2026.05.19 Council Meeting Packet
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: May 15, 2026
City Council Meeting Schedule
Tuesday, May 19, 2026
Time Meeting Location
6:30 p.m.
City council work session to discuss:
1. Commission candidate interviews:
• Alex Willard – Employee Review Board.
• Daniel Hron – Sustainability Commission.
2. Draft Climate Action Plan follow-up discussion.
3. Council liaison update.*
4. Constituent issues update.*
5. City manager update.*
6. New business.*
7. Council comments and announcements.*
Upper Community Room/Zoom
7 p.m. City council meeting Council Chambers/Zoom
Immediately
following the city
council meeting
Continuation of city council work session, if necessary Upper Community Room/Zoom
Per the requirements of Minnesota Statutes, Section 13D.02, council members may participate by interactive
technology.
The public may attend the meetings via Zoom by connecting through one of the methods identified below.
Topic: Crystal City Council work session and regular meeting
Time: May 19, 2026, 6:30 p.m., Central Time (US and Canada)
Join Zoom meeting: https://us02web.zoom.us/j/84934029300?pwd=nXwZbjiFkVB5xq5ENLeIOka0abTyYU.1
Meeting ID: 849 3402 9300 | Passcode: 4141
Find your local number: https://us02web.zoom.us/u/km5Q3UcXP
Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: May 15, 2026
City Council
Work Session Agenda
Tuesday, May 19, 2026 | 6:30 p.m.
Upper Community Room/Zoom
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City
Charter, the Crystal City Council work session was held on Tuesday, May 19, 2026, at _____
p.m. electronically via Zoom and in the upper community room at city hall, 4141 Douglas Dr. N.,
Crystal, Minnesota. If the agenda items are not completed in time for the regular city council
meeting at 7 p.m., the meeting will be continued and resumed immediately following the city
council meeting.
I. Attendance
Council members Staff
____ Kamish ____ Bell ____ Kunde
____ Kiser ____ Tierney ____ Struve
____ Onesirosan ____ Therres ____ Sutter
____ Budziszewski ____ Elholm ____ Serres
____ Cummings ____ Hubbard
____ Deshler
____ Eidbo
II. Agenda
The purpose of the work session is to discuss the following agenda items:
1) Commission candidate interviews:
• Alex Willard – Employee Review Board.
• Daniel Hron – Sustainability Commission.
2) Draft Climate Action Plan follow-up discussion.
3) Council liaison reports.*
4) Constituent issues update.*
5) City manager update.*
6) New business.*
7) Council comments and announcements.*
III. Adjournment
The work session adjourned at ______ p.m.
* Denotes no supporting information included in the packet.
Auxiliary aids are available upon request to individuals with disabilities by calling the city clerk at
(763) 531-1145 at least 96 hours in advance. TTY users may call Minnesota Relay at 711 or 1-800-627-3529.
DATE:
TO:
FROM:
SUBJECT:
May 15, 2026
Mayor and City Council
Adam R. Bell, City ManagerSarah Nissen, Administrative Program Specialist
Draft Climate Action Plan Strategies and Actions for Council Review
Overview
Attached for your review is a draft of the proposed strategy statements and supporting actions for
the City’s Climate Action Plan, prepared in coordination with the City’s climate action plan
consultant, paleBLUEdot.
The attached draft is intended to provide a high-level overview of the proposed direction, themes,
and organizational structure of the Climate Action Plan. The strategies and supporting actions are
still being refined and will continue to evolve based on Council feedback, community input, and
ongoing staff and consultant review.
The consultant team is currently working toward completion of the full draft Climate Action Plan.
A preview of the draft plan was presented at the May 14th Council work session summarizing the
overall framework, major themes, and recommended actions. That presentation is also attached.
At this stage of the process, staff is seeking Council review and initial feedback on the draft
strategies and supporting actions.
Each of the 119 Action Items needs to be prioritized into four categories:
1)The city should prioritize this strategy in the next 10 years.
2)The city should consider this strategy if feasible and resources are or become available.
3)The city should consider this strategy as aspirational, but may not be feasible within the
proposed time frame.
4)The city should not consider this strategy due to policy, fiscal, or feasibility challenges.
Staff will provide its perspective and feedback as well for each of the strategies. The final list will
become part of the final Climate Action Plan.
Memorandum
TL 1: Decrease community wide Vehicle Miles Traveled (VMT) by 5% by 2035
TL 1- 1 Adopt a Complete Streets policy to formalize the City’s commitment to safe, accessible streets for people of all ages and abilitfes, with flexible
guidance that considers network and surrounding context to balance all travel modes in street projects.
TL 1- 2 Following adoptfon of a Complete Streets Policy, conduct a community-wide assessment to determine current compliance, set improvement
targets, and prioritfze upgrades.
TL 1- 3 Identffy streets where a “road diet" (a reductfon in the number of travel lanes and/or effectfve street width, replacement of car lanes with bike
lanes) would achieve systemic improvements and establish a tfmeline to implement road diets.
TL 1- 4 Offer incentfves—such as density bonuses, or reduced parking requirements—for mixed-use developments that commit to sustainable
transportatfon practfces, including pedestrian and bicycle priority, enhanced bike parking, EV charging, discounted transit passes, and
appropriately priced parking.
TL 1- 5 Adopt or strengthen antf-idling measures for City operatfons and public educatfon on antf-idling requirements and benefits.
TL 2: Increase bicycle commuting and bike lane miles within the city by 100% by 2035. (Goal represents incresing bicycle
commutfng from 0.04% to at least 0.08%according to US Census 5 year estfmates and increasing bike lanes from 8.9 to at
least 18 miles in the city)
TL 2- 1 Develop a City of Crystal Bike and Pedestrian Plan to guide the development of a more connected network of protected and dedicated bike and
pedestrian facilitfes with increased safe road crossings, prioritfzing safe connectfons to schools, parks, transit, and commercial areas. Implement
recommended infrastructure chagnes by 2035.
TL 2- 2 Explore partnerships to create a Crystal Bike Hub offering mentorship, bike loans or earn-a-bike programs, guided rides, and opportunitfes for
residents to learn about effectfve bike commutfng in Crystal, and connect through cycling.
TL 2- 3 Collaborate with Robbinsdale Area Public Schools to conduct Safe Routes to Schools audits for all schools to identffy infrastructure
improvements that enhance pedestrian and bicycle safety, expand bike safety educatfon for students through public workshops and web
content, and explore "walking school buses."
TL 2- 4 Collaborate with Xcel Energy and other partners to promote and expand incentfves for eBike adoptfon, including low-cost loan or bulk-purchase
programs to reduce costs.
TL 2- 5 Host community challenges, events, or incentfve programs each year that encourage and celebrate walking and biking.
TL 2- 6 Create financial and zoning incentfves to expand convenient bike parking at commercial and multffamily developments and encourage sitfng
near existfng transit and bike share statfons where feasible.
TL 3: Increase public transit commuter ridership from 3.5% to 7% by 2035.
TL 3- 1 Explore opportunitfes to expand use of Transit Oriented Development (TOD) overlays to increase transit-friendly mixed use development, such
as 42nd Avenue, and the node at Douglas and 36th Street.
TL 3- 2 Preserve and expand affordable housing, especially near bus service, to prevent displacement of vulnerable populatfons through equity-focused
TOD overlays, community benefits agreements, or other zoning and land use tools.
TL 3- 3 Contfnue to improve availability and safety of first- and last-mile transit access through sidewalks, crossings, bike connectfons, shared mobility,
and supportfve land use around transit corridors.
TL 3- 4 Partner with Metro Transit, Robbinsdale Area Public Schools, Hennepin County and others to increase availability of educatfonal materials and
promotfon of public transit optfons and resources.
TL 3- 5 Advocate for better bus frequency, reliability, efficiency, and shelters (especially on streets without sidewalks). Work with Metro Transit and
Hennepin County to expand dedicated lanes, routes, and high-frequency service that improves travel-tfme equity with driving, prioritfzing
routes serving low-income areas, employment centers, and people with mobility challenges.
TL 3- 6 Collaborate with partners and service providers to introduce EV car share, e-bike share, or scooter share near retail and business areas,
prioritfzing locatfons near transit to support first- and last-mile connectfons. Require programs to provide proper use and safety educatfon
resources.
TL 4: Increase average population per developed acre 4% by 2035 (from 8.5 to 8.85 ppl/acre)
TL 4- 1 Use the Comprehensive Plan process to identffy vacant or underused land and assess opportunitfes for higher-density development, improved
walkability, better transit access, or additfonal greenspace.
TL 4- 2 Contfnue and increase awareness of Accessory Dwelling Units (ADU) to encourage their use, such as by establishing an example ADU library to
promote their use.
TL 4- 3 Explore ordinance changes such as eliminatfon or reductfon of R-1 zoning and other barriers that limit compact, walkable, and transit-
supportfve development.
TL 4- 4 Contfnue to evaluate parking minimums/maximums to reduce the underutflized surface parking and impervious surfaces throughout the city.
TL 4- 5 Explore Cluster Development zoning ordinance revisions to support flexible, compact residentfal development that preserves open space,
strengthens environmental protectfon, and reduces infrastructure costs.
Transportation and Land Use
TL 5: Increase battery electric vehicle (BEV) use to 15% of vehicles on the road by 2035 (from approximately 146 vehicles
to 2,555 vehicles citywide).
TL 5- 1 Develop a citywide EV Roadmap that assesses charging needs, including e-bikes and e-scooters, forecasts demand, identffies priority locatfons,
and guides expansion across public, residentfal, multffamily, and commercial areas using emerging technologies. Include a City EV infrastructure
master plan for municipal propertfes with a phased installatfon tfmeline.
TL 5- 2 Implement an "EV Ready" building ordinance that requires new developments to have wiring capacity to charge electric vehicles and establish
minimum EV parking requirements.
TL 5- 3 Collaborate with Xcel Energy and other partners to promote and expand incentfves for electric vehicles (EVs), and charging infrastructure for
residents and businesses, including low-cost loan or bulk-purchase programs to reduce costs.
TL 5- 4 Promote existfng, or develop, equitable incentfve programs to replace gas-powered lawn equipment with electric alternatfves for residentfal
and non-residentfal users.
TL 5- 5 Use waste hauler licensing or organized collectfon agreements to encourage, or require, the use of zero-emission waste hauler fleet vehicles
serving Crystal, targetfng 10% or greater zero emission fleets by 2035.
TL 6: Reduce City fleet vehicle emissions and fuel use by achieving 20% EV conversion of non -emergency gasoline
vehicles, converting 50% of diesel use to renewable fuels, and increasing remaining combustion fleet fuel efficiency by
5% by 2035.
TL 6- 1 Conduct an Electric Vehicle Suitability Assessment (EVSA) for the City fleet to identffy viable electric and alternatfve-fuel replacements in the
near, mid, and long term to meet the goals of this plan. Include City lawn and snow equipment in assessment..
TL 6- 2 Update City vehicle purchasing policies to default all purchases to zero emission electric/alternatfve fuels, with combustfon (ICE) vehicles
allowed only with documented need and emissions impacts considered.
TL 6- 3 Implement an EV pilot project to evaluate vehicle use for police vehicles. EV pilot projects may be implemented through short-term vehicle
trials provided by vehicle supply partners, term lease vehicles, or purchase.
Example: City of Edina and City of Roseville EV police patrol vehicle
TL 6- 4 Develop a diesel transitfon plan that prioritfzes renewable diesel or other lower-carbon fuels where electrificatfon is not yet feasible.
TL 6- 5 Install fleet telematfcs monitoring on all City of Crystal fleet vehicles (or at a minimum one vehicle for each vehicle class and use case within the
fleet). Use the telematfcs data to identffy on-going zero emission vehicle conversion optfons as well as fuel efficiency improvement
opportunitfes and targets.
Transportation and Land Use
BE 1: Improve total Citywide building energy efficiency 5% for electricity and 15% for natural gas by 2035.
BE 1- 1 Develop an energy benchmarking and reportfng program for commercial and multffamily buildings using ENERGY STAR Portiolio Manager or B3
Benchmarking. Explore benefits of making program voluntary or required.
BE 1- 2 Explore optfons to further discount the cost of Xcel Home Energy Squad visits for all households or offer free for income-qualified households.
BE 1- 3 Contfnue to partner with Xcel Energy to promote household partfcipatfon in the Home Energy Squad program. Goal: 100 households annually.
BE 1- 4 Establish an annual "Crystal Energy Challenge" competftfon, or actfvely promote partfcipatfon in Hennepin County challenges, to motfvate
partfcipatfon in energy efficiency programs. Establish annual targets of households/businesses to reach and award incentfves for top efficiency
achievements. Collaborate with Xcel energy for the program and tracking engagement.
BE 1- 5 Explore ordinance modificatfons, such as density bonuses, to incentfvize high performance or net zero constructfon.
BE 1- 6 Partner with groups such as Citfzens Utflity Board to host regular utflity bill clinics that help residents understand their bills, find savings, apply
for rebates, connect to energy and weatherizatfon assistance, and access discounted efficiency products.
BE 2: Increase adoption of high performance building construction technology, achieving 1/2% Net Zero buildings
citywide by 2035. (Net Zero buildings are energy efficient buildings that produce as much energy on -site as they consume
in a year)
BE 2- 1 After adoptfon of the 2026 State Building Code, establish and promote a voluntary Crystal Stretch Energy Code to encourage high-efficiency
constructfon. Provide informatfon about the stretch code with all zoning and building applicatfons, encourage voluntary adoptfon, and consider
requiring projects receiving City financial incentfves to meet or exceed it. Goal: by 2032, 15% of new residentfal and non-residentfal building
permits are Net Zero or Net Zero Ready.
BE 2- 2 Create a Net Zero Energy Building Guide, or compile existfng resources, to help building owners, renters, developers, designers, and contractors
plan new constructfon and renovatfons that achieve Net Zero Energy or are Net Zero Energy ready. Include a project checklist for identffying
and documentfng sustainable design and constructfon strategies.
BE 2- 3 Consider development guidance, incentfves, or policy updates that encourage high-performance buildings beyond minimum code.
BE 2- 4 Incorporate clean energy standards and requirements into the planned unit development (PUD) ordinance.
BE 3: Achieve "fuel switching" of 20% of buildings using on -site fossil fuel combustion to electrification or renewable
fuels by 2035. (13.2% of existfng households use electric heat according to census and natural gas utflity data. Goal would
result in 33.2% of households using electric heat).
BE 3- 1 Launch an annual Electrificatfon & Energy Efficiency Group Purchase Campaign to lower costs and increase adoptfon. This actfon may be
combined with a renewable energy group purchase program. Target: 50 households and 5 businesses per year.
BE 3- 2 Partner with Xcel Energy, Hennepin County and others to develop programs or incentfves that reduce electrificatfon barriers for income-
qualified households and rental propertfes.
BE 3- 3 Collaborate with the Electrify Everything Minnesota campaign to educate community and promote the benefits of electrificatfon.
BE 4: Increase customer owned or purchased renewable electricity to 20% of citywide building electric use by 2035
(10% on-site and 10% green source purchase - existfng is 1.5% on-site and 1.5% green source purchase).
BE 4- 1 Collaborate with Xcel Energy to increase awareness of available renewable energy purchasing optfons for customers.
BE 4- 2 Establish a Solar Ready Home Certfficatfon, or a Solar Ready Ordinance to require all commercial, instftutfonal, and multf-family buildings to be
solar-ready. Support actfon with Solar-Ready Guide and checklist. Goal 100% solar ready new constructfon by 2035.
BE 4- 3 Coordinate an annual Solar Group Purchase Campaign to reduce installatfon costs through bulk buying, designed with an equity focus and
support for small local installers. Goal: 40 households annually; may be combined with electrificatfon and efficiency group purchase programs.
BE 4- 4 Increase solar permitting ease by becoming a SolSmart Silver or Gold level city. Collect and maintain data on solar array name plate capacitfes
and estfmated annual generatfon to support community-wide goal progress tracking.
BE 4- 5 Partner with Xcel Energy, Hennepin County and other local organizatfons to provide informatfon, resources, and technical assistance on
renewable energy systems and available incentfves and distribute them through print, realtors, and an online hub.
BE 5: Improve total municipal building energy efficiency 5% for electricity and 15% for natural gas by 2035. (including
City-owned water and wastewater infrastructure).
BE 5- 1 Adopt a policy requiring municipal buildings to meet energy efficiency standards that support plan goals, such as a designated ENERGY STAR
scores, SB 2030 or LEED. Apply the standards to new constructfon and major renovatfons, and incorporate Net Zero Energy goals into design,
constructfon, and request for proposal (RFP) processes.
BE 5- 2 Based on the City’s 2026 City Facility Solar Feasibility Assessment and Master Plan, conduct detailed energy assessments for all Energy
Benchmark Priority 1 facilitfes within 1–2 years and Priority 2 facilitfes within 4 years, identffying upgrades needed to meet or exceed Minnesota
energy code and achieve an ENERGY STAR score of 75 or higher. Implement upgrades within 5 years.
BE 5- 3 Contfnue conversion of City-owned streetlights and signals to LED. Complete 100% conversion by 2035. Encourage electric utflitfes to convert all
utflity-owned streetlights to LED.
BE 6: Achieve 50% municipal building renewable electricity use and 30% "fuel switching" from on -site fossil fuel
combustion to electrification by 2035. (renewable electricity to include on-site and green source purchase)
BE 6- 1 Adopt a policy for all new municipal buildings to meet a zero on-site fossil fuel combustfon standard.
BE 6- 2 Based on the City’s 2026 City Facility Solar Feasibility Assessment and Master Plan, issue one or more design-build RFPs for Priority 1 and
Priority 2 solar sites using a competftfve process. Request proposals for direct purchase, financing, and third-party delivery models, and consider
bundling sites to reduce costs through bulk procurement. Require all optfons to preserve City ownership of the renewable energy credits
generated by installed systems.
BE 6- 3 Conduct an Electrificatfon Assessment and Actfon Plan to prioritfze electrifying all City facilitfes, including new and existfng buildings, address
energy storage needs, and implement recommendatfons by 2036. Share results as a case study highlightfng challenges, solutfons, and lessons
learned.
BE 6- 4 Explore microgrid opportunitfes centered around municipal facilitfes.
Buildings and Energy
WM 1: Decrease total annual municipal solid waste handled 10% by 2035.
WM 1- 1 Explore establishing organized waste hauling.
WM 1- 2 Use waste hauler licensing or organized collectfon agreements to encourage customer educatfon on recycling, waste reductfon, and diversion,
and to establish rate structures that incentfvize greater diversion such as Pay-As-You-Throw.
WM 1- 3 Establish a Towards Zero Waste policy for City operatfons with annual reductfon targets. Update event permits to include recycling and organics
collectfon, and apply the policy to outside facility users. Encourage local schools and public agencies to adopt similar policies.
Resources: https://www.zerowaste.com/blog/zero-waste-policy-and-legislatfon/
https://ecocycle.org/our-programs/boulder-county-model/zero-waste-programs/schools-programs/schools-guide/ http://
www.zerowastechallenge.org/curriculum.html
WM 1- 4 Collaborate with partners to establish a Library of Things and host regular Repair Cafes and stuff swaps to reduce consumptfon and extend
product life. Explore Hennepin County Community Zero-Waste Grant to support implementatfon and promotfon.
WM 1- 5 Explore partnerships to establish a Resilient Crystal to-go food container program to offer Crystal restaurants a viable, re-useable to-go food
packaging optfon.
WM 1- 6 Consider an ordinance requiring either recyclable or compostable single-use containers or reusable containers for to-go food packaging.
WM 1- 7 Consider requiring constructfon and demolitfon projects to submit waste management plans that meet plan-aligned diversion targets, with
higher standards for City-funded or incentfvized projects.
WM 2: Increase solid waste diversion to 34% for recycling and 20% for organics by 2035. (existfng is 21.8% recycle
diversion and 14.4% organic diversion).
WM 2- 1 Collaborate with Hennepin County Community Recycling Ambassadors and other partners to increase partfcipatfon in recycling and organics
collectfon through a branded outreach campaign, trusted community messengers, and starter kits such as bins and bags. Explore Hennepin
County’s Community Zero-Waste Grant to support program launch and promotfon.
WM 2- 2 Promote use of Hennepin County's Business Recycling grant program to increase business and non-profit organics diversion partfcipatfon.
WM 2- 3 Increase promotfon of backyard compostfng and increased offerings of free or low-cost bins and educatfonal materials. Share guidance on
proper methods to reduce odor and visual impacts.
WM 2- 4 Partner with Hennepin County and the Recycling Ambassador program to reduce barriers to recycling partfcipatfon at multffamily and
commercial propertfes.
Waste Management
W 1: Promote reduced water consumption and wastewater generation Citywide with a targeted per capita reduction
of 5% each by 2035.
W 1- 1 Explore changes to water rates, such as progressive billing rates, to encourage and promote water conservatfon.
W 1- 2 Explore modificatfons to the City's lawn watering restrictfons to strengthen water conservatfon, including restrictfons on private well irrigatfon,
incentfves or requirements for rain and soil sensors on manual systems, rain barrel rebates or exemptfons, and fewer allowable watering days
per week.
W 1- 3 Increase promotfon of Hennepin Recycling Group’s discounted rain barrel sale.
W 1- 4 Collaborate with partners to establish a branded community water conservatfon program focused on adoptfon of low-flow water fixtures in
homes and businesses, prioritfzing low-income residents. Goal: achieve 50 households and 5 businesses upgraded annually.
W 1- 5 Explore opportunitfes for pressure management systems to decrease water distributfon water loss. Goal: 40% loss reductfon by 2035.
W 1- 6 Require rainwater collectfon for irrigatfon and WaterSense-certffied fixtures in new City projects and City-funded developments, and provide
guidance and technical assistance to support implementatfon.
W 2: Strengthen and implement climate-ready stormwater, flood-mitigation, and watershed protection standards to
improve groundwater, stream, river, and wetland health.
W 2- 1 Establish a Green Streets policy to guide integratfon of green stormwater infrastructure into street projects to reduce flooding and improve
water quality.
W 2- 2 Increase natfve plantfngs and install stormwater best management practfces (BMP) on City-managed property. Goal: 100% of all impervious
surfaces on City propertfes flowing to a BMP water quality practfce by 2035. Explore opportunitfes to partner with watershed districts.
W 2- 3 Establish a program, or collaborate with partners, to inspect, maintain, and repair existfng rain gardens and stormwater practfces.
W 2- 4 Explore opportunitfes for stormwater utflity credits to incentfvize increased adoptfon of green infrastructure strategies.
W 2- 5 Encourage, incentfvize, or require new development and redevelopment projects to incorporate low-salt site design practfces that reduce
winter maintenance needs, such as orientfng buildings and parking areas to maximize winter sun exposure, improve drainage, reduce icy
conditfons, and limit reliance on deicing salt.
Water
GE 1: Increase tree cover, particularly in the priority neighborhoods, 20% over the existing tree canopy coverage by
2040. (from 32% to 38% of community-wide ground cover - an estfmated 1,820 new trees planted annually)
GE 1- 1 Expand tree plantfng in priority neighborhoods, parks, schools, and rights-of-way, focusing on areas with lower canopy cover and higher heat
exposure and emphasizing shade equity, species diversity, and long-term maintenance.
GE 1- 2 Contfnue and expand the annual program offering free or discounted trees to residents. Goal: 150 trees per year.
GE 1- 3 Adopt a No Net Loss policy requiring that any removed public street or park tree be replaced and maintained. If on-site replacement is not
feasible, the tree should be planted nearby or within a City-designated tree bank.
GE 1- 4 Update the City’s landscape ordinance to increase minimum tree coverage and new tree size for new development and expansions and
strengthen tree protectfons. Explore optfons to minimize or eliminate burdens on low-income property owners such as flexible mitfgatfon for
income-qualified single family homes or establishing "Green Zone" incentfves.
GE 2: Increase pollinator supportiveness and achieve a 10% turf replacement with native grasses and wildflowers
citywide by 2035 (approximately 12 acres annually)
GE 2- 1 Conduct a turf analysis of parks and City facilitfes to identffy public lawn areas suitable for conversion to pollinator-friendly natfve grasses or
forested landscapes based on soil and topography. Develop an implementatfon plan and carry out priority conversions.
GE 2- 2 Collaborate with partners to a branded climate-friendly yards initfatfve with educatfon, demonstratfon sites, incentfves, and accessible technical
support for natfve landscaping across renter, homeowner, and multffamily propertfes.
GE 2- 3 Publish a preferred plant list and transitfon City landscaping areas to natfve species.
GE 2- 4 Revise City ordinances to reduce or remove lawn and turf requirements and establish clear standards for natfve plantfngs and prairie-style
landscapes and reduced barriers to prairie-style landscaping wtfhing right-of-ways, while maintaining appropriate nuisance enforcement.
GE 2- 5 Promote existfng and future turf replacement programs across the city such as Lawns to Legumes and watershed district program s.
GE 3: Reduce heat island effect through citywide “dark” impervious surface coverage reduction of 5% by 2035,
particularly in neighborhoods identified with higher heat island impacts (approximately 5 acres annually - goal intent is
to retain safe accessibility for pedestrians and alternatfve modes of transportatfon).
GE 3- 1 Revise parking lot guidelines to require plantfng islands with a mix of canopy trees, shrubs, and groundcovers suited to the site to support long-
term growth and reduce heat-island effects.
GE 3- 2 Explore opportunitfes to promote green roof adoptfon through the City's stormwater utflity fee through fee incentfvized fee and credit
structure.
GE 3- 3 Evaluate underutflized paved areas citywide and incentfvize conversion to more beneficial uses such as sustainable green space or
redevelopment for commercial or residentfal purposes.
GE 3- 4 Encourage City-funded projects, and encourage approved planned unit development (PUD), and Conditfonal Use commercial projects to include
heat island mitfgatfon strategies such as cool surfaces, solar-friendly shading, reduced impervious surfaces, and breeze capture.
Greenspace and Ecosystems
HS 1: Assist the City's climate vulnerable population in preparing for and mitigating climate change impacts (prioritfzed
based on elevated risk sensitfvitfes as outlined in the City’s Climate Vulnerability Assessment)
HS 1- 1 Collaborate with Hennepin County, Robbinsdale Area Public Schools and other partners to identffy climate-vulnerable residents and connect
them with preparedness resources, emergency communicatfons, and resilience support.
HS 1- 2 Explore opportunitfes for establishing Resilience Hubs where community members could gather for emergency shelter, cooling, heatfng, and
essentfal services.
HS 1- 3 Collaborate with partners to create and promote a Home and Neighborhood Resilience Checklist that provides guidance and resources for
supportfng social connectfons, resource-sharing, mutual aid, and household resilience during climate-related challenges.
HS 1- 4 Collaborate with partners to launch a branded "Resilient Crystal Together" public climate health and safety educatfon campaign using
workshops, recurring communicatfons, a podcast, video series, or neighborhood-based events
HS 2: Increase resilience of infrastructure, mission critical, emergency services and health care facilities within the City
are prepared for impacts of climate change.
HS 2- 1 Assess climate risks to mission-critfcal facilitfes and emergency services and implement priority resilience upgrades, prioritfzing public-serving
facilitfes in highly vulnerable areas.
HS 2- 2 Install or plan for backup power, flood protectfon, cooling improvements, and emergency communicatfons upgrades at critfcal facilitfes,
prioritfzing sites used as shelters, response hubs, or service centers.
HS 2- 3 Evaluate opportunitfes for deployable solar microgrids and battery storage that can power public facilitfes during normal operatfons and be
moved as needed for emergency or disaster response. (https://www.footprintproject.org/)
Health and Safety
Economy
E 1: Develop the equitable workforce and entrepreneur opportunities of Climate Action in the economy to achieve 75
new sustainability careers within Crystal by 2035.
E 1- 1 Focus the City's economic development actfvitfes and prioritfes on attractfng green businesses that advance plan goals, especially those focused
on renewable energy, energy efficiency, repair and reuse, resilience, and quality of life for vulnerable residents.
E 1- 2 Explore partnerships to develop a green workforce initfatfve that supports training, internships, and career pathways in climate-related fields,
with expanded access for lower-income residents, youth, and underrepresented communitfes.
E 1- 3 Explore partnerships to increase support green Crystal businesses such as technical assistance, informatfon on leveraging state and regional
resources, etc
E 1- 4 Explore partnerships to strengthen Crystal’s repair and reuse networks. Work with reuse organizatfons and provide scholarships or training to
grow repair and reuse businesses, reduce waste, and create job opportunitfes, especially for underrepresented entrepreneurs.
E 2: Support local businesses operations in building climate resilience.
E 2- 1 Create a Crystal green business assistance program connectfng businesses to energy assessments, incentfves, technical assistance, and
resilience planning support. Prioritfze small businesses and those with fewer internal resources.
E 2- 2 Create a community-wide sustainability award to recognize and promote businesses that complete energy, electrificatfon, resilience, or waste-
reductfon improvements. Explore potentfal of Sustainability Commission managing and promotfng program.
E 2- 3 Explore partnerships to establish a Resilient Crystal project grant program to incentfvize and support sustainability initfatfves that align with the
Resilient Crystal plan.
E 2- 4 Make sure key business infrastructure such as internet, telecommunicatfons, are recognized in the City’s general hazard mitfgatfon plan and
emergency response plan.
E 3: Establish sustainable financing for the City’s climate action implementation.
E 3- 1 Establish a policy that accounts for all energy efficiency and renewable energy operatfonal cost savings of City buildings and fleets. All savings
to be invested into a Resilient Crystal Fund as one source of financing for the City's environmental sustainability efforts.
E 3- 2 Establish a utflity franchise fee and commit funds to supportfng the street and transportatfon infrastructure in support of plan goals, such as
complete streets, green streets, and bike infrastructure needs, etc.
E 3- 3 Establish a policy that requires City infrastructure projects and capital budgets to incorporate climate risk and vulnerability analysis and
adaptatfon plans to ensure that future spending contributes to resilience and achieving this plan's goals.
E 3- 4 Explore a dedicated sustainability and resilience funding mechanism, such as a “resilience penny” sales tax or a property tax increase of $0.01
per $100 of assessed value. Revenue could fund strategies directly or serve as a repayment source for bond financing.
FA 1: Increase and support local food production and access —especially programs and initiatives that serve low-
income and food-insecure residents.
FA 1- 1 Identffy City-owned land, park space, and other suitable sites to increase opportunitfes for community gardens, orchards, edible landscaping,
and small-scale food productfon. Prioritfze locatfons that serve low-income and food-insecure communitfes and develop an implementatfon
plan. Explore partnership with Robbinsdale Area Public Schools for use of outdoor classrooms.
FA 1- 2 Partner with gardening groups, schools, food shelves, and community organizatfons to expand local food-growing opportunitfes. Explore
partnership with Robbinsdale Area Public Schools for use of outdoor classrooms.
FA 1- 3 Create incentfves for developers and large property owners to include space in new constructfon, or for the removal of underutflized paved and
turf grass areas to establish community gardens.
FA 1- 4 Establish a locally-sourced food procurement policy for City of Crystal operatfons. Explore inclusion of a plant-based requirement. Encourage
school districts, hospitals, and other government agencies in Crystal to adopt similar policies.
FA 2: Reduce food waste and hunger, achieve a 25% reduction in food insecurity Citywide by 2035.
FA 2- 1 Expand partnerships to rescue edible food from businesses, schools, and instftutfons and redirect it to residents in need.
FA 2- 2 Promote annual partfcipatfon in Hennepin County's "Stop Food Waste Challenge".
FA 2- 3 Explore partnerships with Hennepin County and others to increase community partfcipatfon in available food security programs.
FA 2- 4 Explore partnerships to establish programs that connect locally grown food and culturally relevant food resources with residents experiencing
food insecurity.
Food and Agriculture
Implementation
I 1: Organize for Resilient Crystal 2035 plan implementation.
I 1- 1 Provide clear guidance for how all City of Crystal departments will support and partfcipate in Sustainability and Resilience Plan implementatfon,
and encourage ongoing staff training aligned with plan goals and actfons.
I 1- 2 Establish a cross-departmental SRP Implementatfon Team to coordinate and prioritfze actfons, track and report progress, and work with City
Administratfon to prepare annual implementatfon plans for City Council approval through the budget process, including tfmelines, funding,
capital improvement plan (CIP) integratfon, staffing, and accountability.
I 1- 3 Work with the Sustainability Commission to develop annual work plans that identffy committee prioritfes for plan implementatfon and support.
I 1- 4 Adopt a policy requiring all existfng and future City policies and ordinances to be reviewed for alignment with the Resilient Crystal 2035 plan
and included in commission and council review materials.
Resource: paleBLUEdot Plan Alignment Memo
I 1- 5 Adopt a policy requiring all development proposals to be reviewed for alignment with the Resilient Crystal 2035 plan.
Resource: paleBLUEdot CAP-Aligned Development Review Checklist
I 1- 6 Maintain and support sustainability staffing needed for plan implementatfon efforts.
I 1- 7 Establish a coordinated communicatfon and educatfon campaign annually supportfng the communicatfon and educatfonal needs of each of the
Resilient Crystal plan sectfons and illustratfng implementatfon of the plan as a community priority. Explore use of existfng, expanded, and new
communicatfon channels.
I 1- 8 Regularly evaluate plan progress and impacts (every 1–2 years), including updated community-wide and municipal greenhouse gas (GHG)
inventories, present progress to City Council, and adjust strategies and actfons as needed. Consider establishing a progress dashboard on the
city's website.
City of Crystal
Draft
Climate Action Plan
City Council Presentation
5/14/26
Vulnerability Assessment
GHG Inventory and Forecast
Ground Cover
Renewable Energy Potential
This was a process document
to help the planning team and
have a place to start the
conversation!
Baseline Studies+Community Survey/Input
Our Process
City Facility Solar Master Plan
Our Process –What We Heard
Our Process –What We Heard
Our Process
Resilient Crystal 2035 Diary –Collective Visioning
•Globally, 25 of
the 26 hottest
years on record
have occurred
since the year
2000
•The hottest
years of all have
been the last
12years
Plan Components
Achieving the Climate Action and Plan goals will lower city-wide GHG
emissions to 75,089 metric tons by 2035, a 49.2% reduction
from 2016 levels.
Totaling an 8-year cumulative reduction of over 399,654 metric tons,
equal to eliminating 7.8 billion cubic feet of human-made greenhouse
gas atmosphere.
Impacts
Impacts
Community Input Session 5/23
Location: City Hall
Draft Plan for public review available onlineAvailable May 20th through July 6th , 2026
https://palebluedot.llc/resilient-crystal-draft-menu
Q+A
Next Steps
Bring Final Draft Back to Council
Anticipated July 21 st
Shared PDF File of Full Draft Plan to Council 5/18
Sustainability Commission Review
June 18 th
Page 1 of 3
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
Posted: May 15, 2026
City Council Meeting Agenda
Tuesday, May 19, 2026
7 p.m.
Council Chambers/Zoom Meeting
The city manager’s comments are in bold.
1. Call to Order, Roll Call, and Pledge of Allegiance
2. Approval of Agenda
The council will consider approval of the agenda.
3. Appearances
3.1 Chief Hubbard will introduce Officer Frank Deblieck, who has completed probation.*
4. Consent Agenda
The council will consider the following items, which are routine and non-controversial in nature,
in a single motion:
4.1 Approval of the minutes from the following meetings:
a. The city council meeting on May 5, 2026.
b. The city council work session on May 5, 2026.
4.2 Approval of disbursements over $25,000 submitted by the finance department.
4.3 Approval of the list of license applications submitted by the city clerk.
4.4 Adoption of a resolution accepting donations.
4.5 Adoption of a resolution approving the purchase of a street sweeper for the Public Works
Department.
4.6 Adoption of a resolution authorizing agreements with Metropolitan Council for light rail
transit.
4.7 Approval of the appointment of Lilliana Hawthorne to the Parks and Recreation Commission.
4.8 Approval of the appointment of Jordan Pinneke to the Inclusion and Diversity Commission.
4.9 Adoption of a resolution declaring several diseased trees on private properties as public
nuisances and ordering them abated.
4.10 Adoption of a resolution approving the Construction Cooperative Agreement with Hennepin
County for the Douglas Drive safety improvement project.
4.11 Adoption of a resolution recognizing June as Pride Month.
Page 2 of 3
5. Open Forum
(The city council appreciates hearing from citizens about items of concern and desires to set aside
time during each meeting for open forum. To provide ample opportunity for all, speaking time is
limited to three minutes, and topic discussion is limited to ten minutes. The mayor may, as
presiding officer, extend the total time allowed for a topic. By rule, no action may be taken on any
item brought before the council during open forum. The council may place items discussed
during open forum onto subsequent council meeting agendas.)
6. Regular Agenda
6.1 The council will consider a resolution approving a conditional use permit for a religious
institution at 4801 Welcome Ave. N.
Islamic Education and Cultural Center proposes renovating the vacant building at 4801
Welcome Ave. N. for use as a mosque and related uses. The property is zoned
Neighborhood Commercial, and religious institutions are allowed in that district as a
conditional use. The Planning Commission held the public hearing on May 11, and several
residents spoke in opposition to the project, citing traffic and parking as primary concerns.
Among the conditions recommended by staff are a 75-person limit based on 25 off-street
parking spaces, and that the applicant will pay the city’s costs for no parking signs on the
Welcome and 48th Avenue street frontages abutting the property. The Commission
unanimously recommended approval with the staff-recommended conditions, plus an
additional condition requiring at least 30 minutes between the end of one worship service
and the start of the next, and recommended that the City Council adopt resident parking
only for the surrounding neighborhood. Because a resident parking-only restriction would
not be based on a known, actual problem, but instead would be speculative, based on
assumptions about how the facility will operate, staff does not recommend exploring such
a restriction at this time. If an actual on-street parking problem emerges in the future, the
City Council could consider imposing such a restriction. Council action on the CUP approval
resolution is requested.
6.2 The council will consider a resolution modifying parking restrictions on 48th and Welcome
Avenues N.
If the Conditional Use Permit is approved for 4801 Welcome Ave. N., City Council action
would be required to establish no-parking zones on the Welcome and 48th Avenue street
frontages abutting the property. Council action on the resolution is requested.
7. Council Comments and Announcements
a. The city’s second Climate Action Plan Community Meeting is Saturday, May 23, from 3:30 – 5
p.m., at city hall.
b. City offices will be closed on Monday, May 25 in observance of the Memorial Day holiday.
c. The city will be hosting a public meeting to present an overview of infrastructure funding
needs and potential solutions on Wednesday, May 27, at 6 p.m. at city hall.
d. The Sustainability Commission is accepting submissions of sustainable home and garden
practices for its Sustainable Tour of Crystal until June 1. Visit crystalmn.gov to learn more.
e. The next city council meeting is Tuesday, June 2, at 7 p.m., in the council chambers at city hall
and via Zoom.
Page 3 of 3
f. To accommodate Crystal residents practicing No Mow May, the city waits until June 1 to begin
long grass enforcement.
g. The city’s Kick Off to Summer Celebration is Saturday, June 13, from 11 a.m. - 2 p.m., at
Becker Park.
h. The Crystal Airport Open House and Fly-in is Sunday, June 21, from 8 a.m. – 3 p.m.
i. Metro Transit will have a community update meeting about the Blue Line Extension project on
Thursday, June 25, from 5 – 7 p.m., at the Crystal Community Center.
j. The city is accepting applications for several volunteer positions on our boards and
commissions. For more information, please visit go.crystalmn.gov/volunteer.
k. City council meetings and work sessions are open to the public. Current and previous
meetings are available to view and listen to at www.crystalmn.gov.
8. Adjournment
* Denotes no supporting information included in the packet.
Have a great weekend; stay healthy. See you at Tuesday’s meeting.
Crystal City Council meeting minutes May 5, 2026
Page 1 of 2
1.Call to Order
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the Crystal City Council meeting was held on May 5, 2026, at 7 p.m. in the council chambers at city
hall, 4141 Douglas Dr. N. in Crystal, MN, and via Zoom. Mayor Deshler called the meeting to order.
Roll Call
Mayor Deshler asked the city clerk to call the roll for elected officials. Upon roll call, the following
attendance was recorded:
Council members present: Eidbo, Kamish, Kiser, Onesirosan, Cummings, and Deshler.
Council Member Budziszewski was absent.
City staff present: City Manager A. Bell, City Attorney R. Tierney, Police Chief B. Hubbard, Deputy
Police Chief P. Underthun, Recreation Director J. Elholm, Public Works Director/City Engineer J. Struve,
Recreation Services Manager M. Margo, and City Clerk C. Serres.
Pledge of Allegiance
Mayor Deshler led the council and audience in the Pledge of Allegiance.
2.Approval of Agenda
The council considered approval of the agenda.
Moved by Council Member Cummings and seconded by Council Member Kiser to approve the agenda.
Motion carried.
3.Proclamations
3.1 The Mayor proclaimed May 6, 2026, as Arbor Day in the City of Crystal.
3.2 The Mayor proclaimed May 10–16, 2026, as National Police Week and May 15, 2026, as Peace
Officers Memorial Day in the City of Crystal.
3.3 The Mayor proclaimed May 17–23, 2026, as Public Works Week in the City of Crystal.
4.Consent Agenda
The council considered the following items, which are routine and non-controversial in nature, in a
single motion:
4.1 Approval of the minutes from the following meetings:
a.The city council meeting on April 21, 2026.
b.The city council work session on April 21, 2026.
4.2 Approval of disbursements over $25,000 submitted by the finance department.
4.3 Approval of the list of license applications submitted by the city clerk.
4.4 Adoption of Resolution No. 2026-57, approving the 2026 Infrastructure Improvement Project
New Hope – Crystal Joint Powers Agreement.
4.5 Adoption of Resolution No. 2026-58, authorizing the purchase of a router for the Public Works
Department.
4.6 Adoption of Resolution No. 2026-59, authorizing a Hennepin County Youth Activities Grant
application for Cavanagh Park.
4.1(a)
Crystal City Council meeting minutes May 5, 2026
Page 2 of 2
4.7 Adoption of Resolution No. 2026-60, canceling special assessments at 5416 51st Ave. N.
Moved by Council Member Kiser and seconded by Council Member Kamish to approve the consent
agenda.
Motion carried.
5. Open Forum
No public comment was given during open forum.
6. Regular Agenda
There was no Regular Agenda business.
7. Council Comments and Announcements
The council and staff made announcements about upcoming events.
8. Adjournment
Moved by Council Member Cummings and seconded by Council Member Kamish to adjourn the
meeting.
Motion carried.
The meeting adjourned at 7:14 p.m.
___________________________________
Julie Deshler, Mayor
ATTEST:
_____________________________________
Chrissy Serres, City Clerk
4.1(a)
Crystal City Council work session minutes May 5, 2026
Pursuant to due call and notice given in the manner prescribed by Section 3.01 of the City Charter,
the Crystal City Council work session was held at 6:30 p.m. on May 5, 2026, in the upper community
room at city hall, 4141 Douglas Dr. N., Crystal, MN, and via Zoom. Mayor Deshler called the meeting to
order.
I.Attendance
The city manager recorded the attendance for city council members and staff:
Council members present: Eidbo, Kamish, Kiser, Onesirosan, Cummings and Deshler.
Council Member Budziszewski was absent.
City staff present: City Manager A. Bell, City Attorney R. Tierney, Police Chief B. Hubbard, Deputy
Police Chief P. Underthun, Public Works Director/City Engineer J. Struve, Recreation Director J.
Elholm and Recreation Program Manager M. Margo.
II.Agenda
The council and staff discussed the following agenda item:
1)Commission candidate interviews:
•Lilliann Henthorne – Inclusion and Diversity, Parks and Recreation (Ward 1).
•Jordan Pinneke – Inclusion and Diversity (Ward 3).
At 6:58 p.m., Mayor Deshler recessed the work session.
Mayor Deshler reconvened the work session at 7:19 p.m. to continue discussion of the following
agenda items:
2)Crystal Frolics.
3)Tobacco/Kratom follow-up.
4)Constituent issues update.
5)New business.
6)Council comments and announcements.
Mayor Deshler left the work session at 8:34 p.m. Council Member Kamish served as Mayor Pro Tem.
III.Adjournment
The work session adjourned at 9:12 p.m.
Julie Deshler, Mayor
ATTEST:
Adam R. Bell, City Manager
4.1(b)
DATE: May 12, 2026
TO: Adam R. Bell, City Manager
City of Crystal City Council
FROM: Jodi Bursheim, Contracted Finance Director
RE: Expenditures over $25,000
Payee Amount
Center for Energy & Environment Home Improvement Grants $29,697.19
LOGIS Software & IT Services $185,510.18
WSB LLC 2026 Reconstruction, GIS Migration, & Park Design $53,114.95
Continua Interiors Desk Installations at Public Works & City Hall $28,122.47
Core & Main LP Radios for City Wide Radio Upgrade Project $131,220.00
Harris St Paul Inc Public Works Mechanic Heater Upgrade $65,088.00
Laketown Electric Corporation City Hall Generator Upgrade $119,650.00
IRS - EFTPS Federal & FICA Withholding Taxes for 5/8/26 Pay Date $89,706.42
$702,109.21
Description
4.2
Page 1 of 1
City of Crystal Council Meeting
May 19, 2026
Applications for City License
Rental (new)
5608 Vera Cruz Ave. N. – Jacob and Blessing Juetten (Conditional)
8017 33rd Pl. N. – Sara Ryan and Alex Gerdes (Conditional)
Rental (renewal)
5936 Elmhurst Ave. N. – Barbara Clark (Conditional)
2709-2711 Hampshire Ave. N. – Joshua Breitung and Martin Kosto
3109 Hampshire Ave. N. – Rent it LLC (Conditional)
5330 Idaho Ave. N. – Anil Patel (Conditional)
5001 Jersey Ave. N. – Invitation Homes
3970 Kentucky Ave. N. – Brian Bona
3524 Kyle Ave. N. – Fowzia Omar (Conditional)
6719 Lombardy Ln. – Pro Operam Sub II LLC
5733 Pennsylvania Ave. N. – Pedro Herrera
5640 Perry Ave. N. – Invitation Homes
5202 Quail Ave. N. – Jay Bawar (Conditional)
5409 Scott Ave. N. – New Covenant Properties LLC (Conditional)
5542 Toledo Ave. N. – Kathrin Long
3232 Welcome Ave. N. – Tanesha Roundtree (Conditional)
5230 Welcome Ave. N. – Afton Hughes (Conditional)
3832 Yates Ave. N. – Cindy Brausen
6901-6903 36th Ave. N. – Carl Hobus
5908 38th Ave. N. – Lauren Hannan
6825 46th Ave. N. – Stella Iwuchukwu
5101 56th Ave. N. – Kohl Bailey (Conditional)
6001 56th Ave. N. – R&G Housing (Conditional)
6017 56th Ave. N. – R&G Housing (Conditional)
4824 59th Ave. N. – HPA II Borrower 2019-1 LLC (Conditional)
Tree Trimmer
Birch Tree Care, LLC dba Birch Tree Care, 4343 White Bear Pkwy, Vadnais Heights, 55110 (pre-approved
by City Manager Bell on May 8, 2026)
Crystal Tree Service, 1000 Ladyslipper Lane N.E., Hanover, MN 55341
4.3
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026 – ___
RESOLUTION ACCEPTING DONATIONS
WHEREAS, Minnesota Statutes §465.03 requires that all gifts and donations of real or personal property
be accepted only with the adoption of a resolution; and
WHEREAS, said donations must be accepted by a resolution adopted by the City Council.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal to accept the following
donations:
Donor Purpose Amount
Rick Hendrickson General Park Improvements $10
Rick Hendrickson Youth Scholarship Fund $25
Melanie Yackley General Park Improvements $10
BE IT FURTHER RESOLVED, that the Crystal City Council sincerely thanks the above-named for their
generous donations.
Adopted by the Crystal City Council this 19th day of May 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
4.4
COUNCIL STAFF REPORT
DATE: May 19, 2026
FROM: Jesse Struve, PE, Director of Public Works / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve Purchase of Street Sweeper
Background
The 2026 Long Term Plan includes funding for the replacement of our Elgin broom street
sweeper funding is currently allocated for $320,000 for this purchase. The state contract for
replacement of broom sweeper is $340,210 but does not include the trade in value of the
existing sweeper. The trade-in for our old sweeper is $25,000 which will bring us into budget
($315,210).
Staff also obtained a quote for upgrading the broom sweeper to a regenerative air sweeper in
the amount of $376,180. This utilizes air compression and a vacuum to provide better removal
of leaves and fine particles. These have been proven to have much better removal efficiencies
of fine particles that impair downstream water sources. Staff submitted funding reimbursement
from both watershed districts. The additional cost to upgrade to the regenerative air sweeper is
approximately $36,000. The watershed districts agreed to reimburse the city approximately
$30,000 of that upcharge.
The total cost of new regenerative air sweeper after the trade-in and subtracting what the
watershed districts will fund is $321,325.
Requested City Council Action
Staff recommend approval of the purchase of the upgraded regenerative air sweeper in the
amount of $376,180.
Attachments
•Resolution
•Quote for Regenerative Air Sweeper
4.5
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
APPROVE PURCHASE OF A CASE LOADER #117
WHEREAS, the maintaining and reconstructing City infrastructure is an essential service in the
City of Crystal; and
WHEREAS, the City has developed a long-term plan for the replacement and maintenance of
vehicles and equipment in the fleet; and
WHEREAS, the City solicited quotes for the replacement of the sweeper; and
WHEREAS, the purchase of this upgraded sweeper improves operational capabilities while
maintaining the existing budget.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby approves the purchase of the Regenerative Air Sweeper
in the amount of $376,180.
Adopted this 19th day of May 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
4.5
4.5
4.5
COUNCIL STAFF REPORT
DATE: 5/5/2026
FROM: Christopher Jao, Transit Project Coordinator
TO: Mayor and City Council
City Manager Adam R. Bell
CC: Jesse Struve, Public Works Director
John Sutter, Community Development Director
RE: Consider a resolution regarding the authorization of the Cooperative Construction
Agreement and Subordinate Funding Agreements between METRO Blue Line Extension
and the City of Crystal
Background
Metropolitan Council is proposing to extend the existing METRO Blue Line light rail transit (LRT)
facility from Target Field station in Minneapolis through the cities of Robbinsdale, Crystal, and
Brooklyn Park to the vicinity of Highway 610 and Oak Grove Parkway. The extension would be
13.4 miles long and have 12 stations. Heavy construction would start in 2028, with the line
opening after 2030. To apply for federal funding, the Federal Transit Administration (FTA)
requires that key agreements be reached with corridor cities and independent agencies.
Crystal Segment
The Crystal segment spans 2 miles long with a station at Bass Lake Road. The LRT tracks would
be built in the median of Bottineau Blvd (commonly called County Road 81), which will be
reduced from six lanes to four to accommodate the new infrastructure.
A major interchange would be constructed at Bass Lake Road, allowing traffic on Bottineau Blvd.
to pass over via bridges without stopping. The Bass Lake Road station will be located at grade
between the bridges with pedestrian access provided from both the north (Bass Lake Road) and
the south (dedicated path passing under the bridges). Additionally, a part and ride lot will be
constructed on the west side of Bottineau Blvd., south of the existing telecom tower.
Anticipated property impacts include three total acquisitions: Cities Auto (5630 Lakeland), the
Schrader office building (5501 Lakeland), and U-Haul (5465 Lakeland). Regarding traffic, the only
major access change will be southbound Elmhurst Avenue, which will be limited to right turns at
Bass Lake Road. All other access movements will remain in approximately their existing locations
4.6
Contractual Agreements
Minnesota Statutes 473.3994 requires the Metropolitan Council and the City to enter into
Cooperative agreements to exercise their respective authorities in support of the project. The
Cooperative Construction Agreement defines the roles, responsibilities, and obligations for the
construction phase. The Subordinate Funding Agreement authorizes the design and associated
design fees for “local work” or city-funded work that will be included as part of the project.
Below is a list of the locally funded improvements. Attachment H & I define these in more detail.
A. Sanitary Improvements between Wilshire Blvd. and Bass Lake Road
B. Watermain Improvements along Lakeland Ave N (Near the Airport)
C. Watermain Lining on Bass Lake Road (W of Bottineau Blvd.)
D. Median Irrigation on Bass Lake Road
While color-changing lighting was originally explored for this SFA, both parties have agreed to
move this item to a future, standalone agreement. This will allow City staff additional time to
fully vet the specific equipment and operations and maintenance (O&M) details. Staff will only
bring a separate lighting SFA to the Council for consideration once a complete analysis is
finalized.
Requested City Council Action
Drafted copies of the Cooperative Construction Agreement, the Subordinate Funding
Agreement, and their associated exhibits are attached. City Staff have exhaustively reviewed the
contract in detail and extensively negotiated with the Project, including 7 revisions of the CCA,
and ensured utilities and O&M meet the long-term infrastructure and financial interests of the
City.
City staff therefore recommend that the City Council authorize the City Manager to execute the
Cooperative Construction Agreement and Subordinate Funding Agreement.
Attachments
E. Draft Cooperative Construction Agreement (CCA)
F. Draft (CCA Exhibits)
G. Draft Subordinate Funding Agreement (SFA)
H. Draft Subordinate Funding Exhibits
4.6
Council: 24I047
City: Crystal
COOPERATIVE CONSTRUCTION AGREEMENT
THIS COOPERATIVE CONSTRUCTION AGREEMENT (Agreement) is made and
entered into by and between the Metropolitan Council, a public corporation and political
subdivision of the State of Minnesota (“Council”), and the City of Crystal, a municipal corporation
under the laws of the State of Minnesota (“City”), individually “Party” and collectively “Parties”.
RECITALS
1. The Council plans to construct the METRO Blue Line Light Rail Extension Project,
an approximately 13.4-mile extension of the METRO Blue Line which will operate from
downtown Minneapolis through the cities of Robbinsdale, Crystal, Minneapolis, and Brooklyn
Park (“the Council Project”).
2. As part of the Council Project, certain infrastructure, such as sidewalks, roadways,
and utilities, will be improved in the corporate boundaries of the City (“the Project Funded
Improvements”).
3. The City has requested that certain local improvements be added to the Council
Project to achieve efficiency and minimize community impacts (“the Locally Funded
Improvements”).
4. The Project Funded Improvements and Locally Funded Improvements are
collectively referred to as “City Improvements.” The Council Project and City Improvements are
collectively referred to as the “Combined Project.”
5. The City Improvements identified in Exhibit A, which may be modified as set forth
herein, will be constructed with the Council Project and will be owned and maintained according
to this Agreement.
6. Under Minnesota statutory law and administrative rule, including Minn. Stat. §
237.163 and Minn. R. 7819.0050, et seq., the City has rights-of-way management authority and
has adopted a right-of-way management ordinance, Crystal City Code Chapter VIII Public Right-
of-ways, Section 800-Public Right-Of-Ways et seq. In furtherance of the Project, if requested by
the Council, the City will exercise its rights-of-way management authority.
7. The Parties entered into a Master Funding Agreement Council Contract No. 18I010
to provide a mechanism for the transfer of funds from the Council to the City for activities
undertaken by the City for the Combined Project, and for the transfer of City funds to the Council
for the Locally Funded Improvements.
8. The Council and City intend to enter into (a) separate Subordinate Funding
Agreement(s) (“SFA”) to address the cost and scope of the Locally Funded Improvements and to
4.6
2
reimburse the City for certain obligations set forth in this Agreement.
9. The Council and City desire to define the rights and responsibilities of the Parties
with respect to the construction of the Combined Project.
AGREEMENT
ARTICLE 1. PURPOSE
The purpose of this Agreement is to establish the terms and conditions under which the Council
and the City will cooperate in the design, construction, and implementation of the Combined
Project. This Agreement outlines the respective roles, responsibilities, and obligations of each
Party to ensure the successful and coordinated delivery of the Combined Project in a timely, cost-
effective, and efficient manner. The Combined Project may include design review, permitting,
utility coordination, construction management, inspection, and other activities.
ARTICLE 2. SUBORDINATE FUNDING AGREEMENTS
2.01 Transfer to Funds from the Council to the City. The Council will transfer funds to
the City for the Combined Project activities performed by the City according to SFAs which will
state the specific purpose for the funds and the City’s responsibility with respect to those funds.
Reimbursable activities performed by the City include, but are not limited to, staff support, utility
locating, surveying and development of as-built plans, and other construction activities which can
only be performed by City staff.
2.02 Transfer of Funds from the City to the Council. The City will transfer funds to the
Council for Locally Funded Improvements according to SFAs which will state specific purpose
for the funds, the Council’s responsibility with respect to those funds, and establish who will own
any constructed or remaining assets upon completion of the work. SFAs for Locally Funded
Improvements will be executed prior to the award of the construction contract for the Combined
Project. Subsequent City requests for Locally Funded Improvements or modifications to City
infrastructure will be addressed through construction Change Order Subordinate Funding
Agreement (“Change Order SFA”) or other change orders.
2.03 Change Order SFA. Prior to the start of construction, the City will execute a Change
Order SFA”) to address any change in scope of the Combined Project requested by the City that
results in an increased cost. The Change Order SFA will authorize designated City staff to review
and approve individual change order up to the stated dollar thresholds.
2.04 Other Change Orders. City-requested change orders exceeding the authorized
dollar limits in the executed Change Order SFA will need a new SFA or an amendment to the
associated SFA. The City is responsible for all costs associated with its requested changes and will
provide timely funding and written authorization to avoid delays or disruption to the Combined
Project.
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ARTICLE 3. EASEMENTS, PERMITS, AND ACCESS
3.01 Property Required for Locally Funded Improvements. Prior to the Council’s
construction solicitation, the City will acquire, at its own cost, all property for Locally Funded
Improvements. The Council will not acquire or fund any property interest on the City’s behalf for
Locally Funded Improvements and is not obligated to include the Locally Funded Improvements
in the construction solicitation if the necessary property interest is not acquired prior to issuance
of the bid.
3.02 Permits Required for Locally Funded Improvements. The City is solely responsible,
at its own cost, for obtaining all permits, approvals, and licenses required for the construction,
reconstruction, or installation of Locally Funded Improvements. This includes, but is not limited
to, grading permits, utility permits, stormwater permits, right-of-way use permits, and any other
local, state, or federal authorizations necessary to complete the Locally Funded Improvements.
The City will obtain such permits in a timely manner to avoid delay to the overall Combined
Project schedule and will ensure that all work performed under such permits for the Locally
Funded Improvements complies with applicable laws, regulations, and permit conditions. The City
will provide copies of all issued permits to the Council upon request.
The Council will not fund or acquire any permits on the City’s behalf for Locally Funded
Improvements and is not obligated to include the Locally Funded Improvements in the
construction solicitation if the permits are not issued prior to issuance of the bid.
3.03 Limited Right to Occupy. The Council and the City each grant the other, along with
their respective contractors, consultants, and agents, a limited, non-exclusive right to enter and
occupy portions of property owned or controlled by the granting Party as reasonably necessary to
perform construction, inspection, utility coordination, or related activities associated with the
Combined Project.
This limited right to occupy is temporary in nature, conveys no property interest or easement, and
will be exercised in a manner that does not unreasonably interfere with the granting Party’s
operations, facilities, or ongoing activities. Each Party will ensure its personnel and contractors
comply with all applicable safety protocols, site-specific requirements, and operational procedures
established by the property-owning Party.
Each Party is responsible for restoring any portion of the other Party’s property that it disturbs or
damages to a condition reasonably acceptable to the property-owning Party. Restoration will
comply with the standards set forth in City’s right-of-way restoration policies and specifications,
as may be updated from time to time, or as otherwise agreed in writing. Upon completion of its
activities, the occupying Party will promptly vacate the property and remove any materials,
equipment, or debris unless otherwise agreed in writing.
Nothing in this section limits either Party’s right to suspend or restrict access in the event of an
emergency, safety concern, or conflict with ongoing operations, provided that reasonable notice is
given where practicable.
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3.04 Right-of-way Management Powers. The City will exercise and utilize its right-of-
way management powers, authorities, ordinances, and policies in furtherance of the Combined
Project. This includes, but is not limited to, issuing permits, regulating access, and coordinating
utility work. Such coordination includes notifying and requiring permitted utilities and
unpermitted encroachments located in City right of way to relocate as necessary to avoid conflict
with or to accommodate the design, construction, operation, or maintenance of the Combined
Project. The City will further enforce restoration standards and manage public use of the right-of-
way as necessary to support the timely and coordinated implementation of the Combined Project.
The City will exercise its right-of-way management powers over City rights-of-way necessary for
the construction of the Project. This includes but is not limited to those powers pertaining to the
relocation of utilities within the City rights-of-way or utility easements. The City agrees to
promptly require private utilities to relocate from City rights-of-way or city utility easements, if
required for the Project. The Council agrees to coordinate the relocation process with the private
utilities and agrees to work with the City to facilitate any relocation. By exercising its right-of-way
management powers on behalf of the Project, the City is not agreeing to assume financial
responsibility for the relocation costs.
The City agrees to administer its right-of-way authority in a manner that facilitates Combined
Project delivery, minimizes conflicts, and supports the mutual objectives of the Parties consistent
with this provision and Section 3.06. Nothing in this Agreement will be construed to limit or impair
the City’s lawful exercise of its right-of-way management powers, provided that such authority is
exercised consistently with the goals and commitments set forth in this Agreement. Nothing in this
Agreement will be construed as creating a joint powers agreement under Minn. Stat. § 471.59 or
any similar legal structure.
3.05 Commissioner’s Orders. The Parties acknowledge that certain roadways
constructed or reconstructed as part of the Combined Project may be taken under the jurisdiction
of the Minnesota Commissioner of Transportation through Commissioner’s Orders in accordance
with applicable state law. The City agrees that, upon opening of the roadways under City’s
jurisdiction to public use and prior to the termination or rescission of any applicable
Commissioner’s Orders, the City will continue to perform or enforce routine maintenance of
impacted City streets and sidewalks, including but not limited to snow and ice removal, street
sweeping, pothole patching, and signage, to ensure safe and continuous use by the traveling public.
This Agreement may be modified or superseded by other agreements, including but not limited to
the forthcoming operations and maintenance agreement, which may include provisions that allow
for exceptions. Any such modifications or supersession must be documented and agreed upon by
all parties to be enforceable.
3.06 Utility Relocation. The Parties acknowledge that utility facilities located within the
Combined Project area may require protection, adjustment, or relocation to accommodate the
construction and operation of the Combined Project. The Council will coordinate with the City
during design and construction to identify potential public utility conflicts and will incorporate
necessary relocations into the Combined Project.
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Each Party agrees to cooperate in good faith to minimize delays and conflicts associated with
utility relocation and to share relevant plans, schedules, and field data to support effective
coordination. If relocation delays are anticipated, the responsible Party will promptly notify the
other in writing and propose mitigation measures.
3.07 Right-of-way Transfer to the City. Upon completion of construction and in
accordance with the terms of this Agreement, the Council will transfer to the City jurisdiction or
ownership of any portion of the Combined Project right-of-way intended for City operation and
maintenance, as identified in the final plans or as otherwise agreed in writing by the Parties. Any
such transfer will be conducted in compliance with all applicable Federal Transit Administration
(“FTA”) requirements, including but not limited to real property disposition and continuing control
obligations under 2 C.F.R. Part 200 and FTA Circular 5010.1F.
The City agrees to accept such right-of-way subject to any conditions or restrictions required by
the FTA, and to use, operate, and maintain the transferred right-of-way in a manner consistent with
the purposes for which federal funds were used. The Council will coordinate with the FTA, as
necessary, to secure any required approvals or documentation for the transfer.
The Parties agree to cooperate in good faith to complete any documentation required to effectuate
the transfer, including deeds, jurisdictional transfer agreements, and maintenance commitments,
and to ensure continued compliance with all applicable federal, state, and local requirements.
ARTICLE 4. PROCEDURE FOR ACCEPTANCE OF BIDS
4.01 Council Responsibility for Bidding. The Council will have sole responsibility for
conducting the bidding process for the Combined Project, including but not limited to, preparing
bid documents, advertising for bids, responding to bidder inquiries, evaluating bid submissions,
and awarding the contract(s). The Council also has sole discretion to accept or reject bids,
provided such decisions are made according to all applicable laws, regulations, and procurement
policies. The Council agrees to keep the City reasonably informed throughout the bidding process
and will provide the City with copies of the final bid documents and the selected bid prior to
contract execution.
4.02 Subordinate Funding Agreement Requirement. The parties agree to enter into a
SFA for each Locally Funded Improvement prior to the Council’s construction solicitation. Each
SFA will include funding for the estimated cost of the applicable Locally Funded Improvement,
plus a 10% contingency to account for potential change orders or other unforeseen costs.
4.03 City Review and Right to Accept or Reject Locally Funded Improvements Bids.
The Parties acknowledge that the not-to-exceed amount in the SFA is an estimate and is subject
to change based on the unit prices set forth in the contract with the successful bidder, and the final
quantities as determined by the Council's Authorized Representative.
If the successful bidder’s price for the Locally Funded Improvements is 120% or less of the not-
to-exceed amount in the SFA, the bid will be deemed accepted by the City and will be incorporated
in the Combined Project. The budget exhibit to the SFA may be revised to reflect
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the unit prices in the successful bid, and the final quantities as determined by the Council’s
designated representative, plus a 10% contingency. Such revisions will be completed no later than
30 days prior to contract award, in accordance with the process for exhibit revisions set forth in
the SFA.
If the bid exceeds 120% of the SFA not-to-exceed amount, the Council will provide the City with
the bid tabulations and the City will have 10 business days from receipt to provide notice of
acceptance or rejection of the Locally Funded Improvement bid(s). Such notice shall include the
date by which the City must respond. If the City does not respond within this period, acceptance
is deemed granted.
For all approved Locally Funded Improvements, the Parties will amend the applicable SFAs to
increase the SFA’s not-to-exceed amount reflecting the unit prices in the successful bid, and the
final quantities as determined by the Council’s Authorized Representative, plus a 10%
contingency no later than 30 days prior to contract award.
4.04 Descope and Cost Responsibility upon Rejection. If the City rejects the bid(s) for
the Locally Funded Improvements, the Council may proceed with awarding the contract
excluding the portion of the work rejected by the City. In such event, the City is responsible for
all design, engineering, and administrative costs incurred by the Council in connection with the
removal (descope) of the Locally Funded Improvements from the Combined Project. These costs
will be based on the estimate prepared by the Council’s Advanced Design Consultant and will
include an administrative fee equal to 3% of the estimated amount. The City agrees to enter into
an SFA with the Council to reimburse such costs within 30 calendar days of receiving a notice of
the City’s rejection of the Locally Funded Improvement bid(s).
If the City fails to execute the descope SFA within the required timeframe, the Parties will meet
and confer in good faith within ten 10 business days to resolve the issue. If the matter remains
unresolved, either Party may initiate dispute resolution as set forth in Article 14 of this Agreement.
4.05 Non-Award of Combined Project. In the event the Council elects not to award the
Combined Project for any reason, the Council will consult with the City regarding the potential
for rebidding the Combined Project. If the Council proceeds with a rebid, the City is responsible
for the cost of any redesign, re-engineering, or modification to the Locally Funded Improvements
portion of the Combined Project required in connection with the rebid. Such costs will be
documented in an SFA executed prior to the commencement of any redesign work.
4.06 Termination Upon Non-Award of Contract. If the Council elects not to award a
construction contract for the Combined Project, this Agreement will terminate without further
obligation or liability between the Parties. However, such termination does not relieve either Party
of its financial obligations under any executed SFAs. The City remains responsible for its share
of design costs incurred for Locally Funded Improvements, and the Council remains responsible
for reimbursing the City for any eligible costs incurred according to executed SFAs.
ARTICLE 5. CONSTRUCTION AND CONTRACT ADMINISTRATION
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5.01 Construction Administration. Except as otherwise set forth in this Agreement, the
Council will perform, direct, and supervise all construction, contract administration and inspection
it deems necessary or appropriate for the Combined Project. Where such work involves City
infrastructure, the Council will ensure that the City has had an opportunity to inspect the work
according to Article 10 of this Agreement. All work will be performed by the Council or the
Council’s Contractors, as directed by the Council, according to the Contract Documents for the
Combined Project.
5.02 Contract Documents. The Contract Documents will be maintained and made
available for review at the METRO BLE Project Office, located at 6465 Wayzata Boulevard, St.
Louis Park, Minnesota during construction. After construction, the Contract Documents will be
retained at the Metropolitan Council offices located at 390 Robert Street North, St. Paul,
Minnesota, or at such other location as the Council may designate and advise the City from time
to time.
For the purposes of this Agreement, “Contract Documents” means the complete set of documents
governing the procurement and performance of construction work for the Combined Project,
including, but not limited to, the invitation for bids, instructions to bidders, bid forms, general and
special provisions, technical specifications, drawings and plans, addenda, executed construction
contracts, approved change orders, work orders, and any other documents incorporated by
reference into the construction contract(s) awarded by the Council.
5.03 Council’s Authorized Representative. The Council will assign a representative
(“Council’s Authorized Representative”), reflected in Section 15.13, to serve as the main point of
contact for implementing this Agreement. This person is responsible for coordinating with the
City, overseeing design and construction, reviewing submittals, managing contracts, and carrying
out other Council obligations related to the Combined Project.
The Council’s Authorized Representative is also responsible for sending notices, coordinating
reviews and approvals, keeping internal Council teams informed, and helping resolve issues that
arise during the Combined Project. The Council may change its representative by providing notice
to the City.
5.04 City’s Authorized Representative. The City will assign a representative (“City’s
Authorized Representative”), reflected in Section 15.13, to serve as the main point of contact for
the City’s responsibilities. This person is responsible for coordinating with the Council, responding
to submittals, participating in inspections, approving change orders affecting City infrastructure,
and carrying out other City obligations related to City infrastructure and the Combined Project.
The City’s Authorized Representative will attend regular Combined Project meetings and
other meetings as reasonably requested by the Council and ensure City staff are available to
support construction observation, inspections, and other duties under this Agreement or any
executed SFAs.
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The City’s Authorized Representative is also responsible for sharing notices, keeping
internal City departments informed, and supporting timely decisions. The City may change its
representative by providing notice to the Council. City staff time dedicated to the Combined
Project is reimbursable, subject to the terms and funding limits of any applicable SFA between the
Parties.
5.05 Field Conflicts and Emergency Conditions. The Council is responsible for
coordinating the resolution of field conflicts involving City infrastructure during construction,
including directing the contractor to implement necessary modifications. The Council will
promptly notify the City’s Authorized Representative of any such conflicts and consult with the
City in good faith to determine an appropriate solution. The contractor will not proceed with any
modifications to City infrastructure without the Council’s direction and, where applicable, the
City’s prior written approval, including but not limited to Sections 2.03, 6.02, and 6.03.
Despite the provisions of Article 6, and in the event of an emergency or latent condition that
requires immediate action to protect public safety or prevent damage to property, the Council may
direct the contractor to take necessary temporary measures without prior City approval. The
Council will notify the City’s Authorized Representative as soon as practicable and consult with
the City regarding any permanent modifications or follow-up actions required. All such actions
will be documented in writing and included in the Combined Project record.
ARTICLE 6. MODIFICATIONS TO CONSTRUCTION DOCUMENTS
6.01 Council Authority and City Review. The Council has authority to modify the
Contract Documents for the Combined Project; however, the City has the right to review and
provide comments on any proposed modifications that affect City Improvements. The Council will
provide notice to the City’s Authorized Representative of such proposed modifications. The City
has 7 business days from receipt of the notice to provide written response comments. The Council
will consider the City’s comments in good faith and will not implement modifications affecting
City Improvements without such input. If the City does not respond within the specified timeframe,
the Council may determine how to proceed in its discretion, consistent with the overall goals of
the Combined Project. For changes arising from field conflicts or emergency conditions during
construction, refer also to Section 5.05 of this Agreement regarding resolution procedures and the
applicability of City approval.
6.02 Approval Required for Locally Funded Improvements. The Council will not
approve any changes to Locally Funded Improvements without the prior written approval of the
City’s Authorized Representative, which will not be unreasonably withheld or delay. Any change
that results in additional cost impacts to the Locally Funded Improvements require the execution
of an SFA or work order in accordance with Sections 2.03 and 2.04 of this Agreement.
6.03 Timing for City Review and Effect of Non-Approval. The Council will provide
notice to the City’s Authorized Representative when approval is required for a proposed change to
Locally Funded Improvements. The City will respond in writing within 7 business days of
receiving such notice. If the City does not provide written approval or an objection within that
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timeframe, the Council may deem the change disapproved and proceed without including the
proposed modification in the Combined Project scope.
ARTICLE 7. SURVEYING AND UTILITY LOCATING
7.01 Surveying Responsibilities. The Parties agree that the Council will require its
contractor to survey and document all City Improvements constructed or installed as part of the
Combined Project. This includes providing accurate as-built drawings, horizontal and vertical
location data, and other survey deliverables as applicable. As-built deliverables will be provided
to the Parties in both PDF and digital CAD or GIS-compatible file formats, including DWG and
shapefiles, as applicable, unless otherwise agreed in writing by the Parties.
7.02 Locating Services. The City shall be responsible for locating all City-owned utilities
existing as of the commencement of construction for the Combined Project. Upon notice
following commencement of construction, the Council, or its contractor, shall assume
responsibility for locating all new or replaced utilities installed as part of the Combined Project
during construction and shall continue such responsibility until 15 business days after the City’s
formal acceptance of complete as-built survey data necessary for the City to perform ongoing
utility locating services, which acceptance shall be a prerequisite to transfer of responsibility.
Thereafter, responsibility for locating all City-owned utilities shall transfer to the City, which
shall coordinate in a timely manner with Gopher State One Call and maintain accurate records of
such utilities, providing them to the Council upon request.
7.03 Liability for Errors or Omissions. The City is solely responsible for any errors,
omissions, or inaccuracies in the utility location markings it provides pursuant to this Article 7.
The City will, at its sole expense, correct any such errors or omissions and is liable for any costs
or damages directly resulting from its failure to accurately locate its infrastructure.
7.04 Compliance with Standards. All surveying and utility locating activities conducted
by the City will comply with applicable laws, regulations, and recognized industry standards and
will be performed in a manner that does not interfere with or delay the Combined Project.
ARTICLE 8. MAINTENANCE OF TRAFFIC
8.01 MOT Development and Cooperation. Control of traffic on City roadways shall
remain subject to coordination during the development of traffic control parameters in the plans
and specifications, and approval from the City. Such approval will not be unreasonably delayed
or withheld. The Council will require its construction contractor(s) to prepare Maintenance of
Traffic (MOT) plans for any work that impacts public rights-of-way within the City’s jurisdiction.
The Council and the City will cooperate in the review of MOT plans to ensure the safe and effective
movement of the traveling public and to minimize disruptions to local transportation systems.
8.02 Applicable Standards and Submittal Process. All MOT plans will conform to
applicable standards and requirements, including the Minnesota Manual on Uniform Traffic
Control Devices (MN MUTCD). MOT plans will be submitted to the Council for initial review,
and the Council will provide copies to the City for concurrent review and comment.
8.03 City Review and Local Considerations. Final approval of MOT plans are the
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responsibility of the Council, in coordination with the applicable road authority. The Council will
notify the City once MOT plans are approved and prior to their implementation.
8.04 Field Inspection and Corrective Action. The Council and the City may conduct field
inspections of MOT installations. If any traffic control measures are determined to be unsafe or
inconsistent with the approved plan, the City will notify the Council of the required corrective
action. The Council will ensure the contractor promptly implements the necessary corrections.
ARTICLE 9. WORK HOURS
9.01 Standard Work Hours. The standard construction schedule for the Project will be
based on a 7-day workweek, Monday through Sunday, between 7:00 AM and 9:00 PM on
weekdays and between 8:00 AM and 8:00 PM on weekend days or holidays (“Standard Work
Hours”).
9.02 Requests for Special Work Hours. If construction activities require work outside of
Standard Work Hours, including evenings, weekends, or holidays, the City will review and, as
appropriate, provide notice of the approval for such special work hours upon request (“Special
Work Hours”). The City will coordinate promptly with the Council and the Council’s
contractor(s) to evaluate and authorize these requests, provided the extended hours are necessary
to maintain the Combined Project schedule, reduce traffic or community impacts, or address safety
or emergency conditions.
9.03 Timely Review and Reasonableness. The City will treat the Special Work Hour
requests from the Council and its contractors no more restrictively than it treats similar requests from other
public agencies. The City may, at its discretion, give special consideration to requests from the Council where
such consideration supports the timely, efficient, and coordinated delivery of the Combined Project. Any
conditions, limitations, or restrictions imposed on Special Work Hours will be clearly stated in writing at the
time of approval.
9.04 Suspension or Revocation of Approvals. The City may suspend or revoke
previously granted Special Work Hours authorizations if construction is performed in a manner
that creates an unreasonable, in the sole discretion of the City, disturbance, violates applicable
laws or permit conditions, or poses a threat to public safety. The City will notify the Council of
any such revocation as soon as reasonably practicable.
ARTICLE 10. INSPECTION, INITIAL ACCEPTANCE, CERTIFICATE OF
COMPLETION, AND FINAL COMPLETION
10.01 Inspection. The Council will provide the City with an opportunity to participate in
the ongoing inspections of work involving infrastructure to be owned, operated, or maintained by
the City. The City may attend and such inspections and raise concerns regarding conformance with
applicable standards, plans, or specifications. The Council will maintain records of all inspections
and make these records available to the City upon request.
10.02 Initial Acceptance. Upon the Council’s determination that construction of a project
element or construction segment of the City Improvements is suitable for its intended use, the
Council will require a joint inspection with the City. The Council will prepare a punch list of items
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requiring correction or completion. Initial Acceptance by the City will occur once the punch list
items have been addressed to the City’s reasonable satisfaction and the infrastructure is suitable for
its intended use; however, the City can place utilities, roadways, and trails into service even if
certain non-critical punch list items remain open, provided such items do not materially impair the
safe and functional use of the infrastructure.
If the City fails to provide notice of Initial Acceptance, or a written explanation of any remaining
concerns, within 30 calendar days of receiving notice from the Council that punch list items have
been completed, the work will be deemed initially accepted by the City.
10.03 Certificate of Completion. Following Initial Acceptance, the Council will issue a
Certificate of Completion for the applicable work. The Certificate will serve as confirmation that
construction has been completed in accordance with the approved plans and specifications, subject
to final acceptance and any applicable warranties. A copy of the Certificate will be provided to the
City.
10.04 Final Acceptance. The Council will notify the City when all conditions for Final
Acceptance have been met. If the City does not provide notice of Final Acceptance or a written
statement of outstanding issues within 15 business days of receiving Council’s notice, the work will
be deemed finally accepted by the City.
ARTICLE 11. MAINTENANCE
11.01 Maintenance During Construction. The Council, including through its contractors,
will be responsible for maintaining the Combined Project work site and any newly constructed
infrastructure during the construction period until Initial Acceptance of City Improvements. This
includes temporary repairs, site cleanup, erosion and sediment control, traffic control, and
temporary restoration measures as required for public safety and Combined Project continuity.
11.02 Maintenance After Initial Acceptance. Following Initial Acceptance or placement
of utilities, roadways, and trails into service in accordance with section 10.02, the City will assume
responsibility for routine maintenance of City Improvements that will be owned or operated by the
City, as identified in Exhibit A or otherwise solely used by and for the benefit of the City, unless
otherwise agreed in writing. Despite this transfer of routine maintenance responsibilities, the
Council remains responsible for coordinating and completing any corrective work covered under
the construction contractor’s warranty.
11.03 Final Transfer of Maintenance Responsibilities. Upon Final Acceptance and the
expiration of all applicable warranty periods (see Section 12.01), the City will assume full
responsibility for all remaining maintenance obligations associated with City-owned
infrastructure. The Council will ensure that all warranty-related repairs have been completed to the
City’s reasonable satisfaction prior to Final Acceptance.
11.04 Maintenance Access Procedures. The City, including its employees, agents,
contractors, and invitees, will have access to Council property as necessary to operate, maintain,
and repair City infrastructure located on or within Council property. For any maintenance or repair
work within 12 feet of the nearest track centerline or 20 feet of the nearest overhead catenary
system wire (“LRT Work Zone”), the City will:
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a. The City will follow the procedures below based on the timing of the work:
i. prior to Revenue Service: Contact the Council’s Authorized Representative;
and
ii. after Revenue Service: Contact the Metro Transit Rail Control Center at 612-
341-5710.
b. Ensure all personnel performing work within the LRT Work Zone complete any
required safety training established by the Council or Metro Transit.
11.05 Emergency Access to the LRT Work Zone. If the City requires immediate access
to the LRT Work Zone to address an emergency condition that poses a clear and immediate risk
of injury, death, or property damage (“Emergency Work”), the City will notify the appropriate
contact as soon as practicable:
a. Prior to Revenue Service: Contact the Council’s Authorized Representative.
b. After Revenue Service: Contact the Metro Transit Rail Control Center at 612-341-
5710.
11.06 Future Operations and Maintenance Agreement. The Parties acknowledge and
agree that they intend to enter into a separate, mutual Operations and Maintenance Agreement
(“OMA”) to define the ongoing responsibilities of both Parties for the operation, maintenance, and
coordination of infrastructure associated with the Combined Project following the term of this
Agreement. The OMA will align with the maintenance obligations established herein and be
consistent with the operational, maintenance, and safety standards established for the overall Metro
Transit light rail transit (LRT) system. The OMA will provide a coordinated framework for the
long-term performance of maintenance activities by both Parties for infrastructure located on
Council property, City property, or shared areas affected by the Combined Project.
ARTICLE 12. CORRECTIVE WORK AND WARRANTY CLAIMS
12.01 Warranty Coverage. The Council will ensure that all work performed is covered
by warranty obligations consistent with the Contract Documents. Unless otherwise specified, a
minimum one-year warranty period will apply to all labor, materials, equipment, and
workmanship, beginning on the date of the Certificate of Completion for each discrete portion of
the work.
12.02 Council Responsibility for Warranty Claims. The Council is responsible for
managing and administering all warranty claims related to the Combined Project in accordance
with the construction contract documents. This includes coordinating with contractors to address
and complete any required corrective work during the warranty period.
12.03 Notification by the City. If the City becomes aware of a defect or condition in the
City Improvements that may be subject to warranty, it will provide notice to the Council’s
Authorized Representative as soon as reasonably practicable.
12.04 Coordination with the City. For warranty-related corrective work involving City
Improvements or infrastructure to be maintained by the City, the Council will coordinate with the
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City prior to initiating the repair. The City has the right to observe this work and to review
completion for conformance with applicable standards.
12.05 Contractor Obligation to Correct. The Council is responsible for requiring the
contractor to correct, at the contractor’s sole expense and within a reasonable period of time, any
defects or deficiencies covered under the warranty. The Council will take all necessary actions to
enforce the contractor’s warranty obligations and ensure that all corrective work is completed in a
timely and satisfactory manner, in accordance with the construction contract documents.
12.06 City Review Prior to Final Acceptance. Subject to the provisions of Section 10.04,
the Council will ensure all warranty-related repairs to City Improvements have been completed to
the City’s reasonable satisfaction prior to Final Acceptance, and the City will provide notice to the
Council whether this work has been accepted.
ARTICLE 13. LIABILITY
13.01 Mutual Responsibility and Liability. To the extent authorized by law each party is
responsible only for its own acts and the results of its acts. Each Party’s liability is governed by
the provisions of Minnesota Statutes, Chapter 466. For purposes of determining total liability of
damages, the parties will be considered a single governmental unit pursuant to Minn. State. 471.59,
subd. 1a (b) and the total liability of the parties shall not exceed the limits on governmental liability
for a single governmental unit as specified in Minn. Stat. 466.04.
13.02 Insurance and Liability Protections. The Parties each warrant that they have an
insurance or self-insurance program with minimum coverage consistent with the liability limits in
Minnesota Statutes, Ch. 466. Nothing in this Agreement will be construed as a waiver of any tort
liability limitations conferred on either Party by Minn. Stat § 466.01, et seq., or other liability
limitations or immunities conferred on them by state or federal law.
13.03 Contractor Risk Management Provisions. The Council will ensure that the
construction contract for the Combined Project includes provisions requiring the contractor to:
a. defend, indemnify, and hold harmless the City, its officers, agents, and employees
from any claims, suits, demands, damages, judgments, costs, interest, and expenses
(including reasonable attorney’s fees, witness fees, and disbursements) arising from
the acts or omissions of the contractor, its officers, employees, agents, or
subcontractors;
b. provide and maintain insurance coverage and name the City as an additional insured;
and
c. act as an independent contractor with respect to the City infrastructure and related
work.
This indemnity obligation is limited as required by Minn Stat § 337.02, and does not apply to the
extent any injury or damage is attributable to the negligence or other wrongful act or omission of
the City.
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ARTICLE 14. DISPUTE RESOLUTION
14.01 Obligation to Use Dispute Resolution Process. The Parties agree to use the dispute
resolution process set forth in this section to resolve any dispute, claim, or controversy before
pursuing any legal or equitable remedies, including litigation or termination of this Agreement.
The Parties will use their best efforts to informally resolve any and all disputes.
14.02 Mediation Requirement Prior to Legal Action. In the event the Parties are unable to
resolve a dispute concerning the interpretation of their respective rights or obligations, the Parties
will participate in good faith in non-binding mediation prior to initiating any other form of dispute
resolution, including legal action.
Mediation will be conducted according to the Minnesota Civil Mediation Act, as amended
(currently codified at Minn. Stat. §§ 572.31–572.40), and will occur within a reasonable time after
either Party provides notice requesting mediation. The Parties agree to complete this mediation
process in good faith before pursuing any other legal process or remedy.
14.03 Designated Representatives. The Parties designate the following individuals as
their dispute resolution representatives, who may be replaced by notice to the other Party:
For the Council:
Alicia Vap, or Successor
Project Director, Blue Line Ext Project Office
612-349-7079
Alicia.Vap@metrotransit.org
For the City:
Adam Bell, or successor
City Manager
763-531-1000
adam.bell@crystalmn.gov
14.04 Good Faith Participation. The Parties agree to participate in the dispute resolution
process in good faith and to provide relevant information reasonably necessary for meaningful
discussion and resolution at each level. If a Party’s act(s) or omission(s) creates an imminent threat
of irreparable harm to human health or the environment, the affected Party will be entitled to
immediately take all actions necessary to mitigate the harm without engaging in the processes set
forth above.
ARTICLE 15. GENERAL PROVISIONS
15.01 Records. All records kept by the Parties with respect to the Combined Project are
subject to examination by representatives of each party. All data collected, created, received,
maintained or disseminated for any purpose by either Party are governed by Minnesota Statutes,
Chapter 13 (“Act”), and the Minnesota Rules implementing the Act.
15.02 Legal Compliance. The Parties agree to comply with all applicable laws relating to
nondiscrimination, affirmative action, public purchases, contracting, employment, workers’
4.6
15
compensation, and surety deposits required for construction contracts. Minnesota Statutes, Section
181.59 and any applicable local ordinance relating to civil rights and discrimination and the
Affirmative Action Policy statement of the City is considered a part of this Agreement.
15.03 Independent Contractors. The employees of the Parties, and all other persons
engaged by each Party will not be considered employees of the other Party. Each Party is solely
responsible for all claims arising from its employees including claims under the Worker’s
Compensation Act, the Minnesota Economic Security Law and all third-party claim resulting from
an act or omission of an employee.
15.04 Entire Agreement. This Agreement is the entire agreement between the Parties and
supersedes all oral agreements and negotiations between the parties relating to this Agreement. All
exhibits and attachments to this Agreement are incorporated into the Agreement. If there is a
conflict between the terms of this Agreement and any of the exhibits or attachments, the Agreement
governs.
15.05 Severability. The provisions of this Agreement are severable. If a court finds any
part of this Agreement void, invalid, or unenforceable, it will not affect the validity and
enforceability of the remainder of this Agreement. A waiver by a party of any part of this
Agreement is not a waiver of any other part of the Agreement or of a future breach of the
Agreement.
15.06 Modification of Exhibits. The Parties may modify the exhibits or attachments to
this Agreement by mutual written agreement of their respective authorized representatives, without
the need for a formal amendment to this Agreement. Any modifications will be documented in
writing, signed by both authorized representatives, and maintained with the official project records.
These modifications will be deemed incorporated into and enforceable as of the date of mutual
execution.
15.07 Amendments. The terms of this Agreement may be changed only by mutual
agreement of the Parties. These changes will be effective only upon the execution of written
amendments signed by the Parties.
15.08 Binding Effect; No Third-Party Beneficiaries. This Agreement is binding upon and
for the benefit of the Parties and their successors and assigns. This Agreement is not intended to
benefit any third-party.
15.09 Effective Date and Termination. This Agreement will be effective when all Parties
have signed it (the “Effective Date”). The date of this Agreement will be the date this Agreement
is signed by the last party to sign it (as indicated by the date associated with that Party’s signature).
Except as otherwise provided for in this Agreement, this Agreement will terminate upon the
earliest of:
a. The Final Acceptance by the City and execution of the OMA;
b. A determination by the Council that the Combined Project should not proceed; or
c. A determination by the Council that sufficient funds do not exist, or are not reasonably
projected to exist, in order to complete the Combined Project.
4.6
16
Termination of this Agreement, whether for cause or convenience, does not release either Party
from any obligations, responsibilities, or liabilities arising under any prior agreements between the
Parties, including but not limited to those obligations that expressly survive termination or that
relate to events, acts, or omissions occurring prior to the effective date of termination. Each Party
remains responsible for fulfilling any such outstanding obligations in accordance with the terms
of those prior agreements.
15.10 Force Majeure. If a force majeure event occurs, neither Party is responsible for a
failure to perform or a delay in performance due to the force majeure event. A force majeure event
is an event beyond a party’s reasonable control, such as, unusually severe weather, fire, floods,
other acts of God, labor disputes, acts of war or terrorism, or public health emergencies.
15.11 Applicable Law and Venue. This Agreement will be construed and interpreted in
accordance with the laws of the State of Minnesota or federal law where applicable.
15.12 Record-Keeping. Under Minnesota Statutes, Section 16C.05, subdivision 5, the
Parties agree that the books, records, documents, and accounting procedures and practices relevant
to this Agreement are subject to examination by either Party, the state auditor, or legislative
auditor, as appropriate, for at least six years from the end of this Agreement.
15.13 Notice and Authorized Representatives. Provisions under this Agreement requiring
a Party to provide notice will be considered fulfilled when the party performs one the following:
a. certified mail;
b. e-mail, as long as the recipient acknowledges receipt by e-mail or otherwise in writing;
c. documented correspondence through construction management software; or
d. delivered in person to the other party authorized representatives.
The authorized representatives for each Party are as follows:
Council’s Authorized Representative
Alicia Vap, or successor
Project Director, Blue Line Ext Project Office
Metro Transit
6465 Wayzata Boulevard, Suite 600
St. Louis Park, MN 55426
Alicia.Vap@metrotransit.org
City’s Authorized Representative
Adam Bell
City Manager
City of Crystal
4141 Douglas Dr. N
Crystal, MN 55422
adam.bell@crystalmn.gov
The Parties may update the contact information above by notice to the other Party according to
this section.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be effective as of the
Effective Date. Furthermore, this Agreement may be executed in counterparts, each of which is
deemed to be an original, but all of which, taken together, constitute one and the same agreement.
[SIGNATURE PAGES FOLLOW]
4.6
17
METROPOLITAN COUNCIL,
A public corporation and political subdivision
of the State of Minnesota
By:
Regional Administrator
Date:
CITY OF CRYSTAL
A municipal corporation of the
State of Minnesota
By:
Name, Title
Date:
and
Name, Title
Date:
RECOMMENDED FOR APPROVAL:
By:
Name, Title
Date:
4.6
18
LIST OF EXHIBITS
Exhibit Title
A City Improvements
4.6
LAKESIDE AVE NLAKELAND AVE N
48TH AVE NLAKELAND AVE N 48TH AVE NBYRON AVE N℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
BALLAST CURB
BALLAST CURB
1:15
1:15
B424
C&G
B424
C&G
+35.24
+83.70
+33.70
B424-R
C&G
11.0'
11.0'
12.0'
BOTTINEAU BLVD (CR 81)
13.0'
13.0'4254+004280+00EP: 4280+00.003280+00
B618
C&G
13.0'
11.0'
13.0'
11.0'
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
13.0'
1401+34 1402+00 1403+00 1404+00 1405+00 1406+00 1407+00
1408+00
2401+34 2402+00 2403+00 2404+00 2405+00 2406+00 2407+00
2408+00
3280+00 3281+00 3282+00 3283+00 3284+00 3285+00 3286+00
4280+00 4281+00 4282+00 4283+00 4284+00 4285+00
4286+00
4287+00
B618
C&G
B618
C&G
℄ TRACK 2
B424-R
C&G
℄ TRACK 1
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
HORIZONTAL
SCALE IN FEET
0 15 30 60
106
202SEE CIVIL PACKAGE SEGMENT BSEE SHEET 107S3-CIV-PLN-A-001
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025STA. BACK 3254 + 34.77STA. AHEAD 3280+00.00STA. BACK 4254 + 11.65STA. AHEAD 4280+00.00May, 12 2025 02:11 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
Project-Funded
Improvements
4.6
BOTTINEAU BLVD (CR 81)
LAKELAND AVE N 49TH AVE NFAIRVIEW AVE N49TH AVE NLAKELAND AVE NLAKESIDE AVE N℄ NB BOTTINEAU BLVD (CR 81)
℄ SB BOTTINEAU BLVD (CR 81)
BALLAST CURB
BALLAST CURB
B424
C&G
1:15
+82.05
+48.05 FAIRVIEW
AVE NSC BUNGALOW (NIC)
13.0'
13.0'
13.0'
13.0'
8' WALK
13.0'
11.0'
B424
C&G
B618
C&G
EX ROW (TYP)
EX PROPERTY
LINE (TYP)XXXXXX
X X X
B424
C&G
1408+00 1409+00 1410+00 1411+00 1412+00 1413+00 1414+00 1415+00
2408+00 2409+00 2410+00 2411+00 2412+00 2413+00 2414+00 2415+00
3287+00 3288+00 3289+00 3290+00 3291+00 3292+00 3293+00
4287+00 4288+00 4289+00 4290+00 4291+00 4292+00 4293+00 4294+00
TPSS-BL-408 (NIC)
B424-R
C&G
B424-R
C&G
℄ TRACK 1 ℄ TRACK 2
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
107
202SEE SHEET108SEE SHEET 106HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-A-002
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025May, 12 2025 02:11 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
50TH AVE NFAIRVIEW AVE NBOTTINEAU BLVD (CR 81)
LAKELAND AVE N
CORVALLIS AVE NV
E
R
A
C
R
U
Z
A
V
E
N
℄ NB BOTTINEAU BLVD (CR 81)
℄ SB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)50TH AVE NB424
C&G
+93.00
+33.00
+93.44
+58.44FAIRVIEWAVE N℄ TRACK 2
BALLAST CURB 13.0'
11.0'
11.0'
16.0'
13.0'
13.0'
13.0'
13.0'
8' WALK
B618
C&G
8' TRAIL 8' TRAIL
BALLAST CURB
B424
C&G
1416+00 1417+00 1418+00 1419+00 1420+00 1421+00 1422+00
2416+00 2417+00 2418+00 2419+00 2420+00 2421+00 2422+00
3294+00 3295+00 3296+00 3297+00 3298+00 3299+00 3300+00 3301+00
4294+00 4295+00 4296+00 4297+00 4298+00 4299+00 4300+00 4301+00
R280.0'
B424-R
C&G
B424-R
C&G
℄ TRACK 1
13.0'
13.0'
11.0'
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
108
202SEE SHEET 109SEE SHEET 107HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-A-003
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025May, 12 2025 02:11 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
V
E
R
A
C
R
U
Z
A
V
E
N
BOTTINEAU BLVD (CR 81)51ST AVE NL
A
K
E
L
A
N
D
A
V
E
N 55+0051+0052+0053+0054+00℄ CORVALLIS AVE N
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)BERNARDAVE N8' TRAIL
BALLAST CURB
B424
C&G
B424
C&G
B424
C&G
B424
C&G
B424
C&G
B424
C&G
+95.70
+30.70
+58.58
+85.47
21.6'
R30.0'
6' WALK
6' WALK
℄ TRACK 2
8.0'
11.0'
13.0'
13.0'
11.0'
8.0'
14.5'
11.0'
11.0'
13.0'
R280.0'
R40.0'
R25.0'
R40.0'
28.6'
12.0'12.0'13.3'
R5.0'CORVALLIS AVE N14.3'12.0'12.0'
℄ SB BOTTINEAU BLVD (CR 81)
EX. MSE WALL
EX. MSE WALL
8' WALK
1:15
23.0'
8' TRAIL
11.0'
13.0'
R5.0'
22.0'
+66.30+52.53
EX. PROPERTY
LINE (TYP)
1:15
2
2
2
1
1
BALLAST CURBB624-R
C&G
BALLAST
CURB
14.2'12.0'11.5'
1423+00
1424+00
1425+00 1426+00 1427+00 1428+00 1429+00 1430+002423+00
2424+00
2425+00 2426+00 2427+00 2428+00 2429+00 2430+00
3301+00 3302+00 3303+00 3304+00 3305+00 3306+00 3307+00 3308+00
4301+00 4302+00 4303+00 4304+00 4305+00 4306+00 4307+00 4308+00
LAKELAND AVE N
B624-R
C&G
BALLAST
CURB
8' WALK
B618
C&G
STORMWATER
BMP
B424-R
C&G
13.0'
13.0'
B424-R
C&G
1
℄ TRACK 1
15.0'
8
8
8
8
R2.0'
R2.0'
1
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
50+00STORMWATER
BMP
109
202SEE SHEET 110SEE SHEET 108HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-A-004
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025May, 12 2025 02:12 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTIONMATCH LINE A
SEE MATCH LINE A
Crystal Lake
Regional Trail
Crystal Lake Regional Trail
Project-Funded
Improvements
4.6
BALLAST CURB
CPKC RAILROADBOTTINEAU BLVD (CR 81)
LAKELAND AVE N
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
B424
C&G
B424
C&G
B424
C&G
B424
C&G
PROPOSED
BRIDGE
NO.
R0991
11.0'
13.0'
13.0'
11.0'
8.0'
EX. MSE WALL EX. MSE WALL
EX. MSE WALL
EX. MSE WALL
8.0'
8.0'
11.0'
13.0'
GUARDRAIL POST SEAT
STANDARD PLATE 8316
BALLAST CURB
GUARDRAIL POST SEAT
STANDARD PLATE 8316
BALLAST CURB
℄ SB BOTTINEAU BLVD (CR 81)
11.0'
13.0'
8.0'
1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00
2430+00 2431+00 2432+00 2433+00 2434+00 2435+00 2436+00 2437+00
3309+00 3310+00 3311+00 3312+00 3313+00 3314+00 3315+00 3316+00
4309+00 4310+00 4311+00 4312+00 4313+00 4314+00 4315+00 4316+00
MODIFY APPROACH PANEL
MODIFY APPROACH PANEL
1:15
1:15
BALLAST CURB
MODIFY
EXISTING
BRIDGE NO.
27B58
MODIFY
EXISTING
BRIDGE
27B59
1:15
1:15
B624-R
C&G
B624-R
C&G
B624-R
C&G
B624-R
C&G
℄ TRACK 1 ℄ TRACK 2
PROPOSED BRIDGE
NO. 27B58A &
PROPOSED BRIDGE
NO. 27B59A
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
110
202SEE SHEET 111SEE SHEET 109HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-A-005
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025May, 12 2025 02:12 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
LAKELAND AVE N
BOTTINEAU BLVD (CR 81)
4330+00
3330+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
BALLAST CURB
BALLAST CURB
B424
C&G
B424
C&G
13.0'
8.0'
8.0'
13.0'
EX. MSE WALL
EX. MSE WALL
11.0'
11.0'
1438+00 1439+00 1440+00 1441+00
2438+00 2439+00 2440+00 2441+00
3330+003316+00 3317+00 3318+00 3319+00
4317+00 4318+00 4319+00 4330+00
B624-R
C&G
B624-R
C&G
℄ TRACK 1 ℄ TRACK 2
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
111
202SEE SHEET 112SEE SHEET 110HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-A-006
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
60% SUBMITTAL - R00 - 05/21/2025STA. BACK 3319 + 85.45STA. AHEAD 3330+00.00STA. BACK 4319 + 97.70STA. AHEAD 4330+00.00May, 12 2025 02:12 pm C:\pw\kh1\d0345547\S3-CIV-PLN-A.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
FLAGEX ROW (TYP)
EX PROPERTY
LINE (TYP)WILSHIRE BLVDBOTTINEAU BLVD (CR 81)
LAKELAND AVE N
3330+00
4330+00
℄ SB BOTTINEAU BLVD (CR 81)
11.0'
11.0'
12.3'
BALLAST CURB
BALLAST CURB
B424
C&G B424
C&G
6' WALK
7' WALK
8' WALK
7' WALK
6' WALK
8' TRAIL
BALLAST CURB
BALLAST CURB
13.0'
10.3'
B424
C&G
11.0'
13.0'
B424
C&G
B424
C&G
13.0'
11.0'
16.0'
15.0'
11.0'
11.0'
25.2'
19.8'
R3.0'
R25.0'
13.0'
7' WALK
11
.
0
'
15.0'
11.0'
15.0'
+28.37
+08.37
+74.95
+29.45
+54.31
113+29110+00111+00112+00113+00℄ WILSHIRE BLVD
℄ NB BOTTINEAU BLVD (CR 81)V-4V-3
V-2V-1
TM
C
1:10
1:20
1:45
1
1:15
1:20
1:45
1:45
+34.74
30+00 31+00
32+
0
0
33+0
0
℄ LAKELAND AVE N
+29.93 +69.93
+52.21
+39.64
R3.0'
R30.0'
R3.0'
R1.0'
2
B618
C&G
B618
C&G
12.2'
13
.
0
'
18.0'
15.5'
11.0'
1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00
3330+00 3331+00 3332+00 3333+00 3334+00 3335+00 3336+00 3337+00
4330+00 4331+00 4332+00 4333+00 4334+00 4335+00 4336+00 4337+00
+25.70
22.8'
+50.70
12.0'12.0'13.0'13.0'
B424-R
C&G
8.0'
B424
C&G
8
8
8
2442+00 2443+00 2444+00 2445+00 2446+00 2447+00 2448+00
B624-R
C&G
B624-R
C&G
B424-R
C&G
℄ TRACK 1 ℄ TRACK 2
B618
C&G
CURB TRANSITION
STA 2442+00
2
1
8
2
R25.0'
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:13 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
112
S3-CIV-PLN-B-C-007
CIVIL PACKAGE - SEGMENT C
VOLUME 2 - ROADWAY
ROADWAY PLANS
60% SUBMITTAL - R00 - 05/21/2025
202SEE SHEET 113SEE SHEET 111HORIZONTAL
SCALE IN FEET
0 15 30 60
STA. BACK 3319 + 85.45STA. AHEAD 3330+00.00STA. BACK 4319 + 97.70STA. AHEAD 4330+00.00Crystal Lake Regional Trail
Crystal Lake
Regional Trail
Project-Funded
Improvements
4.6
FLAGFLAGFLAGFLAGFLAGFLAGEX ROW (TYP)
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)
LAKELAND AVE N
℄ SB BOTTINEAU BLVD (CR 81)
℄ TRACK 2℄ TRACK 1
℄ CR 81 NB OFF RAMP
RTW-315
RTW-320
RTW-325
+01.53
0+00
B424
C&G
15.0'
15.0'
11.0'
11.0'
B612
C&G
B624 C&G
TYP. PARKING LOT
B612
C&G
8' TRAIL
B618
C&G
B612
C&G
R2.0'R2.0'
R15.0'
R20.0'
R8.0'
R2.0'
R2.0'
R2.0'
R5.0'
R5.0'
R2.0'
R20.0'
R8.0'
R41.0'
R41.0'
+02.57
℄ CLRT 1
EX ROW (TYP)
℄ NB BOTTINEAU BLVD (CR 81)
℄ CR 81 SB ON RAMP37+2934+00 35+00 36+00 37+00℄ LAKELAND AVE N
B618
C&G
1:45
1:45
+00.74
+31.15
R3.0'
R2.0'
R3.0'
BALLAST CURB
B424
C&G
CONCRETE BARRIER
TYPE 36 A STEP
STEP BARRIER
TYPE 36 A-A
IMPACT
ATTENUATOR
IMPACT
ATTENUATOR
B618
C&G
8' TRAIL
IMPACT
ATTENUATOR
4.0'
15.0'
4.0'
4.0'
4.0'
4.0'
11.0'
4.5'
11.0'
6.0'
11.0'
6.0'
11.0'
4.0'
11.0'
11.0'
11.0'
11.0'
4.0'
11.0'
5.5'
6.0'
11.0'
5.0'5.3'5.4'
B424-R
C&G
1449+00 1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00
3338+00 3339+00 3340+00 3341+00 3342+00 3343+00 3344+00 3345+00
400+00
401+00
402+00
403+00
404+00
4338+00 4339+00 4340+00 4341+00 4342+00
4343+00
4344+00 4345+00
7.9' WALK
R3.0'
300+00
301+00 302+00 303+00
10' TRAIL
2449+00 2450+00 2451+00 2452+00 2453+00
2454+00
2455+00
2456+00
B612
(TYP)
BNSF RR ROW
(TYP)
CONCRETE BARRIER
TYPE 36 A (TYP)
STEP BARRIER
TYPE 36 A-A
R20.0'
R20.0'RTW-310
CONCRETE BARRIER
TYPE 36 A (TYP)
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:13 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
113
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 114SEE SHEET 112HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-008
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:13 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Crystal Lake Regional Trail
Project-Funded
Improvements
4.6
FLAGFLAGFLAGRR
RR RREX PROPERTY
LINE (TYP)
BASS LAKE ROAD STATION
BOTTINEAU BLVD (CR 81)
100+00 101+00 102+00
℄ TRACK 1
℄ TRACK 2
BASS LAKE RD (CR 10)4+301+00
2+00
3
+
0
0
4
+
0
0
B624 C&G
TYP. PARKING LOT
R41.0'
+02.57
℄ CR 81 NB OFF RAMP
℄ CR 81 SB ON RAMP
℄ SB BOTTINEAU BLVD (CR 81)
157
+
0
0
EX ROW (TYP)
℄ NB BOTTINEAU BLVD (CR 81)
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
℄ CR 81 NB ON RAMP4+610+22 1+00 2+00 3+00 4+00℄ BECKER PARK WALK
1:15+31.15
+05.20
200+00 201+00
℄ CR 81 SB OFF RAMP
1:15
PROPOSED BRIDGE
NO. 27C79
PROPOSED BRIDGE
NO. 27C78
R5.5'
R15.0'
B618
C&G
(TYP)
14' WALK
2+590+001+00
2+00
11.0'
4.0'
11.0'
6.0'
11.0'
6.0'
11.0'
4.0'
11.0'
4.0'
11.0'
6.0'
℄ BLR PLAZA
11.0'
6.0'
11.0'
4.0'
15.0'
4.0'
4.0'
1457+00 1458+00 1459+00 1460+00 1461+00 1462+00 1463+00
3345+00 3346+00 3347+00 3348+00 3349+00 3350+00 3351+00 3352+00
409+02404+00 405+00 406+00 407+00 408+00 409+00
4345+00 4346+00 4347+00 4348+00 4349+00 4350+00 4351+00 4352+00XXXX
X
X
XXX℄ CLRT 1
0
+
0
0
1
+
0
0
2+
0
0
℄ CLRT 2
10' TRAIL
24.0'
4.0'
4.0'
309+08304+00 305+00 306+00 307+00 308+00 309+00
10' TRAIL
R25.0'
2457+00 2458+00 2459+00 2460+00 2461+00 2462+00 2463+00
B612
C&G
(TYP)
TPSS-BL-409 (NIC)
RTW-340
14' WALK
BNSF RR ROW
(TYP)
RTW-345
BNSF RAILWAY
RTW-330
RTW-335
PROPOSED BRIDGE
NO. 27C77
PROPOSED BRIDGE
NO. 27C80
BALLAST CURB
BALLAST CURB
CONCRETE BARRIER
TYPE 36 A (TYP)
CONCRETE BARRIER
TYPE 36 A (TYP)
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:41 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
114
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 115SEE SHEET 113HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-009
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAYSEE SHEET 127May, 12 2025 02:41 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTIONSEE SHEET 124SEE SHEET 124SEE SHEET 124SEE SHEET 124SEE SHEET 124SHEET OVERLAP AREA. REFER
TO SHEETS REFERENCED FOR
ADDITIONAL DETAIL.
Crystal Lake
Regional Trail
Project-Funded
Improvements
4.6
EX ROW (TYP)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)
107+13
102+00
103+00
104+00
105+00
106+00
107+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ CR 81 NB ON RAMP
RTW-370
RTW-375
RTW-360
RTW-365
RTW-380
+23.30
B424
B&G
15.0'
11.0'
BALLAST CURB
℄ TRACK 1
℄ NB BOTTINEAU BLVD (CR 81)
GUARDRAIL
+40.201:15
206+48
202+00 203+00 204+00 205+00
206+00
℄ CR 81 SB OFF RAMP
1:15
+11.18 +11.18
1:50
R75.0'
BALLAST CURB
BALLAST CURB
B424-R
B&G
B424
B&G
B424
B&G
B424
C&G
11.0'
13.0'
4.0'
11.0'
6.0'
11.0'
4.2'
11.0'
4.0'
11.0'
6.0'
17.5'
4.0'
11.0'
4.0'
14.5'
11.0'
13.8'
IMPACT
ATTENUATOR
11.0'
4.0'
11.0'
6.0'
11.0'
6.0'
11.0'
4.0'
1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00
3353+00 3354+00 3355+00 3356+00 3357+00 3358+00 3359+00
4353+00 4354+00 4355+00 4356+00 4357+00 4358+00 4359+00
GUARDRAIL
+47.80 1:50
STORMWATER
BMP
2464+00 2465+00 2466+00 2467+00 2468+00 2469+00 2470+00
8
GUARDRAIL
1
℄ TRACK 2
BNSF RR ROW
(TYP)
BNSF RAILWAY
CONCRETE BARRIER
TYPE 36 A (TYP)
CONCRETE BARRIER
TYPE 36 A (TYP)
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
115
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 116SEE SHEET 114HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-010
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
SEE SHEET 127
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
SECEX ROW (TYP)
EX PROPERTY
LINE (TYP)
L A K E L A N D A V E N
BOTTINEAU BLVD (CR 81)LAKELAND AVE N℄ SB BOTTINEAU BLVD (CR 81)
B424
C&G
RTW-380
+34.85 +34.85
11.0'14.0'11.0'
13.0'
13.0'
B618
C&G
+78.31
+43.31
12.0'501+77500+00501+00174+86
172+00173+00174+0
0
AIRPORT RD℄ NB BOTTINEAU BLVD (CR 81)
℄ AIRPORT RD
℄ BRUNSWICK AVE N
GUARDRAIL
1:50
1:15
R7.0'
B424
C&G
214.0'B618
C&G
10' TRAIL
13.0'13.0'BALLAST CURB
BALLAST CURB
B424
C&G
GUARDRAIL
R60.0'
R75.0'
13.0'
13.0'
13.0'
11.0'
4.0'
6.0'
13.0'
1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 1477+00 1478+00
3360+00 3361+00 3362+00 3363+00 3364+00 3365+00 3366+00 3367+00
4360+00 4361+00 4362+00 4363+00 4364+00 4365+00 4366+00
1:50 +34.94
+34.94
174+86
172+00173+00174+0
0
2471+00 2472+00 2473+00 2474+00 2475+00 2476+00 2477+00 2478+00
8
℄ TRACK 1
℄ TRACK 2
13.0'
BNSF RR ROW
(TYP)AIRPORT RDVALLEY
GUTTER
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
116
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 117SEE SHEET 115SE
E
S
H
E
E
T
128
HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-011
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTIONCrystal Lake Regional TrailProject-Funded
Improvements
4.6
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)
LAKELAND AVE N
3371+00 3372+00 3373+00 3374+00 3375+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
B424
C&G
13.0'
13.0'
13.0'
B424
C&G 13.0'
4370+00 4371+00 4372+00 4373+00 4374+00 4375+00BALLAST CURB
BALLAST CURB
174+86
STA. BACK 3368+07.21
STA. AHEAD 3370+00.00
STA. BACK 4367+95.66STA. AHEAD 4370+00.00EX ROW (TYP)
B424
C&G
B424
C&G
13.0'
13.0'
13.0'
13.1'
1478+00 1479+00 1480+00 1481+00 1482+00 1483+00 1484+00 1485+00
3367+00 3368+00
4370+004367+00
174+86
2478+00 2479+00 2480+00 2481+00 2482+00 2483+00 2484+00 2485+00
BNSF RR ROW
(TYP)
℄ TRACK 1 ℄ TRACK 2
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
117
S3-CIV-PLN-B-C-012
CIVIL PACKAGE - SEGMENT C
VOLUME 2 - ROADWAY
ROADWAY PLANS
60% SUBMITTAL - R00 - 05/21/2025
202SEE SHEET 118SEE SHEET 116HORIZONTAL
SCALE IN FEET
0 15 30 60
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Crystal Lake Regional Trail
Project-Funded
Improvements
4.6
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)60TH AVE NLAKELAND AVE N
3376+00 3377+00 3378+00 3379+00 3380+00 3381+00 3382+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
13.0'
13.0'
13.0'
B424
C&G
13.0'
13.0'
13.0'
4376+00 4377+00 4378+00 4379+00 4380+00 4381+00 4382+00
BALLAST CURB
BALLAST CURB
13.0'
13.0'
B424
C&G
1485+00 1486+00 1487+00 1488+00 1489+00 1490+00 1491+00
2485+00 2486+00 2487+00 2488+00 2489+00 2490+00 2491+00
BNSF RR ROW
(TYP)
℄ TRACK 1 ℄ TRACK 2
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
118
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 119SEE SHEET 117HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-013
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
28IN"16" 8STUMP"STUMP" DECORATIVE10"12" 12STUMP"STUMP"EX ROW (TYP)
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)LOMBARDY LNELMHURST AVE
LAKELAND AVE N
3383+00 3384+00 3385+00 3386+00 3387+00 3388+00 3389+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
13.0'
13.0'
13.0'
B424
C&G
13.0'
13.0'
13.0'
13.0'4383+00 4384+00 4385+00 4386+00 4387+00 4388+00 4389+00BALLAST CURB
BALLAST CURB
13.0'
TPSS-BL-410 (NIC)
B424
C&G
B424
C&G
1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00XXXXXXXX
2492+00 2493+00 2494+00 2495+00 2496+00 2497+00 2498+00
BNSF RR ROW
(TYP)
℄ TRACK 2℄ TRACK 1
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
119
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 120SEE SHEET 118HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-014
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)
LAKELAND AVE N
3390+00 3391+00 3392+00 3393+00 3394+00 3395+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
B424
C&G
13.0'
13.0'
13.0'
13.0'
13.0'
13.0'
13.0'
13.0'
4390+00 4391+00 4392+00 4393+00 4394+00 4395+00BALLAST CURB
BALLAST CURB
EX ROW (TYP)
B424
C&G
1499+00 1500+00 1501+00 1502+00 1503+00 1504+00
2499+00 2500+00 2501+00 2502+00 2503+00 2504+00
BNSF RR ROW
(TYP)
℄ TRACK 1 ℄ TRACK 2
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
120
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 121SEE SHEET 119HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-015
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
BOTTINEAU BLVD (CR 81)62ND AVE NLAKELAND AVE N
3540+003396+00 3397+00 3398+00 3399+00 3400+00
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
B424
C&G
13.0'
13.0'
B424
C&G
13.0'13.0'
13.0'
4396+00 4397+00 4398+00 4399+00 4400+00 4640+00BALLAST CURB
BALLAST CURBCITY OF CRYSTALCITY OF BROOKLYN PARK13.0'
13.0'13.0'
1505+00 1506+00 1507+00 1508+00 1509+00 1509+95
2509+952505+00 2506+00 2507+00 2508+00 2509+00
BNSF RR ROW
(TYP)
℄ TRACK 1 ℄ TRACK 2
BNSF RAILWAY
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
121
60% SUBMITTAL - R00 - 05/21/2025 202SEE CIVIL PACKAGE SEGMENT DSEE SHEET 120HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C-016
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAYSTA. BACK 3400 + 69.66STA. AHEAD 3540+00.00STA. BACK 4400 + 69.66STA. AHEAD 4640+00.00May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
Project-Funded
Improvements
4.6
BIK
E
RACKBENCH
BENCH BENCHSHERBURNE AVEBASS LAKE RD (CR 10)
120+00 121+00 122+00 123+00 124+00 125+00
+52.82 +02.82
EX PROPERTY
LINE (TYP)
EX ROW (TYP)
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
1:10
B624
C&G
R35.0'
220+00 221+00 222+00 223+00 224+00 225+00
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
122
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 1231:10
S3-CIV-PLN-B-C - 017A
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
RRRRRRRRRRELMHURST AVEBASS LAKE RD (CR 10)
B624
C&G
11.0'
13.0'
B624
C&G
13.0'
13.0'
11.0'
15.0'
126+00
127+00
128+00 129+00 130+00 131+00
+20.02
11.0'
11.0'
R2.0'
R30.0'
EX PROPERTY
LINE (TYP)
EX ROW (TYP)
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
1
2
1
BUS STOP PAD
℄ CR 81 SB OFF RAMP
1:10
1:10
+21.22
1:5
+50.21
+05.21
14.4'
13.0'2
B624
C&G
R25.0'
13.0'
12.8'
46.0'
+01.22
226+00 227+00 228+00 229+00 230+00 231+00
+11.21+31.21
1:10
+88.22
15.0'
9
19 BNSF RR ROW(TYP)BNSF RAILWAYR200.0'
13.0'
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
123
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 124S3-CIV-PLN-B-C-017
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAYSEE SHEET 122May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
FLAGROOF DRAIN
ROOF DRAIN OS 6FT
ROOF DRAIN
RRRRRRBASS LAKE RD (CR 10)BASS LAKE
ROAD
STAT
ION
B624
C&G
RTW-34515.0'13.0'11.0'11.0'11.0'13.0'B424
C&G
15.0'11.0'11.0'13.0'16.0'132+00 133+00 134+00 135+00 136+00
137+00
138+0013.0'
11.0'
11.0'
13.0'
15.0'
13.0'
13.0'
13.0'
11.0'
11.0'
13.0'
13.0'
13.0'
EX ROW (TYP)
EX PROPERTY
LINE (TYP)BOTTINEAU
BLVD
(CR
81
)
℄ SB BOTTINEAU BLVD (CR 81)
℄ CR 81 SB ON RAMP
℄ NB BOTTINEAU BLVD (CR 81)
℄ CR 81 NB OFF RAMP
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
℄ TRACK 2
℄ CR 81 NB ON RAMP
1
BUS STOP PAD
℄ TRACK 1
1
1
1
1
+28.26
℄ CR 81 SB OFF RAMP
1:5
1:5
1:5+95.84
+50.84
+16.08
+55.07
+08.69 +56.89
14.4'
13.0'
13.0'
13.0'
15.0'
B624
C&GB624
C&G
B624
C&G
B624
C&G
B624
C&G 10' WALK
6' WALK
7' BIKE PATH
10' TRAIL
6' WALK
6' WALK
7' WALK
6' WALK
10' WALK
R5.0'
R25.0'
R25.0'
R45.0'
R3.0'
R2.0'
R25.0'
R20.0'
R5.0'
R50.0'
R55.0'
R60.0'
B624
C&G
B424
C&G
B624
C&G
10' TRAIL
+61.08
13.0'
13.0'
11.0'
11.0'13.0'6.3'11.0'11.0'4.0'11.0'13.0'4.0'1459+001460+001461+001462+001463+001464+001465+0011.2'
11.0'
13.0'
232+00 233+00 234+00 235+00 236+00 237+00 238+00
155+00156+00
15
7
+
0
0
LAKELAND AVE N
0+001+002+00℄ CLRT 2
℄ BECKER PARK WALK
℄ CLRT 1
R5.2'R5.0'
R41.0'
R1.5'
R28.0'1:15B618
B&G
B618
B&G
B624
C&G
6' WALK
B424
C&G
R75.0'
R5.0'
R18.0'
R24.0'
R50.0'
R50.0'
R3.0'
RTW-340
R75.0'2459+002460+002461+002462+002463+002464+002465+009
9
9
8
88
8
VALLEY
GUTTER
B624
C&G
1
8' TRAIL
STORMWATER
BMP
R50.0'
1
BNSF RA
ILWAY
BNSF RR ROW
(TYP)
5
5
5 5 5
5
5
5
5
55
R2.0'
R2.0'
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
124
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 123SEE SHEET 125S3-CIV-PLN-B-C-018
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:14 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
SEE SHEET 114
SEE SHEET 114
SHEET OVERLAP AREA. REFER
TO SHEETS REFERENCED FOR
ADDITIONAL DETAIL.Crys
ta
l
Lake
Reg
iona
l
T
ra
i
l
Crystal Lake Regional Trail
Project-Funded
Improvements
4.6
B624
C&G
B624
C&G
B624
C&G
BASS LAKE RD (CR 10)ADAIR AVE NZANE AVE NLAKELAND AVE N13.0'
11.0'
13.0'
139+00 140+00 141+00 142+00 143+00 144+00
R25.0'
R25.0'
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
2
1:10
+33.94
11.0'
B624
C&G
B624
C&G
7' BIKE LANE
2' BUFFER
11.0'
12.5'
R30.0'
R25.0'
6' WALK
7' BIKE PATH
10' WALK (TYP)
R45.0'
R30.0'
35.0'11.0'
11.0'
13.0'
11.7'
12.3'
29.3'
25.3'
25.3'
239+00 240+00 241+00 242+00 243+00 244+00
R28.0'
+22.94
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
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NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
125
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 124SEE SHEET 126S3-CIV-PLN-B-C-019
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
ROOF DRAIN
BASS LAKE RD (CR 10)YATES AVE NXENIA AVE NWELCOME AVE N151+86
145+00 146+00 147+00 148+00 149+00 150+00
151+00R25.0'
℄ WB BASS LAKE RD (CR 10)
℄ EB BASS LAKE RD (CR 10)
EX PROPERTY
LINE (TYP)
11.0'
11.0'
B624
C&G
10' WALK 5' BIKE LANE
2' BUFFER
5' BIKE LANE
2' BUFFER
13.0'
11.0'
25.3'
251+85
245+00 246+00 247+00 248+00 249+00 250+00
251+00
BUS STOP
PAD
R25.0'
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
126
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 125S3-CIV-PLN-B-C-020
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
Project-Funded
Improvements
4.6
B618
C&G
57TH AVE NB
R
U
N
S
W
I
C
K
A
V
E
N
157
+
0
0
158
+
0
0
1
5
9
+
0
0
1
6
0
+
0
0
1
6
1
+
0
0
162
+
0
0
163+
0
0 164+00165
+
0
0
℄ BRUNSWICK AVE N
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
R10.0'
R10.0'
R10.0'
R10.0'
R25.0'
R25.0'R25.0'
R25.0'13.0'13.0'1
3
.
0
'
8' TRAIL (TYP)
B618
C&G
B618
C&G
B618
C&G
R15.0'
R15.0'
26
.
5
'
R2.0'
R6.0'
26.8'
4
+
8
8
2+
0
0
3
+
0
0
4
+
0
0
℄ CLRT 2
R18.0'R24.0'R50.0'R50.0'R25.0'
VALLEY
GUTTER
VALLEY
GUTTER
VALLEY
GUTTER
11
.
0
'
8.
0
'
STREET PARKING
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
127
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 128HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C - 021
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
SEE SHEET 115
SEE SHEET 114May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
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DRAFT-NOT FOR CONSTRUCTION
Cr
y
s
t
a
l
L
a
k
e
R
e
g
i
o
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a
l
T
r
a
i
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Project-Funded
Improvements
4.6
SECEX PROPERTY
LINE (TYP)
EX ROW (TYP)
B618
C&G
C
O
L
O
R
A
D
O
A
V
E
N LAKELAND AVE NAIRPORT RDB
R
U
N
S
W
I
C
K
A
V
E
N
B618
C&G
B618
C&G 501+77166+00
16
7
+
0
0
16
8
+
0
0
169+00
170+00 171+00172+00℄ BRUNSWICK AVE N
℄ AIRPORT RD
℄ BRUNSWICK AVE N
2
2
B618
B&G
13
.
0
'
13.0'
13.0'13.0'R40.0'13.0'R40.0'
R55.0'
8' TRAIL (TYP)
R40.0'
R7.0'
R15.0'
R10.0'
214.0'13.0'13.0'25.2'
R10.0'
R10.0'AIRPORT RDVALLEY
GUTTER
VALLEY
GUTTER
11
.
0
'
8.
0
'
STREET PARKING
NOTES:
1.ROADWAY DIMENSIONS ARE TO FACE OF
CURB UNLESS OTHERWISE NOTED.
2.SEE SITE AND GRADING PLANS FOR
ADJACENT PROPOSED PARKING LOT
RECONSTRUCTION INFORMATION.
3.SEE LANDSCAPE AND URBAN DESIGN PLANS
FOR FENCE TYPES.
4.SEE STATION PLANS FOR STATION DETAILS.
5.SEE INTERSECTION AND PED RAMP DETAILS
FOR PEDESTRIAN RAMP DETAILS.
SPECIFIC NOTES:
APPROACH NOSE STANDARD PLATE 7113
10’ CURB TYPE TRANSITION – SEE CIVIL
DETAIL SHEETS
BUS STOP
CONCRETE DRIVEWAY APRON – SEE CIVIL
DETAIL SHEETS
CURB END TAPER - SEE CIVIL DETAIL
SHEETS
WIDE GUTTER PAN – SEE CIVIL DETAIL
SHEETS
PARALLEL DRIVEWAY - SEE MNDOT
STANDARD PLAN 5-297.254
BALLAST AND ROADWAY CURB TRANSITION–
SEE CIVIL DETAIL SHEETS
MEDIAN CUT THROUGH - SEE CIVIL DETAIL
SHEETS
1
2
3
4
5
6
7
8
9
May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
OF
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NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
128
60% SUBMITTAL - R00 - 05/21/2025 202SEE SHEET 127HORIZONTAL
SCALE IN FEET
0 15 30 60
S3-CIV-PLN-B-C - 022
CIVIL PACKAGE - SEGMENT C
ROADWAY PLANS
VOLUME 2 - ROADWAY
SEE
S
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May, 12 2025 02:15 pm C:\pw\kh1\d0345547\S3-CIV-PLN-B-C.dwg By: etroudtSHEET
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DRAFT-NOT FOR CONSTRUCTION
Cr
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4.6
SHEET
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29
S3-UTL-SWP-001
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE CIVIL PACKAGE SEGMENT BSEE SHEET 30Project-Funded
Improvements
4.6
XXXXXX
X X X
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
30
S3-UTL-SWP-002
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 31SEE SHEET 29Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
31
S3-UTL-SWP-003
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 32SEE SHEET 30Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
32
S3-UTL-SWP-004
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 33SEE SHEET 31Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
33
S3-UTL-SWP-005
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 34SEE SHEET 32Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
34
S3-UTL-SWP-006
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 35SEE SHEET 33Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
35
S3-UTL-SWP-007
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 36SEE SHEET 34Project-Funded
Improvements
Locally-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
36
S3-UTL-SWP-008
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 37SEE SHEET 35Project-Funded
Improvements
4.6
XXXX
X
X
XXXSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
37
S3-UTL-SWP-009
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 38SEE SHEET 36SEE SHEET 46SEE SHEET 46SEE SHEET 46SEE SHEET 46SEE SHEET 46SEE SHEET 38SEE SHEET 47
Project-Funded
Improvements
Tee & Line to Fire
Hydrant
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
38
S3-UTL-SWP-010
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 39SEE SHEET 37SEE SHEET 37SEE SHEET 49
Project-Funded
Improvements
4.6
SECSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
39
S3-UTL-SWP-011
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 40SEE SHEET 38SEE SHEET 50
Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
40
S3-UTL-SWP-012
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 41SEE SHEET 39Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
41
S3-UTL-SWP-013
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 42SEE SHEET 40Project-Funded
Improvements
4.6
XXXXXXSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
42
S3-UTL-SWP-014
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 43SEE SHEET 41Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
43
S3-UTL-SWP-015
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 44SEE SHEET 42Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
44
S3-UTL-SWP-016
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE CIVIL PACKAGE SEGMENT DSEE SHEET 43Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
45
S3-UTL-SWP-017
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 46Project-Funded
Improvements
4.6
ROOF DRAIN
ROOF DRAIN OS 6FT
ROOF DRAIN
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
46
S3-UTL-SWP-018
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 45SEE SHEET 47SEE SHEET 37
SEE SHEET 37
SEE
S
H
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38
Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
47
S3-UTL-SWP-019
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 46SEE SHEET 48SEE SHEET 37
Project-Funded
Improvements
4.6
ROOF DRAIN
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
48
S3-UTL-SWP-020
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52SEE SHEET 47Project-Funded
Improvements
4.6
SHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
49
S3-UTL-SWP-021
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52
SEE SHEET 38
SEE SHEET 50SEE SHEET 46SEE SHEET 38
Project-Funded
Improvements
4.6
SHEET
OF
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NO. DATE BY REVISION / SUBMITTALCHECK DESIGN
DRAFT-NOT FOR CONSTRUCTION
50
S3-UTL-SWP-022
CIVIL PACKAGE - SEGMENT C
VOLUME 6 - UTILITIES
UTILITY PLAN
60% SUBMITTAL - R00 - 05/21/25
52
SEE SHEET 39
SEE SHEET 49Project-Funded
Improvements
4.6
Page 1 of 4
Reference Numbers:
BLE Project: 61403
Metropolitan Council: 18I010B
City: ___________
PROJECT: BLUE LINE EXTENSION LIGHT RAIL TRANSIT
MASTER AGREEMENT: Master Funding Agreement – City of Crystal
PARTIES TO AGREEMENT: • Metropolitan Council (“Council”)
• City of Crystal (“City”)
SUBORDINATE FUNDING AGREEMENT
City of Crystal - SFA #02 (Local Work Design)
This Subordinate Funding Agreement (“SFA”) Number #02 with the City of Crystal is entered into
by and between the above named Parties.
WHEREAS:
1. The Parties entered into a METRO Blue Line Extension Light Rail Transit Project (“Project”)
Master Funding Agreement (“MFA”), effective May 30, 2018 (Council Agreement #18I010).
2. The Parties provided in the MFA that certain aspects of funding for the Project would be
determined in subsequent SFAs.
3. The Parties desire to enter this SFA to transfer City funds to reimburse the cost for Council
activities for professional services and the Council’s administrative costs of designing local
improvements requested by the City related to, but not part of the Project, referred to as Local
Work.
4. The Parties acknowledge that the planning of the Project will require numerous federal, state and
local processes, approvals and funding commitments. The processes for the Project are ongoing
and the Project is subject to change to address those processes. The outcomes of those processes
may affect whether the components requested in this SFA will ultimately be constructed.
4.6
Page 2 of 4
NOW, THEREFORE, in reliance on the statements in these recitals, the Parties agree as follows:
1. Maximum Amount of Authorized Funding. The activities authorized by this SFA will not
exceed $26,733, unless authorized in a subsequent amendment to this SFA.
2. Project Budget. The budget for the activities described in this SFA is provided as Exhibit A.
Funds provided in this SFA may only be used for reimbursing the Council’s costs for activities
directly incurred within the described Specific Description of Funding Authorization below, and
as detailed in the MFA.
3. Specific Description of Funding Authorization. The activities to be performed by the Council
and reimbursed by the City include the development of design plans and engineer’s construction
cost estimates for various Local Work identified in Exhibit A. If authorized by the City, the Local
Work are anticipated to be constructed by the Project. Reimbursement payments made by the City
for the Council professional staff costs will be based on actual costs incurred following receipt of
invoices from the Council’s consultant and in accordance with Exhibit A.
The Council will incorporate the design plans for the Local Work in the proposed Project
construction bid documents if: a) the environmental review of the Project allows for construction;
and b) the Project is permitted to proceed to construction. The construction specifications for the
Local Work will be incorporated in the overall specifications within the Project construction bid
documents; no separate or standalone specifications will be created.
4. Local Work Construction SFA. In order for the Local Work to be included in the Project bid
documents, the Parties must execute a construction SFA at least one (1) month prior to bid opening,
authorizing construction and reimbursement. At least three (3) months prior to the Council opening
the bids, the Council will provide the City with the final draft SFA for City review. If the City
elects to proceed with construction authorization through a construction SFA, the Parties
acknowledge that construction pricing and bid acceptance procedures will be governed by the
terms of the Cooperative Construction Agreement (Council Contact No. 24I047).
5. Property Acquisition. It is not anticipated that property rights will need to be acquired to construct
the proposed Local Work. However, if acquisition of property rights are needed to construct any
of the Local Work a subsequent agreement must address property access, acquisition, disposition,
and other real property matters needed for the Local Work, beyond what is required to construct
the Project.
6. Project Activity Periods. The project activity period for the purposes of this SFA shall be
effective upon execution to December 31, 2032, and will terminate on the date all costs under this
SFA have been reimbursed, unless terminated earlier consistent with the terms of the MFA.
7. No Guarantee of Construction. This SFA describes terms requiring the City to reimburse the
Council’s cost for design activities associated with the Local Work. The Council shall not be
required to construct Local Work that is precluded by subsequent state or federal environmental
review or specific legal constraints. The City and the Council acknowledge that nothing in this
Agreement shall require the Council to take any action or make any decision that will prejudice or
compromise any review or decision-making processes required under state and federal
4.6
Page 3 of 4
environmental review laws, regulations or rules. The Parties intend this Agreement to be
interpreted consistent with statutory and other legal authorities, including but not limited to the
Minnesota Environmental Policy Act and the National Environmental Policy Act. The Parties
agree that this SFA does not limit the alternatives or mitigative measures that the Council may
undertake in the development and construction of the Project. The Council retains the right to
make decisions and necessary approvals associated with Project requirements.
8. Authorized Representatives. Each party’s Authorized Representative and successor is
responsible for administrating this SFA and is authorized to give and receive any notice required
or permitted under this SFA.
a. City’s Authorized Representative is
Adam Bell, or successor
City Manager, City of Crystal
4141 Douglas Dr. N.
Crystal, MN 55422-1696
Adam.Bell@crystalmn.gov
b. Council’s Authorized Representative is
Alicia Vap, or successor
Project Director, Blue Line Extension
6465 Wayzata Boulevard, Suite 600
St. Louis Park, MN 55426
Alicia.Vap@metrotransit.org
9. Incorporation. The terms, conditions, and definitions of the MFA are expressly incorporated into
this SFA.
10. Electronic Signatures and Counterparts. This SFA may be executed in counterparts, each of
which has the effect of an original, but all of which, taken together, will constitute one and the
same agreement. An electronic signature will be deemed an original signature.
CITY OF CRYSTAL METROPOLITAN COUNCIL
By: By:
Its:
Its:
Date: Date:
By:
Its:
Date:
4.6
Page 4 of 4
Exhibit A – Local Work Design
Local Work
(LW) # LW Name LW Description
Total Design +
Administrative
Costs1
C-1 Sanitary
Sewer
Removal and replacement of city-owned sanitary (8-12"
diameter) from Wilshire Blvd to Lakeland Ave (330 LF).
Removal under CR81, and replacement under Lakeland
Ave N.
$6,329
C-2 Watermain
Replacement of city owned watermain (12") under
Lakeland Ave N near Crystal Airport from the existing
12"x8" cross east of CR81 to Crystal Airport Road (290
LF).
$7,640
C-3 Water Lining
Lining of city owner watermain under Bass Lake Road
generally centered at the BNSF RR crossing, valve to
valve (150 LF).
$6,167
C-4 Irrigation in
median
Installation of city owned irrigation in Bass Lake Road in
medians directly east and west of CR-81. $6,597
Total: $ 26,733
1 Estimated cost includes the Design Fees of 10% and Council’s 2% contract administration fee (the Council’s
contract administration fee is reduced from the fee agreed in Section 5.06 of the Master Funding Agreement).
4.6
FLAGDDDDDDDDDDUUUUEUUUUUUUUUEEEESSSSNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPT2441+00 2442+00 2443+00 2444+00 2445+00 2446+00 2447+00 2448+00
1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00
4330+00 4331+00 4332+00 4333+00 4334+00 4335+00 4336+00 4337+00
3330+003330+00 3331+00 3332+00 3333+00
3334+00 3335+00 3336+00 3337+00
4330+00
WILSHIRE BLVDBOTTINEAU BLVD (CR 81)
LAKELAND AVE N
℄ TRACK 1
℄ TRACK 2
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
PROFILE W-C19
PROFILE X
8" X 8" TEE
1
2
8" GATE VALVEC2
1 8" GATE VALVEC2
1 8" GATE VALVEC2
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
9
9
9
9
8" GATE VALVEC2
SAN7072
SAN7073
SAN7074
PROFILE 7072-7074
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OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECKDESIGN
DRAFT-NOT FOR CONSTRUCTION
34
S3-UTL-SWP-007
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60SEE SHEET 35SEE SHEET 33HORIZONTAL
SCALE IN FEET
0 15 30 60
PROFILE REFERENCE
PROFILE 7072 - SEE SHEET 51
PROFILE W-C19 - SEE SHEET 57
PROFILE W-C3 - SEE SHEET 50
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES.
4.6
FLAGFLAGFLAGFLAGFLAGFLAGDDSSSSSSTTNMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT
NMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTNMH-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPT2449+00 2450+00 2451+00 2452+00 2453+00 2454+00 2455+00 2456+00
1449+00 1450+00 1451+00 1452+00 1453+00
1454+00
1455+00
1456+00
4338+00 4339+00 4340+00 4341+00
4342+00
4343+00
4344+00
4345+00
3338+00 3339+00 3340+00 3341+00 3342+00 3343+00 3344+00 3345+00
400+00
401+00
402+00
403+00
404+00
300+00
301+00 302+00 303+00
BOTTINEAU BLVD (CR 81)
LAKELAND AVE N
℄ SB BOTTINEAU BLVD (CR 81)
℄ TRACK 2
℄ TRACK 1
℄ NB BOTTINEAU BLVD (CR 81)
℄ CR 81 NB OFF RAMP
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
8" X 6" TEE
C1
PROFILE W-C4
8" DIP 8" GATE VALVEC2
8" GATE VALVEC2
6" DIP
PROFILE W-C7
8" DIP
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BNSF R
A
I
L
W
A
Y
℄ CR 81 SB ON RAMP
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SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECKDESIGN
DRAFT-NOT FOR CONSTRUCTION
35
S3-UTL-SWP-008
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60SEE SHEET 36SEE SHEET 34HORIZONTAL
SCALE IN FEET
0 15 30 60
PROFILE REFERENCE
PROFILE W-C7 - SEE SHEET 53
PROFILE W-C4 - SEE SHEET 52
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES.
4.6
SECEVAULTELECNMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPT
NMH-FIB-OPTNMH-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTTWELECTRANS.GASMETERTCOCOCO2471+00
2472+00
2473+00
2474+00
2475+00
2476+00
2477+00
2478+00
1471+00
1472+00
1473+00
1474+00
1475+00
1476+00
1477+00
1478+00
4360+00
4361+00
4362+00
4363+00
4364+00
4365+00
4366+00
4367+00
3360+00
3361+00
3362+00
3363+00
3364+00
3365+00
3366+00
3367+00
BOTTINEAU B
L
V
D
(
C
R
8
1
)
LAKELAND AVE N
CRYSTAL AIRPORT RD℄ SB BOTTINEAU BLVD (CR 81)
℄ TRACK 1
℄ TRACK 2
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)
12" X 8" CROSS
6' DIP
6" X 8" TEE 6' DIP
SEE PROFILE W-C18
8" DIP
(2) 6" PROPOSED
SERVICES
PROFILE 7080-7083
15" PVCSAN7081
SAN7083
2
8" X 8" TEE
SEE PROFILE W-C18
8" GATE VALVE C21
C1
C1
(2) 6" GATE VALVESC2
15" PVC
172+00173+00174+00 174+89
8
8
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SAN7080 8
8" DIP
CONSTRUCTION LIMITS
1
(2) 6" GATE VALVESC21
(2) 6" DIP SERVICES
15" PVC
12' CIP
SAN70828
CRYSTAL AIRPORT RDPROFILE 7079-7080 BNSF RAILWAY
CRYSTAL AIRPORT
SEE PROFILE W-C18
SEE PROFILE W-C15
SEE PROFILE W-C18
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DRAFT-NOT FOR CONSTRUCTION
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S3-UTL-SWP-011
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60SEE SHEET 39SEE SHEET 37HORIZONTAL
SCALE IN FEET
0 15 30 60
SEE SHEET ##
PROFILE REFERENCE
PROFILE 7079-7080 - SEE SHEET 50
PROFILE 7080-7083 - SEE SHEET 50
PROFILE W-C18 - SEE SHEET 56
PROFILE W-C15 - SEE SHEET 56
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES.
4.6
SECDSSSSCOCOCOC
O
L
O
R
A
D
O
A
V
E
N CRYSTAL AIRPORT RDLAKELAND AVE NCRYSTAL AIRPORT RDB
R
U
N
S
W
I
C
K
A
V
E
N
EX ROW (TYP)
SEE PROFILE W-C18
8" DIP
8" X 8" TEE
SEE PROFILE W-C12
8" DIP
6" GATE VALVEC21
166+00
16
7
+
0
0
16
8
+
0
0
169+00
170+00 171+00172+00B
R
U
N
S
W
I
C
K
A
V
E
N
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
9
8" X 12" TEE
1
1
1
C1
12" DIP
12" DIP
6" DIP
6" DIP CRYSTAL AIRPORT RDCRYSTAL AIRPORT
SEE PROFILE W-C21
SEE PROFILE W-C18
Dec, 05 2025 11:29 am C:\pw\kh1\d0345567\S3-UTL-SWP.dwg By: amalokuSHEET
OF
SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECKDESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
50
S3-UTL-SWP - 023
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60
SEE SHEET 38
SEE SHEET 49PROFILE REFERENCE
PROFILE W-C21 - SEE SHEET 57
PROFILE W-C12 - SEE SHEET 55
PROFILE W-C18 - SEE SHEET 56
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES.
4.6
FLAGFLAGFLAGDDDEEEEESSVAULTELECVAULTELECEEEEEEEEEEEEETVAULTELECVAULTELECVAULTELECVAULTELECEEVAULTELECEEMETERELECMETERELECEVAULTELECEEEMETERELECMETERELECVAULTELECVAULTELECVAULTELECVAULTELECGASMETERTVAULTELECNMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT NMH-FIB-OPT
NMH-FI
B
-
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-
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NMH-FIB-O
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NMH-F
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B
-
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HC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTHC-FIB-OPTGASTXXXX
X
X
XXXCOCO2457+00 2458+00 2459+00 2460+00 2461+00 2462+00 2463+00
1457+00 1458+00 1459+00 1460+00 1461+00 1462+00 1463+00
4345+00 4346+00 4347+00 4348+00 4349+00 4350+00 4351+00 4352+00
3345+00 3346+00 3347+00 3348+00 3349+00 3350+00 3351+00 3352+00
100+00 101+00 102+00
200+00 201+00
409+02404+00 405+00 406+00 407+00 408+00 409+00
309+08304+00 305+00 306+00 307+00 308+00 309+00 232+00233+00234+00235+00236+00237+00238+00132+00133+00134+00135+00136+00137+00138+00BOTTINEAU BLVD (CR 81)
℄ CR 81 NB OFF RAMP
℄ TRACK 2
℄ CR 81 SB ON RAMP
℄ SB BOTTINEAU BLVD (CR 81)
℄ NB BOTTINEAU BLVD (CR 81)
EX ROW (TYP)
EX PROPERTY
LINE (TYP)BASS LAKE RD (CR 10)PROFILE X
PROFILE W-C10
8" DIP
8" DIP
2
8" GATE VALVEC21
8
8
8" GATE VALVEC2
SAN70758" GATE VALVEC21
SAN7077
18" PVC
8" DIP
157
+
0
0
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE EXISTING
WATER MAIN TEE.
INSTALL SPOOL
PIECE AND SLEEVE.
1
PROFILE 7075-7077
SAN7076 8
℄ CR 81 SB OFF RAMP
℄ EB BASS LAKE RD (CR 10)
℄ CR 81 SB ON RAMP
℄ SB BOTTINEAU BLVD (CR 81)
℄ SB CR 81 NB ON RAMP
℄ WB BASS LAKE RD (CR 10)
℄ CR 81 NB OFF RAMP
℄ TRACK 1
BNSF RAILWA
Y
ADAIR AVE NBASS LAKE ROAD STATION
SEE PROFILE W-C5
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SHEET NAME:
NO. DATE BY REVISION / SUBMITTALCHECKDESIGN
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36
S3-UTL-SWP-009
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60SEE SHEET 37SEE SHEET 35HORIZONTAL
SCALE IN FEET
0 15 30 60
SEE SHEET ##SEE SHEET ##SEE SHEET ##SEE SHEET ##SEE SHEET ##SHEET OVERLAP AREA. REFER
TO SHEETS REFERENCED FOR
ADDITIONAL DETAIL.SEE SHEET 37SEE SHEET ##
PROFILE REFERENCE
PROFILE W-C5 - SEE SHEET 52
PROFILE W-C10 - SEE SHEET 54
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES.
4.6
D
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2459+002460+002461+002462+002463+002464+002465+001459+001460+001461+001462+001463+001464+001465+004347+004348+004349+004350+004351+004352+004353+003348+003349+003350+003351+003352+003353+003354+00100+00101+00102+00103+00200+00201+00202+00203+00409+02406+00407+00408+00409+00309+08307+00308+00309+00232+00 233+00 234+00 235+00 236+00 237+00 238+00
132+00 133+00 134+00 135+00 136+00
137+00
138+00
LAKELAND AVE N
℄ TRACK 2
EX ROW (TYP)
EX PROPERTY
LINE (TYP)BASS LAKE
ROAD
STAT
ION
155+00156+00
15
7
+
0
0
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
℄ CR 81 SB OFF RAMP
℄ EB BASS LAKE RD (CR 10)
℄ CR 81 SB ON RAMP
℄ SB BOTTINEAU BLVD (CR 81)BNSF RA
ILWAY
℄ SB CR 81 NB ON RAMP
BOTTINEAU
BLVD
(CR
81
)
BASS LAKE ROAD (CR 10)
℄ WB BASS LAKE RD (CR 10)
℄ CR 81 NB OFF RAMP
SEE PROFILE W-C5
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OF
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NO. DATE BY REVISION / SUBMITTALCHECKDESIGN
DRAFT-NOT FOR CONSTRUCTION
HORIZONTAL
SCALE IN FEET
0 15 30 60
46
S3-UTL-SWP - 019
CIVIL/SYSTEMS CONSTRUCTION
VOLUME 6C - UTILITIES
UTILITY PLAN
90% SUBMITTAL - R00 - 02/27/26
60SEE SHEET 45SEE SHEET 47SEE SHEET 36
SEE SHEET 36
SHEET OVERLAP AREA. REFER
TO SHEETS REFERENCED FOR
ADDITIONAL DETAIL.
SEE
S
H
E
E
T
37
PROFILE REFERENCE
PROFILE W-C5 - SEE SHEET 52
XX
NOTES:
1.SEE SHEET 4 FOR PROPOSED UTILITY
LEGENDS.
2. = CONSTRUCTION NOTE. REFER TO
SHEET 4 FOR NOTES
3.SEE UTILITY PLAN SHEET
36 - S3-UTL-SWP-009 FOR UTILITY
DESIGN NOTES IN THIS AREA
.
4.6
BASS LAKE ROAD MEDIAN
1/5/2026
BROOKLYN PARK CRYSTAL ROBBINSDALE MINNEAPOLIS
4.6
DRAFT - WORK IN PROCESS
January 5, 2026
Existing Bass Lake Road Median LandscapeSherburne AvenueBo
t
t
i
n
e
a
u
B
o
u
l
e
v
a
r
d Lakeland
Avenue
Bass Lake RoadElmhurst Avenue
4.6
DRAFT - WORK IN PROCESS
January 5, 2026
Existing Bass Lake Road Median Landscape
Sherburne Ave to Bottineau Blvd Lakeland Ave to Bottineau Blvd
4.6
DRAFT - WORK IN PROCESS
Bass Lake Road Median Landscape Plan Example
January 5, 2026
Sheet 01
Bass Lake Road
Becker Park
1.5’ Maintenance Strip MATCH LINE4.6
DRAFT - WORK IN PROCESS
Bass Lake Road Median Landscape Plan Example
January 5, 2026
Sheet 02
Bass Lake RoadElmhurst AvenueBecker Park BNSF Ra
i
lway
Section 1
1
1
MATCH LINE4.6
DRAFT - WORK IN PROCESS
Bass Lake Road Median Landscape Plan Example
January 5, 2026
Sheet 03
Bass Lake Road
Adair AvenueLakeland AvenueNB B
o
t
t
i
n
e
a
u
B
o
u
l
e
v
a
r
d
O
n
-R
am
p
NB B
o
t
t
i
n
e
a
u
B
o
u
l
e
v
a
r
d
Of
f-
Ra
m
p
Lotus Pointe Development
NB
LR
T
G
u
i
d
ew
a
y
SB
LR
T
G
u
i
d
ew
a
y CLRTColored Concrete
Colored Concrete
Section 2
2
2
4.6
DRAFT - WORK IN PROCESS
Bass Lake Road Median Landscape Plan Example
January 5, 2026
Sections
Section 1 - Facing East
Section 2 - Facing East
4.6
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026 – ___
RESOLUTION RECOMMENDING AUTHORIZATION OF
BLUE LINE EXTENSION AGREEMENTS
WHEREAS, the Metropolitan Council, an agency of the State of Minnesota, is proposing to
build the METRO Blue Line Extension ( the “ Project”), light rail transit infrastructure, through the
City of Crystal ( the “ City”); and
WHEREAS, the Project has now reached the 90% Design phase, requiring the execution of a
Cooperative Construction Agreement (CCA) to define construction responsibilities and a
Subordinate Funding Agreement (SFA) to manage the design and construction of local municipal
infrastructure; and
WHEREAS, the City Staff finds that execution of these agreements is in the interest of the City,
provided that the technical protections and financial safeguards identified by City Staff are fully
incorporated into the final document; and
WHEREAS, those discussions have yielded certain commitments from the Project or Hennepin
County, as applicable; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council elects to authorize the City Manager to
execute the Cooperative Construction Agreement (CCA) and the Subordinate Funding Agreement
(SFA) with the Metropolitan Council and Hennepin County; and
BE IT FURTHER RESOLVED that the City Council approval to authorize the signature of the named
agreements is based on commitments made by the Project or Hennepin County, as follows:
1. This authorization is contingent upon the Project’s written commitment to resolve the
technical items identified by the City’s letter on April 28, 2026, to the satisfaction of the City
Engineer, Community Development Director, and the Transit Project Coordinator, including
but not limited to:
2. Finalizing the SFA to ensure all local work is appropriately funded and designed to the City
standards
4.6
BE IT FURTHER RESOLVED that this resolution does not preclude the City from taking future
actions within its authority to ensure the Project is built and maintained in a way that protects
Crystal’s municipal infrastructure and quality of life.
Adopted by the Crystal City Council this ___ day of ___________________, 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Christina Serres,
City Clerk
4.6
Memorandum
DATE: May 19, 2026
TO: Mayor and City Council
FROM: Sarah Nissen, Administrative Program Specialist
SUBJECT: Consider Appointment of Lilliann Henthorne to the Parks & Recreation
Commission
____________________________________________________________________
BACKGROUND
The City Council interviewed Lilliann Henthorne for appointment to the Parks & Recreation
Commission on May 5. Following the interview, Lilliann is recommended for appointment to the
Parks & Recreation Commission to fill a vacant At-large seat, with a term expiring on December
31, 2028.
RECOMMENDATION
Recommend a new appointment of Lilliann Henthorne to the Parks & Recreation Commission
for an At-large seat for a term to expire 12/31/28.
ATTACHMENT
Commission Application – Lilliann Henthorne (Redacted)
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Memorandum
DATE: May 19, 2026
TO: Mayor and City Council
FROM: Sarah Nissen, Administrative Program Specialist
SUBJECT: Consider Appointment of Jordan Pinneke to Inclusion & Diversity Commission
____________________________________________________________________
BACKGROUND
The City Council interviewed Jordan Pinneke for appointment to the Inclusion & Diversity
Commission on May 5. Following the interview, Jordan is recommended for appointment to the
Inclusion & Diversity Commission to fill a vacant At-large seat, with a term expiring on
December 31, 2027.
RECOMMENDATION
Recommend a new appointment of Jordan Pinneke to the Inclusion & Diversity Commission for
an At-large seat for a term to expire 12/31/27.
ATTACHMENT
Commission Application – Jordan Pinneke (Redacted)
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Memorandum Memorandum
DATE: May 19, 2026
TO: City Council
FROM: Jesse Struve, Public Works Director
Brad Fortin, Parks Superintendent
SUBJECT: Declare disease trees public nuisances and order them abated
Summary
City Code Section 2015 states that the City has determined that the health of the shade trees within the
city limits is threatened by shade tree diseases. It has further determined that the loss of shade trees
growing upon public and private property would substantially depreciate the value of property within
the city and impair the safety, good order, general welfare and convenience of the public.
Over the last few years the City has been working with around a hundred property owners to get
diseases trees removed. Of the properties contacted over the last two years, 6 properties with
confirmed shade tree diseases have not responded to any City correspondence or removed the diseased
tree(s). As of May 15, 2026, the trees had not been removed. Since the City has contacted the properties
multiple times over the last 12 months and received no action, they are coming to Council for
abatement consideration.
City Code provides a process for which the Council needs to declare these diseased trees to be nuisances
so that the City can remove them. The process states that the City must notify the property owner,
provide the property owner the opportunity to speak directly to the Council at the Council meeting,
after which point the Council may take action to declare the tree a nuisance and order it abated.
Attached to this memo is the notification letter of the Council meeting. This property has received other
correspondence from the City prior to the attached letter.
Attachment
•3224 Welcome Ave. N.
•3242 Adair Ave. N.
•3048 Wisconsin Ave. N.
•3032 Utah Ave. N.
•3101 Florida Av. N.
•3160 Welcome Ave. N
Recommended Action
Motion declaring the diseased trees a public nuisance and ordering them abated.
4.9
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
RESOLUTION DECLARING THE DISEASED TREES PUBLIC NUISANCES AND
ORDERING THEM ABATED AT SEVERAL PRIVATE PROPERTIES
WHEREAS, Crystal City Code 2015 governs shade tree diseases in the city of Crystal and provides a
process to declare them public nuisances and order them abated; and
WHEREAS, the trees on the property at the properties listed below have been inspected by the City’s
certified tree inspectors; and
WHEREAS, the certified tree inspectors confirmed the trees to be diseased with Emerald Ash Borer
disease; and
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The City of Crystal declares the diseased trees at the properties listed below a public
nuisance, orders them to be abated, and directs the cost of such abatement to be assessed
against the property in accordance with the Crystal City Code and Minnesota Statutes,
Section 429.101.
List of properties with diseased trees to be declared a nuisance:
3224 Welcome Ave. N. 3048 Wisconsin Ave. N.
3242 Adair Ave. N. 3101 Florida Ave. N.
3032 Utah Ave. N. 3160 Welcome Ave. N.
Adopted this 19th day of April 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
ERIK & KIMBERLY WALTER
3032 UTAH AV N
CRYSTAL MN 55427
This is a courtesy notice to inform you that the property 3032 Utah Av N is set to be on the
agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on the
property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/17/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
MICHAEL J SYBRANT
3048 WISCONSIN AV N
CRYSTAL MN 55427
This is a courtesy notice to inform you that the property 3048 Wisconsin Av N is set to be on
the agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on
the property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/17/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
MARK A SHERVA
3101 FLORIDA AV N
CRYSTAL MN 55427
This is a courtesy notice to inform you that the property 3101 Florida Av N is set to be on the
agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on the
property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/17/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
DOMINIC NZARA
8243 TYLER ST NE
SPRING LAKE PARK MN 55432
This is a courtesy notice to inform you that the property 3160 Welcome Av N is set to be on the
agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on the
property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/18/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
ROBERT E COSTIGAN
5800 SAINT CROIS AV N #627
GOLDEN VALLEY MN 55422
This is a courtesy notice to inform you that the property 3224 Welcome Av N is set to be on the
agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on the
property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/18/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
4141 Douglas Drive North • Crystal, Minnesota 55422-1696
Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov
5/11/26
JAMES & MELISSA ROUSE
3242 ADAIR AV N
CRYSTAL MN 55422
This is a courtesy notice to inform you that the property 3242 Adair Av N is set to be on the
agenda for the Crystal City Council meeting on 5/19/26 to have the one (1) diseased tree on the
property named a nuisance.
After the tree is formally named a nuisance, the tree will be put on a list for the City’s tree
removal contractor to be removed as soon as possible.
The property owner will receive an invoice for the full cost of the work, including administrative
fees and sales tax. If the invoice goes unpaid, the cost plus an additional administrative fee, will
be assessed to the property taxes to be paid off over 5 years, with an interest rate of 12%.
The original violation notice was mailed on 11/18/25 and then mailed on 2/24/26 with a
physical copy also being hand delivered to the property that same week and posted on the
front door.
If you have any questions, please reach out to our Parks Superintendent –
Brad Fortin
763-531-1158
public.works@crystalmn.gov
4.9
COUNCIL STAFF REPORT
DATE: May 19, 2026
FROM: Jesse Struve, Public Works Director / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve Construction Cooperative Agreement (CCA) with Hennepin County for Douglas
Drive Safety Improvement Project
Background
Hennepin County approached us in 2025 about a safety project that would impact Douglas Drive at
specific intersections between 32nd Ave. and Fairview Ave. This project was not in the long-term plan
(LTP) because it was originally included in the EDA. There will be Federal Funds and other grants applied
to the project to where the anticipated city’s contribution will be $417,392.62. This will be funded
utilizing some EDA funds and our Municipal State Aid (MSA) funds.
Hennepin County will be making several improvements at intersections in this area. The project will
move curb lines and add in medians to shorten crossing distances. The project will also install a new
RRFB at Fairview to help stop cars when people are crossing into the Community Center and pool
campus. These medians will likely have a secondary impact of helping to slow traffic in the vicinity of
these crossings.
With this type of joint project, the agencies enter a CCA which outlines responsibilities and costs for each
agency.
Budget Impacts
The total estimated construction cost for Crystal is approximately $417,392.62. While this was not in the
LTP, this will be funded utilizing MSA and EDA funds.
Requested City Council Action
•Staff recommend approval of CCA with the Hennepin County
Attachments
•Resolution Approving CCA with Hennepin County
•CCA with Hennepin County
•90% Construction Plans
4.10
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
APPROVE CONSTRUCTION COOPERATIVE AGREEMENT (CCA) WITH HENNEPIN
COUNTY FOR DOUGLAS DRIVE SAFETY IMPROVEMENT PROJECT
WHEREAS, the maintaining and reconstructing city infrastructure is an essential service in the
City of Crystal; and
WHEREAS, the City has developed a long-term plan for the replacement and maintenance of
city infrastructure including the roads, utilities, and fleet; and
WHEREAS, Hennepin County approached staff with a safety improvement project on Douglas
Dr; and
WHEREAS, this project is in our best interest to participate in jointly with Hennepin County.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby approves the CCA with the Hennepin County.
Adopted this 19th day of May 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
4.10
Agreement No. PW 02-09-26
County Project No. 2211300
County State Aid Highway 102
City of Crystal
County of Hennepin
CONSTRUCTION
COOPERATIVE AGREEMENT
This Agreement is made between the County of Hennepin, a body politic and corporate under the
laws of the State of Minnesota, hereinafter referred to as the “County”, and the City of Crystal, a
Minnesota home-rule charter city, under the laws of the State of Minnesota, hereinafter referred to
as the “City.” The County and the City collectively are referred to as the “Parties.”
Recitals
The following Recitals are incorporated into this Agreement.
1.The County is leading a safety improvement project along County State Aid Highway (CSAH)
102 (Douglas Drive) from 32nd Avenue to Fairview Avenue, which includes upgrading
pedestrian ramps to the current Americans with Disabilities Act (ADA) standards, installation
of Accessible Pedestrian Signals (APS), and replacement of two traffic signal systems, and
other improvements as shown in County Project (CP) 2211300, and as further illustrated in the
attached Exhibit B (Project Plan Title Sheet), and which shall hereinafter be referred to as the
“Project”.
2. The Parties have agreed to enter into this Agreement to memorialize the partnership and to
outline each Party’s ownership and financial responsibilities, maintenance responsibilities, and
associated costs for the Project.
3.The County shall be the lead agency in Project designs, engineering, and construction
administration, and shall be responsible for acquiring all necessary right of way and/or permits
required by other governmental agencies for the Project.
4.The County Engineer has prepared an Engineer’s Estimate of quantities and unit prices for the
above described Project, and a copy of the Engineer’s Estimate and an estimated Division of
Cost Summary, marked Exhibit A, is attached hereto.
5.The Project will be carried out by the Parties under the provisions of Minnesota Statutes,
Section 162.17, Subdivision 1, and Section 471.59.
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
Agreement
NOW, THEREFORE, the Parties agree as follows:
1. Term of Agreement, Survival of Terms, and Exhibits.
Effective Date. This Agreement is effective as of the date of the final signature.
Expiration Date. This Agreement will expire after the date in which all obligations
have been satisfactorily fulfilled.
Survival of Terms. Provisions that by their nature are intended to survive the term,
cancellation or termination of this Agreement do survive such term, cancellation or
termination. Such provisions include but are not limited to: Maintenance
Responsibilities, Records/Audits, Indemnification, Insurance, Worker Compensation
Claims, Cancellation, Termination, and Minnesota Laws Govern.
Exhibits. All exhibits are attached and incorporated into this Agreement.
1.4.1 Exhibit A (Division of Cost Summary)
1.4.2 Exhibit B (Project Plan Title Sheet)
1.4.3 Exhibit C (Drainage Ownership and Maintenance Responsibilities)
2. Project Construction.
Contract Award and Administration. The County or its agents shall prepare the
necessary plans, specifications, and proposal; obtain approval of the plans and
specifications from the Minnesota Department of Transportation (MnDOT) and the
City; advertise for bids for the work and construction; receive and open bids pursuant
to the advertisement; enter into a contract with the successful bidder at the unit prices
specified in the bid of such bidder; administer the contract; and perform the required
engineering and inspection; all in accordance with the plans and specifications set forth
below.
Plans and Specifications.
2.2.1 Design Work. All design work performed by the County and its agents that is
to be incorporated into the bidding documents for the Project shall be prepared
and certified by a Professional Engineer licensed in the State of Minnesota. All
designs which affect County facilities shall conform to MnDOT Design
Standards applicable to County State Aid Highways and to the requirements of
the Americans with Disabilities Act (ADA) standards, and be approved by the
County Engineer.
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
2.2.2 Plan Numbers (S.A.P.#/S.P.#). The plans and specifications are referenced and
identified as S.P.# 027-702-023 and shall be approved by MnDOT before Project
construction.
2.2.3 Request for Copies of Plans. At the request of the City, the County or its agents
shall furnish the City with any working copies of any plans, designs or reports
at any time during the Project design process.
Construction Supervision and Inspection. The County or its agents will administer
the construction contract, and perform all necessary engineering, inspection and testing
of all the contract work. All work for the Project shall be completed in compliance with
the MnDOT and City approved plans and specifications. The City Engineer or a
designated representative shall have the right, as the work progresses, to enter upon the
job site to make any inspections deemed necessary and shall cooperate with the County
Engineer and staff at their request to the extent necessary, but will have no responsibility
for the supervision of the work.
Plan Changes and Additional Construction.
2.4.1 Plan Changes. The City agrees that the County may make changes in the plans
or in the character of the contract construction that are reasonably necessary to
cause the construction to be in all things performed and completed in a
satisfactory manner. It is further agreed by the City that the County may enter
into any change orders or supplemental agreements with the County’s contractor
for the performance of any additional construction or construction occasioned
by any necessary, advantageous or desirable changes in plans, within the original
scope of the Project.
2.4.2 Review Proposed Changes. The City shall have the right to review any
proposed changes to the plans and specifications as they relate to the City's cost
participation prior to the work being performed, except in emergencies, and in
those instances where the proposed changes necessitate a re-engineering of the
design and/or specifications, the County shall submit the re-engineered design
and/or specifications to the City. The City Engineer or designated representative
shall respond to the County’s request for approval to authorize the issuance of
any negotiated change orders or supplemental agreements prepared by the
County that affect the City's share of the construction cost within a reasonable
time frame.
Right of Way/Permits.
2.5.1 Right of Way Acquisition. The County or its agents shall acquire all additional
right of way, permits and/or easements required for the construction of the
Project.
2.5.2 Access Rights and Permits. To the extent permitted by law, the City shall
transfer, convey, permit, or otherwise allow the use of, property rights controlled
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
or maintained by the City, including but not limited to easements or access
rights, that may be required by the County for the Project. The Parties understand
that any such access rights shall be subject to the City Council approval and will
be granted at no cost to the County. Any and all permits required by the City for
the Project shall be granted at no cost or expense to the County or its contractors.
These permits include but are not limited to the following: obstruction permits,
after hours work permits, and permits related to City water and sanitary
infrastructure. The County shall also obtain, and comply with, any and all
permits and approvals required from other governmental or regulatory agencies
to accomplish the Project.
2.5.3 Right of Way Cost. The City shall participate in the right of way cost for the
Project as provided herein. The Parties understand and agree that the City’s share
of the Project right of way cost is fifty percent (50%) of the total Project right of
way cost (“City’s Right of Way Cost”). As further described in Exhibit A, the
City’s Right of Way Cost is currently estimated to be $62,000.00, which shall
be paid to the County as a part of the City’s total cost participation in the Project.
Traffic Signal. The Project will replace two traffic signal systems on Douglas Drive
(CSAH 102) at the intersections of 36th Avenue (System ID# 8008600), and 42nd
Avenue (CSAH 9) (System ID# 8000300), collectively (the “Signal Systems”). The
Project will require new signal cabinets equipped with controllers, detection equipment,
and required accessories to be installed as part of the Project. The County will furnish
the cabinets, and the City agrees to reimburse the County for the City’s portion of the
cabinet cost (“City’s Cabinet Cost”) currently estimated at $15,000.00, which will be
paid to the County as part of the City’s total cost participation in the Project, as shown
in Exhibit A.
2.6.1 Electrical Power. The City, at no cost to the County, shall: (1) install, cause the
installation of, or perpetuate the existence of an adequate three wire, 120/240
volt, single phase, alternating current electrical power connection to the
permanent traffic control signal systems and integral streetlights included in the
Project; and (2) provide the electrical power for the operation of all permanent
and temporary traffic control signal systems and integral traffic signal pole
mounted luminaires installed as part of the Project.
2.6.2 Emergency Vehicle Preemption (EVP). The EVP systems shall be managed
and maintained by the County. The City shall report malfunctions of EVP
systems to the County immediately after discovery of the malfunction.
2.6.3 Accessible Pedestrian Signal (APS). The County will install APS pushbuttons
and associated components, and integrate the components to the traffic signal
system at the intersections as described in the construction plans.
2.6.4 Rectangular Rapid Flashing Beacon (RRFB). The Project will install one
RRFB and associated components as described in the construction plans. The
City, at no cost to the County, shall provide the electrical energy for the operation
of the RRFB installed as part of the Project.
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
Street Lighting. Not applicable.
Asbestos. The Project may include the removal of asbestos containing electrical
conduit. Only firms licensed to conduct asbestos abatement shall be used for the safe
removal of asbestos containing electrical conduit with proper shipping manifest
prepared and submitted to appropriate agency. The lead agency in the Project
construction shall be responsible for the oversight of the removal of asbestos containing
electrical conduit and compliance with the above-mentioned specifications.
Detours. The Project may require limited detouring of traffic onto the City’s streets.
The Parties agree that there will be no compensation to the City for detours onto its
streets required to construct the Project.
3. Cost Participation. In addition to the City’s Right of Way Costs for the Project as stated in
Subsection 2.5.3 and the City’s Cabinet Cost in Subsection 2.6, the City shall participate in the
Project contract construction costs (“Contract Construction Costs”), associated design
engineering fees (“Design Engineering Costs”), and Project construction administration fees
(“Construction Engineering Costs”), collectively (“City’s Cost Participation”) as provided
herein.
Contract Construction Costs and Exhibit A Unit Prices. The City’s Cost
Participation shall include the Contract Construction Costs for the Project as set forth in
the estimated Division of Cost Summary shown in Exhibit A. For informational
purposes only, the City’s share in Contract Construction Costs is currently estimated to
be $157,757.00. The respective proportionate shares of the pro-rata pay items included
in Exhibit A shall remain unchanged throughout the life of this Agreement. The Parties
each understand and agree that the amount as shown in Exhibit A is an estimate of the
Contract Construction Costs on the Project and the unit prices set forth in the contract
with the successful bidder and the final quantities as measured by the County Engineer's
designated representatives shall govern in computing and apportioning the Parties’ total
final Contract Construction Costs for the Project. The final quantities as measured by
the County Engineer's designated representatives for contract pay items in which the
City is participating shall be subject to the review and approval by the City Engineer.
Design Engineering and Construction Engineering Costs. The City’s Cost
Participation shall include reimbursement to the County for the City’s proportionate
share of the Design Engineering Costs and the Construction Engineering Costs for the
Project. The City’s share of the Design Engineering Costs shall be equal to twelve
percent (12%) of the total final amount of the City’s share of the Contract Construction
Costs for the Project. For informational purposes only, the City’s share in Design
Engineering Costs is currently estimated to be $68,488.00. The City’s share of the
Construction Engineering Costs shall be equal to ten percent (10%) of the total final
amount of the City’s share of the Contract Construction Costs for the Project as specified
in Subsection 3.1 above. For informational purposes only, the City’s share in
Construction Engineering Costs is currently estimated to be $57,074.00. The Parties
understand and agree that the City’s proportionate shares of the Design Engineering and
Construction Engineering Costs as listed in Exhibit A are estimated, and the City’s
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
actual proportionate shares will be computed using the total final amount of the City’s
share of the Contract Construction Costs for the Project.
4. Payment.
Amount Due. The City agrees to pay the City’s Cost Participation amount as described
herein.
When to Invoice. After an award by the County to the successful bidder on the Project,
the County shall invoice the City for ninety-five percent (95%) of the City’s Cost
Participation for the Project. The City’s Cost Participation shall be based on actual
contract unit prices applied to the estimated quantities shown in the plans.
Pay to the Order of. Payments shall be made to the County, in the name of the
Hennepin County Treasurer, by the City for the full amount due stated on the invoices
within forty-five (45) days of the invoice date.
Where to Send Payment. The payment should include the date, the name of the
County’s Project manager (Nariman Vanaki, P.E.), Project name and County Project
number (C.P. 2211300). Payment and supporting documentation should be mailed to
the following address:
Hennepin County Accounts Receivable
Mail Code 131
300 South 6th St
Minneapolis, MN 55487
Supplemental Agreement or Change Order. In the event the County Engineer or the
County's staff determines the need to amend the construction contract with a
supplemental agreement or change order which results in an increase in the contract
amount for the Project, the City hereby agrees to remit within forty-five (45) days of
notification by the County of the change an amount equal to ninety five percent (95%)
of the estimated City’s share as documented in the supplemental agreement or change
order.
Final Amount Due. The remainder of the City’s Cost Participation including additional
costs resulting from supplemental agreements and change orders, will be due the County
upon acceptance by the County’s construction engineer of all the construction work
performed by the County’s construction contractor and submittal of the County
Engineer's final estimate for the Project to the City.
Remaining Balance. Upon final payment to the Project contractor by the County, any
amount remaining as a balance in the deposit account will be returned to the City within
forty-five 45 days, on a proportionate basis based on the City’s initial deposit amount
and the City’s final proportionate share of the Project costs. Likewise, any amount due
the County from the City upon final payment by the County shall be paid by the City as
its final payment for the construction and engineering costs of the Project within forty-
five (45) days of receipt of an invoice from the County.
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Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
5. County Permit Issuance. The County reserves the right not to issue any permits for a period
of five (5) years after completion of the Project for any service cuts in the roadway surfacing
of the County Highways included in the Project for any installation of underground utilities
which would be considered as new work. Service cuts shall be allowed for the maintenance
and repair of any existing underground utilities.
6. No Parking. Not applicable.
7. The City’s Maintenance Responsibilities. Upon completion of the Project, the City shall
provide year-round maintenance at its sole cost as outlined below.
Roadways. Not applicable.
Traffic Signals and Components.
7.2.1 Electrical Service Costs. The City, at its sole cost and expense, shall provide
electrical energy for the operation of the Signal Systems and shall maintain fuses
and wires to the load side of the meter socket of the traffic Signal Systems and
integral streetlights/luminaires.
7.2.2 Traffic Signal System Adjustment. The City shall not revise by addition or
deletion, nor alter or adjust any component, part, sequence, or timing of the
Signal Systems, however, nothing herein shall prohibit prompt, prudent action
by properly constituted authorities in situations where a part of such Signal
Systems may be directly involved in an emergency.
7.2.3 Signal Luminaires. The City shall provide all required maintenance for the
lamps on the luminaire extensions above the signals. Maintenance includes but
is not limited to replacing burned out luminaire lamps, replacing fixtures,
replacing other lighting components, and replacing fuses and wires from the
luminaire lamps to load side of meter sockets of the Signal Systems.
7.2.4 Signal Cleaning. The City shall be responsible for general cleaning and graffiti
removal from the Signal System equipment and components.
7.2.5 Rectangular Rapid Flashing Beacon (RRFB). The City shall own
and maintain the RRFBs installed as part of the Project according to City
practices at no cost to the County.
7.2.6 Blocking County Roadways. When performing the Signal System maintenance
work under this Agreement, the City may partially block affected County
roadways within its corporate limits if needed. In cases of emergency, such
County roadways may be wholly blocked and the passage of traffic thereon
prevented by the City. At no time, however, shall the City continue to obstruct
the free passage of traffic on the County roadways for a longer period of time
than is reasonably required for making the necessary traffic signal repairs. The
City shall not cause any portions of the County roadways on which traffic control
7
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
signals are to be maintained to be closed to traffic for any reason other than those
above without receiving prior written approval from Hennepin County and in no
event for a time longer than shall be necessary. In the event of the total blocking
or closing of any such County roadways, the City shall provide a suitable detour
during such time.
7.2.7 Materials. When performing the Signal System maintenance work under this
Agreement, the City shall be responsible for proper signing, marking,
barricading and such other warning devices as may be required to adequately
protect the pedestrian and vehicular traffic. All materials used by the City in the
performance of the maintenance work shall conform to the requirements of the
current edition of the MnDOT "Standard Specifications for Highway
Construction" and all amendments and supplements thereto. All traffic signs,
pavement markings and warning devices shall comply with the current
Minnesota Manual on Uniform Traffic Control Devices (MN MUTCD).
Sidewalks and Pedestrian Ramps. The City shall own and maintain the sidewalks and
pedestrian ramps constructed as part of the Project according to City practices at no cost
to the County. Maintenance includes but is not limited to repairing faulted or broken
panels or surfaces, vegetation control, and snow and ice removal.
Pedestrian Refuges. The City shall maintain pedestrian refuges constructed/revised
as part of the Project according to City practices at no cost to the County.
Crosswalk Markings. The City shall assume maintenance of all crosswalk markings
for roadway users installed as part of the Project.
Storm Sewers. The City shall own and maintain catch basins, manholes, and trunk
lines serving areas beyond the County right of way constructed or reconstructed under
the Project at no cost to the County. Maintenance includes but is not limited to repairs
to structures, casting, and adjacent curb section repairs along with removal of sediments,
vegetation, and ice. Storm sewer ownership and maintenance responsibilities are further
illustrated in the attached Exhibit C.
Landscaping. The City shall own and maintain landscape/streetscape features
(including those added to pedestrian bumpouts/curb extensions and medians) installed
as part of the Project according to City practices at no cost to the County. Examples
include trash removal, trimming, mowing, watering, irrigation maintenance, and
replanting or replacing.
8. The County’s Maintenance Responsibilities. Upon completion of the Project, the County
shall provide year-round maintenance at its sole cost as outlined below.
Roadways. Maintenance of CSAH 102 reconstructed under the Project. Maintenance
includes, but is not limited to, sweeping, debris removal, resurfacing and sealcoating,
and any other maintenance activities according to accepted County maintenance
practices.
8
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
Traffic Signals and Components.
8.2.1 Locating Traffic Signal Electrical Power Service Drop Lines. The County
will be responsible for performing all underground location of electrical service
drop from source of power (wood pole or other transformer location) to the
service cabinet of the Signal Systems for the purpose of various design and
construction projects or other projects which may be required through the
Gopher State One Call system, and furnishing all labor, materials, supplies, tools
and other necessary items.
8.2.2 Locating Traffic Signal Cable. The County will be responsible for performing
all underground location of signal equipment, conduit, wiring and related
equipment for the purpose of various design and construction projects or other
projects which may be required through the Gopher State One Call system, and
furnishing all labor, materials, supplies, tools and other necessary items without
cost to the City.
8.2.3 Locating Traffic Signal Fiber Optic Lines. The County will be responsible
for performing all underground location of fiber optic lines and related
equipment for the purpose of various design and construction projects or other
projects which may be required through the Gopher State One Call system, and
furnishing all labor, materials, supplies, tools and other necessary items without
cost to the City.
8.2.4 Traffic Signal Components. The County shall be responsible for maintenance
and repair of all traffic signal system components, including cabinets,
controllers, control equipment, conduit system and interconnect cable, signal
poles, mast arms, pushbutton posts, wiring, detection, EVP, signal heads,
pedestrian pushbuttons, Pan Tilt and Zoom (PTZ) cameras, and mast-arm
mounted street signs.
8.2.5 Signal Head Indications. The County shall provide all required maintenance
for the signal head indications. Maintenance includes but is not limited to
replacement of vehicular and pedestrian signal indications.
8.2.6 Traffic Signal Interconnect. The County shall be responsible for maintenance
and repair of all communication lines (primarily fiber optic lines) between the
Signal Systems, other infrastructure, and the County’s traffic management
center.
8.2.7 Signal Timing and Coordination. The County shall be responsible for signal
timing and coordination. Timing and coordination include but are not limited to
front page timing, coordination timing, EVP timing, pedestrian timing, and
preemption timing.
8.2.8 Traffic Signal Component Knockdowns. The County shall be responsible for
responding to signal and component knockdown calls and repairing or replacing
9
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
associated components damaged as a result of minor or major knockdowns to
ensure proper functioning of traffic signals.
County Road Pavement Striping. The County shall thereafter maintain and repair all
pavement striping for CSAH 102 installed as part of the Project, at the expense of the
County.
Storm Sewers. The County shall own and maintain culverts, catch basins and leads,
manholes, trunk lines and all other components that serve only County right of way
constructed or reconstructed under the Project, at no cost to the City. Maintenance
includes repairs to structures, casting, and adjacent curb section repairs along with
removal of sediments, vegetation, and ice. Storm sewer ownership and maintenance
responsibilities are further illustrated in the attached Exhibit C.
9. Authorized Representatives. In order to coordinate the services of the County with the
activities of the City and vice versa so as to accomplish the purposes of this Agreement, the
Hennepin County Highway Engineer or designated representative and the City Engineer or
designated representatives shall manage this Agreement on behalf of the County and the City.
County of Hennepin:
Carla Stueve
County Highway Engineer
Hennepin County Public Works
1600 Prairie Drive, Medina, MN 55340
Office: 612-596-0356
Carla.Stueve@hennepin.us
City of Crystal:
Name: Jesse Struve
Public Works Director/City Engineer
Address: 4141 Douglas Dr. N
Office: 763-531-1160
Email: Jesse.Struve@crystalmn.gov
10. Assignment, Amendments, Default, Waiver, Agreement Complete, Cancellation or
Termination.
Assignment. The City shall not assign, subcontract, transfer or pledge this Agreement
and/or the services to be performed hereunder, whether in whole or in part, without the
prior written consent of the County.
Amendments. Any alterations, variations, modifications or waivers of provisions of
this Agreement shall only be valid when they have been reduced to writing as an
amendment to this Agreement and signed by the Parties hereto.
Default. If the City fails to perform any of the provisions of this Agreement or so fails
to administer the work as to endanger the performance of the Agreement, this shall
constitute a default. Unless the City's default is excused by the County, the County may
10
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
upon written notice immediately cancel this Agreement in its entirety.
Waiver. The County's failure to insist upon strict performance of any provision or to
exercise any right under this Agreement shall not be deemed a relinquishment or waiver
of the same, unless consented to in writing. Such consent shall not constitute a general
waiver or relinquishment throughout the entire term of the Agreement.
Agreement Complete. The entire Agreement between the Parties is contained herein
and that this Agreement supersedes all oral agreements and negotiations between the
Parties relating to the subject matter hereof. All items referred to in this Agreement are
incorporated or attached and are deemed to be part of this Agreement.
Cancellation or Termination. This Agreement may be terminated or cancelled by
each party by mutual agreement with or without cause by either party upon thirty (30)
day written notice. This Agreement shall be terminated or cancelled by any party upon
a material breach by the other party. In the event of a termination or cancellation, the
Parties will remain responsible for cost participation as provided in this Agreement for
obligations incurred up through the effective date of the termination or cancellation,
subject to any equitable adjustment that may be required to account for the effects of a
breach.
11. Indemnification.
The City Indemnifies the County. The City agrees to defend, indemnify and hold
harmless the County, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the City or the City’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this Agreement, and against all
loss by reason of the failure of the City to perform fully, in any respect, all obligations
under this Agreement. The City’s liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
The County Indemnifies the City. The County agrees to defend, indemnify and hold
harmless the City, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the County or the County’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this Agreement, and against all
loss by reason of the failure of the County to perform fully, in any respect, all obligations
under this Agreement. The County’s liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
12. Insurance. The County and the City agree that any future contract let by the Parties for the
performance of any of the work included hereunder shall include clauses that will: 1) Require
the contractor to indemnify and hold the County and the City, their commissioners, officers,
11
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
agents and employees harmless from any liability, claim, demand, judgments, expenses, action
or cause of action of any kind or character arising out of any act or omission of the contractor,
their officers, employees, agents or subcontractors; 2) Require the contractor to be an
independent contractor for the purposes of completing the work provided for in this
Agreement; and 3) Require the contractor to provide and maintain enough insurance so as to
assure the performance of its indemnification and hold harmless obligation:
Limits
(1) Commercial General Liability on an occurrence
basis with contractual liability coverage:
General Aggregate $2,000,000
Products - Completed Operations Aggregate $2,000,000
Personal and Advertising Injury $1,500,000
Each Occurrence - Combined Bodily Injury
and Property Damage $1,500,000
Hennepin County shall be named as an additional insured for the
Commercial General Liability coverage with respect to operations
covered under this Agreement.
(2) Automobile Liability:
Combined Single limit each occurrence coverage or the
equivalent covering owned, non-owned, and hired
automobiles: $1,500,000
(3) Workers’ Compensation and employer’s Liability:
Workers’ Compensation: Statutory
If the contractor is based outside the State of
Minnesota, coverage must apply to Minnesota laws.
Employer’s Liability. Bodily injury by:
Accident – Each Accident $500,000
Disease – Policy Limit $500,000
Disease - Each Employee $500,000
(4) Professional Liability – Per Claim and Aggregate: $2,000,000
The above listed Professional Liability insurance will not be required in any construction
contract let by the City if the City’s contractors are not required to perform design engineering
as part of the construction contract.
An umbrella or excess policy over primary liability coverages is an acceptable method to
provide the required insurance limits.
12
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
The above subparagraphs establish minimum insurance requirements. It is the sole
responsibility of the City’s contractors to determine the need for and to procure additional
insurance which may be needed in connection with the Project.
All insurance policies shall be open to inspection by the County and copies of policies shall be
submitted to the County upon written request.
13. Worker Compensation Claims.
City’s Employees. Any and all employees of the City and all other persons engaged by
the City in the performance of any work or services required or provided for herein to
be performed by the City shall not be considered employees of the County, and any and
all claims that may or might arise under the Workers' Compensation Act or the
Unemployment Compensation Act of the State of Minnesota on behalf of the employees
while so engaged and any and all claims made by any third parties as a consequence of
any act or omission on the part of the employees while so engaged on any of the work
or services provided to be rendered herein shall in no way be the obligation or
responsibility of the County.
County’s Employees. Any and all employees of the County and all other persons
engaged by the County in the performance of any work or services required or provided
for herein to be performed by the County shall not be considered employees of the City,
and any and all claims that may or might arise under the Workers' Compensation Act or
the Unemployment Compensation Act of the State of Minnesota on behalf of the
employees while so engaged and any and all claims made by any third parties as a
consequence of any act or omission on the part of the employees while so engaged on
any of the work or services provided to be rendered herein shall in no way be the
obligation or responsibility of the City.
14. Records/Audits. The City agrees that the County, the State Auditor or any of their duly
authorized representatives at any time during normal business hours, and as often as they may
reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and
transcribe any books, documents, papers, records, etc., which are pertinent to the Project and
the accounting practices and procedures of the City which involve transactions relating to this
Agreement.
15. Nondiscrimination. The provisions of Minnesota Statute Section 181.59 and of any
applicable local ordinance relating to civil rights and discrimination and the Affirmative Action
Policy statement of Hennepin County shall be considered a part of this Agreement as though
fully set forth herein.
16. Counterparts/Electronic Signatures. This Agreement may be executed in one or more
counterparts, each of which will be deemed to be an original copy of this Agreement and all of
which, when taken together, will be deemed to constitute one and the same agreement. The
facsimile, email or other electronically delivered signatures of the Parties shall be deemed to
constitute original signatures, and facsimile or electronic copies hereof shall be deemed to
constitute duplicate originals.
13
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
17. Minnesota Laws Govern. The laws of the State of Minnesota shall govern all questions and
interpretations concerning the validity and construction of this Agreement and the legal
relations between the Parties and their performance. The appropriate venue and jurisdiction
for any litigation will be those courts located within the County of Hennepin, State of
Minnesota. Litigation, however, in the federal courts involving the Parties will be in the
appropriate federal court within the State of Minnesota.
(This space left intentionally blank)
14
4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
IN TESTIMONY WHEREOF, the Parties hereto have caused this Agreement to be executed
by their respective duly authorized officers and agree to be bound by the provisions herein set
forth.
CITY OF CRYSTAL
By:_______________________________
Mayor
Date:______________________________
And:______________________________
City Manager
Date:______________________________
COUNTY OF HENNEPIN
ATTEST:
By: By:__________________________________
Deputy/Clerk of the County Board Chair of its County Board
Date: Date: ________________________________
And: ________________________________
County Administrator
Date: ________________________________
REVIEWED BY
THE COUNTY ATTORNEY’S OFFICE: And:_________________________________
Assistant County Administrator, Public Works
By: Date:________________________________
Assistant County Attorney
Date:
RECOMMENDED FOR APPROVAL
REVIEWED: By:_________________________________
By: County Highway Engineer
County Administrative Clerk Date:________________________________
Date:
RECOMMENDED FOR APPROVAL
By:_________________________________
Department Director, Transportation
Operations
Date:________________________________
15Pending E-Signatures4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
EXHIBIT A
Engineer’s Estimate and Division of Cost Summary
16
4.10
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4.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
EXHIBIT B
Project Plan Title Sheet
18
4.10
194.10
Agreement No. PW 02-09-26
CSAH No. 102; C.P. 2211300
EXHIBIT C
Drainage Ownership and Maintenance Responsibilities
20
4.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND214.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND224.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND234.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND244.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND254.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND264.10
EXHIBIT CCITY OF CRYSTALHENNEPIN COUNTYDRAINAGE OWNERSHIP/MAINTENANCE LEGEND274.10
Lakes
102
9
102
CRYSTAL
9
156
156
ROBBINSDALE
NEW HOPE
GOLDEN VALLEY
ROBBINSDALEROBBINSDALE8
81
T118N R21W
18 17
19 20
Rail SystemSystemNEW
HOPE
100
100
part of
Railway
BNSF RailwayBROOKLYN CENTER
AND DOCUMENTING EXISTING UTILITIES"
"STANDARD GUIDELINES FOR INVESTIGATING
GUIDELINES OF CI/ASCE 38-22 ENTITLED
DETERMINED ACCORDING TO THE
THIS UTILITY QUALITY LEVEL WAS
IN THIS PLAN IS UTILITY QUALITY LEVEL D.
THE SUBSURFACE UTILITY INFORMATION
NET LENGTH
EXCEPTION LENGTH
BRIDGE LENGTH
GROSS LENGTH
MILES
MILES
MILES
MILES
ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL
IF ANY WERE PREPARED BY ME OR UNDER MY DIRECT
I HEREBY CERTIFY THAT THE FINAL FIELD REVISIONS,
DATE: _________ SIGNATURE: ___________________
PRINT NAME: _________ LICENSE: #________
MINNESOTA DEPARTMENT OF TRANSPORTATION MINN. PROJ. NO.HSIP 2726(208)
TRAFFIC CONTROL ZONE LAYOUTS."
UNIFORM TRAFFIC CONTROL DEVICES" INCLUDING "FIELD MANUAL FOR TEMPORARY
CONFORM TO THE MOST RECENT EDITION OF THE "MINNESOTA MANUAL ON
SPECIFICATIONS FOR CONSTRUCTION” SHALL GOVERN. ALL TRAFFIC DEVICES SHALL
THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION “STANDARD
HENNEPIN COUNTY TRANSPORTATION DEPARTMENT
INDEX
SHEET NO.DESCRIPTION
THIS PLAN CONTAINS 148 SHEETS
APPROVED
FOR APPROVAL
RECOMMENDED
APPROVED
N/A
8,020
10 TONS
A-MINOR EXPANDER
2
0
_,___,___
FEET
FEET
FEET
FEETN/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
MnDOT METRO DISTRICT
HENNEPIN COUNTY
PROJECT LOCATION
N/A
35 MPH
STOPPING
3.5' / 2.0'
HENNEPIN COUNTY: COUNTY HIGHWAY ENGINEER
HENNEPIN COUNTY: DESIGN DIVISION ENGINEER
CITY OF CRYSTAL: CITY ENGINEER
WITH STATE AID AND/OR FEDERAL AID RULES/POLICY
DISTRICT STATE AID ENGINEER: REVIEWED FOR COMPLIANCE
STATE AID ENGINEER
APPROVED FOR STATE AID AND/OR FEDERAL AID FUNDING:
S.P. XXX-XXX-XXX, S.P. 027-702-003
TITLE SHEET SHEET
2211300/ HENNEPIN COUNTY PROJECT 102CSAH
SCALES
VERT. 1" = 50"
HORIZ. 1" = 100"
1" = 100'
1" = 16,000'
N/A
1" = 50'
TYPICALS
GENERAL LAYOUT
INDEX MAP
INTERSECTION PLAN
PLAN
8,940
1
138
DATE
DATE
DATE
DATE
) & FAIRVIEW AVE. N.102(CSAH
S.P. XXX-XXX-XXX
S.P. 027-702-003
2211300 CP NO 102CSAH PATH & FILENAME:c:\bentley\pw_working_hc\dms11622\1022211300_100 tsh.dgnPLOTTED/REVISED:PLOT NAME:Title Sheet11/13/2025) & 42nd AVE. N.102(CSAH
S.P. XXX-XXX-XXX
S.P. 027-702-003
2211300 CP NO 102CSAH
) & 36th AVE. N.102(CSAH
S.P. XXX-XXX-XXX
S.P. 027-702-003
2211300 CP NO 102CSAH
) & 32nd AVE. N.102(CSAH
S.P. XXX-XXX-XXX
S.P. 027-702-003
2211300 CP NO 102CSAH DOUGLASDR.36th AVE.
42nd AVE.
ROCKFORD RD.
99
102102
32nd AVE.N.
100100
FAIR AVE.HAMPSHIREAVE.N.37th
39 th
40thAVE.
41stAVE.
44th AVE.
45th AVE.
46th AVE.
47 th
34th AVE.
48 th
VIEW
DATE
90% PLAN
8,9,16,17,25,21
T 118 N, R 21 W SECTIONS:
SECTIONS:
THE FOLLOWING LAND
PROJECT IS LOCATED WITHIN
Design Speed not achieved at:
Height of eye / Height of Object
Based on Sight Distance
Design Speed
ESALS (20)
NO. OF PARKING LANES
NO. OF TRAFFIC LANES
FUNCTIONAL CLASSIFICATION
PAVEMENT DESIGN
ADT (Future Year) 2045
ADT (Current Year) 2025
R-VALUE
102
CSAH
FOR:
DESIGN DESIGNATION
ARE BASED ON L102 ALIGNMENT
THE PROJECT LENGTH AND DESCRIPTION
GOVERNING SPECIFICATIONS
CITY OF CRYSTAL
GRADING, BITUMINOUS SURFACING, ADA IMPROVEMENTS AND SIGNAL SYSTEM REVISIONS
CONSTRUCTION PLAN FOR
102COUNTY STATE AID HIGHWAY NO.
CROSS SECTIONS
RRFB PLANS
SIGNAL PLANS
SIGNING AND STRIPING PLANS
TURF EST PLANS
EROSION CONTROL PLANS
SWPPP
DRAINAGE PROFILES AND TABULATIONS
DRAINAGE PLANS
INTERSECTION DETAILS
PROFILES
CONSTRUCTION PLANS
REMOVAL PLANS
ALIGNMENT PLAN AND TABULATIONS
STANDARD PLANS AND DETAILS
TYPICAL SECTIONS
EXISTING UTILITY PLANS
TABULATIONS
SOIL AND CONSTRUCTION NOTES
EARTHWORK TABULATIONS AND SUMMARY
STANDARD PLATES
ESTIMATE QUANTITIES
GENERAL LAYOUT
TITLE SHEET
R 21 W
T 118 N
XS-1-XS-10
99-131
84-98
77-83
70-76
67-68
60-66
52-59
50-51
43-49
36-42
30-35
1
2-3
4-5
6
7
9-10
11-25
26-27
8
132-138
28-29
69
DESIGN TEAM
HENNEPIN COUNTY TRANSPORTATION DEPT.
A. CHALUPSKY
R. ALLERS
B. SPECHT T. PETERSEN
C. PARDRIDGE T. BRUERS
4.10
39TH AVE N32ND AVE N34TH AVE N36TH AVE N37TH AVE N38TH AVE N40TH AVE N41ST AVE N42ND AVE N (CSAH 9)43RD AVE N44TH AVE N45TH AVE N46TH AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_105 gel.dgnPLOTTED/REVISED:PLOT NAME:1022211300_105 gel.dgn3/11/2026SHEETGENERAL LAYOUT
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
2
S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL SYSTEM B
SIGNAL SYSTEM A
DOUGLAS DR (CSAH 102)
90% PLAN
DOUGLAS DR (CSAH 102)
EXISTING UTILITY PLAN
REMOVAL PLAN
CONSTRUCTION PLAN
XX
XX
XX
PLAN SHEET LAYOUT
DRAINAGE PLAN
XX
XX
XX
XX EROSION CONTROL PLAN
TURF ESTABLISHMENT PLAN
SIGNING AND STRIPING PLAN
0'
SCALE
300'150'
20 40 47 64 74 22 41 48 65 75
18 39 46 63 73163845627212364360707784143744617178857986 80 87
81 88 82 89
10 15 20 25 30 35 40 45 50
55 60 65 70 75 80 85 90 95
4.10
47TH AVE N48TH AVE NFAIRVIEW AVE N50TH AVE NCORVALLIS AVE N51ST PL NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_105 gel.dgnPLOTTED/REVISED:PLOT NAME:1022211300_105 gel.dgn3/11/2026SHEETGENERAL LAYOUT
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
3
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
DOUGLAS DR (CSAH 102)
24 42 49 66 76 83 90
EXISTING UTILITY PLAN
REMOVAL PLAN
CONSTRUCTION PLAN
XX
XX
XX
PLAN SHEET LAYOUT
DRAINAGE PLAN
XX
XX
XX
XX EROSION CONTROL PLAN
TURF ESTABLISHMENT PLAN
SIGNING AND STRIPING PLAN
0'
SCALE
300'150'
100 105 110 115 118+25.00
4.10
NOTES TAB SHEET NO.ITEM NO.ITEM DESCRIPTION
UNIT TOTAL PROJECT
FEDERAL PARTICIPATING
HENNEPIN CITY OF STORM SEWER
COUNTY CRYSTAL
SP 027-702-023 SAP 000-000-000 SP 027-702-023
50/50
QUANTITY QUANTITY QUANTITY QUANTITY
(1)2011.601 AS BUILT LUMP SUM 1 1
(3)2021.501 MOBILIZATION LUMP SUM 1 0.75 0.15 0.10
84 2102.503 PAVEMENT MARKING REMOVAL LIN FT 7600 7600
84 2102.518 PAVEMENT MARKING REMOVAL SQ FT 2800 2800
11 2104.502 REMOVE CASTING EACH 2 2
11 2104.502 REMOVE HYDRANT EACH 2 2
11 2104.502 REMOVE DRAINAGE STRUCTURE EACH 12 12
A 2104.502 REMOVE FOUNDATION EACH 3 3
84 2104.502 REMOVE SIGN EACH 5 5
84 2104.502 REMOVE SIGN PANEL EACH 5 5
84 2104.502 SALVAGE SIGN EACH 31 31
84 2104.502 SALVAGE SIGN PANEL EACH 2 2
A 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 17 17
A 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 5726 5726
11 2104.503 REMOVE WATER MAIN LIN FT 10 10
11 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 601 601
A 2104.503 REMOVE CURB AND GUTTER LIN FT 3734 3734
A 2104.503 REMOVE FENCE LIN FT 27 27
A 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT (P)SQ YD 681 681
A 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT (P)SQ YD 194 194
A 2104.504 REMOVE BITUMINOUS PAVEMENT (P)SQ YD 2026 2026
A 2104.518 REMOVE BITUMINOUS WALK SQ FT 6021 6021
A 2104.518 REMOVE CONCRETE WALK SQ FT 15358 15358
(1)84 2104.602 SALVAGE SIGN SPECIAL EACH 3 3
C 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P)CU YD 271 271
(1)2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 25 25
2130.523 WATER M GALLON 5 5
2131.506 CALCIUM CHLORIDE SOLUTION GALLON 500 500
C 2211.507 AGGREGATE BASE (CV) CLASS 6 (P)CU YD 420 420
2231.509 BITUMINOUS PATCHING MIXTURE TON 605 605
WM 2503.503 6" DUCTILE IRON PIPE SEWER CL 52 LIN FT 10 10
68 2503.503 58" SPAN RC PIPE-ARCH SEWER CLASS IIIA LIN FT 68 68
68 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 468 468
68 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 42 42
(1)WM 2503.608 DUCTILE IRON FITTINGS POUND 72 72
(1)WM 2504.602 HYDRANT EACH 2 2
(1)11 2504.602 ADJUST GATE VALVE AND BOX EACH 5 5
(1)WM 2504.602 6" SLEEVE EACH 1 1
(1)WM 2504.602 6" GATE VALVE AND BOX EACH 1 1
(1)11 2504.602 ADJUST CURB STOP EACH 8 8
(1) (2)2504.603 INSPECTION HOLE LIN FT 50 50
68 2506.502 CASTING ASSEMBLY EACH 31 31
11 2506.502 ADJUST FRAME AND RING CASTING EACH 5 5
68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN N LIN FT 56.0 56.0
68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 57.3 57.3
68 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 LIN FT 9.6 9.6
(1)68 2506.602 CONNECT INTO EXISTING STORM SEWER EACH 4 4
B 2521.518 4" CONCRETE WALK SQ FT 17363 17363
B 2521.518 6" CONCRETE WALK SQ FT 876 876
(1)B 2521.602 DRILL AND GROUT REINF BAR (EPOXY COATED)EACH 368 368
(1)B 2521.618 CONCRETE CURB RAMP WALK SQ FT 5034 5034
B 2531.503 CONCRETE CURB AND GUTTER DESIGN B424 LIN FT 869 435 434
B 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 1526 1526
B 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 1788 894 894
B 2531.504 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 433 217 216
B 2531.504 8" CONCRETE DRIVEWAY PAVEMENT SQ YD 277 139 138
(1)B 2531.603 CONCRETE SILL LIN FT 1782 1782
(1)B 2531.603 CONCRETE CURB AND GUTTER LIN FT 495 495
(1)B 2531.603 CONCRETE CURB DESIGN V LIN FT 229 229
(1)B 2531.618 TRUNCATED DOMES SQ FT 421 421PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_110 est.dgnPLOTTED/REVISED:PLOT NAME:1022211300_110 est.dgn3/12/2026SHEETSTATEMENT OF ESTIMATED QUANTITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
4
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
ESTIMATED QUANTITY NOTES
(P)DENOTES PLAN QUANTITY
(1)SEE SPECIAL PROVISIONS
(2)FOR USE BY THE ENGINEER
(3)PRO RATA FUNDING ITEM
NOTES TAB SHEET NO.ITEM NO.ITEM DESCRIPTION
UNIT TOTAL PROJECT
FEDERAL PARTICIPATING
HENNEPIN CITY OF STORM SEWER
COUNTY CRYSTAL
SP 027-702-023 SAP 000-000-000 SP 027-702-023
50/50
QUANTITY QUANTITY QUANTITY QUANTITY
(1)11 2550.602 ADJUST FIBER OPTIC VAULT EACH 1 1
(1)2563.601 TRAFFIC CONTROL SUPERVISOR LUMP SUM 1 1
(1) (3)2563.601 TRAFFIC CONTROL LUMP SUM 1 0.75 0.15 0.10
(1)2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 1 1
(1) (2)2563.602 PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2
(1) (2)2563.618 CONSTRUCTION SIGN-SPECIAL SQ FT 100 100
84 2564.502 INSTALL SIGN PANEL EACH 2 2
(1)84 2564.602 INSTALL SIGN EACH 31 31
(1)84 2564.602 INSTALL SIGN SPECIAL EACH 3 3
(1)84 2564.618 SIGN SQ FT 184 184
(1)84 2564.618 SIGN PANEL SQ FT 2 2
84 2565.516 TRAFFIC CONTROL SIGNAL SYSTEM A SYSTEM 1 1
84 2565.516 TRAFFIC CONTROL SIGNAL SYSTEM B SYSTEM 1 0.5 0.5
(1)84 2565.616 PEDESTRIAN CROSSWALK FLASHER SYSTEM SYSTEM 1 0.5 0.5
(1)84 2565.616 TEMPORARY SIGNAL SYSTEM A SYSTEM 1 1
(1)84 2565.616 TEMPORARY SIGNAL SYSTEM B SYSTEM 1 0.5 0.5
(1)D 2571.602 TREE PROTECTION EACH 2 2
2573.501 EROSION CONTROL SUPERVISOR LUMP SUM 1 1
D 2573.502 STORM DRAIN INLET PROTECTION EACH 25 25
D 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 2080 2080
E 2574.505 SUBSOILING ACRE 0.23 0.23
E 2574.505 SOIL BED PREPARATION ACRE 0.66 0.66
E 2574.508 FERTILIZER TYPE 1 POUND 149 149
E 2575.505 SEEDING ACRE 0.43 0.43
E 2575.505 WEED SPRAYING ACRE 0.23 0.23
D 2575.505 RAPID STABILIZATION METHOD 2 ACRE 0.43 0.43
E 2575.506 WEED SPRAY MIXTURE GALLON 0.05 0.05
E 2575.508 HYDRAULIC STABILIZED FIBER MATRIX POUND 1285 1285
(1)2575.601 PERMANENT VEGETATION MAINTENANCE LUMP SUM 1 1
(1)E 2575.608 SEED SOUTHERN BOULEVARD POUND 50 50
(1)E 2575.608 SEED TURFGRASS POUND 24 24
84 2582.503 MOBILE RETROREFLECTOMETER MEASUREMENTS LIN FT 6946 6946
84 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 800 800
84 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 4750 4750
84 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 180 180
84 2582.503 6" DOTTED LINE MULTI-COMPONENT GROUND IN LIN FT 76 76
84 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 570 570
84 2582.503 24" SOLID LINE PREFORM THERMO GROUND IN LIN FT 282 282
84 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID RESISTANCE SQ FT 185 185
84 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID RESISTANCE SQ FT 1632 1632
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_110 est.dgnPLOTTED/REVISED:PLOT NAME:1022211300_110 est.dgn3/12/2026SHEETSTATEMENT OF ESTIMATED QUANTITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
5
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
12-25
12-25
12-25
67-68
68
84
BASIS OF ESTIMATED QUANTITIES
WEARING AND NON-WEARING BITUMINOUS MIXTURE 113 LBS. PER SQ. YD. PER 1" THICKNESS
WATER 50 (M) GALLONS PER DIRECTIONAL MILE
FERTILIZER TYPE 1 (20-10-20)350 LBS. PER ACRE
DUCTILE IRON FITTINGS (6" MEGALUG)12 LBS. PER EACH
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_115 spt.dgnPLOTTED/REVISED:PLOT NAME:1022211300_115 spt.dgn3/11/2026SHEETSTANDARD PLATES & TAB INDEX
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
6
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
EARTHWORK QUANTITIES
STATION
36 MED-S
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+31.75
0+50.00 4.1 1.5
1+00.00 11.5 6.1
1+50.00 11.7 6.1
2+00.00 11.5 6.1
2+50.00 11.6 6.1
3+00.00 11.9 6.1
SUBTOTALS 62.3 32
EARTHWORK QUANTITIES
STATION
36-NE
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+15.67
0+50.00 3.5 0.5
1+00.00 12.2 6.9
SUBTOTALS 21.6 11.9
EARTHWORK QUANTITIES
STATION
36-NW
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+11.25
0+50.00 4.4 1.4
1+00.00 6.6 11.1
1+50.00 6.5 11
2+00.00 5 13.4
2+50.00 4.6 22.6
3+00.00 4.8 21.3
3+50.00 4.9 21.4
4+00.00 6 23.7
4+50.00 7.2 23.5
5+00.00 6.8 20.7
5+50.00 5.5 19.7
6+00.00 5.9 16.6
6+11.94 1.9 4.2
SUBTOTALS 70.1 210.6
EARTHWORK QUANTITIES
STATION
36-SE
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+36.01
0+50.00 3.4 0.7
1+00.00 11.7 4.1
1+50.00 8.7 8
2+00.00 7.7 8.7
2+50.00 10.8 9.9
3+00.00 14.6 11.3
3+50.00 15.9 13.5
4+00.00 14.8 15.8
4+50.00 12.4 16.3
5+00.00 10.7 15.3
5+50.00 10.4 15
6+00.00 12.4 15.1
6+50.00 12.3 7.5
7+00.00 10.8 7.8
7+50.00 10 16
7+75.99 3.7 8.9
SUBTOTALS 170.3 173.9
EARTHWORK QUANTITIES
STATION
42 MED-S
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+18.68
0+50.00 5.8 2.5
1+00.00 10.1 6.1
1+05.26 1 0.4
SUBTOTALS 16.9 9
EARTHWORK QUANTITIES
STATION
42-NE
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+05.05
0+50.00 13.4 5.1
0+89.93 8.1 2.1
SUBTOTALS 21.5 7.2
EARTHWORK QUANTITIES
STATION
42-NW
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+08.20
0+50.00 6 4.4
1+00.00 5.4 5
1+50.00 5.1 9.9
2+00.00 4.9 9
2+50.00 6.3 9.5
3+00.00 10 13
3+50.00 13.3 4.8
3+80.41 7.7 1.7
SUBTOTALS 58.7 57.3
EARTHWORK QUANTITIES
STATION
42-SE
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+05.10
0+50.00 10.2 6.9
1+00.00 8 5.3
1+50.00 8.6 7.4
2+00.00 10 13.9
2+50.00 6.9 17.4
3+00.00 5.5 11.4
3+50.00 5.5 11.5
3+77.34 3 11.3
SUBTOTALS 57.7 85.1
EARTHWORK QUANTITIES
STATION
42-SW
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+07.73
0+50.00 16 2.2
0+90.50 19.1 4.5
SUBTOTALS 35.1 6.7
EARTHWORK QUANTITIES
STATION
36 MED-N
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+04.93
0+50.00 5
1+00.00 11.2
1+32.38 3.7
SUBTOTALS 19.9
EARTHWORK QUANTITIES
STATION
36-SW
EXCAVATION TOTALS EMBANKMENT TOTALS
COMMON SUBGRADE
COMMON
(CV)
GRANULAR
(CV)
CU YD CU YD CU YD CU YD
0+03.75
0+50.00 8.5 3.1
1+00.00 7.5 1.8
1+48.10 1.9 1.8
SUBTOTALS 17.9 6.7
EW EARTHWORK SUMMARY
LOCATION
EXCAVATION EMBANKMENT
COMMON COMMON
(1)(2)
(CV)
CU YD CU YD
36 MED-N 20
36 MED-S 62 32
36-NE 22 12
36-NW 70 211
36-SE 170 174
36-SW 18 7
42 MED-N 20 11
43 MED-S 17 9
42-NE 22 7
42-NW 59 57
42-SE 58 85
42-SW 35 7
MED 3508
TOTALS 572 611
(1)INCLUDES STRIPPED EXISTING TOPSOIL
(2)INCLUDES PROPOSED SLOPE DRESSING/TOPSOIL
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_120 ews.dgnPLOTTED/REVISED:PLOT NAME:1022211300_120 ews.dgn3/11/2026SHEETEARTHWORK SUMMARY
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
7
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_125 scn.dgnPLOTTED/REVISED:PLOT NAME:1022211300_125 scn.dgn3/11/2026SHEETSOIL AND CONSTRUCTION NOTES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
8
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
A MISCELLANEOUS REMOVAL TABULATION
2104 2104 2104 2104 2104 2104 2104 2104 2104 2104
STATION TO STATION
SAWING
CONC
PAVEMENT
(FULL
DEPTH)
SAWING BIT
PAVEMENT
(FULL
DEPTH)
REMOVE
BITUMINOUS
PAVEMENT
REMOVE
CURB &
GUTTER
REMOVE
CONCRETE
WALK
REMOVE
BITUMINOUS
WALK
REMOVE
CONCRETE
DRIVEWAY
PAVEMENT
REMOVE
BITUMINOUS
DRIVEWAY
PAVEMENT
REMOVE
FENCE
REMOVE
CONCRETE
FOUNDATION
LF LF SY LF SF SF SY SY LF EA
CL 102
10+00 CL 102
12+70 192 77 56 241 40
CL 102
25+50 CL 102
33+00 655 600 335 1540 852 57 32
CL 102
33+00 CL 102
40+50 2023 1625 5180 3370 226 106
CL 102
40+50 CL 102
48+00 683 409 447 2125 792 117 11
CL 102
69+75 CL 102
77+24 829 416 586 3078 224 139 21
CL 102
77+24 CL 102
84+75 17 993 397 473 2462 622 128 24 2
CL 102
115+42 CL 102
118+00 351 127 212 732 121 14 27 1
PROJECT TOTAL 17 5726 2026 3734 15358 6021 681 194 27 3
B CONCRETE TABULATION
2521 2521 2521 2531 2531 2531 2531 2531 2531 2531 2531 2531 2531 2531
STATION TO STATION
4"
CONCRETE
WALK
6"
CONCRETE
WALK
CONCRETE
CURB RAMP
WALK
6" CONCRETE
DRIVEWAY
PAVEMENT
8" CONCRETE
DRIVEWAY
PAVEMENT
CONCRETE
SILL
CONCRETE
CURB &
GUTTER
(ADA)
CONCRETE
CURB &
GUTTER
DESIGN
B612
CONCRETE
CURB &
GUTTER
DESIGN
B624
CONCRETE
CURB &
GUTTER
DESIGN
B424
CONCRETE
CURB
DESIGN V
TRUNCATED
DOMES
RECTANGULAR
TRUNCATED
DOMES
RADIAL
DRILL & GROUT
REINFORCEMENT
BARS
SF SF SF SY SY LF LF L F L F LF L F SF SF EACH
CL 102
100+00 CL 102
106+75 235 110 152 40 26 40 47 22 12
CL 102
106+75 CL 102
114+00 1938 185 17 38 221 256 351 12
CL 102
114+00 CL 102
120+75 7764 160 1417 122 162 762 104 762 406 518 44 98 98
CL 102
120+75 CL 102
128+00 1703 120 1147 134 78 139 34 391 40 53 78
CL 102
128+00 CL 102
134+75 2685 111 493 124 37 210 52 169 468 55 56
CL 102
134+75 CL 102
142+00 2580 80 877 36 40 381 48 205 409 163 51 56
CL 102
142+00 CL 102
149+00 458 110 948 90 126 60 67 22 31 71 56
PROJECT TOTAL 17363 876 5034 433 277 1782 495 1526 1788 869 229 93 328 368
C SURFACING MATERIAL TABULATION
2106 2211 2360
STATION TO STATION
STORM SEWER IMPACTS BITUMINOUS PATCHING MIXTURE
AGGREGATE
BASE CLASS 6
(CV)
SELECT
GRANULAR
EMBANKMENT
(CV)
TYPE SP 12.5
NON-WEARING
COURSE MIX (3,B)
TYPE SP 9.5
WEARING COURSE
MIX (3,C)
CY CY TON TON
CL 102
10+00 CL 102
12+70 8 11 4
CL 102
25+50 CL 102
33+00 44 42 25
CL 102
33+00 CL 102
40+50 155 90 144 81
CL 102
40+50 CL 102
48+00 46 8 42 18
CL 102
69+75 CL 102
77+24 71 71 68 33
CL 102
77+24 CL 102
84+75 77 102 68 41
CL 102
115+42 CL 102
118+00 19 20 8
PROJECT TOTAL 420 271 395 210
D EROSION CONTROL TABULATION
2575 2573 2573 2572
STATION TO STATION
RAPID
STABILIZATI
ON METHOD 2
STORM DRAIN
INLET
PROTECTION
SEDIMENT
CONTROL
LOG TYPE
WOOD
FIBER
TREE
PROTECTION
ZONE
ACRES EACH LF EACH
CL 102
10+00 CL 102
12+70 0.01 1 69
CL 102
25+50 CL 102
33+00 0.11 1 356
CL 102
33+00 CL 102
40+50 0.16 11 404
CL 102
40+50 CL 102
48+00 0.06 4 455
CL 102
69+75 CL 102
77+24 0.06 3 494 1
CL 102
77+24 CL 102
84+75 0.03 3 136
CL 102
115+42 CL 102
118+00 2 166 1
PROJECT TOTAL 0.43 25 2080 2PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_130 tab.dgnPLOTTED/REVISED:PLOT NAME:1022211300_130 tab.dgn3/11/2026SHEETTABULATIONS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
9
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
WM WATERMAIN
STATION LOCATION
2504.602
2503.608 DUCTILE
IRON FITTINGS
6" DIP
CL 52
HYDRANT
6" GATE
VALVE &
BOX
6" SLEEVE
6" MEGALUG
L F EACH EACH EACH EACH (A)
CL102 37+94 37'RT 1 1 3 ALIGNMENT OF CURRENT HYD. LEAD SHOULD BE EXTENDED TO NEW HYD. LOCATION.
CL102 77+82 44'RT 10 1 1 3 ALIGNMENT OF CURRENT HYD. LEAD SHOULD BE EXTENDED TO NEW HYD. LOCATION.
PROJECT TOTAL 10 2 1 1 6
NOTES: (A) PAID AS DUCTILE IRON FITTINGS (POUND)
E TURF ESTABLISHMENT TABULATION
STATION TO STATION
2575 2574 2574 2575 2575 2575 2575 2574 2575
SEEDING
(A)
SOIL BED
PREPARATION
(B)
SUBSOILING
(6" DEPTH)
(C)
WEED
SPRAYING
(C)
WEED
SPRAY
MIXTURE
SEED
MIXTURE
SOUTHERN
BLVD
(D)
SEED
MIXTURE
RES. TURF
(E)
FERTILIZER
TYPE 1
(20-10-20)
(F)
HYDRAULIC
STABILIZED
FIBER
MATRIX
(G)
ACRE ACRE ACRE ACRE GALLON POUND POUND POUND POUND
CL 82
100+00 CL 82
106+75 0.01 0.02 0.01 0.01 1 3 22
CL 82 106+75 CL 82 114+00 0.11 0.17 0.06 0.06 0.01 13 7 39 336
CL 82 114+00 CL 82 120+75 0.16 0.24 0.08 0.08 0.02 24 3 56 483
CL 82 120+75 CL 82 128+00 0.06 0.09 0.03 0.03 0.01 6 4 21 180
CL 82
128+00 CL 82
134+75 0.06 0.09 0.03 0.03 0.01 4 7 20 175
CL 82 134+75 CL 82 142+00 0.03 0.05 0.02 0.02 2 2 9 80
CL 82 142+00 CL 82 149+00 1 1 9
PROJECT TOTAL 0.43 0.66 0.23 0.23 0.05 50 24 149 1285
NOTES:(A) INCLUDES MAINTENANCE (E) SEEDING MIX RESIDENTIAL TURF GRASS APPLIED AT 200 POUNDS PER ACRE
(B) 1.5 ACRE SOIL BED PREP FOR 1 ACRE OF SOIL DISTURBANCE (F) FERTILIZER TYPE 1 OR 3 APPLIED AT 350 POUNDS PER ACRE
(C) 0.5 ACRE SUBSOILING/WEED SPRAYING FOR 1 ACRE OF SOIL DISTURBANCE(G) HYRAULIC STABILIZED FIBER MATRIX APPLIED AT 3000 POUNDS PER ACRE
(D) SEEDING MIX SOUTHERN BLVD APPLIED AT 160 POUNDS PER ACRE
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_130 tab.dgnPLOTTED/REVISED:PLOT NAME:1022211300_130 tab.dgn3/11/2026SHEETTABULATIONS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
10
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
-SEE SPECIAL PROVISIONS FOR UTILITY CONTACT INFO
UTILITIES AS INDICATED.
- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS TO ALLOW FOR THE ADJUSTMENT OF THE
WILL BE MADE IN THE FIELD DURING CONSTRUCTION.
AND MAY NOT REFLECT THE ACTUAL EFFECTS ON THE UTILITIES BY CONSTRUCTION. ACTUAL DETERMINATIONS
-THE "LEAVE AS IS", "ADJUST", AND "RELOCATE" COLUMNS ARE BASED UPON THE BEST INFORMATION AVAILABLE
FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA".
LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES
- THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY
NOTICE SYSTEM REQUIRED BY MINNESOTA STATUTE , CHAPTER 216D FOR ALL UNDERGROUND UTILITY LOCATIONS.
- IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UTILIZE THE GOPHER STATE ONE CALL EXCAVATION
- ALL RELOCATES AND ADJUSTMENTS SUBJECT TO HC RIGHT OF WAY.
- ALL UTILITY WORK SHOWN ON THESE SHEETS SHALL BE DONE BY OTHERS UNLESS NOTED.
GENERAL NOTES
www.gopherstateonecall.org
800-252-1166
651-454-0002
GOPHER STATE ONE CALL
M
M
M
M
U
M
U
M
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING UTILITY INFORMATION
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
11
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
UTILITY CONTACTS
COMPANY ABBREVIATION CLASSIFICATION UTILITIES CONTACT EMAIL PHONE
ARVIG ARV.PRIVATE COMMUNICATION BRIAN WOCHNICK Metroosp@arvig.com 218-298-4951
CENTER POINT
ENERGY C.P.E.PRIVATE GAS JOSHUA HAUKOM joshua.haukom@centerpointenergy.com 612-321-4449
LUMEN
(CENTURY LINK)
LUM.PRIVATE COMMUNICATION RANDALL OLSON Randall.Olson@Lumen.com
OFFICE:
612-861-8702
LUMEN
(CENTURY LINK)LUM.PRIVATE COMMUNICATION MARCIE DEMAIO Marcie.Demaio@Lumen.com
OFFICE:
612-431-3517
CITY OF CRYSTAL C.O.C.PUBLIC SANITARY, STORM, WATER JOSE GALEANO Jose.Galeano@crystalmn.gov 763-531-1163
COMCAST COM.PRIVATE COMMUNICATION MCCLAY LYFORD Mcclay_lyford@comcast.com 651-925-6372
HENNEPIN COUNTY
FIBER HCF.PUBLIC COMMUNICATION JASON DOUVIER Jason.Douvier@hennepin.us
OFFICE:
612-596-7482
MCI/ VERIZON MCI.PRIVATE COMMUNICATION GREG ALLEN greg.allen@verizon.com 612-619-9602
XCEL ENERGY XCEL PRIVATE ELECTRIC RYAN KAZECK Ryan.M.Kazeck@xcelenergy.com
OFFICE:
CELL:
ZAYO BANDWIDTH ZAYO PRIVATE COMMUNICATION JASON OVERKAMP jason.overkamp@zayo.com 651-788-5890
PROJECT TOTALS
2104 2104 2104 2104 2104 2504 2504 2506 2506
REMOVE
SEWER PIPE
(STORM)
REMOVE
DRAINAGE
STRUCTURE
REMOVE
CASTING
REMOVE
HYDRANT
REMOVE
WATERMAIN
ADJUST GATE
VALVE & BOX
ADJUST
CURB STOP
ADJUST
FRAME &
RING
CASTING
ADJUST
FIBER VAULT
LF EA EA EA LF EA EA EA EA
601 12 2 2 10 5 8 5 1
ICB
XXX
IWMH
XXX
IMH
XXX
CMH
XXX
IPMH
XXX
IPP
XXX
INAP
XXX
SLIT
XXX
IHYD
XXX
PBOX
XXX
CVLT
XXX
RISER
XXX
IGTV
XXX
ICSB
XXX
PMTR
XXX
CCAB
XXX
CPP
XXX
IGSV
XXX
GMTR
XXX
ISMH
XXX
STOP
XXX
CAB
XXX
IHH
XXX
90% PLAN
INPLACE UTILITY LEGEND
SANITARY SEWER
OVERHEAD POWER
GAS MAIN
GAS LINE (OUT OF SERVICE)
STORM SEWER
WATER MAIN
FIBER OPTIC OVERHEAD
FIBER OPTIC BURIED
COMMUNICATION BURIED
WATER MANHOLE
WATER CURB STOP
POWER MANHOLE
STORM MANHOLE
SANITARY MANHOLE
SIGNAL BASE
ELECTRIC POLE WITH LIGHT
SIGNAL HANDHOLE
COMM MANHOLE
COMM POLE
COM VAULT/HANDHOLE
GAS MANHOLE
POLE-MOUNTED WIFI/SHOT-SPOTTERS
SIGNAL POWER/CONDUIT
BURIED POWER
ELECTRIC POLE
GAS VALVE
COM CABINET/RISER
STREET LIGHT
POWER CAB/BOX
POWER METER
GAS METER
SIGNAL CABINET
STORM CATCH BASIN
WATER GATE VALVE
HYDRANT
COMMUNICATON OVERHEAD
PROPOSED STORM
PROPOSED DRAINAGE STRUCTURE
PROPOSED SIGNAL PUSH BUTTON
PROPOSED SIGNAL CABINET
PROPOSED SIGNAL BASE
STRUCTURE NUMBER
INPLACE CATCH BASIN
STRUCTURE INVENTORY ID KEY
STRUCTURE NUMBER
INPLACE STORM MANHOLE
STRUCTURE NUMBER
INPLACE STORM APRON
STRUCTURE NUMBER
INPLACE SANITARY MANHOLE
STRUCTURE NUMBER
INPLACE GAS VALVE
STRUCTURE NUMBER
INPLACE GAS METER
STRUCTURE NUMBER
INPLACE SIGNAL HANDHOLE
STRUCTURE NUMBER
INPLACE SIGNAL CABINET
STRUCTURE NUMBER
INPLACE SIGNAL BASE
STRUCTURE NUMBER
INPLACE POWER METER
STRUCTURE NUMBER
INPLACE STREET LIGHT
STRUCTURE NUMBER
INPLACE POWER BOX
STRUCTURE NUMBER
INPLACE POWER POLE
STRUCTURE NUMBER
INPLACE POWER MANHOLE
STRUCTURE NUMBER
INPLACE WATER MANHOLE
STRUCTURE NUMBER
INPLACE HYDRANT
STRUCTURE NUMBER
INPLACE GATE VALVE
STRUCTURE NUMBER
INPLACE CURB STOP
STRUCTURE NUMBER
INPLACE COMMUNICATION RISER
STRUCTURE NUMBER
INPLACE COMMUNICATION VAULT
STRUCTURE NUMBER
INPLACE COMMUNICATION MANHOLE
STRUCTURE NUMBER
INPLACE COMMUNICATION CABINET
STRUCTURE NUMBER
INPLACE COMMUNICATION POLE
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
3RD PARTY COMMUNICATION BURIED
3RD PARTY COMMUNICATON OVERHEAD
PROPOSED R.R.F.B.
4.10
3157
6215 3200
AUTO SALES
EL CHINO
3201
VAULTCOMMVAULTCOMMCPE
3" TR
CPE
2" P.V.C.CPE3" TRCPE.5" SERVICE UTILITY INFO..SIZECOMBURIED F/0XCELN/A AERIALCOMAERIAL F/0LUMAERIAL F/0COM
BURIED F/0
COM
AERIAL F/0
XCEL
AERIAL N/A
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
12
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN32ND AVE NCSAH 102 (DOUGLAS DR)
IPP
420
IPP
421
IPP
419
CVLT
319
CVLT
318
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
10
0'
SCALE
20'10'
4.10
3157
6215 3200
AUTO SALES
EL CHINO
3201
MMMMM36"
R.C.P.
8"
P.V.C.
24"
R.C.P.
21"
R.C.P.
18"
R.C.P.
24"
R.C.P.
8"
P.V.C.8" P.V.C.24" R.C.P.24" R.C.P.18" R.C.P.8" P.V.C.SERV N/ASERV -SERV -SERV -SERV -SERV -6" P.V.C.24" R.C.P.36"
R.C.P.
24"
R.C.P.
HCF
BURIED F/0HENN CO3" R.S.C.PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
13
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN32ND AVE NCSAH 102 (DOUGLAS DR)
IGTV
529
IGTV
527
IGTV
531
IHYD
530
ICB
135
ICB
138
ICB
140
ICB
141
ICB
142
ICB
143
ICB
144
PMTR
419A
IMH
139
ISMH
809
ICB
136
IMH
137
IWMH
525
IWMH
526
ICB
138A
RRFB
419B
RRFB
419C
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
10
0'
SCALE
20'10'
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3429
3431
3443
3501
3442
3448
3517
3405 3407 341334113409
3508
STEEL 8"
CPE
TR 4"
CPE TR 4"
CPE TR 2"CPES
E
R
VI
C
E
2"
C
P
E
SERVICE 2"
CPESERVICE .5"CPESERVICE .5"CPEF/0 AERIAL
LUM
F/0 AERIAL
COM
AERIAL -
XCELF/0 BURIEDLUMAERIAL -
XCEL
F/0 AERIAL
LUM
F/0 AERIAL
COM
COPPER BURIED
LUM MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
14
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
CSAH 102 (DOUGLAS DR)
IPP
423
IPP
424
TELR
320
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
30
0'
SCALE
50'25'
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3429
3431
3443
3442
3448
3517
3405 3407 341334113409
3508MMR.C.P.
24"
R.C.P.
12"R.C.P.
15"
R.C.P.
24"
P.V.C.
8"
P.V.C.
8"
P.V.C.
8"P.V.C. 6"- SERVP.V.C. 6"- SERV- SERV- SERV- SERV- SERV- SERV- SERV- SERV- SERVR.C.P. 12"R.C.P. 12"- SERVN/A SERV- SERV- SERV- SERV- SERV- SERV- SERVF/0 BURIED
HCF MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
15
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
CSAH 102 (DOUGLAS DR)
IHYD
550
IGTV
551
ISMH
817
ICB
156
ICB
157
ICB
153
ICB
155
ICSB
544
ISMH
816
ICSB
553
ICSB
549
ICSB
548
ICSB
547
ICSB
545
IGTV
552
ICSB
546 ICB
154
ICSB
553A
3
2
1
4
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
TO BE REMOVED WITH PROJECT
NOTE: ALL SIGNAL HARDWARE AND CONDUIT
30
0'
SCALE
50'25'
4.10
MHMH MHMH MH MH3537
3528
3601
3600
3609 3617
3616 3624
3550
6213
TR 2"
CPE
STEEL 8"
CPE STEEL 8"
CPE
SERVICE 2"CPESTEEL 8"CPESERVICE .5"
CPE
SERVICE .5"
CPE
STEEL 8"
CPE
F/0 BURIED
LUM
COPPER BURIED
LUM
AERIAL N/A
XCEL
F/0 AERIAL
LUM
F/0 AERIAL
COM
AERIAL -
XCELF/0 BURIEDCOMF/0 BURIED
LUM
F/0 BURIED
LUM
COPPER BURIED
LUM
F/0 AERIAL
LUM
AERIAL -
XCELF/0 AERIAL
COM STEEL 8"CPEF/0 BURIED
LUM
F/0 BURIED
COMMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
16
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NIPP
425
IPP
426
IPP
429
IPP
431
IPP
434
LITE
427
LITE
430
IPP
432
IPP
433
TELR
321
TELR
323 8
7
32
4
55
6
1
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
35 40
0'
SCALE
50'25'
4.10
MHMH MHMH MH MH3528
3601
3600
3609 3617
3616 3624
3550
6213
CVLT
332UUUUU UUUVAULTCOMMUUUMMMMMP.V.C.
8"
P.V.C.
8"
R.C.P.
15"P.V.C. 8"PLASTIC 24"P.V.C. 8"P.V.C.
24"- SERV- SERV- SERVP.V.C. 6"N/A SERV- SERV- SERV- SERV- SERVR.C.P.
22" ARCH
R.C.P.
22" ARCH
R.C.P. 12"R.C.P.
12"P.V.C. 8"R.C.P. 24"
R.C.P.
18"R.C.P. 24"R.C.P.
22" ARCH
R.C.P.
22" ARCH
R.C.P.
12"
R.C.P.
12"
R.C.P.
12"
R.C.P.
24"- SERV- SERV- SERV- SERVF/0 BURIED
HCF
F/0 BURIED
HCF
F/0 BURIED
HCFMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
17
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NIHYD
557
IGTV
554
ISMH
818
ICB
159
ICB
162
ICB
163 ICB
164
ICB
168
ICB
165 ICB
169
ICB
170
ICB
171
ICB
173
ICB
174
ICB
172
CAB
333
IHH
322
IHH
324
IHH
325
IHH
326
IHH
327
IHH
331
IHH
330
IHH
334
IHH
329
IHH
328
IHH
335
ISMH
819
IMH
166
ISMH
820
IGTV
556
IMH
167
ICB
161
ICB
160ICB
158
ICSB
562
ICSB
560
ICSB
559
ICSB
561
ICSB
558
IGTV
554A
2 6
9
3
10
145
1
4
11
1313
12
15 16
8
7
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
TO BE REMOVED WITH PROJECT
NOTE: ALL SIGNAL HARDWARE AND CONDUIT
35 40
0'
SCALE
50'25'
4.10
MH3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704 6219
6201
6218
3801
3808
6309
6310
6200MSTEEL 8"
CPETR 2"CPESTEEL 8"
CPE TR 2"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"
CPE
SERVICE .5"
CPE
SERVICE .5"
CPE
COPPER BURIED
LUM
F/0 BURIED
LUM
F/0 AERIALCOMCOPPER BURIEDLUMF/0 BURIEDCOMF/0 AERIAL
COM
AERIAL -
XCEL
AERIAL -
XCEL
F/0 AERIAL
COM
F/0 BURIED
COMMATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
18
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN37TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)
IPP
435
IPP
436
IPP
437
IMH
3361
2
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
45
0'
SCALE
50'25'
4.10
MH3625 3633 3641
3632 3640 3648 3656
3703
3715
3704 6219
6201
6218
3801
3808
6309
6310
6200MMMMMMMM P.V.C.
8"
P.V.C.
8"
P.V.C.
8"
R.C.P.
18"
P.V.C.
24"
P.V.C.
24"
P.V.C.
24"
P.V.C.
24"- SERVP.V.C. 6"P.V.C. 24"- SERV- SERVP.V.C. 8"- SERVP.V.C. 8"- SERV- SERVR.C.P. 18"R.C.P.
18"
R.C.P.
18"
R.C.P.
18"R.C.P.
15"R.C.P. 15"R.C.P. 18"R.C.P. 18"- SERV- SERVR.C.P.
21"
F/0 BURIED
HCF F/0 BURIED
HCF
F/0 BURIED
HCFMATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
19
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN37TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)
IHYD
573
IGTV
570
IGTV
575
IGTV
574
ISMH
824
IMH
179
ICB
175
ICB
178
ICB
180
ICB
181
ICB
183 ICB
184
ICB
187
ICB
185
ISMH
825
ISMH
823
IMH
177
ICB
182
IMH
186
ICB
176
ISMH
822
ICSB
577
ICSB
572
ICSB
571
ICSB
569
IGTV
567
ICSB
566ICSB
565
ICSB
563
ICSB
576
IWMH
568
ICSB
564
21
3
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
TO BE REMOVED WITH PROJECT
NOTE: ALL SIGNAL HARDWARE AND CONDUIT
45
0'
SCALE
50'25'
4.10
MH4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142
4156VAULTCOMM VAULTCOMMVAULTCOMMVAULTCOMMVAULTCOMMMMMSTEEL 8"
CPE
STEEL 8"
CPE
SERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVI
CE
.5"CPETR 3"CPESERVICE .5"
CPE
AERIAL -
XCEL
F/0 AERIAL
COM
F/0 AERIAL
LUM
F/0 AERIAL
COM
COPPER BURIED
LUM
COPPER BURIED
LUM
COPPER BURIED
LUM
COPPER BURIED
LUM
AERIAL -
XCEL
F/0 AERIAL
COM
F/0 AERIAL
LUM
BURIED 3RD PARTY
LUM
BURIED 3RD PARTY
LUM
F/0 BURIED
COM
F/0 AERIAL
COM
AERIAL -
XCEL
F/0 BURIED
LUM
F/0 BURIED
LUM
F/0 BURIED
LUM
F/0 BURIED
LUM
F/0 BURIED
LUM
AERIAL 3RD PARTY
LUM
AERIAL 3RD PARTY
LUM
AERIAL 3RD PARTY
LUM
AERIAL 3RD PARTY
LUM MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
20
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE NIPP
445
IPP
446
IPP
447
IPP
448
IPP
449
TELR
351
CVLT
353
CVLT
354
CVLT
350
CVLT
349
CVLT
348
IMH
361
IPP
444
IPP
443 CVLT
347
TMH
346
1
8
3
6
2
4
5
7
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
70 75
0'
SCALE
50'25'
4.10
MH4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142
4156 VAULTCOMMUUUUUMMMMMMMMMP.V.C.
24"
P.V.C.
24"
P.V.C.
24"P.V.C. 6"P.V.C. 6"R.C.P. 21"R.C.P.
1
2
"R.C.P. 12"P.V.C.
8"
P.V.C.
8"
P.V.C.
24"
P.V.C.
8"R.C.P. 15"- SERV- SERV- SERV- SERVR.C.P. 21"P.V.C.
6"
P.V.C.
10"P.V.C. 10"R.C.P.
12"R.C.P. 21"- SERV- SERVP.V.C. 30"F/0 BURIED
HCF
F/0 BURIED
HCF MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
21
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE NICB
212
ICB
211
ICB
220
CVLT
352
IHH
355
IHH
362
IHH
359
IHH
357
IHH
356
IMH
219
IMH
221
ISMH
835
IMH
214
IMH
213
IMH
210
IMH
209
ISMH
834ISMH
833
IGTV
631
IGTV
632
ICSB
629
ICSB
628
IGTV
630
IGTV
627
ICSB
626
IGTV
625
IHYD
627A
6
7
3
1 2
4
5
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
TO BE REMOVED WITH PROJECT
NOTE: ALL SIGNAL HARDWARE AND CONDUIT
70 75
0'
SCALE
50'25'
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336 4410
4333
MSERVICE .5"CPETR 6"
CPE
TR 6"
CPE
SERVICE .5"CPESERVICE .5"CPESERVICE .5"CPESERVICE .5"CPEPLASTIC 8"CPESER
V
IC
E
.5"C
PEPLASTIC 8"CPEF/0
AERIALLUM
F/0 AERIAL
COM
AERIAL -
XCEL
F/0 AERIAL
COM F/0 AERIAL
COM
STEEL 8"CPEBURIED 3RD PARTY
LUM
F/0 BURIED
LUM
F/0 BURIED
LUM
AERIAL 3RD PARTY
LUM
MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
22
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENCSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)43RD AVE NIPP
453
IPP
456
LITE
452
LITE
455
LITE
454
LITE
451
LITE
450
TELR
366
TMH
358
IPP
457
IPP
458
1
2
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
80
0'
SCALE
50'25'
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336 4410
4333
UUVAULTCOMMUUMMMMMMP.V.C.
24"
P.V.C.
24"
P.V.C.
24"
P.V.C.
24"- SERVP.V.C. 6"- SERV- SERV- SERVP.V.C.
8"
P.V.C.
8"
P.V.C.
8"
P.V.C.
8"P.V.C. 8"R.C.P.
12"
R.C.P.
12"P.V.C. 8"P.V.C. 16"- SERV- SERV- SERVR.C.P.
12"
R.C.P. 12"R.C.P. 12"- SERV- SERV- SERV- SERV- SERVP.V.C. 30"F/0 BURIED
HCF
F/0 BURIED
HCF
F/0 BURIED
HCF
R.C.P.
18"MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
23
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENCSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)43RD AVE NIHYD
636
IGTV
635 IGTV
637
ICB
224
ICB
225
ICB
226CVLT
364
IHH
363
IHH
365
IHH
360
IWMH
633
ICB
229
ICB
228
IMH
227
ISMH
836
ISMH
838
ISMH
837
ICSB
645
ICSB
642
IGTV
644
IGTV
641
ICSB
640
ICSB
639
ICSB
638
IHYD
643
IWMH
634
ICSB
637A
ICSB
640A
4
8
2
7
1
55
9 10
6
3
4
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
TO BE REMOVED WITH PROJECT
NOTE: ALL SIGNAL HARDWARE AND CONDUIT
80
0'
SCALE
50'25'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
CPE.5" SERVICECPE
6" STEEL CPE.5" SERVICECPE.5" SERVICEXCEL
- AERIAL
LUM
AERIAL F/0
COM
AERIAL F/0
LUM
BURIED COPPER
LUM
BURIED F/0
CPE
6" STEEL
LUM
AERIAL F/0COM
AERIAL F/0
XCEL
AERIAL N/A
XCEL
- AERIAL
COM
AERIAL F/0
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PRIVATE UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
24
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENFAIRVIEW AVE NIPP
467
IPP
469
PBOX
468
2
1
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
118+25.00
0'
SCALE
20'10'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
MM12" R.C.P.10" P.V.C.24"
P.V.C.
24"
P.V.C.
24"
P.V.C.
24"
R.C.P.
24"
R.C.P.21" R.C.P.8"
P.V.C.
8"
P.V.C.
24"
R.C.P.6" P.V.C.6" P.V.C.SERV -SERV -SERV -SERV -SERV -BURIED
F/0
HCF
BURIED F/0
HCF
BURIED F/0
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_135 ute.dgnPLOTTED/REVISED:PLOT NAME:1022211300_135 ute.dgn3/11/2026SHEETEXISTING PUBLIC UTILITIES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
25
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENFAIRVIEW AVE NIHYD
690
IGTV
689
IGTV
691
ICB
261
ISMH
849
IWMH
688
ICB
262
ICB
259
ICB
260
IGTV
687
ICSB
692
ICSB
686
3
2
1
90% PLAN
CONFLICT/ACTION
AREA
RECONSTRUCTED
118+25.00
0'
SCALE
20'10'
4.10
MEDIAN LT. TURN
12.0'11.0'
RT. TURN
THRU
CSAH 102
6.0'
THRU
12.0'
EXIST
BLVD
0.67'-12.0'
WALK
6.0'
1.5%
2.0'
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
LC 36SE
69.0'
1.5%
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
BLVD
0.67'-9.5
WALK
6.0'2.0'
VAR
EXIST
GRADE
PROFILE
EXIST
CSAH 102 STA: 36SE 5+16 TO 7+76
TYPICAL SECTION BEX. R/W
B624DETAIL 1
DETAIL 2
INSET B
DETAIL 3
VAR.
SHLD
6.0'
SHLD
B424
B612
EX. R/W
18.9'
1:4 1:4
CSAH 102
BLVD
0.67'-12.0'
WALK
6.0'
1.5%
2.0'
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
LC 36SE
EXIST
CSAH 102 STA: 36SE 0+00 TO 5+16
TYPICAL SECTION A
INSET B
DETAIL 3
B424
EX. R/W
18.9'
1:4 1:4
MEDIANLT. TURN
12.0'11.0'
RT. TURN
THRU
CSAH 102
6.0'
THRU
12.0'
EXIST
BLVD
10.5'
WALK
6.0'2.0'
LC
36NW
70.8'
1.5%
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
BLVD
0.67'-8.5
WALK
6.0'2.0'
VAR
EXIST
GRADE
PROFILE
EXIST
CSAH 102 STA: 36NW 0+91 TO 1+99
TYPICAL SECTION C
EX. R/W
B424INSET B
VAR.
SHLD
6.0'
SHLD
B624
B612
EX. R/W
17.1'
CSAH 102
CSAH 102 STA: 36NW 1+99 TO 6+12
TYPICAL SECTION D
VAR1.5%
(OR FLATTER)
(OR FLATTER)
BLVD
5.9''-10.5'
WALK
6.0'2.0'
LC
36NW
EXIST
INSET B
B624
EX. R/W
17.1'
VAR1.5%
(OR FLATTER)
(OR FLATTER)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)
MEDIAN LT. TURN
12.0'11.0'
RT. TURN
THRU
CSAH 102
6.0'
THRU
12.0'
EXIST
BLVD
6.0'
WALK
6.0'2.0'
LC
42SE
66.4'-120.0'
1.5%
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
WALK
6.67'2.0'
EXISTEXIST
CSAH 102 STA: 42SE 3+09 TO 3+77
TYPICAL SECTION F
EX. R/W
B624 INSET B
VAR.
SHLD
6.0'
SHLD
B624
B612
EX. R/W
15.6'
CSAH 102
CSAH 102 STA: 42SE 0+00 TO 3+09
TYPICAL SECTION E
VAR 1.5%
(OR FLATTER)
(OR FLATTER)
BLVD
0.67'-6.0'
WALK
5.0'2.0'
LC
42SE
EXIST
INSET B
B624
EX. R/W
8.5'-15.6'
VAR 1.5%
(OR FLATTER)
(OR FLATTER)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_145 typ.dgnPLOTTED/REVISED:PLOT NAME:1022211300_145 typ.dgn3/11/2026SHEETTYPICAL SECTIONS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
26
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
4.10
NOT TO SCALE
(MEDIANS 10' OR LESS F/C TO F/C)
DETAIL 2
4" CLASS 6 AGGREGATE
4" CONC. WALK
GRADING MATERIAL
BACKFILL WITH SELECT
B612
B612
2'
BIT.
SAWCUT
2'
VAR
1:0.51:1
1'
2'
MATERIAL
SELECT GRADING
BACKFILL WITH
1/4" TYP
B624
2'
BIT.
SAWCUT
4" CONCRETE WALK
(INCIDENTAL)
4" AGGREGATE BASE - CLASS 6
(SIDEWALK)
NSET BI
TACK COATS (INCIDENTAL)
(4,C) (SPWEB440C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE
(4,B) (SPNWB340B)
3" TYPE SP 12.5 NON-WEARING COURSE MIXTURE
8" AGGREGATE BASE - CLASS 6
(CSAH 102)
INSET A
(4,C) (SPWEB440C)
2" TYPE SP 12.5 WEARING COURSE MIXTURE
INSET A
INSET A
1:0.51:1
1'
2'
SELECT GRADING MATERIAL
BACKFILL WITH
1/4" TYP
B424
2'
BIT.
SAWCUT
INSET A
0.5'
0.5'
0.83'
4.5'5'
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
WALK
6.0'
1.5%
0.5'
NOT TO SCALE
(STA: 36SE 1+65 TO 7+76)
DETAIL 3
8" CONCRETE WALK
(INCIDENTAL)
4" AGGREGATE BASE - CLASS 6
(COMMERCIAL DRIVEWAY)
INSET D
SIDEWALK SHALL BE INCIDENTAL)
(SUBGRADE PREP FOR
COMPACTED SUBGRADE
6" CONCRETE
(INCIDENTAL)
4" AGGREGATE BASE - CLASS 6
(RESIDENTIAL DRIVEWAY)
INSET C
SIDEWALK SHALL BE INCIDENTAL)
(SUBGRADE PREP FOR
COMPACTED SUBGRADE
SIDEWALK SHALL BE INCIDENTAL)
(SUBGRADE PREP FOR
COMPACTED SUBGRADE
(NOT TO SCALE)
DETAIL 1
1:41:41.25'MEDIANLT. TURN
12.0'11.0'
RT. TURN
THRU
CSAH 102
6.0'
THRU
12.0'
EXIST
BLVD
0.67'-10.5'
WALK
6.0'2.0'
LC
42NW
68.5'
1.5%
(VAR (1:4)
(OR FLATTER)
(VAR (1:4)
(OR FLATTER)
WALK
6.67'2.0'
EXIST EXIST
CSAH 102 STA: 42NW 1+26 TO 2+19
TYPICAL SECTION G EX. R/W
B624INSET B
9.0'
SHLD
6.0'
SHLD
B624 B612
EX. R/W
13.2'-13.5'
CSAH 102
CSAH 102 STA: 42NW 2+19 TO 3+81
TYPICAL SECTION H
VAR1.5%
(OR FLATTER)
(OR FLATTER)
BLVD
0.67'-6.0'
WALK
6.0'2.0'
LC
42NW
EXIST
INSET B
B624
EX. R/W
8.2'-13.0'
VAR1.5%
(OR FLATTER)
(OR FLATTER)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)
(VAR (1:4)
NOT TO SCALE
(MEDIANS 10' OR GREATER F/C TO F/C)
DETAIL 2A
6" TOPSOIL
2" DEPRESSION
GRADING MATERIAL
BACKFILL WITH SELECT
B612
B612
2'
BIT.
SAWCUT
2'
INSET A
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
27
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
(SEE TURF EST PLANS)
TOPSOIL AND SEED BOULEVARDS
TOPSOIL THICKNESS IS 6" TYPICAL
SECTIONS FOR VARIATIONS
SEE CONSTRUCTION PLANS AND CROSS
GENERAL BOULEVARD WIDTH AND SLOPE
WALK AND DRIVEWAY EDGES
EXTEND AGGREGATE BASE 6" BEYOND
FOR CROSS SLOPES
SEE CONSTRUCTION PLAN AND CROSS SECTIONS
WALK AND DRIVEWAY CROSS SLOPES VARY.
SHALL BE SAWCUT
CONCRETE WALKWAY & DRIVEWAY JOINTS
TYPICAL WALK CROSS SLOPE (0.15 FT/FT MAX)
ALL SLOPES ARE FT. PER FT.
1.5' OBSTACLE CLEAR ZONE FROM FACE OR CURB
GENERAL NOTES:
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
138
28
S.P. XXX-XXX-XXX, S.P. 027-702-003
STANDARD PLANS & DETAILS
THE FOLLOWING STANDARD PLANS, APPROVED BY THE FEDERAL
HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT
STANDARD PLANS
INDEX NO.SUBJECT APPROVED REVISED
5-297.250 (1 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (2 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (3 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (4 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (5 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (6 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.254 (1 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.254 (2 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.254 (3 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021 12-23-2021
5-297.254 (4 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.302 PROTECTION AND RESTORATION OF VEGETATION 12-11-2015
5-297.404 (1 of 3)PERMANENT EROSION CONTROL - ALONG ROADWAYS, DITCHES, AND FLUMES 02-28-2017
5-297.404 (2 of 3)PERMANENT EROSION CONTROL - TURF ESTABLISHMENT DETAIL AT CULVERT ENDS 01-08-2020
5-297.404 (3 of 3)PERMANENT EROSION CONTROL - REPP (BLANKET) STAPLE PATTERN FOR SLOPES 01-08-2020
5-297.405 (1 of 8)TEMPORARY SEDIMENT CONTROL - SILT CURTAIN OR SILT FENCE TYPE TB 02-28-2017
5-297.405 (2 of 8)TEMPORARY SEDIMENT CONTROL - FILTER BERMS, SEDIMENT CONTROL LOGS, AND BALE BARRIERS 01-08-2020
5-297.405 (3 of 8)TEMPORARY SEDIMENT CONTROL - DITCH CHECK 01-08-2020
5-297.405 (4 of 8)TEMPORARY SEDIMENT CONTROL - STORM DRAIN INLET PROTECTION 02-28-2017
5-297.405 (5 of 8)TEMPORARY SEDIMENT CONTROL - CONSTRUCTION EXITS 02-28-2017
5-297.405 (6 of 8)TEMPORARY SEDIMENT CONTROL - SILT FENCE 02-28-2017
5-297.405 (7 of 8)TEMPORARY SEDIMENT CONTROL - SUPER DUTY SILT FENCE 02-28-2017
5-297.405 (8 of 8)TEMPORARY SEDIMENT CONTROL - CULVERT END CONTROLS 02-28-2017
5-297.442 STANDARD STORM SEWER BEDDING FOR RIGID AND FLEXIBLE PIPE 11-15-2024
5-297.811 (1 of 2)ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS 03-18-2021
5-297.811 (2 of 2)ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS 03-18-2021
5-297.813 (1 of 2)TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES - CHANNELIZERS, SIDEWALK BARRICADES, AND PORTABLE STANDS 03-18-2021
5-297.813 (2 of 2)TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES - TEMPORARY CURB RAMPS AND WALKWAY SURFACES 03-18-2021
90% PLAN
4.10
NOT TO SCALE
TREE PROTECTION
SIDEWALK
CURB & GUTTER REMOVAL
FENCE LOCATION AFTER
& GUTTER
EXISTING CURB
BELOW GRADE
EXTEND 2'
POSTS SHALL
8.WORK AND MATERIALS DESCRIBED IN THIS DETAIL SHALL BE PAID FOR AS "TREE PROTECTION".
REMOVAL WITHIN 50' OF TREES IDENTIFIED FOR PROTECTION IN THE PLANS OR BY THE ENGINEER.
7.A HENNEPIN COUNTY FORESTRY SERVICE REPRESENTATIVE SHALL BE ON-SITE DURING CURB OR SIDEWALK
PREVIOUSLY PLACED MULCH AND RETURN AREA TO TURF.
ESTABLISH TURF.CONTRACTOR TO REMOVE ALL MATERIALS USED FOR TREE PROTECTION INCLUDING
6.TREE PROTECTION SHALL REMAIN IN PLACE UNTIL CONTRACTOR IS READY TO SHAPE SLOPES AND
ADJACENT TO THE REMOVED CURB AS FREQUENTLY AS NECESSARY TO PREVENT DESICCATION.
LOCATION.IMMEDIATELY BACKFILL THE 2' ZONE WITH MULCHING AND WATER. WATER EXPOSED ROOT AREA
SHARPENED PRUNING IMPLEMENTS. RELOCATE PROTECTIVE FENCING 2 FEET BEYOND THE PREVIOUS CURB
5.FOLLOWING CURB REMOVAL, PRUNE DAMAGED OR TORN ROOTS USING A 90-DEGREE CUT WITH CLEAN,
THREE TIMES PER WEEK.
MEDIUM, MINIMIZING RUNOFF FROM THE BOULEVARD.MAINTAIN A WATERING SCHEDULE OF NO LESS THAN
THE UNDERLYING SOIL REACHES ADEQUATE MOISTURE LEVELS. THE MULCH WILL SERVE AS A RETENTION
4.APPLY 3" OF SHREDDED HARDWOOD MULCH UNIFORMLY WITHIN THE FENCED-IN AREA. WATER UNTIL
DO NOT ALTER OR MOVE THIS BARRIER FENCING
NO DISTURBANCE OF ANY KIND
NO CHANGE IN GRADE OR EXCAVATION
NO STORAGE OR DISPOSAL MATERIALS
NO EQUIPMENT OR FOOT TRAFFIC
TREE PROTECTION ZONE
3.PLACE A SIGN ON EACH TREE FENCE THAT READS:
GRADE. USE AS MANY POSTS AS NEEDED TO EXTEND THE FENCE TO THE DRIPLINES OR PAVEMENT EDGES.
OR AGAINST PAVEMENT EDGES. POSTS SHOULD BE NO MORE THAN 6' O.C. MAXIMUM AND EXTEND 2' BELOW
2.INSTALL 4' HIGH ORANGE COMMERCIAL CONSTRUCTION FENCING AT THE DRIP LINE OF THE TREE
TREES WITHIN THE CONSTRUCTION LIMITS THAT ARE TO REMAIN.
1.TREE PROTECTION FENCING MUST BE INSTALLED PRIOR TO ANY LAND DISTURBANCE AROUND ANY
NOTES FOR TREE PROTECTION:
CURB & GUTTER REMOVAL
FENCE LOCATION PRIOR
4'
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102CSAH
2211300HENNEPIN COUNTY PROJECT
138
29
, S.P. XXX-XXX-XXXS.P. 027-702-003
STANDARD PLANS & DETAILS90% PLAN
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
30
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
0'
SCALE
100'50'
0'
SCALE
100'50'
0 0+65.00
00+65.0000+65.00
10 15 20
32-NW
32-NE
32 MED-S
CSAH-102
0 51234 6 7 8
8+69.980 1 1+58.6701 2 3
011+33.25
0 1 1+45.00
0 1 2 3 3+25.00
0 1 1+40.002530 35 40
CSAH-102
36 MED-S
36-SE
36-SW
36-NE
36 MED-N
36-NW
MED 3508
SOUTHERN ZONE, NAD83 1986 (NON-HARN VALUES)
GROUND FEET, BASED ON THE MINNESOTA COORDINATE SYSTEM,
HORIZONTAL CONTROL COORDINATES ARE HENNEPIN COUNTY
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
31
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
0'
SCALE
100'50'
0'
SCALE
100'50'
60 65 70
CSAH-102
0 0+95.00
00+90.0000+70.00011+15.0054 6 6+87.140
0+75.0045 50 55
36-NW
CSAH-102 38 MED-S
38-SE
38-SW 38-NW
38-NE
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
32
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
0'
SCALE
100'50'
0'
SCALE
100'50'
90 95 100
CSAH-10201+00.0001
2 3 3+90.00
0 1 2 3 4
4+51.750 1+00.000 1 1+25.00
0 1 1+30.0075 80 85
42-SE
42 MED-S
42-SW 42-NW
42 MED-N
42-NE
CSAH-102
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
33
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
0'
SCALE
100'50'
0
0+80.000 0+70.0000+71.0000+80.00
105 110 115 0
CSAH-102
FAIRVIEW-SW FAIRVIEW-NW
FAIRVIEW-NE
FAIRVIEW MED-N
FAIRWIEW-SE
118+25.000+65.00
4.10
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102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
34
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
ALIGNMENT: CSAH-102 ALIGNMENT: 38-SW ALIGNMENT: 36-NW
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHDELTADEGREERADIUSTANGENTLENGTHDELTADEGREERADIUSTANGENTLENGTHDELTADEGREERADIUSTANGENTLENGTH
TANGENT START START 10+00.00 506027.691 181387.495 TANGENT START START 0+00.00 505990.796 184958.659 TANGENT START START 0+00.00 505919.201 184157.195
TANGENT HPI HPI 11+05.92 506028.784 181493.412 0.5913�°TANGENT HPI HPI 0+29.69 505991.223 184988.344 0.8241�°TANGENT PC PC 0+36.16 505955.359 184157.094 90.1596�°
TANGENT HPI HPI 11+05.92 506028.784 181493.412 TANGENT HPI HPI 0+29.69 505991.223 184988.344 ARC PC PC 0+36.16 505955.359 184157.094 90.1596�°
TANGENT HPI HPI 37+45.54 506017.468 184133.009 359.7544�°TANGENT PC PC 0+62.61 505991.119 185021.266 359.8191�°ARC HPI HPI 0+71.35 90�°19'14.60" LT 163�°42'08.02"35 35.2 55.17 505990.555 184156.996 PI
TANGENT HPI HPI 37+45.54 506017.468 184133.009 ARC PC PC 0+62.61 505991.119 185021.266 359.8191�°ARC CC CC 505955.457 184192.094
TANGENT HPI HPI 63+97.74 506010.01 186785.19 359.8389�°ARC HPI HPI 0+86.48 89�°41'09.35" LT 238�°43'56.69"24 23.87 37.57 505991.044 185045.135 PI ARC PT PT 0+91.33 505990.456 184192.192 359.8389�°
TANGENT HPI HPI 63+97.74 506010.01 186785.19 ARC CC CC 505967.119 185021.19 TANGENT PT PT 0+91.33 505990.456 184192.192
TANGENT HPI HPI 90+50.18 506005.605 189437.635 359.9049�°ARC PT PT 1+00.18 505967.175 185045.19 270.1332�°TANGENT PC PC 6+11.94 505988.993 184712.803 359.8389�°
TANGENT HPI HPI 90+50.18 506005.605 189437.635 TANGENT PT PT 1+00.18 505967.175 185045.19 ARC PC PC 6+11.94 505988.993 184712.803 359.8389�°
TANGENT HPI HPI 117+05.93 505984.119 192093.295 359.5364�°TANGENT END END 1+15.00 505952.352 185045.224 270.1332�°ARC HPI HPI 6+36.91 89�°54'48.89" LT 229�°10'59.22"25 24.96 39.23 505988.922 184737.765 PI
TANGENT HPI HPI 117+05.93 505984.119 192093.295 ARC CC CC 505963.993 184712.733
TANGENT END END 118+25.00 505983.173 192212.359 359.5446�°ALIGNMENT: 38-NW ARC PT PT 6+51.18 505963.96 184737.733 269.9253�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PT PT 6+51.18 505963.96 184737.733
ALIGNMENT: 32 MED-S DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 6+87.14 505927.998 184737.686 269.9253�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT START START 0+00.00 505955.317 185077.343
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT PC PC 0+10.16 505965.479 185077.141 91.1398�°ALIGNMENT: 36-SE
TANGENT START START 0+00.00 506032.736 181416.621 ARC PC PC 0+10.16 505965.479 185077.141 91.1398�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHTANGENTENDEND0+65.00 506033.408 181481.617 0.5924�°ARC HPI HPI 0+35.82 91�°29'14.35" LT 229�°10'59.22"25 25.66 39.92 505991.132 185076.63 PI DELTA DEGREE RADIUS TANGENT LENGTH
ARC CC CC 505965.977 185102.136 TANGENT START START 0+00.00 506045.072 183300.322
ALIGNMENT: 32-NW ARC PT PT 0+50.08 505990.976 185102.288 359.6525�°TANGENT HPI HPI 0+35.97 506045.944 183336.277 1.3886�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PT PT 0+50.08 505990.976 185102.288 TANGENT HPI HPI 0+35.97 506045.944 183336.277
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 0+70.00 505990.855 185122.204 359.6525�°TANGENT PC PC 7+75.99 506042.777 184076.293 359.7549�°
TANGENT START START 0+00.00 505966.85 181508.987 ARC PC PC 7+75.99 506042.777 184076.293 359.7549�°
TANGENT PC PC 0+15.00 505981.849 181509.1 89.5675�°ALIGNMENT: 38-NE ARC HPI HPI 7+99.87 77�°03'18.66" RT 190�°59'09.35"30 23.89 40.35 506042.675 184100.179 PI
ARC PC PC 0+15.00 505981.849 181509.1 89.5675�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
ARC CC CC 506072.777 184076.421
ARC HPI HPI 0+37.75 89�°22'00.09" LT 249�°06'43.51"23 22.75 35.87 506004.596 181509.272 PI DELTA DEGREE RADIUS TANGENT LENGTH ARC PCC PCC 8+16.33 506065.932 184105.63 76.8100�°
ARC CC CC 505981.676 181532.099 TANGENT START START 0+00.00 506073.228 185035.149 ARC PCC PCC 8+16.33 506065.932 184105.63 76.8100�°
ARC PT PT 0+50.87 506004.675 181532.019 0.2008�°TANGENT PC PC 0+10.02 506063.208 185035.354 271.1721�°ARC HPI HPI 8+23.66 13�°54'54.55" RT 95�°29'34.68"60 7.32 14.57 506073.06 184107.301 PI
TANGENT PT PT 0+50.87 506004.675 181532.019 ARC PC PC 0+10.02 506063.208 185035.354 271.1721�°ARC CC CC 506079.622 184047.213
TANGENT END END 0+65.00 506004.725 181546.149 0.2008�°ARC HPI HPI 0+34.43 88�°37'02.87" RT 229�°10'59.22"25 24.4 38.67 506038.809 185035.853 PI ARC PT PT 8+30.91 506080.382 184107.208 90.7252�°
ARC CC CC 506063.72 185060.349 TANGENT PT PT 8+30.91 506080.382 184107.208
ALIGNMENT: 32-NE ARC PT PT 0+48.69 506038.72 185060.257 359.7895�°TANGENT END END 8+69.98 506119.45 184106.713 90.7252�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PT PT 0+48.69 506038.72 185060.257
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 0+90.00 506038.568 185101.571 359.7895�°ALIGNMENT: 36 MED-N
TANGENT START START 0+00.00 506090.953 181507.101 ELEMENT POINT
NUMBER
POINT
TYPE STATION CIRCULAR CURVE DATA EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PC PC 0+15.00 506075.958 181507.509 271.5575�°ALIGNMENT: 38-SE DELTA DEGREE RADIUS TANGENT LENGTH
ARC PC PC 0+15.00 506075.958 181507.509 271.5575�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT START START 0+00.00 506025.527 184167.266
ARC HPI HPI 0+38.52 88�°49'49.34" RT 238�°43'56.69"24 23.52 37.21 506052.452 181508.148 PI DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 1+45.00 506025.119 184312.27 359.8389�°
ARC CC CC 506076.611 181531.5 TANGENT START START 0+00.00 506040.511 184954.996
ARC PT PT 0+52.21 506052.611 181531.662 0.3878�°TANGENT PC PC 0+25.58 506039.923 184980.571 358.6819�°ALIGNMENT: 36-NE
TANGENT PT PT 0+52.21 506052.611 181531.662 ARC PC PC 0+25.58 506039.923 184980.571 358.6819�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHTANGENTENDEND0+65.00 506052.698 181544.452 0.3878�°ARC HPI HPI 0+47.63 90�°07'43.13" RT 260�°26'07.30"22 22.05 34.61 506039.415 185002.615 PI DELTA DEGREE RADIUS TANGENT LENGTH
ARC CC CC 506061.917 184981.077 TANGENT START START 0+00.00 506103.347 184154.783
ALIGNMENT: MED 3508 ARC PT PT 0+60.19 506061.46 185003.072 88.8106�°TANGENT PC PC 0+30.33 506073.023 184155.53 271.4116�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PT PT 0+60.19 506061.46 185003.072 ARC PC PC 0+30.33 506073.023 184155.53 271.4116�°
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 0+75.00 506076.266 185003.38 88.8106�°ARC HPI HPI 0+36.63 42�°58'18.60" RT 358�°05'55.04"16 6.3 12 506066.727 184155.685 PI
TANGENT START START 0+00.00 506027.175 183515.778 ARC CC CC 506073.417 184171.525
TANGENT END END 1+40.00 506026.575 183655.78 359.7544�°ALIGNMENT: 38 MED-S ARC PCC PCC 0+42.33 506062.226 184160.09 314.3834�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
ARC PCC PCC 0+42.33 506062.226 184160.09 314.3834�°
ALIGNMENT: 36 MED-S DELTA DEGREE RADIUS TANGENT LENGTH ARC HPI HPI 0+64.40 45�°12'26.65" RT 108�°06'18.88"53 22.07 41.82 506046.456 184175.524 PI
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT START START 0+00.00 506020.659 184922.536 ARC CC CC 506099.297 184197.968
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 0+95.00 506020.392 185017.535 359.8389�°ARC PT PT 0+84.15 506046.298 184197.59 359.5908�°
TANGENT START START 0+00.00 506015.026 183784.495 TANGENT PT PT 0+84.15 506046.298 184197.59
TANGENT END END 3+25.00 506013.635 184109.492 359.7549�°TANGENT HPI HPI 0+89.05 506046.263 184202.487 359.5908�°
TANGENT HPI HPI 0+89.05 506046.263 184202.487
TANGENT HPI HPI 1+08.25 506052.286 184220.724 18.2738�°
TANGENT HPI HPI 1+08.25 506052.286 184220.724
TANGENT END END 1+33.25 506052.107 184245.724 359.5908�°
90% PLAN
4.10
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_170 ali.dgnPLOTTED/REVISED:PLOT NAME:1022211300_170 ali.dgn3/11/2026SHEETALIGNMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
35
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
ALIGNMENT: 36-SW ALIGNMENT: 42-NW ALIGNMENT: FAIRVIEW-NE
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHDELTADEGREERADIUSTANGENTLENGTHDELTADEGREERADIUSTANGENTLENGTHDELTADEGREERADIUSTANGENTLENGTH
TANGENT START START 0+00.00 505982.916 183989.976 TANGENT START START 0+00.00 505872.12 188142.465 TANGENT START START 0+00.00 506045.297 192089.704
TANGENT HPI HPI 0+22.20 505982.995 184012.18 0.2020�°TANGENT PC PC 0+66.57 505938.672 188140.924 91.3265�°TANGENT PC PC 0+13.06 506032.246 192090.069 271.6013�°
TANGENT HPI HPI 0+22.20 505982.995 184012.18 ARC PC PC 0+66.57 505938.672 188140.924 91.3265�°ARC PC PC 0+13.06 506032.246 192090.069 271.6013�°
TANGENT HPI HPI 0+44.52 505989.96 184033.38 18.1898�°ARC HPI HPI 0+81.25 32�°43'03.39" LT 114�°35'29.61"50 14.68 28.55 505953.345 188140.584 PI ARC HPI HPI 0+37.12 87�°48'54.95" RT 229�°10'59.22"25 24.06 38.32 506008.19 192090.742 PI
TANGENT HPI HPI 0+44.52 505989.96 184033.38 ARC CC CC 505939.83 188190.911 ARC CC CC 506032.944 192115.059
TANGENT PC PC 0+65.63 505989.87 184054.494 359.7549�°ARC PCC PCC 0+95.12 505965.873 188148.229 58.6089�°ARC PT PT 0+51.37 506007.945 192114.805 359.4166�°
ARC PC PC 0+65.63 505989.87 184054.494 359.7549�°ARC PCC PCC 0+95.12 505965.873 188148.229 58.6089�°TANGENT PT PT 0+51.37 506007.945 192114.805
ARC HPI HPI 0+91.17 37�°36'17.09" LT 76�°23'39.74"75 25.54 49.22 505989.761 184080.029 PI ARC HPI HPI 1+11.96 58�°36'50.86" LT 190�°59'09.35"30 16.84 30.69 505980.249 188157.001 PI TANGENT END END 0+71.00 506007.746 192134.428 359.4166�°
ARC CC CC 505914.871 184054.173 ARC CC CC 505950.247 188173.838
ARC PCC PCC 1+14.86 505974.092 184100.193 322.1501�°ARC PT PT 1+25.81 505980.247 188173.841 359.9948�°ALIGNMENT: FAIRWIEW-SE
ARC PCC PCC 1+14.86 505974.092 184100.193 322.1501�°TANGENT PT PT 1+25.81 505980.247 188173.841
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHARCHPIHPI1+25.47 51�°29'51.25" LT 260�°26'07.30"22 10.61 19.77 505967.581 184108.571 PI TANGENT HPI HPI 3+37.76 505980.228 188385.792 359.9948�°DELTA DEGREE RADIUS TANGENT LENGTH
ARC CC CC 505956.721 184086.694 TANGENT HPI HPI 3+37.76 505980.228 188385.792 TANGENT START START 0+00.00 506008.883 192017.893
ARC PT PT 1+34.63 505956.971 184108.692 270.6525�°TANGENT END END 3+90.00 505982.187 188437.992 2.1494�°TANGENT PC PC 0+17.75 506008.644 192035.64 359.2276�°
TANGENT PT PT 1+34.63 505956.971 184108.692 ARC PC PC 0+17.75 506008.644 192035.64 359.2276�°
TANGENT END END 1+58.67 505932.938 184108.966 270.6525�°ALIGNMENT: 42 MED-S ARC HPI HPI 0+42.06 88�°23'26.06" RT 229�°10'59.22"25 24.31 38.57 506008.316 192059.945 PI
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
ARC CC CC 506033.642 192035.977
ALIGNMENT: 42-SW DELTA DEGREE RADIUS TANGENT LENGTH ARC PCC PCC 0+56.32 506032.603 192060.955 87.6181�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT START START 0+00.00 506004.478 187948.943 ARC PCC PCC 0+56.32 506032.603 192060.955 87.6181�°
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 1+25.00 506004.27 188073.943 359.9049�°ARC HPI HPI 0+68.20 12�°08'15.17" RT 51�°14'19.69"111.82 11.89 23.69 506044.481 192061.449 PI
TANGENT START START 0+00.00 505974.446 188006.478 ARC CC CC 506037.25 191949.231
TANGENT PC PC 0+23.28 505974.626 188029.754 0.4413�°ALIGNMENT: 42-NE ARC PT PT 0+80.00 506056.198 192059.435 99.7557�°
ARC PC PC 0+23.28 505974.626 188029.754 0.4413�°ELEMENT POINT
NUMBER
POINT
TYPE STATION CIRCULAR CURVE DATA EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
ARC HPI HPI 0+44.31 45�°38'18.58" LT 114�°35'29.61"50 21.04 39.83 505974.788 188050.791 PI DELTA DEGREE RADIUS TANGENT LENGTH ALIGNMENT: FAIRVIEW-SW
ARC CC CC 505924.627 188030.139 TANGENT START START 0+00.00 506090.349 188135.247
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHARCPCCPCC0+63.10 505959.861 188065.616 314.8028�°TANGENT PC PC 0+18.62 506071.776 188136.623 274.2397�°DELTA DEGREE RADIUS TANGENT LENGTH
ARC PCC PCC 0+63.10 505959.861 188065.616 314.8028�°ARC PC PC 0+18.62 506071.776 188136.623 274.2397�°TANGENT START START 0+00.00 505960.649 192030.003
ARC HPI HPI 0+74.90 42�°56'32.47" LT 190�°59'09.35"30 11.8 22.48 505951.488 188073.931 PI ARC HPI HPI 0+33.26 52�°01'14.69" RT 190�°59'09.35"30 14.64 27.24 506057.177 188137.706 PI TANGENT PC PC 0+20.68 505960.516 192050.681 359.6300�°
ARC CC CC 505938.721 188044.329 ARC CC CC 506073.994 188166.541 ARC PC PC 0+20.68 505960.516 192050.681 359.6300�°
ARC PT PT 0+85.59 505939.695 188074.314 271.8605�°ARC PCC PCC 0+45.86 506049.047 188149.879 326.2604�°ARC HPI HPI 0+45.07 88�°35'55.48" LT 229�°10'59.22"25 24.4 38.66 505960.358 192075.077 PI
TANGENT PT PT 0+85.59 505939.695 188074.314 ARC PCC PCC 0+45.86 506049.047 188149.879 326.2604�°ARC CC CC 505935.516 192050.52
TANGENT END END 1+00.00 505925.292 188074.782 271.8605�°ARC HPI HPI 0+60.89 33�°28'00.30" RT 114�°35'29.61"50 15.03 29.21 506040.697 188162.379 PI ARC PT PT 0+59.34 505935.966 192075.516 271.0312�°
ARC CC CC 506090.625 188177.65 TANGENT PT PT 0+59.34 505935.966 192075.516
ALIGNMENT: 42-SE ARC PT PT 0+75.07 506040.626 188177.412 359.7272�°TANGENT END END 0+70.00 505925.309 192075.708 271.0312�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTH
TANGENT PT PT 0+75.07 506040.626 188177.412
DELTA DEGREE RADIUS TANGENT LENGTH TANGENT END END 1+00.00 506040.507 188202.341 359.7272�°
TANGENT START START 0+00.00 506032.621 187659.166
TANGENT HPI HPI 0+49.43 506032.459 187708.593 359.8125�°ALIGNMENT: FAIRVIEW-NW
TANGENT HPI HPI 0+49.43 506032.459 187708.593
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHTANGENTHPIHPI0+91.98 506033.806 187751.129 1.8140�°DELTA DEGREE RADIUS TANGENT LENGTH
TANGENT HPI HPI 0+91.98 506033.806 187751.129 TANGENT START START 0+00.00 505920.182 192107.738
TANGENT PC PC 3+77.34 506033.332 188036.485 359.9049�°TANGENT PC PC 0+14.46 505934.645 192107.68 90.2268�°
ARC PC PC 3+77.34 506033.332 188036.485 359.9049�°ARC PC PC 0+14.46 505934.645 192107.68 90.2268�°
ARC HPI HPI 3+94.19 58�°38'37.25" RT 190�°59'09.35"30 16.85 30.71 506033.304 188053.335 PI ARC HPI HPI 0+39.45 89�°57'45.22" LT 229�°10'59.22"25 24.98 39.25 505959.629 192107.581 PI
ARC CC CC 506063.332 188036.535 ARC CC CC 505934.744 192132.68
ARC PCC PCC 4+08.05 506047.679 188062.128 58.5485�°ARC PT PT 0+53.72 505959.744 192132.565 0.2643�°
ARC PCC PCC 4+08.05 506047.679 188062.128 58.5485�°TANGENT PT PT 0+53.72 505959.744 192132.565
ARC HPI HPI 4+24.11 35�°37'42.47" RT 114�°35'29.61"50 16.07 31.09 506061.385 188070.511 PI TANGENT END END 0+80.00 505959.865 192158.845 0.2643�°
ARC CC CC 506073.768 188019.473
ARC PT PT 4+39.14 506077.41 188069.341 94.1770�°ALIGNMENT: FAIRVIEW MED-N
TANGENT PT PT 4+39.14 506077.41 188069.341
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHTANGENTENDEND4+51.75 506089.986 188068.422 94.1770�°DELTA DEGREE RADIUS TANGENT LENGTH
TANGENT START START 0+00.00 505988.688 192115.549
ALIGNMENT: 42 MED-N TANGENT END END 0+65.00 505988.162 192180.549 359.5364�°
ELEMENT POINT
NUMBER
POINT
TYPE STATION
CIRCULAR CURVE DATA
EASTING (X)NORTHING
(Y)
DIRECTION
AZIMUTHDELTADEGREERADIUSTANGENTLENGTH
TANGENT START START 0+00.00 506015.25 188142.751
TANGENT END END 1+30.00 506015.238 188272.747 359.9948�°
90% PLAN
4.10
P
3157
6215 3200
AUTO SALES
EL CHINO
3201
32ND AVE NCSAH 102 (DOUGLAS DR)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
36
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENVAULTCOMMVAULTCOMM
90% PLAN
0 0+65.00
00+65.0000+65.00
10
0'
SCALE
20'10'
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3443
3442
3448
3517
CSAH 102 (DOUGLAS DR)
3405 3407 341334113409
3508 MATCHLINE 33+00.00P
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
37
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
0 1 2 3
0 1 1+40.00
30
0'
SCALE
50'25'
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
3537
3528
3601
3600
3609 3617
3616 3624
3550
6213
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NMATCHLINE 33+00.00MATCHLINE 40+50.00P
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
38
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN VAULTCOMM90% PLAN
54 6 7 8
8+69.980 1 1+58.6701 2 3
011+33.25
0 1 1+45.00
0 1 2 3 3+25.00
35 40
0'
SCALE
50'25'
PROTECT WALL PROTECT WALL PROTECT WALL
1
1
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704 6219
6201
6218
3801
3808
6310
620037TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)MATCHLINE 40+50.00P
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
39
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN M90% PLAN
0 0+95.00
00+90.000 0+70.00011+15.0054 6 6+87.140
0+75.0045
0'
SCALE
50'25'
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142 CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE N4156 MATCHLINE 77+25.00P
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
40
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENVAULTCOMMVAULTCOMM VAULTCOMMVAULTCOMMVAULTCOMMVAULTCOMMMMMP
90% PLAN
0 1 2 3 4
4+51.750 1+00.000 1 1+25.00
70 75
0'
SCALE
50'25'
POST
LIGHT
PROTECT
PROTECT FENCE
1
1
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)
4410
4333
43RD AVE NMATCHLINE 77+25.00P
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
41
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSENVAULTCOMMM
90% PLAN01+00.0001
2 3 3+90.00
0 1 1+30.00
80
0'
SCALE
50'25'
FOUNDATION
REMOVE
1
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NP
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_180 rem.dgnPLOTTED/REVISED:PLOT NAME:1022211300_180 rem.dgn3/11/2026SHEETREMOVAL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
42
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
P
90% PLAN
0
0+80.000 0+70.0000+71.000 0+80.00
118+25.00
0 0+65.00
0'
SCALE
20'10'
FOUNDATION
REMOVE
FENCE
REMOVE
V-CURB
REMOVE
REMOVAL LEGEND
WALK
REMOVE CONCRETE
PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY
REMOVE CONCRETE
WALK
REMOVE BITUMINOUS
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
EASEMENT
PERMANENT HIGHWAY
TEMPORARY EASEMENT
REMOVE CURB & GUTTER
SAW BIT PAVEMENT
REMOVE TREE
PROTECT TREEDRIVEWAY
REMOVE GRAVEL
DRIVEWAY
REMOVE BITUMINOUS
SYSTEM "A" OR "B"
PART OF TRAFFIC CONTROL SIGNAL
1 SIGNAL HANDHOLE REMOVAL PAID AS
NOTES:
4.10
3157
6215 3200
AUTO SALES
EL CHINO
3201
32ND AVE NCSAH 102 (DOUGLAS DR)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
43
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
11
BUS PAD
4" CONCRETE 9'90% PLAN
CONSTRUCTION LEGEND
+21+260 0+65.00
00+65.0000+65.00
10
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+23+43+51+15
+52+15
0'
SCALE
20'10'
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3443
3442
3448
3517
CSAH 102 (DOUGLAS DR)
3405 3407 341334113409
3508 MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
44
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
C&G
B424
19'
12'
CNST LIMITSCNST LIMITS
11
17'16'17'MEDIAN
SOIL/TURF
90% PLAN
CONSTRUCTION LEGEND
+12+23+490 1 2 3
0 1 1+40.00
30
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+36+49+630'
SCALE
50'25'
4.10
3537
3528
3601
3600
3609 3617
3616 3624
3550
6213
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
45
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
C&G
B4241:31:3C&G
B424
C&G
B424
1
1
1
1
19.5'16'31'25.5'
30.5'
29'12'6'10.5'6'6'6'BUS PAD
4" CONCRETE
REMOVAL
SIGNAL HH
REPLACED AFTER
4" CONCRETE WALK
REMOVAL
SIGNAL HH
REPLACED AFTER
4" CONCRETE WALK
90% PLAN
CONSTRUCTION LEGEND
+69+7454 6 7 8
8+69.980 1 1+58.6701 2 3
011+33.25
0 1 1+45.00
0 1 2 3 3+25.00
35 40
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+37+00+10+27+11
+25+15+37
+48
+04+21+46+09+89+61+67+39+09+820'
SCALE
50'25'
4.10
3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704 6219
6201
6218
3801
3808
6310
620037TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
46
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
11
17'16.5'22'10'90% PLAN
CONSTRUCTION LEGEND
0 0+95.00
00+90.000 0+70.00011+15.0054 6 6+87.140
0+75.0045
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+67+90+42+56
+26+
1
8
+09
+48+82+27+26+63+41+580'
SCALE
50'25'
4.10
4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142 CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE N4156 MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
47
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
1
16'34.2'28'
14'
11'6'6'6.6'REMOVAL
SIGNAL HH
REPLACED AFTER
4" CONCRETE WALK
90% PLAN
CONSTRUCTION LEGEND
0 1 2 3 4
4+51.750 1+00.000 1 1+25.00
70 75
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+28+04+25+89+94+49+05+42+22+000'
SCALE
50'25'
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)
4410
4333
43RD AVE NMATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
48
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
1 16'30.5'13.5'
12'
V-CURB
END
V-CURB
END 6'6'6'REMOVAL
SIGNAL HH
REPLACED AFTER
4" CONCRETE WALK
90% PLAN
CONSTRUCTION LEGEND
01+00.0001
2 3 3+90.00
0 1 1+30.00
80
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+12+60+05+08
+07 +90+17+20+18+340'
SCALE
50'25'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_185 cpp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_185 cpp.dgn3/11/2026SHEETCONSTRUCTION PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
49
S.P. XXX-XXX-XXX, S.P. 027-702-00302/13/2026
T. BRUERS
T. PETERSEN
T. PETERSEN
11
IRW 9'90% PLAN
CONSTRUCTION LEGEND
+15+450
0+80.000 0+70.0000+71.000 0+80.00
118+25.00
0 0+65.00
ADA WALK
PATCH
BITUMINOUS PAVEMENT
4" CONCRETE WALK
6" CONCRETE WALK/DRIVEWAY
8" CONCRETE DRIVEWAY COMMERCIAL
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT
MEDIAN CURB IS B612 UNLESS OTHERWISE NOTED
CURB AND GUTTER IS B624 UNLESS OTHERWISE NOTED
PAID AS 6" CONCRETE
1 CONSTRUCT MEDIAN NOSE PER MNDOT STD PLATE 7113
NOTES:+18+71+56+12+59
+11
+74+28
0'
SCALE
20'10'
4.10
SHEETPATH & FILENAME:c:\bentley\pw_working_hc\dms11622\1022211300_190 pro.dgnPLOTTED/REVISED:PLOT NAME:SHEET 01 [Sheet]3/5/2026102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
50
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN PROFILES
90% PLAN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
875 875
880 880
885 885
890 890
895 895
900 900
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
865 865
870 870
875 875
880 880
885 885
4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00
865 865
870 870
875 875
880 880
SCALE V
SCALE H
50'0'25'
10'0'5'
36-NWVPI 0+00.00EL 876.05VPI 0+08.26EL 875.45VPI 0+28.47EL 874.31VPI 0+50.13EL 873.52VPI 0+79.87EL 873.61VPI 1+15.89EL 874.73VPI 1+42.29EL 875.53VPI 1+82.14EL 876.86VPI 2+02.25EL 877.59VPI 2+21.48EL 878.32VPI 2+32.29EL 878.78VPI 2+46.78EL 879.33VPI 3+34.92EL 882.65VPI 3+59.02EL 883.44VPI 4+54.14EL 886.71VPI 4+89.62EL 887.94VPI 5+98.42EL 891.13VPI 6+20.66EL 891.83VPI 6+36.54EL 892.07VPI 6+55.02EL 892.38VPI 6+83.41EL 892.43-7.33%-5.64%-3
.62%+0.30%+3.11%+3.01%+3.34%+3.62%+3.81%+4.21%+3.83%
+3.76%
+3.28%
+3.44%
+3.48%
+2.93%
+3.13%+1.49%+1.67%+0.18%
36-SEVPI -0+00.00EL 874.66VPI 0+38.46EL 873.13VPI 1+09.49EL 871.54VPI 1+54.53EL 870.81VPI 1+65.99EL 870.78VPI 2+18.15EL 870.59VPI 2+74.44EL 870.31VPI 3+29.31EL 869.76VPI 3+84.21EL 869.39VPI 4+07.22EL 869.35VPI 4+38.63EL 868.96-3
.98%
-2.24%
-1.61%-0.25%-0.37%-0.49%-1.02%-0.67%-0.20%-1.21%-0.65%
36-SEVPI 4+54.39EL 868.86VPI 4+86.84EL 868.97VPI 5+16.39EL 868.81VPI 5+66.03EL 868.94VPI 6+77.41EL 869.59VPI 7+37.82EL 869.71VPI 7+73.62EL 870.13VPI 8+14.36EL 870.23VPI 8+36.07EL 870.37VPI 8+40.86EL 870.44VPI 8+69.68EL 871.59-0.65%+0.34%-0.54%+0.26%+0.58%+0.19%+1.17%+0.26%+0.64%+1.55%+3.97%
ELEVATION: 892.479
E: 506043.222
N: 188169.326
TNH NEQ CSAH 102 & 42ND
BM HYD 42
ELEVATION: 875.539
E: 506063.335
N: 184181.521
TNH SWQ CSAH 102 & 36TH AVE
BM HYD 36
4.10
SHEETPATH & FILENAME:c:\bentley\pw_working_hc\dms11622\1022211300_190 pro.dgnPLOTTED/REVISED:PLOT NAME:SHEET 02 [Sheet]3/11/2026102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
51
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN PROFILES
90% PLAN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
885 885
890 890
895 895
900 900
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
885 885
890 890
895 895
900 900
905 905
SCALE V
SCALE H
50'0'25'
10'0'5'
42-NWVPI 0+00.00EL 890.23VPI 0+27.17EL 890.17VPI 2+11.99EL 890.96VPI 2+44.33EL 891.76VPI 2+58.05EL 892.19VPI 3+09.48EL 893.40VPI 3+41.08EL 894.43VPI 3+62.08EL 894.83VPI 3+90.04EL 895.56VLP 1+14.36EL 889.46L=50.17'VPC 0+97.94EL 889.54VPT 1+48.11EL 889.78-0.19%-0.90%+1.85%VPI 1+23.02EL 889.3142-SEVPI 0+00.00EL 896.67VPI 0+41.29EL 896.61VPI 0+62.94EL 896.46VPI 0+92.44EL 896.37VPI 1+37.02EL 895.94VPI 1+49.33EL 895.68VPI 1+76.75EL 895.22VPI 1+92.54EL 894.96VPI 2+63.77EL 893.25VPI 4+52.37EL 888.92L=80.00'VPC 3+42.58EL 890.79VPT 4+22.58EL 889.18-0.14%-0.69%-0.32%-0.96%-2.13%-1.68%-1.66%
-2.40%
-3
.12%
-0.89%VPI 3+82.58EL 889.544.10
0+00 0+50
860 860
865 865
5V
FEET
20H
FEET
BUS PAD
4" CONCRETE 32ND AVE NCSAH 102 (DOUGLAS DR)
32-NW864.05EL 0+00.00 VPI863.73EL 0+23.85 VPI863.58EL 0+34.12 VPI863.22EL 0+45.56 VPI863.12EL 0+65.00 VPI-1.34%-1.50%
-3.12%-0.51%PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/12/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
52
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
9'001
002
F
F F
6"
6"
0"
F0"
6"
6"
90% PLAN
Pt. No.Alignment Northing
001 32-NW 0+27.92 0.00 181512.73 505994.08 863.67
002 32-NE 0+29.89 0.00 181512.36 506062.13 862.85
0+00 0+50
860 860
865 865
B624
0+15.000+21.370+26.36B624
0+15.01
0+50.91B6120+22.520+42.530+52.210 0+65.00
00+65.0000+65.00
32-NE862.24EL 0+00.00 VPI862.77EL 0+24.32 VPI862.92EL 0+34.54 VPI863.10EL 0+53.98 VPI863.10EL 0+65.00 VPI+2.17%+1.50%+0.91%+0.06%
4.10
BUS PAD
4" CONCRETE
3550 36TH AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
53
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
PROFILE SCALES
5V
FEET
20H
FEET
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
6'003
001
S
F
S
F
F
F
6"
0"
4"
0"
4"
0"
6"
6"
CSAH 102 (DOUGLAS DR)
90% PLAN
Pt. No.Alignment Northing
001 36-SW 1+05.89 0.00 184092.80 505979.16 872.13
MA 2B 36-SW 1+06.35 -11.50 184087.21 505969.09 872.80
PBS 2B 36-SW 1+17.86 -6.00 184098.16 505967.92 872.86
003 36-SE 8+12.11 0.00 184104.38 506061.90 870.23
MA 1B 36-SE 8+13.02 11.22 184094.12 506066.50 870.48
PBS 1B 36-SE 7+98.13 6.80 184091.95 506055.56 870.35
0+00 0+50 1+00 1+50
870 870
875 875
8+00 8+50
870 870
875 875
7+68.997+73.98B6123+00.400+44.520+03.78B462
1+48.10
0+24.30B424
8+36.58
B624
0+11.26
7 8
8+69.980 1 1+58.673 3+25.00
PBS-2B
MA-2B
MA-1B
PBS-1B
36-SW870.02EL -0+00.00 VPI870.38EL 0+26.35 VPI870.67EL 0+43.76 VPI870.81EL 0+51.88 VPI870.96EL 0+65.92 VPI871.34EL 0+88.04 VPI871.81EL 0+98.46 VPI872.15EL 1+06.18 VPI872.38EL 1+17.84 VPI873.38EL 1+36.76 VPI873.84EL 1+43.40 VPI874.17EL 1+45.86 VPI875.05EL 1+61.09 VPI+1.35%+1.71%+1.70%+1.05%+1.71%+4.53%+4.36%+2.00%
+5.28%+6.95%+13.41%+5.75%
36-SE870.13EL 7+73.62 VPI870.23EL 8+14.36 VPI870.37EL 8+36.07 VPI870.44EL 8+40.86 VPI871.59EL 8+69.68 VPI+1.17%+0.26%+0.64%+1.55%
+3.97%
4.10
5V
FEET
20H
FEET
3601
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
54
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
CSAH 102 (DOUGLAS DR)36TH AVE NSIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
6'S
002
004
S
F
SS
S
4%
1.5%
1.5%.5%6"
4"
0"
0"
6"
6"
90% PLAN
Pt. No.Alignment Northing
002 36-NW 0+70.25 0.00 184172.35 505984.36 873.58
MA 3B 36-NW 0+52.81 -8.00 184168.07 505967.75 874.04
PBS 3B 36-NW 0+69.81 -7.70 184176.45 505977.76 874.02
004 36-NE 0+57.56 0.00 184172.15 506053.01 871.80
MA 4B 36-NE 0+58.53 8.00 184176.77 506059.61 872.31
PBS 4B 36-NE 0+44.88 8.30 184167.53 506066.50 872.03
0+00 0+50 1+00
870 870
875 875
880 880
0+00 0+50 1+00
870 870
875 875
B424
0+15.67 0+89.111+08.251+24.64B624
0+11.26
0+09.941+27.3901 2
011+33.25
0 1 1+45.00
MA-3B
PBS-3B
MA-4B
PBS-4B
36-NW876.05EL 0+00.00 VPI875.45EL 0+08.26 VPI874.31EL 0+28.47 VPI873.52EL 0+50.13 VPI873.61EL 0+79.87 VPI-7.33%-5
.64
%
-3
.62%
+0.30%
+3.11%
36-NE870.86EL 0+00.00 VPI870.57EL 0+12.78 VPI870.60EL 0+22.51 VPI871.54EL 0+44.44 VPI871.80EL 0+57.48 VPI872.28EL 0+66.13 VPI872.68EL 0+75.22 VPI873.27EL 0+89.21 VPI873.69EL 1+04.50 VPI874.92EL 1+33.28 VPI-2.24%+0.30%
+4.26%
+2.00%+5.64%+4.34%+4.21%+2.73%
+4.28%
4.10
5V
FEET
20H
FEET37TH AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
55
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
001
F 6"
0"
6"
90% PLAN
Pt. No.Alignment Northing
001 36-NW 6+28.93 0.00 184728.49 505983.40 891.95
6+00 6+50 7+00
890 890
895 895
B624
6+56.17
0
6 6+87.14891.13EL 5+98.42 VPI891.83EL 6+20.66 VPI892.07EL 6+36.54 VPI892.38EL 6+55.02 VPI892.43EL 6+83.41 VPI+2.93%
+3.13%+1.49%+1.67%+0.18%
37-SW
4.10
5V
FEET
20H
FEET
3715
3801
38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
56
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
10'002
004
001
F S F
S
F
S
F
S
S
0"0"6"4"4"
6"
0"
0"
0"
4"
003
6"
006
005
6"6"0"
0"
6"
6"
4"
F SS
0"
6"
90% PLAN
Pt. No.Alignment Northing
001 38-SW 0+32.56 0.00 184991.21 505991.21 900.29
002 38-SW 0+71.07 0.00 185029.55 505989.62 901.23
003 38-NW 0+26.36 0.00 185081.90 505980.66 901.93
004 38-SE 0+46.23 0.00 184998.52 506048.51 900.96
005 38-NE 0+41.4 0.00 185053.13 506039.78 901.78
006 38-NE 0+71.92 0.00 185083.48 506038.64 902.44
0+00 0+50
900 900
905 905
0+50 1+00
900 900
905 905
0+00 0+50
900 900
905 905B6240+25.580+62.62B6120+40.920+57.750+24.57B
6
2
4
0
+
9
4
.
6
7
B62
4
0
+
23.99 0+87.85B624
0+08.88
0+47.750 0+95.00
00+90.000 0+70.00011+15.000
0+75.0038-NE901.90EL 0+00.00 VPI901.57EL 0+08.78 VPI901.64EL 0+31.67 VPI901.87EL 0+47.43 VPI902.30EL 0+64.28 VPI902.69EL 0+86.21 VPI-3
.79%+0.30%+1.47%+2.57%+1.76%
38-SW899.89EL 0+16.96 VPI900.17EL 0+26.92 VPI900.42EL 0+39.35 VPI900.85EL 1+12.49 VPI901.28EL 0+81.05 VHP50.00'L=901.58EL 0+74.26 VPI900.75EL 0+49.26 VPC901.10EL 0+99.26 VPT+2.89%+2.00%+3.31%
-1.90%
38-SE899.32EL 0+00.00 VPI900.11EL 0+25.30 VPI900.77EL 0+37.55 VPI900.93EL 0+45.78 VPI901.60EL 0+57.76 VPI901.97EL 0+72.99 VPI+3.12%
+5.36%+2.00%+5.56%+2.40%
4.10
5V
FEET
20H
FEET
SIGNAL HH REMOVED
REPLACED AFTER
4" CONCRETE WALK
HH REMOVED
AFTER SIGNAL
WALK REPLACED
4" CONCRETE CSAH 9 (42ND AVE N)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
57
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
6'001
003
F
F
F
F
S
S
6"
6"
0"
6"
6"
0"
0"
0"
90% PLAN
Pt. No.Alignment Northing
001 42-SW 0+46.17 0.00 188051.90 505969.65 889.91
MA-2A 42-SW 0+50.99 -10.83 188050.50 505958.10
PBS-2A 42-SW 60.10 -4.61 188060.37 505958.49
003 42-SE 4+15.23 0.00 188065.42 506054.05 889.26
MA-1A 42-SE 4+15.23 10.52 188055.75 506058.20 889.66
PBS-1A 42-SE 3+98.86 10.67 188049.22 506048.74 889.90
0+00 0+50
890 890
895 895
4+00 4+50
890 8901+00.26B624
4+42.35B6240+07.740+90.50
B624
0+05.05
4
4+51.750 1+00.001 1+25.00
MA-2A
PBS-2A
MA-1A
PBS-1A 890.39EL 0+09.99 VPI890.00EL 0+30.79 VPI889.70EL 0+82.03 VPI889.97EL 0+90.22 VPI889.93EL 0+91.34 VPI-1.90%
-0.59%+2.48%-3
.86%
42-SE 888.92EL 4+52.37 VPI80.00'L=889.18EL 4+22.58 VPT-0.89%889.54EL 3+82.58 VPI4.10
5V
FEET
20H
FEET
CSAH 102 (DOUGLAS DR)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
58
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
6'002
004
F
F
F
F
S
S
0"
6"
6"
0"
0"
6"
6"
0"
90% PLAN
Pt. No.Alignment Northing
002 42-NW 0+91.10 0.00 188146.27 505962.36 889.59
MA-3A 42-NW 0+87.98 -11.29 188155.34 505955.08 889.91
PBS-3A 42-NW 1+04.82 -6.83 188158.92 505967.98 889.64
004 42-NE 0+37.15 0.00 188143.43 506054.86 889.11
MA-4A 42-NE 0+53.36 11.33 188161.22 506055.62 889.54
PBS-4A 42-NE 0+36.68 6.81 188148.45 506059.49 889.40
0+00 0+50 1+00
890 890
0+00 0+50 1+00
890 890
B624
0+05.05 0+89.93B6120+16.7101+00.00
1
2 3
0 1 1+30.00
MA-3A
PBS-3A
MA-4A
PBS-4A
42-NWVPI 0+00.00EL 890.23VPI 0+27.17EL 890.17VLP 1+14.36EL 889.46L=50.00VPC 0+97.94EL 889.54-0.19%
-0.90%
VPI 1+23.02
EL 889.31
42-NEVPI -0+00.00EL 888.89VPI 0+05.05EL 888.93VPI 0+58.76EL 889.24VPI 0+83.87EL 889.49VPI 1+00.00EL 889.76+0.77%+0.58%+1.02%+1.68%
4.10
5V
FEET
20H
FEET
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NV-CURB
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_210 ada.dgnPLOTTED/REVISED:PLOT NAME:1022211300_210 ada.dgn3/11/2026SHEETINTERSECTION DETAILS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
59
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
SIGNAL LEGEND
PROPOSED PUSH BUTTON STATION
PROPOSED SIGNAL MAST ARM POLE
INTERSECTION LEGEND
X"
ABC REFERENCE POINTS AT FLOW LINE
27
PRIOR TO ORDERING AND INSTALLING DOMES.
ARC LENGTHSNEEDED AT RADIAL DOME CORNERS
CONTRACTOR SHALL VERIFY RADIUS AND
SEE SHEET FOR CONCRETE WALK TYP. SECTION.
ALL SAWCUTS SHALL BE INCIDENTAL.
SAWCUT AT REMOVAL LIMIT OR NEAREST JOINT.
ACCESSIBILITY GUIDELINES (PROWAG).
(ADA) AND PUBLIC RIGHTS-OF-WAY
AS PER AMERICANS WITH DISABILITIES ACT
THIS PROJECT SHALL BE CONSTRUCTED
GENERAL NOTES:
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
CONSTRUCT CONCRETE CURB & GUTTER
CURB HEIGHT
AND MAX. 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
CROSS SLOPE SHALL NOT EXCEED 2.0%
EXCEED 8.3% IN THE DIRECTION SHOWN AND
INDICATES PEDESTRAN RAMP - SLOPE SHALL NOT
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRAN RAMP - SLOPE SHALL
DRAINAGE FLOW DIRECTION
F
S
PROPOSED R.R.F.B.
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
9'001
002
005
004
003
FF
S
F
F
S
F
S
F
F
S
F
F
F
PAN
GUTTER
2%
6"
6"
0"
0"
0"
4"0"6"0"
0"
4"
6"
4"
0"
6"
S
0"
0"
0"
3"3"0"
0"
3"
3"
90% PLAN
Pt. No.Alignment Northing
001 FAIRVIEW-SW 0+43.95 0.00 192070.67 505950.31 875.31
002 FAIRVIEW-NW 0+31.24 0.00 192113.04 505950.21 875.47
003 FAIRVIEW-SE 0+38.4 0.00 192054.17 506016.49 875.43
004 FAIRVIEW-NE 0+36.73 0.00 192101.03 506012.25 875.65
005 FAIRVIEW-NE 0+62.03 0.00 192125.46 506007.84 875.55
0+50
875 875
880 880
0+00 0+50
875 875
880 880
0+00 0+50
875 875
880 880
0+50
875
880B6240+17.740+56.32
B62
40+27.99 0+71.000+15.000+44.990+74.27B624
0+10.98
B6240+09.830+59.34
0
0+80.000 0+70.0000+71.000 0+80.00
0 0+65.00
RRFB-1
RRFB-2
FAIRVIEW-SWVPI 0+11.48EL 875.08VPI 0+56.48EL 875.39VPI 0+69.94EL 875.35+0.71%-0.30%
FAIRVIEW-NWVPI 0+01.66EL 875.24VPI 0+10.00EL 875.28VPI 0+34.52EL 875.50VPI 0+53.98EL 875.40VPI 0+59.66EL 875.54VPI 0+79.90EL 875.60+0.50%+0.88%-0.50%+2.48%+0.30%
FAIRVIEW-NEVPI -0+00.01EL 876.33VPI 0+08.86EL 876.25VPI 0+21.98EL 875.89VPI 0+35.23EL 875.65VPI 0+62.28EL 875.55VPI 0+71.00EL 875.28-0.82%-2.77%
-1.80%-0.37%-3.12%
FAIRWIEW-SEVPI 0+08.78EL 874.91VPI 0+39.42EL 875.45VPI 0+47.66EL 875.93VPI 0+57.97EL 876.34+1.75%+5.83%+4.04%
4.10
MM3157
6215
AUTO SALES
EL CHINO
3201
32ND AVE NCSAH 102 (DOUGLAS DR)
ICB
135
ICB
138
ICB
140
ICB
141
ICB
142
ICB
143
ICB
144
IMH
139
ICB
136
IMH
137
10
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
60
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
20'10'
4.10
1
3415
3408 3414 3422
3430
3421
3423
3425
3427
3429
3431
3443
3501
3442
3448
3517
CSAH 102 (DOUGLAS DR)
3405 3407 341334113409
ICB
157
ICB
153
ICB
155
ICB
154
CB-5101
30
MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102C.S.A.H.
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
61
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
50'25'
4.10
1
1
1 1
1
1
1
1
1
2
11
MMMHMH MH
MH MHMH3537
3528
6319
6310
3601
3600
3609 3617
3616 3624
3550
6213
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NICB
164
ICB
168
ICB
165
ICB
169
ICB
170
IMH
166
IMH
167
ICB
161
ICB
160ICB
158
CB-5102 CB-5103 CB-5104
MH-5153
CB-5105
CB-5107
CB-5158
CB-5159
ICB-174
CB-5112
MH-5162
CB-5109
CB-5111
MH-5157
CB-5106
MH-5152
35 40
MATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102C.S.A.H.
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
62
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
MH-5155
CB-5156
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
50'25'
4.10
2
1
1 MMMMH3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704
3801
3808
6309
6310
37TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)
IMH
179
ICB
178 ICB
180
ICB
181
ICB
183
ICB
184
ICB
187
ICB
185
IMH
177
ICB
182
IMH
186
ICB
176
CB-5113
ICB-175
45
MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102C.S.A.H.
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
63
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
50'25'
4.10
1
1
1
1
1
1
1
1
MMMMMMMH4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE N4156
IMH
219
IMH
221
IMH
214
IMH
213
IMH
210
IMH
209
MH-5253
CB-5204
CB-5203CB-5201
CB-5202
70 75
MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102C.S.A.H.
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
64
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
50'25'
4.10
1
1
1 M4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4301
63196316
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)
4333
43RD AVE NICB
229
ICB
228
IMH
227
CB-5205
CB-5208
CB-5206
CB-5207
80
MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102C.S.A.H.
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
65
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
CB-5255
CB-5256
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
50'25'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NICB
261
ICB
262
259
ICB
260
118+25.00
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_300 drp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_300 drp.dgn3/12/2026SHEETDRAINAGE PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
66
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
90% PLAN
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PROPOSED RIGHT OF WAY
WALL EASEMENT
TEMPORARY EASEMENT
RR RIGHT OF WAY
INPLACE STORM SEWER PIPE
PROPOSED STORM SEWER PIPE
EASEMENT(?)
DRAINAGE/UTILITY
SUBSURFACE INFILTRATION BASIN
SUPERELEVATION TRANSITION
INPLACE STRUCTURE NUMBER
PROPOSED STRUCTURE NUMBER
INPLACE DRAINAGE STRUCTURES
PROPOSED DRAINAGE STRUCTURES
DRAINAGE FLOW DIRECTION
XXXX
DRAINAGE LEGEND
1
2
XXX
XXX
CONSTRUCTION NOTES:
CONNECT INTO EXISTING STORM SEWER
INSTALL CASTING ASSEMBLY
0'
SCALE
20'10'
4.10
11
850 850
860 860
870 870
24" RCP
32.8'
0.0%
MH-5152
850 850
860 860
870 870
MH-5157
T.C. 870.22
F.L. 864.74'
MH-5155
T.C. 868.60
F.L. 864.54'
MH-5153
T.C. 867.79
F.L. 863.88'
MH-5152
T.C. 867.88
F.L. 863.96'
44" SPAN RCP
70.0'
0.2%
24" RCP
35.8'
0.1%
58" SPAN RCP
82.1'
0.2%
44" SPAN RCP
177.0'
0.2%
850 850
860 860
870 870
CB-5102
T.C. 868.81
F.L. 864.39'
MH-5152
15" RCP
7.9'
1.3%
850 850
860 860
870 870
15" RCP
10.0'
0.4%
CB-5104
T.C. 868.74
F.L. 864.31'
CB-5103
T.C. 868.71
F.L. 864.27'
15" RCP
7.2'
1.3%
MH-5153
850 850
860 860
870 870
CB-5105
T.C. 869.52
F.L. 865.09'ICB-164
MH-5155
15" RCP
9.6'
5.8%
1
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_305 dpt.dgnPLOTTED/REVISED:PLOT NAME:1022211300_305 dpt.dgn3/12/2026SHEETDRAINAGE PROFILES AND TABULATIONS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
67
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
ALL 48" OR LARGER DRAINAGE STRUCTURES SHALL USE OFFSET MANHOLE TOP SLAB.
SEE APPLICABLE MNDOT STANDARD PLATES FOR DETAILS OF CASTING ASSEMBLIES.
SEE APPLICABLE MNDOT STANDARD PLATES FOR DETAILS OF DRAINAGE STRUCTURE DESIGN.
ALL CIRCULAR CONCRETE PIPE SHALL BE SEWER DESIGN 3006 GASKET JOINT PIPE.
BUILD HEIGHTS ARE CALCULATED PER MNDOT 2506.
IN TOP OF CASTING ELEVATIONS.
CASTING SUMP = 0.10 FT FOR DRAINAGE STRUCTURE CASTINGS. SUMP HAS BEEN INCLUDED
PIPE LENGTHS ARE TO CENTER OF STRUCTURE.
INSIDE EDGE OF THE FLOWS FROM STRUCTURE.
THE OUTLET ELEVATION ON THE TABULATION IS THE INVERT ELEVATION OF THE PIPE AT THE
INVERT ELEVATIONS ON THE PROFILES (F.L.) ARE AT CENTER OF STRUCTURE.
INSIDE EDGE OF THE FLOWS TO STRUCTURE.
THE INLET ELEVATION ON THE TABULATION IS THE INVERT ELEVATION OF THE PIPE AT THE
STA. AND OFFSET IS AT CENTER OF CASTING UNLESS OTHERWISE NOTED.
GENERAL NOTES:
ELEVATION.
VERIFY EXISTING INVERT
STORM SEWER. FIELD
CONNECT TO EXISTING
PROFILE REMARKS:
90% PLAN
850 850
860 860
870 870
15" RCP
18.2'
1.6%15" RCP
7.9'
1.9%
CB-5106
T.C. 870.08
F.L. 865.19'
CB-5156
T.C. 870.03
F.L. 864.89'
MH-5157
850 850
860 860
870 870
CB-5107
T.C. 870.15
F.L. 865.19'
MH-5157
15" RCP
34.5'
1.3%
4.10
1
1
860 860
870 870
880 880
CB-5108
T.C. 873.93
F.L. 869.50'CB-5159
T.C. 873.63
F.L. 869.19'
CB-5109
T.C. 873.88
F.L. 868.34'
15" RCP
12.0'
2.6%
18" RCP
42.3'
2.0%
860 860
870 870
880 880
CB-5111
T.C. 873.80
F.L. 868.46'
15" RCP
28.4'
3.8%
1
860 860
870 870
880 880
CB-5112
T.C. 878.70
F.L. 874.28'
MH-5162
T.C. 879.35
F.L. 872.73'
15" RCP
8.5'
1.0%
1
880 880
890 890
900 900
CB-5201
T.C. 892.96
F.L. 888.46'CB-5203
T.C. 889.78
F.L. 886.29'
15" RCP
107.0'
2.0%
1
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_305 dpt.dgnPLOTTED/REVISED:PLOT NAME:1022211300_305 dpt.dgn3/12/2026SHEETDRAINAGE PROFILES AND TABULATIONS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
138
68
S.P. XXX-XXX-XXX, S.P. 027-702-003
A. MCGOVERN
B. SPECHT
B. SPECHT
ALL 48" OR LARGER DRAINAGE STRUCTURES SHALL USE OFFSET MANHOLE TOP SLAB.
SEE APPLICABLE MNDOT STANDARD PLATES FOR DETAILS OF CASTING ASSEMBLIES.
SEE APPLICABLE MNDOT STANDARD PLATES FOR DETAILS OF DRAINAGE STRUCTURE DESIGN.
ALL CIRCULAR CONCRETE PIPE SHALL BE SEWER DESIGN 3006 GASKET JOINT PIPE.
BUILD HEIGHTS ARE CALCULATED PER MNDOT 2506.
IN TOP OF CASTING ELEVATIONS.
CASTING SUMP = 0.10 FT FOR DRAINAGE STRUCTURE CASTINGS. SUMP HAS BEEN INCLUDED
PIPE LENGTHS ARE TO CENTER OF STRUCTURE.
INSIDE EDGE OF THE FLOWS FROM STRUCTURE.
THE OUTLET ELEVATION ON THE TABULATION IS THE INVERT ELEVATION OF THE PIPE AT THE
INVERT ELEVATIONS ON THE PROFILES (F.L.) ARE AT CENTER OF STRUCTURE.
INSIDE EDGE OF THE FLOWS TO STRUCTURE.
THE INLET ELEVATION ON THE TABULATION IS THE INVERT ELEVATION OF THE PIPE AT THE
STA. AND OFFSET IS AT CENTER OF CASTING UNLESS OTHERWISE NOTED.
GENERAL NOTES:
1
ELEVATION.
VERIFY EXISTING INVERT
STORM SEWER. FIELD
CONNECT TO EXISTING
PROFILE REMARKS:
90% PLAN
880 880
890 890
900 900
CB-5208
T.C. 892.70
F.L. 888.26'CB-5206
T.C. 889.39
F.L. 886.04'
CB-5207
T.C. 889.26
F.L. 885.39'
15" RCP
59.9'
1.1%
15" RCP
155.5'
1.4%
4.10
PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_320 swp.dgnPLOTTED/REVISED:PLOT NAME:1022211300_320 swp.dgn3/11/2026SHEETWATER RESOURCES NOTES
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
69
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
B. SPECHT
T. PETERSEN
B. SPECHT
90% PLAN
4.10
3157
6215 3200
AUTO SALES
EL CHINO
3201
32ND AVE NCSAH 102 (DOUGLAS DR)MMPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
70
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
10
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
20'10'
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3443
3442
3448
3517
CSAH 102 (DOUGLAS DR)
3405 3407 341334113409
3508 MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
71
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
30
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
50'25'
4.10
3537
3528
3601
3600
3609 3617
3616 3624
3550
6213
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NMMMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
72
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
35 40
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
50'25'
4.10
3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704 6219
6201
6218
3801
3808
6310
620037TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)MMMMATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
73
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
45
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
50'25'
4.10
4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142 CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE N4156 MMMMMMMATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
74
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
70 75
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
50'25'
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)
4410
4333
43RD AVE NMMATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
75
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
80
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
50'25'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_325 erc.dgnPLOTTED/REVISED:PLOT NAME:1022211300_325 erc.dgn3/11/2026SHEETEROSION CONTROL PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
76
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
EROSION CONTROL LEGEND
TYPE COMPOST
SEDIMENT CONTROL LOG
SILT FENCE: MACHINE SLICED
RAPID STABILIZATION METHOD 2
STORM DRAIN INLET PROTECTION
DRAINAGE FLOW DIRECTION
118+25.00
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT - PLACE INLET PROTECTION ON EXISTING CATCH BASINS UNTIL REMOVAL.
- SILT FENCE SHALL BE AS CLOSE AS POSSIBLE TO A SINGLE CONTOUR.
- SEE STANDARD PLANS FOR EROSION CONTROL BLANKET STAPLING PATTERN DETAILS.
WITH THE TURF ESTABLISHMENT AND EROSION CONTROL PLAN.
- FURNISH AND INSTALL EROSION CONTROL MEASURES AS STAGING DICTATES IN ACCORDANCE
GENERAL NOTES:
0'
SCALE
20'10'
4.10
3157
6215 3200
AUTO SALES
EL CHINO
3201
32ND AVE NCSAH 102 (DOUGLAS DR)PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
77
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
10
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
20'10'
4.10
3415
3408 3414 3422
3430
3421
3423
3425
3427
3443
3442
3448
3517
CSAH 102 (DOUGLAS DR)
3405 3407 341334113409
3508 MATCHLINE 33+00.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
78
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
30
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
50'25'
4.10
3537
3528
3601
3600
3609 3617
3616 3624
3550
6213
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
79
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
35 40
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
50'25'
4.10
3625 3633 3641
3632 3640 3648 3656
3703
3715
6309
3704 6219
6201
6218
3801
3808
6310
620037TH AVE N38TH AVE N38TH AVE NCSAH 102 (DOUGLAS DR)MATCHLINE 40+50.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
80
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
45
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
50'25'
4.10
4141
CITY OF CRYSTAL
CITY HALL
POLICE DEPARTMENT
4150 4156
4162 4168 4174
6225
ACCESS
VETERINARY
CARE
4101
WEST METRO
FIRE - RESCUE
STATION 2
4087
4134
4142 CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)41ST AVE N4156 MATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
81
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
70 75
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
50'25'
4.10
4210
ALMSTED'S
FRESH MARKET
6304
B&R
TRANSMISSION
AND
SERVICE CENTER
4213
4300
4231
4237
4243
4308
4320
4328
4301
4336
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)
4410
4333
43RD AVE NMATCHLINE 77+25.00PATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
82
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
80
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
50'25'
4.10
4901
GROGAN PARK
COMMUNITY CENTER
CITY OF CRYSTAL
4800
CEMETERY
WASHBURN-MCREAVY
5100
4909
FAIRVIEW AVE NPATH & FILENAME:pw://hennepin-pw.bentley.com:hennepin-pw-01/Documents/Projects/102_2211300/Design/CADD/Plans/1022211300_330 trf.dgnPLOTTED/REVISED:PLOT NAME:1022211300_330 trf.dgn3/11/2026SHEETTURF ESTABLISHMENT PLAN
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
83
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
TURF ESTABLISHMENT LEGEND
118+25.00
(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(200 LBS PER ACRE)
RESIDENTIAL TURF GRASS MIX
CONSTRUCTION LIMITS
INPLACE RIGHT OF WAY
PERMANENT HIGHWAY EASEMENT
TEMPORARY EASEMENT(3000 LBS PER ACRE)
HYDRAULIC STABILIZED FIBER MATRIX
(350 LBS PER ACRE)
FERTILIZER TYPE 1,20-10-20
(160 LBS PER ACRE)
SOUTHERN BLVD MIX
GENERAL NOTES:
TWO OR MORE WEEKS AFTER MOWING BUT BEFORE FLOWERING.
- SPOT-SPRAY PERENNIAL NOXIOUS WEEDS IN AREAS OF PERMANENT SEEDING
STAGING AREAS BEFORE FLOWERING.
- SPRAY PERENNIAL NOXIOUS WEEDS GROWING IN STOCKPILES AND
- SUBSOIL PER MNDOT 2574 TO A MINIMUM DEPTH OF 6" PRIOR TO INSTALLING TOPSOIL.
0'
SCALE
20'10'
4.10
S-1
TRIANGLE-PAINT
CIRCLE-MULTI COMP
C=CONTRAST
W=WET REFLECTIVE
E=ENHANCED SKID RESISTANCE
G=GROUND IN
EXAMPLE:
4SW
GCW
GROUND IN, CONTRAST, WET REFLECTIVE
4" SOLID LINE WHITE PREF THERMO
=
OCTAGON-PREF THERMO
B - BLACK
Y - YELLOW
W - WHITE
COLOR
3RD DIGIT
BOX-PREF TAPE
___
___
S - SOLID
B - BROKEN
PATTERN
2ND DIGIT
D - DOUBLE SOLID
T - DOTTED
WIDTH
1ST DIGIT
4", 8", ETC.
___
___
STRIPING KEY
___
___
SYMBOLS & MATERIALS LEGEND
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
84
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
SIGN
ENHANCED SKID RESISTANCE
PREFORM THERMOPLASTIC GROUND IN
LEFT ARROW WHITE-PAVEMENT MESSAGE
GROUND IN ENHANCED SKID RESISTANCE
CROSSWALK WHITE PREFORM THERMOPLASTIC
BROKEN LINE-40' CYCLE (10' LINE, 30' GAP)
UNLESS SHOWN OTHER WISE IN THE PLAN
DOTTED LINE-8' CYCLE (2' LINE, 6' GAP),SIGN BACK TO BACK
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
85
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
GENERAL NOTES
SIGNING STRIPING AND PAVEMENT MARKINGS
BACKGROUND WITH YELLOW BORDER.
COUNTY ROUTE MARKERS (M1-6M) SHALL HAVE "HENNEPIN" AND "COUNTY" YELLOW COLORED TEXT AND YELLOW ROUTE NUMBERS ON BLUE
IN THE PLANS AND AS DIRECTED BY THE ENGINEER. ALL REMOVED SIGNS SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
ALL INPLACE SIGNS WITHIN THE CONSTRUCTION LIMITS SHALL BE PROTECTED INPLACE, REMOVED OR SALVAGED AND REINSTALLED AS SHOWN
YELLOW-GREEN BACKGROUND COLOR.
ALL SIGNS SHOWN IN THE MN MUTCD WITH OPTIONAL FLUORESCENT YELLOW-GREEN BACKGROUND COLOR SHALL USE THE FLUORESCENT
MOUNTED BACK TO BACK WITH THE KEEP RIGHT AND AN OBJECT MARKER (OM1-1) MOUNTED BELOW THE KEEP RIGHT SIGN.
ALL KEEP RIGHT SIGNS (R4-7) SHALL HAVE REAR DELINEATION AS SHOWN IN THE REAR DELINEATION DETAIL UNLESS ANOTHER SIGN IS
OBJECT MARKER (OM1-1) IF MOUNTED BELOW A KEEP RIGHT (R4-7) 4.0 FEET
OBJECT MARKERS AND SNOW PLOW MARKERS (X3-5) 5.0 FEET
MOUNTING HEIGHT TO THE BOTTOM EDGE OF THE LOWEST SIGN SHALL BE 7.0 FEET EXCEPT AS FOLLOWS:
ALL SIGNS SHALL HAVE HOLES PUNCHED ONLY FOR THE NUMBER OF POSTS REQUIRED.
ALL SIGNING SHALL BE FHA TYPE XI.
ALL THERMOPLASTIC AND TAPE MATERIAL SHALL HAVE BEADS EMBEDDED IN THE FACTORY.
AND BE PLACED IN FRONT OF MEDIAN NOSES.
CROSSWALK MARKINGS SHALL CONNECT PEDESTRIAN CURB RAMPS WITH A STRAIGHT LINE,WHERE POSSIBLE AT 90 DEGREES TO THE ROADWAY
NO STRIPING OR MARKINGS SHALL BE PLACED WITHIN ANY MARKED CROSSWALK.
BY THE ENGINEER.
SPECIFICATIONS AFTER THE GROUND IN PROCESS (GROOVED) AND BEFORE ANY THERMOPLASTIC OR TAPE MATERIAL IS APPLIED, AS DIRECTED
THERMOPLASTIC OR TAPE MATERIAL SHALL HAVE A SEALER APPLIED THAT IS IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
APPLICATIONS.
SESSION THAT ADDRESSES SURFACE PREPARATIONS AND ALL APPLICATION REQUIREMENTS AND TECHNIQUES NECESSARY FOR SUCCESSFUL
THE INSTALLERS OF ALL THERMOPLASTIC OR TAPE MATERIALS MUST CARRY A CARD CERTIFYING THAT THEY HAVE ATTENDED A TRAINING
PERMANENT PAVEMENT MARKINGS, STRIPING AND MESSAGES SHALL NOT BE PLACED ONTO A CONCRETE GUTTER.
20 FOOT PERPENDICULAR GAP.
CROSSHATCHING (HASH MARKS) SHALL BE 24 INCHES WIDE THERMOPLASTIC GROUND IN (GROOVED) ESR LINE. INSTALLED AT 45 DEGREE WITH
LENGTH AND 6 FOOT GAP.
A TURN LANE EXTENSION DOTTED LINE SHALL BE A 6 INCH WIDE MULTI COMPONENT GROUND IN (GROOVED) LINE AND SHALL HAVE A 2 FOOT
GROUND IN (GROOVED). BOTH SHALL HAVE A 10 FOOT LENGTH AND 30 FOOT GAP.
A BROKEN WHITE LINE SHALL BE 6 INCH WIDE AND A BROKEN YELLOW LINE SHALL BE 4 INCH WIDE. BOTH SHALL BE MULTI COMPONENT
BE 4 INCH WIDE MULTI COMPONENT GROUND IN (GROOVED) EXCEPT YELLOW EDGE LINES WHICH SHALL BE 6 INCH, UNLESS NOTED.
ALL WHITE LONGITUDINAL LINES SHALL BE 6 INCH WIDE MULTI COMPONENT GROUND IN (GROOVED). ALL YELLOW LONGITUDINAL LINES SHALL
ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER.
MAY BE REQUIRED TO ACHIEVE A GROOVE AT THE RECOMMENDED DEPTH WHEN WORKING NEAR OBSTACLES SUCH AS CURBS OR MEDIANS.
INTERSECTION MARKINGS, LEGENDS, AND SYMBOLS MAY REQUIRE USE OF WIDER CUTTING HEADS TO REDUCE THE NUMBER OF RIDGES FORMED BY MULTIPLE PASSES WITH THE CUTTING HEAD. THE HEIGHT OF THE RIDGES SHOULD BE LESS THAN 20% OF THE GROOVE DEPTH. SMALLER EQUIPMENT
PERFORM THE SPOTTING, THE CONTRACTOR MUST PROVIDE TEMPORARY TRAFFIC CONTROL.
NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. THE CONTRACTOR IS ALSO RESPONSIBLE TO PROVIDE TRAFFIC CONTROL FOR SPOTTING. IF THE ENGINEER ELECTS TO
THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND THE FOLLOWING DETAILS.
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
86
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
87
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
88
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
RADIUS
12"x 30"15"x 36"18"x 48"
(NO SCALE)
A
B
1.50"1.88"2.25"
6.00"6.00"5.00"
2.50"3.00"3.00"
DIMENSIONS
SIZE
MOUNT ON 24"x 30"30"x 36"36"x 48"
REAR DELINEATION FOR R4-7
COLOR: YELLOW & BLACK FHA TYPE XI SIGN SHEETING ONLY.
B
45°
B
A
A
REAR DELINEATION FOR R4-7
4.10
50'MAJOR CROSS STREETMINOR CROSS STREETA
8'-16'
50'
MINIMUM
50'
MINIMUM
100'
A
TWO-WAY LEFT-TURN LANE
MODIFIED: HC 02/11/2026
AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'
REM = 48 SQ '
PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'
REM = 48 SQ '
PERIMETER = 30 'PUBLISHED BY OTE: 26 SEPT 2024
4"
LINE YELLOW
BROKEN
4"
LINE YELLOW
SOLID
SOLID4"
LINE YELLOW
DOUBLE
6"
LINE WHITE
SOLID
LANE WIDTH
4"4"
TWO WAY LEFT TURN LANE
SECTION A-A
4"
LINE YELLOW
SOLID4"
LINE YELLOW
SOLID
4"
LINE YELLOW
BROKEN
NOT TO SCALE
6" DOTTED LINE WHITE
AND DOTTED LINE EXTENSION
TURN LANE WITH ARROW MESSAGE
WHITE
LINE
DOTTED
6"
2" +/- 1"
2" +/- 1"
THRU LANE
2" +/- 1"
2" +/- 1"
TURN LANE THRU LANE TURN LANE
LEFT TURN LANE RIGHT TURN LANE
MODIFIED: HC 02/11/2026
2" +/- 1"2" +/- 1"
PUBLISHED BY OTE: 16 NOV 2021
50'
20'
30' - 80'
12'
50'
RADIUS
BEGINNING OF
MARKINGS AT
END PAVEMENT
NOTE:
/ CROSSWALK
OR AT STOP BAR
50'
OR LESS
200'"L"
"L"
1/2
50'
30' - 80'
OVER 200'
20'
LINE WHITE
6" DOTTED
OR
" DOTTED6
LINE WHITE
SOLID
6"
LINE WHITE
DOTTED
NOT TO SCALE
OR
DOTTED
LINE WHITE
SOLID
6"
LINE WHITE
6" SOLID
LINE WHITE
6" SOLID
LINE WHITE
6" SOLID
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
89
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
4.10
LEFT TURN ISLANDS
TYPICAL MARKINGS FOR20'
LINE YELLOW
24" SOLID
END PAVEMENT MARKINGS AT BEGINNING OF RADIUS
OR AT STOP BAR / CROSSWALK
LEFT TURN LANE ISLAND
MODIFIED: HC 02/11/2026
NOTE:
YELLOW
SOLID
500'
MINIMUM
PUBLISHED BY OTE: 16 NOV 2021
SOLID
4"
YELLOW
LINE
DOUBLE
45
0
NOT TO SCALE
(L)
WIDTH OF
INSIDE LANE
10'
11'
12'
(W)
WIDTH OF
PAINTED AREA
2.0'
2.0'
2.0'
(S)
WIDTH OF
SPACE
2.5'
3.0'
3.0'
3.0'
3.5'
3.5'
ALTERNATE
H
(SEE NOTE 7)
2.
1.5' MINIMUM
W
S
(S)
WIDTH OF
SPACE
(SEE NOTE 2)
L
L
H
1.5' MINIMUM
7)
(SEE NOTE
(SEE NOTE 2)
MODIFIED: HC 02/27/2026PUBLISHED BY OTE: 16 NOV 2021
PEDESTRIAN CROSSWALK MARKINGS
NOTES:
THE ALTERNATE (S) MAY BE USED WHEN BLOCKS LONGER THAN 6' (H) ARE USED.8.
AS LONG AS THE APPROACHING SIDEWALK OR SHARED USE PATH.
TRUNCATED DOMES, FOR FANNED TRUNCATED DOMES THE BLOCKS SHALL BE AT LEAST
THE BLOCKS SHALL BE A MINIMUM OF 6' LONG AND AT LEAST AS LONG AS THE7.
PATH OF THE VEHICLES.
THE BLOCKS SHALL BE PLACED SO THAT THEY ARE NOT LOCATED IN THE WHEEL6.
AS SHOWN.
AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES5.
ACROSS THE TRAVELED PORTION OF THE ROADWAY.
IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION
FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE4.
ON TWO LANE TWO WAY STREETS, USE SPACING SHOWN FOR AN 11 FT. INSIDE LANE.3.
IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED.
A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB FACE.
PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES.1.
W
S
NOT TO SCALE
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
90
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
4.10
FOR 2 INCH SQUARE TUBE RISER POST ON CONCRETE
SHEAR BOLT BASE
DETAIL
SIGNING 1 OF 1
SHEAR BOLT BASE WITH POST COUPLER
SQUARE TUBE FIN BASE DETAIL
FIN BASE ASSEMBLY FROM
CONCRETE SURFACE
FLUSH WITH CONCRETE
MOUNT TOP OF SQUARE TUBE
TO MATCH EXISTING THICKNESS
FILL WITH CONCRETE (MIX NO 3F52)
OR PREFORMED OPENING
15" DIAMETER CONCRETE CORE
SHEAR BOLT BASE CORED THROUGH CONCRETE
(MIN 4" THICKNESS)
CONCRETE SURFACE
SCREW ANCHOR BOLT
TO CONCRETE SURFACE
SHEAR BOLT BASE MOUNTED
7 FEET
MINIMUM
NOTES:
1.
2.
3.
4.
5.
6.
SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402.7.
FOR SIGN PANEL MOUNTING DETAILS SEE SQUARE TUBE SIGN MOUNTING DETAILS.
USE ANTI SEIZE ON THE SHEAR BOLT CONNECTIONS.
TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL AND THE GROUND SURFACE
INSTALLATION OF SHEAR BOLT BASE MUST BE NO EARLIER THAN 3 DAYS AFTER CONCRETE IS PLACED.
FOR SHEAR BOLT BASE USE APPROVED PRODUCT FROM MnDOT APPROVED PRODUCTS LIST, PRODUCT MUST BE MODIFIED AS SHOWN.
THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BREAKAWAY.
SIGN PANEL
OF 2270 PSI.
ALLOWABLE TENSION LOAD
THAT MUST MEET A MINIMUM
5" LONG CARBON STEEL
INSERTED INTO SHEAR BOLT BASE WITH A
GALVANIZED STEEL SQUARE TUBE RISER
2" x 2" 12 GAUGE PREPUNCHED
INSERTED INTO SHEAR BOLT BASE WITH A
GALVANIZED STEEL SQUARE TUBE RISER
2" x 2" 12 GAUGE PREPUNCHED
SHEAR BOLT BASE
INSERT LOCK NUT
WITH ZINC COATED STEEL NYLON
�" STAINLESS STEEL BOLT
SCREW ANCHOR BOLT.
DRILL ½" HOLE FOR
NYLON INSERT LOCK NUT
WITH ZINC COATED STEEL
�" STAINLESS STEEL BOLT
BELOW ANY PORTION OF THE PRIMARY SIGN PANEL MUST BE A MINIMUM OF 7 FEET. SEE TABULATIONS FOR MOUNTING HEIGHT.
TUBE INTERNAL SLEEVE FOR STIFFENING.
PREPUNCHED GALVANIZED STEEL SQUARE
1 ¾" x 1 ¾" x 36" 12 GAUGE
TUBE INTERNAL SLEEVE FOR STIFFENING.
PREPUNCHED GALVANIZED STEEL SQUARE
1 ¾" x 1 ¾" x 36" 12 GAUGE PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
91
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
4.10
BACK TO BACK
BACK TO BACK14 DOUGLAS DR N AVE NND32LIONS VALLEY PLACELIONS VALLEY PLACEDOUGLAS DR N AVE NND32STOPCITY OF CRYSTAL
PALACE
VALLEY
14SPEEDLIMIT35STOP
STOP
BACK TO BACK
BACK TO BACK
CSAH 102 (DOUGLAS DR)32ND AVE N6'13.3'PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
92
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE6.3'13.2'90% PLAN
S-1
S-3
S-2
NOTE 4,5,7-11 NOT USED ON SHEET
6 INSTALL
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
1
1
2
2
2
2
2
2
2
2
2
3 6
10
0'
SCALE
20'10'
4.10
6SW
G
6SW
G
4SY
G
4BY
G
4SY
G
4BY
GADOPT-A-HIGHWAYTHANKS TOMarkgraf-ZachariasLaylaHhennepin.usCSAH 102 (DOUGLAS DR)
BACK TO BACK
BACK TO BACK
4SY
G
4BY
G MATCHLINE 33+00.00PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
93
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE 12.8'11'19'11'6'90% PLAN
S-4
S-5
S-6
NOTE 4,5,7-11 NOT USED ON SHEET
6 INSTALL
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
2
3 6
1
1
30
0'
SCALE
50'25'
4.10
6SW
G
6SW
G
6SW
G
6SW
G
4DY
G
24SW
G
24SY
G
6TW
G
6TW
GPARKINGADDITIONAL FLORALTO CARDELLSTREET NEXTACROSS THESPEEDLIMIT35REQUIRED
PARKING
VEHICLE ID
UP TO $200 FINE
FOR VIOLATION
REQUIRED
PARKING
VEHICLE ID
UP TO $200 FINE
FOR VIOLATION
VAN ACCESSIBLE 14COUNTY102HENNEPINPARKINGADDITIONAL FLORALTO CARDELLSTREET NEXTACROSS THESTOPSERVICE THIS CURRENTLY NO BUSES COUNTY102HENNEPINONLY4SY
G
4BY
G
4BY
G
4SY
G
4BY
G
1
:5
TAPER
1
:5
TAPER
4DY
G
BACK TO BACK
BACK TO BACK
BACK TO BACK
BACK TO BACK
CSAH 102 (DOUGLAS DR)36TH AVE N36TH AVE NWAYONEWAYONE
MUSTLEFT LANETURN LEFTEXPENSEAT OWNERSTOWED AWAYWILL BEVEHICLESUNAUTHORIZEDCUSTOMERPARKINGEXPENSEAT OWNERSTOWED AWAYWILL BEVEHICLESUNAUTHORIZEDCUSTOMERPARKING14.8'11'8'11'11'6'24SW
G
6TW
G
6TW
G
4SY
GMATCHLINE 33+00.00MATCHLINE 40+50.00PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
94
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE 12'11'6'13'12'12.7'11'19'11'6'6'12'6'11'12'8.8'12'90% PLAN
S-8
S-17
S-19
S-7
S-18S-14
S-15
S-9
S-22
S-20
S-21
S-23
S-16
NOTE 4,5,7,8,10,11 NOT USED ON SHEET
9 INSTALL SIGN PANEL
6 INSTALL
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
S-9
S-11
S-12
S-13S-10
REMOVE EXISTING CROSSWALK BLOCKS AND STOP BARS AT INTERSECTION
NOTES:
2
2
1
3 6
3 6
1
3 6 3 6
3 6
3 6
3 6
3 6
3 6
3 6 2
3 6
3 6
1
1
9
3 6
3
35 40
0'
SCALE
50'25'
4.10
4SY
G
4BY
G
6SW
G ONLYONLYONLY35SPEEDLIMITSTOPSERVICE THIS CURRENTLY NO BUSES DOUGLAS DR N AVE NTH38 AVE NTH38DOUGLAS DR NDOUGLAS DR N AVE NTH37 AVE NTH37DOUGLAS DR N STOPSERVICE THIS CURRENTLY NO BUSES STOPSTOPSTOP
STOPSERVICE THIS CURRENTLY NO BUSES CENTERLANEONLYDOUGLAS DR N AVE NTH38 AVE NTH38DOUGLAS DR N STOPSERVICE THIS CURRENTLY NO BUSES ADOPT-A-HIGHWAYIn honor ofKathy LindmannHhennepin.usWife, softbal/hockey mom4SY
G
4BY
G
6SW
G
BACK TO BACK
BACK TO BACK
1:35 TAPER
CSAH 102 (DOUGLAS DR)38TH AVE N38TH AVE N37TH AVE N14.6'11'19'11'6'5.9'13.7'BACK TO BACK
BACK TO BACK
MATCHLINE 40+50.00PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
95
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE 6'13.5'90% PLAN
S-31
S-26
S-27
S-25
S-24
S-29
S-30
S-32
NOTE 7,9 NOT USED ON SHEET
11 INSTALL SIGN SPECIAL
10 SALVAGE SIGN SPECIAL
8 SALVAGE SIGN PANEL
6 INSTALL
5 REMOVE SIGN PANEL
4 REMOVE
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
S-28
REMOVE EXISTING CROSSWALK BLOCKS AND STOP BARS AT INTERSECTION
NOTES:
2 2
2
2
2
2
2
2
2
2
1
1
1
4
8
4
3 6
5
5
10 11
10 11
1
45
0'
SCALE
50'25'
4.10
6SW
G
6SW
G
6TW
G
24SW
G
24SY
G
COUNTY9HENNEPINLIBRARYJCTONLYCOUNTY9HENNEPINSTOPSERVICE THIS CURRENTLY NO BUSES YIELDSTOPSERVICE THIS CURRENTLY NO BUSES SPEEDLIMIT35COUNTY102HENNEPINBACK TO BACK
BACK TO BACK
BACK TO BACK4SY
G
4BY
G41ST AVE NCSAH 102 (DOUGLAS DR)CSAH 9 (42ND AVE N)COUNTY102HENNEPINPRIVATENO THRUSTREETDRIVEBACK TO BACKPRIVATE
NO THRU
STREET
DRIVE MATCHLINE 77+25.00PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
96
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE 6'11'12'8'12'12'90% PLAN
S-33
S-35
S-34
S-36
S-38
S-37 S-39
S-40
S-41
NOTE 4,5,7,8,10,11 NOT USED ON SHEET
9 INSTALL SIGN PANEL
6 INSTALL
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
REMOVE EXISTING CROSSWALK BLOCKS AND STOP BARS AT INTERSECTION
NOTES:
3 6
2
2
3 6
93
1
3 6
3 6
1 3 6
3 6
3 6
70 75
0'
SCALE
50'25'
4.10
1:35 TAPER
1:35 TAPER
6SW
G
6SW
G
6TW
G
4SY
G
4BY
G
4DY
G
24SW
G
24SY
G
COUNTY
102
HENNEPIN
717716
764 COUNTY102HENNEPIN35SPEEDLIMITWAYONEWAYONECOUNTY9HENNEPINONLYONLYONLYLIBRARYONLYCOUNTY9HENNEPINJCT1:5
TAPER
BACK TO BACKBACK TO BACKBACK TO BACK
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)43RD AVE NMATCHLINE 77+25.00PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
97
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE12'11'6'16.2'11'8'13'12'90% PLAN
S-42
S-43
S-44
S-45
S-48
S-47
S-46
S-49
S-50
S-51
NOTE 8-11 NOT USED ON SHEET
7 F & I SIGN PANEL
6 INSTALL
5 REMOVE SIGN PANEL
4 REMOVE
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
REMOVE EXISTING CROSSWALK BLOCKS AND STOP BARS AT INTERSECTION
NOTES:
2
2 2
2
4
3 6
3 6
3 6
3 6
3 6
5 736
1
1
4
80
0'
SCALE
50'25'
4.10
CENTERLANEONLYSTOP716STOP CENTERLANEONLYSTOPFORPEDESTRIANINCROSSWALK716CRYSTAL POOLFairview Ave NCRYSTAL POOLFairview Ave NDouglas Dr NDouglas Dr N
BACK TO BACK
BACK TO BACKFAIRVIEW AVE NCSAH 102 (DOUGLAS DR)NOPARKINGOVERNIGHTPATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_433 pss.dgn3/11/2026SHEETPERMANENT SIGNING AND STRIPING PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
98
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE 5.9'13.3'5.8'14'90% PLAN
S-57
S-54
S-56
S-55
S-53
NOTE 7,9 NOT USED ON SHEET
11 INSTALL SIGN SPECIAL
10 SALVAGE SIGN SPECIAL
8 SALVAGE SIGN PANEL
6 INSTALL
5 REMOVE SIGN PANEL
4 REMOVE
3 SALVAGE
2 INPLACE
1 F & I
NOTES:
REMOVE EXISTING CROSSWALK BLOCKS AND STOP BARS AT INTERSECTION
NOTES:
S-52
2
2
2
2
2
1
1
8
4
2 10 11
6
3 6
5
5
118+25.00
0'
SCALE
20'10'
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
99
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
PLATE NO.PLATE DESCRIPTION
TRAFFIC SIGNAL BRACKETING (POLE MOUNTED)8110E
8123G
8111E
8122F
PEDESTAL & PEDESTAL BASE
(1)
(2) POLE AND MAST ARM, (2 SHEETS)
(FOR TRAFFIC CONTROL SIGNALS SUPPORT), (2 SHEETS)
TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED),
(3 SHEETS)
STANDARD PLATES
HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT.
THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL
METALLIC CONDUIT (NMC) ONLY.
WIRE OUTSIDE OF THE CONDUIT. FOR USE WITH NON
(3) TO BE USED AS A TRACER AND LOCATOR WIRE. PLACE
(2) SIGNAL MOUNTING PLATE (END OF MAST ARM) APPLIES.
(1) SEE SPECIAL PROVISIONS.
TYPE
3/C #14
48SM FIBER OPTIC
1/C #12
2/C #14 (SHLD)
3/C #20 (SHLD)
1/C # 3
USAGE
EVP INDICATOR LIGHT AND LUMINAIRES
PEDESTRIAN PUSH BUTTONS
EVP DETECTOR
INCOMING POWER
SIGNAL INTERCONNECT
LOCATE AND TRACER
NOTES
(3)
TRAFFIC SIGNAL CABLES
7/C #14 VEHICULAR INDICATIONS
EQUIPMENT GROUND 1/C # 6 GRN
144SM FIBER OPTIC
SIGNAL INTERCONNECT
TRAFFIC MANAGEMENT CAMERAS AND
COMMUNICATION CONTROL
AND BATTERY BACK-UP SERVICE CABINET
4/C #14 VEHICULAR AND PEDESTRIAN INDICATIONS
CAT-6
3/C #18
1/C #10 TRAFFIC MANAGEMENT CAMERA GROUND
1/C # 8 INCOMING POWER
CAT-5
BATTERY BACK-UP SYSTEM AND REMOTE
BATTERY MANAGEMENT SYSTEM
360° VIDEO DETECTION CAMERAS
DIRECTIONAL VIDEO DETECTION CAMERAS
COLOR CODING OF CONDUCTORS
ORANGE
BLUE
WHITE
RED WITH BLACK TRACER
ORANGE WITH BLACK TRACER
BLUE WITH BLACK TRACER
WHITE WITH BLACK TRACER
BLACK
BLACK WITH WHITE TRACER
R
O
BL
WH
R/BLK
O/BLK
BL/BLK
WH/BLK
BLK
BLK/WH
GREEN WITH BLACK TRACER
GREEN
YELLOW
G/BLK
G
Y
BLK/R BLACK WITH RED TRACER
WH/R WHITE WITH RED TRACER
RED
Y/BLK YELLOW WITH BLACK TRACER
BROWNBRN
WIRING DIAGRAM LEGEND
ABBREVIATIONS
SOP
HH
CAC
HH
MA
SOP
SA
2-1
CAC
MA
PBS
SV
SC
SA
SC
SIGNAL PLAN LAYOUT LEGEND
V
ITEM DESCRIPTION UNIT TOTAL
SYSTEM
NOTES
TRAFFIC CONTROL SIGNAL SYSTEM A 1
TABULATION OF ESTIMATED QUANTITIES
SYSTEM TRAFFIC CONTROL SIGNAL SYSTEM B 1
EQUIPMENT GROUND CONNECTION
PUSH BUTTON
INDICATOR
PEDESTRIAN INDICATION
LUMINAIRE
SOURCE OF POWER
HANDHOLE
DETECTOR LOOP (_ DENOTES PHASE)
MAST ARM
PB
IND
EVP
LUM
SOP
HH
D_
MA
SA
RED RIGHT TURN ARROW
YELLOW RIGHT TURN ARROW
GREEN RIGHT TURN ARROW
RRTA
YRTA
GRTA
2-1
RED
YEL
GRN
RLTA
YLTA
GLTA
DW
W
NEU
SPARE
EQG EQUIPMENT GROUND
SPARE CONDUCTOR
NEUTRAL
WALK
DON'T WALK
GREEN LEFT TURN ARROW
YELLOW LEFT TURN ARROW
RED LEFT TURN ARROW
GREEN
YELLOW
RED
SIGNAL PHASE AND FACE NUMBER
PHASE
FYLTA FLASHING YELLOW LEFT TURN ARROW
FYRTA FLASHING YELLOW RIGHT TURN ARROW
FYEL FLASHING YELLOW
CAC
SC
CONTROLLER AND CABINET
EMERGENCY VEHICLE PREEMPTION
SERVICE CABINET
SIGNAL ASSEMBLY PEDESTAL MOUNT
APS ACCESSIBLE PEDESTRIAN SIGNAL
PTZ PAN TILT ZOOM CAMERA
PED OR P
Ø
INPLACE STRUCTURE
NEUTRAL CONDUCTOR
INPLACE CONDUCTOR OR CONDUIT
INPLACE CONTROLLER CABINET
INPLACE HANDHOLE
PEDESTRIAN INDICATION
SIGNAL PHASE AND FACE NUMBER
SIGNAL FACE WITH BACKGROUND SHIELD
CONTROLLER CABINET AND SERVICE
MAST ARM SIGNAL POLE WITH OPTIONAL
LUMINAIRE SHAFT EXTENSION AS NOTED
MAST ARM SIGNAL POLE UPRIGHT ONLY
LUMINAIRE SHAFT EXTENSION AS NOTED
(NO MAST ARM) WITH OPTIONAL
DISCONNECT ON ONE CONCRETE PAD
SOURCE OF POWER
PAD MOUNTED
POLE MOUNTED
SIGNAL INTERCONNECT SPLICE VAULT
INPLACE SOURCE OF POWER
PAD MOUNTED
POLE MOUNTED
METER AND DISCONNECT
EMERGENCY VEHICLE PREEMPTION (EVP) ONE-WAY
LUMINAIRE
APS PUSH BUTTON STATION
SIGNAL ASSEMBLY PEDESTAL MOUNT
INPLACE SERVICE CABINET WITH
PVC HANDHOLE WITH METAL COVER
INPLACE SIGNAL ASSEMBLY PEDESTAL MOUNT
INPLACE MAST ARM SIGNAL POLE OR
NON-METALLIC CONDUIT (NMC)
HIGH DENSITY POLYETHYLENE (HDPE)
INPLACE CONDUIT
SIGNAL SYSTEM RIGID STEEL CONDUIT (RSC)
PAN TILT ZOOM CAMERA
VIDEO DETECTION CAMERA AND
CABINET WITH METER AND
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
100
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
V
V
V
90% PLAN
PHASE 8 = D
PHASE 6 = C
PHASE 4 = B
PHASE 2 = A
APS ADDRESS LABELING:
- SOFT RECALL: PHASES 2 AND 6.
- DUAL ENTRY: PHASES 4 AND 8.
MAY BE USED ON ALL APPROACHES.
- PROTECTED ONLY MODE DURING CONFLICTING PEDESTRIAN PHASE
- LEADING PEDESTRIAN INTERVAL MAY BE USED ON ALL APPROACHES.
- ALL LEFT TURN PHASES MAY BE LEADING OR LAGGING.
PROTECTED/PERMISSIVE OR PROTECTED ONLY PHASING MODES.
- ALL LEFT TURNS MAY OPERATE IN PERMISSIVE ONLY,
- SIGNAL SYSTEM FLASH MODE SHALL BE ALL RED.
SIGNAL SYSTEM OPERATION
3- 1/C #3
2" RSC
SOP-1A TO HH-8A
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
2- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
3- 7/C #14
4" RSC
HH-5A TO HH-3A
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
2- 3/C #14
9- 4/C #14
6- 7/C #14
4" RSC
HH-1A TO CAC-1A
3- 1/C #3
2" RSC
HH-8A TO SC-1A
2- CAT-5
1- 3/C #18
2" RSC
1- 1/C #6 GRN
2- 1/C #8
2" RSC
SC-1A TO CAC-1A
2- 3/C #14
2" RSC
HH-1A TO SC-1A
1- CAT-6 (PTZ)
1- 1 1/4" RSC
HH-4A TO CAC-1A
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-1A TO THE SOUTH
1- 1/C #12
EMPTY
1 1/4" NMC (BLUE HDPE)
1- 48 SM FIBER OPTIC CABLE
1 1/4" NMC (ORANGE HDPE)
SV-1A TO CAC-1A
EMPTY
4" RSC
HH-5A TO HH-7A
Ø2 WALK
Ø6 WALK
8 WALKØØ84 WALKØP6-1
MA-4A P8-2PB6-1
(NO SCALE)
CONTROLLER PHASING LAYOUT
Ø4(DOUGLAS DR)CSAH 102Ø6
Ø2
CSAH 9
(42ND AVE N)P4-1MA-3AP6-2
PB4-1P8-1MA-1AP2-2PB8-1P2-1
MA-2A
P4-2PB2-1
PB6-2
PBS-3A
PBS-2APB4-2PBS-4APB8-2PBS-1A
PB2-2
MA
3A
MA
4A
MA
1A
MA
2A
Ø5 + Ø6 Ø7 + Ø8Ø1 + Ø2
Ø3 + Ø4(B1)(C2)
(C1)(D2)(D1)(A2)
(A1)(B2)HENNEPIN COUNTY SIGNAL ID: 8000300
1-1
1-2
2-1
2-2
2-33-13-24-14-25-1
5-2
6-1
6-2
6-3
7-17-28-18-2
V-1A
V-2A
PTZ-1A
Ø3 & Ø8 EVPØ2 & Ø5 EVP
Ø1 & Ø6 EVP
Ø4 & Ø7 EVP
1A
CAC
1A
SC
2A
HH
1A
MA
1A
PBS
1A
SV(35 MPH)CSAH 102 (DOUGLAS DR) 1A
SOP
8A
HH
2A
SV
1A
HH
2A
PBS
3A
PBS
4A
PBS
2A
MA
3A
MA
4A
MA
3A
HH
4A
HH
5A
HH
7A
HH
6A
HH
CSAH 9 (42ND AVE N)
(35 MPH)(DOUGLAS DR)CSAH 102CSAH 9
(42ND AVE N)
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
3- 7/C #14
3" RSC
MA-1A TO HH-1A
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
3" RSC
MA-2A TO HH-3A
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
3- 7/C #14
3" RSC
MA-3A TO HH-5A
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
3" RSC
MA-4A TO HH-7A
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
4- 3/C #14
9- 4/C #14
6- 7/C #14
4" RSC
HH-3A TO HH-2A
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
2- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
4" RSC
HH-7A TO HH-1A
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
2- 3/C #14
9- 4/C #14
6- 7/C #14
4" RSC
HH-2A TO CAC-1A
2- 3/C #14
2" RSC
HH-2A TO SC-1A
1- CAT-6 (PTZ)
1- 1 1/4" RSC
MA-3A TO HH-6A
1- CAT-6 (PTZ)
1- 1 1/4" RSC
HH-6A TO HH-4A
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-2A TO THE NORTH
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-2A TO SV-1A
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-2A TO THE EAST
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-2A TO THE WEST
PHASING ASSIGNMENTS TO BE DETERMINED IN THE FIELD.
CAMERA
NO.
V-1A
LOCATION
TYPE
360°
MOUNT LOCATION
VIDEO ARMMA-1A
POLE
VIDEO DETECTION
PHASE
-
V-2A 360°VIDEO ARMMA-3A -
0'
SCALE
40'20'
1- 2/C #14 (SHLD)
1" RSC
PBS-4A TO HH-7A
1- 2/C #14 (SHLD)
1" RSC
PBS-3A TO HH-5A
1- 2/C #14 (SHLD)
1" RSC
PBS-2A TO HH-3A
1- 2/C #14 (SHLD)
1" RSC
PBS-1A TO HH-1A
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
101
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
A (SYSTEM).
ENGINEER AND ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR TRAFFIC CONTROL SIGNAL SYSTEM
15. ALL WORK AS DETAILED IN NOTES 1 - 14 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE
14. SIGNAL INTERCONNECT ITEMS ARE PAID FOR AS PART OF THE TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM.
EXISTING SURFACES.
ALLOWED ON EXISTING PAVEMENT. SIGNAL CONDUIT SHALL BE BURIED 24 INCHES TO 36 INCHES UNDER
13. ALL CONDUIT RUNS ACROSS EXISTING ROADWAYS SHALL BE DIRECTIONAL BORED. NO OPEN CUTTING IS
12. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
INFORMATION.
SHALL WORK WITH THE CITY AND THE POWER COMPANY TO ESTABLISH METER ADDRESS AND BILLING
COSTS DIRECTLY TO THE POWER COMPANY. HENNEPIN COUNTY SHALL NOT BE BILLED. THE CONTRACTOR
11. THE CITY SHALL BE BILLED FOR ALL TRAFFIC SIGNAL SYSTEM POWER COSTS AND THE CITY SHALL PAY THOSE
EQUIPMENT TO SUPPLY POWER TO THE TRAFFIC SIGNAL SYSTEM.
PROVISIONS FOR MORE INFORMATION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY
WITH THE SERVICE CONNECTION AND MONTHLY ELECTRICAL SERVICE. REFER TO THE SIGNAL SPECIAL
SYSTEM WITH THE ELECTRICAL UTILITY COMPANY. CITY OF CRYSTAL IS RESPONSIBLE FOR COSTS ASSOCIATED
10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SERVICE CONNECTION FOR THE TRAFFIC SIGNAL
VISIBILITY DUE TO ROADWAY GEOMETRICS.
9. THE CONTRACTOR SHALL ADJUST THE SIGNAL HEAD ANGLE ON THE MAST ARM TO OPTIMIZE SIGNAL
8. THE CONTRACTOR SHALL IF REQUIRED RELOCATE THE VIDEO OR EVP DETECTORS.
BITUMINOUS WALK, ETC. TO IT'S ORIGINAL CONDITION OR BETTER.
7. THE CONTRACTOR SHALL PLACE COMMON BACK FILL AND RESTORE ALL DISTURBED TURF, CONCRETE OR
MA-2A, MA-3A AND MA-4A MOUNTED TO SIGN BRACKET "B".
6. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE R10-X12 SIGN (36" X 42") ON THE MAST ARM OF MA-1A,
MAST ARM OF MA-1A, MA-2A, MA-3A AND MA-4A, WITH PHASING AS SHOWN IN THE PLANS.
5. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE EVP DETECTOR AND CONFIRMATION LIGHT ON THE
CAMERA ON THE DAVIT ARM OF MA-3A.
CAMERA ARM OF MA-1A AND MA-3A. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE PAN TILT ZOOM
4. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 360 DEGREE VIDEO DETECTION CAMERA ON THE
OF MA-1A, MA-2A, MA-3A AND MA-4A.
3. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE LED LUMINAIRE ON THE LUMINAIRE SHAFT EXTENSION
MOUNTED PUSH BUTTONS SHALL INCLUDE A POLE MOUNT ADAPTOR.
2A,PBS-3A, PBS-4A, MA-1A, MA-2A, MA-3A AND MA-4A, FOR OPERATION AS SHOWN IN THE PLANS. POLE
2. ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN R10-3E (9" X 15") SHALL BE INSTALLED ON PBS-1A, PBS-
1. SEE DIVISION "SS" OF SPECIAL PROVISIONS FOR MATERIALS PROVIDED BY HENNEPIN COUNTY.
NOTES:
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
1-1 AND 1-2
SIGNAL FACE
3-1 AND 3-2
SIGNAL FACE
5-1 AND 5-2
SIGNAL FACE
7-1 AND 7-2
SIGNAL FACE
Ø1
FYA
Ø2
Ø1
Ø3
Ø3
Ø5
Ø5
Ø7
Ø7
4-SECTION SIGNAL HEAD PHASING WITH FLASHING YELLOW ARROW
FYA
Ø4
FYA
Ø6
FYA
Ø8
SIG.
POLE
NO.
FACE
NO.
SIG.
Ø
RED YEL GRN
PED
SIGNAL FACE MOUNT
5,6
2
2
2
7,8
7,8
4
4
1,2
1,2
6
6
3,4
1-1
1-2
2-2
2-3
3-2
4-2
5-1
6-2
6-3
7-1
7-2
LED INDICATIONS
12" INDICATIONS
FYEL
MAST ARM (END)
MAST ARM (MID)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
MAST ARM (END)
MAST ARM (MID)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
6
MA-1A
MA-2A
MA-3A
MA-4A
PLUMBIZER MOUNTING
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
ANGLE. SEE DETAIL
4
2
8
SIGNAL INDICATIONS AND MOUNTING
*** INTERNATIONAL SYMBOLS IN A DUAL FACE SINGLE HOUSING WITH PEDESTRIAN COUNTDOWN TIMER.
***
***
***
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
POLE MOUNT P4-1
6-1
4-1
POLE MOUNT P2-1
POLE MOUNT P8-1
2-1
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
P6-2 POLE MOUNT 6 ***180° ANGLE MOUNT PLUMBIZER
P4-2 POLE MOUNT 4 ***180° ANGLE MOUNT PLUMBIZER
P2-2 POLE MOUNT 2 ***180° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
3,4
8
8
5,6
3-1
5-2
8-2
180° ANGLE MOUNT PLUMBIZER
6 ***
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
POLE MOUNT P6-1
8-1
P8-2 POLE MOUNT 8 ***180° ANGLE MOUNT PLUMBIZER
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
102
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
MA
1A
14
15
16
17
18
19
20
21
22
23
24 BLK
WH PB8-2
25
26
27
28
29
30
R
BLK/R
BLK
WH
31
Ø2-PED
R
BLK/R
BLK
WH
32
Ø8-PED
33 BLK
WH PB8-1
BLK
WH
G
34 Ø2 & Ø5 EVP
IND LIGHT
Y
BL
O
35 Ø2 & Ø5 EVP
(-)
(+)
6
11 G
INS. GR.
9,11,14-24
6,11,25-36
37 BLK
WH PB2-2
6,9 (TO SC-1A)
11,14-37
INTERCONNECT (48 SM FIBER OPTIC)
CONTROLLER CABINET 1A
14
15
16
17
18
19
R
BLK/R
BLK
WH
20
R
BLK/R
BLK
WH
21 BLK
WH
22
BLK
WH
G
9023
Y
BL
O
36
24 BLK
WH PB8-2
90
25
26
27
28
29
30
P2-2
Ø2-DW
Ø2-W
SPARE
NEU
R
BLK/R
BLK
WH
31
P8-1
Ø8-DW
Ø8-W
SPARE
NEU
R
BLK/R
BLK
WH
32
PB8-1
BLK
WH
33
34
BLK
WH
G
Ø2 & Ø5 EVP IND
NEU
SPARE
SYS
EVP
Ø2 & Ø5
(-)
(+)
Y
BL
O
35
BLK
WHPB2-2
37
11
EQG (1/C #6 GRN)
EMPTY (TO HH-5A)
HH
7A
4A
PBS
HH
1A
1A
PBS
CAT-6
VIDEO DETECTION CAMERA 1A
R
BL
WH
BRN
O
Y/BLK
BLK
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
BL
WH
BRN
O
Y/BLK
BLK
R
BL
WH
BRN
O
Y/BLK
BLK
R
BL
BRN
5-1
Y/BLK
O
WH
BLK
R
BLK/R
BLK
WH
2-3
R
BLK/R
BLK
WH
2-2
R
BLK/R
BLK
WH
2-1
R
BL
BRN
7-2
Y/BLK
O
WH
BLK
SPARE
R
BL
BRN
Y/BLK
O
WH
BLK
5-1
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
NEU
Ø6-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
NEU
R
BLK/R
BLK
WH
2-3
Ø2-RED
Ø2-YEL
Ø2-GRN
NEU
R
BLK/R
BLK
WH
2-2
Ø2-RED
Ø2-YEL
Ø2-GRN
NEU
R
BLK/R
BLK
WH
2-1
Ø2-RED
Ø2-YEL
Ø2-GRN
7-2
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
NEU
Ø8-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
NEU
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
SPARE
SPARE
SPARE
BLK
WH
G
LUM 1A
MA
4A
9,11,14-2336
Ø8-DW
Ø8-W
SPARE
NEU
P8-2
Ø6-DW
Ø6-W
SPARE
NEU
P6-1
PB6-1
Ø3 & Ø8 EVP IND
NEU
SPARE
Ø3 & Ø8
(-)
(+)
SYS
EVP
CAT-6
Ø3-RLTA
Ø3-YLTA
Ø3-GLTA
Ø4-FYLTA
NEU
3-1
SPARE
SPARE
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-2
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-1
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
Ø6-FYLTA
NEU
5-2
SPARE
SPARE
NEU
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
1A
SV
INTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE SOUTHINTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC 2A
SV
INTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE WEST
INTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE EASTINTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE NORTHR
BL
BRN
Y/BLK
O
WH
BLK
INS. GR.
9
11
BLK
WH
G
G
Y
BL
O
BLK
WH
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
R
BL
BRN
Y/BLK
O
WH
BLK
R
BL
BRN
Y/BLK
O
WH
BLK
BLK
WH
G
LUM 4A
(-)
(+)
IND LIGHT
PB6-1
Ø8-PED
Ø6-PED
Ø3 & Ø8 EVP
Ø3 & Ø8 EVP
3-1
8-2
8-1
5-2
SPARE
VIDEO DETECTOR 1A
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
103
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
R
BL
BRN
7-1
Y/BLK
O
WH
BLK
MA
2A
R
BLK/R
BLK
WH
Ø4-PED
R
BLK/R
BLK
WH
Ø2-PED
BLK
WH
PB2-1
BLK
WH
G
Ø4 & Ø7 EVP
IND LIGHT
Y
BLBL
OO
Ø4 & Ø7 EVP
(-)
(+)
50
BLK
7
WH
G
LUM 2A
12
G
INS. GR.
G
INS. GR.(#10 BETWEEN CAMERA AND POLE BASE)
PTZ 1A
13
Ø4-DW
Ø4-W
SPARE
NEU
P4-2
Ø2-DW
Ø2-W
SPARE
NEU
P2-1
PB2-1
Ø4 & Ø7 EVP IND
NEU
SPARE
Ø4 & Ø7
(-)
(+)
SYS
EVP
13
PTZ 1A
R
BLK/R
BLK
WH
BLK/R
BLK
WH
4-2
R
BLK/R
BLK
WH
4-1
R
R
BL
BRN
1-2
Y/BLK
O
WH
BLK
SPARE
R
BL
BRN
Y/BLK
O
WH
BLK
VIDEO DETECTOR 2A
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
Ø8-FYLTA
NEU
7-1
SPARE
SPARE
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-2
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
Ø2-FYLTA
NEU
1-2
SPARE
SPARE
NEU
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
CAT-6
WH
BLK
R
HHHH
3A 5A
SERVICE CABINET 1A
HH
2A
LUM 1A
LUM 2A
LUM 3A
LUM 4A
2A
PBS
WH
BLK
PB4-2 3A
PBS
WH
BLK
PB6-2
MA
3A
SOP
BLKWHR1A
HH
8A
GR. ROD8,12,39-51
NEU
SPARE
(-)
(+)
EVP
SYS
PB4-1
PB6-2
SPARE
Ø6-DW
Ø6-W
NEU
Ø4-DW
Ø4-W
P4-1
SPARE
NEU
P6-2
EQG (1/C #6 GRN)
Ø1 & Ø6 EVP IND
Ø1 & Ø6 12,10
6
7
8
9
51
49
48
47
42
41
12 7,86,9 (TO HH-1A)18,12,39-5012,39-62
7,8,12,39-62BLK
WH
G
BLK
WH
G
BLK
WH
G
BLK
WH
G
43
44
45
46
10
EQG (1/C #6 GRN)
SIGNAL SERVICE (1/C #8)
NEU (1/C #8)
EQUIPMENT GROUND
10
2
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK
WH
BLK
WH
G
Y
BL
O
BLK
WH
BLK
WH
CONTROLLER CABINET 1A
52
53
54
55
56
57
R
BLK/R
BLK
WH
58
R
BLK/R
BLK
WH
59 BLK
WH
60
BLK
WH
G
61
Y
BL
O
50
62 BLK
WH PB4-2
39
40
EMPTY (TO HH-7A)
1
5162
2
1-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
NEU
Ø2-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
6-3
Ø6-RED
Ø6-YEL
Ø6-GRN
NEU
R
BLK/R
BLK
WH
6-2
Ø6-RED
Ø6-YEL
Ø6-GRN
NEU
R
BLK/R
BLK
WH
6-1
Ø6-RED
Ø6-YEL
Ø6-GRN
3-2
Ø3-RLTA
Ø3-YLTA
Ø3-GLTA
NEU
Ø4-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
NEU
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
SPARE
SPARE
SPARE
R
BL
WH
BRN
O
Y/BLK
BLK
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
BL
WH
BRN
O
Y/BLK
BLK
R
BL
WH
BRN
O
Y/BLK
BLK
CAT-6
VIDEO DETECTION CAMERA 2A
REMOTE BATTERY MANAGEMENT SYSTEM
BATTERY BACKUP SYSTEM
5
4
3
BATTERY BACKUP
BLK
WH
G
3-5
REMOTE BATTERY MANAGEMENT SYSTEM (CAT-5)
BATTERY BACKUP SYSTEM (CAT-5)
5
4
3
BATTERY BACKUP (3/C #18)
BLK
WH
G 7,12,52-611-1
(-)
(+)
IND LIGHT
PB4-1
Ø6-PED
Ø4-PED
INS. GR.
Ø1 & Ø6 EVP
8
12
44
39
41
43
40
42
45
46
47
48
49
6-3
6-2
6-1
3-2
SPARE
LUM 3A
R
BL
BRN
Y/BLK
O
WH
BLK
BLK
WH
G
G
Y
BL
O
BLK
WH
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
R
BL
BRN
Y/BLK
O
WH
BLK
R
BL
BRN
Y/BLK
O
WH
BLK
BLK
WH
G
52
53
55
54
56
57
58
59
60
61
Ø1 & Ø6 EVP
CAT-6
13
HH
6A
HH
4A
1313
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
104
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN FOR INFORMATION ONLY4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
105
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN FOR INFORMATION ONLY4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
106
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN FOR INFORMATION ONLY4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
107
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGEVVV
90% PLAN
PHASE 8 = D
PHASE 6 = C
PHASE 4 = B
PHASE 2 = A
APS ADDRESS LABELING:
- SOFT RECALL: PHASES 2 AND 6.
- DUAL ENTRY: PHASES 4 AND 8.
MAY BE USED ON ALL APPROACHES.
- PROTECTED ONLY MODE DURING CONFLICTING PEDESTRIAN PHASE
- LEADING PEDESTRIAN INTERVAL MAY BE USED ON ALL APPROACHES.
- ALL LEFT TURN PHASES MAY BE LEADING OR LAGGING.
PROTECTED/PERMISSIVE OR PROTECTED ONLY PHASING MODES.
- ALL LEFT TURNS MAY OPERATE IN PERMISSIVE ONLY,
- SIGNAL SYSTEM FLASH MODE SHALL BE ALL RED.
SIGNAL SYSTEM OPERATION
Ø4 WALK
Ø8 WALK
WALKØ2Ø2 WALKØ6P8-1
MA-4B P2-2PB8-1
(NO SCALE)
CONTROLLER PHASING LAYOUT
Ø6(DOUGLAS DR)CSAH 102Ø8
36TH AVE N
Ø4P6-1MA-3BP8-2
PB6-1P2-1MA-1BP4-2PB2-1P4-1
MA-2B
P6-2PB4-1
PB8-2
PBS-3B
PBS-2BPB6-2PBS-4BPB2-2PBS-1B
PB4-2
MA
3B
MA
4B
MA
1B
MA
2B Ø5 + Ø6Ø3 + Ø8Ø1 + Ø2(B2)
(B1)(C2)(C1)(D2)
(D1)(A2)(A1)HENNEPIN COUNTY SIGNAL ID: 80086001-11-22-12-24-1
4-2
4-35-15-26-16-28-1
8-2
8-3
V-1B
V-2B
PTZ-1B
Ø3 & Ø8 EVP Ø2 & Ø5 EVPØ1 & Ø6 EVPØ4 EVP
1B
CAC
1B
SC
1B
SOP
2B
HH
1B
MA
1B
PBS
1B
SV
2B
MA
3B
MA
4B
MA
2B
PBS
3B
PBS
4B
PBS
1B
HH
7B
HH
4B
HH
3B
HH
5B
HH
6B
HH
4-4
8-4
36TH AVE N
(30 MPH)(35 MPH)CSAH 102 (DOUGLAS DR)36TH AVE N
Ø4
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
2- 7/C #14
3" RSC
MA-1B TO HH-1B
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
3" RSC
MA-2B TO HH-3B
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
3" RSC
MA-3B TO HH-5B
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
1- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
2- 7/C #14
3" RSC
MA-4B TO HH-6B
3- 1/C #3
2" RSC
SOP-1B TO HH-7B
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
2- 3/C #14
10- 4/C #14
4- 7/C #14
4" RSC
HH-1B TO CAC-1B
3- 1/C #3
2" RSC
HH-7B TO SC-1B
2- 3/C #14
2" RSC
HH-1B TO SC-1B
1- CAT-6 (PTZ)
1- 1 1/4" RSC
HH-4B TO CAC-1B
EMPTY
4" RSC
HH-5B TO HH-6B
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
1- 3/C #20 (SHLD)
2- 2/C #14 (SHLD)
2- 3/C #14
5- 4/C #14
2- 7/C #14
4" RSC
HH-6B TO HH-1B
EMPTY
2" RSC
1- 1/C #6 GRN
2- 1/C #8
2" RSC
SC-1B TO CAC-1B
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-1B TO THE NORTH
INPLACE 1- 1/C #12 (TRACER WIRE)
EMPTY
INPLACE 1 1/4" NMC (BLUE HDPE)
INPLACE 1- 144 SM FIBER OPTIC CABLE
INPLACE 1 1/4" NMC (ORANGE HDPE)
SV-1B TO THE SOUTH
1- 1/C #12
EMPTY
1 1/4" NMC (BLUE HDPE)
1- 48 SM FIBER OPTIC CABLE
1 1/4" NMC (ORANGE HDPE)
SV-1A TO CAC-1A
1- 1/C #6 GRN
1- 3/C #20 (SHLD)
2- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14
3- 7/C #14
4" RSC
HH-5B TO HH-3B
1- CAT-6 (PTZ)
1- 1 1/4" RSC
MA-2B TO HH-4B
1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
4- 3/C #14
8- 4/C #14
6- 7/C #14
4" RSC
HH-3B TO HH-2B 1- 1/C #6 GRN
1- CAT-6 (VIDEO)
2- 3/C #20 (SHLD)
4- 2/C #14 (SHLD)
2- 3/C #14
8- 4/C #14
6- 7/C #14
4" RSC
HH-2B TO CAC-1B
2- 3/C #14
2" RSC
HH-2B TO SC-1B(DOUGLAS DR)CSAH 102PHASING ASSIGNMENTS TO BE DETERMINED IN THE FIELD.
CAMERA
NO.
V-1B
LOCATION
TYPE
360°
MOUNT LOCATION
VIDEO ARMMA-2B
POLE
VIDEO DETECTION
PHASE
-
V-2B 360°VIDEO ARMMA-4B -
0'
SCALE
40'20'
1- 2/C #14 (SHLD)
1" RSC
PBS-4B TO HH-6B
1- 2/C #14 (SHLD)
1" RSC
PBS-3B TO HH-5B
1- 2/C #14 (SHLD)
1" RSC
PBS-2B TO HH-3B
1- 2/C #14 (SHLD)
1" RSC
PBS-1B TO HH-1B
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
108
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
B (SYSTEM).
ENGINEER AND ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR TRAFFIC CONTROL SIGNAL SYSTEM
15. ALL WORK AS DETAILED IN NOTES 1 - 14 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE
14. SIGNAL INTERCONNECT ITEMS ARE PAID FOR AS PART OF THE TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM.
EXISTING SURFACES.
ALLOWED ON EXISTING PAVEMENT. SIGNAL CONDUIT SHALL BE BURIED 24 INCHES TO 36 INCHES UNDER
13. ALL CONDUIT RUNS ACROSS EXISTING ROADWAYS SHALL BE DIRECTIONAL BORED. NO OPEN CUTTING IS
12. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
INFORMATION.
SHALL WORK WITH THE CITY AND THE POWER COMPANY TO ESTABLISH METER ADDRESS AND BILLING
COSTS DIRECTLY TO THE POWER COMPANY. HENNEPIN COUNTY SHALL NOT BE BILLED. THE CONTRACTOR
11. THE CITY SHALL BE BILLED FOR ALL TRAFFIC SIGNAL SYSTEM POWER COSTS AND THE CITY SHALL PAY THOSE
EQUIPMENT TO SUPPLY POWER TO THE TRAFFIC SIGNAL SYSTEM.
PROVISIONS FOR MORE INFORMATION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY
WITH THE SERVICE CONNECTION AND MONTHLY ELECTRICAL SERVICE. REFER TO THE SIGNAL SPECIAL
SYSTEM WITH THE ELECTRICAL UTILITY COMPANY. CITY OF CRYSTAL IS RESPONSIBLE FOR COSTS ASSOCIATED
10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SERVICE CONNECTION FOR THE TRAFFIC SIGNAL
VISIBILITY DUE TO ROADWAY GEOMETRICS.
9. THE CONTRACTOR SHALL ADJUST THE SIGNAL HEAD ANGLE ON THE MAST ARM TO OPTIMIZE SIGNAL
8. THE CONTRACTOR SHALL IF REQUIRED RELOCATE THE VIDEO OR EVP DETECTORS.
BITUMINOUS WALK, ETC. TO IT'S ORIGINAL CONDITION OR BETTER.
7. THE CONTRACTOR SHALL PLACE COMMON BACK FILL AND RESTORE ALL DISTURBED TURF, CONCRETE OR
"B".
AND MA-4B AND ONE R10-12 SIGN (30" X 36") ON THE MAST ARM OF MA-3B MOUNTED TO SIGN BRACKET
6. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE R10-X12 SIGN (36" X 42") ON THE MAST ARM OF MA-2B
MAST ARM OF MA-1A, MA-2A, MA-3A AND MA-4A, WITH PHASING AS SHOWN IN THE PLANS.
5. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE EVP DETECTOR AND CONFIRMATION LIGHT ON THE
CAMERA ON THE DAVIT ARM OF MA-2B.
CAMERA ARM OF MA-2B AND MA-4B. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE PAN TILT ZOOM
4. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE 360 DEGREE VIDEO DETECTION CAMERA ON THE
OF MA-1B, MA-2B, MA-3B AND MA-4B.
3. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE LED LUMINAIRE ON THE LUMINAIRE SHAFT EXTENSION
MOUNTED PUSH BUTTONS SHALL INCLUDE A POLE MOUNT ADAPTOR.
2B,PBS-3B, PBS-4B, MA-1B, MA-2B, MA-3B AND MA-4B, FOR OPERATION AS SHOWN IN THE PLANS. POLE
2. ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN R10-3E (9" X 15") SHALL BE INSTALLED ON PBS-1B, PBS-
1. SEE DIVISION "SS" OF SPECIAL PROVISIONS FOR MATERIALS PROVIDED BY HENNEPIN COUNTY.
NOTES:
SIG.
POLE
NO.
FACE
NO.
SIG.
Ø
RED YEL GRN
PED
SIGNAL FACE MOUNT
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
8
8
8
5,6
5,6
2
2
2-2
5-1
5-2
4-4
8-2
8-3
180° ANGLE MOUNT PLUMBIZER
LED INDICATIONS
12" INDICATIONS
FYEL
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
MA-1B
MA-2B
MA-3B
MA-4B
PLUMBIZER MOUNTING
90° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
ANGLE. SEE DETAIL
8
6
SIGNAL INDICATIONS AND MOUNTING
*** INTERNATIONAL SYMBOLS IN A DUAL FACE SINGLE HOUSING WITH PEDESTRIAN COUNTDOWN TIMER.
***
***
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
POLE MOUNT P8-1
2-1
POLE MOUNT P6-1
8-1
90° ANGLE MOUNT PLUMBIZER
P2-2 POLE MOUNT 2 ***180° ANGLE MOUNT PLUMBIZER
P8-2 POLE MOUNT 8 ***180° ANGLE MOUNT PLUMBIZER
4
4
1,2
1,2
6
6
8
1-1
1-2
8-4
4-2
4-3
6-2
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
MAST ARM (END)
MAST ARM (INSIDE)
POLE MOUNT
POLE MOUNT
4
90° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
180° ANGLE MOUNT PLUMBIZER
4
2 ***
***
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
ANGLE MOUNT PLUMBIZER
STRAIGHT MOUNT PLUMBIZER
POLE MOUNT P4-1
6-1
4-1
POLE MOUNT P2-1 90° ANGLE MOUNT PLUMBIZER
P6-2 POLE MOUNT 6 ***180° ANGLE MOUNT PLUMBIZER
P4-2 POLE MOUNT 4 ***180° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
90° ANGLE MOUNT PLUMBIZER
3
3
4
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
1-1 AND 1-2
SIGNAL FACE
8-3 AND 8-4
SIGNAL FACE
5-1 AND 5-2
SIGNAL FACE
Ø1
FYA
Ø2
Ø1
Ø8
Ø3
Ø5
Ø5
AND 5-SECTION SIGNAL HEAD PHASING
4-SECTION SIGNAL HEAD PHASING WITH FLASHING YELLOW ARROW
FYA
Ø6
G
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
109
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
MA
1B
Ø4-PED
Ø2-PED
PB2-1
Ø4 EVP
IND LIGHT
Ø4 EVP
(-)
(+)
6
LUM 1B
11
INS. GR.
25 BLK
WH PB2-2
14
15
16
17
18
R
BLK/R
BLK
WH
19
Ø2-PED
R
BLK/R
BLK
WH
20
Ø8-PED
21 BLK
WH PB8-1
BLK
WH
G
22 Ø2 & Ø5 EVP
IND LIGHT
Y
BL
O
23 Ø2 & Ø5 EVP
(-)
(+)
9
11 G
INS. GR.
9,11,14-25
6,11,26-35
36 BLK
WH PB4-2
6,9 (TO SC-1B)
11,14-36
INTERCONNECT (48 SM FIBER OPTIC)
CONTROLLER CABINET 1B
Ø4-DW
Ø4-W
SPARE
NEU
P4-2
Ø2-DW
Ø2-W
SPARE
NEU
P2-1
PB2-1
Ø4 EVP IND
NEU
SPARE
Ø4
(-)
(+)
SYS
EVP
24
90
14
15
16
17
18
P2-2
Ø2-DW
Ø2-W
SPARE
NEU
R
BLK/R
BLK
WH
19
P8-1
Ø8-DW
Ø8-W
SPARE
NEU
R
BLK/R
BLK
WH
20
PB8-1
BLK
WH
21
22
BLK
WH
G
Ø2 & Ø5 EVP IND
NEU
SPARE
SYS
EVP
Ø2 & Ø5
(-)
(+)
Y
BL
O
23
BLK
WH PB2-2
25
11
EQG (1/C #6 GRN)
EMPTY (TO HH-5B)
HH
6B
4B
PBS
HH
1B
1B
PBS
4-2
4-1
1-2
SPARE
CAT-6
VIDEO DETECTION CAMERA 2B
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-2
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
Ø2-FYLTA
NEU
1-2
SPARE
SPARE
NEU
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
R
BL
BRN
5-1
Y/BLK
O
WH
BLK
R
BLK/R
BLK
WH
2-2
R
BLK/R
BLK
WH
2-1
SPARE
R
BL
BRN
Y/BLK
O
WH
BLK
5-1
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
NEU
Ø6-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
NEU
R
BLK/R
BLK
WH
2-2
Ø2-RED
Ø2-YEL
Ø2-GRN
NEU
R
BLK/R
BLK
WH
2-1
Ø2-RED
Ø2-YEL
Ø2-GRN
SPARE
NEU
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
SPARE
SPARE
SPARE
BLK
WH
G
LUM 4B
MA
4B
9,11,14-2424
27
28
29
30
31
R
BLK/R
BLK
WH
32
R
BLK/R
BLK
WH
33BLK
WH
34
BLK
WH
G
35
Y
BL
O
36BLK
WHPB4-2
CAT-6
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
BL
WH
BRN
O
Y/BLK
BLK
R
BL
WH
BRN
O
Y/BLK
BLK
BLK
WH
G
G
Y
BL
O
BLK
WH
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
R
BL
BRN
Y/BLK
O
WH
BLK
R
BL
BRN
Y/BLK
O
WH
BLK
BLK
WH
G
27
29
28
30
31
32
33
34
35
VIDEO DETECTOR 2B
1B
SV
INTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE SOUTHINTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE NORTH4-3
BLK/R
BLK
WH
R
26
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-3
26
R
BLK/R
BLK
WH
4-4
BLK/R
BLK
WH
R
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-4
R
BLK/R
BLK
WH
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
110
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
R
BL
BRN
Y/BLK
O
WH
BLK
MA
2B
37
38
39
40
41
42
R
BLK/R
BLK
WH
43
R
BLK/R
BLK
WH
44
BLK
WH
45
BLK
WH
G
46
Y
BLBL
OO
58
BLK
WH
G
G
G
INS. GR.(#10 BETWEEN CAMERA AND POLE BASE)
PTZ 1B
13
13
PTZ 1B
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
R
BL
BRN
Y/BLK
O
WH
BLK
R
BL
BRN
Y/BLK
O
WH
BLK
VIDEO DETECTOR 1B
CAT-6
WH
BLK
R
HHHH
3B 5B
SERVICE CABINET 1B
HH
2B
LUM 1B
LUM 2B
LUM 3B
LUM 4B
2B
PBS
WH
BLK
PB6-2 3B
PBS
WH
BLK
PB8-2
MA
3B
SOP
BLKWHR1B
HH
7B
GR. ROD8,12,37-47
NEU
SPARE
(-)
(+)
EVP
SYS
PB4-1
PB6-2
SPARE
Ø6-DW
Ø6-W
NEU
Ø4-DW
Ø4-W
P4-1
SPARE
NEU
P6-2
EQG (1/C #6 GRN)
Ø1 & Ø6 EVP IND
Ø1 & Ø6 12,10
6
7
8
9
59
57
56
55
50
49
12 7,86,9 (TO HH-1B)18,12,37-4612,37-59
7,8,12,37-59BLK
WH
G
BLK
WH
G
BLK
WH
G
BLK
WH
G
51
52
53
54
10
EQG (1/C #6 GRN)
SIGNAL SERVICE (1/C #8)
NEU (1/C #8)
EQUIPMENT GROUND
10
2
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK
WH
BLK
WH
G
Y
BL
O
BLK
WH
BLK
WH
CONTROLLER CABINET 1B
58
48
EMPTY (TO HH-6B)
1
4759
2
1-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
NEU
Ø2-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
6-2
Ø6-RED
Ø6-YEL
Ø6-GRN
NEU
R
BLK/R
BLK
WH
6-1
Ø6-RED
Ø6-YEL
Ø6-GRN
BL
WH
BRN
Y/BLK
O
BLK
R
SPARE
NEU
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
SPARE
SPARE
SPARE
SPARE
CAT-6
VIDEO DETECTION CAMERA 1B
7,12,48-58R
BL
BRN
Y/BLK
O
WH
BLK
INS. GR.
8
12
BLK
WH
G
G
Y
BL
O
BLK
WH
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
R
BL
BRN
Y/BLK
O
WH
BLK
R
BL
BRN
Y/BLK
O
WH
BLK
BLK
WH
G
LUM 3B
1-1
(-)
(+)
IND LIGHT
PB4-1
Ø6-PED
Ø4-PED
INS. GR.
Ø1 & Ø6 EVP
7
12
52
48
49
51
50
53
54
55
56
57
6-2
6-1
8-4
SPARE
LUM 2B
(-)
(+)
IND LIGHT
PB6-1
Ø8-PED
Ø6-PED
Ø3 & Ø8 EVP
Ø3 & Ø8 EVP
8-3
8-2
8-1
5-2
SPARE
Ø1 & Ø6 EVP
CAT-6
37
38
39
40
41
42
R
BLK/R
BLK
WH
43
R
BLK/R
BLK
WH
44BLK
WH
45
BLK
WH
G
46
Y
BL
O
47BLK
WHPB8-2
R
BL
WH
BRN
O
Y/BLK
BLK
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
R
BL
WH
BRN
O
Y/BLK
BLK
R
BL
WH
BRN
O
Y/BLK
BLK
Ø8-DW
Ø8-W
SPARE
NEU
P8-2
Ø6-DW
Ø6-W
SPARE
NEU
P6-1
PB6-1
Ø3 & Ø8 EVP IND
NEU
SPARE
Ø3 & Ø8
(-)
(+)
SYS
EVP
SPARE
NEU
8-3
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-2
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-1
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
Ø6-FYLTA
NEU
5-2
SPARE
SPARE
NEU
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
Ø8-RED
Ø8-YEL
Ø8-GRN
Ø3-GLTA
Ø3-YLTA
HH
4B 1313
SPARE
NEU
8-4
Ø8-RED
Ø8-YEL
Ø8-GRN
Ø3-GLTA
Ø3-YLTA
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
111
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN FOR INFORMATION ONLY4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
112
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN FOR INFORMATION ONLY4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
113
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN 5.08.03.9 49.3 8.0 12.9 3.9 5.018.078.0
3.0" Radius, 1.0" Border, W hite on G reen;
"Douglas Dr", E M od 2K;
3.9 12.1 20.0 27.8 36.2 40.3 47.9 61.2 70.1
Doug las D r 5.08.05.2 31.4 8.0 22.2 5.2 5.018.072.0
3.0" Radius, 1.0" Border, W hite on G reen;
"42nd Ave", E M od 2K;
5.2 14.6 23.6 31.4 44.6 53.8 61.5
4 2 nd A ve
5.08.03.9 28.1 8.0 22.1 3.9 5.018.066.0
3.0" Radius, 1.0" Border, W hite on G reen;
"36th Ave", E M od 2K;
3.9 12.0 20.0 26.7 40.0 49.1 56.8
36th A ve
OF MAST ARM SIGNAL POLES.
2.) SEE SPECIAL PROVISIONS FOR PAINTING AND GALVANIZING REQUIREMENTS
1.) POLE SHAFT SHALL BE BACK RAKED TO SET PLUMB UNDER NORMAL LOAD.
NOTES:
(NO SCALE, SEE SPECIAL PROVISIONS)
ROTATABLE LUMINAIRE SHAFT EXTENSION
CLASSIC HEAVY MAST ARM SIGNAL POLE AND
2 3/8" O.D. SLIPFITTER
THE PLAN
LOCATION IF SHOWN IN
CAMERA MOUNTING
TRAFFIC PAN TILT ZOOM
SHAFT OR POLE CAP
CAMERA EXTENSION
ARM WITH VIDEO
CENTERLINE OF MAST
CLOCKWISE FROM
AT 350° MEASURED
EXTENSION MOUNTED
LUMINAIRE SHAFT
DAVIT TYPE ROTATABLE
CAP
EXTENSION OR POLE
LUMINAIRE SHAFT
CONNECTION FOR
ROTATABLE TYPE
RADIUS
DAVIT ARM LENGTH AS TABULATED
2 3/8" O.D. SLIPFITTER
SIGN BRACKET
3/4" DIA. HALF COULPING (EVP HUB)
FOR VIDEO APPLICATIONS
PLASTIC THREADED PIPE COVER
3/4" DIA. HALF COUPLING WITH
FROM CENTERLINE OF MAST ARM TO CENTER OF HUBS
AT 0° , 90° , 180° AND 270° AS MEASURED CLOCKWISE
8 - DN 1 1/2" IPS SEMI-BLIND HUBS MOUNTED ON POLE LUMINAIRE MOUNTING HEIGHT (SEE TABULATION)21' 0""B"
"C"
"D"
"E"
"F"
"G"
"H"
"I"
"J"
"A"
ROTATABLE H-BASE
AT END OF MAST ARM BY ADJUSTING FOR ROADWAY GRADE
SET CONCRETE FOUNDATION ELEVATION TO MAINTAIN CLEARANCE 3' 6"9' 6"12' 8"18' 0"SIGN BRACKET
SIGN BRACKET
WITH 3" X 5" HANDHOLE
2 3/8" O.D. SLIPFITTER
CONCRETE FOUNDATION
SIGN PANEL FOR MA-2A AND MA-4A
SIGN PANEL FOR MA-1A, MA-3A, MA-1B AND MA-3B SIGN PANEL FOR MA-2B AND MA-4B
MA-1A
MA-2A
MA-3A
MA-1B
MA-2B
MA-3B
POLE
LUMINAIRE
MOUNTING
HEIGHT
DAVIT
ARM
LENGTH
MAST ARM POLE MOUNTING DETAILS
MAST ARM DIMENSIONS
"A""B""C""F""E""D""G""H"
MAST
ARM
"I"
MA-4A
MA-4B
23.5'
25.0'
-----
-----
SIG.
HEAD
"J"
45.0'
40.0'
40.0'
40.0'
9.0'
9.0'
9.0'
-----
-----
-----
----------
19.5'
-----
25.5'30.5'
24.5'
33.5'
27.5'
-----
-----
40.0'
20.5'
23.0'
-----
-----
30.0'
40.0'
25.0'
35.0'
11.5'
9.5'
9.0'
9.0'
-----
-----
-----
----------
-----
16.5'
14.0'
19.5'
17.0'
-----
-----
40.0'
35.0'
40.0'
40.0'
18.0'
20.5'
13.0'
20.5'
22.0'
SIG.
HEAD
SIGN
-----
-----
8.0'
VIDEO
SHAFT
MOUNTING
HEIGHT
-----
-----
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
35.0'
40.0'
40.0'
VIDEO
HUBHUB
EVPSIGN
2.0'
2.0'
2.0'
2.0'
2.0'
2.0'
2.0'
2.0'
BRACKET
-----
-----
-----
-----
-----
-----
-----
-----
4.0'
4.0'
6.0'
4.0'
4.0'
4.0'
6.0'
4.0'
BRACKET
SIGN
BRACKET
SIGN
BRACKET
SIGN
BRACKET
-----
-----
40.0'
40.0'
-----
-----
4.) ALL DIMENSIONS SHOWN ARE IN INCHES.
PRICE BID FOR THE PAY ITEM TRAFFIC CONTROL SIGNAL SYSTEM (SYSTEM).
3.) ALL COSTS TO PROVIDE AND INSTALL MAST ARM MOUNTED SIGN PANELS SHALL BE INCLUDED IN THE UNIT
2.) COLOR - WHITE LEGEND AND BORDER ON GREEN BACKGROUND. ALL SIGNING SHALL USE DG3 SIGN SHEETING.
1.) SEE SIGNAL MAST ARM DETAIL SHEET FOR SIGN MOUNTING PLATE LOCATIONS.
NOTES:
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
114
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
AA
27" DIA.
17" DIA. BOLT CIRCLE
(NO SCALE)
MAST ARM SIGNAL POLE FOUNDATION
SEC. A-A
CONCRETE SHALL BE MIX 3G52 OR EQUAL
COMPLETE WITH LEVELING NUTS.
PER ASTM F1554, GRADE 105, EACH
4 - 2" X 96"
MINIMUM ANCHOR BOLTS:
3' DIA.
1/2" RADIUS
GROUND LINE
EXISTING OR PROPOSED
SHOWN IN THE PLANS.
BE OF THE SIZE AND NUMBER
RIGID STEEL CONDUIT SHALL
LAPPED 5" OR BUTT WELDED
9 - 1/2" � X 27" DIA. CIRCLES
OPPOSITE
2 - 1/2" � X 11' DIAMETRICALLY
14 - 1/2" � X 9' 3"
FASTENED OR WELDED TOGETHER.
REINFORCEMENT SHALL BE SECURELY
DEFORMED BARS. THE
STEEL REINFORCEMENT SHALL BE
NOTE:
3" MIN., 5" MAX
10' MIN.3" PROJECTION OF RSC
10" PROJECTION OF BOLTS
6" MIN.
3"
GRADE 5
7/16" X 2"
LOCKING BOLTS
JAM NUT
BY POLE MFG"R.
1/2" DIMPLE (2)
NIPPLE
CLOSE
O RING
FLANGE
4-3/4"
NOM.
1-1/2"
PIPE NIPPLE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
HOLES
THREADED
(4) 15/32"
TUBE
PVC
5-1/2"
POLE MFG'R.
POLE HUB BY
C
5-3/4"
4-3/4"
BOLTS 1/2"
LOCKING
WASHER
1/2" LOCK
(BY POLE MFG'R.)
1/2" DIMPLE (2)
NOM.
1-1/2"
PIPE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
MFG'R.)
(BY POLE
POLE HUB
MFG'R.)
(BY POLE
POLE
HOLES
THREADED
(4) 1/2"
SIGNAL MOUNT)
HOLES (FOR
1" SLOTTED
(4) 7/16" X
FLANGE
PIPE
3 1/2"
THREADED HUB AND FLANGE POLE ADAPTER
EXTENDED THREADED POLE ADAPTER
MAST ARM
13'-2"10'-0"PLUMBIZER MOUNT ANGLE MOUNT CAP
ANGLE & STRAIGHT
TYPICAL SIGNAL POLE MOUNTING
ADAPTER
FLANGE POLE
THREADED HUB &SECTION HEADSWITH 4USE SPACERS3'-6"ABOVE LANDINGUNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
PUSHBUTTON
PEDESTRIAN
INSTRUCTIONS)
MOUNTING
(MANUFACTURERS
MOUNT ADAPTOR
BUTTON POLE
APS PUSH
WIRE
HOLE FOR
DRILL 1/2"
ADAPTERS
THREADED POLE
USE EXTENDED
HEAD ASSEMBLIES
SECTION CLUSTER
WHEN MOUNTING 5
SEE STANDARD PLATE NUMBER 8124A FOR ADDITIONAL SIGNAL POLE DETAILS.
NOTES:
OPENING
ACCESS
1/2" NUT
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
115
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
360 CAMERA WIRING AND MOUNTING DETAIL
OF THE ENGINEER.
INSTRUCTIONS. ADJUST AND LEVEL CAMERAS TO THE SATISFACTION
INSTALL CAMERAS IN ACCORDANCE WITH THE MANUFACTURER'S
17'19'9"
8'
360 CAMERA
NOTES:
TRAFFIC SIGNAL POLE UPRIGHT
TRAFFIC SIGNAL TRANSFORMER BASE
TRAFFIC SIGNAL MAST ARM
18'0"
360 DEGREE CAMERA MOUNTING
5' GALVANIZED STEEL
SCHED. 80 PIPE
CAMERA
MOUNTING BELL
NPS THREADS FOR
NPT THREADS
COUPLINGS
1 1/2" WELDED HALF
5'15'AND REMOVABLE COVER
3"X5" ACCESS OPENING
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
116
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
SAMPLE TABLE
SECTION A-APLAN VIEW
V-CURB
6" WIDE LANDING
4' MIN.
A
A
9"
11
8
D
9
6
7
10
5
8
7
12
11
9"
12
B
A CCROSSWALKCROSSWALK
WALKWALK
BLVD
CROSSWALK CROSSWALKWALK
BLVD
C&G
DEPRESSED CORNERTWIN PERPENDICULARS
NOTES:
D -
C -
B -
A - WALKSURFACE
WALKABLE
NON-
PB2-1
PB4-2
LANDING
WALK
CONCRETE
WHEN PUSHBUTTONS ARE AT THE TOP OF A RAMP
THIS TYPICAL DETAIL APPLIES TO DESIGNS C&GC&GV-CURB
6" WIDE
C&G
APS PEDESTRIAN PUSHBUTTON LOCATIONAPS PUSHBUTTON STATION
WHEN PUSHBUTTONS ARE AT THE BOTTOM OF A RAMP
THIS TYPICAL DETAIL APPLIES TO DESIGNS
(SADDLE ADAPTORS)
MOUNTING SPACERS
APS PUSHBUTTON
STATION
PUSHBUTTON
SIGNAL CONTROL POINTS
LANDING (FT)
FRONT OF
DISTANCE TO
LANDING (FT)
BACK OF
DISTANCE TO
B
DC
A
Y
-
--
-
XSIGNAL NO.
PB2-1
PB4-2
LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL
CLEAR DISTANCE FROM THE PUSHBUTTON TO THE BACK OF
EDGE OF DOMES IN THE DIRECTION OF TRAVEL
DISTANCE MEASURED FROM THE PUSHBUTTON TO THE OUTSIDE
BACK OF LANDING/EDGE OF WALK
CLEAR DISTANCE MEASURED FROM THE PUSHBUTTON TO THE
OF LANDING/TOP OF RAMP
DISTANCE MEASURED FROM THE PUSHBUTTON TO THE FRONT
BASE
BREAKAWAY
CIRCLE
6" BOLT
RODS
ANCHOR
MINIMUM 4" THICK COMPACTED AGGREGATE BEDDING
RIGID STEEL CONDUIT SWEEP
PROJECTIONS
FOLLOW MANUFACTURER'S INSTRUCTIONS FOR ANCHOR ROD
SYSTEM FOUND ON THE MnDOT APL FOR SIGNALS
INSERT FOUR ANCHOR RODS USING ADHESIVE ANCHORING
BOLT
CABLE TETHER
�
18" DIAMETERABOVE SIDEWALK LANDING AREA4
3
2
1
3F52 OR EQUAL
CONCRETE MIX15"AREA
LANDING
SIDEWALK
PUSHBUTTON
SILICONE BEAD
1
SIGN
UNIT WITH
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
SPUN FINISHED
(SCHEDULE 40 ALUMINUM - 48" LENGTH)
4" TRADE SIZE DIAMETER ALUMINUM SHAFT
FOR WIRES
" HOLE43DRILL 3' 6" 1" RIGID STEEL CONDUIT
1V:2H SLOPE
BELL (2"±½" PROJECTION)
1" RIGID STEEL CONDUIT WITH END
3
2
1
ALUMINUM DOME CAP
4
4
7"±
PLACEMENT
ANCHOR ROD
THREADED INSERT
HOLES FOR BLIND
"6425DRILL
" RADIUS21
(ROUNDED) EDGE ON BOTH ENDS
SPEC. 3385.2B AND CHAMFERED
STEEL ROD IN ACCORDANCE WITH
" GALVANIZED41"±21⅝" UNC X 7 1:11:112"
12"
12"
9"3"
18"
INTEGRAL PUSHBUTTON STATION WITH V-CURB
6" WIDE V-CURB
MATCH HEIGHT OF ADJACENT
18" WIDE CONCRETE;
12"
42"
WALK
TOP OF
CONCRETE SURFACE.
EDGE OF THE CROSSWALK SO USERS DEPARTING FROM THE PUSHBUTTON WILL TRAVERSE A
CONSTRUCT AN 8%-10% WALKABLE CONCRETE FLARE WHEN THE PUSHBUTTON IS OFFSET FROM THE
POSITION PUSHBUTTON 2' MINIMUM FROM CURB RAMP GRADE BREAK AND BACK OF SIDEWALK.
FOUNDATIONS, SIGNAL CABINETS, OR ANOTHER PUSHBUTTON.
BETWEEN A PUSHBUTTON AND ANY OBSTRUCTIONS, INCLUDING BUILDINGS, V-CURB, ELECTRICAL
A MAR REQUIRES A 6' MINIMUM CLEAR DISTANCE FOR SIDEWALKS (10' FOR SHARED-USE PATHS)
PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL PURPOSES.
POSITION PUSHBUTTONS AT LEAST 10' APART (PUSHBUTTON FACE TO PUSHBUTTON FACE).
MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS.
MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSHBUTTON STATIONS SHOULD BE 4'
POSITION PUSHBUTTONS BETWEEN 1.5' AND 10' FROM THE BACK OF CURB OR EDGE OF ROADWAY,
MEASURED PERPENDICULARLY FROM EXTENSION OF CROSSWALK.
POSITION PUSHBUTTONS WITHIN 5' OF THE OUTSIDE EDGE OF THE CROSSWALK. DISTANCE IS
MAXIMUM SLOPE IN ALL DIRECTIONS.
CONSTRUCT A MINIMUM 4'x4' LANDING AREA ADJACENT TO EACH PUSHBUTTON, WITH A 2%
POSITION THE FACE OF THE PUSHBUTTON PARALLEL WITH THE OUTSIDE EDGE OF THE CROSSWALK.
PIPE THREAD (NPT) AS REQUIRED AT END OF PIPE
NOMINAL 4" AMERICAN NATIONAL STANDARD TAPER
AND MOUNTING HARDWARE
APL UNDER SIGNALS/PEDESTRIAN PUSHBUTTONS
APS PUSHBUTTON BASE LISTED ON THE MnDOT
"414
6" MIN.12" MIN.
PUSHBUTTON STATION FOUNDATION FORMING
NOTES:
9
8
7
6
5
10
11
12
MATERIALS THAT MATCHES THE COLOR OF THE NEAREST EDGE LINE.
FURNISH AND INSTALL 3" WIDE TUBULAR DELINEATOR/MARKER SHEETING FROM MnDOT'S APL FOR SIGNING/SHEETING
INSTALLATION INSTRUCTIONS.
FURNISH AND INSTALL THE MANUFACTURER-PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE MANUFACTURER'S
PUSHBUTTON FOUNDATION.
ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM OF 9" FROM THE CENTER OF THE
FOUNDATION IS NOT LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK.
PROVIDE 1V:2H SLOPE GRADING 360 DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE
COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING.
GRADE WHERE THE 6" MINIMUM SIDEWALK DEPTH TRANSITIONS TO THE 12" MINIMUM FOUNDATION DEPTH. MAINTAIN THE
THE PUSHBUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK. PROVIDE A 1V:2H SLOPE
APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSHBUTTON UNIT WHERE IT CONTACTS THE 4" SHAFT.
"-20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH-ON ANTI-SEIZE COMPOUND TO BOLTS BEFORE ASSEMBLY.41USE APS
FURNISH AND INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL.
PLUMB AND LEVEL APS PUSHBUTTON STATIONS, AND TIGHTEN ANCHOR RODS IN ACCORDANCE WITH CONTRACT DOCUMENTS.
ORIENT THE BASE ACCESS OPENING DIRECTLY BELOW THE APS BUTTON.
POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSHBUTTON UNIT TO THE SHAFT.
MOUNT THE BUTTON SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A TIGHTENED
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
117
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
C
FRONT ELEVATION
CAPPED AND VENTED ROOF
HINGE (TYPICAL)
CIRCUIT BREAKERS
CUTOUT PROVISIONS FOR
DEAD FRONT LATCH
HINGED DEAD FRONT DOOR
LUMINAIRE TEST SWITCH
LARGE - 5" W X 6 3/4" H
SMALL - 4" W X 5 3/4" H
BACKUP BYPASS SWITCH
PROVISIONS FOR BATTERY
TWO (2) CUTOUT
SWING DOWN PLATE
POLICE LOCK WITH
PADLOCKING PROVISIONS
3PT LATCH WITH
HINGED FRONT DOOR
STEEL SCREEN BACKING
PERFORATED STAINLESS
4" LOUVERED VENTS WITH
ALUMINUM BASE FRAME
23"16"54 1/2"4"60"27"
TYPICAL SERVICE CABINET DETAILS FULL BATTERY BACKUP
(DOOR REMOVED)
FRONT ELEVATION
ENCLOSED PHOTOELECTRIC CELL
LOAD CENTER CIRCUIT BREAKERS
2PT TERMINAL BLOCK
GROUND BUS
4P CONTACTOR
LUMINAIRE TEST SWITCH
NEUTRAL BUS
3PT TERMINAL BLOCK
BATTERY BACKUP BYPASS SWITCH
ADJUSTABLE REMOVABLE SHELF
3" WIDE LOAD POWER WIRE WAY
LINE AND LOAD POWER
ALUMINUM BARRIER BETWEEN
ADJUSTABLE REMOVABLE SHELF
RACK STANDARD
ADJUSTABLE REMOVABLE SHELF21"5"39 1/4"56 3/4" WINDOW
CONTROL VIEWING
PHOTOELECTRIC
METER SOCKET (BY OTHERS)
HINGE (TYPICAL)
HINGED BACK DOOR
LINE AND LOAD POWER
ALUMINUM BARRIER BETWEEN
WIRE WAY WITH COVER
3" WIDE LINE POWER
SWING DOWN PLATE
POLICE LOCK WITH
PADLOCKING PROVISIONS
3PT LATCH WITH
BACK ELEVATION
13"10"4"32"34 1/2"RIGHT SIDE ELEVATION
VIEWING WINDOW
PHOTOELECTRIC CONTROL
METER (BY OTHERS)
UNISTRUT RAILS
17"
15"
19"
WITH OPEN BOTTOM
ALUMINUM BASE FRAME
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2 1/2"
3 1/2"
16"
19"
23"1 1/2"12"14"17"SERVICE CABINET BASE DETAILS
SERVICE CABINET SHELF DETAILS
GROMMETS FOR WIRING
THREE (3) 2" DIA. HOLES WITH
SLIDING RACK BRACE
17" X 2" ADJUSTABLE
17 1/4"1"13 1/4"2"PHOTOCELL
TOGGLE SWITCH
TEST BY-PASS
CONTROL POWER
LUMINAIRE
AUTO
TEST 2 1
34
NEUTRAL BUS
CABINET
TO SIGNAL
ROD
GROUND
NEUTRAL BUSMAIN SERVICE, 120/240V, SINGLE PHASE, 3 WIRE
FEED POINT WIRING DIAGRAM
L1 N L2
C
STREET LIGHTS METERED POWER
SIGNAL CONTROLLER CABINET
SIGNAL SERVICE METERED POWER TO
3/C #18 TO SIGNAL CONTROLLER CABINET
CAT-5 TO SIGNAL CONTROLLER CABINET
CAT-5 TO SIGNAL CONTROLLER CABINET
30A/4P
CONTACTOR
CONTROL 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
60A/1P
CIRCUIT BREAKER
TB2 (60 AMP)GROUND BUSBATTERIES
UPS
SYSTEM
BATTERY BACK-UP
AC OUT
NEU
GND
AC IN
3/C #18
CAT-5
CAT-5
100A/2P
MAIN
CONTROL CELL.
9. PROVIDE CLEARANCE TO INSTALL OR REMOVE THE PHOTOELECTRIC
WITHIN THE CABINET.
8. PROVIDE A PHOTOELECTRIC CONTROL CELL AND LUMINAIRE TEST SWITCH
7. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL.
AGE.
MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR
WITH NUMBER" OR "FUTURE"). ALL CIRCUIT BREAKERS SHALL BE CLEARLY
WITH THE LOAD WHICH IT IS CARRYING (E.G. "SIGNALS", "LUMINAIRE
CLEARLY MARKED WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED
6. THE CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 HZ, AND SHALL BE
SOURCES AND SHALL NORMALLY FACE NORTH OR EAST.
CABINET, ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE LIGHT
TOP SECTION OF THE CABINET AND ON THE LEFT OR RIGHT SIDE OF THE
PLASTIC PHOTOELECTRIC CONTROL VIEWING WINDOW. LOCATED IN THE
5. PROVIDE A 2" DIA. WEATHERPROOF AND VANDAL RESISTANT CLEAR
TO FORM A COMPLETE SEAL WITH THE ENCLOSURE.
4. BOTH DOOR OPENINGS SHALL BE PROVIDED WITH A NEOPRENE GASKET
SWING DOWN PLATE. PROVIDE ONE (1) KEY.
WITH A STANDARD POLICE LOCK COMPLETE WITH A NUMBER 2 KEY AND
WITH NON-CORRODING TAMPERPROOF CARRIAGE BOLTS AND SECURED
3. THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE
CONSTRUCTION.
2. ALL HINGES, HINGE PINS AND LOCKS SHALL BE OF NON-CORRODING
EXTERNAL THIRTY (30) MINUTE CLEAR ANODIZED FINISH.
CABINET, BOTH INSIDE AND OUTSIDE, SHALL BE PROTECTED WITH AN
OUTDOOR WEATHERPROOF SERVICE. AFTER FABRICATION, THE SERVICE
1. EACH SERVICE CABINET SHALL BE FABRICATED FROM 1/8" ALUMINUM FOR
BACK-UP EQUIPMENT.
19. THE SERVICE CABINET SHALL BE SUPPLIED AND INSTALLED WITH BATTERY
SEE THE EQUIPMENT PAD DETAIL SHEETS FOR ADDITIONAL DETAILS.
18. ONE (1) SERVICE CABINET SHALL BE INSTALLED ON EACH EQUIPMENT PAD,
DETAILS.
17. SEE THE EQUIPMENT PAD DETAIL SHEET FOR TYPICAL ANCHOR ROD
TIA/EIA 3100 STANDARDS.
16. THE 19" RACK IN THE BASE OF THE CABINET SHALL BE CONSTRUCTED TO
TO THE SIDES OF THE SERVICE CABINET.
FOR THREE (3) ADJUSTABLE AND REMOVABLE SHELVES SHALL BE MOUNTED
15. UNISTRUT RAILS (#A400EA OR EQUIVALENT) USED FOR SHELF SUPPORTS
1/2" GAP FOR DRAINAGE.
CORNER HOLE/SLOTS TO ACCOMMODATE THE ANCHOR RODS. PROVIDE A
SHALL CONSIST OF FOUR (4) STRIPS, SIZED TO FIT THE BASE INCLUDING
THE CONCRETE FOUNDATION AND THE SERVICE CABINET. THE GASKET
14. A 1/2" THICK SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED BETWEEN
LUMINAIRES AT EACH INTERSECTION.
13. SEE THE INTERSECTION LAYOUT FOR THE REQUIRED NUMBER OF
WITH U.L. STANDARDS.
12. EACH SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE
OUTDOOR USE.
FOR USE AS SERVICE ENTRANCE EQUIPMENT" AND APPROVED FOR
11. EACH SERVICE CABINET SHALL BE U.L. LISTED AND LABELED AS "SUITABLE
APPROVED DUCT SEAL.
10. ALL CONDUIT ENTERING THE FOUNDATION SHALL BE SEALED WITH AN
CONSTRUCTION NOTES
MECHANICAL BYPASS
RINGLESS SOCKET WITH
5 TERMINAL 200 AMP
METER SOCKET
SIGNAL SYSTEM A
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
118
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
C
FRONT ELEVATION
CAPPED AND VENTED ROOF
HINGE (TYPICAL)
CIRCUIT BREAKERS
CUTOUT PROVISIONS FOR
DEAD FRONT LATCH
HINGED DEAD FRONT DOOR
LUMINAIRE TEST SWITCH
LARGE - 5" W X 6 3/4" H
SMALL - 4" W X 5 3/4" H
BACKUP BYPASS SWITCH
PROVISIONS FOR BATTERY
TWO (2) CUTOUT
SWING DOWN PLATE
POLICE LOCK WITH
PADLOCKING PROVISIONS
3PT LATCH WITH
HINGED FRONT DOOR
STEEL SCREEN BACKING
PERFORATED STAINLESS
4" LOUVERED VENTS WITH
ALUMINUM BASE FRAME
23"16"54 1/2"4"60"27"
TYPICAL SERVICE CABINET DETAILS FULL BATTERY BACKUP READY
(DOOR REMOVED)
FRONT ELEVATION
ENCLOSED PHOTOELECTRIC CELL
LOAD CENTER CIRCUIT BREAKERS
2PT TERMINAL BLOCK
GROUND BUS
4P CONTACTOR
LUMINAIRE TEST SWITCH
NEUTRAL BUS
3PT TERMINAL BLOCK
BATTERY BACKUP BYPASS SWITCH
ADJUSTABLE REMOVABLE SHELF
3" WIDE LOAD POWER WIRE WAY
LINE AND LOAD POWER
ALUMINUM BARRIER BETWEEN
ADJUSTABLE REMOVABLE SHELF
RACK STANDARD
ADJUSTABLE REMOVABLE SHELF21"5"39 1/4"56 3/4" WINDOW
CONTROL VIEWING
PHOTOELECTRIC
METER SOCKET (BY OTHERS)
HINGE (TYPICAL)
HINGED BACK DOOR
LINE AND LOAD POWER
ALUMINUM BARRIER BETWEEN
WIRE WAY WITH COVER
3" WIDE LINE POWER
SWING DOWN PLATE
POLICE LOCK WITH
PADLOCKING PROVISIONS
3PT LATCH WITH
BACK ELEVATION
13"10"4"32"34 1/2"RIGHT SIDE ELEVATION
VIEWING WINDOW
PHOTOELECTRIC CONTROL
METER (BY OTHERS)
17"
15"
19"
WITH OPEN BOTTOM
ALUMINUM BASE FRAME
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2 1/2"
3 1/2"
16"
19"
23"1 1/2"12"14"17"SERVICE CABINET BASE DETAILS
SERVICE CABINET SHELF DETAILS
GROMMETS FOR WIRING
THREE (3) 2" DIA. HOLES WITH
SLIDING RACK BRACE
17" X 2" ADJUSTABLE
17 1/4"1"13 1/4"2"PHOTOCELL
TOGGLE SWITCH
TEST BY-PASS
CONTROL POWER
LUMINAIRE
AUTO
TEST 2 1
34
NEUTRAL BUS
CABINET
TO SIGNAL
ROD
GROUND
NEUTRAL BUSMAIN SERVICE, 120/240V, SINGLE PHASE, 3 WIRE
FEED POINT WIRING DIAGRAM
L1 N L2
C
STREET LIGHTS METERED POWER
SIGNAL CONTROLLER CABINET
SIGNAL SERVICE METERED POWER TO
30A/4P
CONTACTOR
CONTROL 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
LUMINAIRE 15A/1P
60A/1P
CIRCUIT BREAKER
TB2 (60 AMP)GROUND BUSUPS
SYSTEM
BATTERY BACK-UP
AC OUT
NEU
GND
AC IN
100A/2P
MAIN
CONTROL CELL.
9. PROVIDE CLEARANCE TO INSTALL OR REMOVE THE PHOTOELECTRIC
WITHIN THE CABINET.
8. PROVIDE A PHOTOELECTRIC CONTROL CELL AND LUMINAIRE TEST SWITCH
7. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL.
AGE.
MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR
WITH NUMBER" OR "FUTURE"). ALL CIRCUIT BREAKERS SHALL BE CLEARLY
WITH THE LOAD WHICH IT IS CARRYING (E.G. "SIGNALS", "LUMINAIRE
CLEARLY MARKED WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED
6. THE CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 HZ, AND SHALL BE
SOURCES AND SHALL NORMALLY FACE NORTH OR EAST.
CABINET, ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE LIGHT
TOP SECTION OF THE CABINET AND ON THE LEFT OR RIGHT SIDE OF THE
PLASTIC PHOTOELECTRIC CONTROL VIEWING WINDOW. LOCATED IN THE
5. PROVIDE A 2" DIA. WEATHERPROOF AND VANDAL RESISTANT CLEAR
TO FORM A COMPLETE SEAL WITH THE ENCLOSURE.
4. BOTH DOOR OPENINGS SHALL BE PROVIDED WITH A NEOPRENE GASKET
SWING DOWN PLATE. PROVIDE ONE (1) KEY.
WITH A STANDARD POLICE LOCK COMPLETE WITH A NUMBER 2 KEY AND
WITH NON-CORRODING TAMPERPROOF CARRIAGE BOLTS AND SECURED
3. THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE
CONSTRUCTION.
2. ALL HINGES, HINGE PINS AND LOCKS SHALL BE OF NON-CORRODING
EXTERNAL THIRTY (30) MINUTE CLEAR ANODIZED FINISH.
CABINET, BOTH INSIDE AND OUTSIDE, SHALL BE PROTECTED WITH AN
OUTDOOR WEATHERPROOF SERVICE. AFTER FABRICATION, THE SERVICE
1. EACH SERVICE CABINET SHALL BE FABRICATED FROM 1/8" ALUMINUM FOR
UPS/RBMS.
ALL ITEMS EXCEPT FOR THE UPS, RBMS, BATTERIES AND CABLING FOR THE
19. THE SERVICE CABINET SHALL BE BATTERY BACK-UP READY WHICH INCLUDES
SEE THE EQUIPMENT PAD DETAIL SHEETS FOR ADDITIONAL DETAILS.
18. ONE (1) SERVICE CABINET SHALL BE INSTALLED ON EACH EQUIPMENT PAD,
DETAILS.
17. SEE THE EQUIPMENT PAD DETAIL SHEET FOR TYPICAL ANCHOR ROD
TIA/EIA 3100 STANDARDS.
16. THE 19" RACK IN THE BASE OF THE CABINET SHALL BE CONSTRUCTED TO
TO THE SIDES OF THE SERVICE CABINET.
FOR THREE (3) ADJUSTABLE AND REMOVABLE SHELVES SHALL BE MOUNTED
15. UNISTRUT RAILS (#A400EA OR EQUIVALENT) USED FOR SHELF SUPPORTS
1/2" GAP FOR DRAINAGE.
CORNER HOLE/SLOTS TO ACCOMMODATE THE ANCHOR RODS. PROVIDE A
SHALL CONSIST OF FOUR (4) STRIPS, SIZED TO FIT THE BASE INCLUDING
THE CONCRETE FOUNDATION AND THE SERVICE CABINET. THE GASKET
14. A 1/2" THICK SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED BETWEEN
LUMINAIRES AT EACH INTERSECTION.
13. SEE THE INTERSECTION LAYOUT FOR THE REQUIRED NUMBER OF
WITH U.L. STANDARDS.
12. EACH SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE
OUTDOOR USE.
FOR USE AS SERVICE ENTRANCE EQUIPMENT" AND APPROVED FOR
11. EACH SERVICE CABINET SHALL BE U.L. LISTED AND LABELED AS "SUITABLE
APPROVED DUCT SEAL.
10. ALL CONDUIT ENTERING THE FOUNDATION SHALL BE SEALED WITH AN
CONSTRUCTION NOTES
MECHANICAL BYPASS
RINGLESS SOCKET WITH
5 TERMINAL 200 AMP
METER SOCKET
(FUTURE)
UNISTRUT RAILS
SIGNAL SYSTEM B
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
119
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
PLAN VIEW
SEE SIGNAL PLAN LAYOUT FOR ADDITIONAL INFORMATION
NOT TO SCALE FOR ILLUSTRATION ONLY
TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET
(NO SCALE)
SERVICE CABINET
AND
CONTROLLER CABINET
TYPICAL ANCHOR ROD LOCATION
CABINET
SERVICE
CONTROLLER CABINET
CONCRETE PAD
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2 1/2"
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2"
11"
14"
11"
6"
41"15"16"
6"
8 3/4"
18 1/2"
8 3/4"
(NO SCALE)
SERVICE CABINET
AND
CONTROLLER CABINET
TYPICAL ANCHOR ROD
3"
18"
3"
13 UNC-2A
3/4" DIA. BOLT
AND FLAT WASHER
HEAVY HEX NUT
563 ASSEMBLED AFTER ROD PLATING.
HEAVY HEX NUT AND FLAT WASHER, ASTM, A-
3. RODS TO BE SUPPLIED WITH GALVANIZED
RUN FREE AFTER PLATING.
2. HOT DIP GALVANIZE FULL LENGTH. NUTS SHALL
DIA. X 21" LONG BEFORE BENDING.
1. MATERIAL STEEL SHALL BE ASTM, A-36. 3/4"
NOTES:SIDE VIEW
3'3'
CABINET
CONTROLLER
GROUND LINE
PROPOSED
EXISTING OR
CONCRETE PAD30"
4" MIN. CONCRETE WALK
12"
THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD.
POLE HANDHOLE GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED, BOND
CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED TRAFFIC SIGNAL
THE HAND HOLE INSTEAD OF A 10' GROUND ROD AND PULL A GREEN INSULATED 6 AWG
SUPPLEMENTAL GROUND ROD MAY BE PLACED IN THAT HANDHOLE. USE A 12' GROUND ROD IN
AND NO MORE THAN 10' APART FROM THE GROUND ROD LOCATED IN THE EQUIPMENT PAD, THE
CONNECTIONS. IF A COUNTY TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST 6' APART
ROD ELECTRODES, 6 AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED
SYSTEM DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT FURNISH AND INSTALL 10' GROUND
11. PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE
THEIR BACK TO THE INTERSECTION WHEN WORKING IN THE CABINET.
CABINET. THE CONTROLLER CABINET SHALL NOT BE ORIENTATED SUCH THAT A PERSON HAS
WORKING IN THE CABINET HAS A CLEAR LINE OF SITE TO SEE THE INTERSECTION AND SEE IN THE
10. ORIENT THE CONTROLLER CABINET SUCH THAT WHEN THE CABINET DOOR IS OPENED A PERSON
SURFACE, AS DIRECTED BY THE ENGINEER.
TECHNICIAN WILL STAND WITH THE CABINET OPEN OR ANY FORM OF PAVEMENT OR HARD
THE RSC STUBS. NO RSC STUB SHALL BE TERMINATED UNDER THE CONCRETE WALK WHERE THE
CABINET SHALL BE PERMANENTLY MARKED WITH AN ARROW TO INDICATE THE DIRECTION OF
9. THREAD AND CAP BOTH ENDS OF ALL RSC STUBS. THE CAPS LOCATED WITHIN THE CONTROLLER
SHOWN.
CONFLICT WITH THE CONTROLLER CABINET OR THE CONTROLLER CABINET DOOR OPEN AS
8. THE SERVICE CABINET DOORS SHALL FACE AWAY FROM THE CONTROLLER CABINET TO AVOID
EXISTING OR PROPOSED GROUND LINE, AS DIRECTED BY THE ENGINEER.
7. THE CONCRETE PAD ELEVATION SHALL BE ADJUSTED TO MAINTAIN THE 12" CLEARANCE ABOVE THE
DIRECTED BY THE ENGINEER.
6. THE CONCRETE PAD AND THE CONCRETE WALK SHALL BE CONCRETE MIX 3G52 OR EQUAL, AS
BY THE ENGINEER.
5. A CONCRETE SIDEWALK SHALL BE ON THE DOOR SIDE OF THE CONTROLLER CABINET, AS DIRECTED
CONCRETE PAD.
4. CONDUITS WITH BOTH ENDS TERMINATING WITHIN THE PAD SHALL BE INSTALLED WITHIN THE
ETC.). FINAL CONDUIT LOCATIONS, AS DIRECTED BY THE ENGINEER.
INTERFERE WITH THE CABINET FUNCTIONS (CONTROL EQUIPMENT, SUPPORTING MEMBERS,
THE CONDUITS SHALL PROJECT 2" TO 3" ABOVE THE CONCRETE. THE CONDUITS SHALL NOT
CONDUIT FROM THE INSIDE LIP OF THE MOUNTING FLANGE ON THE DOOR SIDE OF THE CABINET.
3. THE LOCATION OF CONDUITS WITHIN THE CONCRETE PAD SHALL BE 6" TO THE CENTER OF THE
AFTER CABLES ARE INSTALLED.
2. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER INSTALLATION AND SEALED
AS DIRECTED BY THE ENGINEER.
1. THE UPPER PART OF THE CONCRETE PAD SHALL BE BEVELED OR CHAMFERED IN A NEAT MANNER,
NOTES:
7"
SERVICE CABINET
CONTROLLER CABINET
2" TO 3"
GROUND LINE
PROPOSED
EXISTING OR
PROJECT 2" - 3" ABOVE CONCRETE
GROUND ROD (5/8" DIA X 15')
FRONT VIEW
SIGNAL SYSTEM A
BASE FRAME
ANGLE IRON FRONT DOOR
GROUND ROD
SERVICE CABINET
2-2" RSC
CONTROLLER CABINET DOOR
INSIDE LIP OF MOUNTING FLANGE
PREFORMED JOINT FILLER
6" TYPICAL
BACK DOOR
8" MIN.
CONCRETE WALK
CONTROLLER CABINET
2" RSC TO HH-1A
2" RSC TO HH-2A
2" RSC TO HH-8A TO SOP-1A
4" RSC TO HH-2A
4" RSC STUB
2" RSC STUB
1" RSC STUB
1 1/4" RSC TO HH-4A (PTZ)
4" RSC TO HH-1A
2-1 1/4" HDPE TO SV-1A
GROUNDING CONDUCTOR
INSULATED STRANDED
6 AWG GREEN
1" RSC
11
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500sgp.dgn3/11/2026SHEETTRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
120
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
SIGNAL SYSTEM B
(NO SCALE)
SERVICE CABINET
AND
CONTROLLER CABINET
TYPICAL ANCHOR ROD LOCATION
CABINET
SERVICE
CONTROLLER CABINET
CONCRETE PAD
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2 1/2"
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2"
11"
14"
11"
6"
41"15"16"
6"
8 3/4"
18 1/2"
8 3/4"
(NO SCALE)
SERVICE CABINET
AND
CONTROLLER CABINET
TYPICAL ANCHOR ROD
3"
18"
3"
13 UNC-2A
3/4" DIA. BOLT
AND FLAT WASHER
HEAVY HEX NUT
563 ASSEMBLED AFTER ROD PLATING.
HEAVY HEX NUT AND FLAT WASHER, ASTM, A-
3. RODS TO BE SUPPLIED WITH GALVANIZED
RUN FREE AFTER PLATING.
2. HOT DIP GALVANIZE FULL LENGTH. NUTS SHALL
DIA. X 21" LONG BEFORE BENDING.
1. MATERIAL STEEL SHALL BE ASTM, A-36. 3/4"
NOTES:SIDE VIEW
3'3'
CABINET
CONTROLLER
GROUND LINE
PROPOSED
EXISTING OR
CONCRETE PAD30"
4" MIN. CONCRETE WALK
12"
THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD.
POLE HANDHOLE GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED, BOND
CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED TRAFFIC SIGNAL
THE HAND HOLE INSTEAD OF A 10' GROUND ROD AND PULL A GREEN INSULATED 6 AWG
SUPPLEMENTAL GROUND ROD MAY BE PLACED IN THAT HANDHOLE. USE A 12' GROUND ROD IN
AND NO MORE THAN 10' APART FROM THE GROUND ROD LOCATED IN THE EQUIPMENT PAD, THE
CONNECTIONS. IF A COUNTY TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST 6' APART
ROD ELECTRODES, 6 AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED
SYSTEM DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT FURNISH AND INSTALL 10' GROUND
11. PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE
THEIR BACK TO THE INTERSECTION WHEN WORKING IN THE CABINET.
CABINET. THE CONTROLLER CABINET SHALL NOT BE ORIENTATED SUCH THAT A PERSON HAS
WORKING IN THE CABINET HAS A CLEAR LINE OF SITE TO SEE THE INTERSECTION AND SEE IN THE
10. ORIENT THE CONTROLLER CABINET SUCH THAT WHEN THE CABINET DOOR IS OPENED A PERSON
SURFACE, AS DIRECTED BY THE ENGINEER.
TECHNICIAN WILL STAND WITH THE CABINET OPEN OR ANY FORM OF PAVEMENT OR HARD
THE RSC STUBS. NO RSC STUB SHALL BE TERMINATED UNDER THE CONCRETE WALK WHERE THE
CABINET SHALL BE PERMANENTLY MARKED WITH AN ARROW TO INDICATE THE DIRECTION OF
9. THREAD AND CAP BOTH ENDS OF ALL RSC STUBS. THE CAPS LOCATED WITHIN THE CONTROLLER
SHOWN.
CONFLICT WITH THE CONTROLLER CABINET OR THE CONTROLLER CABINET DOOR OPEN AS
8. THE SERVICE CABINET DOORS SHALL FACE AWAY FROM THE CONTROLLER CABINET TO AVOID
EXISTING OR PROPOSED GROUND LINE, AS DIRECTED BY THE ENGINEER.
7. THE CONCRETE PAD ELEVATION SHALL BE ADJUSTED TO MAINTAIN THE 12" CLEARANCE ABOVE THE
DIRECTED BY THE ENGINEER.
6. THE CONCRETE PAD AND THE CONCRETE WALK SHALL BE CONCRETE MIX 3G52 OR EQUAL, AS
BY THE ENGINEER.
5. A CONCRETE SIDEWALK SHALL BE ON THE DOOR SIDE OF THE CONTROLLER CABINET, AS DIRECTED
CONCRETE PAD.
4. CONDUITS WITH BOTH ENDS TERMINATING WITHIN THE PAD SHALL BE INSTALLED WITHIN THE
ETC.). FINAL CONDUIT LOCATIONS, AS DIRECTED BY THE ENGINEER.
INTERFERE WITH THE CABINET FUNCTIONS (CONTROL EQUIPMENT, SUPPORTING MEMBERS,
THE CONDUITS SHALL PROJECT 2" TO 3" ABOVE THE CONCRETE. THE CONDUITS SHALL NOT
CONDUIT FROM THE INSIDE LIP OF THE MOUNTING FLANGE ON THE DOOR SIDE OF THE CABINET.
3. THE LOCATION OF CONDUITS WITHIN THE CONCRETE PAD SHALL BE 6" TO THE CENTER OF THE
AFTER CABLES ARE INSTALLED.
2. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER INSTALLATION AND SEALED
AS DIRECTED BY THE ENGINEER.
1. THE UPPER PART OF THE CONCRETE PAD SHALL BE BEVELED OR CHAMFERED IN A NEAT MANNER,
NOTES:
7"
SERVICE CABINET
CONTROLLER CABINET
2" TO 3"
GROUND LINE
PROPOSED
EXISTING OR
PROJECT 2" - 3" ABOVE CONCRETE
GROUND ROD (5/8" DIA X 15')
FRONT VIEW
PLAN VIEW
SEE SIGNAL PLAN LAYOUT FOR ADDITIONAL INFORMATION
NOT TO SCALE FOR ILLUSTRATION ONLY
TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET
BASE FRAME
ANGLE IRON FRONT DOOR
GROUND ROD
SERVICE CABINET
2-2" RSC
CONTROLLER CABINET DOOR
INSIDE LIP OF MOUNTING FLANGE
PREFORMED JOINT FILLER
6" TYPICAL
BACK DOOR
8" MIN.
CONCRETE WALK
CONTROLLER CABINET
2" RSC TO HH-1B
2" RSC TO HH-2B
2" RSC TO HH-7B TO SOP-1B
4" RSC TO HH-2B
4" RSC STUB
2" RSC STUB
1" RSC STUB
1 1/4" RSC TO HH-4B (PTZ)
4" RSC TO HH-1B
2-1 1/4" HDPE TO SV-1B
GROUNDING CONDUCTOR
INSULATED STRANDED
6 AWG GREEN
1" RSC
11
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
121
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
TEMPORARY SIGNAL PLAN LAYOUT LEGEND
(1)
ITEM DESCRIPTION UNIT TOTAL
SYSTEM
NOTES
TEMPORARY SIGNAL SYSTEM A 1
TABULATION OF ESTIMATED QUANTITIES
(1) SEE SPECIAL PROVISIONS.
(1)SYSTEM TEMPORARY SIGNAL SYSTEM B 1
INPLACE CONTROLLER CABINET
INPLACE HANDHOLE
PEDESTRIAN INDICATION
SIGNAL PHASE AND FACE NUMBER
SIGNAL FACE WITH BACKGROUND SHIELD
CONTROLLER CABINET AND SERVICE
40' WOOD SERVICE POLE WITH OPTIONAL
LUMINAIRE SHAFT EXTENSION AS NOTED
DISCONNECT ON ONE CONCRETE PAD
SOURCE OF POWER
PAD MOUNTED
POLE MOUNTED
SIGNAL INTERCONNECT SPLICE VAULT
INPLACE SOURCE OF POWER
PAD MOUNTED
POLE MOUNTED
METER AND DISCONNECT
EMERGENCY VEHICLE PREEMPTION (EVP) ONE-WAY
LUMINAIRE
APS PUSH BUTTON STATION
PORTABLE SIGNAL ASSEMBLY WITH PUSH BUTTONS
INPLACE SERVICE CABINET WITH
PVC HANDHOLE WITH METAL COVER
TRAFFIC MANAGEMENT CAMERA
VIDEO DETECTION CAMERA AND
CABINET WITH METER AND
SOP
HH
CAC
HH
SOP
2-1
CAC
PBS
SV
SC
PSA
SC
V
WSP
DOWN GUY WITH EXPANDING ANCHOR
OVERHEAD SPAN WIRE
NON-METALLIC CONDUIT (NMC)
HIGH DENSITY POLYETHYLENE (HDPE)
INPLACE CONDUIT
SIGNAL SYSTEM RIGID STEEL CONDUIT (RSC)
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
122
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKYPLOT NAME:SGP Temp 02 [Sheet]G
Y
R
TYPICAL WOOD SIGNAL POLE DETAIL
(NO SCALE)
LUMINAIRE AS REQUIRED IN PLAN
ON POLE WITH A J-BRACKET
VIDEO DETECTION CAMERA MOUNTED
POLE HEIGHT AS REQUIRED IN PLAN
GROUND WIRE AND CLAMPS
ALTERNATE GUY DESIGN IF REQUIRED
DOWN GUY
DOWN GUY GUARD
GROUND LINE
EXPANDING ANCHOR
HANDHOLE AS REQUIRED IN PLAN
RSC AS REQUIRED IN PLAN
BACKFILL AS DIRECTED BY ENGINEER
METAL COVER
RSC AS REQUIRED IN PLAN
3/8" SPAN WIRE
PLAN
REQUIRED IN
SIGNAL HEADS AS
STAINLESS STEEL TIES
18" HANGER SPACING WITH
3/8" HIGH STRENGTH SPAN WIRE
HEAD TYPICAL
WEATHERPROOF ENTRANCE
8' MAST ARM
18'NOMINAL 35' MOUNTING HEIGHT AND LIGHT
EVP DETECTOR
WIRE ENTRANCE
WOOD POLE MOUNTING
R
Y
G
ARROW
YELLOW
ON FLASHING
YIELD
LEFT TURN
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
123
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
(NOT TO SCALE)
OVERHEAD SIGNAL BRACE DETAIL
(NOT TO SCALE)
E.V.P. OR TRAFFIC DETECTOR WOOD POLE MOUNT
(NOT TO SCALE)
PORTABLE SIGNAL ASSEMBLY FOUNDATIONPORTABLE SIGNAL ASSEMBLY (PSA)
(NO SCALE)
4" POST COLLAR
3' DIA. X 1' THICK CONCRETE
PAINTED YELLOW
POLE AND BASE TO BE
PEDESTRIAN PUSH BUTTON
4 IN. PIPE
ALLOY CHAIN
GRADE 80
STRAIGHT LINK
3/8" WELDED,
REBAR REINFORCING
3' 6"
10'
BAND-IT POLE PLATE
E.V.P. DETECTOR
(ABOVE ROADWAY)
20' MOUNTING HEIGHT
CONNECTION
WATERPROOF
STRAPS
STAINLESS STEEL
(AS REQUIRED)
WEATHERHEAD
NMC RISER AND
WOOD POLE
4" POST COLLAR
#3 REBAR STIRRUPS
GRADE 80 ALLOY CHAIN
3/8" WELDED, STRAIGHT LINK
FOR LIFTING
20" LOOP (BOTH SIDES)
GRADE 80 ALLOY CHAIN
3/8" WELDED, STRAIGHT LINK
3" WIDTH
ACCESS GROOVE
RETENTION BOLT
CHAIN LINKS
THREADED THROUGH
ON 12" SPACING
(1) #3 REBAR STIRRUPS
4" POST COLLAR
1'-0"
3'-0"
AND A WIRE ENTRANCE FITTING.
CLAMP, A BALANCE ADJUSTER,
CONSIST OF A CABLE SUSPENSION
MOUNTING ASSEMBLY SHALL
THE ONE-WAY SPAN WIRE
WIRE ENTRANCE FITTING
MN/DOT APPROVED.
NOTE: TETHER CLAMP SHALL BE
TETHER CLAMP
ALUMINUM ANGLE IRON
(SUPPORT)
3/8" SPAN WIRE
SIGNAL CABLES (AS SHOWN IN PLAN)
SIGNAL HEAD (AS SHOWN IN PLAN)
BACKGROUND SHIELD
S-HOOK 3/8" MIN. (BREAKAWAY)
TURNBUCKLE (5/16" MIN. EYE BOLTS)
CLAMP
(STABILIZER)
3/8" SPAN WIRE WITH SIGNAL TETHER CLAMP
ATTACHED TO SIGNAL HEAD
(1 1/2" X 1 1/2" X 1/4" X 1/4")
ALUMINUM ANGLE IRON
90% PLAN
4.10
M
M M
M
M
M
M
M
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
124
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
CSAH 9 (42ND AVE N)CSAH 102 (DOUGLAS DR)- SOFT RECALL: PHASES 2 AND 6.
- DUAL ENTRY: PHASES 4 AND 8.
PEDESTRIAN PHASE MAY BE USED ON ALL APPROACHES.
- PROTECTED ONLY MODE DURING CONFLICTING
APPROACHES.
- LEADING PEDESTRIAN INTERVAL MAY BE USED ON ALL
- ALL LEFT TURN PHASES MAY BE LEADING OR LAGGING.
MODES.
PROTECTED/PERMISSIVE OR PROTECTED ONLY PHASING
- ALL LEFT TURNS MAY OPERATE IN PERMISSIVE ONLY,
- SIGNAL SYSTEM FLASH MODE SHALL BE ALL RED.
SIGNAL SYSTEM OPERATION
P2-1
Ø2 WALK
Ø6 WALK
8 WALKØØ84 WALKØP6-1
P8-2(NO SCALE)
CONTROLLER PHASING LAYOUT
Ø4(DOUGLAS DR)CSAH 102Ø6
Ø2
CSAH 9
(42ND AVE)P4-1PSA-4AP6-2
PB4-1P8-1PSA-2AP2-2PB8-1PSA-3A
P4-2PB2-1
PB6-2
PSA-4A
PSA-3APB4-2PSA-2A
PB2-2
(DOUGLAS DR)CSAH 102CSAH 9
(42ND AVE)
PSA-1A
PB6-1
PSA-1APB8-2Ø7 + Ø8Ø1 + Ø2
Ø3 + Ø4Ø5 + Ø6
WSP
4A
WSP
1A
WSP
2A
WSP
3A V-1AV-2A
V-4A
V-3ALUM-1A
LUM-2A
LUM-3A
LUM-4A
Ø1 & Ø6 EVP
Ø3 & Ø8 EVPØ4 & Ø7 EVPØ2 & Ø5 EVP TMC-1A5-2
5-1
2-2
2-1 7-27-14-24-11-1
6-2
1-23-26-1 3-18-28-1AND USE FOR TEMPORARY SIGNAL.
- REMOVE EXISTING TMC CAMERA FROM INPLACE SIGNAL
SIGNAL AND USE FOR TEMPORARY SIGNAL.
- REMOVE EXISTING VIDEO DETECTION FROM INPLACE
CONTROLLER CABINET FOR TEMPORARY SIGNAL.
- USE EXISTING SOURCE OF POWER, SERVICE CABINET AND
2- 3/8" SPAN WIRE
WSP-3A TO 1-1
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
2- 7/C #14
2- 3/8" SPAN WIRE
WSP-4A TO 3-1
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
3-1 TO 8-2
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
WSP-3A TO 4-2
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-3A TO WSP-3A
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-4A TO WSP-4A
1- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
6-2 TO WSP-4A
1- 7/C #14
2- 3/8" SPAN WIRE
1-1 TO 6-2
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1- 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
4-2 TO 7-1
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1- 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
2- 7/C #14
2- 3/8" SPAN WIRE
7-1 TO WSP-2A
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-2A TO WSP-2A
8-2 TO WSP-1A
2- 3/8" SPAN WIRE
3- 7/C #14
3- 4/C #14
2- 4/C #14 (PED)
1- 3/C #14
2- 2/C #14 (SHLD)
1- 3/C #14 (LUM)
1- 3/C #18 (VIDEO)
1- 3/C #20 (SHLD)
4- 3/C #14 (LUM)
2" RSC
HH-1A TO SC-1A
2- 3/C #20 (SHLD)
2- 3/C #18 (VIDEO)
2- 3/C #14 (LUM)
4- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14 (PED)
3- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
2-2 TO WSP-2A
2- 3/C #20 (SHLD)
2- 3/C #18 (VIDEO)
2- 3/C #14 (LUM)
4- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14 (PED)
4- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
2-2 TO 5-1
2- 3/C #20 (SHLD)
2- 3/C #18 (VIDEO)
2- 3/C #14 (LUM)
4- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14 (PED)
4- 4/C #14
4- 7/C #14
2- 3/8" SPAN WIRE
5-1 TO WSP-1A
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-1A TO WSP-1A
4- 3/C #20 (SHLD)
4- 3/C #18 (VIDEO)
4- 3/C #14 (LUM)
8- 2/C #14 (SHLD)
4- 3/C #14
8- 4/C #14 (PED)
8- 4/C #14
8- 7/C #14
ENTRANCE HEAD
AND WEATHERPROOF
2-3" RSC WITH RISER
WSP-1A TO HH-1A
4- 3/C #20 (SHLD)
4- 3/C #18 (VIDEO)
8- 2/C #14 (SHLD)
4- 3/C #14
8- 4/C #14 (PED)
8- 4/C #14
8- 7/C #14
2-3" RSC
HH-1A TO CAC-1A
TEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM A
0'
SCALE
40'20'
CAC
1A
HH
1A
WSP
1A
WSP
2A
3A
WSP
WSP
4A
PSA
1A
PSA
2A
PSA
3A
4A
PSA
VVV
VVSC
1A
1- 1/C #10
1- CAT-6 (TMC)
1- 2" RSC
TMC-1A TO WSP-1A TO CAC-1A
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
125
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
BE INCLUDED IN THE UNIT PRICE BID FOR TEMPORARY SIGNAL SYSTEM A (SYSTEM).
21.) ALL WORK AS DETAILED IN NOTES 1 - 20 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE ENGINEER AND ALL COSTS SHALL
OF TEMPORARY SIGNAL SYSTEM.
20.) THE EXISTING CAC, SC AND SOP SHALL BE USED FOR THE TEMPORARY SIGNAL SYSTEM AND SHALL REMAIN INPLACE UNTIL THE REMOVAL
19.) THE CONTRACTOR SHALL TERMINATE FIBER AND MAKE ALL FIBER CONNECTIONS TO THE TEMPORARY SIGNAL SYSTEM.
18.) THE CONTRACTOR SHALL REMOVE THE COMPLETE TEMPORARY SIGNAL SYSTEM, UNLESS NOTED.
TRAFFIC CONTROL SIGNAL SYSTEM.
17.) THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY DAMAGED TRAFFIC SIGNAL COMPONENT THAT IS TO BE RELOCATED TO
16.) ANY ELECTRICAL CABLE SPLICES SHALL BE INTERNAL AND ONLY ALLOWED IN THE TEMPORARY SIGNAL.
DIRECTION THAT THE PEDESTRIAN MOVEMENT IS RESTRICTED.
WHEN THE PEDESTRIAN MOVEMENT IS RESTRICTED. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE R9-3 SIGN FOR EACH
TIMES. THE CONTRACTOR SHALL REMOVE OR DISABLE AND COVER ANY PEDESTRIAN PUSH BUTTONS AND PEDESTRIAN INDICATIONS
15.) THE CONTRACTOR SHALL MAINTAIN SAFE AND FULL PEDESTRIAN ACCESS TO ALL NONRESTRICTED PEDESTRIAN PUSH BUTTONS AT ALL
INCIDENTAL TO THE TEMPORARY SIGNAL SYSTEM.
PORTABLE SIGNAL ASSEMBLIES. RELOCATION MAY BE REQUIRED MULTIPLE TIMES DURING CONSTRUCTION. ALL RELOCATIONS ARE
14.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FREQUENT AND NECESSARY RELOCATION OF ALL OVERHEAD SIGNAL HEADS AND
THE RELOCATIONS OF ALL OVERHEAD SIGNAL HEADS AND PORTABLE SIGNAL ASSEMBLIES.
SHALL CONFORM TO EACH TRAFFIC CONTROL AREA AS REQUIRED. ELECTRICAL CABLES SHALL BE OF SUFFICIENT LENGTH TO FACILITATE
13.) ALL OVERHEAD SIGNAL HEADS AND PORTABLE SIGNAL ASSEMBLES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS, ACTUAL LOCATIONS
ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.
EACH WITH TWO DOWN GUYS COMPLETE WITH GUARD AND EXPANDING ANCHOR. THE LOCATIONS SHOWN ARE APPROXIMATE.
12.) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WOOD SERVICE POLES, WHICH SHALL BE A MINIMUM OF 40' CLASS II WOOD POLES
11.) THE CONTRACTOR SHALL BE FULLY COMPLIANT WITH THE MOST CURRENT MN MUTCD AND NEC AT ALL TIMES.
PHASING AS SHOWN IN THE PLANS.
10.) THE CONTRACTOR SHALL INSTALL ONE EVP DETECTOR WITH CONFIRMATION LIGHT ON WSP-1A, WSP-2A, WSP-3A AND WSP-4A, WITH
9.) THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
COMPANY TO ESTABLISH METER ADDRESS AND BILLING INFORMATION.
TO THE POWER COMPANY. HENNEPIN COUNTY SHALL NOT BE BILLED. THE CONTRACTOR SHALL WORK WITH THE CITY AND THE POWER
8.) THE CITY SHALL BE BILLED FOR ALL TEMPORARY TRAFFIC SIGNAL SYSTEM POWER COSTS AND THE CITY SHALL PAY THOSE COSTS DIRECTLY
THE POWER COMPANY.
7.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM WITH
6.) THE CONTRACTOR SHALL IF REQUIRED RELOCATE THE VIDEO OR EVP DETECTORS.
ORIGINAL CONDITION OR BETTER.
5.) THE CONTRACTOR SHALL PLACE COMMON BACK FILL AND RESTORE ALL DISTURBED TURF, CONCRETE OR BITUMINOUS WALK, ETC. TO IT'S
4.) THE CONTRACTOR SHALL INSTALL ONE VIDEO DETECTION CAMERA ON WSP-1A, WSP-2A, WSP-3A AND WSP-4A.
3.) ONE LED LUMINAIRE SHALL BE FURNISH AND INSTALLED ON WSP-1A, WSP-2A, WSP-3A AND WSP-4A LUMINAIRE SHAFT EXTENSION.
FOR OPERATION AS SHOWN IN THE PLANS.
2.) TWO STANDARD PEDESTRIAN PUSH BUTTONS WITH SIGN R10-3E (9" X 15") SHALL BE INSTALLED ON PSA-1A, PSA-2A, PSA-3A, AND PSA-4A,
1.) SEE DIVISION "SS" OF SPECIAL PROVISIONS FOR MATERIALS PROVIDED BY HENNEPIN COUNTY.
TEMPORARY SIGNAL 1A NOTES:
SIG.
POLE
NO.
FACE
NO.
SIG.
Ø
RED YEL GRN
PED
SIGNAL FACE MOUNT
SPAN WIRE BRACE
POLE MOUNT
POLE MOUNT
5,6
2
8
5,6
7,8
4
2
7,8
1,2
4
1,2
3,4
6
3,4
3-1
1-2
4-2
5-1
3-2
6-2
7-1
5-2
8-2
1-1
7-2
2-2
PLATE 8111E TYPE 2C
LED INDICATIONS
12" INDICATIONS
FYEL
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
6
8
WSP-1A
BRACKET MOUNTING
LOCATION, TYPE, AND
4
2
8
6
TEMPORARY SIGNAL 1A SIGNAL INDICATIONS AND MOUNTING
***
***
***
***
OVERHEAD ON SPAN WIRE
POLE MOUNT P4-1
6-1
4-1
POLE MOUNT P2-1
POLE MOUNT P8-1
2-1
POLE MOUNT P6-1
8-1
P6-2 POLE MOUNT 6 ***
P4-2 POLE MOUNT 4 ***
P2-2 POLE MOUNT 2 ***
P8-2 POLE MOUNT 8 ***
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
1-1 AND 1-2
SIGNAL FACE
3-1 AND 3-2
SIGNAL FACE
5-1 AND 5-2
SIGNAL FACE
7-1 AND 7-2
SIGNAL FACE
Ø1
FYA
Ø2
Ø1
Ø3
Ø3
Ø5
Ø5
Ø7
Ø7
4-SECTION SIGNAL HEAD PHASING WITH FLASHING YELLOW ARROW
FYA
Ø4
FYA
Ø6
FYA
Ø8
PSA-1A
WSP-2A
PSA-2A
WSP-3A
PSA-3A
WSP-4A
PSA-4A
*** INTERNATIONAL SYMBOLS IN A DUAL FACE SINGLE HOUSING WITH PEDESTRIAN COUNTDOWN TIMER.
STANDARD PLATE NO.
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
126
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
INTERCONNECT (48 SM FIBER OPTIC)
CONTROLLER CABINET 1A
14
15
17
16
18
R
BLK/R
BLK
WH
Ø8-DW
Ø8-W
SPARE
NEU
P8-1
19
R
BLK/R
BLK
WH
Ø2-DW
Ø2-W
SPARE
NEU
P2-2
20 BLK
WH PB8-1
22
BLK
WH
G
Ø2 & Ø5 EVP IND
NEU
SPARE
9023
Y
BL
O
Ø2 & Ø5
(-)
(+)
SYS
EVP
90
25
27
28
Ø8-DW
Ø8-W
SPARE
NEU
R
BLK/R
BLK
WH
29
P8-1
33
BLK
WH
G
Ø3 & Ø8 EVP IND
NEU
SPARE
SYS
EVP
Ø3 & Ø8
(-)
(+)
Y
BL
O
34
11
EQG (1/C #6 GRN)
R
BL
WH
BRN
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
Ø6-FYLTA
NEU
5-1
O
Y/BLK
BLK
SPARE
SPARE
R
BLK/R
BLK
WH
NEU
Ø2-RED
Ø2-YEL
Ø2-GRN
2-2
R
BLK/R
BLK
WH
NEU
Ø2-RED
Ø2-YEL
Ø2-GRN
2-1
R
BL
WH
BRN
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
Ø8-FYLTA
NEU
7-2
O
Y/BLK
BLK
SPARE
SPARE
5-2
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
NEU
Ø6-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
NEU
R
BLK/R
BLK
WH
8-2
Ø8-RED
Ø8-YEL
Ø8-GRN
NEU
R
BLK/R
BLK
WH
8-1
Ø8-RED
Ø8-YEL
Ø8-GRN
EQG (1/C #6 GRN)
49
12
REMOTE BATTERY MANAGEMENT SYSTEM (CAT-5)
BATTERY BACKUP SYSTEM (CAT-5)
5
4
10
3
EQG (1/C #6 GRN)
SIGNAL SERVICE (1/C #8)
NEU (1/C #8)
BATTERY BACKUP (3/C #18)
2
BLK
WH
G
BLK
WH
36
38
40
R
BLK/R
BLK
WH
Ø4-DW
Ø4-W
SPARE
NEU
P4-2
41
R
BLK/R
BLK
WH
Ø2-DW
Ø2-W
SPARE
NEU
P2-1
47
1-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
NEU
Ø2-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
6-2
Ø6-RED
Ø6-YEL
Ø6-GRN
R
BL
WH
BRN
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
Ø8-FYLTA
NEU
7-1
O
Y/BLK
BLK
SPARE
SPARE
R
BLK/R
BLK
WH
NEU
Ø4-RED
Ø4-YEL
Ø4-GRN
4-1
11,13-35 2,10
3-5
13 (TO WSP 1A)
6,7,8,9 (TO SC-1A)
INTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE WEST
INTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE SOUTHINTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE EASTINTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE NORTHHH
1A
WH
BLK
R
SERVICE CABINET 1A
LUM 1A
LUM 2A
LUM 3A
LUM 4ABLKWHR1A GR. ROD16
7
8
9 6,7,8,9 (TO HH-1A)1BLK
WH
G
BLK
WH
G
BLK
WH
G
BLK
WH
G
EQUIPMENT GROUND
10
12
REMOTE BATTERY MANAGEMENT SYSTEM
BATTERY BACKUP SYSTEM
5
4
3
BATTERY BACKUP
BLK
WH
G
6-9,11-57 (TO WSP 1A)
21 BLK
WH PB2-2
24
BLK
WH
G
VIDEO DETECTOR 2A
26
3-1
Ø3-RLTA
Ø3-YLTA
Ø3-GLTA
NEU
Ø4-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
Ø6-DW
Ø6-W
SPARE
NEU
R
BLK/R
BLK
WH
30
P6-1
BLK
WHPB8-2
31
BLK
WHPB6-1
32
VIDEO DETECTOR 1A
35
BLK
WH
G
13 CAT-6
TMC CAMERA 1A
48
3-2
Ø3-RLTA
Ø3-YLTA
Ø3-GLTA
NEU
Ø4-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
50
Ø6-RED
Ø6-YEL
Ø6-GRN
6-1
Ø6-DW
Ø6-W
SPARE
NEU
BLK/R
BLK
WH
51
P6-2
R
Ø4-DW
Ø4-W
SPARE
NEU
BLK/R
BLK
WH
52
P4-1
R
BLK
WHPB6-2
53
BLK
WHPB4-1
54
55
BLK
WH
G
Ø1 & Ø6 EVP IND
NEU
SPARE
SYS
EVP
Ø1 & Ø6
(-)
(+)
Y
BL
O
56
VIDEO DETECTOR 4A
57
BLK
WH
G
37
R
BL
WH
BRN
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
Ø2-FYLTA
NEU
1-2
O
Y/BLK
BLK
SPARE
SPARE
39
R
BLK/R
BLK
WH
NEU
Ø6-RED
Ø6-YEL
Ø6-GRN
6-1
42 BLK
WH PB4-2
43 BLK
WH PB2-1
44
BLK
WH
G
Ø4 & Ø7 EVP IND
NEU
SPARE
45
Y
BL
O
Ø4 & Ø7
(-)
(+)
SYS
EVP
46
BLK
WH
G
VIDEO DETECTOR 3A
12,36-57
HH
2A
SOP
SV
1A
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
127
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
R
BL
BRN
3-1
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
8-2
R
27
26
R
BL
BRN
7-1
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
4-2
R
38
36
BL
WH
BRN
Y/BLK
O
BLK
R
5-1 14
BLK/R
BLK
WH
R
2-2
16
R
BL
BRN
1-1
Y/BLK
O
WH
BLK
47
R
BLK/R
BLK
WH
6-2
49
R
BL
BRN
1-2
Y/BLK
O
WH
BLK
37
BLK/R
BLK
WH
4-1
39
R
R
BL
BRN
3-2
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
6-1
R
50
48
BLK
WH
G
Ø1 & Ø6 EVP
IND LIGHT
Y
BL
O
Ø1 & Ø6 EVP
(-)
(+)
55
56
BLK
WH
G
LUM 4A
Ø6-PED
Ø4-PED
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
51
52
BLK
WH PB6-2
BLK
WH PB4-1
53
54
BL
WH
BRN
Y/BLK
O
BLK
R
5-2 25
BLK/R
BLK
WH
R
8-1
28
BL
WH
BRN
Y/BLK
O
BLK
R
7-2 15
BLK/R
BLK
WH
R
2-1
17
Ø4-PED
Ø2-PED
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
40
41
BLK
WH PB4-2
BLK
WH PB2-1
42
43
BLK
WH
G
Ø4 & Ø7 EVP
IND LIGHT
Y
BL
O
Ø4 & Ø7 EVP
(-)
(+)
44
45
BLK
WH
G
LUM 3A
BLK/R
BLK
WH
R
29
Ø8-PED
BLK/R
BLK
WH
R
30
Ø6-PED
PB8-2
BLK
WH
31
PB6-1
BLK
WH
32
Ø3 & Ø8 EVP
IND LIGHT
WH
G
BLK
33
Ø3 & Ø8 EVP
BL
O
Y
34
(-)
(+)
BLK/R
BLK
WH
R
18
Ø8-PED
BLK/R
BLK
WH
R
19
Ø2-PED
PB8-1
BLK
WH
20
PB2-2
BLK
WH
21
Ø2 & Ø5 EVP
IND LIGHT
WH
G
BLK
22
Ø2 & Ø5 EVP
BL
O
Y
23
(-)
(+)
LUM 2A
7
BLK
WH
G
BLK
WH
G
VIDEO DETECTOR 4A
57
BLK
WH
G
VIDEO DETECTOR 3A
46
VIDEO DETECTOR 2A
WH
G
BLK
24
LUM 1A
6
BLK
WH
G
VIDEO DETECTOR 1A
WH
G
BLK
35
WSP
2A
WSP
1A
WSP
4A
WSP
3A
PSA
2A
PSA
1A
PSA
4A
PSA
3A
CAT-6
CAT-6 TMC 1A
8
9
9,26,27,47-57
25,28-32
6,33-357,8,15,17-24,36-4615
,17
-21
7,
2
2
-
2
4
13
48
,50
-54
9,
5
5
-
5
7
47,498,44-4637,39-43
8,37,39-46
6-9,11-57 (TO HH-1A)
13 (TO CONTROLLER CABINET 1A)
#6 INS. GR.
1112#6 INS. GR.9,47-57
8,36-46 7,8,14-24,36-4690% PLAN
4.10
M
M
M
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
128
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKYCSAH 102 (DOUGLAS DR)36TH AVE N
- SOFT RECALL: PHASES 2 AND 6.
- DUAL ENTRY: PHASES 4 AND 8.
PEDESTRIAN PHASE MAY BE USED ON ALL APPROACHES.
- PROTECTED ONLY MODE DURING CONFLICTING
APPROACHES.
- LEADING PEDESTRIAN INTERVAL MAY BE USED ON ALL
- ALL LEFT TURN PHASES MAY BE LEADING OR LAGGING.
MODES.
PROTECTED/PERMISSIVE OR PROTECTED ONLY PHASING
- ALL LEFT TURNS MAY OPERATE IN PERMISSIVE ONLY,
- SIGNAL SYSTEM FLASH MODE SHALL BE ALL RED.
SIGNAL SYSTEM OPERATION
Ø4 WALK
Ø8 WALK
WALKØ2Ø6 WALKØ6(NO SCALE)
CONTROLLER PHASING LAYOUT
Ø2(DOUGLAS DR)CSAH 102Ø4
Ø7 + Ø8
36TH AVEØ8
36TH AVE
(DOUGLAS DR)CSAH 102Ø5 + Ø6Ø1 + Ø2P6-1P8-2
PB8-2
PSA-4B
WSP
4B
PB6-1PSA-4BP8-1
P8-2WSP
1B
PB2-2PSA-1BPSA-1B
PB8-1
P4-1
PSA-3B
P6-2PB4-1
WSP
3B PB6-2PSA-3BP2-1P4-2
PB4-2
WSP
2B
PSA-2B PB2-1PSA-2BV-4B
V-1BV-2BV-3BLUM-4B
LUM-1B
LUM-3B
LUM-2B
Ø8 EVPØ2 & Ø5 EVPØ4 & Ø7 EVP
Ø1 & Ø6 EVPTMC-1B6-28-3
8-2
8-16-11-15-25-12-27-22-27-1
4-2
4-1
1-2AND USE FOR TEMPORARY SIGNAL.
- REMOVE EXISTING TMC CAMERA FROM INPLACE SIGNAL
SIGNAL AND USE FOR TEMPORARY SIGNAL.
- REMOVE EXISTING VIDEO DETECTION FROM INPLACE
CONTROLLER CABINET FOR TEMPORARY SIGNAL.
- USE EXISTING SOURCE OF POWER, SERVICE CABINET AND
4- 3/C #14 (LUM)
2" RSC
HH-1B TO SC-1B
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-3B TO WSP-3B
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-2B TO WSP-2B
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-4B TO WSP-4B
2- 2/C #14 (SHLD)
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
PSA-1B TO WSP-1B
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
1-1 TO 6-2
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
2- 7/C #14
2- 3/8" SPAN WIRE
WSP-4B TO 1-1
1- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
4-2 TO WSP-4B
1- 7/C #14
2- 3/8" SPAN WIRE
7-1 TO 4-2
2- 3/8" SPAN WIRE
WSP-3B TO 7-1
2- 3/C #20 (SHLD)
2- 3/C #18 (VIDEO)
2- 3/C #14 (LUM)
4- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14 (PED)
4- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
8-1 TO WSP-1B
2- 3/C #20 (SHLD)
2- 3/C #18 (VIDEO)
2- 3/C #14 (LUM)
4- 2/C #14 (SHLD)
2- 3/C #14
4- 4/C #14 (PED)
3- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
WSP-2B TO 8-1
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1- 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
2- 7/C #14
2- 3/8" SPAN WIRE
5-1 TO WSP-2B
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1- 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
2- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
2-2 TO 5-1
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1 - 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
1- 4/C #14
1- 7/C #14
2- 3/8" SPAN WIRE
WSP-3B TO 2-2
4- 3/C #20 (SHLD)
4- 3/C #18 (VIDEO)
8- 2/C #14 (SHLD)
4- 3/C #14
8- 4/C #14 (PED)
8- 4/C #14
7- 7/C #14
2-3" RSC
HH-1B TO CAC-1B
1- 3/C #20 (SHLD)
1- 3/C #18 (VIDEO)
1- 3/C #14 (LUM)
2- 2/C #14 (SHLD)
1- 3/C #14
2- 4/C #14 (PED)
3- 4/C #14
3- 7/C #14
2- 3/8" SPAN WIRE
6-2 TO WSP-1B
4- 3/C #20 (SHLD)
4- 3/C #18 (VIDEO)
4- 3/C #14 (LUM)
8- 2/C #14 (SHLD)
4- 3/C #14
8- 4/C #14 (PED)
8- 4/C #14
7- 7/C #14
ENTRANCE HEAD
AND WEATHERPROOF
2-3" RSC WITH RISER
WSP-1B TO HH-1B
TEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM B
0'
SCALE
40'20'
CAC
1B
HH
1B
WSP
1B
WSP
2B
3B
WSP
WSP
4B
PSA
4B
1B
PSA
PSA
2B
PSA
3B
V
VVVVSC
1B
1- 1/C #10
1- CAT-6 (TMC)
1- 2" RSC
TMC-1B TO WSP-1B TO CAC-1B
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
129
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
SIG.
POLE
NO.
FACE
NO.
SIG.
Ø
RED YEL GRN
PED
SIGNAL FACE MOUNT
SPAN WIRE BRACE
POLE MOUNT
POLE MOUNT
8
8
6
5,6
2
8
5,6
7,8
2
7,8
1,2
4
1,2
1-1
7-2
2-2
8-1
1-2
4-2
5-1
6-1
6-2
7-1
5-2
PLATE 8111E TYPE 2C
LED INDICATIONS
12" INDICATIONS
FYEL
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
POLE MOUNT
4
6
WSP-1B
BRACKET MOUNTING
LOCATION, TYPE, AND
8
6
4
2
TEMPORARY SIGNAL 1B SIGNAL INDICATIONS AND MOUNTING
***
***
***
***
OVERHEAD ON SPAN WIRE
POLE MOUNT P8-2
4-1
2-2
POLE MOUNT P6-2
POLE MOUNT P4-2
8-2
POLE MOUNT P2-2
8-3
P6-1 POLE MOUNT 6 ***
P4-1 POLE MOUNT 4 ***
P2-1 POLE MOUNT 2 ***
P8-1 POLE MOUNT 8 ***
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
G
Y
Y
R
1-1 AND 1-2
SIGNAL FACE
3-1 AND 3-2
SIGNAL FACE
5-1 AND 5-2
SIGNAL FACE
7-1 AND 7-2
SIGNAL FACE
Ø1
FYA
Ø2
Ø1
Ø3
Ø3
Ø5
Ø5
Ø7
Ø7
4-SECTION SIGNAL HEAD PHASING WITH FLASHING YELLOW ARROW
FYA
Ø4
FYA
Ø6
FYA
Ø8
PSA-1B
WSP-2B
PSA-2B
WSP-3B
PSA-3B
WSP-4B
PSA-4B
*** INTERNATIONAL SYMBOLS IN A DUAL FACE SINGLE HOUSING WITH PEDESTRIAN COUNTDOWN TIMER.
STANDARD PLATE NO.
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
SPAN WIRE BRACE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
OVERHEAD ON SPAN WIRE
OVERHEAD ON SPAN WIRE
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
PLATE 8111E TYPE 2C
BE INCLUDED IN THE UNIT PRICE BID FOR TEMPORARY SIGNAL SYSTEM B (SYSTEM).
21.) ALL WORK AS DETAILED IN NOTES 1 - 20 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE ENGINEER AND ALL COSTS SHALL
OF TEMPORARY SIGNAL SYSTEM.
20.) THE EXISTING CAC, SC AND SOP SHALL BE USED FOR THE TEMPORARY SIGNAL SYSTEM AND SHALL REMAIN INPLACE UNTIL THE REMOVAL
19.) THE CONTRACTOR SHALL TERMINATE FIBER AND MAKE ALL FIBER CONNECTIONS TO THE TEMPORARY SIGNAL SYSTEM.
18.) THE CONTRACTOR SHALL REMOVE THE COMPLETE TEMPORARY SIGNAL SYSTEM, UNLESS NOTED.
TRAFFIC CONTROL SIGNAL SYSTEM.
17.) THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY DAMAGED TRAFFIC SIGNAL COMPONENT THAT IS TO BE RELOCATED TO
16.) ANY ELECTRICAL CABLE SPLICES SHALL BE INTERNAL AND ONLY ALLOWED IN THE TEMPORARY SIGNAL.
DIRECTION THAT THE PEDESTRIAN MOVEMENT IS RESTRICTED.
WHEN THE PEDESTRIAN MOVEMENT IS RESTRICTED. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE R9-3 SIGN FOR EACH
TIMES. THE CONTRACTOR SHALL REMOVE OR DISABLE AND COVER ANY PEDESTRIAN PUSH BUTTONS AND PEDESTRIAN INDICATIONS
15.) THE CONTRACTOR SHALL MAINTAIN SAFE AND FULL PEDESTRIAN ACCESS TO ALL NONRESTRICTED PEDESTRIAN PUSH BUTTONS AT ALL
INCIDENTAL TO THE TEMPORARY SIGNAL SYSTEM.
PORTABLE SIGNAL ASSEMBLIES. RELOCATION MAY BE REQUIRED MULTIPLE TIMES DURING CONSTRUCTION. ALL RELOCATIONS ARE
14.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FREQUENT AND NECESSARY RELOCATION OF ALL OVERHEAD SIGNAL HEADS AND
THE RELOCATIONS OF ALL OVERHEAD SIGNAL HEADS AND PORTABLE SIGNAL ASSEMBLIES.
SHALL CONFORM TO EACH TRAFFIC CONTROL AREA AS REQUIRED. ELECTRICAL CABLES SHALL BE OF SUFFICIENT LENGTH TO FACILITATE
13.) ALL OVERHEAD SIGNAL HEADS AND PORTABLE SIGNAL ASSEMBLES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS, ACTUAL LOCATIONS
ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.
EACH WITH TWO DOWN GUYS COMPLETE WITH GUARD AND EXPANDING ANCHOR. THE LOCATIONS SHOWN ARE APPROXIMATE.
12.) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WOOD SERVICE POLES, WHICH SHALL BE A MINIMUM OF 40' CLASS II WOOD POLES
11.) THE CONTRACTOR SHALL BE FULLY COMPLIANT WITH THE MOST CURRENT MN MUTCD AND NEC AT ALL TIMES.
PHASING AS SHOWN IN THE PLANS.
10.) THE CONTRACTOR SHALL INSTALL ONE EVP DETECTOR WITH CONFIRMATION LIGHT ON WSP-1A, WSP-2A, WSP-3A AND WSP-4A, WITH
9.) THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
COMPANY TO ESTABLISH METER ADDRESS AND BILLING INFORMATION.
TO THE POWER COMPANY. HENNEPIN COUNTY SHALL NOT BE BILLED. THE CONTRACTOR SHALL WORK WITH THE CITY AND THE POWER
8.) THE CITY SHALL BE BILLED FOR ALL TEMPORARY TRAFFIC SIGNAL SYSTEM POWER COSTS AND THE CITY SHALL PAY THOSE COSTS DIRECTLY
THE POWER COMPANY.
7.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FOR THE TRAFFIC SIGNAL SYSTEM WITH
6.) THE CONTRACTOR SHALL IF REQUIRED RELOCATE THE VIDEO OR EVP DETECTORS.
ORIGINAL CONDITION OR BETTER.
5.) THE CONTRACTOR SHALL PLACE COMMON BACK FILL AND RESTORE ALL DISTURBED TURF, CONCRETE OR BITUMINOUS WALK, ETC. TO IT'S
4.) THE CONTRACTOR SHALL INSTALL ONE VIDEO DETECTION CAMERA ON WSP-1B, WSP-2B, WSP-3B AND WSP-4B.
3.) ONE LED LUMINAIRE SHALL BE FURNISH AND INSTALLED ON WSP-1B, WSP-2B, WSP-3B AND WSP-4B LUMINAIRE SHAFT EXTENSION.
FOR OPERATION AS SHOWN IN THE PLANS.
2.) TWO STANDARD PEDESTRIAN PUSH BUTTONS WITH SIGN R10-3E (9" X 15") SHALL BE INSTALLED ON PSA-1B, PSA-2B, PSA-3B, AND PSA-4B,
1.) SEE DIVISION "SS" OF SPECIAL PROVISIONS FOR MATERIALS PROVIDED BY HENNEPIN COUNTY.
TEMPORARY SIGNAL 1B NOTES:
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
130
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
INTERCONNECT (48 SM FIBER OPTIC)
CONTROLLER CABINET 1B
15
16
17
R
BLK/R
BLK
WH
Ø4-DW
Ø4-W
SPARE
NEU
P4-2
18
R
BLK/R
BLK
WH
Ø2-DW
Ø2-W
SPARE
NEU
P2-1
19 BLK
WH PB4-2
21
BLK
WH
G
Ø8 EVP IND
NEU
SPARE
9022
Y
BL
O
Ø8
(-)
(+)
SYS
EVP
90
26
27
Ø8-DW
Ø8-W
SPARE
NEU
R
BLK/R
BLK
WH
28
P8-1
32
BLK
WH
G
Ø1 & Ø6 EVP IND
NEU
SPARE
SYS
EVP
Ø1 & Ø6
(-)
(+)
Y
BL
O
33
11
EQG (1/C #6 GRN)
R
BLK/R
BLK
WH
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-2
R
BL
WH
BRN
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
Ø6-FYLTA
NEU
5-2
O
Y/BLK
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
6-2
Ø6-RED
Ø6-YEL
Ø6-GRN
NEU
R
BLK/R
BLK
WH
6-1
Ø6-RED
Ø6-YEL
Ø6-GRN
EQG (1/C #6 GRN)
48
12
REMOTE BATTERY MANAGEMENT SYSTEM (CAT-5)
BATTERY BACKUP SYSTEM (CAT-5)
5
4
10
3
EQG (1/C #6 GRN)
SIGNAL SERVICE (1/C #8)
NEU (1/C #8)
BATTERY BACKUP (3/C #18)
2
BLK
WH
G
BLK
WH
35
37
39
R
BLK/R
BLK
WH
Ø6-DW
Ø6-W
SPARE
NEU
P6-2
40
R
BLK/R
BLK
WH
Ø4-DW
Ø4-W
SPARE
NEU
P4-1
46
7-1
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
NEU
Ø8-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
4-2
Ø4-RED
Ø4-YEL
Ø4-GRN
R
BL
WH
BRN
Ø5-RLTA
Ø5-YLTA
Ø5-GLTA
Ø6-FYLTA
NEU
5-1
O
Y/BLK
BLK
SPARE
SPARE
R
BLK/R
BLK
WH
NEU
Ø2-RED
Ø2-YEL
Ø2-GRN
2-2
11,13-35 2,10
3-5
13 (TO WSP 1B)
6,7,8,9 (TO SC-1B)
INTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE WEST
INTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE SOUTHINTERCONNECT
AND 1/C #12)
(144 SM FIBER OPTIC
TO THE EASTINTERCONNECTAND 1/C#12)(144 SM FIBER OPTIC TO THE NORTHHH
1B
WH
BLK
R
SERVICE CABINET 1B
LUM 1B
LUM 2B
LUM 3B
LUM 4BBLKWHR1B GR. ROD16
7
8
9 6,7,8,9 (TO HH-1B)1BLK
WH
G
BLK
WH
G
BLK
WH
G
BLK
WH
G
EQUIPMENT GROUND
10
12
REMOTE BATTERY MANAGEMENT SYSTEM
BATTERY BACKUP SYSTEM
5
4
3
BATTERY BACKUP
BLK
WH
G
6-9,11-57 (TO WSP 1B)
20 BLK
WH PB2-1
23
BLK
WH
G
VIDEO DETECTOR 2B
25
1-1
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
NEU
Ø2-FYLTA
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
R
Ø2-DW
Ø2-W
SPARE
NEU
R
BLK/R
BLK
WH
29
P2-2
BLK
WHPB8-1
30
BLK
WHPB2-2
31
VIDEO DETECTOR 1B
34
BLK
WH
G
13 CAT-6
TMC CAMERA 1B
47
1-2
Ø1-RLTA
Ø1-YLTA
Ø1-GLTA
NEU
Ø2-FYLTA
R
BL
WH
BRN
Y/BLK
O
BLK
SPARE
SPARE
NEU
R
BLK/R
BLK
WH
49
Ø4-RED
Ø4-YEL
Ø4-GRN
4-1
Ø8-DW
Ø8-W
SPARE
NEU
BLK/R
BLK
WH
50
P8-2
R
Ø6-DW
Ø6-W
SPARE
NEU
BLK/R
BLK
WH
51
P6-1
R
BLK
WHPB8-2
52
BLK
WHPB6-1
53
54
BLK
WH
G
Ø4 & Ø7 EVP IND
NEU
SPARE
SYS
EVP
Ø4 & Ø7
(-)
(+)
Y
BL
O
55
VIDEO DETECTOR 4B
56
BLK
WH
G
36
R
BL
WH
BRN
Ø7-RLTA
Ø7-YLTA
Ø7-GLTA
Ø8-FYLTA
NEU
7-2
O
Y/BLK
BLK
SPARE
SPARE
38
R
BLK/R
BLK
WH
NEU
Ø2-RED
Ø2-YEL
Ø2-GRN
2-2
41 BLK
WH PB6-2
42 BLK
WH PB4-1
43
BLK
WH
G
Ø2 & Ø5 EVP IND
NEU
SPARE
44
Y
BL
O
Ø2 & Ø5
(-)
(+)
SYS
EVP
45
BLK
WH
G
VIDEO DETECTOR 3B
12,36-57
24
NEU
R
BLK/R
BLK
WH
8-3
Ø8-RED
Ø8-YEL
Ø8-GRN
14
R
BLK/R
BLK
WH
NEU
Ø8-RED
Ø8-YEL
Ø8-GRN
8-1
HH
2B
SOP
SV
1B
90% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:1022211300_500_temp_sgp.dgn3/11/2026SHEETTEMPORARY TRAFFIC CONTROL SIGNAL SYSTEM PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
131
S.P. XXX-XXX-XXX, S.P. 027-702-003
C. PARDRIDGE
A. CHALUPSKY
A. CHALUPSKY
R
BL
BRN
1-1
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
6-2
R
26
25
R
BL
BRN
5-1
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
2-2
R
37
35
BLK/R
BLK
WH
R
8-1
14
R
BL
BRN
7-1
Y/BLK
O
WH
BLK
46
R
BLK/R
BLK
WH
4-2
48
R
BL
BRN
7-2
Y/BLK
O
WH
BLK
36
BLK/R
BLK
WH
2-2
38
R
R
BL
BRN
1-2
Y/BLK
O
WH
BLK
BLK/R
BLK
WH
4-1
R
49
47
BLK
WH
G
Ø4 & Ø7 EVP
IND LIGHT
Y
BL
O
Ø4 & Ø7 EVP
(-)
(+)
54
55
BLK
WH
G
LUM 4B
Ø8-PED
Ø6-PED
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
50
51
BLK
WH PB8-2
BLK
WH PB6-1
52
53
BL
WH
BRN
Y/BLK
O
BLK
R
8-3 24
BLK/R
BLK
WH
R
6-1
27
BL
WH
BRN
Y/BLK
O
BLK
R
5-2 15
BLK/R
BLK
WH
R
8-2
16
Ø6-PED
Ø4-PED
R
BLK/R
BLK
WH
R
BLK/R
BLK
WH
39
40
BLK
WH PB6-2
BLK
WH PB4-1
41
42
BLK
WH
G
Ø2 & Ø5 EVP
IND LIGHT
Y
BL
O
Ø2 & Ø5 EVP
(-)
(+)
43
44
BLK
WH
G
LUM 3B
BLK/R
BLK
WH
R
28
Ø8-PED
BLK/R
BLK
WH
R
29
Ø2-PED
PB8-1
BLK
WH
30
PB2-2
BLK
WH
31
Ø1 & Ø6 EVP
IND LIGHT
WH
G
BLK
32
Ø1 & Ø6 EVP
BL
O
Y
33
(-)
(+)
BLK/R
BLK
WH
R
17
Ø4-PED
BLK/R
BLK
WH
R
18
Ø2-PED
PB4-2
BLK
WH
19
PB2-1
BLK
WH
20
Ø8 EVP
IND LIGHT
WH
G
BLK
21
Ø8 EVP
BL
O
Y
22
(-)
(+)
LUM 2B
7
BLK
WH
G
BLK
WH
G
VIDEO DETECTOR 4B
56
BLK
WH
G
VIDEO DETECTOR 3B
45
VIDEO DETECTOR 2B
WH
G
BLK
23
LUM 1B
6
BLK
WH
G
VIDEO DETECTOR 1B
WH
G
BLK
34
WSP
2B
WSP
1B
WSP
4B
WSP
3B
PSA
2B
PSA
1B
PSA
4B
PSA
3B
CAT-6
CAT-6 TMC 1B
8
9
24,27-31
6,32-347,8,15-23,35-4715
-20
7,
2
1
-
2
3
13
47
,49
-53
9,
5
4
-
5
6
46,488,43-4536,38-42
8,36,38-45
6-9,11-57 (TO HH-1B)
13 (TO CONTROLLER CABINET 1B)
#6 INS. GR.
1112#6 INS. GR.9,46-56
8,35-47
9,25,26,46-56
7,8,14-23,35-4790% PLAN
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
132
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
SYSTEM (SYSTEM).
ENGINEER AND ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR PEDESTRIAN CROSSWALK FLASHER
9.) ALL WORK AS DETAILED IN NOTES 1 - 8 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE
SURFACES.
ALLOWED ON EXISTING PAVEMENT. CONDUIT SHALL BE BURIED 24 INCHES TO 36 INCHES UNDER EXISTING
8.) ALL CONDUIT RUNS ACROSS EXISTING ROADWAYS SHALL BE DIRECTIONAL BORED. NO OPEN CUTTING IS
THE ENGINEER.
APPROXIMATE. EXACT LOCATIONS SHALL BE COORDINATED WITH ALL UTILITIES AND VERIFIED IN THE FIELD BY
7.) THE LOCATIONS OF THE HANDHOLES, FOUNDATIONS, CONCRETE PAD, AND CONDUIT SHOWN IN THE PLAN ARE
6.) THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
INFORMATION.
CONTRACTOR SHALL WORK WITH THE CITY AND THE POWER COMPANY TO ESTABLISH METER ADDRESS AND BILLING
SHALL PAY THOSE COSTS DIRECTLY TO THE POWER COMPANY. HENNEPIN COUNTY SHALL NOT BE BILLED. THE
5.) THE CITY SHALL BE BILLED FOR ALL PEDESTRIAN CROSSWALK FLASHER SYSTEM POWER COSTS AND THE CITY
TO SUPPLY POWER TO THE SYSTEM.
PROVISIONS FOR MORE INFORMATION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EQUIPMENT
COSTS ASSOCIATED WITH THE SERVICE CONNECTION AND MONTHLY ELECTRICAL SERVICE. REFER TO THE SPECIAL
CROSSWALK FLASHER SYSTEM WITH THE ELECTRICAL UTILITY COMPANY. CITY OF CRYSTAL IS RESPONSIBLE FOR
4.) THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SERVICE CONNECTION FOR THE PEDESTRIAN
FOUNDATION WORK AND SERVICE CABINET PAD.
3.) THE CONTRACTOR SHALL COORDINATE THE PEDESTRIAN RAMP WORK WITH THE CONSTRUCTION OF THE PEDESTAL
BITUMINOUS WALK, ETC. TO IT'S ORIGINAL CONDITION OR BETTER.
2.) THE CONTRACTOR SHALL PLACE COMMON BACK FILL AND RESTORE ALL DISTURBED TURF, CONCRETE OR
RRFB-2, FOR OPERATION AS SHOWN IN THE PLANS. PEDESTAL MOUNTED PUSH BUTTONS SHALL INCLUDE SPACERS.
1.) ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN R10-3E (9" X 15") SHALL BE INSTALLED ON RRFB-1 AND
NOTES:
ITEM DESCRIPTION UNIT TOTAL
SYSTEM
NOTES
PEDESTRIAN CROSSWALK FLASHER SYSTEM 1
TABULATION OF ESTIMATED QUANTITIES
(1)
(1) SEE SPECIAL PROVISIONS.
TYPE
3/C #14
1/C # 3
USAGE
LUMINAIRES
INCOMING POWER
NOTES
TRAFFIC SIGNAL CABLES
EQUIPMENT GROUND 1/C # 6 GRN
1/C # 8 INCOMING POWER
8/C #18 RRFB PEDESTRIAN PUSH BUTTONS
2/C #14 RRFB LIGHTS
COLOR CODING OF CONDUCTORS
BL/BLK
R/BLK
BRN
Y
G
BLK
WH
BL
O
R
BLUE WITH BLACK TRACER
RED WITH BLACK TRACER
BROWN
YELLOW
GREEN
BLACK
WHITE
BLUE
ORANGE
RED
WIRING DIAGRAM LEGEND
ABBREVIATIONS
RRFB
MA
HH
SOP
SC
CC
LUM
APS
PB
EQG
NEU
NEUTRAL CONDUCTOR
RECTANGULAR RAPID FLASHING BEACON
MAST ARM
HANDHOLE
SOURCE OF POWER
SERVICE CABINET
CONTROL CABINET
LUMINAIRE
ACCESSIBLE PEDESTRIAN SIGNAL
PUSH BUTTON
EQUIPMENT GROUND CONNECTION
EQUIPMENT GROUND
NEUTRAL
INDICATED BY THE WIRING DIAGRAM
CONDUCTORS WITH TAPS AS
OR PARALLELING OF CABLED
DENOTES TAP OF CABLED CONDUCTOR
SIGNAL PLAN LAYOUT LEGEND
SOP
HH
CC
RRFB
SC
DISCONNECT ON ONE CONCRETE PAD
SERVICE CABINET WITH METER AND
AND PEDESTRIAN PUSH BUTTON AS NOTED
PEDESTAL WITH MOUNTED CONTROL CABINET
RECTANGULAR RAPID FLASHING BEACON (RRFB)
POLE MOUNTED
PAD MOUNTED
SOURCE OF POWER
PVC HANDHOLE WITH METAL COVER
SIGNAL SYSTEM RIGID STEEL CONDUIT (RSC)
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
133
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
AA
1 3/4"
4 5/8"
1 7/16"1 7/16"1 3/4"7/8" DIA.7/8"2 5/16"
RRFB SYSTEM FOUNDATION DETAILS
SIGNAL ASSEMBLY PEDESTAL MOUNT FOUNDATION
(NO SCALE)
22" DIA.
(CONTRACTOR'S OPTION)
2' SQUARE OR 30" ROUND FOUNDATION
CONCRETE SHALL BE MIX 3G52 OR EQUAL
2' SQ.
30" DIA.
SEC. A-A
2 1/4" PROJECTION OF BOLTS AND RSC
GROUND LINE
EXISTING OR PROPOSED
4-3/8" Ø X 3'-6"
OR BUTT WELDED
4-1/4" Ø X 22" DIA. CIRCLES LAP
SIZE AND NUMBER SHOWN IN THE PLANS
RIGID STEEL CONDUIT SHALL BE OF THE 4' MIN.OR WELDED TOGETHER.
THE REINFORCEMENT SHALL BE SECURELY FASTENED
STEEL REINFORCEMENT SHALL BE DEFORMED BARS.
NOTE:
SIGNAL ASSEMBLY PEDESTAL MOUNT FLAT WASHER TYPICAL
(NO SCALE)
FLAT WASHERS SHALL BE 1/4" THICK A36 GALVANIZED STEEL.
NOTE:
RECTANGULAR RAPID FLASHING BEACON LED (RRFB) AC POWERED
PEDESTRIAN FLASHER ASSEMBLY PEDESTAL MOUNT
SIDE VIEW
(NO SCALE)
UNIVERSAL MOUNTING BRACKET
SIGN MOUNTING BRACKET
SIGN MOUNTING BRACKET
16' 3"3'6"7'8' 8"9' 2"3'6"7'8' 8"9' 2"16' 3"RECTANGULAR RAPID FLASHING BEACON LED (RRFB) AC POWERED
PEDESTRIAN FLASHER ASSEMBLY PEDESTAL MOUNT
FRONT VIEW
(NO SCALE)
POLE CAP
RRFB-1
FIT ALL RRFB LIGHTS INSTALL ONLY ON
CONTROL CABINET ENCLOSURE SHALL
SHEETING
YELLOW-GREEN DG3 SIGN
BLACK ON FLUORESCENT
WARNING SIGN W11-2 (36" X 36")
PLANS) APPROX. 4"H X 22"W
BACK TO BACK AS SHOWN ON THE
RRFB (LED) ONE-SIDED (MOUNTED
OPERATING
THE PEDESTRIAN WHEN RRFB IS
TRAVEL TO PROVIDE NOTICE TO
THE DIRECTION OF PEDESTRIAN
END MOUNTED LED, FACING IN
DG3 SIGN SHEETING
BLACK ON FLUORESCENT YELLOW-GREEN
WARNING SIGN W16-7P (30" X 18")
80 ALUMINUM PEDESTAL POLE
4.5" OUTSIDE DIAMETER 15' SCHEDULE
ON WHITE DG3 SIGN SHEETING
R10-25 SERIES SIGN (9" X 12") BLACK
FLASHING".
SHALL BE "YELLOW LIGHTS ARE
APS PUSH BUTTON. VOICE MESSAGE
THREADED ON BOTTOM END)
4" VAR. ALUMINUM PEDESTAL (PIPE
PEDESTAL COLLAR
PEDESTAL BASE
MOUNT FOUNDATION FOR DETAILS
SIGNAL ASSEMBLY PEDESTAL
CONCRETE FOUNDATION, SEE THE
WALK OR BITUMINOUS TRAIL
TOP OF FINISHED CONCRETE
BUTTON
TURN
WARNING
LIGHTS
TO
ON
PUSH
3"
3" MIN., 5" MAX
1/2" RADIUS
12 3/4" BOLT CIRCLE
(4-3/4" X 19" ANCHOR BOLTS)
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
134
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
2" TO 3"
FRONT VIEW
30"
GROUND LINE
EXISTING OR PROPOSED
PROJECT 2" - 3" ABOVE CONCRETE
GROUND ROD (5/8" DIA X 15')
SIDE VIEW
GROUND LINE
EXISTING OR PROPOSED
12"
20"36"
30"CONCRETE PAD
CABINET
SERVICE
4" MIN. CONCRETE WALK
CABINET
SERVICE
TYPICAL ANCHOR ROD
RRFB SERVICE CABINET
(NO SCALE)
AND FLAT WASHER
HEAVY HEX NUT
UNC-2A
3/4" DIA. BOLT 13
A-563 ASSEMBLED AFTER ROD PLATING.
HEAVY HEX NUT AND FLAT WASHER, ASTM,
3. RODS TO BE SUPPLIED WITH GALVANIZED
SHALL RUN FREE AFTER PLATING.
2. HOT DIP GALVANIZE FULL LENGTH. NUTS
3/4" DIA. X 21" LONG BEFORE BENDING.
1. MATERIAL STEEL SHALL BE ASTM, A-36.
NOTES:
3"
18"
3"
BOND THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD.
TRAFFIC SIGNAL POLE HANDHOLE GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED,
GREEN INSULATED 6 AWG CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED
THAT HANDHOLE. USE A 12' GROUND ROD IN THE HAND HOLE INSTEAD OF A 10' GROUND ROD AND PULL A
THE GROUND ROD LOCATED IN THE EQUIPMENT PAD, THE SUPPLEMENTAL GROUND ROD MAY BE PLACED IN
TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST 6' APART AND NO MORE THAN 10' APART FROM
AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED CONNECTIONS. IF A COUNTY
DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT FURNISH AND INSTALL 10' GROUND ROD ELECTRODES, 6
9. PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE SYSTEM
THE CABINET.
CABINET SHALL NOT BE ORIENTATED SUCH THAT A PERSON HAS THEIR BACK TO THE RRFB WHEN WORKING IN
IN THE CABINET HAS A CLEAR LINE OF SITE TO SEE THE RRFB AND SEE IN THE CABINET. THE SERVICE
8. ORIENT THE SERVICE CABINET SUCH THAT WHEN THE FRONT CABINET DOOR IS OPENED A PERSON WORKING
SHALL BE TERMINATED UNDER ANY FORM OF PAVEMENT OR HARD SURFACE, AS DIRECTED BY THE ENGINEER.
BE PERMANENTLY MARKED WITH AN ARROW TO INDICATE THE DIRECTION OF THE RSC STUBS. NO RSC STUB
7. THREAD AND CAP BOTH ENDS OF ALL RSC STUBS. THE CAPS LOCATED WITHIN THE SERVICE CABINET SHALL
OR PROPOSED GROUND LINE, AS DIRECTED BY THE ENGINEER.
6. THE CONCRETE PAD ELEVATION SHALL BE ADJUSTED TO MAINTAIN THE 12" CLEARANCE ABOVE THE EXISTING
THE ENGINEER.
5. THE CONCRETE PAD AND THE CONCRETE WALK SHALL BE CONCRETE MIX 3G52 OR EQUAL, AS DIRECTED BY
ENGINEER.
4. A CONCRETE SIDEWALK SHALL BE ON THE FRONT DOOR SIDE OF THE SERVICE CABINET, AS DIRECTED BY THE
ENGINEER.
FUNCTIONS (EQUIPMENT, SUPPORTING MEMBERS, ETC.). FINAL CONDUIT LOCATIONS, AS DIRECTED BY THE
PROJECT 2" TO 3" ABOVE THE CONCRETE. THE CONDUITS SHALL NOT INTERFERE WITH THE CABINET
THE INSIDE LIP OF THE MOUNTING FLANGE ON THE DOOR SIDE OF THE CABINET. THE CONDUITS SHALL
3. THE LOCATION OF CONDUITS WITHIN THE CONCRETE PAD SHALL BE 6" TO THE CENTER OF THE CONDUIT FROM
INSTALLED AND THEN SEALED AFTER CABLES HAVE BEEN INSTALLED).
2. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER INSTALLATION (UNTIL CABLES ARE
BY THE ENGINEER.
1. THE UPPER PART OF THE CONCRETE PAD SHALL BE BEVELED OR CHAMFERED IN A NEAT MANNER, AS DIRECTED
NOTES:
PLAN VIEW
SEE RRFB PLAN LAYOUT FOR ADDITIONAL INFORMATION
NOT TO SCALE FOR ILLUSTRATION ONLY
TYPICAL PAD WITH RRFB SERVICE CABINET
CONCRETE WALK
PREFORMED JOINT FILLER
2" RSC TO HH-1 TO SOP-1
FRONT DOOR
SERVICE CABINET
2" RSC STUB
DOOR
BACK
3" RSC TO RRFB-1
11
GROUND ROD
GROUNDING CONDUCTOR
INSULATED STRANDED
6 AWG GREEN
1" RSC
ANGLE IRON BASE FRAME
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
135
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
C
FEED POINT WIRING DIAGRAM
C
PHOTOCELL
TOGGLE SWITCH
TEST BY-PASS
CONTROL POWER
LUMINAIRE
MAIN SERVICE, 120/240V, SINGLE PHASE, 3 WIRE
MECHANICAL BYPASS
RINGLESS SOCKET WITH
5 TERMINAL 200 AMP
METER SOCKET
MAIN
60A/2PROD
GROUND
NEUTRAL BUSCONTROL
FUTURE LUMINAIRE
FUTURE LUMINAIRE
15A/1P
15A/1P
15A/1P
30A/4P
CONTACTOR
FUTURE STREET LIGHTS METERED POWER
TO RRFB CONTROL BOX
RRFB SERVICE METERED POWER
20A/1P
TB2 (60 AMP)
CIRCUIT BREAKER
NEUTRAL BUS
CONTROL BOX
TO RRFB
AUTO
TEST 2 1
34
L1 N L2
15. SEE THE EQUIPMENT PAD DETAIL SHEET FOR TYPICAL ANCHOR ROD DETAILS.
STANDARDS.
14. THE 19" RACK IN THE BASE OF THE CABINET SHALL BE CONSTRUCTED TO TIA/EIA 3100
RODS. PROVIDE A 1/2" GAP FOR DRAINAGE.
SIZED TO FIT THE BASE INCLUDING CORNER HOLE/SLOTS TO ACCOMMODATE THE ANCHOR
FOUNDATION AND THE SERVICE CABINET. THE GASKET SHALL CONSIST OF FOUR (4) STRIPS,
13. A 1/2" THICK SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED BETWEEN THE CONCRETE
STANDARDS.
12. EACH SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L.
SERVICE ENTRANCE EQUIPMENT" AND APPROVED FOR OUTDOOR USE.
11. EACH SERVICE CABINET SHALL BE U.L. LISTED AND LABELED AS "SUITABLE FOR USE AS
SEAL.
10. ALL CONDUIT ENTERING THE FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT
9. PROVIDE CLEARANCE TO INSTALL OR REMOVE THE PHOTOELECTRIC CONTROL CELL.
CABINET.
8. PROVIDE A PHOTOELECTRIC CONTROL CELL AND LUMINAIRE TEST SWITCH WITHIN THE
7. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL.
CLEARLY MARKED IN A MANNER THAT WILL NOT DETERIORATE WITH MOISTURE OR AGE.
(E.G. "RRFB", "LUMINAIRE WITH NUMBER" OR "FUTURE"). ALL CIRCUIT BREAKERS SHALL BE
WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED WITH THE LOAD WHICH IT IS CARRYING
6. THE CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 HZ, AND SHALL BE CLEARLY MARKED
LIGHT SOURCES AND SHALL NORMALLY FACE NORTH OR EAST.
LEFT OR RIGHT SIDE OF THE CABINET, ORIENTED TO ELIMINATE INTERFERENCE BY MANMADE
CONTROL VIEWING WINDOW. LOCATED IN THE TOP SECTION OF THE CABINET AND ON THE
5. PROVIDE A 2" DIA. WEATHERPROOF AND VANDAL RESISTANT CLEAR PLASTIC PHOTOELECTRIC
COMPLETE SEAL WITH THE ENCLOSURE.
4. BOTH DOOR OPENINGS SHALL BE PROVIDED WITH A NEOPRENE GASKET TO FORM A
COMPLETE WITH A NUMBER 2 KEY AND SWING DOWN PLATE PROVIDE ONE (1) KEY.
CORRODING TAMPERPROOF CARRIAGE BOLTS AND SECURED WITH A STANDARD POLICE LOCK
3. THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE WITH NON-
2. ALL HINGES, HINGE PINS AND LOCKS SHALL BE OF NON-CORRODING CONSTRUCTION.
FINISH.
OUTSIDE, SHALL BE PROTECTED WITH AN EXTERNAL THIRTY (30) MINUTE CLEAR ANODIZED
WEATHERPROOF SERVICE. AFTER FABRICATION, THE SERVICE CABINET, BOTH INSIDE AND
1. EACH SERVICE CABINET SHALL BE FABRICATED FROM 1/8" ALUMINUM FOR OUTDOOR
CONSTRUCTION NOTES
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
136
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
SERVICE CABINET - METERED
FRONT VIEW
MANUAL BYPASS
SOCKET W/
200 AMP METER
MAIN BREAKER
THE METER AND
#2 WIRE BETWEEN
TURN LATCH
DEAD FRONT W/ QUARTER
COMPONENTS BEHIND HINGED
LOWER INTERIOR
WARNING
HAZARD
ARC FLASH & SHOCK
equipment required
BASE LAYOUT
ANCHOR BOLT
REAR
FRONT
INSIDE OF DOOR
STICKERS ON
ETL LISTING
DOOR LABEL AND
BONDED NEUTRALGROUNDRIGHT SIDE VIEW REAR VIEW LEFT SIDE VIEW
WARNING
HAZARD
ARC FLASH & SHOCK
equipment required
SNOW
WATER &
TO SHED
CAPPED ROOF
FRONT
DOOR
LABEL ON
ARC FLASH
SOCKET
METER
CENTER OF
48" TO
APPROX.
58"
6" X 13"
LOWER SECTION
WAY IN REAR
UTILITY WIRE
(UPPER)
METER SECTION
FLANGE
1 1/2"
PANEL BOARD SECTION
3/4" FLANGE MOUNTING
HOLES FOR
SLOTTED
(4) 7/8" X 2"
SECTION
LOWER
DIVIDER
5 3/4"
9 1/4"
16"
CABINET
BOTTOM OF
PROVIDED FOR
GASKET
1/4" BASE
PHOTOCELL
1-15A/1P
FLASHER
CROSSWALK
1-20A/1P
2-15A/1P-LUM
1-60A/2P
DISCONNECT
60A SERVICE
#BR3040L200
CENTER
CIRCUIT LOAD
HAMMER, 30
CUTLER
22K AIC RATED
REQUIREMENTS
SIZED TO NEC
USING 600V WIRE
FACTORY WIRED
SHALL BE
EQUIPMENT
AND CONTROL
DISTRIBUTION
**ALL
BLACK
COATED
AND POWDER
DIE CAST
OFF HINGES
STYLE LIFT
SOUTHCO
2"DEAD FRONT RAILSPHOTOCELL
WINDOW FOR
LEXAN
SECTION
IN REAR
6"D x 13"W
WIREWAY
UTILITY
16"
16"
6 1/4"
20"
DIVIDER
LENGTH
FULL
WELDED
CORNERS
ALL
FRONT
COVER
LABEL ON
ARC FLASH
COATED BLACK
POWDER
CAST AND
HINGES- DIE
LIFT OFF
-WIRING ETL LISTED IN ACCORDANCE W/ UL508A
-BOX ETL LISTED IN ACCORDANCE W/ UL50
-NEOPRENE GASKET ON DOORS
(UNLESS OTHERWISE NOTED)
-STAINLESS STEEL HARDWARE
-ANODIZED 1 HOUR CLEAR
-WELDED CONSTRUCTION
-1/8" ALUMINUM 5052-H32
-NEMA3R
BOX CONSTRUCTION:
HANDLE
STEEL PULL
STAINLESS
LOCKING TAB &
DOOR W/
REAR ACCESS
CONTACTOR FOR LIGHTING CIRCUITS.
PHOTOCELL, TEST SWITCH, AND
NOTE: CABINET SHALL INCLUDE
PROVISIONS
PADLOCKING
LATCH W/
STEEL SNAP
STAINLESS 5 1/2"4.10
FAIRVIEW AVE NCSAH 102 (DOUGLAS DR)
FAIRVIEW AVE NCSAH 102 (DOUGLAS DR)PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
137
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
3. RRFB FLASH TIME SHOULD BE 17 SECONDS.
STUB (THREAD AND CAP BOTH ENDS).
2. ALL FOUNDATIONS AND SERVICE CABINET PAD SHALL HAVE A 2" RSC
WIRES FROM RRFB-1 TO CC-1.
1. CC-1 MOUNTED ON RRFB-1 PEDESTAL. SEE WIRING DIAGRAM FOR
NOTES:
1- 1/C # 6 GRN
4- 2/C # 14
1- 8/C # 18
3" RSC
RRFB-2 TO RRFB-1
1- 1/C # 6 GRN
3- 1/C # 8
3" RSC
SC-1 TO RRFB-1
3- 1/C # 3
2" RSC
HH-1 TO SC-1
3- 1/C # 3
2" RSC
SOP-1 TO HH-1
BACK TO BACK
BACK TO BACK
RRFB
1
1
CC
SOP
1
1
SC
1
HH
RRFB
2
118+25.00
0'
SCALE
20'10'
4.10
PATH & FILENAME:PLOTTED/REVISED:PLOT NAME:3/11/2026SHEETRRFB PLANS
102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:138
138
S.P. XXX-XXX-XXX, S.P. 027-702-003
R. ALLERS
C. PARDRIDGE
C. PARDRIDGE
90% PLAN
1
RRFB LIGHT
INS. GR.
3
7
13
BLK
WH
G
RRFB
3-7,13R
BLK
O
Y
BRN
BL
R/BLK
BL/BLK
RRFB LIGHT
4 BLK
WH
RRFB LIGHT
5 BLK
WH
RRFB LIGHT
6 BLK
WH
PB-1
2
RRFB LIGHT
INS. GR.
8
12
13
BLK
WH
G
RRFB
8-13R
BLK
O
Y
BRN
BL
R/BLK
BL/BLK
RRFB LIGHT
9 BLK
WH
RRFB LIGHT
10 BLK
WH
RRFB LIGHT
11 BLK
WH
PB-2
8-13
RRFB-2 FOUNDATIONRRFB-1 FOUNDATION
2,142 8-132,14EQG (1/C #6 GRN)
SIGNAL SERVICE (1/C #8)
NEU (1/C #8)
2
14
BLK
WH
RRFB LIGHT
PB-1
8
7
R
BLK
O
Y
BRN
BL
BLK
WH
R/BLK
BL/BLK
RRFB LIGHT
9BLK
WH
RRFB LIGHT
10BLK
WH
RRFB LIGHT
11BLK
WH
RRFB LIGHT
6BLK
WH
RRFB LIGHT
5BLK
WH
RRFB LIGHT
4BLK
WH
RRFB LIGHT
3BLK
WH
CONTROL CABINET
PB-2
12
R
BLK
O
Y
BRN
BL
R/BLK
BL/BLK
EQG (1/C #6 GRN)
13
WH
BLK
R
SERVICE CABINET
SOP
BLK
WH
R1
HH
1
1 1 1 GR. RODEQUIPMENT GROUND
14
4.10
8"SAN
36-SE - 0+00.00
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
880 880
HENNEPIN
LUMEN
24"WATR
36-SE
8"SAN
36-SE - 0+49.10
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
HENNEPIN LUMEN
24"WATR
36-SE
1.5%1.3%
8"SAN
36-SE - 0+50.00
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
HENNEPIN LUMEN
24"WATR
36-SE
1.5%1.2%
8"SAN
36-SE - 1+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN .5"GAS
24"WATR
36-SE
1.5%
8"SAN
36-SE - 1+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
1.5%
8"SAN
36-SE - 2+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
1:5.11.5%
8"SAN
36-SE - 2+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
1:4.61:4.81.5%
8"SAN
36-SE - 3+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
1:4.41:4.5 1.5%
8"SAN
X-SECTIONS STATION TO STATION SHEETPATH & FILENAME:PLOTTED/REVISED:PLOT NAME:36-SE_015/19/2025102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:XS-10
XS-1
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-SE - 3+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
SCALE V
SCALE H
20'0'10'
10'0'5'
36-SE
1:41:4 1.5%
4.10
8"SAN
36-SE - 3+62.58
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
0.5%0.5%
8"SAN
36-SE - 4+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
24"WATR
36-SE
1:41:4 1.5%
8"SAN
36-SE - 4+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
HENNEPIN
22" SPANEX.
24"WATR
36-SE
1:41:4 -0.7%
8"SAN
36-SE - 4+71.05
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
HENNEPIN
22" SPANEX.
24"WATR
36-SE
0.5%0.5%-5.2%
8"SAN
36-SE - 5+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
HENNEPIN
22" SPANEX.
24"WATR
36-SE
1:41:4 1.5%
8"SAN
36-SE - 5+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
22" SPANEX.
24"WATR
36 MED-S
36-SE
-0.2%1:41:4 1.5%
36-SE - 6+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN
LUMEN
22" SPANEX.
24"WATR
36 MED-S
36-SE
1:41:4 1.5%
36-SE - 6+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
22" SPANEX.
24"WATR
36 MED-S
36-SE
0.8%
1.5%1.5%4.4%
X-SECTIONS STATION TO STATION SHEETPATH & FILENAME:PLOTTED/REVISED:PLOT NAME:36-SE_025/19/2025102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:XS-10
XS-2
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-SE - 6+61.06
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
22" SPANEX.
24"WATR
SCALE V
SCALE H
20'0'10'
10'0'5'
36 MED-S
36-SE
1.2%
1.5%1.5%3.7%
4.10
36-SE - 7+00.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
22" SPANEX.
24"WATR
36 MED-S
36-SE
2.4%1:41:4 1.5%
36-SE - 7+50.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
4"GAS
22" SPANEX.
24"WATR
36 MED-S
36-SE
3.2%1:41:4 1.5%
X-SECTIONS STATION TO STATION SHEETPATH & FILENAME:PLOTTED/REVISED:PLOT NAME:36-SE_035/19/2025102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
CAD BY:
CHECKED BY:
LAST REVISION:XS-10
XS-3
S.P. XXX-XXX-XXX, S.P. 027-702-003XX/XX/XXXX
T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-SE - 7+75.00
40 30 20 10 0 10 20 30 40
860 860
865 865
870 870
875 875
HENNEPIN LUMEN
4"GAS
22" SPANEX.
24"WATR
SCALE V
SCALE H
20'0'10'
10'0'5'
36 MED-S
36-SE
3.2%1:41:4 1.5%
4.10
8"SAN
36-NW - 0+95.00
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
880 880
885 885
LUMEN
8"GAS
18"EX.
12"EX.
36 MED-N36-NW
1.5%1.5%-4.4%
8"SAN
36-NW - 1+00.00
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
880 880
885 885
LUMEN
8"GAS
36 MED-N36-NW
1.5%1.5%-4.3%
8"SAN
36-NW - 1+38.20
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
880 880
LUMEN 8"GAS
36 MED-N36-NW
4.9%1.5%6.1%-3.9%
8"SAN
36-NW - 1+50.00
40 30 20 10 0 10 20 30 40
865 865
870 870
875 875
880 880
LUMEN 8"GAS
36 MED-N36-NW
-0.9%1.5%6.1%-3.4%
8"SAN
36-NW - 2+00.00
40 30 20 10 0 10 20 30 40
870 870
875 875
880 880
LUMEN 8"GAS
36-NW
1.5%1.5%
8"SAN
36-NW - 2+08.91
40 30 20 10 0 10 20 30 40
870 870
875 875
880 880
885 885
LUMEN 8"GAS
36-NW
1.5%6.1%
8"SAN
X-SECTIONS STATION TO STATION SHEETPATH & FILENAME:PLOTTED/REVISED:PLOT NAME:36-NW_015/19/2025102CSAH
2211300HENNEPIN COUNTY PROJECT
DESIGN BY:
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T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-NW - 2+50.00
40 30 20 10 0 10 20 30 40
870 870
875 875
880 880
885 885
LUMEN 8"GAS
SCALE V
SCALE H
20'0'10'
10'0'5'
36-NW
1.5%1.5%
4.10
8"SAN
36-NW - 2+82.36
40 30 20 10 0 10 20 30 40
870 870
875 875
880 880
885 885
LUMEN 8"GAS
36-NW
1.5%3.0%
8"SAN
36-NW - 3+00.00
40 30 20 10 0 10 20 30 40
875 875
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
1.5%-0.7%
8"SAN
36-NW - 3+50.00
40 30 20 10 0 10 20 30 40
875 875
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
1.5%1.5%
8"SAN
36-NW - 3+69.39
40 30 20 10 0 10 20 30 40
875 875
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
13.8%
1.5%6.1%
8"SAN36-NW - 4+00.00
40 30 20 10 0 10 20 30 40
875 875
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
1.5%1.5%
8"SAN36-NW - 4+50.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
1.5%1.5%
8"SAN
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T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-NW - 4+89.80
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
LUMEN 8"GAS
SCALE V
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20'0'10'
10'0'5'
36-NW
1.5%4.0%
4.10
8"SAN
36-NW - 5+00.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
LUMEN 8"GAS
36-NW
1.5%-1.4%
8"SAN
36-NW - 5+41.55
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
895 895
LUMEN 8"GAS
36-NW
4.3%1.5%8
.3%
8"SAN
36-NW - 5+50.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
895 895
LUMEN 8"GAS
36-NW
1.5%1.5%
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T. BRUERS
T. PETERSEN
T. PETERSEN
90% PLAN
36-NW - 6+00.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
LUMEN 8"GAS
SCALE V
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20'0'10'
10'0'5'
36-NW
1.5%1.5%
4.10
8"SAN
42-SE - 0+06.00
40 30 20 10 0 10 20 30 40
890 890
895 895
900 900
HENNEPIN LUMEN
24"WATR
42-SE
1.5%
8"SAN
42-SE - 0+27.19
40 30 20 10 0 10 20 30 40
890 890
895 895
900 900
HENNEPIN LUMEN
24"WATR
42-SE
2.0%11.1%
8"SAN
42-SE - 0+50.00
40 30 20 10 0 10 20 30 40
890 890
895 895
900 900
HENNEPIN LUMEN
24"WATR
42-SE
1.5%
8"SAN
42-SE - 1+00.00
40 30 20 10 0 10 20 30 40
890 890
895 895
900 900
HENNEPIN LUMEN
24"WATR
42-SE
8.0%2.0%6.6%
8"SAN
42-SE - 1+04.44
40 30 20 10 0 10 20 30 40
890 890
895 895
900 900
HENNEPIN LUMEN
24"WATR
42-SE
8.0%2.0%6.8%
8"SAN
42-SE - 1+26.04
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
900 900
HENNEPIN LUMEN
LUMEN
24"WATR
42-SE
8.0%2.0%10.8%
8"SAN
42-SE - 1+50.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
900 900
HENNEPIN LUMEN
LUMEN
24"WATR
42-SE
1.5%1.5%1:4
8"SAN
42-SE - 1+88.46
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
900 900
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T. PETERSEN
90% PLAN
42-SE - 2+00.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
900 900
HENNEPIN LUMEN LUMEN
SCALE V
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20'0'10'
10'0'5'
42-SE
1.5%1.5%
4.10
8"SAN
42-SE - 2+50.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
HENNEPIN
LUMEN LUMEN
30"WATR
42-SE
1.5%1.5%
8"SAN
42-SE - 2+93.90
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
HENNEPIN LUMEN LUMEN
30"WATR
42-SE
1.5%1.5%-2.3%
8"SAN
42-SE - 3+00.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
HENNEPIN LUMEN LUMEN
30"WATR
42-SE
1.5%1.5%-2.3%
8"SAN
42-SE - 3+50.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
895 895
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30"WATR
42 MED-S 42-SE
1.5%1.5%
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T. PETERSEN
90% PLAN
42-SE - 3+75.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
895 895
HENNEPIN
LUMEN LUMEN
12"EX.
30"WATR
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42 MED-S 42-SE
1.5%1.5%
4.10
8"SAN
42-NW - 1+30.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
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42 MED-N42-NW
1.5%1.5%
8"SAN
42-NW - 1+50.00
40 30 20 10 0 10 20 30 40
880 880
885 885
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895 895
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42 MED-N42-NW
1:4 1.5%1.5%
8"SAN
42-NW - 2+00.00
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
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42 MED-N42-NW
1.5%1.9%
8"SAN
42-NW - 2+07.47
40 30 20 10 0 10 20 30 40
880 880
885 885
890 890
895 895
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42 MED-N42-NW
1.5%2.2%
8"SAN
42-NW - 2+50.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
LUMEN
42-NW
1.5%1.5%
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42-NW - 2+60.55
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
LUMEN
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12.
8%1.5%8
.2%
8"SAN
42-NW - 3+00.00
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
LUMEN
42-NW
1.5%1.5%
8"SAN
42-NW - 3+49.65
40 30 20 10 0 10 20 30 40
885 885
890 890
895 895
900 900
LUMEN
42-NW
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40 30 20 10 0 10 20 30 40
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890 890
895 895
900 900
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890 890
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900 900
LUMEN
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1.5%
4.10
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-__
RESOLUTION RECOGNIZING JUNE AS PRIDE MONTH
WHEREAS, a priority of the Crystal City Council is to make Crystal a welcoming and inclusive
community; and
WHEREAS, all Crystal residents have the right to feel safe, be free from discrimination, and to live
without the threat of harassment; and
WHEREAS, the Crystal City Council is committed to making Crystal an inclusive and welcoming
community for all, which includes Crystal’s LGBTQ community; and
WHEREAS, June is recognized as Pride Month to promote dignity and equal rights for the LGBTQ
community and celebrate their important contributions; and
WHEREAS, the Crystal City Council Rules Section 2.2.8 provides the City Council may use symbolic
resolutions to make public statements on matters directly related to the business of the city; and
WHEREAS, the City Council determines that making a public statement supporting Crystal’s LGBTQ
community by recognizing Pride Month is directly related to the city’s efforts to be a more
welcoming and inclusive community.
NOW, THEREFORE, BE IT RESOLVED, by the Crystal City Council, that June 2026 is Pride Month in
Crystal to recognize the contributions of our LGBTQ community.
Adopted this 19th day of May 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Kimberly Therres,
Assistant City Manager
4.11
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 1 OF 9
___________________________________________________________________________________
FROM: Dan Olson, City Planner
___________________________________________________________________________________
TO: Adam R. Bell, City Manager (for May 19 Meeting)
DATE: May 13, 2026
RE: Consider a resolution approving a conditional use permit request for Islamic
Education and Cultural Center for a religious institution at 4801 Welcome Avenue
North
A.BACKGROUND
The Islamic Education and Cultural Center (IECC) has applied for a conditional use permit (CUP)
to allow a religious institution at 4801 Welcome Avenue North. The existing commercial
building is vacant. The property is zoned Neighborhood Commercial (NC), and the proposed
use is a conditional use within that district.
Notice of the May 11 public hearing was published in the Sun Post on April 30, mailed to
owners, renters and business tenants within 500 feet (see attachment A), and posted to all
neighborhoods on Nextdoor. A sign was also posted on the property.
1.Public comment at the Planning Commission public hearing.
At the May 11 Planning Commission public hearing, the Commission unanimously
recommended approval of the CUP application, with five individuals from the public
providing comments:
➢First resident. The resident expressed concern about increased traffic in the
neighborhood due to the proposed religious institution.
Staff response. The city engineer has reviewed this proposed religious facility and found
that the number of vehicles per day that could be added will not produce any unusual
effects.
➢Second resident. The resident expressed concern about increased traffic and on -street
parking by the attendees at the religious institution.
COUNCIL STAFF REPORT
Conditional Use Permit for 4801 Welcome
Avenue North
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 2 OF 9
Staff response. See previous response relating to traffic. The city cannot prohibit on-
street parking, but the installation of no parking signs on the north side of 48th and the
west side of Welcome Avenues will help alleviate traffic obstructions.
➢Third resident. The resident said that this proposed use will produce more litter in the
neighborhood, bring more traffic, and not pay taxes. He is against the proposed use.
Staff response. This type of use is not prone to produce unusual amounts of litter, but
the applicant is adding a dumpster enclosure to the property that was not previously
there. The proposed use is allowed in the NC district as a conditional use.
➢Fourth resident. The resident was concerned that children would be in close proximity
from a bar and a liquor store across West Broadway.
Staff response. There is no zoning requirement that a religious institution be a certain
distance to bars and liquor stores.
➢Fifth resident. The resident was concerned that the proposed use would repeat the
code violations in 2021 when an unlawful nightclub was located on the property. Those
code violations included littering, noise, overnight parking in the neighborhood, and
increased traffic from hundreds of nightclub attendees.
Staff response. The proposed religious institutional use will operate very differently from
the unlawful nightclub, with no overnight parking and no noise impacts.
2.Planning Commission added conditions.
The Commission unanimously recommended approval of the CUP with the staff-
recommended conditions, plus an additional condition requiring at least 30 minutes
between the end of one worship service and the beginning of the next, and a
recommendation that the City Council adopt resident parking only for the surrounding
neighborhood. Because a resident parking only restriction would not be based on a known,
actual problem that exists, but instead would be speculative based on assumptions about
how the facility will operate, staff does not recommend exploration of such restriction at
this time. If an actual on-street parking problem emerges at some point in the future, the
City Council could then consider imposing such restriction.
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 3 OF 9
Attachments:
A.Site location and public hearing mailing notice map
B.Zoning map
C.Photos of existing property
D.Applicant’s project narrative
E.Site plans (10 sheets)
F.Resolution
2025 Aerial Photo:
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 4 OF 9
B.PROPOSED CONDITIONAL USE
1.Neighborhood open house
The applicant held a neighborhood open house on April 16, 2026, which was attended by
four neighborhood residents, the mayor, two planning commission members, and the city
planner. The purpose of the open house was to provide information on the proposed use to
property owners and tenants near the facility. Attendees asked questions about how the
applicant would use the property, hours of operation, and timing of the opening of the
religious institution.
2.Existing Use
The existing 5,600 sq. ft. building was constructed in 1964 on the 21,185 sq. ft. (0.5 acres)
property. The property has 25 parking spaces. The building has been vacant since 2022.
3.Adjacent uses
The following are the existing land uses and zoning districts surrounding this property:
•North.Residential treatment facility, zoned Neighborhood Commercial (NC)
•East.Across West Broadway, restaurant zoned NC
•West.Single-family homes zoned R-1
•South.Multi-family residential buildings zoned R-2.
4.Proposed use
The applicant is proposing to repurpose the existing building for a religious institution. This
would involve extensive interior remodeling, including the installation of a fire suppression
system (sprinklers). The applicant is not proposing to enlarge the building or increase the
size of the existing parking lot.
In the NC district, principal uses cannot open before 5 a.m., or be open after 10 p.m., and
the applicant is not proposing to exceed those hours. The busiest time will be Fridays from
noon to 1:30 p.m., when typically 30 individuals will be congregating at the building for
prayer. If needed, this prayer time could be broken into two time slots so that everyone
does not attend at the same time. On Saturdays, children will be dropped off for
educational purposes. The following are notable site plan elements for the proposed use:
(a)Parking. There are 25 parking spaces on the property. For religious institutions the
Unified Development Code (UDC) states that the number of required parking spaces
is based on the design capacity of the assembly rooms. Attachment E shows the
proposed floor plan including the assembly rooms for men and women that limits
this capacity to 75 persons. Due to the limited number of off-street parking spaces
on the property, a condition of CUP approval has been made that limits the capacity
of the building to 75 people at any given time. Any event that will have more than 75
people will be held off-site.
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 5 OF 9
Currently parking is not allowed on the west side of Welcome Ave. N. south of 48 th
Ave., and on the east side of Welcome Ave. north of 48th.
The city engineer is recommending the installation of no parking signs on two streets
(see the illustration below):
➢ Since 48th Ave. N is narrower than Welcome, on-street parking should be
limited to one side of that street to allow for the passage of vehicles.
➢ Parking on the west side of Welcome north of 48th would cause a hazardous
condition for vehicles traveling on Welcome.
The city engineer will request that city council adopt a resolution prohibiting parking on
the north side of 48th between Welcome and the alley and for the west side of Welcome
from 48th to West Broadway. If City Council approves these restrictions, the applicant
will be required to pay for the installation of no parking signs as part of the site
improvement agreement.
Based on the parking requirements in the UDC, the proposed 25 parking spaces are
sufficient for the religious institution as proposed with the 75-person limit.
The applicant will be resurfacing the parking lot, which has reached the end of its useful
life. The resurfacing project includes the installation of surmountable curb around the
parking lot perimeter. The submittal of additional technical information relating to the
parking lot resurfacing has been made a condition of CUP approval.
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 6 OF 9
(b) Access and circulation. There are two existing driveways off 48th Avenue N.,
providing access to the parking lot. The city’s Public Works Director and the West
Metro Fire Rescue District staff have reviewed the traffic circulation plan and found
it adequate to accommodate vehicle movement into and within the site, including
fire trucks and delivery vehicles, provided that the no parking zones on 48th and
Welcome are implemented as described in Section B (4) (a) of this report. There is an
existing sidewalk along 48th Ave. N.
(c) Stormwater management. Since the disturbed area for this proposed use is less than
one acre, a stormwater management plan is not required. However the applicant
will improve storm drainage on the property by installing surmountable curb and
adequate drainage slopes for the resurfacing of the parking lot (currently the parking
lot has no curbing). The submittal of additional technical information relating to
property drainage has been made a condition of CUP approval.
(d) Landscape Plan. There is one large existing tree on the north side of the building that
appears to have started as a volunteer tree. The applicant proposes to plant 10 new
trees (American Linden, Blue Beech, and Swamp White Oak) together with two
varieties of shrubs which will screen the east side of the parking lot.
For those trees that will be planted in the right-of-way, the applicant will be asked to
sign a maintenance and replacement agreement with the city. The submittal of this
executed agreement for city signature is made a condition of CUP approval.
(e) Screening. The site plan shows a proposed dumpster enclosure on the alley side of
the building. The applicant is not proposing new rooftop or ground-mounted
mechanical equipment that would need to be screened.
(f) Exterior lighting. There are two existing unused light poles on the property that will
be removed, and no new ones are proposed. Seven wall fixtures are proposed to be
added and this lighting meets city requirements.
5. Recommended Findings
The following are the relevant criteria for approval of a conditional use permit in city code
section 510.19:
(a) The proposed use has been approved as a conditional use in the zoning district for
which it is proposed.
Findings: Religious institutions are a conditional use in the NC zoning district.
(b) The conditional use will be in accordance with the general objectives, or with any
specific objective, of the city’s comprehensive plan and the unified development code
(UDC).
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 7 OF 9
Findings: The property is guided as Commercial on the 2040 Planned Land Use Map,
which includes retail, offices, restaurants and some automobile-oriented uses (on
corridors designated in the UDC). The proposed religious institutional use, which is
allowed as a conditional use in the UDC, is in conformance to this designation.
(c) The conditional use will be designed, constructed, operated, and maintained so as to
be harmonious and appropriate in appearance with the existing or intended character of
the general vicinity and that such use will not change the essential character of the same
area.
Findings: Since the applicant will not increase the size of the building footprint or parking
lot for this use, the existing character of the area will not change. Because the proposed
use is allowed as a conditional use in the NC district, it is compatible with the intended
character of the area, provided that the CUP conditions are met.
(d) Impacts such as noise, hours of activity, and exterior lighting have been sufficiently
addressed to mitigate negative impacts on nearby uses.
Findings: The proposed use is not expected to generate unusual noise impacts. To ensure
compliance with the noise ordinance and to ensure compatibility with adjacent
residential uses, no loudspeakers or other external amplified sounds will be permitted.
Hours of operation will be in compliance with the limits in the UDC. The new exterior
lighting meets city requirements.
(e) Parking is adequately provided for the proposed conditional use.
Findings: As described in section 4(a) of this report, the proposed religious institution use
will have 25 parking spaces. This CUP approval institutes a maximum limit of 75 persons
that can be on the property at any given time. Any event that will have more than 75
people will be held off-site.
(f) In the approval of a conditional use permit, the City Council may impose such
conditions as it determines is necessary to make the use compatible with other uses
allowed in the same district zone or vicinity.
Findings: The proposed conditions of approval for the CUP are found in section C of this
staff report.
6. Use specific standards
The following is the relevant use specific standard in city code section 515.19, Subd. 7 for
approval of a secondary school or public or semipublic building, followed by staff’s findings
of the standard.
a) The facility is served by arterial, collector, or municipal state aid streets and such
pedestrian facilities as are necessary to accommodate the traffic generated by the facility.
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 8 OF 9
Findings: The property is adjacent to Welcome Ave. N., which is a minor collector street
and municipal state aid street. This means that it is designed for higher traffic volumes
and larger vehicles than a standard residential street. Welcome Avenue connects 4801
Welcome to West Broadway, a major collector street. There is a public sidewalk along
the north side of 48th, directly adjacent to the property, which connects to a network of
sidewalks on Welcome Ave. N. and West Broadway. To safely accommodate vehicular
access, both for the facility and adjacent properties, additional parking restrictions on
48th and Welcome are necessary as described in Section B 4 (a) of this report.
C. REQUESTED ACTION
At the May 11, 2026 Planning Commission public hearing, the Commission recommended
approval of the CUP by a vote of 7 to 0 (two members were absent), subject to the following
conditions of approval:
1. Site Plan. The property shall be developed according to the site plan in
attachment E. Prior to issuance of the building permit to renovate the building’s
interior and resurface the parking lot, the applicant shall:
a. Submittal deadline. The applicant shall submit the permit application for the
interior building renovation by May 1, 2027 or submit a request for zoning
administrator approval of a one-year extension before that permit
application deadline.
b. Site drawing. Provide a site plan drawing showing the following information
for the parking lot resurfacing:
i. Cross-section showing the thickness of class 5 and bituminous
material for the project.
ii. The location of slopes in the parking lot and along the curb to verify
that adequate drainage is provided.
c. Site improvement agreement. Sign a site improvement agreement with the
city and provide an escrow to guarantee resurfacing of the parking lot and
installation of the landscaping plan. As part of this agreement, the applicant
will also pay $750 to install five no parking signs adjacent to the property.
d. Maintenance agreement. Provide a maintenance and replacement
agreement for city approval for the trees planted in public street right -of-
way which will be recorded against the property.
2. Parking related limitations.
a. Maximum number of people. Notwithstanding any other code or rule, due
to the limited number of off-street parking stalls on the property, no more
than 75 people can attend an event on the property at one time. Any event
that will have more than 75 people shall be held off-site.
b. Time separation. To ensure adequate separation between the departure of
the previous attendees and the arrival of the subsequent attendees, there
6.1
4801 WELCOME AVENUE NORTH – CONDITIONAL USE PERMIT APPLICATION
PAGE 9 OF 9
shall be at least a 30-minute gap between the end of the previous worship
service and the beginning of the subsequent worship service.
3. Amplified sounds. No loudspeakers or other external amplified sounds are
permitted.
4. Compliance. This conditional use permit is subject to the applicable
requirements of the city code, and the applicant is required to comply with all
applicable federal, state, and local laws, rules, regulations, and ordinances, and
is required to obtain such other permits and permissions as may be required .
5. No Waiver. Failure by the City to take action with respect to any violation of
any condition, covenant or term of this conditional use permit shall not be
deemed to be a waiver of such condition, covenant, or term or any subsequent
violation of the same or any other condition, covenant, or term.
6. Revocation. The violation of any terms or conditions of this conditional use
permit including, but not limited to, any applicable federal, state, or local laws,
rules, regulations, and ordinances, may result in revocation of the conditional
use permit. The applicant shall be given written notice of any violation and
reasonable time, as determined by the City, to cure the violation before a
revocation of the permit will occur.
7. Binding Effect. This conditional use permit, and the conditions placed on it, are
binding on the applicant, their successors and assigns, shall run with the
property, and shall not in any way be affected by the subsequent sale, lease, or
other change from current ownership, until the conditional use permit is
terminated or revoked as provided herein. The obligations of the applicant
under this conditional use permit shall also be the obligations of the current and
any subsequent owners of the property.
8. Acceptance of Conditions. Utilization of the property for any of the uses
allowed by this conditional use permit shall automatically be deemed
acceptance of, and agreement to, the terms and conditions of this conditional
use permit without qualification, reservation, or exception.
The applicant anticipates renovating the building interior and making the site improvements
this year.
City Council motion to approve the proposed resolution (attachment F) is requested.
6.1
Site Location and Public Hearing Notice Mailing Map
4801 Welcome Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment A
6.1
Zoning Map
4801 Welcome Ave N
4141 Douglas Dr. N.
Crystal MN 55422
Attachment B
6.1
Front of
building facing
east (Welcome
Ave. N.)
Photo
taken from
48th and
Welcome
Avenues N.
Attachment C 6.1
South side facing
48th Ave. N.
West side
facing alley
6.1
Operational Overview, Parking Management & Neighborhood
Compatibility
The proposed facility will operate as an Islamic Education and Cultural Community Center (IECC),
managed by members of the Gambian community, and serving a diverse population of residents in
Crystal and surrounding communities. The center registered as non-profit 501(c)3 will provide a
range of services including educational programs, youth development activities, cultural
events, community gatherings, and daily prayer services.
Daily operations are expected to be low in intensity and primarily indoors, generating minimal
tra"ic. The primary peak activity occurs during Friday mid-day congregational prayer, which
typically lasts approximately 45–60 minutes. The organization recognizes the importance of
responsibly managing parking demand and maintaining a positive relationship with neighboring
businesses and residents.
Operational Measures to Minimize Parking Impact
To ensure continued compliance and minimize parking impacts, the organization is committed to
implementing the following operational measures:
1.Attendance Management
The organization will actively monitor attendance levels to ensure that gatherings remain within the
on-site parking capacity of approximately 75 people. Current Friday attendance is approximately
30 individuals, with anticipated growth to approximately 50 individuals as the facility becomes
fully operational. Attendance will be managed proactively to prevent overflow beyond available
parking capacity.
2.O!-Site Scheduling for Larger Events
Any events expected to exceed the 75-person capacity will be scheduled at alternate locations.
For example, large gatherings such as Eid prayers (twice annually) are held at the Crystal
Community Center, which is better suited for higher attendance. This ensures that high-volume
events do not impact surrounding properties and residences.
3.Staggered Friday Prayer Services
If attendance increases over time, the organization will implement two staggered Friday prayer
services (e.g., 12:30 PM and 1:30 PM). This approach distributes attendance across time periods
and can reduce peak parking demand by up to 50%. This measure will be implemented
proactively if attendance approaches capacity.
Attachment D 6.1
4. On-Site Parking Management
Volunteer parking attendants will be present during peak times (especially Friday prayers) to:
• Direct vehicles e"iciently
• Maximize use of available spaces
• Prevent congestion or misuse of nearby properties
5. Carpooling and Ridesharing Encouragement
The organization will encourage attendees to carpool and rideshare, particularly during Friday
prayers. This reduces the total number of vehicles and improves parking e"iciency.
6. Signage and Parking Guidance
Clear on-site signage and communication will be provided to ensure attendees:
• Park only in designated areas
• Do not use unauthorized or restricted spaces
Instructions will also be communicated internally to reinforce compliance.
7. Weekend School Tra!ic Management
Weekend educational programs will operate primarily on a drop-o! and pick-up basis. These
activities are staggered and short in duration, minimizing prolonged parking demand and
congestion.
8. Monitoring and Ongoing Adjustment
The organization will monitor parking conditions and make operational adjustments as needed to
maintain compliance. If any concerns arise, the organization will work collaboratively with City
sta! to implement additional measures if required.
9. Neighborhood Coordination and Communication
The organization is committed to maintaining positive relationships with neighboring businesses
and residents. A neighborhood open house will be hosted prior to Planning Commission review
to:
• Provide transparency
• Address questions
• Build community understanding and support
6.1
10.Commitment to Compliance
The organization will operate in full compliance with all City regulations and CUP conditions. All
activities will be conducted in a manner that respects surrounding properties and minimizes
impact on the neighborhood.
Through these measures, the organization aims to ensure that the facility operates responsibly
while contributing positively to the local community.
6.1
Attachment E 6.1
6.1
6.1
6.1
6.1
Scale: as notedFilename: 4801 Welcome.AGIDate:5/8/2026Job Name:Lighting LayoutVersion AMatt WelchThe Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design)provided by ROUZER ("ROUZER")represents an anticipated prediction of lighting system performancebased upon design parameters and information supplied by others. These design parameters andinformation provided by others have not been field verified by ROUZER and therefore actual measured resultsmay vary from the actual field conditions. ROUZER recommends that design parameters and other information befield verified to reduce variation. ROUZER neither warranties, either implied or stated with regard to actualmeasured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.ROUZER neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitabilityof the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception ofthose specifically stated on drawings created and submitted by ROUZER. The Lighting design is issued, in whole orin part, as advisory documents for informational purposes and is not intendedfor construction nor as being part ofa project's construction documentation package.Drawn By:Filename: C:\Users\matt\OneDrive - Rouzer Group\Desktop\MATT DT PROJECTS 2026\EPS\Lexington Crossing\4801 Welcome.AGIPrepared For: JHLNot to Scale
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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.2 0.5 1.2 0.7 0.3 0.4 1.0 0.9 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.3 2.3 18.7 4.9 0.6 1.2 12.3 10.0 1.2 1.5 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.6 5.5 5.9 1.7 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.9 8.0 6.9 7.0 2.2 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.7 4.0 2.0 4.7 2.1 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.2 0.4 9.3 8.7 2.4 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.5 1.8 2.3 4.7 2.1 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 1.0 11.2 4.2 5.8 2.1 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.4 1.3 8.4 7.1 1.9 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.6 1.9 1.0 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
6.1
Filename: C:\Users\matt\OneDrive - Rouzer Group\Desktop\MATT DT PROJECTS 2026\EPS\Lexington Crossing\4801 Welcome.AGIScale: as notedFilename: 4801 Welcome.AGIDate:5/8/2026Job Name:Lighting LayoutVersion ANOTES:
* The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD)
has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient)
of mean lumens / initial lumens per lamp manufacturers' specifications.
* Illumination values shown (in footcandles) are the predicted results for planes of calculation either
to the plane of calculation.
* The calculated results of this lighting simulation represent an anticipated prediction of system performance.
Actual measured results may vary from the anticipated performance and are subject
to means and methods which are beyond the control of the designer.
* Mounting height determination is job site specific, our lighting simulations assume a mounting height
(insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires
and at the bottom of the symbol for all other luminaire mounting configurations.
* RAB Lighting Inc. luminaire and product designs are protected under U.S. and International intellectual property laws.
horizontal, vertical or inclined as designated in the calculation summary. Meter orientation is normal
Patents issued or pending apply.The Lighting Analysis, ezLayout, Energy Analysis and/or Visual Simulation ("Lighting Design)provided by ROUZER ("ROUZER")represents an anticipated prediction of lighting system performancebased upon design parameters and information supplied by others. These design parameters andinformation provided by others have not been field verified by ROUZER and therefore actual measured resultsmay vary from the actual field conditions. ROUZER recommends that design parameters and other information befield verified to reduce variation. ROUZER neither warranties, either implied or stated with regard to actualmeasured light levels or energy consumption levels as compared to those illustrated by the Lighting Design.ROUZER neither warranties, either implied or stated, nor represents the appropriateness, completeness or suitabilityof the Lighting Design intent as compliant with any applicable regulatory code requirements with the exception ofthose specifically stated on drawings created and submitted by ROUZER. The Lighting design is issued, in whole orin part, as advisory documents for informational purposes and is not intendedfor construction nor as being part ofa project's construction documentation package.Drawn By:Matt WelchPrepared For: JHL***LAYOUT AND BOM ARE SUBJECT TO APPROVAL***
Luminaire Schedule
Symbol Qty Tag Label Arrangement
Expanded Luminaire Location Summary
Lum. Lumens Arr. Lum.
Lumens
LLF Description
LumNo Tag X
Lum. Watts Arr. Watts Total Watts
Y MTG HT Orient
Calculation Summary
Tilt
Label CalcType Units
1 S 96.75 166
Avg
8.5 180 0
2
Max Min
S 96.75
Avg/Min Max/Min Description
3 W
130
w34s_35w_5000k_
ntclr23060086
Single 5454 5454 1.000 W34S @ 35W _
5000K
38.8 38.8 116.4
PtSpcLr PtSpcTb Meter Type
CalcPts_1
8.5 180 0
2
3 S2
S2 slim15-34w_
ntclr23050153
Single
116 111.75 8.5 270 0
4 S2 159 111.75 8.5 270 0
Illuminance Fc
3907 3907 1.000 SLIM15 @34W 35.3 35.3 70.6
0.63 18.7
5 W 174 173 8.5 0 0
6 W 174 122
0.0 N.A.N.A.
12.7 12.7 25.4
8.5 0 0
7 W
2 S slim15-13w_
ntclr23050151
Single 1493 1493 1.000 SLIM15 @13W
Readings taken @ 0'-
0" AFF
10 10
174 147 8.5 0 0
Total Quantity: 7
Horizontal
6.1
Quote # DN26-05083 - 4801 WELCOME ISLAMIC PRAYER CENTER Date: 5/8/2026 Page 1
Page 1 of 1
To: DOMINIC
CHASKA ELECTRIC
Job/Project Name:
4801 WELCOME ISLAMIC PRAYER CENTER
Remarks: LEAD TIMES ARE ESTIMATES ONLY
Qty Type Mfg Description Unit Price Extd.Price
4 WP1 RAB SLIM15 $64.00 $256.00
3 WP2 RAB W34S $97.00 $291.00
frt allowed
factory stock
TOTAL:$547.00
MFG Code F.O.B TERMS Lead Time
Prices firm for entry by: 30 DAYS Shipment by: PER MFG Lead Time: PER MFG.
This quotation/proposal is subject to the manufacturer's published terms and conditions. Quotation is void if changed. Prices are firm for 30 days from quotation date. After 30
days our quotation is subject to revision. All prices contained herein are subject to immediate revision if any product becomes subject to USTR imposed tariffs.
PLEASE NOTE: DUE TO SUPPLY CHAIN SHORTAGES, LEAD TIMES ARE CONSIDERED APPROXIMATE AND CAN CHANGE WITH LITTLE NOTICE.
JH LARSON WILL NOT BEAR ANY FINANCIAL BURDEN BASED ON SHIPMENT DELAYS!
1.Special order/non stock and or direct product returns are subject to the factory return policy.
2.Note: pre-shipment of anchor bolts will be plus freight
3.Tax is not included in our quotations
4.See quote for freight terms!
5.Our quotation/proposal is subject to correction of typographical errors if present.
6.Counts/items/types listed are only estimates and are not guaranteed to be complete job requirements.
7.Projects that require "shop drawing approval" will not be released by us until we have an approved and signed copy of submittal .
8.This quotaion/proposal is not to be presumed as "approved by the engineer" until after a proper approval process has been completed by the contractor/engineer/architect.
9. Change orders will require written notice to us.
11.Our quotations are not to be presumed to include all "ADDENDUMS".
12.We appreciate your business
13 OUR PRICING DOES NOT INCLUDE STAGING, STORAGE AND/OR DELIVERY OF MATERIAL TO THE JOBSITE!
14 A minimum fee of 4% of job value will apply for staging, storing and delivery to jobsite, and requires completion of a Bill and Hold Agreement.
15 TARIFFS: All quotes provided are base on current pricing & conditions at time of issuance. Prices are subject to change without prior notice due to
fluctuations in tariffs, exchange rates or other market conditions. Any changes in tariffs, governmental regulations or unforseen cost increases
may impact the final price of goods or services
Printed: 05/08/26 13:36:29 Per: Denise Nord Email:
6.1
6.1
6.1
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026- _______
RESOLUTION APPROVING A CONDITIONAL
USE PERMIT FOR ISLAMIC EDUCATION AND CULTURAL CENTER
WHEREAS, Islamic Education and Cultural Center (“Applicant”) submitted an application
to the City of Crystal (“City”) for a conditional use permit to allow a religious institution at 4801
Welcome Avenue North in Crystal, which is legally described in the attached Exhibit A
(“Property”); and
WHEREAS, the Planning Commission, after due notice having been provided, held a
public hearing regarding the Applicant’s request on May 11, 2026, and voted to forward the
application to the City Council with a recommendation that the requested conditional use
permit be approved with certain conditions; and
WHEREAS, the City Planner’s report (“Planner’s Report”) dated May 13, 2026, regarding
this matter, which is attached hereto as Exhibit B, is incorporated herein and made part of this
Resolution, except that the conditions set out below are controlling; and
WHEREAS, the City Council finds that the requested conditional use permit, as
recommended by the Planning Commission and discussed in the Planner’s Report, and as
conditioned below herein, complies with the applicable rules and regulations of the Uniform
Development Code within the Crystal City Code.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Crystal, based on
the record of this matter and the findings and determinations contained herein and in the
Planner’s Report, hereby approves and issues a conditional use permit for Islamic Education
and Cultural Center on the Property, subject to compliance with the Crystal City Code and all of
the following conditions:
1.Site Plan. The property shall be developed according to the site plan in attachment F.
Prior to issuance of the building permit to renovate the building’s interior and resurface
the parking lot, the applicant shall:
a.Submittal deadline. The applicant shall submit the permit application for the interior
building renovation by May 1, 2027, or submit a request for zoning administrator
approval of a one-year extension before that permit application deadline.
b.Site drawing. Provide a site plan drawing showing the following information for the
parking lot resurfacing:
i.Cross-section showing the thickness of class 5 and bituminous material for
the project.
Attachment F 6.1
ii. The location of slopes in the parking lot and along the curb to verify that
adequate drainage is provided.
c. Site improvement agreement. Sign a site improvement agreement with the city and
provide an escrow to guarantee resurfacing of the parking lot and installation of the
landscaping plan. As part of this agreement, the applicant will also pay $750 to
install five no parking signs adjacent to the property.
d. Maintenance agreement. Provide a maintenance and replacement agreement for
city approval for the trees planted in public street right -of-way which will be
recorded against the property.
2. Parking related limitations.
a. Maximum number of people. Notwithstanding any other code or rule, due to the
limited number of off-street parking stalls on the property, no more than 75 people
can attend an event on the property at one time. Any event that will have more than
75 people shall be held off-site.
b. Time separation. To ensure adequate separation between the departure of the
previous attendees and the arrival of the subsequent attendees, there shall be at
least a 30-minute gap between the end of the previous worship service and the
beginning of the subsequent worship service.
3. Amplified sounds. No loudspeakers or other external amplified sounds are permitted.
4. Compliance. This conditional use permit is subject to the applicable requirements of the
city code, and the applicant is required to comply with all applicable federal, state, and
local laws, rules, regulations, and ordinances, and is required to obtain such other
permits and permissions as may be required.
5. No Waiver. Failure by the City to take action with respect to any violation of any
condition, covenant or term of this conditional use permit shall not be deemed to be a
waiver of such condition, covenant, or term or any subsequent violation of the same or
any other condition, covenant, or term.
6. Revocation. The violation of any terms or conditions of this conditional use permit
including, but not limited to, any applicable federal, state, or local laws, rules,
regulations, and ordinances, may result in revocation of the conditional use permit. The
applicant shall be given written notice of any violation and reasonable time, as
determined by the City, to cure the violation before a revocation of the permit will
occur.
7. Binding Effect. This conditional use permit, and the conditions placed on it, are binding
on the applicant, their successors and assigns, shall run with the property, and shall not
in any way be affected by the subsequent sale, lease, or other change from current
ownership, until the conditional use permit is terminated or revoked as provided herein.
6.1
The obligations of the applicant under this conditional use permit shall also be the
obligations of the current and any subsequent owners of the property.
8. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this
conditional use permit shall automatically be deemed acceptance of, and agreement to,
the terms and conditions of this conditional use permit without qualification,
reservation, or exception.
Adopted by the Crystal City Council this 19th day of May 2026.
____________________________
Julie Deshler, Mayor
ATTEST:
_____________________________
Chrissy Serres, City Clerk
6.1
EXHIBIT A
Legal Description of the Property
Lots 7 and 8, Block 1, West Lilac Terrace Fourth Unit, Hennepin County, Minnesota
6.1
EXHIBIT B
Planner’s Report
(attached hereto)
6.1
COUNCIL STAFF REPORT
DATE: May 19, 2026
FROM: Jesse Struve, PE, Director of Public Works / City Engineer
TO: Mayor and City Council
City Manager Adam R. Bell
CC:
RE: Approve parking on portions of the west side of Welcome Ave N and portions of 48th
Ave N.
Background
A new development is going to be occupying 4801 Welcome Ave. With the change of occupancy
staff is recommending adding five no parking signs along a portion of the west side of Welcome
Ave. N. and a portion of the north side of 48th Ave. N. Restricting parking in these areas (see
attached map), will allow for safe sight lines for people entering and exiting 4801 Welcome Ave.
N.
The addition of no parking in this area will not impact the residential areas just west or south of
this development from parking on the street. The no parking areas can be expanded in the
future if additional issues arise from operations at the facility.
No parking will be permitted at any time on the west side of Welcome Ave. N. from 48th Ave. to
West Broadway and on the north side of 48th Ave. from the alley (just west of 4801) to Welcome
Ave. N. (see attached map).
Requested City Council Action
Motion to approve the resolution prohibiting parking on the west side of Welcome Ave. N. from
48th Ave. to West Broadway and on the north side of 48th Ave. from the alley (just west of 4801)
to Welcome Ave. N. (see attached map).
Attachments
•Resolution
•Map showing restricted areas
6.2
CITY OF CRYSTAL
MINNESOTA
RESOLUTION NO. 2026-
PROHIBITING PARKING ON PORTIONS OF THE WEST SIDE OF WELCOME
AVENUE NORTH AND PORTIONS THE NORTH SIDE
OF 48TH AVE N
WHEREAS, the Crystal City Council is committed to providing and maintaining quality
infrastructure that is essential for everyday residential, commercial, industrial, and recreational
activities in the City; and
WHEREAS, the City of Crystal approved a new development at 4801 Welcome Ave. N.;
and
WHEREAS, the City staff have concerns with the sight lines for people entering and
exiting 4801 Welcome Ave. N.; and
WHEREAS, the addition of no parking along portions of Welcome Ave. N. and 48th Ave.
N. will improve the sight lines for people going to and from the development;
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Crystal as follows:
1. The Crystal City Council hereby prohibits the parking of any vehicles or equipment at all
times on the west side of Welcome Ave. N. from 48th Ave. to West Broadway and on the
north side of 48th Ave. from the alley (just west of 4801) to Welcome Ave. N.
Adopted this 19th day of May 2026.
______________________________
Julie Deshler,
Mayor
ATTEST:
_______________________________
Chrissy Serres,
City Clerk
6.2
XeniaAve N
48th Ave N
XeniaAve NWelcome Ave NWelcomeAve N
48th Ave N
48 th
A
v
e
N
4900
54
47004755
4801
48014800
4806
4812
4818
4754
4901
4900
54
ArcGIS Web Map
City Boundary
Crystal Parcels
HennepinCounty_MN_Nearmap_Sp24_6in.sid
Red: Band_1
Green: Band_2
Blue: Band_3
5/14/2026, 12:37:04 PM
0 0.01 0.020.01 mi
0 0.01 0.030.01 km
1:591
6.2