzFelt 5mm Custom Ceiling Mounted Hanging Panel System o 100% wool panel with custom perforated pattern to be designed by CRWD and Architect o Diagram of trach attachment:

Ceiling systems Shop, garage and open office will be open to the deck above. Exposed structure and deck to receive a high build white latex paint finish.

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All enclosed meeting rooms shall be treated with Hunter Douglas – Techstyle 48”x24” white acoustic ceiling tile.

Casework Pantry (CRWD & Tenant) Provide and install the below appliance package at Pantry area. All appliances to be KitchenAid Architect Series or equal with stainless steel finish.

Appliances to include in CRWD Pantry: • (2) Full size refrigerator/freezers with integrated icemaker • (2) Countertop microwaves • (1) Dishwasher • (1) Icemaker • (1) Sink – priced as written in Material ID list Appliances to include in CRWD Tenant Space: • (1) Full size refrigerator/freezer with integrated icemaker • (1) Countertop microwave • (1) Dishwasher • (1) Sink – priced as written in Material ID list Appliances to include in CRWD Community Training Room: • (1) Full size refrigerator/freezer with integrated icemaker • (1) Dishwasher • (1) Sink – priced as written in Material ID list Casework CRWD Pantry Wood Veneer Casework Construction: Combination of custom and modular wood casework to conform to program and functional requirements. Flush overlay construction with concealed hinges.

• 18’-3” lineal ft. of countertop and base cabinet casework • 24’-4” lineal ft. of upper cabinets • Doors and drawer fronts: Flush overlay construction • Cabinet hardware: Assume all body stainless steel construction with brushed finish • Provide upper cabinets – 36”H • Dekton 12mm mitered edge, solid surface top Casework CRWD Print/Copy Plastic Laminate Casework Construction: Combination of custom and modular plastic laminate casework to conform to program and functional requirements. Flush overlay construction with concealed hinges.

Melamine casework interior to match plastic laminate exterior finish.

• 20’ lineal ft. of base & upper cabinet casework • Doors and drawer fronts: Flush overlay construction • Face frames and box construction: AWI Premium Grade flush overlay construction • Cabinet hardware: Assume all body stainless steel construction with brushed finish • Provide upper cabinets – 36”H • Plastic laminate top Casework Shop/Garage Provide stainless steel countertop and painted metal industrial shelves in Shop. Provide approximately 60’ lineal ft. of painted, industrial metal shelves in Garage. Provide approximately 44’ lineal ft of

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stainless steel countertop and painted industrial shelves in Shop.

Casework Multipurpose Room and Tenant Pantry Plastic Laminate Casework Construction: Combination of custom and modular plastic laminate casework to conform to program and functional requirements. Flush overlay construction with concealed hinges.

Melamine casework interior to match plastic laminate exterior finish.

• 27’-8” lineal ft. of countertop and base cabinet casework • 34’ lineal ft. of upper cabinet casework • Doors and drawer fronts: Flush overlay construction • Face frames and box construction: AWI Premium Grade flush overlay construction • Cabinet hardware: Assume all body stainless steel construction with brushed finish • Provide upper cabinets – 36”H • Dekton 12mm mitered edge, solid surface top Restroom Casework Provide Dekton solid surface top, shroud and backsplash in public and staff restrooms. Total of 4 restrooms, 10 lineal ft. per room along with a 6” front shroud and 4” backsplash.

Wellness Room Casework Plastic Laminate Casework Construction: Combination of custom and modular plastic laminate casework to conform to program and functional requirements. Flush overlay construction with concealed hinges.

Melamine casework interior to match plastic laminate exterior finish.

• 6’ lineal ft. of countertop and base cabinet casework • Doors and drawer fronts: Flush overlay construction • Face frames and box construction: AWI Premium Grade flush overlay construction • Cabinet hardware: Assume all body stainless steel construction with brushed finish • Dekton 12mm mitered edge, solid surface top w/ sink cutout Toilet Partitions and Screens Provide ceiling mounted partitions – stainless steel metal fabricated partitions in a brushed finish.

Provide wall-hung screen at urinal to match toilet partitions.

Toilet and Shower Accessories Toilet accessories will be provided at public and staff toilet rooms. Accessories will be commercial quality in a brushed stainless steel finish. See Material ID for estimated manufacturer name and cost.

Building accessories include the following: • Toilet paper dispensers • Sanitary napkin dispensers • Soap dispensers • Paper towel dispensers • ADA grab bars • Mirrors without shelves – at staff and public restrooms • Mirrors with shelves – at shower rooms • Coat hook – two per restroom (or stall) Identifying Devices Contractor to provide an allowance for signage that includes both an interior and exterior scope.

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Fire Extinguishers, Cabinets and Accessories Semi-recessed Fire Extinguisher Cabinets: Steel unit constructed with rolled edges. Steel tub with inside dimensions of 10-1/2”W x 24”H x 6”D. Weld joints and grind smooth – semi recessed. Shall provide two locations.

Bases of Design: J.L Industries: Ambassador Model 1016V10 and 1016V10FX Projection Screen – Community Training Room Electrically Operated Projection Screen: Ceiling mounting, recessed unit with bottom access door to close off unit when not in use. Manufacturer’s standard case finish and attached electric motor operated to extend or retract screen.

• •

Screen Material: Fiberglass Matte White glass beaded surface with black masking borders on flame retardant and mildew resistant fabric.

Motor and controls: 115 volt with automatic thermal overload cutout, integral gears, and preset adjustable limit switches to control up -down travel. Design base: Da-Lite Screen Company, Inc.: Boardroom Electrol.

Furnishings See the program document for estimated counts and costs.

Roller Shades Provide automatic daylight sensor controlled, recessed roller shades at all glazed fonts of conference rooms and perimeter windows.

Design Base: Mechosystems – SolarTrac 3% open 8.3 Interior Finishes Interior Face of Exterior Wall The interior face of exterior walls shall be a hand-troweled, rough cast plaster finish applied directly over existing CMU block. Color: Natural/White Interior Paint Standards Provide non or ultra-low VOC paint systems for interior painting. Comply with current IAQ standards.

Paint surfaces with primer and two finish coats, unless otherwise indicated. Paint the following items and surfaces: • Ceilings – flat latex • Walls -gypsum wallboard: eggshell • Walls – exposed concrete - Water based epoxy with block filler • Ceiling in shop and storage area - High build white latex

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Section 9:

Lighting Narrative

The following lighting design narrative is divided into two sections. The first section is an outline of lighting design strategies. The second section lists target lighting criteria, equipment types and outlines a sequence of operation for the control of the electric lighting and daylighting.

9.1 Lighting Design Strategies 9.1.1. EXTERIOR LIGHTING: Exterior lighting will be designed to provide good visibility with reduced glare. Light levels will be targeted to meet the IESNA Recommended Practices. Exterior lighting will consist of pole mounted luminaires and bollards at pedestrian sidewalks. Full cutoff pole mounted lighting will be used for parking areas and building mounted area luminaires. Building entry luminaires and signage lighting will be carefully shielded. All exterior lighting will be carefully zoned and controlled so that it can be selectively turned off after normal hours of operation (pre and post curfew periods), while still allowing for limited way finding.

9.1.2. DAYLIGHTING: Daylight will be the primary light source used for all regularly occupied spaces within the building. Electric lighting will supplement daylight after hours or in specific task areas during certain times of the year. Daylight is the most efficient light source (watt for watt comparison) and the careful control of daylight will be critical in providing the highest quality visual environment that uses the least amount of energy.

9.1.3. SURFACE REFLECTANCES: Interior ceiling and wall surfaces will be illuminated with daylight and electric light. Indirect-direct luminaires will provide the ambient electric light for most of the reading and classroom spaces, and direct accent lighting will be used in task and exhibit areas. Surface reflectance can play a key role in creating spaces with higher levels of visual comfort and in saving energy. Lighter colors with higher reflectance values will be used in work spaces, with moderate reflectance values used in utility areas.

9.1.4. ELECTRIC LIGHT: Discrete ambient, task and accent electric lighting systems will be used to save energy and improve visual quality. Ambient lighting will be designed to meet the minimum light level requirements of most of the visual tasks within the space. Task lighting will be designed to provide flexibility in location and lighting level. Accent lighting will add the visual interest in selected spaces.

Users will have control over all lights as visual needs vary.

Lighting Alternate 2 Provide for a tunable white lighting system in work areas.

9.1.5. CONTROLS: Architecturally integrated electric lighting, daylight and occupancy controls will be used with programmable lighting control relays located in a central panel or distributed throughout the building when more effective. A “manual on, manual off, auto off� strategy will be used wherever possible. When daylight is plentiful, the electric lighting will be dimmed, or off, but occupants will be able to turn on the lights if they want them. Occupants can then turn off the lights, or an occupancy sensor will turn off the lights if an occupant forgets when leaving the space. Due to the variety of spaces and occupants, lighting controls will be kept practical and functional; however, an energy efficient and sophisticated control system will be needed to meet the energy goals of the project.

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• •

• • • •

A programmable lighting control system (PLCS) will control the exterior lighting via schedule based and astronomical time-clock. Low voltage control stations will provide manual override and scene selection for after hours and special events.

The PLCS will also control public spaces and circulation areas. Occupancy and daylight sensors will be used in conjunction with the astronomical time clock and scheduling functions. Manual override wall stations will be provided where appropriate.

The PLCS can be provided with remote access and programming, but user interface will be practical and intuitive.

Occupancy and daylight sensors will be used in working and meeting spaces.

Timer switches will be used in support and storage areas.

Toggle switches will be used in electrical and mechanical areas for safety reasons.

9.1.6. MAINTENANCE: The specification of all lighting equipment will be based on efficacy, rated life, maintenance characteristics, and performance. LED sources will be the primary light source for the project and will be selected based on IES LM-70 standards to ensure high quality of light and long lamp life.

• •

LED light sources will be used for all exterior lighting including in parking and pedestrian areas.

LED sources will be 3000K and have a minimum of 80 CRI. LED sources will be the principal light source in all regularly occupied areas. LED sources will be 3500K with a minimum of 85CRI.

9.1.7. LIGHTING EQUIPMENT COSTS: The cost of lighting equipment will vary depending on the program and use of each area, but the following will provide guidelines for material costs.

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Preliminary Lighting Equipment Cost Estimate

Exterior

Unit Cost Total Area Light 4 $3,000 Pedestrian Pole 4 $2,000 Bollard 6 $900 Steplights 12 $300 Landscape 24 $250 Lighting/Site Features 1 $5,000 TOTAL EXTERIOR LIGHTING MATERIALS COST

Interior

Type of Space Utility/Storage Mech/Elec Restrooms Stairs & Circulation Lobby Assembly Break Room Meeting Rooms Private Office Open Office Tenant Space Fabrication Shop/Lab

Qty

SF

1,415 380 740 4,940 850 1,400 625 2,085 240 1,344 800 2,700

$/SF Total $4.00 $5.00 $7.00 $6.00 $14.00 $14.00 $10.00 $11.00 $9.00 $8.00 $8.00 $12.00

LTG Controls 17,519 $1.75 TOTAL INTERIOR LIGHTING MATERIALS COST

TOTAL MATERIALS LIGHTING COST

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$12,000 $8,000 $5,400 $3,600 $6,000 $5,000 $40,000

$5,660 $1,900 $5,180 $29,640 $11,900 $19,600 $6,250 $22,935 $2,160 $10,752 $6,400 $32,400 $30,658 $185,435

$225,435

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9.2 Lighting Criteria & Control Sequence of Operation The goal for the CRWD project is to design an electric lighting system that has a connected load of 30% to 50% better than the IECC 2015 standard (whole building and space by space analysis methods).

LIST OF SPACES 9.2.1 EXTERIOR Parking & Roadway Illuminance Levels (in selected areas) Horizontal Power Density

0.1 -2.0 footcandles 0.01 -0.05 watts/sq.ft.

Luminaire Type Lamping

Pole mounted luminaires 15-50 Watt LED, 3000K

Controls Strategy: Astronomical clock tied to a programmable lighting control System (PLCS).

• A fully programmable astronomical clock will be used to control all exterior illumination on multiple zones. Lighting will be controlled based on the time day, the time of year and owner input to maximize energy savings.

• Low voltage control stations will provide manual override and scene selection for after hours and special events.

Exterior Circulation, Plaza & Gathering Areas Illuminance Levels (in selected areas) Horizontal Power Density Luminaire Type

Lamping

0.2 -5.0 footcandles 0.05 -0.12 watts/sq.ft.

Steplights and/or bollards at pedestrian paths Wall sconces or rec downlights at egress doors Exhibit/Accent lighting Integrated LED luminaires in site features 2-25 watt LED, 3000K

Controls Strategy: Astronomical clock tied to a programmable lighting control system (PLCS).

• A fully programmable astronomical clock will be used to control all exterior illumination on multiple zones. Lighting will be controlled based on the time day, the time of year and owner input to maximize energy savings.

• Low voltage control stations will provide manual override and scene selection for after hours and special events.

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9.2.2 COMMON AREAS Utility Room, Storage Rooms Illuminance Levels Horizontal Power Density

8-20 footcandles (@30”AFF) 0.3 -0.4 watts/sq.ft.

Luminaire Type Lamping

Surface mounted wrap or strip LED, 3500K

Controls Strategy: Electronic timer with manual on/off.

• Programmable electronic Timer Switches provide manual ON/manual OFF/Auto OFF control with audible and visual warning signals. The timers will be located at standard switch locations.

• Lighting will “flash or blink” to signal “OFF” with local low voltage timer switches to reset timer on programmed timed intervals.

• Timers will be set at 1 hour initially.

• Lighting will be controlled independent of any centralized lighting control system Electrical, Mechanical and Server/IDF Rooms Illuminance Levels Horizontal Power Density

20-40 footcandles (@30”AFF) 0.4-0.55 watts/sq.ft.

Luminaire Type Lamping

Surface mounted wrap or strip LED, 3500K

Controls Strategy: Electronic timer with manual on/off.

• For safety reasons and due to the nature of activities, a manual toggle switch will control the lighting in active mechanical and electrical rooms.

• Lighting will be controlled independent of any centralized lighting control system Restrooms and Locker Room/Showers Illuminance Levels Horizontal Power Density Luminaire Type Lamping

10-20 footcandles (@30”AFF) 0.4-0.6 watts/sq.ft.

Wall slot over “wet” wall Wall mounted direct/indirect with lens over vanity Recessed decorative downlights LED, 3500K

Controls Strategy: Dual Technology occupancy sensor • Dual technology occupancy sensors will turn lighting ON when motion is detected. Sensors keep lighting ON while motion is detected.

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• Time-out settings will range from 30 seconds to 60 minutes and will be initially set at 15 minutes.

• Lighting will turn OFF when area is vacant via occupancy sensor.

• Sensor uses “smart” technology to automatically adjust the time delay and sensitivity for optimal

performance and energy savings.

• Lighting will be controlled independent of any centralized lighting control system.

Circulation Illuminance Levels Horizontal Power Density Luminaire Type Lamping

5-20 footcandles (@30”AFF) 0.3-0.5 watts/sq.ft.

Pendant mounted luminaires Recessed Linear Wall sconces LED, 3500K

Controls Strategy: Programmable Lighting Control System (PLCS) and daylight sensors near glazing with low voltage switch overrides.

• Manual ON via switch or PLCS time clock activation.

• A PLCS will be used to provide a time schedule control for lighting.

• The PLCS will be capable of 24 hours a day, seven day a week, operation.

• Lighting will be broken out into zones according to the proximity to daylight and task. Photocells will turn OFF lighting when/where daylight is available.

• Automatic OFF with timer sweep. Lighting will “flash or blink” to signal “OFF” with local low voltage switches to reset timer on programmed timed intervals.

Entry Illuminance Levels Horizontal Power Density Luminaire Type Lamping

5-40 footcandles (@30”AFF) 0.4-0.7 watts/sq.ft.

Decorative or Integrated Lighting with features Pendant or surface mounted luminaires Accent Lighting LED, 3500K

Controls Strategy: Programmable Lighting Control System (PLCS) and daylight sensors near glazing with low voltage switch overrides • Manual ON via switch or PLCS time clock activation.

• Lighting will be controlled by a PLCS, which will be capable of 24 hours a day, seven day a week, operation.

• Lighting will be broken out into zones according to the proximity to daylight and task. Photocells will turn OFF lighting when/where daylight is available.

• Automatic OFF with timer sweep. Lighting will “flash or blink” to signal “OFF” with local switches to reset timer on programmed timed intervals.

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• Low voltage switch stations will provide manual override and scene selection for special events.

• Night scenes will be programmed for afterhours and overnight schedules to create internal

“glow” in key areas.

Pantry/Social Center Illuminance Levels Horizontal Power Density Luminaire Type Lamping

5-40 footcandles (@30”AFF) 0.4-0.6 watts/sq.ft.

Pendant mounted linear indirect-direct Recessed linear Accent Lighting LED, 3500K

Controls Strategy: Programmable Lighting Control System (PLCS) and daylight sensors near glazing with low voltage switch overrides.

• Manual ON via switch or PLCS time clock activation.

• Lighting will be controlled by a PLCS, which will be capable of 24 hours a day, seven day a week, operation.

• Lighting will be broken out into zones according to the proximity to daylight and task. Photocells will turn OFF lighting when/where daylight is available.

• Automatic OFF with timer sweep. Lighting will “flash or blink” to signal “OFF” with local switches to reset timer on programmed timed intervals.

• Low voltage switch stations will provide manual override and scene selection for special events.

Collaborative Lounge Illuminance Levels Horizontal Power Density Luminaire Type Lamping

5-40 footcandles (@30”AFF) 0.3-0.6 watts/sq.ft.

Pendant or surface mounted luminaires Recessed linear Accent Lighting LED, 3500K

Controls Strategy: Programmable Lighting Control System (PLCS) and daylight sensors near glazing with low voltage switch overrides • Manual ON via switch or PLCS time clock activation.

• Lighting will be controlled by a PLCS, which will be capable of 24 hours a day, seven day a week, operation.

• Lighting will be broken out into zones according to the proximity to daylight and task. Photocells will turn OFF lighting when/where daylight is available.

• Automatic OFF with timer sweep. Lighting will “flash or blink” to signal “OFF” with local switches to reset timer on programmed timed intervals.

• Low voltage switch stations will provide manual override and scene selection for special events.

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9.2.3 SUPPORT & SPECIALTY AREAS Private Offices Illuminance Levels Horizontal Power Density Luminaire Type Lamping

20-35 footcandles (@30”AFF) 0.4-0.6 watts/sq.ft.

Pendant mounted indirect/direct Task lighting LED, 3500K

Controls Strategy: Wall mounted occupancy sensor with integral photocell • Wall mounted occupancy sensors provide dimming and allow for manual ON/OFF, with automatic reset to the OFF position (Vacancy Mode).

• Light sensor will dim and/or turn OFF zones in room when ambient daylight provides 20 foot-candles at desktop.

• Lighting is turned ON/OFF from a wall switch and lighting is turned OFF after room is vacant via occupancy sensor • Sensor uses “smart” technology to adjust the time delay and sensitivity for optimal performance and energy savings.

• Lighting will be controlled independent of any centralized lighting control system.

Workstations (Open Office) Illuminance Levels Horizontal Power Density Luminaire Type Lamping

20-35 footcandles (@30”AFF) 0.3-0.5 watts/sq.ft.

Pendant mounted indirect/direct Task lighting LED, 3500K

Controls Strategy: Occupancy and daylight sensors with programmable low voltage multi-button switch(es).

• Control stations provide multi-level dimming control and allow for manual ON/OFF, with automatic reset to the OFF position (Vacancy Mode).

• Occupancy sensors keep lighting ON while motion is detected.

• Light sensor will dim and/or turn OFF zones in room when ambient daylight provides 20 footcandles at desktop.

• Lighting is turned OFF from a wall switch and/or via occupancy sensor after room is vacant via occupancy sensor • Sensor uses “smart” technology to adjust the time delay and sensitivity for optimal performance and energy savings.

• Room is connected to PLCS for networked control ability.

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Copy/Print Room and Educational Outreach Supply Illuminance Levels Horizontal 5-20 footcandles (@30”AFF) Power Density 0.3-0.5 watts/sq.ft.

Luminaire Type Lamping

Pendant mounted luminaires Recessed Linear LED, 3500K

Controls Strategy: Wall mounted occupancy sensor with integral photocell • Wall mounted occupancy sensors provide dimming and allow for manual ON/OFF, with automatic reset to the OFF position (Vacancy Mode).

• Light sensor will dim and/or turn OFF zones in room when ambient daylight provides 20 foot-candles at desktop.

• Lighting is turned ON/OFF from a wall switch and lighting is turned OFF after room is vacant via occupancy sensor • Sensor uses “smart” technology to adjust the time delay and sensitivity for optimal performance and energy savings.

• Lighting will be controlled independent of any centralized lighting control system.

Huddle Area, Focus Room, Conference and Training Rooms Illuminance Levels Horizontal 25-45 footcandles (@30”AFF) Power Density 0.5-0.8 watts/sq.ft.

Luminaire Type

Lamping

Pendant mounted indirect-direct Recessed downlights Accent lighting Task lighting LED, 3500K

Controls Strategy: Occupancy and daylight sensors with programmable low voltage dimming multibutton switch(es).

• Manual ON via wall box scene control station, with dimming.

• Lighting will be controlled via preset wall box control station for individual zone control.

• Lighting control system will allow for individual room control and whole room control for partitioned rooms.

• Occupancy sensors keep lighting ON while motion is detected.

• Light sensor will turn OFF switch legs in room when ambient daylight provides 25 footcandles at tabletop.

• Occupancy sensors keep lighting ON while motion is detected.

• Manual OFF via wall box control stations, and/or Automatic OFF via Occupancy Sensor when room is left vacant.

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• Sensor uses “smart” technology to adjust the time delay and sensitivity for

optimal performance and energy savings.

• Room Controlled is connected to PLCS for networked control ability.

• Final keypad configuration will be confirmed with selected control manufacturer.

Wellness/Mother’s Room Illuminance Levels Horizontal Power Density Luminaire Type Lamping

20-35 footcandles (@30”AFF) 0.4-0.6 watts/sq.ft.

Pendant mounted indirect/direct Wall mounted accent lighting Task lighting LED, 3500K

Controls Strategy: Wall mounted occupancy sensor with integral photocell • Wall mounted occupancy sensors provide dimming and allow for manual ON/OFF, with automatic reset to the OFF position (Vacancy Mode).

• Light sensor will dim and/or turn OFF zones in room when ambient daylight provides 20 foot-candles at desktop.

• Lighting is turned ON/OFF from a wall switch and lighting is turned OFF after room is vacant via occupancy sensor • Sensor uses “smart” technology to adjust the time delay and sensitivity for optimal performance and energy savings.

• Lighting will be controlled independent of any centralized lighting control system.

Lab/Shop Illuminance Levels Horizontal Power Density Luminaire Type Lamping

25-45 footcandles (@30”AFF) 0.5-0.8 watts/sq.ft.

Surface or Pendant mounted luminaire Task lighting LED, 3500K

Controls Strategy: Daylight sensors with programmable low voltage dimming multi-button switch(es).

• Manual ON via wall box scene control station, with dimming.

• Lighting will be controlled via preset wall box control station for individual zone control.

• Light sensor will turn OFF switch legs in room when ambient daylight provides 25 footcandles at tabletop.

• Manual OFF via wall box control stations, and/or Automatic OFF via Time Schedule.

• Room Controlled is connected to PLCS for networked control ability.

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Section 10: Electrical Narrative 10.1 Electrical Service and Distribution Current electrical service is provided to the building overhead from pole mounted cables. Provide new underground 120/208 volt, 3-phase service from a new transformer. The main service entrance equipment will be an 800-amp main service distribution panel with a main service breaker. Provide individual distribution feeder breakers to serve two 120 volt receptacle panelboards, one lighting panelboard, one for HVAC equipment. The main service and the each feeder distribution breaker shall be metered by the BAS to allow for monitoring, display and tracking of energy use for CRWD plug, lighting and HVAC energy usage, as well as the tenant space total usage. All lighting and larger HVAC equipment loads will be served at 208V, 3-phase. No stepdown transformers will be required.

10.2 Emergency Power No emergency generator is required.

10.3 Lighting Refer to lighting systems narrative.

10.4 Low Voltage Systems Provide a card access control system with card access reader’s located at all exterior doors and the IT Server Room.

Provide IT raceway and cabling from IT server room for data and VOIP connectivity at all work stations.

Provide power and data connectivity/cabling to support all AV requirements for spaces outlined in the architectural program.

10.5 Solar Photovoltaic (PV) Systems Provide two alternate prices to add solar PV systems as follows: Electrical Alternate 1.1 Shop Building Roof – Provide a PV system with a rated capacity of 26 KW to generate approximately 35,100 KWH/YR. Electrical Alternate 1.2 Office Building Roof – Provide a PV system with a rated capacity of 130 KW to generate approximately 175,600 KWH/YR. Combined these two PV systems should provide adequate renewable energy production to offset all energy consumption of the facility. Provide metering of the PV output tied to the BAS.

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Section 11: Mechanical Narrative 11.1 Cooling and Heating Loads Estimated building total cooling capacity – 35 tons Estimated Building Total heating Capacity – 600,000 BTU/Hr. 11.2 Energy Code Benchmark System Mechanical Alternate 1.1 Office Building – Provide a rooftop package Variable Air Volume (VAV) air handling unit with Direct Expansion (DX) cooling and gas heating. The unit will serve VAV terminal units with electric reheat.

Total supply air capacity is estimated to be 13,500 CFM. Assume 15 terminal units. Assume a 2 ton split system unit to serve the server room.

Shop Building – Provide a 2-ton split system heat pump to serve the Shop area and gas fired unit heaters for the Garage area.

11.3 Proposed System Mechanical Base Option 1 Office Building – Provide a rooftop Dedicated Outside Air System (DOAS), with Water Source Heat Pump (WSHP) cooling and heating, a single total energy recovery wheel, hot gas reheat and VAV supply and exhaust fans. The DOAS will provide tempered ventilation air ducted to each WSHP unit. The estimated capacity of the DOAS unit is 2,100 CFM. Provide a gas-fired boiler and evaporative cooler (located on grade to avoid structural load on roof) to add or reject heat from condenser water loop serving the WSHP’s. The boiler and condenser water pumps will be located in a mechanical room to circulate condenser water (assume a mechanical room size of 8’ x 10’). Assume the following WSHP systems: • One 12-ton vertical VAV unit serving VAV terminal units for zoning (assume 10 terminal units) • Five constant volume single zone units – two 5-ton and three 2-ton Shop Building – Provide a 2-ton WSHP unit to serve the Shop area and gas fired unit heaters for the Garage area.

11.4 Proposed System “Geoexchange” Options: Mechanical Alternate 1.2 Geoexchange Option – Provide a vertical geoexchange borehole field located in parking area tied to the WSHP condenser water loop to reduce required capacity of boiler and evaporative coolers (provide as small boiler and evaporative cooler to balance annual energy flows to/from geoexchange loop). Assume eighteen, 400 foot deep boreholes.

Mechanical Alternate 1.3 City Water Exchange Option – In lieu of geoexchange borehole field, provide a city water plate and frame heat exchanger and circulating pump to provide the required cooling heat rejection load to

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eliminate the evaporative cooler. For this option, a water service entrance room (approximately 6’ x 10’) with an exterior door will likely be required for isolation of the incoming service and heat exchanger. Assume a small boiler will be required to add heat to condenser water loop during extreme winter conditions. (See diagram below.)

Mechanical Alternate 1.4 Sewer Heat Exchange Option - Provide a sewer heat exchange system (similar to International Wastewater Systems SHARC system) with flow from building and city sewer main to sewer wet well (outside the building) and associated pumps to provide the required cooling heat rejection load to eliminate the evaporative cooler. Assume a small boiler to add heat to condenser water loop during extreme winter conditions. (See diagram below.)

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For all three “geoexchange” options, provide a water-to-water heat pump tied to condenser water loop to generate (with storage tank) centralized domestic hot water.

See matrix below summarizing the office building energy code benchmark system and proposed system with “geoexchange” options: System

Heating/Cooling Energy Source Rooftop DX Cooling -Gas HeatingEnergy Code VAV Air Handling Unit - 13,500 Benchmark CFM

Proposed

Heat Sink Options for Proposed Systems

Gas fired boiler - evaporative cooler - one 12-ton WSHP VAV AHU Geoexchange - eighteen, 400 foot deep borehole loops - small boiler and evaporative cooler City water plate and frame heat exchanger - small boiler and evaporative cooler IWS SHARC sewer heat exchange system - small boiler and evaporative cooler

Ventilation Air Source

Terminal Equipment Fan Powered VAV Boxes Assume 15 total + One 2 ton split system Rooftop Unit 5 single zone WSHP's (two 5-ton & three 2-ton) - 10 fan powered Rooftop WSHP DOAS Unit - heat VAV boxes - one 2-ton split recovery wheel - VAV supply & system exhaust - 2,100 CFM

11.5 Controls: Provide a DDC BAS control system to control and monitor the building HVAC, plumbing and lighting systems. Provide a building energy and water use display for occupant and educational purposes.

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Section 12: Plumbing Narrative 12.1 Water, Sanitary and Storm Piping Sanitary and storm piping above grade shall be cast-iron and PVC below grade. Provide new primary roof drains as part of new roof installation. Assume secondary roof drainage will be provided by scuppers or gravel stops. Provide new underground domestic water, sanitary and storm water services.

Water service entrance room to house backflow preventer for domestic service. Provide domestic water flow metering tied to the BAS. 12.1 Plumbing Fixtures Plumbing fixtures to be low flow to reduce domestic water use. Assume 1.0 GPM per flush water closets. Assume urinals will be pint flush. Lavatory faucets should hardwired automatic type with 0.5 GPM flowrate. Provide a “purple” pipe flushing water system to serve all water closets and urinals.

12.2 Rainwater Capture and Reuse The rainwater capture and reuse system shall be designed and constructed to serve as an educational demonstration. Roof drains to be piped to rainwater storage cistern. Cistern shall be a custom indoor tank. Provide filtration, UV treatment, piping and pumping system to reuse rainwater for HVAC system evaporative cooler makeup (for proposed system) and toilet flushing. System shall be laid out using discrete components to facilitate educational demonstration of their functions (not a packaged skid mounted system). Provide BAS flow metering of rainwater reuse.

Based on an analysis of rainwater capture and toilet flushing use, assume a rainwater and condensate required storage capacity of 1,500 gallons.

12.3 Domestic Hot Water Provide a recirculation pump and piping system from the central domestic hot water storage tank. For any of the three “geoexchange” HVAC system options, provide a water-to-water heat pump tied to condenser water loop to generate (with storage tank) centralized domestic hot water. For baseline HVAC system, assume domestic hot water is generated by a gas-fired hot water heater.

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Section 13: Fire Protection Narrative 13.1 Fire Suppression System Codes do not require this building to be sprinklered. As an alternate, for enhanced protection, provide a full coverage wet pipe sprinkler system in accordance with NFPA 13 requirements (Fire Protection Alternate 1.1).

13.2 Fire Alarm System Codes do not require an automatic fire alarm system for this building. As an alternate, for enhanced safety, provide an automatic fire alarm and annunciation system to include HVAC smoke detectors, manual pull stations and audio visual annunciation devices in accordance with NFPA 72 requirements (Fire Protection Alternate 1.2).

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Section 14: Technology 14.1 Small Conference Rooms Provide a 49” LCD monitor, including duplex outlet and 2 gang box with 1-1/4” conduit to table in each small conference room. Provide 2 gang box with 1-1/4” conduit to upper box behind monitor. Provide power and data connections. Cabling to be provided by the furniture vendor.

14.2 Medium Conference Rooms Provide a 84” LCD monitor, including duplex outlet in each medium conference room. Provide 2 gang box with 1-1/4” cable path to table and 1 data connection. Provide power and cable path to display pull boxes.

14.3 Community Training Room Provide one 5’x9’, fixed frame wall screen in the Community Training Room. Provide duplex outlet and data connections to the table and 1-1/4” cable pathway to accessible ceiling. Install six speakers – required with one gang box with 1” conduit to accessible ceiling. Provide microphones in the ceiling.

Provide a ceiling mounted projector.

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Section 15: Supplementary Information & Drawings List 15.1 • • •

Supplementary Information Material ID List Schematic Furniture Budget Site Survey

15.2 • • • • • • • • • • •

Drawing List SD REMOVAL PLAN SCHEMATIC DRAINAGE PLAN SD LANDSCAPE PLAN 595 ALDINE STREET SITE CONCEPT PLAN G001 – TYPES AND SYSTEMS AD101 – LEVEL ONE - DEMOLITION AD201 – BUILDING ELEVATIONS - DEMOLITION A101 – LEVEL ONE A201 – BUILDING ELEVATIONS A501 – INTERIOR ELEVATIONS A701 – LEVEL ONE FINISH PLAN

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CRWD SD Phase 2017028 MATERIAL ID LIST INFORMATION TO LINK INTO REVIT KEY ACT AD-1 BNC-1

DESCRIPTION ACOUSTIC CEILING TILE ALUMINUM ENTRANCE DOORS ADA SHOWER BENCH

BASIS OF DESIGN SPEC HUNTER DOUGLAS - TECHSTYLE: WHITE 48"X24" ECHELON INSTALLED CEILING PANEL KAWNEER AA250 THERMAL ENTRANCE - NARROW STILE ADA SHOWER SEAT FABRICATED FROM BRUSHED STAINLESS STEEL & 1/2" THICK 10 28 00 WHITE HIGH-DENSITY POLYETHYLENE

BRK-1 CFMF-2 CMU-1 CONC-1 CONC-2 CPT -1 CT-1

EXTERIOR BRICK (WALL TYPE 3) COLD-FORMED METAL FRAMING, INTERIOR STUDS CONCRETE MASONRY UNIT CONCRETE SLAB TOPPING ON DECK INTERIOR CONCRETE SLAB ON GRADE MODULAR CARPET TILE CERAMIC WALL TILE - BATHROOMS

ENDICOTT "DARK IRON SPOT", NORMAN SIZE, 1/3 RUNNING BOND, COLOR MORTAR

CT-2 CT-3

PORCELAIN FLOOR TILE - BATHROOMS CERAMIC WALL TILE - SHOWERS

CT-4 DISH-1 DISH-2 EPT-1 EPT-2 FCT-1 FCT-2 FCT-3 FE-1 FE-2 FELT-1 FELT-2 FLASH-1 GL-1 GL-2 GL-3

PORCELAIN FLOOR TILE - SHOWERS DISHWASHER - PANTRY DISHWASHER - SHOP SILICONE-MODIFIED, ELASTOMERIC, WATERPROOF COATING HIGH PERFORMANCE EXTERIOR FEVE COATINGS FAUCET, RESTROOM FAUCET, JANITOR CLOSET ADA HAND SHOWER + CONTROLS FIRE EXTINGUISHER, SURFACE MOUNTED FIRE EXTINGUISHER, RECESSED CUSTOM PERFORATED, WEIGHTED FELT PANEL ACOUSTIC WALL PANEL ALUMINUM-ZINC SHEET METAL FLASHING INSULATED GLAZING UNIT INTERIOR GLAZING UNIT BACK PAINTED, MAGNETIC GLASS

PRODUCT COST $8.00//SF + INSTALLATION AND LABOR. PRODUCT COST $6.00//SF + INSTALLATION AND LABOR. FLOOR TO CEILING ON ALL SHOWER WALLS PRODUCT COST $8.00//SF + INSTALLATION AND LABOR. REFER TO NARRATIVE BACK-OF-HOUSE STAINLESS STEEL, KITCHENAID 24.75"D x 24"W DISHWASHER BASF "MASTERPROTECT EL 850" PPG "CORAFLON ADS INTERMIX" TOTO SPEAKMAN KOHLER

GRT-1 GWB-1 HM-1 INSUL-1 INSUL-2 INSUL-3 INSUL-4

THERMALLY BROKEN Z-GIRT (WALL TYPE 1) GYPSUM WALL BOARD EXTERIOR INSULATED HOLLOW METAL DOORS & FRAMES INSULATION, RIGID, XPS (WALL TYPE 1, 3, & 4) INSULATION - CLOSED CELL SPRAY FOAM (WALL TYPE 2) INSULATION, RIGID, POLTISOCYANURATE (ROOF) INSULATION, SOUND ATTENUATION BATTS (SAB)

09 29 00 04 22 00 03 30 00 03 30 00 PRODUCT COST $40/SY + INSTALLATION AND LABOR PRODUCT COST $6.00//SF + INSTALLATION AND LABOR. FLOOR TO CEILING ON TOILET WALL & SIDE WALL OF ADA STALL

FILZFELT - 5MM WOOL FELT, HUNG ON SLIDING CHANNEL SYSTEM, ATTACHED

BY GROMMETS FILZFELT - 2MM DIRECT ADHEARED TYPE 304 , FLUOROPOLYMER FINISH, COLOR BY LOCATION 1/2" TEMPERED CLARUS 1/2" TEMPERED MAGNETIC, BACK PAINTED GLASS - INSTALLED FLOOR TO CEILING AND WALL TO WALL. FINISH - WHITE "ARMADILLO" BY ARMATHERM 5/8" CURRIES - 1 1/4" HM FRAME PROFILE - WELDED FRAMES DIVERSIFOAM -OR- DOW -OR- OWENS CORNING "PROSEAL ECO" BY ICYNENE AS PROVIDED BY SELECTED TPO ROOF MANUFACTURER

09 30 00 09 30 00 09 30 00 09 30 00

22 04 04 22 04 04 22 04 04 10 44 00 10 44 00

08 80 00

09 29 00 07 54 23 07 21 13 07 21 00

07 54 23

Page 1 of 3

CRWD SD Phase 2017028 MATERIAL ID LIST INFORMATION TO LINK INTO REVIT KEY

DESCRIPTION

BASIS OF DESIGN

LCKR-1 MEMB-1 MEMB-2 MEMB-4 MEMB-7 MICRO-1 MP-1 MTL-1 MTL-2 OHDR-1 OPP-1 PL-1 PLAM-1 PLAM-2 PLAS-1 PT-1 PT-2 PT-3 PT-4 PT-5 PT-9 PT-A PT-B PT-C RB-1 REF-1

SHOWER ROOM LOCKERS EXTERIOR WALL VAPOR BARRIER (WALL TYPES 1 & 3) TPO ROOF MEMBRANE, 60mil, COLOR: WHITE VAPOR BARRIER UNDER SLAB ON GRADE FOUNDATION WATERPROOFING MICROWAVE - PANTRY METAL PANEL, CORRUGATED BOX RIB PROFILE STEEL PLATE PAINTED METAL - SHOP OVERHEAD INSULATED STEEL SECTIONAL DOOR OPERABLE PARTITION - COMMUNITY TRAINING ROOM INTERIOR HAND TROWELLED PLASTER WALL FINISH PLASTIC LAMINATE - CASEWORK PLASTIC LAMINATE - PRINTROOM COUNTERTOP ROUGHT CUT PLASTER WALL FINISH ACRYLIC FLAT LATEX PAINT ACRYLIC EGGSHELL LATEX PAINT ACRYLIC SEMI-GLOSS LATEX PAINT ALKYD SEMI-GLOSS PAINT HIGH PERFORMANCE LATEX CLEAR FINISHES PAINT COLOR A - WHITE PAINT COLOR B - LIGHT GREY PAINT COLOR C - ACCENT COLOR (TBD) 4" RUBBER WALLBASE REFRIGERATOR - PANTRY

2-TIER, PHENOLIC LOCKER 76"H x 16.14"W x 20.75 GRACE FLUID APPLIED "PERM-A-BARRIER" & RELATED LIQUID FLASHINGS FULLY ADHERED FIRESTONE "ULTRPLY SA TPO"

REF-2

UNDERCOUNTER REFRIGERATOR - WELLNESS ROOM

KITCHENAID

SHTG-1 SHTG-2

GLASS MAT EXTERIOR GYPSUM SHEATHING (WALL TYPE 1) 1/2" GYPSUM PLASTER LATHE BOARD (WALL TYPE 2)

GEORGIA-PACIFIC "DENSGLASS GOLD"

SINK-1

RESTROOM / WELLNESS ROOM SINK - ROUND UNDERMOUNT

SINK-2 SINK-3

JANITOR CLOSET UTILITY SINK PANTRY SINK

KOHLER : BOLERO, DROP-IN/UNDERMOUNT, STAINLESS STEEL SINK SIZE : 13-5/8" DIA x 5-7/8"D FIANT PRODUCTS 36"x24" MODESTO MOLDED STONE MOP BASIN KOHLER : STRIVE, UNDERMOUNT DOUBLE-EQUAL STAINLESS STEEL SINK W/RACK SIZE: 32" X 18-1/4" X 9-5/16"D

SINK-4

DOUBLE BASIN STAINLESS STEEL INDUSTRIAL SINK - SHOP

SINK-5 SKYLT-1

SINGLE BASIN STAINLESS STEEL INDUSTRIAL SINK - GARAGE SKYLIGHT

SPEC 03 30 00 07 13 26 07 42 13 05 50 00

REFER TO NARRATIVE MORIN (KINGSPAN GROUP) MX1.0 - 1.5" RIB - 3 COAT FLUOROPOLYMER FINISH

08 36 13

PAINTED METAL INDURIAL SHELVES OVERHEAD DOOR CO. "THERMACORE MODEL 850" MODERNFOLD : ACOUSTI-SEAL CONTINUOUSLY HINGED AUTOMATED WALL SYSTEM FORMICA : COLORCORE-2 - 927 FOLKSTONE EXTERIOR W/ COORDINATING MELAMINE INTERIOR FORMICA : COLORCORE-2 - 949 WHITE

BENJAMIN MOORE ECO-SPEC PAINT (0 VOC W/ PIGMENT) BENJAMIN MOORE ECO-SPEC PAINT (0 VOC W/ PIGMENT) BENJAMIN MOORE ECO-SPEC PAINT (0 VOC W/ PIGMENT) BENJAMIN MOORE ECO-SPEC PAINT (0 VOC W/ PIGMENT)

09 90 00 09 90 00 09 90 00 09 90 00 09 91 00 09 90 00 09 90 00 09 90 00

LOCATED AT SHEETROCK WALLS INSIDE ENCLOSED ROOMS REFER TO NARRATIVE

22 04 04

GLOBAL INDUSTRIES: KRAUS KBU28, 39" UNDERMOUNT 50/50 DOUBLE BOWL 16 GA. STAINLESS STEEL SINK GLOBAL INDUSTRIES: KRAUS KHU100-30, 30" UNDERMOUNT SINGLE BOWL 16 GA. STAINLESS STEEL SINK

22 04 04

08 63 00 03 35 21

Page 2 of 3

CRWD SD Phase 2017028 MATERIAL ID LIST INFORMATION TO LINK INTO REVIT KEY

DESCRIPTION

SLR-1 SS-1 SST-1 TA-1 TA-10 TA-11 TA-2 TA-3 TA-4 TA-5 TA-6 TA-7 TA-8 TA-9

CONCRETE COATING SEALER SOLID SURFACE - PANTRY/BATHROOMS/WELLNESS ROOM STAINLESS STEEL COUNTERTOP - SHOP TOILET ACCESSORY: BATHROOM PARTITIONS SHOWER ACCESSORY - TOWEL BAR + SHELF BABY CHANGING STATION GRAB BAR TOILET TISSUE ROLL DISPENSER (2 ROLL) SANITARY-NAPKIN DISPOSAL UNIT - SURFACE LIQUID SOAP DISPENSER - RECESSED WARM AIR HAND DRYER PAPER TOWEL DISPENSER & TRASH RECEPTACLE SHOWER ACCESSORY- CLOTHING HOOKS TOLIET PARTITION HOOK

TLT-1 TRK-1 URL-1 VB-1 WCVR-1 WCVR-2 WD-1 WD-2 WD-3 WDB WDW-1 WDW-2 WOM-1

RESTROOM TOILET (ALL) SHOWER CURTAIN TRACK - CEILING RECESSED MENS RESTROOM URINAL BELOW SLAB VAPOR RETARDER WALLCOVERING - BATHROOM CUSTOM GRAPHIC - PANTRY PLYWOOD EXTERIOR CLADDING + WDW FRAME WOOD RECLAIMED LUMBER - CHESTNUT SALVAGED WOOD WALLBASE CURTAIN WALL GLAZING SYSTEM - WITH SSG OPTION STOREFRONT GLAZING SYSTEM - WITH SSG OPTION STAINLESS STEEL ENTRANCE GRATE

BASIS OF DESIGN

SPEC

DEKTON TECH COLLECTION | COLOR: BLANC CONCRETE SCRANTON PRODUCTS : HINY-HIDERS: STAINLESS STEEL FINISH BRADLEY CORP. KOALA CARE - STAINLESS STEEL CLAD HORIZONTAL BABY CHANGING STATION WALL RECESSED BRADLEY CORP. GEORGIA PACIFIC BRADLEY CORP. TOTO DYSON - AIRBLADE V BRADLEY CORP : BRADLEY CORP. BRADLEY CORP. TOTO - CT708EVG - WHITE CERAMIC GLAZE

10 21 13 10 28 00 10 28 00 10 28 00 10 28 00 10 28 00 10 28 00 10 28 00 10 28 00

10 28 00 22 42 13

TOTO - UT105UVG - WHITE CERAMIC GLAZE RAVEN INDUSTRIES VAPOR BLOCK 10 CARNEGIE - XOREL

ARBOR WOOD THERMALLY MODIFIED TIMBER, SPECIES: WHITE ASH URBAN EVOLUTIONS ROBIN JANSON | 920.380.4149 LOCATED AT SHEETROCK WALLS OUTSIDE ENCLOSED ROOMS KAWNEER 1620 WALL SYSTEM - 2" SIGHTLINE - SSG OPTION KAWNEER TRIFAB 601UT - 2" SIGHTLINE - SSG OPTION NYSTROM PROGRIL STAINLESS STEEL 1-1/8" STRAIGHT GP98S

06 10 00 06 40 23 06 40 00 08 44 13

07 42 13

Page 3 of 3

CRWD Office | Schematic Design FF+E Budget Estimate - Move In

MSR

May 9th, 2017

PRODUCT DESCRIPTION WORKSTATIONS 6x8 open office workstation private office workstation task chair guest chairs in private offices

QUANTITY

UNIT PRICE

TOTAL PRICE

24 2 26 4

$3,500 $4,000 $675 $650

$84,000 $8,000 $17,550 $2,600

18 2 1 3 32 1 80 3 1

$1,000 $3,500 $4,000 $1,500 $500 $5,700 $400 $500 $3,500

$18,000 $7,000 $4,000 $4,500 $16,000 $5,700 $32,000 $1,500 $3,500

CONFERENCE multipurpose tables (72"x24") medium conference table (8-person - trapazoid) medium conference table (12-person) small conference table (4-person) conference chair mediascape - mobile (small, height adjustable) multipurpose chair - community training room stool credenza IT/AV services monitor + data/electrical

*See Estimate Allowance

ENTRY + LOUNGE lounge chair (large) occasional table (small)

2 3

$1,600 $600

$3,200 $1,800

9 3 5 2 7 2 19 4 3

$1,600 $1,200 $900 $500 $600 $500 $400 $900 $1,200

$14,400 $3,600 $4,500 $1,000 $4,200 $1,000 $7,600 $3,600 $3,600

6 12 3

$600 $350 $925

$3,600 $4,200 $2,775

8 2 20 5

$800 $800 $350 $925

$6,400 $1,600 $7,000 $4,625

18 6

$750 $250

$13,500 $1,500

1 1 1

$1,600 $350 $500

$1,600 $350 $500

OPEN COLLABORATION LOUNGE lounge chair (large) lounge chair (medium) occasional table (medium) occasional table (small) mobile pouf/ottoman 36" conference table multipurpose chair (collaboartion areas & small conference) mobile media boards (whiteboard/tackable surface, etc) large media boards/screens

PANTRY counter height stool dining chair dining table (4-person)

EXTERIOR PATIO lounge chair occasional table (medium) dining chair dining table (4-person)

STORAGE lateral file storage 36"W x18"D x 40"H (3, 12"H file drawers/unit) storage common top WELLNESS ROOM lounge chair (large) ottoman (small) occasional table (small)

CRWD Office Design SD Pricing Package

CRWD Office | Schematic Design FF+E Budget Estimate - Move In

MSR

May 9th, 2017 floor lamp

CRWD Office Design SD Pricing Package

$500 $500 Product Subtotal: $301,000.00 $21,446.25 Sales Tax (7.125) $12,040.00 Inflation (4%) $18,060.00 Contingency (6%) Shipping & Installation (15%) $45,150.00 TOTAL $397,696.25 1

Thomas

6'-0"

Ave

REMOVE LAWN & TREES

Grass

REMOVE FENCE

Grass REMOVE CONCRETE WALK

595 Aldine

Aldine

St

Remove Bituminous BASE

228'-7"

REMOVE SHRUBS

Remove Bituminous ALTERNATE

Remove Bituminous BASE

REMOVE CONCRETE

Concrete

REMOVE TIMBER WALL

14'-4"

23'-7"

52'-4"

10'-11"

17'-3"

42'-6"

REMOVE GRAVEL

26'-0"

REMOVE CONCRETE

10'-8"

26'-8"

43'-6"

Gravel

122'-2"

Drawing name: X:\Clients_Private\01115_MS&R\0006_595_Aldine_St_Design\09_GIMS_ProjectName\dwg\595_SD_Removals.dwg Xrefs:

74'-0"

Remove Building

Remove Bituminous BASE

88'-8"

REMOVE LAWN REMOVE CONCRETE WALK

121'-8"

Grass

N

40'-0"

SCALE IN FEET 0

6 5 4 3 2 1

5/8/2017

KB

NO

DATE

BY

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SUBMISSION DATE: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 05-08-2017 THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGN BY DRAWN BY KB BH

SD PRICING PACKAGE REVISION

KEVIN D. BIEHN DATE: 05-08-2017

LICENSE # 42529

EOR PROJECT NO. 01115-0006

Emmons & Olivier Resources, Inc. 651 Hale Avenue North w a t e r Oakdale, MN 55128 e c o l o g y Tele: 651.770.8448 community www.eorinc.com

CAPITOL REGION WATERSHED DISTRICT 1410 ENERGY PARK DRIVE #4 ST PAUL, MN 55108

CAPITOL REGION WATERSHED DISTRICT OFFICE

10

20

40

SD REMOVAL PLAN

ST PAUL, RAMSEY CO, MN STATE PROJECT NO.

CITY PROJECT NO.

SHEET 01 OF 03 SHEETS

Thomas 30'

60'

TREE TRENCH IN BOULEVARD

6'-0"

0'

Ave

N 6'-0" NATIVE LANDSCAPING

STEEL BIKE RACKS ON CONCRETE PAD

COMMUNITY AQUATIC GARDEN

STAMPED CONCRETE WALK (ALT. PERVIOUS CONCRETE)

6'-0"

Native Landscaping

St

Bioretention

BIORETENTION WEIR WALLS (2)

STAMPED CONCRETE WALK (ALT. PERVIOUS CONCRETE)

OUTDOOR GATHERING AREA

EDUCATIONAL WATER INSTALLATION

Drive in NATIVE LANDSCAPING

5'-0"

130'-10"

Dock

Turf

Aldine

PARKING LOT CROSS-WALK; STAMPED CONCRETE

Prairie Seeding

NATIVE LANDSCAPING

Docks PERMEABLE PAVER PARKING STALLS

EMPLOYEE PATIO PERMEABLE PAVEMENT

Drawing name: X:\Clients_Private\01115_MS&R\0006_595_Aldine_St_Design\09_GIMS_ProjectName\dwg\595_Concept_02.dwg Xrefs:

RIPRAP PRETREATMENT BASIN

PRAIRIE SEEDING AREA

Garage

6 5 4 3 2 1

5/8/2017

KB

NO

DATE

BY

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SUBMISSION DATE: WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 05-08-2017 THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DESIGN BY DRAWN BY KB BH

SD PRICING PACKAGE REVISION

TREE TRENCH (FROM EDGE OF PARKING TO CURB)

KEVIN D. BIEHN DATE: 05-08-2017

LICENSE # 42529

EOR PROJECT NO. 01115-0006

Shop

Emmons & Olivier Resources, Inc. 651 Hale Avenue North w a t e r Oakdale, MN 55128 e c o l o g y Tele: 651.770.8448 community www.eorinc.com

CAPITOL REGION WATERSHED DISTRICT 1410 ENERGY PARK DRIVE #4 ST PAUL, MN 55108

CAPITOL REGION WATERSHED DISTRICT OFFICE

SD LANDSCAPE PLAN

ST PAUL, RAMSEY CO, MN STATE PROJECT NO.

CITY PROJECT NO.

SHEET 03 OF 03 SHEETS

N

30’

Thomas Ave.

TREE TRENCH

60’

BIORETENTION

BICYCLE PARKING

595 Aldine St.

EDUCATIONAL WATER INSTALLATION W/ CONNECTION TO INTERIOR CISTERN

SHARED PARKING CONNECTIONS/ WEIR WALL BRIDGE

OUTDOOR GATHERING AREA WITH STORMWATER POOL AND OVERFLOW

TREE TRENCH

Aldine St.

RIBBON CURB

NATIVE LANDSCAPING

UNDERGROUND INFILTRATION

Garage

Shop

PERMEABLE PAVERS

PRETREATMENT BASIN EMPLOYEE PATIO

5.2.2017

595 ALDINE ST - SITE CONCEPT PLAN

0’

COMMUNITY AQUATIC PLANT GARDEN

FINAL DISCHARGE

DECORATIVE PERIMETER FENCE WITH GATE

w a t e r e c o l o g y community

WALL TYPE 1

WALL TYPE 2

WALL TYPE 3

EXISTING CMU WITH NEW INSULATION + CLADDING

EXISTING CMU WITH NEW INSULATION

EXISTING CMU WITH NEW INSULATION + CLADDING

PL-1 NEW HAND TROWELLED INTERIOR PLASTER FINISH

MASONRY WALL TIE STD-1 3 5/8" MTL STUD

MEMB-1 FLUID APPLIED AIR & VAPOR BARRIER

CMU-1 EXISTING CMU BEARING WALL SHTG-2 1/2" GYP PLASTER LATHE BOARD

MEMB-1 FLUID APPLIED AIR & VAPOR BARRIER

CMU-1 EXISTING CMU BEARING WALL

PL-1 NEW HAND TROWELLED INTERIOR PLASTER FINISH

INSUL-1 4" XPS INSULATION

1/2" GAP FOR ASSEMBLY VENTING

2" AIR VOID CMU-1 EXISTING CMU BEARING WALL GRT-1 HORIZONTAL 4 1/2" THERMALLY BROKEN Z-GIRT INSUL-2 4" CLOSED CELL SPRAY FOAM INSULATION

INSUL-1 4" XPS INSULATION

PL-1 NEW HAND TROWELLED INTERIOR PLASTER FINISH

EPT-1 ELASTOMERIC VAPOR OPEN EXTERIOR COATING

BRK-1 KILN FIRED EXTERIOR BRICK

MP-1 VERTICAL BOX RIB METAL PANEL 4" 4"

1/2" 1 5/8"

1/2" 1/2"

1' - 6 1/2"

INTERIOR

3 5/8"

3"

3/4"

11 5/8"

INTERIOR

EXTERIOR PROVIDED INSULATION R-VALUE INSUL-1 R- 20 CONTINUOUS GRT-1 98% EFFECTIVE EFFECTIVE R VALUE: R-19.6

NOTES: 1.

PLAN VIEW

ASSEMBLY R-VALUE AIRFILM +PL-1+SHTG-2+VOID CMU-1 INSUL-2 TOTAL RESISTANCE VALUE:

WALL TYPE 4

ROOF TYPE A

NEW CMU WITH NEW INSULATION + CLADDING

NEW TPO ROOF ASSEMBLY

MEMB-2 TPO ROOF MEMBRANE

EXTERIOR

GENERAL NOTES 1. INTERIOR PARTITIONS TYPES TO BE INDICATED BY ON FLOOR PLANS.

INSUL-3 TAPERED POLYISO 6" MIN, THICKNESS VARIES. MINIMUM SLOPE 1/4" PER FOOT. 11" THICKNESS AT ROOF PERIMETER

GRT-1 HORIZONTAL 4 1/2" THERMALLY BROKEN Z-GIRT

XX

2. GAUGE, SPACING, AND PERFORMANCE REQUIREMENTS OF METAL STUDS TO BE DETERMINED BY SPECIFICATIONS UNLESS OTHERWISE NEEDED 3. TYPE "X" GYPSUM BOARD REQUIRED AT RATED PARTITIONS ONLY. 4. FIRE RATED OR ACOUSTICALLY RATED PARTITIONS TO EXTEND TO ROOF OR FLOOR DECK ABOVE UNLESS NOTED OTHERWISE. PROVIDE REQUIRED CLOSURE TO MAINTAIN FIRE OR ACOUSTICAL RATING. PROVIDE APPROPRIATE DEFLECTION JOINT AT TOP OF PARTITION TO ELIMINATE CRUSHING OF PARTITION.

MANUFACTURER APPROVED CONTINUOUS AIR BARRIER FULLY ADHERED EXTERIOR GYPSUM FIBER ROOFING COVERBOARD

EXISTING METAL DECK TO RECEIVE NEW PAINT FINISH INSUL-1 4" XPS INSULATION

INTERIOR

WD-2 VERTICAL WOOD CLADDING - MOUNTED WITH MANUFACTURER RECOMMENDEC CLIPS

3/4"

9. THERMALLY SEPARATED PARTITIONS SHALL HAVE VAPOR BARRIER AND THERMAL INSULATION AS SPECIFIED UNLESS OTHERWISE NOTED. 10. VERIFY WITH STRUCTURAL ALL NON-BEARING MASONRY PARTITION THAT ARE NOT ADEQUATELY BRACED BY FIXED ELEMENTS PRIOR TO ERECTION. 11. PROVIDE A MINIMUM OF 1'-0" OF SOLID MASONRY BETWEEN PENETRATIONS IN MASONRY PARTITIONS UNLESS OTHERWISE NOTED. 12. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR STRUCTURAL PARTITIONS.

5. AT NON-RATED PARTITIONS IN ROOMS WITH FINISHED CEILING, GYPSUM BOARD TO GO 6" ABOVE CEILING UNLESS NOTED OTHERWISE. AT NONRATED PARTITIONS IN ROOMS WITHOUT FINISH CEILINGS, GYPSUM BOARD TO GO TO DECK UNLESS NOTED OTHERWISE.

13. PROVIDE BLOCKING AND BACKER SUPPORT FOR ALL EQUIPMENT ATTACHMENT AND MOUNTING. COORDINATE LOCATION OF BLOCKING AND BACKER MATERIAL WITH OWNER AND CONTRACTOR SUPPLIED EQUIPMENT PRIOR TO CONSTRUCTION OF PARTITION. SEE FURNITURE PLAN FOR FURNITURE LOCATIONS THAT REQUIRE BLOCKING.

6. PENETRATIONS IN FIRE RATED OR ACOUSTICAL RATED PARTITIONS AND CONNECTIONS TO THESE PARTITIONS BY OTHER PARTITIONS SHALL BE PER PARTITION MANUFACTURER'S WRITTEN RECOMMENDATIONS OR U.L REQUIREMENTS FOR FIRE TEST AND ACOUSTICAL TEST RATINGS.

14. STC RATINGS INDICATED MINIMUM WALL REQUIREMENTS WITH SOUND BATT INSULATION. REFER TO GYPSUM ASSOCIATION BULLETIN #500 AND THE UL MANUAL FOR DETAILED CONSTRUCTION TECHNIQUES TO ACHIEVE STC RATINGS.

7. REFER TO SPEC FOR BACKER AT PARTITIONS SCHEDULED TO RECEIVE CERAMIC TILE. PROVIDE TILE BACKER BOARD TO PARTITIONS IN SHOWERS, HIGH MOISTURE AREAS OR SIMILAR AREAS AND WHERE NOTED. INSTALLATION OF MOISTURE RESISTANT GYPSUM BOARD OR TILE BACKER BOARD SHALL NOT REDUCE FIRE OR ACOUSTICAL RATINGS FOR ANY PARTITION.

DESIGNATES A 1 HOUR FIRE RATED PARTITION DESIGNATES A 2 HOUR FIRE RATED PARTITION

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

8. ACOUSTICALLY RATED PARTITIONS SHALL HAVE CONTINUOUS SOUND BATT INSULATION AND ACOUSTICAL CAULKING UNLESS OTHERWISE NOTED. STAGGER JUNCTION BOXES A MINIMUM OF 2'-0" BETWEEN PENETRATIONS AT ACOUSTICALLY RATED OR FIRE RATED PARTITIONS

1' - 4 7/8"

INTERIOR

R-0.83 R-1.28 R-21 R-0.80 R-23.91

SOME PARTITIONS DESCRIBED HERE MAY NOT BE USED ON THIS PROJECTS. SEE PLANS FOR SPECIFIC PARTITION TYPES USED.

1/2" GAP FOR ASSEMBLY VENTING

1/2"

EXTERIOR

1/4" /FT SLOPE

LOW RISE FOAM ADHESIVE BY ROOF MANUFACTURER

4"

PLAN VIEW

R-2.28 R-1.28 R-25 R-28.56

FULLY ADHERED EXTERIOR GYPSUM FIBER ROOFING COVERBOARD

11 5/8"

3 5/8"

ASSEMBLY R-VALUE AIRFILM+PL-1 CMU-1 INSUL-2+VOID BRK-1 TOTAL RESISTANCE VALUE:

TPO MANUFACTURER SYSTEM APPROVED ADHESIVE

MEMB-1 FLUID APPLIED AIR & VAPOR BARRIER

2"

NOTES: 1.

ASSEMBLY EFFECTIVE R-VALUE AIRFILM +PL-1 R-0.83 R-1.28 CMU-1 R-19.6 INSUL-2 R-1 VOID TOTAL RESISTANCE VALUE: R-22.71

TYPICAL PAINT FINISH - SEE FINISH PLAN FOR LOCATIONS TO RECEIVE AN ADDITIONAL INTERIOR FINISH ASSEMBLY

INTERIOR

EXTERIOR

NOTES: 1.

CMU-1 NEW CMU BEARING WALL

4" 1' - 10"

1' - 7 1/4"

PLAN VIEW

11 5/8"

595 Aldine Street Saint Paul, MN 55104

11 5/8"

Capital Region Watershed District Office Renovation

3/4"

PLAN VIEW

EXTERIOR PROVIDED INSULATION R-VALUE INSUL-1 R- 20 CONTINUOUS GRT-1 98% EFFECTIVE EFFECTIVE R VALUE: R-19.6

NOTES: 1.

NOTES: 1. ROOF MANUFACTURER TO SUPPLY ALL COMPONENTS AND LAYERS OF ROOF ASSEMBLY ABOVE DECK INCLUDING ALL FLASHINGS, INSULATION, COVERBOARD, FASTENERS, ADHESIVES, ACCESSORIES AND MEMBRANE LAYERS.

ASSEMBLY EFFECTIVE R-VALUE AIRFILM +PL-1 R-0.83 R-1.28 CMU-1 R-19.6 INSUL-2 R-1 VOID TOTAL RESISTANCE VALUE: R-22.71

ASSEMBLY R-VALUE COVER BOARD LAYERS (2) R-0.9 R-33.6 INSUL-3 6" CONTINUOUS BASE INSUL-3 5" TAPERED / 2 1/2" AVG. R-14

2. PROVIDE 6" CONTINUOUS INSUL-3 BASE LAYER, WITH 1/4" PER FT. TAPERED INSUL-3 TO A PEAK THICKNESS OF 11"

TOTAL RESISTANCE VALUE:

R-48.5

Signature: Print Names: Date:

License No:

ISSUE

A

B

ONE LAYER 5/8" GYPSUM BOARD BOTH SIDES

SERIES

C

ACOUSTIC SOUND BATT INSULATION WHEN ACOUSTICALLY RATED

SERIES

ACOUSTIC SOUND BATT INSULATION WHEN ACOUSTICALLY RATED (INSUL-4)

SERIES

MARK DATE

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

5/8" PLYWOOD (NAILER BACKER) METAL STUD

TWO LAYERS 5/8" GYPSUM BOARD BOTH SIDES

METAL STUD

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

5/9/2017 10:50:48 AM

C:\Projects\7028_A17_Central_BethRoloff.rvt

ACOUSTIC SOUND BATT INSULATION WHEN ACOUSTICALLY RATED

PARTITION STUD TYPE SIZE

PARTITION UL DESIGN. FIRE WIDTH NUMBER RATING

STC RATING

NOTES

5/8" GYPSUM BOARD - SEE DRAWINGS FOR FINISH

1/2" RECLAIMED WOOD (WD-3)

METAL STUD

PARTITION STUD TYPE SIZE

PARTITION UL DESIGN. FIRE WIDTH NUMBER RATING

STC RATING

NOTES

PARTITION STUD TYPE SIZE

PARTITION UL DESIGN. FIRE WIDTH NUMBER RATING

STC RATING

NOTES

A2

2 1/2"

3 3/4"

UL U419

1HR

47

1

B2

2 1/2"

5"

UL U419

2 HR

50

1

C2

2 1/2"

5"

UL U419

2 HR

50

1

A3

3 5/8"

4 3/4"

UL U419

1HR

48

1

B3

3 5/8"

6"

UL U419

2 HR

50

1

C3

3 5/8"

6"

UL U419

2 HR

50

1

A6

6"

7 1/4"

UL U419

1HR

48

1

B6

6"

8 1/2"

UL U419

2 HR

50

1

C6

6"

8 1/2"

UL U419

2 HR

50

1

A8

8"

9 1/4"

UL U419

1HR

48

1

NOTES 1. STC VARIES WITH INSULATION USED

PROJECT NO.

PROJECT PHASE

2017028 SCHEMATIC DESIGN

DRAWN BY:

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

NOTES 1. STC VARIES WITH INSULATION USED

NOTES 1. STC VARIES WITH INSULATION USED

TYPES AND SYSTEMS

G001

96' - 1 1/4"

40' - 3 5/8"

2

182' - 0"

UP 3

UP AD201

3

1

AD201

595 Aldine Street Saint Paul, MN 55104

Capital Region Watershed District Office Renovation

AD201

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

79' - 7 5/8"

79' - 7 5/8"

UP

101' - 4"

100' - 0"

2

Signature: Print Names: Date:

License No:

ISSUE MARK DATE

UP

C:\Projects\7028_A17_Central_BethRoloff.rvt

1

PROJECT NO.

2017028

PROJECT PHASE

SCHEMATIC DESIGN

DRAWN BY:

G

F

E

D 4

CHECKED BY:

MSR

182' - 7 1/4"

5/9/2017 10:50:44 AM Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

C

B

A

LEVEL ONE DEMOLITION PLAN

AD201

1

AD101

LEVEL 1 DEMOLITION 1/8" = 1'-0"

AD101

G

F.1

F

E

D

C

OUTLINE OF NEW WALL OPENINGS

B

A

OUTLINE OF NEW WALL OPENINGS

OUTLINE OF NEW WALL OPENINGS

PARAPET 119' - 1 1/4" ROOF LEVEL 117' - 4"

DEMOLISH EXISTING POLE BARN

LEVEL 1 - NORTH 101' - 4" LEVEL 1 100' - 0"

4

DEMOLITION BUILDING EAST ELEVATION

AD201

1/8" = 1'-0"

1

2

3

4

5

6

OUTLINE OF NEW WALL OPENINGS

PARAPET 119' - 1 1/4" ROOF LEVEL 117' - 4"

DEMOLISH EXISTING POLE BARN

DEMOLITION BUILDING NORTH ELEVATION 1/8" = 1'-0"

A

B

C

D

OUTLINE OF NEW WALL OPENINGS

E

F

F.1

OUTLINE OF NEW WALL OPENINGS

G

OUTLINE OF NEW WALL OPENINGS PARAPET 119' - 1 1/4" ROOF LEVEL 117' - 4"

LEVEL 1 - NORTH 101' - 4"

595 Aldine Street Saint Paul, MN 55104

3

AD201

Capital Region Watershed District Office Renovation

LEVEL 1 - NORTH 101' - 4" LEVEL 1 100' - 0"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

LEVEL 1 100' - 0"

2

AD201

DEMOLITION BUILDING WEST ELEVATION 1/8" = 1'-0"

Signature: Print Names: Date:

6

5

4

3

2

1

License No:

ISSUE MARK DATE

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

OUTLINE OF NEW WALL OPENINGS

PARAPET 119' - 1 1/4" ROOF LEVEL 117' - 4"

C:\Projects\7028_A17_Central_BethRoloff.rvt

DEMOLISH EXISTING POLE BARN

2017028

PROJECT PHASE

SCHEMATIC DESIGN

DRAWN BY:

LEVEL 1 - NORTH 101' - 4" LEVEL 1 100' - 0"

5/9/2017 10:50:46 AM Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

PROJECT NO.

1

AD201

DEMOLITION BUILDING SOUTH ELEVATION 1/8" = 1'-0"

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

BUILDING ELEVATIONS DEMOLITION

AD201

H

F.1 172' - 5 7/8"

32' - 10 1/2"

WALL TYPE 4 - BASE OPTION WALL TYPE 1 (SIM) - ALTERNATE

4 1' - 5 1/4"

30' - 0"

A201

1' - 5 1/4"

2

5' - 0"

30' - 0"

20' - 0"

5' - 5 7/8"

6

5

30' - 0"

93' - 0"

20' - 0"

59' - 9 7/8"

GARAGE 131 1792 SF

4

12' - 0" B3

2' - 0"

WALL TYPE 4 BASE OPTION WALL TYPE 1 (SIM) ALTERNATE

WALL TYPE 4 - BASE OPTION WALL TYPE 1 (SIM) - ALTERNATE 11' - 9"

4

16' - 0"

14' - 2"

10' - 0"

5' - 0"

10' - 0"

5' - 0"

10' - 0"

5' - 0"

10' - 0"

6' - 2 1/4"

10' - 0"

33' - 7 7/8"

10' - 0"

3' - 8"

10' - 0"

13' - 1 7/8"

Capital Region Watershed District Office Renovation

SHOP 130 896 SF

5' - 0"

3

SKID

C3

WELLNESS 107 B3 78 SF 6' - 0"

17' - 7"

10' - 4"

20' - 11 7/8"

10' - 1"

10' - 3"

15' - 8"

A3

6' - 10 1/4"

8' - 0"

COMMUNITY TRAINING 101 1429 SF

9' - 9 7/8"

25' - 8"

10' - 4"

2 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

1' - 6 1/8"

37' - 6 1/8" 38' - 8"

A3

B3

1

OPEN WORKSTATIONS 134

38' - 8"

20' - 0"

B3

3' - 0"

10' - 3"

38' - 8"

B3

CISTERN 3' - 0"

19' - 3 7/8"

80' - 4 1/4"

A3

8' - 4 7/8"

A201

13' - 4"

9' - 8 1/2"

3

3' - 0"

5' - 10 5/8" A501

8' - 11 1/2"

12' - 6 7/8"

PRINT/COPY 108 192 SF

C3

A3

6' - 7 5/8"

FOCUS 116 63 SF

A3

9' - 8 1/8"

2' - 0"

FOCUS 119 64 SF

OFFICE 112 126 SF

2' - 0"

A3 13' - 0"

6' - 6"

FOCUS 115 61 SF A3

A3 UTILITY 111 44 SF

A3

16' - 2 3/4"

A3

5' - 4 5/8"

A3

2' - 0"

A3

5' - 10 5/8"

11' - 9"

11' - 9"

MECHANICAL 109 153 SF

OFFICE 113 114 SF

ELECTRICAL 110 43 SF

C3

STORAGE 104 145 SF

MALE RESTROOM 105 158 SF

A501

20' - 0"

C3

11' - 9"

FOCUS 118 A3 62 SF

COLLABORATIVE LOUNGE 136

6' - 6"

9' - 0"

MEDIUM CONFERENCE ROOM 121 220 SF

SMALL CONFERENCE ROOM 114 115 SF

FEMALE RESTROOM 106 157 SF

19' - 2 3/4"

8' - 4 5/8"

7' - 2 7/8"

6' - 6"

A3

A3

SMALL CONFERENCE ROOM 117 117 SF A3

6' - 6"

18' - 3"

25' - 2 3/4" 24' - 4"

A3

SMALL CONFERENCE ROOM 123 126 SF

19' - 8"

18' - 6 3/8"

13' - 11"

3

TYP.

3' - 0"

26' - 11"

5' - 0"

MEDIUM CONFERENCE ROOM 120 199 SF

C3

9' - 9 3/8"

10' - 3"

C3

IT / SERVER / STORAGE 122 111 SF

9' - 0" 23' - 9 3/8" STAFF PATIO 133 1795 SF

10' - 1"

2' - 0"

1

PANTRY 132 559 SF

C3

A3 A501

TENANT 102 779 SF

C3

3' - 0"

OPERABLE PARTITION

OPEN WORKSTATIONS 135

2

C3

78' - 4"

FEMALE RESTROOM 124 157 SF

14' - 6"

2' - 0" MALE RESTROOM 125 158 SF

FEMALE SHOWER 129 41 SF

9' - 1 3/8"

1

MEDIUM CONFERENCE ROOM 103 344 SF

A3

4' - 0"

10' - 8"

19' - 0"

FEMALE LOCKERS 127 71 SF

C3

WALL TYPE 1 - BASE OPTION WALL TYPE 3 - ALTERNATE

MALE SHOWER 128 41 SF

MALE LOCKERS 126 A3 71 SF A3

11' - 6"

10' - 8" 22' - 10 1/4" 6' - 3"

A201

24' - 0"

C3

38' - 8"

10' - 0"

WALL TYPE 1 - BASE OPTION WALL TYPE 3 - ALTERNATE

8' - 6 1/8"

3' - 8"

4 WALL TYPE 4 - BASE OPTION WALL TYPE 1 (SIM) - ALTERNATE

9' - 0"

11' - 0"

1

595 Aldine Street Saint Paul, MN 55104

5' - 0"

10' - 8"

31' - 0 5/8"

24' - 4"

19' - 4"

10' - 0"

2' - 0"

4

OPP-1 LOBBY 139

A3

Signature:

9' - 0" 3' - 4 1/8"

C:\Projects\7028_A17_Central_BethRoloff.rvt

1' - 6 1/8"

2' - 0"

12' - 2"

3' - 8"

30' - 0"

12' - 2"

2' - 0"

12' - 2"

3' - 8"

30' - 0"

12' - 2"

2' - 0"

12' - 2"

3' - 8"

30' - 0"

12' - 2"

2' - 0"

12' - 2"

5' - 6 1/4"

30' - 0"

10' - 0"

9' - 0"

ISSUE MARK DATE

1

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

WALL TYPE 1 - BASE OPTION WALL TYPE 3 - ALTERNATE

18' - 4 5/8"

30' - 0"

License No:

14' - 4 7/8" 30' - 0"

6' - 0 1/2" 1' - 6 1/8" PROJECT NO.

183' - 0 1/4" PROJECT PHASE

2017028 SCHEMATIC DESIGN

DRAWN BY:

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

4

5/9/2017 10:50:39 AM Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

12' - 2"

1

Date:

1' - 6 1/8"

8' - 2 1/8"

8' - 10 1/2"

Print Names:

G

1

A101

LEVEL 1 1/8" = 1'-0"

F

E

A201

D

C

B

A

LEVEL ONE

A101

H

G

F.1

F

E

D

C

B

A

MP-1 BASE OPTION (WALL TYPE 1), BRK-1 ALTERNATE (WALL TYPE 3) PARAPET 119' - 1 1/4" ROOF LEVEL - GARAGE 115' - 4"

MP-1

WD-2

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

AD-1

WDW-1

LEVEL 1 - NORTH 101' - 4"

LEVEL 1 100' - 0"

LEVEL 1 100' - 0"

WD-2 BASE OPTION (WALL TYPE 4), MP-1 ALTERNATE (WALL TYPE 1)

4

A201

BUILDING EAST ELEVATION 1/8" = 1'-0"

1

2

3

4

5

6

MP-1 BASE OPTION (WALL TYPE 1), BRK-1 ALTERNATE (WALL TYPE 3)

PARAPET 119' - 1 1/4"

ROOF LEVEL - GARAGE 115' - 4"

WDW-1

MP-1

WDW-1

WDW-1

WDW-1

WD-2 OHDR-1

HM-1

OHDR-1

HM-1

Capital Region Watershed District Office Renovation

LEVEL 1 100' - 0"

WD-2 BASE OPTION (WALL TYPE 4), MP-1 ALTERNATE (WALL TYPE 1)

3

A201

BUILDING NORTH ELEVATION 1/8" = 1'-0"

A

B

C

D

E

F

F.1

G

H

PARAPET 119' - 1 1/4" ROOF LEVEL - GARAGE 115' - 4"

WDW-1

MP-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

WDW-1

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

WD-2

AD-1

LEVEL 1 - NORTH 101' - 4"

LEVEL 1 100' - 0"

MP-1 BASE OPTION (WALL TYPE 1), BRK-1 ALTERNATE (WALL TYPE 3)

2

A201

595 Aldine Street Saint Paul, MN 55104

LEVEL 1 - NORTH 101' - 4"

WD-2 BASE OPTION (WALL TYPE 4), MP-1 ALTERNATE (WALL TYPE 1)

BUILDING WEST ELEVATION 1/8" = 1'-0" Signature: Print Names: Date:

6

5

4

3

2

1

License No:

ISSUE MARK DATE

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

MP-1 BASE OPTION (WALL TYPE 1), BRK-1 ALTERNATE (WALL TYPE 3) PARAPET 119' - 1 1/4"

C:\Projects\7028_A17_Central_BethRoloff.rvt

ROOF LEVEL - GARAGE 115' - 4"

PROJECT NO.

WD-2

WDW-1

MP-1

WDW-1

SCHEMATIC DESIGN

DRAWN BY:

HM-1

WD-2 BASE OPTION (WALL TYPE 4), MP-1 ALTERNATE (WALL TYPE 1)

HM-1

1

A201

BUILDING SOUTH ELEVATION 1/8" = 1'-0"

FOLDING EXTERIOR DOOR/GLAZING SYSTEM

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

LEVEL 1 100' - 0"

5/9/2017 10:50:41 AM Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

WDW-1

2017028

PROJECT PHASE

BUILDING ELEVATIONS

A201

3

2

1

ROOF LEVEL 117' - 4"

PT-2B GL-2 PT-2C

HALLWAY TO TENANT

WDB

GL-2

WDB LEVEL 1 100' - 0"

WOOD VENEER DOORS TO COORDINATE W/ WD-3 FINISH, TYP.

3

A501

A

B

C

INTERIOR ELEVATION - NORTH 1/8" = 1'-0"

D

E

F

G

ROOF LEVEL 117' - 4"

PLAS-1

GL-3 PT-2A

WCRV-1

WD-3

WCRV-1

GL-2

WD-3

GL-2

GL-2

WDB

RB-1

WDB LEVEL 1 100' - 0"

CT-2

WOOD VENEER DOOR FINISH TO MATCH WD-3, TYP.

2

A501

WOOD VENEER DOOR FINISH TO MATCH WD-3, TYP.

595 Aldine Street Saint Paul, MN 55104

GL-2

Capital Region Watershed District Office Renovation

PT-2C

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

WOOD VENEER DOOR FINISH TO MATCH WD-3, TYP.

INTERIOR ELEVATION - WEST 1/8" = 1'-0"

Signature:

G

F.1

F

E

D

C

B

Print Names:

A

Date:

License No:

ISSUE MARK DATE

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET ROOF LEVEL 117' - 4"

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

5/9/2017 10:50:42 AM

C:\Projects\7028_A17_Central_BethRoloff.rvt

PLAS-1

PLAS-1

WD-3

GL-2

WDB

GL-2

GL-2

PLAS-1

GL-2

WD-3

PT-2C

WDB

WDB

PT-2C

OPP-1

PROJECT NO.

LEVEL 1 100' - 0"

WOOD VENEER DOOR FINISH TO MATCH WD-3, TYP.

1

A501

INTERIOR ELEVATION - EAST

WOOD VENEER DOOR FINISH TO MATCH WD-3, TYP.

RAIN WATER CISTERN

2017028

PROJECT PHASE

SCHEMATIC DESIGN

DRAWN BY:

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

INTERIOR ELEVATIONS

1/8" = 1'-0"

A501

H

F.1

6

GARAGE 131

5

PAINTED INDUSTRIAL METAL SHELVES

PT-5A CONC-1

SINK-5

4

SINK-4

DISH-2

STAINLESS STEEL COUNTERTOP W/ PAINTED METAL INDUSTRIAL SHELVES

PT-5A CONC-1 WOM-1

3

FEMALE SHOWER 129

PT-2B

CT-3

CT-4

CT-4

CONC-2

FEMALE RESTROOM 124

SS-1 COUNTER

WALL EQUIPED W/ POWER AND DATA FOR WALL MOUNTED LCD MONITOR

SS-1 COUNTER

CT-1

MEDIUM CONFERENCE ROOM 121

PT-2A

GL-3

PT-2A

FELT-2

CPT-1

CPT-1

PT-2A

GL-3

SMALL CONFERENCE ROOM 123

SMALL CONFERENCE ROOM 114

CPT-1

GL-3

PT-2A

GL-3

PT-2A

MEDIUM CONFERENCE ROOM 120

SMALL CONFERENCE ROOM 117

FOCUS 118

CPT-1 CONC-2

CT-1

FELT-2

FELT-2

CONC-2

CPT-1

CONC-2 MECHANICAL 109

CONC-2 UTILITY 111

MALE RESTROOM 105

CT-2

CT-2

WCRV-1

WCRV-1

PT-2A

CONC-2

CONC-2

PT-2A

CONC-2

CONC-2

STORAGE 104

2

PRINT/COPY 108

PT-2B

PT-2A

CPT-1

CPT-1

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota.

ARCHITECT SEAL

CPT-1

PT-2B CPT-1

FELT-2

SINK-3

WD-3

CONC-2

CONC-2

CPT-1

OFFICE 112

CPT-1

FOCUS 116

PT-2A

ELECTRICAL 110 PT-2A

FEMALE RESTROOM 106

PT-2A

WELLNESS 107

CPT-1 FOCUS 119

WD-3 GL-2

FOCUS 115

CPT-1

CPT-1

CONC-2

COLLABORATIVE LOUNGE 136

PT-2B

OFFICE 113

PT-2A 24' - 9"

WD-3

PT-2A

CONC-2

REF-1

REF-1

GL-3

13' - 0"

CPT-1

PT-2A

SINK-3

DISH-1

CT-1

IT / SERVER / STORAGE 122

PANTRY 132

CONC-2

CONC-2

TENANT 102

CPT-1

CT-1

REF-1

SS-1 COUNTER

PT-2A

CPT-1

CONC-2

DISH-1

SINK-3

GL-2

FEMALE LOCKERS 127

MALE RESTROOM 125

OPEN WORKSTATIONS 135

GL-2

95' - 0"

COMMUNITY TRAINING 101

DISH-1

WD-3 PT-2B

CT-3 MALE SHOWER 128

CT-2

PT-2C

MALE LOCKERS 126

CT-2

MEDIUM CONFERENCE ROOM 103

PT-2C

PT-2B

CT-4

WCRV-1

GL-3

CT-4

WCRV-1

19' - 0"

WD-3

CONC-2

75' - 6"

CONC-2

595 Aldine Street Saint Paul, MN 55104

Capital Region Watershed District Office Renovation

SHOP 130

CONC-2

REF-1

OPP-1 (BASE OPTION) OR FELT-1 (ALTERNATE)

CPT-1

LOBBY 139

PLAS-1

PLAS-1

CONC-2

COMMUNITY TRAINING 101

GL-2

18' - 0"

OPEN WORKSTATIONS 134

Signature: Print Names:

CONC-2 PLAS-1

Date:

CPT-1

License No:

ISSUE MARK DATE

1

DESCRIPTION

05/09/2017 SCHEMATIC DESIGN PRICING SET

C:\Projects\7028_A17_Central_BethRoloff.rvt

WOM-1

PROJECT NO.

PROJECT PHASE

SCHEMATIC DESIGN

DRAWN BY:

CHECKED BY:

MSR

MSR

Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

5/9/2017 10:50:43 AM Drawing 2017 Copyright Meyer, Scherer & Rockcastle, Ltd.

2017028

G

1

A701

LEVEL 1 FINISH PLAN 1/8" = 1'-0"

F

E

D

C

B

A

LEVEL ONE FINISH PLAN

A701

CRWD BOARD REVIEW MAY 30, 2017

May 30, 2017

|

1

| CRWD Goals + Guiding Design Principles

PROJECT VISION WORKPLACE STANDARDS

CRWD + COMMUNITY

CRWD’s space should create an open and unified office environment that fosters a culture of collaboration, communication and partnership. It should provide flexible and varied meeting spaces as well as social and private/ focus spaces for maximum workplace choice. The new workspace should also be aesthetcially pleasing and showcase CRWD’s goals of water quality and public service.

CRWD represents the community through its values of protecting & improving water and the community’s quality of life. The design of the new workplace will seamlesly integrate these values, creating a welcoming community space.

SITE STANDARDS CRWD’s work site shall showcase their innovative stormwater management techniques and habit native species of plant and wildlife.

DESIGN FOR THE FUTURE The new CRWD workplace should be designed with long term goals to create an environment that promotes human health & well-being; and will be successful for years to come as the workplace continues to evolve. Sustainability & environmental impact for the future are key drivers for this design.

PROMOTE INNOVATION CRWD’s workplace should promote its innovative core. The new workplace should foster this innovative spirit to identify with the energy of it’s people and culture.

May 30, 2017

|

2

| CRWD Goals + Guiding Design Principles

GOALS + GUIDING DESIGN PRINCIPLES Four simple principles drive the workplace design guidelines for the next generation. These principles underlay every design and planning decision.

Consistently applied, measured and refined; they will also yield a consistent positive return from facilities investments over time.

WORKPLACE FOR ENGAGEMENT

Work environments must epitomize and actively support CRWD. CRWD workplace should enhance engagement for both it’s employees and the greater community. This workplace should feature spaces that actively drive watershed awareness, on-site learning about stormwater best management practices, technologies & activities.

SUSTAINABLE OPERATIONS DESIGN PRINCIPLES

WORKPLACE FOR ENGAGEMENT SUSTAINABLE OPERATIONS ART & COMMUNITY HEALTH AND WELL-BEING

Work environment must be delivered in ways to emphasize and celebrate sustainable goals and minimize recurring and operating costs.

MEASURED BY: • employee feedback • community traffic & involvement

MEASURED BY: • utility savings -- energy and water • carbon footprint • certification measurements if desired

As a matter of environmental sustainability, the CRWD workplace should be designed to reflect green building principles to conserve natural resources, protect water resources and create a healthy workplace. The workplace will maximize natural light & offer natural ventilation, thermal comfort, high indoor air quality and sound control.

ART & COMMUNITY

Work environments must actively express CRWD and help support your vision.

CRWD workplace should celebrate artwork and artists; feature spaces that educate the community on watershed awareness and highlight the organizational mission.

MEASURED BY: • integrated artwork • engagement of educational programs

HEALTH AND WELL-BEING

Work environments must actively express CRWD and help support your vision.

CRWD workplace should encourage a healthy work environment that focuses on both physical and mental well-being. Sustainable goals lend directly to this principle in addition to ergonomic furnishings, user control, access to views and workplace choice.

MEASURED BY: • levels of user control • employee feedback • certification measurements if desired

May 30, 2017

|

3

| CRWD Goals + Guiding Design Principles

EMPLOYEE ENGAGEMENT

Currently, 40% of employees in the U.S. are engaged or actively engaged in the workplace, with a staggering 31% of employees disengaged or actively disengaged with their workplace. There is a direct correlation between employees who are actively engaged and those that are satisfied with their workplace. Steelcase Global Report 2016 If space can have such a dramatic effect on an employee’s engagement, how can we help employee’s feel happier and satisfied where they work? The below 3 factors can make a dramatic impact on how space is used and help employee’s feel valued and appreciated.

• Workplace Choice • Focus Matters • Health and Well-Being

USA

ENGAGEMENT

Employees are a company’s greatest asset. Engaged employees can energize your organization and help you grow or even persist during uncertain times. On the other hand, disengaged employees can “cost companies money, slow projects, drain resources and undermine company goals” Steelcase Global Report 2016

GLOBAL

HIGHLY ENGAGED

14% 13% 26% 21%

WORKPLACE SATISFACTION HIGHLY DISSATISFIED

HIGHLY SATISFIED

37% Thirty-seven percent of global employees are either highly or somewhat disengaged at work.

30% 29% 22% 26% 9% 11% HIGHLY DISENGAGED

EMPLOYEE ENGAGEMENT POSITIVELY CORRELATES WITH WORKPLACE SATISFACTION

May 30, 2017

|

4

| CRWD Goals + Guiding Design Principles

WORKPLACE CHOICE Giving employees choice and control over where and how they work is a status symbol for today’s workers -- a way to attract and engage top talent.

Offer a range of destinations that augment people’s interactions with each other and provide access to the tools and technology that people can only find at work.

Flexibility

Balance spaces for group work with individual spaces for focus and reflection.

Flexibility, variety and alternate working environments allow employees to feel valued and engaged while also providing an opportunity to reduce overall square footage per person.

Variety

Alternative Working Environments

May 30, 2017

|

5

| CRWD Goals + Guiding Design Principles

WORKPLACE CHOICE With an increasing rise in real estate prices, companies see the advantages of moving to smaller spaces and reducing overall square footage.

It’s not just a numbers game. Technology is making us less reliant on physical storage space and fixed seating locations. Not only is real estate more expensive, but employees need less desk space to get their work done than ever before.

1970

2010

2012

2015

Average SF per person: 500 SF

Average SF per person: 225 SF

Average SF per person: 176 SF

Average SF per person: 150 SF

Source: CoreNet Numbers

An estimated 70% of office spaces in the U.S. have some form of open plan.

Source: Internatiional Management Facility Association

May 30, 2017

|

6

| CRWD Goals + Guiding Design Principles

FOCUS MATTERS Successful collaboration requires giving coworkers easy access to each other but it also requires giving each individual the time and places to focus and recharge.

The harder people work collaboratively, the more important it is to also have time alone--to be free from distractions, apply expertise and develop a solid point of view about the challenges at hand.

Office workers are interrupted as often as every

3 MINUTES 23 MINUTES

Once distraction occurs, it can take as much as

by digital and human distractions. for the mind to return to the task at hand.

Source: Gloria Mark, University of California, Irvine

Today’s workplace must find balance between the open plan and working together and working in privacy.

The number of people who say they can’t concentrate at their desk has increased by 16% since 2008, and the number of those who don’t have access to quiet places to do focused work is up by 13%.

74% of the people we surveyed said they’re more concerned about their privacy now than they were 10 years ago.

Source: “Balancing ‘We’ and ‘Me’: The Best Collaborative Spaces Also Support Solitude”, Harvard Business Review, 2014

May 30, 2017

|

7

| Workplace Strategy People instinctively use (4) tools to evaluate if a space can provide the type of privacy they seek: Acoustical Privacy Undisturbed by noise and/or able to create noise of your own without disturbing others.

Visual Privacy Not being seen by others and/or freeing yourself from sight-induced distractions.

Acoustical Privacy

Information Privacy

Territorial Privacy Claiming a space and controlling it as your own.

Informational Privacy Keeping content and conversation confidential.

“The way forward is not to stop collaborating face-toface but to refine the way we do it. Instead of only providing open plan work settings, today’s workplace should create settings that support the need for privacy along with spaces that encourage interactions.”

Visual Privacy

Susan Cain, Author of “Quiet: The Power of Introverts in a World that Can’t Stop Talking”

Territorial Privacy

May 30, 2017

|

8

| CRWD Goals + Guiding Design Principles

HEALTH & WELL-BEING Today’s workplace can support the well-being of its employees by providing a variety of spaces to encourage people to sit, stand and move throughout the day.

Static sitting can cause slowed metabolism, neck pain, back pain and reduced concentration, impacting mental and cognitive abilities. Engaging the body in movement is essential for supporting physical and mental vigor at work.

Changing posture stimulates the mind. Employees are working longer hours so it’s critical to provide a variety of spaces, both indoor and outdoor, that offer posture choices and encourage walking to create energy.

Research shows higher rates of diabetes, obesity, heart disease and mortality among people who sit for long stretches.

Source: Mayo Clinic 2010

Desk jobs are increasing obesity, with many employees and employers ignorant of the risks of sitting down all day.

Source: Harvard School of Public Health, 2010

The harmful impacts of sitting cannot be reversed by the positive impact of exercise.

Source: The National Heart Foundation, 2011

May 30, 2017

|

9

| CRWD Goals + Guiding Design Principles

HEALTH & WELL-BEING Approximately 5-8% of annual healthcare costs are associated with and may be attributable to how U.S. companies manage their work force.

Source: “The Relationship Between Workplace Stressors and Mortality and Health Costs in the United States”, Harvard Business School, 2012

Promote Activity Encourage employees to be active both during the work day and after.

Promote Activity

Adjust Policies

Adjust Policies Provide health-conscious food options and space for communal eating.

Increase Daylight Access Allow for both office spaces and community gathering areas to have views out, natural light, and outdoor spaces.

Increase Daylight Access

Celebrate Successes

Celebrate Successes Celebrate milestones in the company and within employee’s lives.

User Control Allow for user control over desk height, temperature, etc.

96% of highly engaged workers are able to move freely and change postures throughout their day.

User Control

Source: 2014 Steelcase-commissioned survey in 14 countries worldwide

May 30, 2017

|

10

Adjacency Diagram

| CRWD Adjacencies & New Space

DEPARTMENTS

Monitory

Lab/Shop

Community Training Room *

Regulatory

Entry/ Reception

Admin.

Grants

Outreach Tenant Space * Conferencing & Office Functions

Pantry/ Social

Legend Critical Adjacency * Note: Require Secure access and restroom access during off-hours.

May 30, 2017

|

11

FLOOR PLAN

GARAGE

SHOP

HUDDLE

MEN’S LOCKER + SHOWER

WOMEN’S LOCKER + SHOWER

COLLABORATION ISLAND

COLLABORATION ISLAND

MED. CONFERENCE

MEN’S RESTROOM

WOMEN’S RESTROOM

WOMEN’S RESTROOM

MED. CONFERENCE

SMALL CONF.

COLLABORATIVE LOUNGE

MEN’S RESTROOM

TENANT STORAGE

OFFICE 1 SMALL CONF.

ELEC.

IT/SERVER/ STORAGE

MECHANICAL

FOCUS

PANTRY

FOCUS

FOCUS

FOCUS

FOCUS

SKID PRINT/COPY

MED. CONFERENCE

OFFICE 2

CISTERN

LOUNGE

HUDDLE

WELLNESS

20 SEATS - ROUNDTABLE

COLLABORATION ISLAND

COLLABORATION ISLAND

RECEPTION

STAFF PATIO

HOSPITALITY

UTILITY

GRILL

CONFERENCE / TRAINING 16 SEATS

COLLABORATION ISLAND

May 30, 2017

|

12

FLOOR PLAN

SHOP

HUDDLE

MEN’S LOCKER + SHOWER

WOMEN’S LOCKER + SHOWER

COLLABORATION ISLAND

COLLABORATION ISLAND MED. CONFERENCE

MEN’S RESTROOM

WOMEN’S RESTROOM

WOMEN’S RESTROOM

MED. CONFERENCE

SMALL CONF.

COLLABORATIVE LOUNGE

MEN’S RESTROOM

TENANT STORAGE

OFFICE 1 SMALL CONF.

ELEC.

IT/SERVER/ STORAGE

MECHANICAL

FOCUS FOCUS

PANTRY

SKID

FOCUS PRINT/COPY

FOCUS

FOCUS

MED. CONFERENCE

OFFICE 2

CISTERN

LOUNGE

HUDDLE

WELLNESS

20 SEATS - ROUNDTABLE

COLLABORATION ISLAND

COLLABORATION ISLAND

RECEPTION

STAFF PATIO

HOSPITALITY

UTILITY

GRILL

CONFERENCE / TRAINING 16 SEATS

COLLABORATION ISLAND

May 30, 2017

|

13

3D VIEW - INTERIOR MASSING

May 30, 2017

|

14

INTERIOR MATERIALS WOOD GLASS GYPSUM BOARD POSSIBLE BRANDING LOCATION

May 30, 2017

|

15

SITE PLAN

N

30’

TREE TRENCH

60’

BIORETENTION

BICYCLE PARKING

595 Aldine St.

EDUCATIONAL WATER INSTALLATION W/ CONNECTION TO INTERIOR CISTERN

SHARED PARKING CONNECTIONS/ WEIR WALL BRIDGE

OUTDOOR GATHERING AREA WITH STORMWATER POOL AND OVERFLOW

TREE TRENCH

Aldine St.

RIBBON CURB

NATIVE LANDSCAPING

UNDERGROUND INFILTRATION

Garage

Shop

PERMEABLE PAVERS

PRETREATMENT BASIN EMPLOYEE PATIO

5.2.2017

595 ALDINE ST - SITE CONCEPT PLAN

0’

COMMUNITY AQUATIC PLANT GARDEN

Thomas Ave.

FINAL DISCHARGE

DECORATIVE PERIMETER FENCE WITH GATE

w a t e r e c o l o g y community

May 30, 2017

|

16

EXTERIOR VIEWS | OPTION A1 | METAL BOX RIB (GREY + BLUE)

SOUTHEAST CORNER LOOKING WEST

NORTHEAST CORNER LOOKING SOUTH

NORTHWEST CORNER LOOKING SOUTH

May 30, 2017

|

17

EXTERIOR VIEWS | OPTION A2 | METAL BOX RIB (BUFF CREAM)

SOUTHEAST CORNER LOOKING WEST

NORTHEAST CORNER LOOKING SOUTH

NORTHWEST CORNER LOOKING SOUTH

May 30, 2017

|

18

EXTERIOR VIEWS | OPTION B | BRICK

SOUTHEAST CORNER LOOKING WEST

NORTHEAST CORNER LOOKING SOUTH

NORTHWEST CORNER LOOKING SOUTH

May 30, 2017

|

19

FLOOR PLAN

GARAGE

SHOP

HUDDLE

MEN’S LOCKER + SHOWER

WOMEN’S LOCKER + SHOWER

COLLABORATION ISLAND

COLLABORATION ISLAND

MED. CONFERENCE

MEN’S RESTROOM

WOMEN’S RESTROOM

WOMEN’S RESTROOM

MED. CONFERENCE

SMALL CONF.

COLLABORATIVE LOUNGE

MEN’S RESTROOM

TENANT STORAGE

OFFICE 1 SMALL CONF.

ELEC.

IT/SERVER/ STORAGE

MECHANICAL

FOCUS

PANTRY

FOCUS

FOCUS

FOCUS

FOCUS

SKID PRINT/COPY

MED. CONFERENCE

OFFICE 2

CISTERN

LOUNGE

HUDDLE

WELLNESS

20 SEATS - ROUNDTABLE

COLLABORATION ISLAND

COLLABORATION ISLAND

RECEPTION

STAFF PATIO

HOSPITALITY

UTILITY

GRILL

CONFERENCE / TRAINING 16 SEATS

COLLABORATION ISLAND

May 30, 2017

|

12

FLOOR PLAN

SHOP

HUDDLE

MEN’S LOCKER + SHOWER

WOMEN’S LOCKER + SHOWER

COLLABORATION ISLAND

COLLABORATION ISLAND MED. CONFERENCE

MEN’S RESTROOM

WOMEN’S RESTROOM

WOMEN’S RESTROOM

MED. CONFERENCE

SMALL CONF.

COLLABORATIVE LOUNGE

MEN’S RESTROOM

TENANT STORAGE

OFFICE 1 SMALL CONF.

ELEC.

IT/SERVER/ STORAGE

MECHANICAL

FOCUS FOCUS

PANTRY

SKID

FOCUS PRINT/COPY

FOCUS

FOCUS

MED. CONFERENCE

OFFICE 2

CISTERN

LOUNGE

HUDDLE

WELLNESS

20 SEATS - ROUNDTABLE

COLLABORATION ISLAND

COLLABORATION ISLAND

RECEPTION

STAFF PATIO

HOSPITALITY

UTILITY

GRILL

CONFERENCE / TRAINING 16 SEATS

COLLABORATION ISLAND

May 30, 2017

|

13

3D VIEW - INTERIOR MASSING

May 30, 2017

|

14

SITE PLAN

N

30’

TREE TRENCH

60’

BIORETENTION

BICYCLE PARKING

595 Aldine St.

EDUCATIONAL WATER INSTALLATION W/ CONNECTION TO INTERIOR CISTERN

SHARED PARKING CONNECTIONS/ WEIR WALL BRIDGE

OUTDOOR GATHERING AREA WITH STORMWATER POOL AND OVERFLOW

TREE TRENCH

Aldine St.

RIBBON CURB

NATIVE LANDSCAPING

UNDERGROUND INFILTRATION

Garage

Shop

PERMEABLE PAVERS

PRETREATMENT BASIN EMPLOYEE PATIO

5.2.2017

595 ALDINE ST - SITE CONCEPT PLAN

0’

COMMUNITY AQUATIC PLANT GARDEN

Thomas Ave.

FINAL DISCHARGE

DECORATIVE PERIMETER FENCE WITH GATE

w a t e r e c o l o g y community

May 30, 2017

|

16

EXTERIOR VIEWS | OPTION A1 | METAL BOX RIB (GREY + BLUE)

SOUTHEAST CORNER LOOKING WEST

NORTHEAST CORNER LOOKING SOUTH

NORTHWEST CORNER LOOKING SOUTH

May 30, 2017

|

17

EXTERIOR VIEWS | OPTION B | BRICK

SOUTHEAST CORNER LOOKING WEST

NORTHEAST CORNER LOOKING SOUTH

NORTHWEST CORNER LOOKING SOUTH

May 30, 2017

|

19

NEW WORKPLACE ALTERNATE ITEMS 7/5/2017 No.

Item Category

Base Item

Base Cost

Alternate Item

1

City and Site Sidewalks

Concrete

$ 22,955

Porous concrete

2

Underground Filtration Tank

66' x 48', 30" pipe

$ 136,450

3

Thomas Building Pavement Replacement

900 sy removal of concrete pavement and replace with asphalt (south side of Thomas building only)

4

Site Fence for Patio and Outdoor Gathering Area

Perforated metal screen

$

-

$ 12,235

Garage/Shop Structure

Steel joists supporting standard roof

$ 31,638

6

Ex. Building Roof Structure

Replace existing roof deck and joists entirely and strengthen girder beams for PV array

7

Existing Slab

Retain existing floor slab at current elevation

$

8

Window Glazing

Curtain wall system, structural silicone glazing

$ 337,960

9

Exterior Wall

Removing the brick face on the east side and clad entire building with vertical box rib metal paneling and include insulated exterior wall.

Garage Exterior Wall

Wood cladding with insulation on a new CMU bearing wall

$ 229,809 -

$ 359,086

Alt. 1.2 - Hollowcore plank to support std. roof, green roof, & PV array Alt. 1.3 - wide flange beam + concrete top (green roof option) Retain ex. roof deck and joists and provide new roof beam system for PV array Demolition of the higher elevation slab and match floor elevations Alt. 2.1 - Glazing conditions as a non-SSG, fully captured with snap covers system Alt. 2.2 - Thermally improved storefront glazing system with a 2' sightline and SSG option Alt 3.1 - Remove the brick face on east side and replace with new brick and utilize the existing CMU Alt. 3.2 - Retain brick face on east side and install insulation and furring on the interior face of the

Garage Roof

No green roof

$ 41,913

$

$

$

-

85,613

Base

$

$

(11,025)

$

(77,175)

$

(58,179)

Base

$

(18,247)

Alternate

179,348

$

179,348

$

179,348

Additional gender neutral/unisex restroom

$

25,867 -

14

Lighting Alternate 1.1

Individual skylights

$ 29,568

Linear rooftop monitors

$

-

15

Lighting Alternate 1.2

No tunable lighting system

$

-

Tunable white lighting system in work areas

$

15,853

16

Electrical Alternate

No solar PV rooftop array

$

-

26 KW solar PV system on the garage /shop roof only

$

115,859

130 kw solar pv system on the office building roof only

$

541,380

Rooftop DX/VAV system

Base

Yes

Alternate

TBD

$

Geo-thermal well field

$

286,799

City water heat exchange system

$

121,777

City sewer heat exchange system

$

635,283

Automatic sprinkler system and fire alarm system

$

125,070

Cost of Selected Alternates 07/05/17 $

Alternate

114,949

$

-

$

23,334

Fabric ceiling mounted hanging panel system in the community training room

$

Alternate

$

$ 30,185

No automatic sprinkler system or fire alarm system

-

Base

Horizontal folding panel system

Fire Protection

$

Base

128,892

Community Training Room Operable Partition

18

(4,134)

$

13

$ 716,500

$

21,522

No unisex restroom

Rooftop DOAS with water source heat pump

Base

$

Unisex restroom

Mechanical Alternate

Alternate

17,935

12

17

(42,494)

11,820

$

Alt. 5.2 - green roof/hollow core plank structural system (structural alt. 1.2) Alt. 5.3 - Wide flange steel beam structural system (structural alt. 1.3)

Base $

Vertical box rib metal paneling with insulation on a new $ 247,218 CMU bearing wall Alt. 5.1 - green roof system for structural alt. 1.1

11

52,311

Cedar fence with lattice top

Alt. 3.3 - New brick around entire building 10

$

Base or Alternate Accepted

Delete

140' x 54', pipe 72" 2400 sy removal of concrete pavement and replace with asphalt (nearly entire Thomas parcel)

Alt. 1.1 - steel joists to support green roof 5

Add

(39,029)

166,790 $ (137,916) $

TBD

Alternate

28,874

July 10, 2017 Special Board Meeting III. Project Financing – A) Overall Project Costs and Financing

DATE: TO: FROM: RE:

July 6, 2017 CRWD Board of Managers CRWD Design Team (Mark, Anna, Bob and Forrest) Overall Redevelopment Project Costs and Financing Options

Background Schematic design and construction cost estimates for redevelopment of CRWD’s new workplace located at 595 Aldine Avenue in Saint Paul have been completed. In addition, MSR staff have estimated the remaining design service costs through construction.

Issues CRWD staff have compiled all redevelopment costs including property acquisition, brownfield cleanup, design and construction and estimated a total project cost of $9.69 million. CRWD staff have also begun evaluating financing scenarios for the redevelopment project that includes several combinations of CRWD 2017 and 2018 funds and bonding. At this early stage, three financing scenarios are presented in the enclosed table.

CRWD staff will review the project costs and initial financing options with the Board of Managers and seek input and direction on financing.

Action Requested None, for your information only

enc:

Overall Project Budget and Financing Scenarios

\\CRwDC01\company\01 Administration\Facility Management\595 Aldine\Building Program\MSR Design\SD\July 10 Special Meeting\BM Overall Project Budget and Financing 07-10-17.docx

Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District.

595 ALDINE REDEVELOPMENT PROJECT BUDGET 7/5/2017 BUILDING COSTS

Category

Brownfield

Design

Construction

Expense Item

POTENTIAL REVENUE SCENARIOS

Cost

Property Acquisition $ 1,350,000 Engineering $ 150,000 $ 200,000 Cleanup Brownfield Subtotal $ 350,000 Schematic Design $ 110,611 $ 269,211 Design Development $ 326,040 Construction Documents $ 20,660 Bidding & Negotiation $ 118,930 Construction Administration $ 73,484 Contingency Design Subtotal $ 918,936 Sitework $ 882,458 Garage $ 510,024 Building Core & Shell $ 3,190,837 Interiors $ 1,366,542 Fee $ 288,360 $ 297,493 Contingency $ 160,646 Permits & Insurance $ 100,000 Art $ 100,000 Technology Construction Subtotal $ 6,896,360 LEED Certification $ 75,145 Financing $ 100,000 TOTAL2 $ 9,690,441

Unit Cost1 ($/sf)

Revenue Source

Scenario #1c Higher CRWD Funds/ Lower Bonding

Scenario #2d Moderate CRWD Funds and Bonding

Scenario #3e No CRWD Funds/ Full Bonding

Thomas Parcel Salea DEED Grantb 2017 CRWD Funds 2018 CRWD Funds CRWD Funds Subtotal Bonding

$ $ $ $ $ $

500,000 180,000 2,265,387 600,000 2,865,387 6,145,054

$ $ $ $ $ $

500,000 180,000 1,350,000 200,000 1,550,000 7,460,441

$ $ $ $ $ $

500,000 180,000 9,010,441

Revenue Total Expenses Total Gap

$ $ $

9,690,441 9,690,441 -

$ $ $

9,690,441 9,690,441 -

$ $ $

9,690,441 9,690,441 -

a

Sale amount and date has yet to be determined.

b

Awaiting determination of grant award.

c

CRWD 2017 funds include property acquisition, engineering and design costs.

d

CRWD 2017 funds include property acquisition only.

e

No allocation of CRWD funds and full bonding except for Thomas parcel and majority of cleanup costs.

$ 387.68

$ 544.74

1

Total redevelopment area equals 17,789 square feet.

2

Total cost includes property acquisition, brownfield, design and construction subtotals, LEED certification and financing costs.

July 10, 2017 Special Board Meeting IV. Action Items (A-D)

DATE: TO: FROM: RE:

July 5, 2017 CRWD Board of Managers CRWD Design Team (Mark, Anna, Bob, and Forrest) Approve 595 Aldine Schematic Design and MSR Contract Amendments

Background Since March, CRWD has been working with MSR Design on the programming, layout and plans for Schematic Design of the new CRWD office building.

Issues The Schematic Design package was submitted to the Construction Estimator for pricing. Multiple iterations of cost estimates for the baseline and alternate options have been provided to MSR and CRWD, and the most current estimate will be reviewed with the Board. Staff and MSR feel the pricing has been adequately vetted and are accurate for schematic level of detail.

MSR has provided updated costs for design services through the SD phase. Staff will review the out of scope services with the Board and request approval of Contract Amendment #1 for an increase of $21,350 MSR also provided a proposal for Design Development services. This work includes the subcontractors for each individual discipline and is estimated at $285,626, taking the project up to the Construction Drawing Phase. Staff will review the proposal with the Board and request approval of Contract Amendment #2 for $285,626 Action Requested Approve Schematic Design for 595 Aldine Redevelopment Project Approve Contract Amendment #1 for Schematic Design Phase with MSR Design for $21,350 and a total amount not to exceed $110,611 Approve Contract Amendment #2 for Design Development Phase with MSR Design for $285,626 and a total amount not to exceed $396,237 and authorize Administrator to approve change orders up to 10% of the total contract cost. enc:

SD Phase Total Cost Worksheet from MSR DD Phase Proposal Worksheet from MSR

W:\01 Administration\Facility Management\595 Aldine\Building Program\MSR Design\SD\July 10 Special Meeting\Board Memo 2017-07-10 Special Meeting Action Items.docx

Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District.

CRWD SD SD Contract Columns

TEAM SUMMARY INFO

Additional Services

SD Phase only 6/28/2017

Building & Site OFFICE

FEES SD Fees

Travel to MPLS for concept meeting

Total for Consultant with add services

Reimbursable

SD energy modelling

MECH - Integral STRUC - MBJ CIVIL - EOR LIGHTING - Mazzetti COST ESTIMATING - JE DUNN

$5,200 $10,120 $21,395 $4,800 $2,650

$3,000

$8,200 $10,120 $21,395 $6,300 $2,650

$1,000 $0 $0 $1,000 $0

$3,500

Architecture - MSR

$38,096

$38,096

$500

TOTALS

$82,261

$86,761

$2,500

$1,500

$4,500

Daylighting model

MSR fee adjustment Total for Consultant *see notes below Additional Services

$3,500

$850

$3,500

$850

$850

$17,000

$17,000

$17,000

$21,350

SD CONTRACT VALUE

TOTAL SD CONTRACT COSTS

$89,261

$110,611 Effort related to MSR additional services request: * proposed project SD schedule of 5 week duration / actual project schedule / team management 10+ week duration * proposed 2 - 3 client team meetings / actual 5 client team meetings * no city review meetings proposed / actual 2 city mechanical review meetings * additional SD cost estimate reviews, coordination, and revisions

CRWD DD DD Contract Columns

TEAM SUMMARY INFO DD Phase Proposal

Add Services

Basic Services

SD

DD

CD

BN

CA

SD

DD

CD

BN

CA

POST

6/27/2017

Building & Site OFFICE

FEES - includes LEED DD PHASE FEES

DD PHASE ADJUSTED

Fee Delta

MECH - Integral STRUC - MBJ SITE - EOR LIGHTING - Mazzetti COST ESTIMATING - JE DUNN SPECIFICATIONS AUDIO / VISUAL

$53,370 $26,215 $36,914 $8,315 $8,340 $20,000 $0 $0 $0 $0

$53,370 $26,215 $36,914 $8,315 $8,340 $20,000 $0 $0 $0 $0

$0 $0 $0 $0 $0 $0 $0 $0 $0 $0

Architecture - MSR

$110,842

$110,842

$0

TOTALS

$263,996

$263,996

$0

X

50% DD estimate

PV Solar Coordination

X

X

X

$1,040 $7,110

$7,480

$1,200 $0

$8,680

$8,150

$0

$0

$0

Total for Consultant with add services

Reimbursable

TOTAL by OFFICE

$54,410 $33,325 $36,914 $8,315 $15,820 $20,000 $0 $0 $0 $0 $0 $112,042

$1,000 $1,500 $300 $1,000 $0 $0 $0 $0 $0 $0 $0 $1,000

$5,200 $10,120 $21,395 $4,800 $2,650 $0 $0 $0 $0 $0 $0 $51,096

$53,370 $26,215 $36,914 $8,315 $8,340 $20,000 $0 $0 $0 $0 $0 $110,842

$73,040 $40,000 $30,000 $8,440 $11,250 $20,000 $0 $0 $0 $0 $0 $160,800

$5,000 $1,000 $1,500 $1,100 $0 $0 $0 $0 $0 $0 $0 $12,060

$29,000 $8,000 $10,000 $11,330 $0 $0 $0 $0 $0 $0 $0 $90,000

$6,500 $0 $0 $2,350 $0 $0 $0 $0 $0 $0 $0 $0

$1,040 $7,110 $0 $0 $7,480 $0 $0 $0 $0 $0 $0 $1,200

$2,640 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

$ $ $ $ $ $ $ $ $ $ $ $

175,790 92,445 99,809 36,335 29,720 40,000 425,998

$280,826

$4,800

$95,261

$263,996

$343,530

$20,660

$148,330

$8,850

$16,830

$2,640

$0

$0

$0

$

900,097

$104,111 TOTAL DD CONTRACT AMOUNT

$285,626 LEED EFFORT - fees included in basic services

DD

CD

CA

MECH - Integral STRUC - MBJ SITE - EOR LIGHTING - Mazzetti COST ESTIMATING - JE DUNN SPECIFICATIONS AUDIO / VISUAL ARCHITECTURE

$1,710 $1,675 $2,520 $630 $0

$8,290 $2,000 $1,000 $840 $0

$750 $1,000 $2,730 $0

$5,080

$8,000

$24,920

POST CA

Total by Office

$280,826 $346,170 $

20,660 $ 148,330 $

$14,000.00

$24,000 $4,425 $4,520 $4,200 $0 $0 $0 $38,000

-