HomeMy WebLinkAboutPlanning Commission - 06/23/2025Agenda
Eden Prairie Planning Commission Meeting
7 p.m. Monday, June 23, 2025
City Center Council Chambers
8080 Mitchell Road
Eden Prairie, MN 55344
ATTENDEES
Planning Commission Members: John Kirk, Andrew Pieper, Ed Farr, Robert Taylor, Daniel Grote, Frank Sherwood, Charles Weber, Phou Sivilay, Trisha Duncan
City Staff: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne,
Manager of Parks and Natural Resources
MEETING AGENDA
I. Call the Meeting to Order
II. Pledge of Allegiance
III. Approval of Agenda
IV. Minutes
A. Approval of the minutes for Planning Commission Meeting held on June 9, 2025.
V. Public Hearing
A. Veridian Credit Union (2025-03)
1. Planned Unit Development Concept Review on 0.77 acres
2. Planned Unit Development District Review with Waivers on 0.77 acres
3. Site Plan Review on 0.77 acres
VI. Planner’s Report
VII. Members’ Reports
VIII. Adjournment
UNAPPROVED MINUTES
EDEN PRAIRIE PLANNING COMMISSION
MONDAY, JUNE 9, 2025 7:00 PM—CITY CENTER Council Chambers
8080 Mitchell Road
COMMISSION MEMBERS: John Kirk, Frank Sherwood, Andrew Pieper, Ed Farr, Trisha Duncan, Robert Taylor, Dan Grote, Charles Weber; Phou Sivilay
CITY STAFF: Jeremy Barnhart, City Planner; Carter Schulze, City Engineer; Matt Bourne, Manager of Parks and Natural Resources; Kristin Harley, Recording Secretary
I. CALL THE MEETING TO ORDER Chair Pieper called the meeting to order at 7:01 p.m.
II. PLEDGE OF ALLEGIANCE – ROLL CALL
Commission member Farr was absent.
III. APPROVAL OF AGENDA
MOTION: Grote moved, seconded by Taylor to approve the agenda. MOTION
CARRIED 8-0.
IV. MINUTES
MOTION: Kirk moved, seconded by Weber to approve the minutes of May 27, 2025.
MOTION CARRIED 7-0 with one abstention (Grote).
V. PUBLIC HEARINGS
A. DANFOSS COMPREHENSIVE PLAN AMENDMENTY (2025-02)
• Amendment to Comprehensive Plan for approximately 57 acres currently owned by Danfoss Energy Solutions, re-guiding the property from Industrial Flex Tech and Office to Mixed Use.
Barnhart presented the staff report. The City initiated this amendment after learning the property would be sold. This presented an opportunity for the City of Eden Prairie to examine the land use of the property and assess the City’s retail,
PLANNING COMMISSION MINUTES June 9, 2025
Page 2
housing and land use goals. These properties are guided Industrial Flex Tech, with
one parcel also guided Office. This Comprehensive Plan Amendment and map
change would result in the parcels being re-guided Mixed Use, allowing the City to realize its vision for the property, which had great visibility from Highways 5 and 212, access from Mitchell Road and Technology Drive. The parcels had good infrastructure in terms of water and sewer capacity, and the ability to handle
increased traffic. Barnhart displayed a colored map showing the different parcels.
He concluded this was a prime candidate for office, retail, and residential Mixed Use land use. Barnhart gave some background: the City had identified a couple parcels for
Mixed Use (Eden Prairie Center, crosstown). Here, the predominant use would be
residential but was the same vision. Office uses would be addressed since one parcel was already so guided. The residential density was anticipated to be between 40 and 75 units per acre. Traffic distribution, utilities, tree preservation, stormwater management, et cetera, would be reviewed by staff as the property
develops via development proposals. The existing large manufacturing, large
office building, and small office building would continue to operate. Future development proposals might trigger an EAW (Environmental Assessment Worksheet) review. Commission members did not need to be concerned about
this at this time. Staff would continue to work with Danfoss, the owner, on a
mutually compatible project. Staff recommended approval. Pieper asked for and received confirmation there had been a planned LRT station on this property, which would now not be built.
Doug Neuberger, head of real estate for Danfoss for the Americas, stated he and his colleagues disagreed with the Comprehensive Plan Amendment for the entire property. The west side of the property was zoned Industrial and would stay that way, but he feared an overall re-guiding would make the property less desirable to
future industrial tenants. The east side of the property was more appropriate for
residential and retail, and he was aligned with staff on these site plans. He disagreed with what was being called industrial, seeing that parcel more of a business park. Staff and Danfoss seemed to be growing apart in their visions for this property over time. He also disagreed with expanding the retail footprint in
the eastern portion, on which the office buildings currently sat. TransWestern broker, Nate Erickson, also explained the objection to an overall re-guiding of the property. There was a buyer under contractor for entire 57 acres. Danfoss would cease operations at the end of the year, with perhaps some
operations continuing into early 2026; therefore, ultimately, the property would be vacant. The buyer had a plan that fit with the closing this year. He stated the re-guiding could change the equation for Danfoss and the buyer, potentially having a significant adverse effect and economic harm. He estimated the effect would be in
PLANNING COMMISSION MINUTES June 9, 2025
Page 3
the millions of dollars plus downtime. The west existing industrial properties
could be reused as industrial, but a lease or sale to a new user would limit the
tenant’s ability to expand or improve the building if the area was re-guided to Mixed Use. The industrial use was congruent with the other buildings in that area. Most anchor tenants were grocers who had alternative locations within Eden Prairie and/or had no plans to expand. He feared a domino effect. He agreed with
the destination retail plan in the east side of the site, but with the proposed re-
guiding, Danfoss would not be able to execute a plan in a reasonable amount of time. Barnhart replied there seemed to be three competing goals: the City’s long term
vision, Danfoss’s goal to sell quickly by the end of the year, and the buyer’s goal
to lease or sell quickly. Staff sympathized and supported the continued use of the industrial. He emphasized this Comprehensive Plan Amendment would not rezone the properties. Tonight’s decision could affect the land use for 40 or 50 years, and the commission members had to weigh this vision against the current,
short term market issues and the owner’s immediate goals. The guidance would
not prevent the properties being used and maintained as industrial. He asked if the City would like to see a new industrial building in a heavily wooded area having the visibility and access described above. Barnhart proposed these uses were more appropriate for the Golden Triangle. From a planning perspective, well-designed,
well-run cities did not make that calculation. He urged the commission to take the
best path forward and asked what goal should have precedent: the City’s long term goals or the goal to sell the property? Peiper asked if a compromise had been explored, allowing the western parcels to
remain guided industrial whereas the others could be re-guided Mixed Use, and
Barnhart replied staff did not want to see a new industrial building in the western portion, which was less accessible. Staff wished to avoid a corridor of large Flex warehouses that may or may not employ people.
Weber asked what was being done with the other Danfoss property along Wallace
Road, and Barnhart replied that parcel, being separate geographically, was left out of this Comprehensive Plan Amendment. Duncan asked why this parcel was not included, and Barnhart replied the current, much larger property under consideration offered a unique opportunity that the other parcel did not. Barnhart
added there was mostly consensus between staff and Danfoss. The north half of the office lot and vacant land north of that was the essential debate. Duncan asked if there was space to add more industrial in the Golden Triangle. Barnhart replied most of that was built up and the City was starting to see
redevelopment in that area. This was a unique situation: 57 acres to redevelop in the heart of the City. The large Industrial Flex buildings would be less visible in the Golden Triangle business park which was more appropriate for them. Discussion followed on the lack of a grocery store in the area.
PLANNING COMMISSION MINUTES June 9, 2025
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Duncan remarked this was a dilemma and she could see both sides. There was
also a potential for high traffic with significant Mixed Use reuse. Barnhart replied he was able to apply ratios to support his staff report and would be required to provide traffic analysis along with any development application. Most uses would generate increased traffic, water and sewer needs. Comparing a worst-case
scenario versus no re-guiding was not a helpful metric; the memo in the staff
report provided for further analysis in the future based on known information. Sherwood asked for and received confirmation Barnhart had received some messages showing interest in buying/developing the eastern part of the property.
Barnhart replied all parties received the same message: the large industrial
building would continue but staff did not wish a new industrial building to be constructed, with residential and destination retail envisioned for the east side. The northern part of the industrial parcel was the most controversial; otherwise, the owner and staff were largely in agreement. The residential would require a
Comprehensive Plan Amendment.
Duncan summarized what she believed was the process of the Comprehensive Plan’s drafting during which this was a Flex Industrial property. The 2040 Plan was met by this property, so her question was, did this exceed goals? Barnhart
replied that the Metropolitan Council had a prescription for housing growth and
employment growth, and for affordable housing units; Eden Prairie met those without this Amendment change. Kirk stated his goal in these meetings was always to attempt to understand the
essential issues and what he heard staff saying was, staff was comfortable with the
existing Industrial but would like to see in this site located in central Eden Prairie expanded residential and retail. However, Danfoss wished to keep the Industrial guiding in order to avoid limiting the next buyer to expand the industrial footprint. Some parcels would probably move toward Mixed Use. He concluded the City
wished to limit the industrial footprint and even preferred its removal, whereas
Danfoss had a buyer that might wish to expand. Taylor agreed with Kirk’s assessment, and added his agreement with staff’s recommendation the commission envision a long term future for Eden Prairie. Kirk reiterated how the City’s perspective was more long term than the landowner’s perspective.
Pieper asked if this had been identified as a study area during the drafting of the Comprehensive Plan, and Barnhart replied it had not been. Responding to new information received at the end of last year, staff had responded to the potential best use of this property. Danfoss had been at this site for a long time. Pieper
observed Danfoss struggled with a sudden change to the land use just before a sale. Barnhart replied the mixed use expanded opportunities; at present, selling the office space for an office space use, for example, was unlikely today.
PLANNING COMMISSION MINUTES June 9, 2025
Page 5
However, a property owner’s hardship, from staff’s perspective, could not be
allowed to dictate 50 years of land use.
Pieper asked if the large building would trigger a waiver if demolished. Barnhart replied staff had contemplated this; staff was fine with no new industrial being added. If torn down, an industrial building could be rebuilt. The west side would
not be rezoned per se.
Sivilay asked for and received clarification Danfoss objected to the rezoning of the west section of the property. He rhetorically asked why the Public Works facility on the southwest side just outside this property would not also be re-
guided. Barnhart replied it would not due to it being government property, but he
understood the analogy. The goal was to have all parcels appropriately zoned and guided. Sivilay stated he was attempting to find a happy medium. Barnhart replied
commission members could in a motion voice their concern to the City Council
regarding the western parcel being re-guided to Mixed Use. However, staff recommended all parcels to be re-guided Mixed Use. Kirk asked for and received clarification the Planning Commission was providing
a recommendation to the City Council in terms of the long term use of the
property based on the Comprehensive Plan. Sivilay suggested 24 acres could be guided Mixed Use, leaving the west unchanged. Pieper noted this was similar to the previous Comprehensive Plan Amendment that came before the commission. Sivilay added there was a great need for light industrial, and Eden Prairie along
with surrounding cities had a lot of it.
Barnhart stated staff received many calls to request industrial buildings, many without users or tenants identified. Industrial buildings could be marketed quickly. He urged the commission look long term rather than short term and ask
what the best use of this site would be.
Erickson added that during this process Danfoss had selected a developer with a collaborative approach who planned a senior housing development for the southeast corner, also villas and multifamily units with ground-floor retail. There
would be an industrial-type building in the northern section but with creative features. This developer envisioned 25 percent office space for engineering, life sciences, manufacturing. While he acknowledged the great visibility and access to this site, he considered it a “tweener” site between the retail in Eden Prairie Center, and retail in Chanhassen. He urged this site not be made an island, as he
considered their plan congruent with other uses in the area. There were two large industrial buildings would be leased out very quickly, as there was a large demand for industrial due in part to the Covid-19 pandemic.
PLANNING COMMISSION MINUTES June 9, 2025
Page 6
Duncan asked him for a recommended solution. Erickson replied Mixed Use on
south portion of east side, but the northern/northeast portion business park
remaining as is or even the City buying that portion and taking the risk. Duncan asked for a zoning recommendation, and Erickson urged the zoning be consistent with Industrial Flex Tech so as to not be limited in the future. He acknowledged the existing office building was not marketable and could be re-guided.
Weber asked the difference between “rezoning” and the re-guidance plan, as the two terms seemed to be used interchangeably. Barnhart replied they were not interchangeable; this was a Comprehensive Plan Amendment, not a zoning change. The Zoning Ordinance was based on the Comprehensive Plan and
establishes the details of property requirements: setback, maximum height,
building standards, landscaping requirements, et cetera. The current properties under consideration were guided Industrial Flex Tech. This established a general character of the property, but re-guided did not necessarily result in rezoning. Weber asked for and received confirmation a residential development would
require a zoning change.
Duncan asked which zoning districts fell within Mixed Use. Barnhart replied a portion could be RM2.5 and another portion zoned Office or Commercial. The guided Mixed Use offered the most flexibility.
MOTION: Grote moved, seconded by Sherwood to recommend approval of the Amendment to the Comprehensive Guide Plan re-guiding the property from Industrial Flex Tech and Office to Mixed Use as recommended by the staff report dated June 9, 2025.
There was discussion on the motion. Sivilay asked for and received confirmation this Amendment was not changing any zoning, but amending the Comprehensive Plan, and would not prohibit any sale of the property. Motion carried 7-1 (nay vote by Duncan).
PLANNERS’ REPORT MEMBERS’ REPORTS
VI. ADJOURNMENT
MOTION: Taylor moved, seconded by Sherwood to adjourn. Motion carried 8-0. The meeting was adjourned at 8:02 p.m.
Planning Commission Agenda Cover Memo
Date: June 23, 2025
Location: 8280 Flying Cloud Drive
Subject: Veridian Credit Union
From: Beth Novak-Krebs, Senior Planner
Applicant: Dave Knaeble with Civil Site Group
Review period
expires:
September 6, 2025
ITEM DESCRIPTION
The applicant is requesting approval to redevelop the former Mister Car Wash site at 8280
Flying Cloud Drive with a credit union. The 0.77- acre site is located at the corner of Flying
Cloud Drive and Middleset Road.
The proposed credit union is a new 2,889 square foot building with a drive-thru on the north
side of the building. The property is located in a commercial area.
REQUESTED ACTIONS
• Planned Unit Development Concept Plan Review on 0.77 acres
• Planned Unit Development District Review with Waivers on 0.77 acres
• Site Plan Review on 0.77 acres
BACKGROUND
COMPREHENSIVE
PLAN AND ZONING
The site is guided
Regional Commercial
in Aspire 2040. The
property is currently
zoned C-Regional
Service. A credit union
is a permitted use in
the C-Reg-Service
Zoning District.
SITE PLAN
The site is a corner lot
with frontage on
Flying Cloud Drive and
Middleset Road.
Staff report – Veridian Credit Union June 23, 2025 Page 2 Vehicular access is provided by a shared access drive from Middleset Road. The shared access
drive runs along the northwest side of the site and provides access to other businesses to the
north and east. The plan includes two driveways from the shared access drive. At the request of
the City, the current driveway directly into the site from Middleset Road will be eliminated
because it is too close to the intersection with Flying Cloud Drive.
The proposed building is situated close to Flying Cloud Drive with parking on the southwest and
northwest sides of the building. The drive-thru facilities are located on the northeast side of the
building with the drive lane between the building and Flying Cloud Drive. There are two drive-
thru teller windows and a bypass lane.
PLANNED UNIT DEVELOPMENT WAIVERS
The purpose of a Planned Unit Development (PUD) as stated in the City Code is to provide for a
more creative and efficient approach to the use of land within the City; to allow variety in the
types of environment available to people and distribution of overall density of population and
intensity of land use where desirable and feasible; and provide for greater creativity and flexibility
in environmental design.
Staff report – Veridian Credit Union June 23, 2025 Page 3
• Parking Setback: City Code requires a parking setback of 10 feet along a rear property
line. Seven (7) of the parking stalls along the northwest property line (rear lot line) are
located directly on the property line and do not meet the parking setback. The applicant
is requesting a waiver to allow a 0-foot parking setback for the stalls along the rear lot
line.
In 1984, the subject lot and the lots to the north and east were designed together to
include the shared access drive and shared parking for the benefit of the whole area. At
that time, a variance was approved for a 0-foot setback for the shared parking areas that
cross over the interior lot lines of the lots to the north and east. The subject property was
not included in the parking variance because the site layout of the first car wash on the
site did not have parking along the rear property line. Without a variance, this project
requires a waiver.
City staff supports the waiver. The subject property is less than an acre. Redevelopment
of the site requires efficient use of all the lot to fit a building and parking on the site.
Parking along the rear lot line is not out of character with parking along the shared drive
on the adjacent sites and has been used without incident since the 1980’s.
• Accessory Structure Setback: City Code requires a 10-foot setback from the rear property
line for accessory structures. The trash and recycling enclosure is located on the rear
property line. The applicant is requesting a waiver to allow a 0-foot setback for the
enclosure.
The site is designed so the trash enclosure is not visible from Flying Cloud Drive and
minimally visible from Middleset Road. There are other trash enclosures along the shared
access drive so the new enclosure is not out of character with the area. The trash
dumpster for Mister Car Wash was located in the shared access drive and not enclosed or
screened.
TRAFFIC STUDY
The applicant provided vehicle trip generation data comparing the trips when the former car
wash was operating versus the proposed credit union with a drive-thru. The data indicates that
the credit union with a drive-thru will generate 29 a.m. peak hour trips and 61 p.m. peak hour
trips with 292 daily trips. This represents a decrease of 108 total daily trips when compared to
the previous car wash use. No significant changes to area roadway traffic volumes or operations
are expected. The closure of the existing driveway to the site from Middleset would reduce
potential conflicts and improve safety.
PARKING
The project requires 14 parking stalls. The proposed plan includes 20 parking stalls. There are 6
stalls proposed along the southwest side of the building and 14 stalls on the northwest side of
the building between the shared access drive and the building.
Staff report – Veridian Credit Union June 23, 2025 Page 4 SIDEWALKS AND TRAILS
There is an existing sidewalk along the shared access drive from Middleset to the northeast
property line. The proposed plan includes a sidewalk connection from the main entrance of the
building to the sidewalk along the shared access drive. In addition, there are bike racks near the
main entrance to the building. While there is a shared use path along Flying Cloud Drive, grade
issues do not allow for a pedestrian connection along Flying Cloud Drive.
BUILDING ARCHITECTURE AND MATERIALS
The property is not located in the Town Center; however, it is near the Town Center. The building
and site have been designed with an understanding of its proximity to and the goals of the Town
Center. The following elements of the plan help the project fit into the adjacent context as
envisioned in the Town Center Design Guidelines:
• The redevelopment of the site reinforces an identifiable commercial area along Flying
Cloud Drive.
• The building façade facing Flying Cloud Drive aligns with existing buildings along the
street.
• The main entrance to the building is located at the southeast corner of the building and
it is emphasized by storefront windows and a change in building material and color.
• Parking is mostly located at the back of the building.
• Access is located along a secondary street.
• The plan includes a bike rack and a pedestrian connection to the shared drive at the back
of the lot.
• The drive-thru lane between the building and Flying Could Drive is screened with shrubs,
perennials and ornamental grasses.
The proposed building has a modern look with a butterfly roof that relates to the Veridian V-
Mark. All the facades comply with City Code and include recesses, projections, and changes in
building material and colors. This articulation complies with City Code and provides visual variety.
Staff report – Veridian Credit Union June 23, 2025 Page 5
The proposed building material includes the following Class I material: glass, cast stone, and
stone veneer. The Class II material consists of aluminum composite panels and metal siding.
Each façade exceeds the building material requirements.
DRAINAGE/STORMWATER MANAGEMENT
The applicant is proposing to use underground chambers to manage stormwater. The system is
located under the drive lane on the southwest side of the building. The applicant is working with
the Riley Purgatory Bluff Creek Watershed District on securing a stormwater management
permit.
UTILITIES
Sanitary sewer and water is readily available for connection. Sanitary sewer and water lines run
under Flying Cloud Drive and Middleset Road.
LANDSCAPING AND TREE REPLACEMENT PLAN
There are a total of 9 existing trees on the property. The 4 significant trees and one newer tree
will be preserved. Four non significant trees will be removed. Tree replacement is not required.
Based on the size of the building, 9 caliper inches of landscaping are required. The plan includes
9 caliper inches of landscaping. The applicant complies with the landscaping requirements on the
property. The plan includes 3 trees and a variety of shrubs, ornamental grasses and perennials
screening the drive thru lane, enhancing the building and softening the parking lot. There are
more shrubs, grasses and perennials than are needed to satisfy the landscaping requirements,
which results in a robust landscape treatment.
Staff report – Veridian Credit Union June 23, 2025 Page 6 SUSTAINABILITY
While waivers are requested, the project is not subject to the Building Sustainability
requirements, due to the size of the building. The applicant is proposing to incorporate the
following sustainable features into the project:
• Use energy star rated appliances
• Use Water Sense certified fixtures in its design.
• Utilize native vegetation and minimize the use of irrigation
SIGNS
The plan shows one proposed monument sign at the southwest corner of the site and several
wall signs. The applicant is required to apply for a sign permit for all the signs. All signs must
comply with City Code.
LIGHTING
The site includes pole lighting at the perimeter of the parking lot, lighting on the building, and
lighting under the drive-thru canopy. The lighting complies with City Code.
STAFF RECOMMENDATION
Recommend approval of the following requests:
• Planned Unit Development Concept Plan Review on 0.77 acres
• Planned Unit Development District Review with Waivers on 0.77 acres
• Site Plan Review on 0.77 acres
CONDITIONS OF APPROVAL
This is based on plans dated June 10 & 11, 2025 and the following conditions:
1. Prior to the 1st reading by the City Council, the applicant must:
A. Revise the Utility Plan to address the following comment: FDC location is good,
don't see valve room location indicated on plan. Will riser/ valve be located in
mech room and connection plumbed to opposite side?
B. Clean up both the Site Plan and Utility Plan so property lines and existing D&U
easements are visible/easier to see. The proposed 20' D&U easement should be
labeled as proposed, should stay within property lines (in certain spots you won't
have the full 20' width) and do not need to overlap the existing D&U.
2. Prior to land alteration permit issuance, the applicant must:
A. Obtain permits and approvals from other agencies as needed.
B. Obtain City approval of a final grading and drainage plan for the property.
C. Submit construction plans and project specifications for any public infrastructure
for review and approval by the City Engineer.
D. Submit detailed utility and erosion control plans for review and approval by the
City Engineer.
E. Obtain and provide documentation of Watershed District approval.
F. Notify the City and Watershed District 48 hours in advance of grading.
G. Provide a construction grading limits and tree protection plan for review and
approval by the City.
Staff report – Veridian Credit Union June 23, 2025 Page 7 H. Install erosion control at the grading limits of the property for review and
approval by the City.
I. Install fencing at the construction grading limits and tree protection areas as
shown on the approved plans.
J. Submit and receive written approval of an executed landscape agreement.
K. Submit a landscaping letter of credit or escrow equivalent to 150% of the cost of
the landscaping.
L. Any improvements on adjacent property may require a temporary easement.
M. Obtain written approval of a Wrecking Permit for the removal of buildings on the
property.
N. Obtain a building permit for retaining wall construction from the City for any
retaining walls greater than four feet in height.
O. Submit a land alteration bond, letter of credit, or escrow surety equivalent to
125% of the cost of the land alteration.
P. Provide proof that the Inspection and Maintenance Agreement for Private
Stormwater Facilities has been recorded.
3. The following waivers are granted through the PUD for the project as indicated in the
plans dated June 10 & 11, 2025.
A. Parking Setback: City Code requires a parking setback of 10 feet along a rear property
line. The waiver allows a 0-foot parking setback along the rear property line.
In 1984, the subject lot and the lots to the north and east were designed together to
include the shared access drive and shared parking for the benefit of the whole area.
At that time, a variance was approved for a 0-foot setback for the shared parking areas
that cross over the interior lot lines of the lots to the north and east. The subject
property was not included in the parking variance because the site layout of the first
car wash on the site did not have parking along the rear property line. Without the
variance, a waiver is required.
B. Accessory Structure Setback: City Code requires a 10-foot setback from the rear
property line for accessory structures. The waiver allows a 0-foot setback for the trash
and recycling enclosure, which is an accessory structure and it is located on the rear
property line.
The site is designed so the trash enclosure is not visible from Flying Cloud Drive and
minimally visible from Middleset Road. There are other trash enclosures along the
shared access drive so it is not out of character with the area.
4. Prior to issuance of an Occupancy Permit, the applicant must:
A. Construct the retaining wall(s) in accordance with the terms of the permit and
terms and conditions of Exhibit C.
B. Complete implementation of the lighting plan in Exhibit B.
C. Complete construction of mechanical equipment screening.
D. Complete construction of the trash enclosure.
Staff report – Veridian Credit Union June 23, 2025 Page 8 E. Complete implementation of the approved exterior materials and colors plan.
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
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David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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C000
TITLE SHEET
VERIDIAN CREDIT UNION
EDEN PRAIRIE, MINNESOTA
SITE LOCATIONSITE LOCATION MAP N
ISSUED FOR: CITY RESUBMITTAL
SHEET INDEX
SHEET NUMBER SHEET TITLE
C000 TITLE SHEET
C100 REMOVALS PLAN
C110 TREE PRESERVATION PLAN
C120 EXISTING CONDITIONS PLAN
C200 SITE PLAN
C210 TURNING MOVEMENTS
C300 GRADING PLAN
C400 UTILITY PLAN
C500 CIVIL DETAILS
C510 CIVIL DETAILS
C520 CIVIL DETAILS
C530 CIVIL DETAILS
L100 LANDSCAPE PLAN
L110 LANDSCAPE PLAN NOTES & DETAILS
SW100 SWPPP - EXISTING CONDITIONS
SW110 SWPPP - PROPOSED CONDITIONS
SW200 SWPPP - DETAILS
SW300 SWPPP - NARRATIVE
PROJECT CONTACTS
NAME & ADDRESS CONTACT
CIVIL ENGINEER
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
DAVE KNAEBLE
612-615-0060
DKNAEBLE@CIVILSITEGROUP.COM
LANDSCAPE ARCHITECT
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
ROB BINDER
612-615-0060
RBINDER@CIVILSITEGROUP.COM
DEVELOPER
VERIDIAN CREDIT UNION
5805 ROCKWELL DRIVE NE
CEDAR RAPIDS, IA 52402
PROPERTY OWNER
ARCHITECT
THE REDMOND COMPANY
W228 N745 WESTMOUND DRIVE
WAUKESHA, WI 53186
NATHAN ZYWICKI
262-896-3781
NZYWICKI@THEREDMONDCO.COM
SURVEYOR
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
RORY SYNSTELIEN
612-615-0060 X 712
RORY@CIVILSITEGROUP.COM
GEOTECHNICAL
ENGINEER
BRAUN INTERTEC
11001 HAMPSHIRE AVE S
MINNEAPOLIS, MN 55348
STEVE MARTIN
612-221-2504
SMARTIN@BRAUNINTERTEC.COM
REVISION SUMMARY
DATE DESCRIPTION
Know what's below.
before you dig.Call
R
VERIDIAN CREDIT UNION
5805 ROCKWELL DRIVE NE
CEDAR RAPIDS, IA 52402
STEVE KLEIN
319-743-6470
STEVEJK@VERIDIANCU.ORG
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT
"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY
LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR
THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR
TO CONSTRUCTION.
3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY
CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED
PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERVICES.
4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,
FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN
PROJECT DOCUMENTS.
5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANY
COSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS OR
PROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUED
FINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENT
ACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TO
SUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALL
PERMITS ARE OBTAINED.
STEVE KLEIN
319-743-6470
STEVEJK@VERIDIANCU.ORG
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CONSTRUCTION
LIMITS
REMOVE ALL EXISTING PRIVATE
UTILITY SERVICES (THAT ARE NOT
TO BE REUSED) PER PRIVATE
UTILITY COMPANY AND CITY
STANDARDS
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION
OF UTILITIES. UPON COMPLETION
OF UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
REMOVE EX BUILDING, STRUCTURES,
FOUNDATIONS, FOOTINGS & BASE
MATERIALS, PER LOCAL STATE & FEDERAL
STANDARDS. REMOVE/DISCONNECT ALL
SERVICES & UTILITIES PER UTILITY
COMPANY AND/OR L.G.U. STANDARDS
REMOVE EXISTING
CURB AND
GUTTER, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL AND
PARKING SIGNS, TYP.
REMOVE EXISTING
TREE AND BALL
ROOT, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE ALL EXISTING TREES &
VEGETATION IN SHADED AREAS
SHOWN. REMOVE ALL STUMPS & ROOT
SYSTEMS. COORDINATE PROPER
DISPOSAL OF MATERIALS WITH L.G.U.
PROTECT
EXISTING
SIDEWALK
PROTECT EXISTING
APRON AND DRIVE
ENTRANCE
(7) REMOVE EXISTING
CONCRETE FOUNDATIONS
POSTS, TYP.
REMOVE EXISTING
OVERHEAD WIRES,
COORDINATE WITH
UTILITY OWNER
(12) REMOVE EXISTING
CONCRETE BOLLARD, TYP.
REMOVE EXISTING WATER
SERVICE, REMOVE BACK TO THE
MAIN PER CITY STANDARDS,
LOCATION IS APPROXIMATE,
CONTRACTOR TO FIELD VERIFY
REMOVE EXISTING SIGNAL
LIGHT.
(3) SALVAGE EXISTING
LIGHT POLES, TYP.
REMOVE EXISTING GAS
SERVICE, COORDINATE WITH
UTILITY OWNER
REMOVE
EXISTING SIGN
SALVAGE
EXISTING LIGHT
POLE, TYP.
REMOVE BIKE
RACK
(3) REMOVE CONCRETE
POLE BASE, TYP.
SAWCUT & REMOVE EXISTING
PAVEMENT. COORD. W/ SITE
PLAN FOR REPAIR AND/OR
REPLACEMENT, TYP. TYPICALLY
2' WIDTH ALONG CURB
SAWCUT CONCRETE AT
NEAREST JOINT. MAKE SURE TO
REMOVE ANY EXISTING
PAVEMENT MARKINGS
REMOVE EXISTING PED
RAMP.
PROTECT EXISTING STREET
SIGN DURING
CONSTRUCTION.
PROTECT EXISTING HYDRANT
DURING CONSTRUCTION.
REMOVE EXISTING
UTILITY SERVICES
PER CITY OF EDEN
PRAIRIE STANDARDS,
COORD. W/ UTILITY
CO.
REMOVE TRAIL PORTION TO
EXCAVATE FOR UTILITIES
SAWCUT & REMOVE EXISTING
PAVEMENT. COORD. W/ SITE
PLAN FOR REPAIR AND/OR
REPLACEMENT, TYP. TYPICALLY
2' WIDTH ALONG CURB
REMOVE EXISTING
FENCE AND
FOOTING, TYP.
REMOVALS PLAN LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE
MATERIAL, INCLUDING BIT., CONC., AND
GRAVEL PVMTS.
REMOVAL OF STRUCTURE
INCLUDING ALL FOOTINGS AND
FOUNDATIONS.
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
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48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C100
REMOVALS PLAN
REMOVE CURB AND GUTTER. IF IN
RIGHT-OF-WAY, COORDINATE WITH LOCAL
GOVERNING UNIT.
REMOVAL NOTES:
CITY OF EDEN PRAIRIE REMOVAL NOTES:
1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT
PLAN.
3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL
REGULATIONS.
4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.
5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR
PROPOSED PAVEMENT CONNECTIONS.
6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND
LOCAL REGULATIONS.
7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE.
COORDINATE WITH PROPOSED PLANS.
8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE
CONTRACT.
9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE
DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND
CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.
10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND
PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN
WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.
11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER
APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE
DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND
AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN
ACCORDANCE WITH THE CITY.
14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL
OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF
ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE
LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN
OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY
THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS
AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.
18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL
BE RETURNED TO LGU.
19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
SEE SWPPP ON SHEETS SW100 - SW300
EROSION CONTROL NOTES:CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
REMOVAL OF TREES AND
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0
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N
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before you dig.Call
R
OWNER INFORMATION
VERIDIAN CREDIT UNION
5805 ROCKWELL DRIVE NE
CEDAR RAPIDS, IA 52402
STEVE KLEIN
319-743-6470
STEVEJK@VERIDIANCU.ORG
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LIMITS
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REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
TREE PRESERVATION PLAN LEGEND:
TREE PROTECTION
TREE REMOVAL - INCLUDING
ROOTS AND STUMPS
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
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48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C110
TREE PRESERVATION
PLAN
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
PROPERTY LINE
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
TREE PROTECTION
N T S
25'
DL
DRIPLINE WIDTH
FURNISH AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS SHOWN ON
PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP LINE. PLACE TREE
PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION ACTIVITY), OR ONE EVERY
100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.
POSTS AND FENCING
EXTEND FENCE 25'
BEYOND DRIPLINE
WHERE POSSIBLE
TREE PROTECTION SIGN, TYP.
TREE DRIPLINE, OR
CONSTRUCTION LIMITS
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COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
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2
48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C120
EXISTING
CONDITIONS PLAN
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 40'-0"
40'-0"20'-0"
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Know what's below.
before you dig.Call
R
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20'
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PROPOSED CREDIT
UNION BUILDING
MAIN BUILDING
ENTRY
MODULAR BLOCK
RETAINING WALL WITH
RAILING, DESIGNED BY
OTHERS
EMPLOYEE
ENTRY
NOT ACCESSIBLE
SIDEWALK,
MATCHES
EXISTING DRIVE
ACCESSIBLE PARKING SPACE, INCL.
SIGNAGE, STRIPING AND RAMPS
CONCRETE PVMT., TYP, SEE FINAL
GEOTECH FOR THICKNESS
ACCESSIBLE CURB RAMPS, TYP.
SEE DETAILS.
CROSSWALK STRIPING, TYP.
TRASH ENCLOSURE,
SEE ARCH'L PLANS
FOR DETAILS
DIRECTIONAL
ARROW PVMT.
MARKING
MATCH EXISTING CURB
AND GUTTER, TYP.
MATCH EXISTING CURB
AND GUTTER, TYP.
B612 C&G,
TYP.
PVMT.
STRIPING TYP.
MATCH EXISTING
SIDEWALK, TYP.
NEW CONCRETE WALK,
TYP. SEE DETAIL
CONTRACTOR IS RESPONSIBLE TO INSTALL
ANY SIDEWALK AND CURBING PER DESIGN
PLAN. CONTRACTOR TO VERIFY ALL CURBS
AND SIDEWALKS WILL DRAIN PROPERLY IN
FIELD CONDITIONS. CONTRACTOR MUST
CONTACT THE CIVIL ENGINEER 24-HOURS
PRIOR TO ANY CURB AND/OR SIDEWALK
INSTALLATION TO REVIEW AND INSPECT CURB
STAKES. CONTRACTOR IS RESPONSIBLE FOR
ANY CURB OR SIDEWALK REPLACEMENT IF
THIS PROCEDURE IS NOT FOLLOWED.
CONSTRUCTION
LIMITS
(2) "HOOP" STYLE BIKE RACK
(4 SPACES), SURFACE
MOUNT PER MANUF. SPECS.
REPLACE CURB AND GUTTER
TO MATCH EXISTING, TYP.
69.
2
43
.
4
71.
0
51.
6
45
.
0
6.0
INFILL WITH
CONCRETE
PAVEMENT
STRIPE
(2) DO NOT
ENTER SIGNS
MONUMENT
SIGN
REPLACE CURB AND GUTTER
TO MATCH EXISTING, TYP.
PATCH ASPHALT TO CITY OF EDEN
PRAIRIE SPECIFICATION.
ONE-WAY DIRECTION CURB
RAMP PER MNDOT DETAILS.
COORD. W/COUNTY AND
CITY ON FINAL DETAILS.
PED RAMP PER MNDOT
DETAILS.
CONC. APRON. REPLACE TO
MATCH EXISTING. REMOVE
ASPHALT AS NECESSARY TO
TAPER PAVEMENT. COORD.
W/ CIVIL ENGINEER AND CITY.
24" VALLEY GUTTER,
THROUGH APRON
233 SF OF PARKING
LOT ISLANDS
170 SF OF PARKING
LOT ISLANDS
161 SF OF PARKING
LOT ISLANDS
SNOW STORAGE
SNOW STORAGE
REPLACE TRAIL TO MATCH
EXISTING ELEVATIONS
SITE LIGHTING, TYP.
202 SF OF PARKING
LOT ISLANDS
20' UTILITY
EASEMENT
16
5
.
0
116
.
4
66.
4
64.
9
23
1
.
3
177
.
9
41
.
3
SUMMARY
SITE DATA
ZONING SUMMARY
EXISTING ZONING C - REGIONAL SERVICE
COMMERCIAL
PROPOSED ZONING C - REGIONAL SERVICE
COMMERCIAL
REQUIRED PROVIDED
BUILDING SETBACKS
FRONT 35' - 0"41' - 0"
REAR
SIDE 10'-0"70' - 0"/48' - 0"
PARKING SETBACKS
FRONT 35' - 0"41'-0"/69'-0"
REAR
SIDE 10'-0"44' - 0"/35' - 0"
REQUIRED PROVIDED
PARKING SUMMARY
PARKING STALL
DIMENSIONS 9'-0" X 18'-0"9'-0" X 18'-0"
COMPACT PARKING
STALL DIMENSIONS
DRIVE AISLE
DIMENSIONS 24'-0"24'-0"
FIRE ACCESS ROAD
DIMENSIONS
REQUIRED PROVIDED
PARKING STALLS -
SURFACE 15 19
BUILDING HEIGHT 40'-0"25'-9"
SUMMARY
BUILDING SQUARE
FOOTAGE
2889
PARKING
REQUIRED SPACES 15
PROVIDED SPACES 19
PARKING LOT SQUARE
FOOTAGE
4889
REQUIRED ISLAND SQUARE
FOOTAGE
244
PROVIDED ISLAND SQUARE
FOOTAGE
766
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
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2
48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT
MARKINGS
SIGN AND POST ASSEMBLY. SHOP DRAWINGS
REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ONE = ONE WAY
CP = COMPACT CAR PARKING ONLY
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
CONSTRUCTION LIMITS
TO
CITY OF EDEN PRAIRIE SITE SPECIFIC NOTES:
1.STRUCTURE WILL REQUIRE NFPA 13 COMPLIANT SPRINKLER HEADS.
2.A PERMIT WILL BE REQUIRED FROM THE ENGINEERING DIVISION FOR ALL WORK WITH
PUBLIC ROW.
3.SALT FOR PARKING LOT SHALL BE STORED OFFSITE AND APPLIED BY SNOW REMOVAL
COMPANY.
ACCESSIBILITY ROUTE ARROW (IF
APPLICABLE) DO NOT PAINT.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,
EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL
LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF
CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO
OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A
RIGHT-OF-WAY AND STREET OPENING PERMIT.
4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO
INSTALLATION OF SITE IMPROVEMENT MATERIALS.
5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING
AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF
FOOTING MATERIALS.
6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE
APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY
THE ENGINEER/LANDSCAPE ARCHITECT.
7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE
FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE
DRAWINGS.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY
THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT
MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,
BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE
RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.
9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE
WITH A.D.A. REQUIREMENTS-SEE DETAIL.
10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO
THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE
WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.
12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO
SITE IMPROVEMENTS.
14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.
16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.
17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT
SECTIONS.
18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE
DRIP LINE. SEE LANDSCAPE DOCUMENTS.
19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO
VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS. CONTRACTOR MUST CONTACT
THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT
CURB STAKES. CONTRACTOR IS RESPONSIBLE FOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS
PROCEDURE IS NOT FOLLOWED.
20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET.
ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA
AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS
RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET
TOLERANCE/ADA REQUIREMENTS.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE
GEOTECHNICAL REPORT FOR AGGREGATE
BASE & CONCRETE DEPTHS, WITHIN ROW
SEE CITY DETAIL, WITHIN PRIVATE
PROPERTY SEE CSG DETAIL
OPERATIONAL NOTES
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO. SHALL
REMOVE EXCESS OFF-SITE.
TRASH REMOVAL
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES
DELIVERIES SHALL OCCUR AT THE FRONT DOOR
VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
REVISION SUMMARY
DATE DESCRIPTION
C200
SITE PLAN
SEE SHEET C0.1 FOR GENERAL
SITE NOTES
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
OWNER INFORMATION
VERIDIAN CREDIT UNION
5805 ROCKWELL DRIVE NE
CEDAR RAPIDS, IA 52402
STEVE KLEIN
319-743-6470
STEVEJK@VERIDIANCU.ORG
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (DRIVE) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE &
CONCRETE DEPTHS, WITHIN ROW SEE CITY
DETAIL, WITHIN PRIVATE PROPERTY SEE
CSG DETAIL
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112
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CONSTRUCTION
LIMITS
SB-1
SB-2
SB-3
ADJUST WATER MAIN AS NECESSARY
TO PROVIDE 18" SEPARATION FROM
STORM CROSSING
EOF=
864.75
EOF=
862.26
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
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48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
C300
GRADING PLAN
GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF
STAIRS/TOP OF STAIRS
CITY OF EDEN PRAIRIE GRADING NOTES:
1.RESERVED FOR CITY SPECIFIC GRADING NOTES.
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW
LINE UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
41.26
1125
891.00 G
891.00 TC
891.00 BS/TS
1137
EOF=862.26, 864.75
TO
SPOT GRADE ELEVATION MATCH EXISTING891.00 ME
GB GRADE BREAK - HIGH POINTS
1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING
WITH ARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR
TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE
CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE
ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION,
SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS
ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.
5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY
WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO
CONSTRUCTION IF APPLICABLE
6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE
ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.
7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.
8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE,
UNLESS OTHERWISE NOTED.
9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN
MAINTAINED AREAS IS 4:1.
10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL
BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF
CONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK
OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.
12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF
THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE
SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL
SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR
SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS
WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,
INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH
UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING
GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,
TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED
BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR
BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.
15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA
SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST
ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE
SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE
UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.
16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL
REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL
REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE
CONTRACTOR.
17.TOLERANCES
17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT
BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.
17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT
ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED
ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.
17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS
MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET
DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB,
SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.
18.MAINTENANCE
18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH
AND DEBRIS.
18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED
TOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE
TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.
18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE
WEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER
CONSTRUCTION.
SEE SWPPP ON SHEETS SW100 - SW300
EROSION CONTROL NOTES:
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
CUT/FILL CALCULATIONS:
CUT = 1215 CY
FILL = 25 CY
NET = 1190 CY EXPORT
RILEY-PURGATORY-BLUFF CREEK (RPBCWD) SITE SPECIFIC NOTES:
1.ALL PERVIOUS AREAS COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS
UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTIED TO ACHIEVE A SOIL
COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 LBS PER
SQUARE INCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO
PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION.
2.TOPSOIL SHALL CONTAIN A MINIMUM OF 5% ORGANIC CONTENT CONSISTENT WITH
RPBCWD REQUIREMENTS.
3.BUFFER AREAS DISTURBED MUST BE PLANTED WITH NATIVE VEGETATION AND
MAINTAINED TO RETAIN NATURAL RESOURCES AND ECOLOGICAL VALUE.
4.NO FILL, DEBRIS, OR OTHER MATERIAL SHALL BE PLACED IN A BUFFER.
5.THE POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES (E.G., ZEBRA MUSSELS,
EURASIAN WATERMILFOIL, ETC.) MUST BE MINIMIZED TO THE MAXIMUM EXTENT
POSSIBLE.
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REF.
112
116
113
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115
105
106
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109
100a
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107
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108
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109
VEST
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100
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104
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103
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101
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102
S3C
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S3CS11
S3CS11
S8AS11
S3C
S11
S3CS11
S3B
S11
S3B
S11
S3AS11
S2AS01
S8AS11
S3AS21
S6AS11
S6AS11
S6CS11
S3A01
S3AS11
S3E01
S3B01
S3E01
S3A
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S3C
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8.6
9
°
8.6
8
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S3AS01
NOPA
R
K
I
N
G
CONSTRUCTION
LIMITS
MH 1
RIM=861.93
IE(E)=858.32
IE(N/W)=854.37
EX. CB
RIM=857.60
EX 12" IE=854.08
[FIELD VERIFY]
PR 12" IE=854.08
CORE DRILL NEW
CONNECTION TO
EXISTING CB 57 LF 12" SCH40 PVC
STORM @ 0.50%
CONTECH JELLYFISH FILTER 4X6 PEAK
DIVERSION
(WITH 40" CARTRIDGE DEPTH AND HATCH
COVER)
(WATERBODY ID:14-31-I)
RIM=856.00
IE N (15")=853.12
IE S (15")=853.12
BOT=847.87
CONTECH FILTER TO PROVIDE
ALLOWABLE DISCHARGE RATE = 0.73 CFS
PROP. 1.1" DISCHARGE RATE = 0.33 CFS
CASTING TO BE HS20 RATED
CONTECH 6' X 12' VAULT STORMFILTER
(WITH 27" CARTRIDGE DEPTH AND
PHOSPHOSORB MEDIA)
(WATERBODY ID:14-31-H)
RIM (W)=862.10
RIM (E)=862.42
IE E (4")=855.97
IE S (4")=854.47
WEIR WALL=858.60
BOT=854.47
CONTECH FILTER TO PROVIDE
ALLOWABLE DISCHARGE RATE = 0.26 CFS
PROP. 1.1" DISCHARGE RATE = 0.25 CFS
CASTING TO BE HS20 RATED.
4" OUTLET
IE=856.05
5 LF 4" SCH40 PVC
STORM @ 2.00%
4 LF 4" SCH40 PVC
STORM @ 2.00%
14 LF 12" HDPE
STORM @ 2.00%
12" OUTLET
IE=858.60
CBMH 11
RIM=860.31
IE=856.77
SUMP=852.77
INSTALL
MOMENTUM
PRESERVER
12" INLET
IE=856.58
38 LF 15" SCH40 PVC
STORM @ 0.50%
ADJUST WATER MAIN AS NECESSARY
TO PROVIDE 18" SEPARATION FROM
STORM CROSSING
CBMH 21
RIM=864.49
IE=859.01
SUMP=855.01
INSTALL
MOMENTUM
PRESERVER
12" INLET
IE=858.55
UNDERGROUND STORMWATER INFILTRATION
SYSTEM 1 (WATERBODY ID:14-31-G)
192 LF (3 ROWS @ 64 LF) OF 48" PERFORATED CMP
12" SIDE & END STONE
6" STONE COVER
24" STONE SEPARATION
7.2" STONE BASE
TILL OR RIP SOIL 3' BELOW BOTTOM OF STONE
BASE
STONE IE=855.45
CHAMBER IE=856.05
CHAMBER TOP=860.05
STONE TOP=860.55
OUTLET ELEVATIONS (SEE DRAWING, OUTLET
CONTROL STRUCTURE & DETAILS)
WQL (MPCA)=856.36
100-YR HWL=860.31
(SEE DETAIL AND SHOP DWGS)
23 LF 12" HDPE
STORM @ 2.00%
MAKE CONNECTION TO EXISTING
SANITARY SEWER, CUT IN WYE.
EX 8" IE=854.38±
(FIELD VERIFY PRIOR TO CONST)
PR IE=854.55
COORDINATE WITH CITY
STUB SANITARY SEWER
TO 5' FROM BUILDING
IE @ STUB=855.31
COORD. W/MECH'L
38 LF 6" PVC SDR 26
SANITARY SERVICE
@ 2.00%
6" COMBINED DIP WATER
SERVICE AND VALVE, STUB TO
WITHIN 5' FROM BUILDING,
COORD. WITH MECH'L.
PROPOSED GATE
VALVE AND VALVE BOX
FIRE DEPARTMENT
CONNECTION,
COORD. W/MECH'L
MAKE WET TAP
CONNECTION TO
EXISTING 6" WATER MAIN,
COORD. WITH CITY
CONTRACTOR SHALL SAWCUT &
REMOVE PUBLIC PVMTS., CURBS,
AND WALKS FOR INSTALLATION OF
UTILITIES. UPON COMPLETION OF
UTILITY WORK, REPLACE ALL
MATERIAL, IN KIND, AND TO CITY
STANDARD AND APPROVAL
CONTRACTOR SHALL COORDINATE
ALL THE UTILITY SERVICES WITH
BOTH THE CIVIL AND MECHANICAL
PLANS PRIOR TO CONSTRUCTION.
SEE DEMO PLAN FOR
ALL EXISTING UTILITY
REMOVAL INFORMATION
8" STORM SERVICE, STUB TO
WITHIN 5' FROM BUILDING,
COORD. W/MECH'L
BLDG IE=859.71
STUB IE=859.61
30 LF 8" SCH40 PVC
STORM @ 2.00%
INSTALL 25 LF 4"
DT BELOW CLASS
V LAYER, TYP.
ACCESS
RISER,
TYP.
CB 12
RIM=861.94
IE=858.44
43 LF 12" SCH40 PVC
STORM @ 3.88%
EOF=
864.75
EOF=
862.26
20' DRAINAGE & UTILITY
EASEMENT
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
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48776
David J. Knaeble
LICENSE NO.DATE
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 PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
GENERAL UTILITY NOTES:
UTILITY PLAN LEGEND:
CITY OF EDEN PRAIRIE UTILITY NOTES:
1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
CONSTRUCTION LIMITS
DRAINTILE
REVISION SUMMARY
DATE DESCRIPTION
C400
UTILITY PLAN
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC
FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
DISCREPANCIES OR VARIATIONS FROM THE PLANS.
4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF
THE OWNER.
5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE
CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE
WITH ARCHITECTURAL AND MECHANICAL PLANS.
7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS
SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED
ELEVATIONS.
8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT
EXTENSIONS ARE INCIDENTAL.
10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA
DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM
SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.
11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED
FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.
12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED
WITH THE CITY PRIOR TO CONSTRUCTION.
13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT
CONTRACTORS AND CITY STAFF.
16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL
PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE
CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE,
BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL
TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.
17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE
REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST
MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE
INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO
ENGINEER UPON COMPLETION OF WORK.
21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS
25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL
REPORT RECOMMENDATIONS AND REQUIREMENTS.
22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE
GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENT OSHA REQUIREMENTS IN
THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS
THE RESPONSIBILITY OF THE CONTRACTOR.
Bitu
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REF.
112
116
113
114a
115
105
106
107
100
b
114
b
108
109
100a
IT /
D
A
T
A
106
MECH
.
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T
.
105
WOM
E
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'
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T
.
113
MEN
'
S
R
E
S
T
.
112
QUIE
T
R
O
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M
116 BRE
A
K
R
O
O
M
114
N/D115
OFFIC
E
107
OFFI
C
E
108
OFFI
C
E
109
VEST
I
B
U
L
E
100
TELL
E
R
W
O
R
K
A
R
E
A
104
TELL
E
R
A
R
E
A
103
COR
R
I
D
O
R
111
REFR
E
S
H
M
E
N
T
A
R
E
A
110
MEM
B
E
R
L
O
B
B
Y
A
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E
A
101
WAIT
I
N
G
A
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E
A
102
S3C
S11
S3CS11
S3CS11
S8AS11
S3C
S11
S3CS11
S3B
S11
S3B
S11
S3AS11
S2AS01
S8AS11
S3AS21
S6AS11
S6AS11
S6CS11
S3A01
S3AS11
S3E01
S3B01
S3E01
S3A
S11
S3AS01
S3C
S11
8.6
9
°
8.6
8
°
S3E01
S3AS01
NOPA
R
K
I
N
G
CONSTRUCTION
LIMITS
5 - PC
3 - HS
3 - HT
5 - CM
7 - SB
4 - SB
7 - SB
4 - JN
1 - GC2
1 - PC2
1 - AL
3 - AL2
4 - AL2
5 - HT
6 - EM
7 - DS
7 - AM
6 - EM
7 - DS
6 - JN
3 - DS
2 - EM
LANDSCAPE
EDGER, TYP.
WEATHERED
BOULDERS, TYP.
PLANTING BED W/
ROCK MULCH
SOD, TYP.
4 - DS
2 - LF
7 - AM
6 - HS
7 - HT
7 - AM
4 - SB
5 - DS
5 - SB
6 - HS
5 - AM
11 - AL2
5 - JN
7 - PC
5 - HS
2 - JN
3 - CM
8 - PC
SYMBOL COMMON / BOTANICAL NAME QTY SIZE
GROUND COVERS
1.5" SCREENED ROCK/STONE, 3" DEEP / ROCK MULCH
1.5" SCREENED DECORATIVE ROCK/STONE MULCH 3"
DEEP OVER GEOTEXTILE FABRIC, PROVIDE SAMPLES.
INSTALL W/EDGING AS SHOWN ON LANDSCAPE PLAN.
2,738 sf Mulch
BLUE GRASS SOD / SOD
BLUE GRASS SOD W/IMPROVED VARIATIES,
INSTALLED ON PREPARED SOIL, CONTAINING 6" OF
TOPSOIL W/MINIMUM 4% ORGANICS BY WEIGHT.
SCARIFIED AND EVENLY GRADED. BIG ROLL
PREFERRED FOR LARGER AREAS.
4,063 sf Sod
SUBTOTAL:6,801 sf
PLANT SCHEDULE - GROUND COVER
L100
LANDSCAPE PLAN
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
R
I
D
I
A
N
C
R
E
D
I
T
UN
I
O
N
82
8
0
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N
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5
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0
5
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E
D
A
R
R
A
P
I
D
S
,
I
A
5
2
4
0
2
LICENSE NO.DATE
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 LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
LANDSCAPE NOTES:
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
DECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.
LANDSCAPE PLAN LEGEND:
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
CONSTRUCTION LIMITS
REVISION SUMMARY
DATE DESCRIPTION
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED CEDAR YES NO SEE DETAIL SHT. L1.1
PLANTING BEDS 3" DEPTH, 1.5 INCH SCREENED ROCK.YES YED
MAINT. STRIP AT BUILDING FOUNDATION NA NA NA
NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY
UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.
3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF
APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.
4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO
APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.
5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY
STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF
PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.
6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY
SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.
7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE
CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM
SUBSTANTIAL COMPLETION DATE.
8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND
WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY
THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF
ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING
ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF
PAVEMENT/BACK OF CURB.
14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO
INSTALLATION.
LANDSCAPE REQUIREMENTS:
CODE COMMON / BOTANICAL NAME QTY CONT NATIVE PLANTS POLLINATOR FRIENDLY
DECIDUOUS TREES
GC2 True North™ Kentucky Coffeetree / Gymnocladus dioica 'UMNSynergy'1 3" CAL. B&B NATIVE CULTIVAR N
SUBTOTAL:1
EVERGREEN TREES
PC2 Chalet Swiss Stone Pine / Pinus cembra 'Chalet'1 6` B&B NOT NATIVE N
SUBTOTAL:1
ORNAMENTAL TREES
AL Spring Flurry Serviceberry / Amelanchier x laevis 'JFS-Arb'1 1.5" CAL. B&B NATIVE CULTIVAR Y
SUBTOTAL:1
CODE COMMON / BOTANICAL NAME QTY SIZE NATIVE PLANTS POLLINATOR FRIENDLY
SHRUBS
AL2 Low Scape Mound® Black Chokeberry / Aronia melanocarpa 'UCONNAM165'18 #5 CONT NATIVE CULTIVAR Y
AM Low Scape Hedger Black Chokeberry / Aronia melanocarpa 'UCONNAM166' TM 26 #5 CONT NATIVE CULTIVAR Y
CM Muskingham Gray Dogwood / Cornus racemosa `Muskingham`8 #5 CONT NATIVE CULTIVAR Y
HS Firefly Nightglow Bush Honeysuckle / Diervilla x splendens `El Madrigal`20 #5 CONT NATIVE CULTIVAR Y
HT Fire Light Tidbit® Panicle Hydrangea / Hydrangea paniculata `SMNHPK`15 #5 CONT NOT NATIVE Y
JN Grey Guardian Juniper / Juniperus virginiana `Greguard` TM 17 #5 CONT NATIVE N
SUBTOTAL:104
GRASSES
DS Schottland Hair Grass / Deschampsia cespitosa `Schottland`26 #1 CONT NATIVE Y
PC Switch Grass / Panicum virgatum `Cape Breeze`20 #1 CONT NATIVE CULTIVAR Y
SB Blue Heaven Little Bluestem / Schizachyrium scoparium `Blue Heaven`27 #1 CONT NATIVE CULTIVAR Y
SUBTOTAL:73
PERENNIALS
EM Magnus Purple Coneflower / Echinacea purpurea `Magnus`14 #1 CONT NATIVE CULTIVAR Y
LF Floristan White Blazing Star / Liatris spicata 'Floristan White'2 #1 CONT NATIVE CULTIVAR Y
SUBTOTAL:16
PLANT SCHEDULE
L110
LANDSCAPE PLAN
NOTES & DETAILS
COPYRIGHT CIVIL SITE GROUP INC.c
PR
O
J
E
C
T
2025
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
04/11/25 CITY SUBMITTAL
05/09/25 CITY RESUBMITTAL
06/10/25 CITY RESUBMITTAL
PROJECT MANAGER DAVE KNAEBLE
CONTACT NUMBER 612-615-0060 X XXX
DRAWN BY DK,WMB
REVIEWED BY DK
PROJECT NUMBER 25033
VE
R
I
D
I
A
N
C
R
E
D
I
T
UN
I
O
N
82
8
0
F
L
Y
I
N
G
C
L
O
U
D
D
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I
V
E
,
ED
E
N
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A
I
R
I
E
M
N
,
5
5
3
4
4
VE
R
I
D
I
A
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D
I
T
U
N
I
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N
58
0
5
R
O
C
K
W
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L
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I
V
E
N
E
,
C
E
D
A
R
R
A
P
I
D
S
,
I
A
5
2
4
0
2
LICENSE NO.DATE
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 LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
06/10/25
Civil Engineering ° Surveying ° Landscape
Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
OW
N
E
R
1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP
DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY
PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD
TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER
WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK
OF CURB.
3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER,
AND POWER CONNECTIONS.
5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO
ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING
DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR.
6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND
SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE
COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL
SERVICE AND METERING FACILITIES.
8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.
9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE
TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING
MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADE AND CAPPED.
14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS.
USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF
CONNECTION.
15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED
AREAS WHENEVER POSSIBLE.
18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN
LINE. USE MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE
HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST
VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES.
20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING
RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
22.USE SCREENS ON ALL HEADS.
23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED
CONDITION.
24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE
STRUCTURE.
IRRIGATION NOTES:
REVISION SUMMARY
DATE DESCRIPTION
SEE SHEET L1.0 FOR GENERAL
LANDSCAPE NOTES & LEGEND
Know what's below.
before you dig.Call
R
DRAWN @ ? size
PERENNIAL BED PLANTING
N T S
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH
MIN. 2" FROM PLANT STEM
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY EXCAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
1
DECIDUOUS & CONIFEROUS SHRUB PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL
SHAPE FOR SPECIES)
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCH
MIN. 2" FROM PLANT TRUNK
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
THREE TIMES WIDTH
OF ROOTBALL
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT
2
THREE TIMES WIDTH
OF ROOTBALL
DECIDUOUS & CONIFEROUS TREE PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL
TREE SHAPE)
THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITH
TWO STRANDS OF WIRE TWISTED TOGETHER. STAKES
SHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALL
BE THREADED THROUGH NYLON STRAPPING WITH
GROMMETS. ALTERNATE STABILIZING METHODS MAY BE
PROPOSED BY CONTRACTOR.
TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE
EXISTING GRADE
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,
SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FOR
MULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNK
EXISTING GRADE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IF
NON-BIODEGRADABLE, REMOVE COMPLETELY
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OR
OVERALL PLANT PLACEMENT
3
Project Narrative
The Redmond Company and Civil Site Group are working together to secure the design and approvals
for both the site and building design. The Redmond Company will also be constructing the building
and will maintain a safe, clean site throughout construction. Project phasing will be determined on
final approval of the building plans; however, Veridian is ready to begin construction in fall of 2025.
The proposed project will be located at the northwest corner of Middleset Road and Flying Cloud
Drive, which is currently a Mister Car Wash, which is to be removed from the site prior to construction
of the new credit union building. A Phase I Assessment was conducted in early spring of 2025 and
indicated that there is no evidence of RECs in connection with any previous use of the site.
Located within the same block is a Midas Auto Repair Shop, Walgreens and a Pediatric Medical Office
Building. Adjacent to the site is Cold Stone Creamery, McDonalds and various other restaurants.
Veridian plans on cash financing to secure the ownership of the site. Preventative maintenance
agreements will be set up for Landscaping, Trash Removal, Snow Removal, General Repairs, and
Maintenance Services. No formal contracts or agreements have been finalized due to it being the
initial start of the project.
The proposed operation will be a freestanding, 2,890 square foot, single-tenant Veridian Credit Union
building will be built within the Regional Service Commercial (C-REG-SER) zoning district and will be
requesting as PUD status for this project. Primary site access and exit will occur on the west side of the
site via the access roadway to the shopping center to the north which exits to Middleset Road. The
credit union is planning on vacating the existing south driveway onto the site in the view that it is a
safety concern for those entering and exiting the site given the distance to the intersection. The
overall site plan will consist of twenty-one (21) on-site parking spaces for credit union member and
employee use. No street parking will be available. Trash pickup will likely happen a maximum of once
a week; which will occur on the northwest side of the site.
Working to serve the community, Veridian Credit Union is moving into the Minneapolis market.
Operationally, they will offer all consumer financial offerings, such as mortgage, commercial, trust, and
specialty account needs with video services available for each service provided. These services will be
controlled on-site and locally managed by individuals that know and care about their members’
needs. Veridian will operate a standalone 24-Hour ATM, traditional drive-up and self-service coin
machine. These financial services are specially tailored to meet the needs of local consumers. At this
location, there will be up to eight (8) employees. Typical hours of operation will be from 8:30am to
5:30pm, from Monday through Friday; and from 8:30am to 12:00pm on Saturdays. The credit union
will be closed on Sundays.
There are two monument signs proposed for this project. The first is proposed to be in the southeast
corner of the site; the second by the main entry of the site. Small scale directional signage will be
placed throughout the site to help members and employees safely navigate the site.
The modern exterior design of the building (as referred to the building elevations within this
submittal) includes a butterfly roof that relates itself the Veridian “V-Mark.” Carbon colored aluminum
siding frames a natural stone blend that is used across all elevations of the building. Clerestory
windows are used to break up the elevations and provide ample amounts of natural light to the
interior of the building. Green Alpolic metal panels frame both the entry and the drive-up canopy to
further brand the building to Veridian. Back-lit signage is located on the east and south elevations fo
the building as they face prominent roadways adjacent to the site. The north side features the green
Alpolic metal panels that hide the pneumatic tube system that leads to the Teller Work Area within
the building. Lighting is important this project as it highlights the building entry, the drive-up canopy
as well as highlight the materiality of the building elevations. On the façade of the building cylindrical
light fixtures will be used on stone areas and can downlights will be used under the drive-up canopy.
Green LED tape lights are placed at the top of the stone band which provides additional branding and
visual interest to the building at night. (Refer to the building renderings as submitted with this
submittal.)
There is ample landscaping throughout the site that has been designed by a professional landscape
architect that meets and exceeds all the requirements of the City of Eden Prairie’s Landscape and Tree
Preservation ordinance.
Snow storage will be handled by plowing snow to the onsite landscaping areas in the north and south
sides of the development. If the site runs out of snow storage options, snow will be removed from the
site by the properties snow plowing contractor. Salt management has been contemplated in the site
design for this project. The proposed building has been located northerly on the site so that a
majority of the parking areas are south facing and will have minimal shading in the winter. This will
promote natural melting and reduce the amount of salt needed to maintain this parking lot. The
building owner will also work with their snow plowing contractor to minimize salt use on the site, but
still provide effective snow and ice management.
This project is disturbing 0.7acres of land within the project site. Since this area is over 5,000 square
feet of land and triggers the stormwater requirements of Riley Purgatory Bluff Creek Watershed
District. The stormwater management requirements of Riley Purgatory Bluff Creek Watershed District
are the most stringent and will be used as a basis for the design requirements for this project. The
project does not trigger stormwater requirements for the City of Eden Prairie or the MPCA NPDES
Permit. This project will utilize an underground infiltration/detention system and two proprietary filter
devices to meet the requirements of the RPBCWD. The underground infiltration system will provide
abstraction to the maximum extent practicable and the two proprietary filter devices will be designed
to provide water quality treatment for the newly created and existing impervious surfaces and to
provide rate control to match the existing discharge rates from the site. (see stormwater report)
As it pertains to sustainable features, the building will utilize energy star rated appliances and
WaterSense certified fixtures in its design. We will provide recycling services per Hennepin County.
The landscape plantings will be a combination of native and native cultivars to try and use minimal
irrigation after establishment period. All other sustainable items listed on the Development Review
checklist will not be attempted.
#
D
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Revisions
Da
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:
6
/
5
/
2
0
2
5
24x36
Sc
a
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:
1
"
=
2
0
'
These drawings are for conceptual use only and are not
intended for construction. Fixture runs and quantities
should be verified prior to order. Values represented
are an approximation generated from manufacturers
photometric inhouse or independent lab tests with data
supplied by lamp manufacturers.
Ve
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LS952-4280-2
Scale: 1 inch= 20 Ft.
N
O P
A
R
KIN
G
18L-FT-IL
MH = 25ft
MH = 25ft
18L-FT-IL
MH = 25ft
18L-2-IL
MH =10.5 Ctr
WM
WM
MH =10.5 Ctr
WM
MH =10.5 Ctr
MH = 9ft Ctr
WM_9
R-B
MH = 14.5ftR-B
MH = 14.5ft
R-A
MH = 8.25ft
MH = 7ft
11W-45°
18L-FT-IL
MH = 25ft
MH = 11ft
C
MH = 11ft
C
MH = 11ft
C
MH = 11ft
C
12L-FTI-IL
11.1
2
.9
3.0
2.9
2.2
1.3
0.7
0.1
0.5
4.7
3.
7
2.1
2.6
0.6
4.0
2.4
3.7
1.7
0.9
0.1
13.9
18.3
0.5
2.9
2.6
2.3
1.6
0.8
0.1
0.4
4.4
3.5
3.8
2.9
7.2
4.7
0.4
0.1
0.3
1.0
21.7
3.4
2.5
3.4
6.8
3.5
0.5
0.1
0.3
2.4
3.7
2.9
4.4
4.6
0.5
0.1
0.4
1.1
2.4
2.5
0.7
4.6
2.5
3.3
5.1
7.0
5.8
3.3
1.1
0.5
0.5
0.3
0.1
0.0
2.0
1.3
0.0
0.1
0.2
0.2
0.3
0.3
0.8
0.5
1.6
1.3
1.0
0.7
0.7
1.2
0.5
2.9
3.2
4.9
13.2
22.2
17.9
9.5
2.2
1.3
1.4
1.2
0.3
0.0
0.8
2.4
8.7
0.6
0.0
0.2
0.7
0.8
1.7
1.8
2.6
19.
3
1.0
12.9
2.4
3.02.9
0.9
4.1
3.2
3.4
3.3
2.6
1.4
0.7
0.3
0.1
0.6
1.5
2.8
3.6
2.4
3.7
3.1
4.2
3.9
4.1
3.9
3.5
3.5
3.5
3.1
1.9
1.0
0.4
0.1
1.4
3.6
1.3
0.1
0.3
0.6
1.1
1.4
1.4
1.4
1.7
1.8
1.5
1.6
1.5
1.3
3.6
1.2
0.5
3.5
3.7
3.4
3.4
1.5
2.4
1.6
1.0
0.1
3.5
0.3
0.7
3.5
3.2
2.8
0.1
0.6
0.8
1.3
2.2
2.8
2.9
2.3
1.1
0.7
0.6
0.5
1.0
0.5
2.7
0.1
2.9
0.4
0.1
0.4
4.7
0.8
3.9
3.7
3.5
1.1
0.1
0.5
0.5
4.2
3.0
3.2
3.4
2.4
1.9
3.6
3.7
3.6
3.2
2.9
2.7
2.8
2.2
1.4
0.4
2.2
1.5
2.5
1.5
3.5
0.1
1.6
2.4
1.9
2.8
2.9
2.8
2.5
2.1
1.7
1.5
0.2
0.0
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.2
0.1
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.1
0.1
0.4
0.0 0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.3
0.1 0.1
0.1
0.1
0.1
0.3
0.3
0.4
0.5
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.3
0.50.0
0.0
0.0
0.0
0.0 0.0
0.1
0.1
0.4
0.3
0.5
0.5
0.3
0.2
0.2
0.2
0.3
0.4
0.0
0.2
Luminaire Schedule
Calculation Summary
Label CalcType Units Avg
Symbol Qty Label Arrangement Description LLF Luminaire Lumens Luminaire Watts
Max Min Avg/Min
1
Max/Min
12L-FTI-IL Single MRS-LED-12L-SIL-FT-40-70CRI-IL 0.900 8077 86
Site Illuminance Fc 2.6 22.2 0.0 N.A.N.A.
Site_1 Illuminance Fc
2 R-B Single LAD6-LED-14L-40-WF-TR6R-SF-HAZ 0.900 1337 14
1 R-A Single LAD6-LED-14L-40-WF-TR6R-SF-HAZ 0.900 1337 14
1 WM_9 GROUP BLADE 25° UP 45° DOWN 0.900 N.A.N.A.
3 WM GROUP BLADE 25° UP 45° DOWN 0.900 N.A.N.A.
1 11W-45°Single BLADE DOWN MEDIUM 11W 3000K 45°0.900 659 10.2
4 C Single CRUS-SC-SLW-40 0.900 5728 38
3 18L-FT-IL Single MRS-LED-18L-SIL-FT-40-70CRI-IL 0.900 11444 135
1 18L-2-IL Single MRS-LED-18L-SIL-2-40-70CRI-IL 0.900 11040 135
0.1 0.5 0.0 N.A.N.A.
StatArea_1 Illuminance Fc 3.4 22.2 0.3 11.4 74.0
SITE INFORMATION
CONCRETE SIDEWALK
TOTAL SITE AREA:
TOTAL LOT COVERAGE:
TOTAL GREEN SPACE:
CURRENT ZONING:
BUILDING SETBACKS:
MAX BUILDING HEIGHT:
PAVING SETBACKS:
TOTAL PAVED AREA:
PARKING REQUIREMENTS:
OTHER INFORMATION:
GENERAL NOTES:
1. REFER TO BUILDING ELEVATIONS SHEET FOR
MONUMENT SIGN DESIGN. (FOR REFERENCE ONLY)
SITE MAP:
PROJECT SITE LOCATION
8280 Flying Cloud Dr
Eden Prairie, MN 55344
CONCRETE DRIVE UP PAD
21,254 SF (61.02%)
11,681 SF (38.98%)
16,572 SF
34,828 SF (0.80 AC)
REGIONAL SERVICE COMMERCIAL (C-REG-SER)
FRONT YARD = 35'-0"
SIDE YARD = 20'-0"
REAR YARD = 10'-0"
40'-0" (4-STORIES MAXIMUM)
5/1000 SF OF RETAIL SPACE
(14) STALLS REQUIRED
(19) STALLS + (1) ACCESSIBLE = (20) PROVIDED
FRONT YARD = 10'-0"
SIDE YARD = 10'-0"
REAR YARD = 0'-0"
FLOOR AREA REQUIREMENTS (F.A.R):0.2 (1-STORY) REQUIRED
0.08 PROPOSED
BASE AREA RATIO (B.A.R):0.2 REQUIRED
0.08 PROPOSED
1
F L Y I N G C L O U D D R I V E
M
I D D L E S E T R O A D
PROPOSED CREDIT
UNION BUILDING
2,890 GSF (FOOTPRINT)
650 SF (DRIVE THRU)
TRANSFORMER
LOCATION
DUMPSTER
LOCATION
ATM
E
M
PLOYEE
ENTR
Y
(2) BOLLARD STYLE
BIKE PARKING
(6)
(7)
(7)
TYP9' - 0"
9' - 0"5' - 0"9' - 0"
BYPASS
13' - 0"
PARKIN
G SETBACK
10' - 0"
BUILDIN
G SETBA
CK
35' - 0"
PARKIN G SETBA CK
10' - 0"
BUILDIN G SETBACK
20' - 0"
BUILDIN G SETBACK
20' - 0"
PARKIN G SETBACK
10' - 0"
T
O PROPERTY LINE
41' - 6"
T O PR O PERTY LINE
69' - 3"
24' - 0"
18' - 0"
TO PR
OPERTY LINE
70' - 5"
SIG
N
AGE SETBACK
20' - 0"
O
NE W
AY
13' - 0"
TYP
18' - 0"
DRIVE AISLE
24' - 0"
TYP
18' - 0"
60' - 0"
14' - 0"
8' - 0"
36' - 0"
O NE W A Y
RETAINING WALL W/ RAILING -
REFER TO CIVIL DRAWINGS
MONUMENT SIGN
LOCATION
M
EM
BER
ENTRY
14' - 0"
EQEQEQEQ
6
1
/
4
"
0550-02
0550-02
B2030-B
CL
CL CL CL
6'
-
6
5
/
8
"
4
PR101
0550-02
0550-17
4
PR101B1020-C
T.
O
.
B
L
O
C
K
6'
-
8
"
STN-1
4
PR101
B1020-C
T.
O
.
B
L
O
C
K
6'
-
8
"
STN-1
0550-02
B1020-C
0420-22
0420-06
0616-14
0771-02
0725-02
B1020-C
c The Redmond Company2025
24627 2025-06-03
Veridian Credit Union
Architectural Site Plan Presentation
N
N
PLANTRUE
1/16" = 1'-0"
ARCHITECTURAL SITE PLAN (REVISED)A1
0'8'16'32'
SCALE: 1/16" = 1'-0"
1/4" = 1'-0"
ENLARGED TRASH ENCLOSURE PLAN1
1/4" = 1'-0"
TRASH ENCLOSURE - FRONT ELEVATION2
1/4" = 1'-0"
TRASH ENCLOSURE - REAR ELEVATION3
1/4" = 1'-0"
TRASH ENCLOSURE - SIDE ELEVATION5
1/2" = 1'-0"
TRASH ENCLOSER- SECTION4
PERSPECTIVE - TRASH ENCLOSURE6
1
ROOF STRUCTURE
RE
F
.
VESTIBULE
WAITING
AREA
MEMBER
LOBBY
AREA
IT / DATA
MECH. /
CUST.
TELLER
WORK
AREA
TELLER
AREA
MEN'S
REST.
WOMEN'S
REST.
QUIET
ROOM
BREAKROOM
N/D
REFRESHMENT
AREA
OFFICE
OFFICE OFFICE
3'
-
0
"
1
6
'
-
8
2
1
/
3
2
"
2
2
'
-
2
1
/
4
"
3' - 4" 12' - 8" 25' - 3"
11
'
-
8
"
8"
13
'
-
0
"
45' - 2"
3' - 0"
1' - 1 11/16"
2' - 2 5/16" 5' - 0"
1'
-
1
1
"
2'
-
2
"
10' - 0"
2'
-
0
"
1
2233 SF
BUSINESS (B)
(15)
142 SF
STORAGE (S-1)
(1)
125 SF
BUSINESS W/ ASSEMBLY (B)
(9)
OCCUPANCY
BUSINESS (B)
BUSINESS W/ ASSEMBLY (B)
STORAGE (S-1)
72"
36
"
FEC
FEC
KNOX BOX
LOCATION
2,233 SF / 15 OCC
125 SF / 9 OCC
127 SF / 1 OCC
PA
T
H
'
A
'
PA
T
H
'
A
'
PA
T
H
'
B
'
PATH 'C'
PA
T
H
'
C
'
MEANS OF EGRESS
XX"MEANS OF EGRESS: ROOM OR LEVEL
XX" = CLEAR WIDTH OF OPENING
GROUP B
XXX SF
(XX)
AREA TAG
ROOM/AREA USE
ROOM/AREA SIZE
ROOM/AREA OCCUPANT LOAD
PATH OF TRAVEL
XX"MEANS OF EGRESS: EXIT DISCHARGE
XX" = CLEAR WIDTH OF OPENING
A4
AS101
14' - 0"
EQEQEQEQ
5
5
/
8
"
0550-02
0550-02
B2030-B
AS101
A2
CL
CL CL CL
6'
-
6
"
5
PR102
0550-02
0550-17
5
PR102
A4
AS101
T.
O
.
B
L
O
C
K
6'
-
8
"
STN-1
5
PR102
T.
O
.
B
L
O
C
K
6'
-
8
"
STN-1
0550-02
0420-22
0420-06
0616-14
0771-02
0725-02
B1020-C
6"
5
1
/
2
"
CL
CL
6"
0550-02
0550-14
0550-15
0550-17
0420-03
STN-1
c The Redmond Company2025
24627 2025-06-03
Veridian Credit Union
First Floor Presentation Plan
N
N
PLANTRUE
3/16" = 1'-0"
FIRST FLOORA1
N
N
PLANTRUE
3/16" = 1'-0"
FIRST FLOOR PRESENTATIONA2
EXIT ACCESS TRAVEL DISTANCE
PATH A 68' - 6"
PATH B 22' - 6"
PATH C 77' - 6"
PATH D 91' - 0"
CONSTRUCTION TYPE:
OCCUPANCY:
BUILDING SIZE:ALLOWABLE PROVIDED
HEIGHT:
STORIES:
FLOOR AREA:
FIRE ALARM:
FIRE SUPPRESSION:
MAX EXIT DISTANCE:
40'-0"
2
9,000 GSF
25'-9"
1
2,890 GSF
BUSINESS (B)
VB -NON-SPRINKLERED
COMPLETE
NONE
200'
CODE INFORMATION
OVERALL BUILDING AREA:2,890 GSF
CANOPY AREA: 650 SF
NOTE:
FIRE ALARM SPECIFICATIONS WILL BE PROVIDED
AS PART OF THE BUILDING PERMIT REVIEW.
1/4" = 1'-0"
ENLARGED TRASH ENCLOSURE PLANB1 1/4" = 1'-0"
TRASH ENCLOSURE - FRONT ELEVATIONB2
1/4" = 1'-0"
TRASH ENCLOSURE - REAR ELEVATIONB3
1/4" = 1'-0"
TRASH ENCLOSURE - SIDE ELEVATIONB4 1/2" = 1'-0"
TRASH ENCLOSER- SECTION51 1/2" = 1'-0"
TRASH ENCLOSURE DOOR HINGE Copy 1B5
1
ALUMINUM
COMPOSITE PANEL
ALUMINUM FRAMED
STOREFRONT SYSTEM
STONE VENEER
CAST STONE
METAL COPING
METAL SIDING
CAST STONE
STONE VENEER
ALUMINUM
COMPOSITE PANEL
ACM PANEL
19
'
-
2
"
ACCENT LED TAPE
LIGHT (W/IN COVE)
METAL SUNSHADE -COLOR
TO MATCH WINDOW
ASSEMBLY
1
ACM PANELS
ANODIZED ALUMINUM
ACM PANEL
ALUMINUM
COMPOSITE PANEL
ALUMINUM FRAMED
STOREFRONT SYSTEM
STONE VENEER
METAL COPING
METAL SIDING
ALUMINUM FRAMED
STOREFRONT SYSTEM
CAST STONE
INTERNALLY
ILLUMINATED SIGNAGE
10' - 9 1/4"
3'
-
4
3
/
4
"
UP-DOWN WALL
SCONCE
7'
-
9
"
1
8
'
-
0
"
15
'
-
8
"
METAL SUNSHADE -COLOR
TO MATCH WINDOW
ASSEMBLY 1
OV
E
R
A
L
L
B
U
I
I
L
D
I
N
G
H
E
I
G
H
T
25
'
-
9
"
ACM PANEL
ALUMINUM
COMPOSITE PANEL
ALUMINUM FRAMED
STOREFRONT SYSTEM
STONE VENEER
CAST STONE
METAL COPING
METAL SIDING
CAST STONE
STONE VENEER
CAST STONE
ALUMINUM
COMPOSITE PANEL
METAL COPING
METAL SIDING
ALUMINUM
STOREFRONT SYSTEM
UP-DOWN WALL
SCONCE
18
'
-
8
"
15
'
-
8
"
ACCENT LED TAPE
LIGHT (W/IN COVE)
1
ALUMINUM
COMPOSITE PANEL
ALUMINUM FRAMED
STOREFRONT SYSTEM
STONE VENEER
CAST STONE
ACM PANELS
ALUMINUM
COMPOSITE PANEL
METAL COPING
METAL SIDING
ALUMINUM
STOREFRONT SYSTEM
INTERNALLY
ILLUMINATED SIGNAGE
ALUMINUM
STOREFRONT SYSTEM
18
'
-
8
"
ø 7' - 0 1/2"
LED TAPE LIGHTS W/ 4"
ACRYLIC LENS @
INTERNAL EDGE OF THE
HOOD (SIDES & TOP)
ACCENT LED TAPE
LIGHT (W/IN COVE)
METAL SUNSHADE -COLOR
TO MATCH WINDOW
ASSEMBLY
1
7'
-
9
"
1
8
'
-
0
"
OV
E
R
A
L
L
B
U
I
L
D
I
N
G
H
E
I
G
H
T
25
'
-
9
"
1
STONE VENEER:
EDWARDS STONE
'SUNSET BLEND'
EXTERIOR MATERIAL LEGEND
ACM PANEL (DRIVE-UP
CANOPY & ENTRY):
ALPOLIC
'BGN GREEN'
METAL SIDING:
LUX ARCHITECTURAL PRODUCTS
'BRUSHED CARBON'
6" LAP PATTERN (HORIZONTAL)
CAST STONE:
CUSTOM CAST STONE
'SANDSTONE'
ACM PANEL (ACCENT):
ALPOLIC
'AGT ALUMINUM GREY'
METAL COPING / BREAK METAL
PAC CLAD OR EQUAL
'MIDNIGHT BRONZE'
WINDOW ASSEMBLY
(CURTAINWALL / STOREFRONT)
KAWNEER OR EQUAL
'BLACK ANODIZED' ALUMINUM
GLAZING: VITRO GLASS; CLEAR
MORTAR:
UM3410 -'CALAMUS'
MORTAR:
UM3410 -'CALAMUS'
GENERAL NOTES:
1. PROVIDE SUNSHADES EQUIVALENT TO THE WINDOW
ASSEMBLY CHOSEN. REFER TO ELEVATIONS FOR
SUNSHADE LOCATION. COLOR SHALL MATCH WINDOW
FRAMES.
2.LIGHT FIXTURES ARE TO BE SIMILAR IN SIZE, SHAPE AND
FUNCTION AS INDICATED IN THE DRAWINGS.
STONE VENEER: CLASS 1
AREA: 563 SF
PERCENTAGE: 48%
EXTERIOR MATERIAL AREAS
ACM PANEL: CLASS 2
AREA: 57 SF
PERCENTAGE: 5%
METAL SIDING: CLASS 2
AREA: 24 SF
PERCENTAGE: 2%
CAST STONE: CLASS 1
AREA: 30 SF
PERCENTAGE: 3%
ACM PANEL: CLASS 2
AREA: 70 SF
PERCENTAGE: 6%
WINDOW ASSEMBLY (CURTAIN
WALL / STOREFRONT): CLASS 1
AREA: 416 SF
PERCENTAGE: 36%
NORTH: 1158 SF
STONE VENEER: CLASS 1
AREA: 300 SF
PERCENTAGE: 20%
ACM PANEL: CLASS 2
AREA: 124 SF
PERCENTAGE: 8%
METAL SIDING: CLASS 2
AREA: 138 SF
PERCENTAGE: 9%
CAST STONE: CLASS 1
AREA: 85 SF
PERCENTAGE: 6%
ACM PANEL: CLASS 2
AREA: 120 SF
PERCENTAGE: 7%
WINDOW ASSEMBLY (CURTAIN
WALL / STOREFRONT): CLASS 1
AREA: 765 SF
PERCENTAGE: 50%
EAST: 1541 SF
STONE VENEER: CLASS 1
AREA: 275 SF
PERCENTAGE: 24%
ACM PANEL: CLASS 2
AREA: 82 SF
PERCENTAGE: 7%
METAL SIDING: CLASS 2
AREA: 50 SF
PERCENTAGE: 4%
CAST STONE: CLASS 1
AREA: 40 SF
PERCENTAGE: 3%
ACM PANEL: CLASS 2
AREA: 77 SF
PERCENTAGE: 7%
WINDOW ASSEMBLY (CURTAIN
WALL / STOREFRONT): CLASS 1
AREA: 638 SF
PERCENTAGE: 55%
SOUTH: 1162 SF
STONE VENEER: CLASS 1
AREA: 911 SF
PERCENTAGE: 55%
ACM PANEL: CLASS 2
AREA: 90 SF
PERCENTAGE: 5%
METAL SIDING: CLASS 2
AREA: 160 SF
PERCENTAGE: 10%
CAST STONE: CLASS 1
AREA: 85 SF
PERCENTAGE: 5%
ACM PANEL: CLASS 2
AREA: 155 SF
PERCENTAGE: 9%
WINDOW ASSEMBLY (CURTAIN
WALL / STOREFRONT): CLASS 1
AREA: 263 SF
PERCENTAGE: 16%
WEST: 1664 SF
CLASS 1:87%
CLASS 2:13%
CLASS 1:75%
CLASS 2:25%
CLASS 1:82%
CLASS 2:18%
CLASS 1:76%
CLASS 2:24%
4'
-
0
"
3
5
/
8
"
6
'
-
0
"
10
'
-
3
5
/
8
"
5' - 1"
4' - 8"
2'
-
6
"
1 1/2"1 1/2"
DIGITAL: 11.7 SF
TOTAL: 30.5 SF
DIGITAL READER BOARD
INTERNALLY
ILLUMINATED SIGNAGE
METAL PANEL
CAST STONE
STONE VENEER
OPP SIDE SIM
c The Redmond Company2025
24627 2025-06-03
Veridian Credit Union
Color Building Elevations
3/16" = 1'-0"
NORTH ELEVATION PRESENTATIONA3
3/16" = 1'-0"
EAST ELEVATION PRESENTATIONC1
3/16" = 1'-0"
WEST ELEVATION PRESENTATIONB1
3/16" = 1'-0"
SOUTH ELEVATION PRESENTATIONA1
1/2" = 1'-0"
MONUMENT SIGN ELEVATIONB2
1
c The Redmond Company2025
24627 2025-06-03
Veridian Credit Union
Color Renderings
Building Entrance (Day):Green Alpolic metal panels frame the aluminum glass system. Carbon colored aluminum siding
breaks up overall facade. A stone blend anchors the corner of the building as well as provides an area for signage.
Building Entrance (Night):The Alpolic panels are side lit next to the aluminum entry facade to give depth to the entry
hood as well as provide light to the entry doors.
Drive-Up Canopy:Green Alpolic metal panels continue to pull the Veridian marketing colors onto the north elevation.
The canopy will contain the pneumatic tubes as well as can light fixtures as well as green tape lights along the interior edge
for nighttime lighting.
North Elevation:The carbon colored aluminum siding frames a natural stone blend that is used across the elevation,
broken by clearstory windows that provide natural light to the Teller Work Area. Back-lit signage is also used on the west
elevation. Green LED tape light is placed at the top of the stone band which provides additional branding and visual
interest to the building at night.