HomeMy WebLinkAboutMAX FLATS - PDP - PDP120034 - SUBMITTAL DOCUMENTS - ROUND 1 - APPLICATION (3)PROJECT SUMMARY
UNIT COUNT
TBD
BEDROOM COUNT
TBD
PARKING SPACES
66
BICYCLE PARKING
52
THE SCHEDULE BELOW INCLUDES ONLY
THE COLORED AREAS SHOWN ON PLANS
MEASURED AT WALL FINISH
ROOM SCHEDULE
Depament I No" I 5;6 Ana
Not Rentable
COMMON
LEVEL5
1,07D SF
Not Rentable
COMMON
LENEL4
1,291 SF
Not Rentable
ICOMMON
LEVEL 3
1,302 SF
NW Rentable
COMMON
LEVEL2
1.291 SF
Not Rentable
ICOMMON
ILEVEL 1
1 497 SF
COMMON: 5 5,451 SF
Not Rentable
ELEVATOR
I LEVEL 5
71 SF
Not Rentable
ELEVATOR
I LEVEL 4
71 SF
Not Readable
ELEVATOR
LEVEL 3
71 SF
Not Rentable
ELEVATOR
I LEVEL
71 SF
Not Rentable
ELEVATOR
ILEVELI
71 SF
ELEVATOR:5 354 SF
Not Rentable
STAIR
LEVELS
152 SF
Not Rentable
STAIR
LEVELS
152 SF
Not Rentable
STAIR
LEVEL 4
152 SF
Not Rentable
STAIR
LEVEL 4
152 SF
Not Rentable
STAIR
LEVEL 3
152 SF
Not Rentable
STAIR
LEVELS
152 SF
Not Rentable
STAIR
LEVEL2
152 SF
Not Rentable
STAIR
LEVEL2
152 SF
Not Rentable
STAIR
LEVEL 1
152 SF
Not Rentable
STAIR
LEVEL 1
152 SF
STAIR: 10 1,521) SF
Not Rentable TRASH / RECYCLE LEVEL 1 344 SF
TRASH /RECYCLE: 1 344 SF
Not Rentable UTILITIES JUEVELI 348SF
UTILITIES: 1 348 SF
Not Renleble: 22 8.016 SF
ZATTVI-01TO
ROOM SCHEDULE
DawMent
Name Lent
Are"
Rentable IFLEX
LEVELI
I 1,500 SF
FLEX: 1
1,500 SF
Rentable
UNITS
LEVELS
3,231 SF
Rentable
UNITS
LEVEL5
2,148 SF
Rentable
UNITS
LEVELS
1,330 SF
Rentable
UNITS
LEVEL4
8,347 SF
Rentable
UNITS
LEVEL4
2,148SF
Rentable
UNITS
LEVEL
2,148 SF
Rentable
UNITS
LEVEL3
8,335 SF
Rentable
UNITS
LEVELS
2,148 SF
Rentable
UNITS
LEVELS
2,148 SF
Rentable
UNITS
LEVEL2
8,347 SF
Rentable
UNITS
LEVEL2
2,139 SF
Rentable
UNITS
LEVEL2
1 2,138 SF
UNITS 12
Rentable. 13
Gland total: 35
44,808 SF
46,108 SF
54,123 SF
NOTE - INSET BALCONIES WILL REDUCE NSF
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EXISTING
HOUSE
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EXISTING
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20' ALLEY ROW 0-Sy
EXISTING
HOUSE
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EXISTING
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EXISTING 8' SANITARY SEWER MAIN
NEW MANHOLE
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EXISTING FIRE HYDRANT
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NORTHERN
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EXISTING
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EXISTING
APARTMENTS EXISTING 18'
(209) SANITARY
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EXISTING APARTMENTS
(209) E%ISTNG APARTMENTS
(209)
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66 PARKING SPACES
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EXISTING SANITARY MANHOLE EXISTING FIRE HYDRANT
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INV W-4984.89(PLUG AND GROUT) EXISTING 8' WATER MAIN d,
100� ROW
INV E-4984.72 ) PULL 3-PHASE POWER THRU
INV N-4984.68
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MASON AND MULBERRY
fort collins, co
3 (d). EXISTING & PROPOSED BUILDINGS
• Existing building to be raised in preparation for new proposed structure.
3 (e). EXISTING NATURAL FEATURES
• See 2(i). above.
3 (f). ON & OFF SITE IMPROVEMENTS
• Off -site improvements include filling in the curb cut along Mulberry, as well as the two curb cuts
along Mason, and restoring the old drive approaches with landscaping. A new curb cut and
drive approach is proposed approximately 36' north of the southern property line. New water
and fire connections are proposed in Mulberry. The existing 6" sanitary sewer currently running
west -east from the alley and through the site is proposed to be realigned and connected in
Mason St. with a new manhole. Existing sewer services from properties along Myrtle street
would be reconnected to the new sewer main.
3 (g). DETENTION & DRAINAGE
• See 2(f), 2(g), and 2 (h) above.
3 (h). EMERGENCY VEHICLE ACCESS & FIRE HYDRANT LOCATION
Existing fire hydrants are located at the northwest and southeast corners of Mulberry and
Mason. Another hydrant is located at the southeast corner of Myrtle and Mason. The
residential units will have a NFPA 13R sprinkler system. The 24' wide drive aisle can be
dedicated as emergency access easement, if so desired, but will have restricted overhead
clearance (except for the first 70'± immediately west of Mason).
surface runoff does not appear to pass through the site. Two off -site curb inlets are located at
the southwest corner of Mulberry and Mason, with one inlet in each respective flowline. These
inlets are assumed to be shallow (need to verify); and therefore, the opportunity for a lower
underground gravity outfall could be infeasible. The lowest floor will be elevated at or above
the RFPE, which is roughly 3.2' above the existing sidewalk elevation along Mulberry. Aside
from elevating the structure for flood protection purposes, the historic drainage patterns and
outfall locations are expected to remain the same. Shallow, private storm drains may be
pursued if the inlets at Mulberry and Mason are deep enough to connect into.
2 (h). RUN-OFF
• Runoff from the site is currently treated in the Udall Natural Area water quality facilities.
Impacts of the proposed development will be further mitigated by the slight reduction in on -site
impervious area. Other LID techniques may be examined, but are not required, and are not
currently proposed.
2 (i). IMPACT ON NATURAL FEATURES
• There does not appear to be any natural features on, or.near to, the project site. Therefore, this
development proposal is assumed to have no impact to existing natural features.
2 (j). FIRE SPRINKLERS
We anticipate the proposed parking level to be Type I construction (non-combustible, 2-hour
structure, 1 hour floor above). The 4 stories of Residential above will be Type V-A construction
(combustible, 1-hour) with a NFPA 13R sprinkler system.
2 (k). UNUSUAL FACTORS OR CHARACTERISTICS
• Not applicable at this time.
2 (1). PREVIOUS APPLICATION
• This is the first PDR we have submitted for this project.
2 (m). QUESTIONS THAT NEED TO BE ADDRESSED
• Will the project need to dedicate additional ROW along Mason Street?
• Is the proposed sanitary sewer re -alignment acceptable? If so, what is the process to re-route
the existing services from the homes along Myrtle? What role, if any, would the Myrtle St.
property owners play?
• Will parking along Mason Street still be allowed once the MAX BRT project is complete?
3 (a). ADJACENT PROPERTY USES
• Single Family homes, apartment buildings and commercial.
3 (b). PROPOSED CIRCULATION SYSTEM
• See response to question 2 (c).
3 (c). LANDSCAPING
• The existing trees along the Mason Street and Mulberry Street will be preserved to the extent
possible. The potential widening of the Mulberry Street ROW and the addition of the BRT
Station along Mason Street may impact the existing landscaped areas and vegetation.
V • The current zoning for this site is CC, which allows for mixed -use and multi -family with a type-1
administrative review.
2 (c). SITE CIRCULATION
• A right in/right out curb cut for vehicular access has been provided along Mason Street at the
south end of the property. Vehicles will turn west into the project to access the on -grade
parking area. A counter -clockwise loop allows for 90 degree parking under the proposed
building, and for 45 degree parking west of the proposed building. The parking area will be
almost entirely screened, by fences along the south and west, and by the building facades along
the north and east.
• Pedestrians will circulate mostly throughout the urban fabric and along the perimeter street
edges. Along Mulberry Street to the north, pedestrians access bicycle parking, a potential
commercial tenant and an outdoor plaza at the prominent northeast corner. Along Mason
Street, pedestrians can access the future BRT station, both residential stair cores, the main
residential lobby, and additional bicycle parking. Pedestrians can also access the parking area
from the north and east side of the site. A pedestrian connection will also be provided to the
alley that runs east -west to the west of the project site.
2 (d). SITE DESIGN & ARCHITECTURE
• The L-shaped 5 story structure has been positioned to the east and north to provide a strong
F urban edge along Mulberry Street and Mason Street. The ground level facade will intertwine
Sba S' residential entries, bicycle parking, outdoor plazas and commercial uses to create a dynamic
urban street edge. Pedestrian scale elements and features will be incorporated to enhance the
street -level experience and scale the facades to be compatible with the surrounding context.
• The 4 stories of residential units above the on -grade parking will include articulated facades (this
has not been illustrated yet) with large glazed areas at the living rooms flanked by inset and
partially cantilevered balconies. A combination of regional materials will be incorporated to
provide detail and interest and richen the design aesthetic. The 5th story is set -back along the
south and north edges, which reduces the overall bulk and mass and provides increased solar
access to the north.
2 (e). COMPATIBILITY WITH SURROUNDING AREA
• See response to question 3 (a).
2 (f). WATER DETENTION
• A field survey was conducted to accurately document the existing impervious areas. Of the total
30,504 sq-ft site area, approximately 28,540 sq-ft of that is currently impervious. That leaves
roughly 1,954 sq-ft of on -site pervious area in the current condition. The proposed plan will
increase the on -site pervious area by roughly 791 sq-ft for a total of approximately 2,745 sq-
ft. Due to the reduction in impervious area, no on -site stormwater quantity detention is
proposed.
2 (g). SITE DRAINAGE
• The site currently surface drains from the southwest to the northeast. The western and
southern perimeters are slightly elevated above the adjacent properties, and as such, upstream
BRINKMAN
P A R T N E R S
City of Fort Collins Preliminary Design Review
Proposed Project Narrative
203 W. Mulberry Street, Fort Collins, CO
September 26, 2012
2 (a). PROPOSED PROJECT
• The proposed project is located at 203 W. Mulberry at the southwest corner of Mulberry Street
and Mason Street. This project will integrate with the new MAX Bus Rapid Transit Mulberry
Station on the sidewalk in front of the building at Mason Street, which will bring additional foot
traffic to the area. The building will be 5 stories high and we are going to incorporate an
attractive streetscape for pedestrians with street level flex space, stair cores, residential lobby,
bike storage, screen -walls and green -walls.
• The project consists of 4 stories of residential units over a ground level containing a commercial
flex space and parking. It includes approximately 44,600 NSF of residential rentable area and
1,500 NSF of commercial space, with a typical floor plate of approximately 15,000 GSF. 66
vehicular parking spaces and 52 bicycle parking spaces have been provided. The proposed
building conforms to the build -to lines for mixed -use buildings, with a 0' to 10' setback along/
Mason Street (using the current ROW). Along Mulberry Street, the first level conforms to the /
10'-25' setback from the existi R e upper levels conform to the 10'-25' setback from ✓
J the uture ROW (57'-6" from the centerline of the ROW). *e �
`Commercial Flex space to be accessed from both Mason Street and Mulberry Street.
/ �• Trash/Recycling enclosure to be located at SW corner.
• Create articulated mass along Mason Street so that there will not be a continuous 5-story wall.
110 a icu a ion wi occur as concept design progresses.
• Orientated building to Mason Street.
/• Residential units on upper floors to be comprised of one, two and three bedroom units. Square
(\ footage and unit counts to be determined as design process progresses.
2 (b). CURRENT SITE & IMPROVEMENTS
• Currently, the site includes a two -level concrete block building with a footprint of approximately
3,100 SF located at the western edge of the property and roughly centered north -to -south. The
remainder of the site is almost entirely paved as a parking lot, with the exception of narrow
strips of landscaping at the east and north edges.
• The site has 100' of frontage along Mulberry Street and 305' of frontage along Mason Street.
• The total size of the lot is approximately 30,500 SF.
• The site includes Lot 3 and a portion of Lot 1, Harrison's Addition. It also includes a portion of
the previously vacated east/west alley that divided Lots 1 and 3.
City of
art Collins
1)
2)
3)
Development Review Guide — STEP 2 of S
SUBMITTAL INFORMATION:
PRELIMINARY DESIGN REVIEW (PDR)
Preliminary Design Review Application form and filing fee ($500).
Project Narrative — Please include the following information:
(a) What are you proposing/use?
(b) What improvements and uses currently exist on the site?
(c) Describe the site circulation (auto and pedestrian), parking and how it coordinates with the
existing neighborhood.
(d) Describe site design and architecture.
(e) How is your proposal compatible with the surrounding area?
(f) Is water detention provided? If so, where? (show on site plan)
(g) How does the site drain now (on and off site)? Will it change? If so, what will change?
(h) What is being proposed to treat run-off?
(i) How does the proposal impact natural features?
(j) Do any existing structures have automatic fire sprinklers? Will the new structures have fire
sprinklers?
(k) Are there any unusual factors and/or characteristics are present that may restrict or affect your
proposal?
(1) Have you previously submitted an application?
(m) What specific questions, if any, do you want addressed?
Site Plan — Please consider including the following:
(a) Project site boundary and adjacent property uses
(b) Proposed circulation system, and how it ties into existing infrastructure (pedestrian and auto)
(c) Existing and proposed landscaping (Will trees be removed?)
(d) Existing and proposed buildings (Will they remain? If they will change, how?)
(e) Existing natural features (Will these be impacted by the proposal?)
(f) On and off site improvements
(g) Location of detention, drainage and water quality features
(h) Emergency vehicle access and fire hydrant locations
Community Development & Neighborhood Services — 281 N College Ave — Fort Collins, CO 80522-0580
City of Development Review Guide - STEP 2 of 8
Fort Collins PRELIMINARY DESIGN REVIEW: i0�04�2D12
APPLICATION —
General Information
Preliminary design review is an opportunity for an applicant to discuss the requirements, standards, procedure, and
potential modifications of standards or variances that may be necessary for a project and to generally consider the
development proposal design which has been evaluated as a part of the conceptual review process. While the conceptual
review process is a general consideration of the development proposal, a Preliminary Design Review considers the
development proposal in greater detail. Problems of both a major and minor nature can be identified and solved during
the preliminary design review before a formal application is made.
Preliminary design review applications must be submitted to City Staff no later than 5 pm, two weeks prior to the
Wednesday meeting date. Application materials can be e-mailed to currentclannina(a)fcoov.com or sent to/dropped off at
281 North College Avenue.
Representatives of Community Development and Neighborhood Services (Zoning, Environmental Planning, Current
Planning, and Development Review Engineering), Light and Power, Stormwater, Water/Waste Water, Advance Planning
(Long Range Planning and Transportation Planning), Historic Preservation and Poudre Fire Authority regularly attend
preliminary design review meetings. Additionally, other public or quasi -public agencies which may be impacted by the
development project are invited and encouraged to attend the preliminary design review. These agencies may include the
gas utility, water and/or wastewater utility districts, ditch companies, railroads, cable television service providers and
other similar agencies.
Upon receipt of a preliminary development proposal for review, and after review of such proposal with the applicant, the
staff shall furnish the applicant with written comments and recommendations regarding such proposal in order to inform
and assist the applicant prior to preparing components of the development application. The staff shall provide the applicant
with a "critical issues" list, which will identify those critical issues that have surfaced in the preliminary design review as
issues that must be resolved during the review process of the formal development application. To the extent that there is a
misunderstanding or a misrepresentation of facts, the opinion of the staff may change during the course of development
review.
*BOLDED ITEMS ARE REQUIRED* *The more info provided, the more detailed your comments from staff will be.*
Project Name 203 W. Mulberry
Project Address (parcel # if no address) 203 W. Mulberry Street, Fort Collins, CO
Contact Name(s) and Role(s) (Please identify whether Consultant or Owner, etc) Brian Stahl- Purchaser
Dave Derbes - Development Manager
Business Name (if applicable) Brinkman Partners, LLC
Applicant Mailing Address 3003 E. Harmony Road, Suite 300, Fort Collins, CO 80528
Phone Number 970-672-1011 E-mail Address dave.derbes@brinkmanpartners.com
Basic Description of Proposal (a detailed narrative is also required) Redevelopment of the existing
Kings Auto into a new 5-Story mixed -use building
Zoning CC Proposed Use Mixed -Use Existing Use Commercial Automotive
Total Building Square Footage 54, 123
Age of any Existing Structures 4 2 y(
Info available on Larimer County's Website: I
*If any structures are 50+ years old, good qui
S.F. Number of Stories 5 Lot Dimensions 100' x 305'
//www.co.larimer.co.us/assessortquery/search.cfm
, color photos of all sides of the structure are required.
Increase in Impervious Area 0 S.F.
(Approximate amount of additional building, pavement, or etc. that will cover existing bare ground to be added to the site)
Community Development & Neighborhood Services — 281 North College Avenue — Fort Collins, CO 80522-0580