2024-03-19 City Council PacketCITY OF MENDOTA HEIGHTS
CITY COUNCIL MEETING AGENDA
March 19, 2024 7:00PM
Mendota Heights City Hall, 1101 Victoria Curve, Mendota Heights
1.CALL TO ORDER
2.ROLL CALL
3.PLEDGE OF ALLEGIANCE
4.APPROVAL OF THE AGENDA
The Council, upon majority vote of its members, may make additions or deletions to the agenda. These
items may be submitted after the agenda preparation deadline.
5.PUBLIC COMMENTS- for items not on the agenda
Public comments provide an opportunity to address the City Council on items which are not on the meeting
agenda. All are welcome to speak. Individuals should address their comments to the City Council as a
whole, not individual members. Speakers are requested to come to the podium and must state their name
and address. Comments are limited to three (3) minutes. No action will be taken; however, the Mayor and
Council may ask clarifying questions as needed or request staff to follow up.
6.CONSENT AGENDA
Items on the consent agenda are approved by one motion of the City Council. If a councilmember requests
additional information or wants to make a comment on an item, the item will be removed from the consent
agenda and considered separately. Items removed from consent agenda will be taken up as the next order
of business.
a.Approve Minutes from the March 6, 2024, City Council Meeting
b.Approve Minutes from the February 20, 2024, City Council Work Session Meeting
c.Approve Hire for Office Support Assistant
d.Approve Out of Metro Travel-Police
e.Resolution 2024-10 Authorize the Disposal of Unclaimed Police Department Property
f.Approve January 2024 Treasurer’s Report
g.Approve Claims List
Next Meeting
April 2, 2024 7:00PM
Information is available in alternative formats or with the use of auxiliary aids to individuals with disabilities
upon request by calling city hall at 651-452-1850 or by emailing cityhall@mendotaheightsmn.gov
Regular meetings of the City Council are cablecast on NDC4/Town Square Television Cable Channel 18/HD798 and online at TownSquare.TV/Webstreaming
7.PRESENTATIONS
a.Parks and Recreation Year in Review
8.PUBLIC HEARINGS
9.NEW AND UNFINISHED BUSINESS
a.Resolution 2024-09 Approving Plans and Authorizing Advertisement for Bids for the Emerson
Avenue Street Improvements
b.Recreation Program and Event Sponsorship Policy
10. COMMUNITY/CITY ADMINISTRATOR ANNOUNCEMENTS
11.CITY COUNCIL COMMENTS
12.ADJOURN
CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY
STATE OF MINNESOTA
DRAFT Minutes of the Regular Meeting
Held Wednesday, March 6, 2024
Pursuant to due call and notice thereof, the regular meeting of the City Council, City of Mendota Heights,
Minnesota was held at 7:00 p.m. at City Hall, 1101 Victoria Curve, Mendota Heights, Minnesota.
CALL TO ORDER
Mayo r Levine called the meeting to order at 7:00 p.m. Councilors Lorberbaum, Paper, Mazzitello, and
Miller were also present.
PLEDGE OF ALLEGIANCE
Council, the audience, and staff recited the Pledge of Allegiance.
AGENDA ADOPTION
Mayo r Levine presented the agenda for adoption. Councilor Mazzitello moved adoption of the agenda.
Councilor Paper seconded the motion.
Ayes: 5
Nays: 0
PUBLIC COMMENTS
No one from the public wished to be heard.
CONSENT CALENDAR
Mayo r Levine presented the consent calendar and explained the procedure for discussion and approval.
Councilor Lorberbaum moved approval of the consent calendar as presented, pulling items H, J, K, and
L.
a.Approval of February 20, 2024 City Council Minutes
b. Acknowledge January 30, 2024 Planning Commission Meeting Minutes
c.Authorize Joint Powers Agreement with Dakota County for Natural Resource Forest Enhancement
on the River-to-River Regional Greenway – Valley Park
d.Authorize Joint Powers Agreement with Dakota County for the Delaware Avenue Safe Routes to
School Improvements from Mendota Road to Marie Avenue
e.Authorize Transfer of Funds to the Lower Mississippi River Watershed Management Organization
for PCB and Other Contaminants of Concern Investigation
f.Approve the Purchase of SCADA System and Lift Station Panels
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g.Acknowledge January 2024 Fire Synopsis
h.Accept the Retirement of Firefighter Dave Winge
i.Authorize Purchase Order for Concrete Work at the Par 3
j.Approve Two Rivers Athletic Association’s Request for Portable Pitching Mounds
k.Approve Joint Powers Agreement for the Open to Business Program through Dakota County
Community Development Agency
l.Adopt Environmentally Preferable Purchasing Guidelines Addendum to the City’s Purchasing
Policy
m.Authorize 2023 Shade Tree Program Bonding Grant with the MN Department of Natural
Resources
n. Approval of Claims List
Councilor Mazzitello seconded the motion.
Ayes: 5
Nays: 0
PULLED CONSENT AGENDA ITEMS
H)ACCEPT THE RETIREMENT OF FIREFIGHTER DAVE WINGE
Councilor Miller stated that he has known Dave Winge and his family for almost his entire life, providing
input on his time serving the community during the last ten years. He stated that while the department is
sad to see him go, he will still be a member of the community and thanked him for his service.
Councilor Miller moved to accept THE RETIREMENT OF FIREFIGHTER DAVE WINGE.
Councilor Paper seconded the motion.
Further discussion: Mayor Levine echoed the comments of thanks and appreciation on behalf of the
Council.
Ayes: 5
Nays: 0
J)APPROVE TWO RIVERS ATHLETIC ASSOCIATION’S REQUEST FOR PORTABLE
PITCHING MOUNDS
Councilor Lorberbaum noted that this item came before the Council two weeks ago and it was her
suggestion to table the item in an attempt to raise additional funds. She stated that she does support TRAA
and values the service that it provides to youth in the community. She commented that she does have
concern with spending funds from the special parks fund, as those funds are being depleted without a
steady stream of funding coming back in. She commented that TRAA is a priority user group and
therefore receives discounts on field use, noting that baseball and softball also receive waiver reductions.
She stated that she did connect TRAA with the Mendota Heights Foundation, but for some reason that
connection was not fully realized. She stated that there are other nonprofit groups that utilize pull tabs to
generate funds to donate for purposes like this. She thought that it would be feasible for $1,800 to be
raised from members and businesses in the community within the last two weeks. She commented that
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she personally made a significant donation but was unaware of the amount of funding that was raised
during that time.
Parks and Recreation Manager Meredith Lawrence replied that she does agree with the facts stated by
Councilor Lorberbaum. She stated that the mounds would only be used for baseball, and they are
removable which would allow the fields to remain multi-purpose. She stated that in her discussion with
Mr. Crepeau on Monday, there had not been any additional donations received.
Councilor Lorberbaum commented that she spoke with Mr. Crepeau on Monday, and he stated that he had
not checked the p.o. mailbox and therefore would not have received her check, and others if they had been
sent.
Councilor Paper commented that if the motion is going to be changed, he would like the language to state
up to $1,800. He stated that TRAA is the largest user group and noted that many teams and groups are
currently out fundraising in the community. He stated that the mounds would be on the fields for use, and
he would support up to $1,800, pending any incoming donation. He recognized the work and partnerships
TRAA has done and made to reduce the overall ask to the City.
Councilor Paper moved to approve TWO RIVERS ATHLETIC ASSOCIATION’S REQUEST FOR
PORTABLE PITCHING MOUNDS, IN AN AMOUNT UP TO $1,800, PENDING ANY INCOMING
DONATIONS RECEIVED UP TO MARCH 8, 2024.
Councilor Miller seconded the motion.
Further discussion: Councilor Mazzitello commented that these funds are being spent from the special
parks fund and asked if donations would be replenished to the special parks fund.
Parks and Recreation Manager Meredith Lawrence replied that the donations would be received by TRAA
and TRAA would make that contribution to the City.
Councilor Lorberbaum encouraged residents to make a donation to TRAA for this cause.
Ayes: 5
Nays: 0
K) APPROVE JOINT POWERS AGREEMENT FOR THE OPEN TO BUSINESS PROGRAM
THROUGH DAKOTA COUNTY COMMUNITY DEVELOPMENT AGENCY
Councilor Lorberbaum commented that while the City has attempted to publicize this wonderful program,
more attention could be given. She stated that this program is available for businesses or those wanting
to start businesses to speak with an expert at no cost. She stated that there is information on the City
website and within the Friday News and Heights Highlights. She stated that the program has been heavily
used by residents in the other communities and hoped that Mendota Heights residents would utilize the
program as well.
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Councilor Lorberbaum moved to approve JOINT POWERS AGREEMENT FOR THE OPEN TO
BUSINESS PROGRAM THROUGH DAKOTA COUNTY COMMUNITY DEVELOPMENT
AGENCY.
Councilor Mazzitello seconded the motion.
Ayes: 5
Nays: 0
L)ADOPT ENVIRONMENTALLY PREFERABLE PURCHASING GUIDELINES ADDENDUM TO
THE CITY’S PURCHASING POLICY
Mayor Levine stated that this is one of the many things the City does that often goes under the radar.
Assistant City Administrator Kelly Torkelson stated that this is an effort to further the City’s progress in
the GreenStep Cities program. She stated that this identifies processes that staff will review when
evaluating purchases the City is making. She stated that this represents the City taking action in being
more environmentally aware.
Mayor Levine moved to adopt ENVIRONMENTALLY PREFERABLE PURCHASING GUIDELINES
ADDENDUM TO THE CITY’S PURCHASING POLICY.
Councilor Lorberbaum seconded the motion.
Ayes: 5
Nays: 0
PRESENTATIONS
A) ROGERS LAKE WATER QUALITY REPORT – SAINT THOMAS ACADEMY
Tony Kinzley, Saint Thomas Academy, stated that he is present tonight with students to provide their
annual report on the water quality of Rogers Lake.
Ben Treacy, Charlie Probst, Jackson Skagen, and Tadhgan Harlin presented their report on the Rogers
Lake water quality. The presentation included information on the data and testing, the specific testing
results and trends, an overall analysis of the data, and recommended solutions.
Mayor Levine thanked the students for their continued monitoring of Rogers Lake.
Councilor Miller commented that this is one of his favorite things to be a part of each year and appreciates
the effort the students put into this. He recognized that this has been a mild winter, with minimal use of
road salts and minimal precipitation and asked if there is any thought as to how those things will impact
the results next year.
The students believed that the minimal use of road salt would improve the phosphate levels.
Mayor Levine commented that the City is also transitioning from the use of salt to brine.
Public Works Director Ryan Ruzek provided additional information on the use of brine, in addition to
salt, acknowledging that the use of brine is anticipated to reduce the amount of salt needed.
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Councilor Paper asked if the report is shared with the Rogers Lake Homeowners Association, as that group
has the largest impact on change. It was confirmed that the report would be shared with that group.
Councilor Lorberbaum commented that this was great work and a great report. She commented that it
was helpful to see the data and the comments of what should be done. She asked if there would be a next
step to consult with the City or HOA to implement the recommendations.
The students commented that the use of brine will likely prove helpful. He stated that the PH is likely due
to some human error and will most likely be corrected next year in the report. He stated that they will
also share the recommendations with the HOA to decrease the use of fertilizers and related to grass
clippings. He stated that any sharing of the information the City could do in addition would be helpful.
Councilor Mazzitello thanked the students for the report and thorough investigation. He recognized the
improvement that has been made over the years and commented on the educational campaign that was
implemented in the past and that included educational doorhangers in the area. He stated that perhaps that
type of campaign could be done again, recognizing that there has been turnover in some of the home
ownership in that area.
Mayor Levine referenced the different results, noting that some of the things that impact those numbers
seem to be related.
The students commented on the impact the drought had on water levels, which could have also impacted
the concentration of certain things in the lake.
PUBLIC HEARING
No items scheduled.
NEW AND UNFINISHED BUSINESS
A)REQUEST TO ENDORSE FRESH AIR FRIDAYS INITIATIVE
Kirsten Ramirez stated that the Council is being asked to endorse the “Fresh Air Fridays” initiative and
authorize use of City resources to promote the initiative. She presented information on climate change
and her proposed initiative for the community.
Councilor Paper asked if there would be a way to quantify what occurs over the summer, in terms of
tracking and evaluating the data to determine the real world impact this initiative could have.
Ms. Ramirez replied that one concept discussed was to have a short three question survey at the parks
celebration to receive the feedback from residents.
Councilor Miller commented that he loves this idea, and it would behoove everyone to lean into this
initiative. He stated that he also likes the idea of tracking data as that could help to show others how this
effort has provided benefits.
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Councilor Mazzitello stated that he is enamored with the mental health component of the presentation,
recognizing the negativity associated with climate change. He commented that this is an effort that
encourages residents to make some small changes that could have a positive impact.
Councilor Lorberbaum thanked the resident for her presentation. She echoed the comments of wanting to
quantify the data and what is accomplished by the initiative. She stated that perhaps something could be
developed to track that data.
Ms. Ramirez stated that she would be open to suggestions as most of the data would be story-related from
people’s experiences. She stated that perhaps this is a pilot program this year and next year there is a
pre/post survey.
Councilor Lorberbaum stated that perhaps there could be a feature in the Friday News quoting things that
residents have done.
Mayor Levine commented that this initiative would dovetail nicely with the other environmental efforts
of the City. She stated that there could be other partnerships, such as adopting a drain and cleaning it on
Fridays. She encouraged residents to think of those crossover opportunities. She commented that this
provides more things that residents can do personally to have a local impact.
Councilor Miller moved to endorse FRESH AIR FRIDAYS AND AUTHORIZE USE OF CITY
RESOURCES TO PROMOTE THE INITIATIVE.
Councilor Lorberbaum seconded the motion.
Ayes: 5
Nays: 0
B)AWARD PROFESSIONAL SERVICES CONTRACT FOR THE FRIENDLY HILLS
NEIGHBORHOOD IMPROVEMENTS
Assistant City Engineer Lucas Ritchie introduced himself to the Council.
Public Works Director Ryan Ruzek provided a brief background on this item. The Council was being
asked to consider awarding a contract for professional services on the Friendly Hills Neighborhood
Improvements, Project No. 202407.
Councilor Paper asked if the City has worked with Kimley-Horn in the past.
Public Works Director Ryan Ruzek replied that the consultant has worked on many Dakota County
projects, including the safe routes to school project on Delaware Avenue and is a reputable firm.
Councilor Paper referenced the size of the project and asked if it would be feasible to complete the project
in one construction season with St. Paul Regional Water Services, as the project would heavily depend on
that entity.
Public Works Director Ryan Ruzek replied that on a project like this SPRWS would defer to the contractor
installing the watermain, versus that being installed by their crews. He stated that it would be tight for a
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contractor to complete this project with one crew, therefore a contractor would need to come in with two
crews to complete this in one season.
Councilor Paper referenced the watermain from Aztec to Apache and asked the type of disruption that
would go along with that.
Public Works Director Ryan Ruzek replied that they would hope to use a trenchless technology for that
process.
Councilor Paper asked for details on construction observation and what that would entail.
Public Works Director Ryan Ruzek replied that it was basically the construction inspector, which would
be included in the services from Kimley-Horn. He noted that person would be onsite each day from start
to finish and would provide communication to residents and the City. He stated that the observer is used
more for observing and coordinating rather than inspecting.
Councilor Lorberbaum noted a concern she received from a resident related to the parking spaces near the
hockey rink and asked if that would be included.
Public Works Director Ryan Ruzek replied that the parking and trails in Friendly Hills would be completed
with this project.
Councilor Mazzitello referenced the proposed funding sources for the project. He stated that the
implemented franchise fees policy this year was meant to provide funding for infrastructure projects,
therefore that could be one source of funding for the City portion of the project cost. He noted that this
project was the first street project in the City’s program with the current assessment policy, therefore this
would be a good time to have a discussion of the assessment policy before the street projects begin to be
assessed for a second time. He stated that while Kimley-Horn has not been very involved directly with
Mendota Heights, the contractor has worked with Ramsey County on many projects and has a great
reputation. He stated that the feasibility study will look at the economic advantages of splitting the project
but noted that he would be hesitant as the bidding climate has varied drastically from year to year. He
asked and received confirmation that City staff would still continue to be heavily involved as well.
Mayor Levine asked if curb cut rain gardens would be offered for the project.
Public Works Director Ryan Ruzek confirmed that is always a part of the road projects. He stated that
staff has a draft living streets policy that will be reviewed by the appropriate commissions before coming
forward to the City Council, most likely in April.
Mayor Levine asked the date of the last reclamation and reconstruction for the area.
Councilor Miller commented that the last reconstruction was in June of 1995.
Public Works Director Ryan Ruzek replied that the other details would be provided in the feasibility
study/report. He noted that prior to the reconstruction, there was not curb and gutter in that area.
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Mayor Levine confirmed that the Council should have a worksession discussion related to the assessment
policy.
Councilor Mazzitello noted that the $3,500,000 expense for the water related expenses would have been
the responsibility of the City if it had not deeded that system to SPRWS.
Mayor Levine echoed those comments and agreed it was one of the best decisions the City has made.
Councilor Mazzitello moved to award PROFESSIONAL SERVICES ON THE FRIENDLY HILLS
NEIGHBORHOOD IMPROVEMENTS, PROJECT NO. 202407.
Councilor Paper seconded the motion.
Ayes: 5
Nays: 0
C)RESOLUTION 2024-08 APPROVING A WETLANDS PERMIT AT 941 WAGON WHEEL
TRAIL (PLANNING CASE NO. 2024-02)
Community Development Manager Sarah Madden provided a brief background on this item. The Council
was being asked to consider approving a Wetlands Permit to allow the permitting and construction of a
new single-family dwelling at 941 Wagon Wheel Trail.
Councilor Lorberbaum asked if this action would also approve the plans for the home. She stated that it
appears the garage doors are larger than would be allowed.
Community Development Manager Sarah Madden replied that this action is related to the site plan relative
to the wetland impacts. She reviewed the allowed garage/door sizes noting that the plans as submitted
would be permissible and if the applicant desired to go above that, a Conditional Use Permit (CUP) would
need to be submitted. She stated that the construction plans of the home would be reviewed through the
building permit process, while the footprint of the home is considered under the Wetlands Permit process.
Councilor Mazzitello commented that this property appears to have an infiltration basin while the previous
property did not and asked for details on that difference.
Sean Doyle, applicant, provided clarification on the garage door size. He stated that the infiltration basin
was not on the previous Wetland Permit request, but had been added for the building permit application.
He stated that this time they added the infiltration basin rather than adding it later. He explained that the
majority of the water for the property will drain to the infiltration basin, filtering into the ground.
Public Works Director Ryan Ruzek provided clarification on the requirements for infiltration on the site.
Councilor Paper asked if this would be something easy to maintain which would prevent the homeowner
from removing it in the future.
Mr. Doyle commented that there will be a maintenance agreement for that element of the property to keep
it clean and free of debris.
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Councilor Paper asked the point of the grid and the gravel proposed at the end of the driveway apron.
Mr. Doyle replied that is a rock construction entrance to limit the amount of material coming and going
from the site during construction.
Councilor Miller moved to adopt RESOLUTION NO. 2024-08 APPROVING A WETLANDS PERMIT
TO ALLOW THE PERMITTING AND CONSTRUCTION OF A NEW SINGLE-FAMILY DWELLING
AT 941 WAGON WHEEL TRAIL.
Councilor Mazzitello seconded the motion.
Ayes: 5
Nays: 0
COMMUNITY ANNOUNCEMENTS
Assistant City Administrator Kelly Torkelson provided an update on recent legislative discussions on
actions that would limit local zoning and land use controls of the City. She stated that staff has been in
contact with the City’s representatives and other appropriate entities. She announced upcoming
community events and activities. She also thanked election staff and election judges for their work on the
Presidential Nomination Primary.
COUNCIL COMMENTS
Councilor Paper thanked the students who provided the presentation tonight, noting that the students
continue to provide great reports, which is a testament to Mr. Kinzley’s teaching.
Councilor Mazzitello congratulated the Raiders who have qualified for the Minnesota State High School
Hockey Tournament, for only the fifth time in the school’s history. He commented that today is the 78th
birthday of David Gillmore of Pink Floyd. He thanked all the staff and volunteers that serve to make local
elections run smoothly.
Councilor Miller commented on the upcoming start to the spring athletic season for the local high schools
and encouraged drivers to be cautious of the kids running along the streets in areas without trails.
Councilor Lorberbaum echoed the thanks to the students tonight and their teacher for an excellent
presentation. She thanked Ms. Ramirez for bringing a great idea to the city, noting that she is excited to
see how that evolves. She also thanked staff and the volunteers that serve to make elections run smoothly.
She encouraged others interested to apply to serve as election judges.
Mayor Levine stated that spring has sprung and thanked public works for installing the pickleball nets
noting that she has already seen people playing. She commented that she is proud of the City and the
advocating that it does at the Capital on matters of interest. She noted that staff has testified on at least
six bills during the current legislative session. She encouraged residents to stay informed about what is
happening and recognize that their voices are being heard by local and state representatives.
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ADJOURN
Councilor Mazzitello moved to adjourn.
Councilor Paper seconded the motion.
Ayes: 5
Nays: 0
Ma yor Levine adjourned the meeting at 8:50 p.m.
____________________________________
Stephanie B. Levine
Mayor
ATTEST:
_______________________________
Nancy Bauer
City Clerk
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY
STATE OF MINNESOTA
DRAFT Minutes of the City Council Work Session
Tuesday, February 20, 2024
CALL TO ORDER
Mayor Levine called the work session to order at 5:00 p.m. Councilmembers Lorberbaum,
Mazzitello, and Paper were also present. Councilmember Miller was absent.
Others present include City Administrator Cheryl Jacobson, Assistant City Administrator Kelly
Torkelson, Park and Recreation Manager Meredith Lawrence, Finance Director Kristen
Schabacker, Community Development Manager Sarah Madden, City Attorney Elliott Knetsch,
and City Clerk Nancy Bauer,
CODE ENFORCEMENT
City Administrator Jacobson explained the current code enforcement process. In 2023, staff
received a total of 50 code enforcement complaints. Of those complaints, 89 percent were
resolved by the property owner after the first violation notice. The top complaints were public
nuisance in nature such as weeds/long grass, vehicle parking, RV parking, junk and visible trash
cans. The goal of the City’s code enforcement program is to educate/inform residents about
community standards and regulations.
Beyond the current notices that are used, there are other tools available to the city that include
criminal prosecution, abatement and civil injunction for code enforcement violations. Many
cities have found it beneficial to add administrative citations as a code enforcement tool, which
Mendota Heights currently does not have.
City Administrator Jacobson reported that the current code enforcement process is a complaint
received process. The process for compliance could take up to 90 days or longer and could be
weather or seasonally dependent. Staff has identified a need for additional code enforcement
options to encourage compliance when compliance does not occur after multiple letters or when
there are repeat violations at the same address.
City Attorney Elliott Knetsch reported that most code compliance violations occur because of
financial hardship or mental health concerns.
Civil abatement is the use of non-criminal remedies to address compliance violation. The city
council would act as the judge as to whether a public nuisance exists. After the hearing process,
if the violation is not remedied the council could order the abatement and issue the order to
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abate. If the violation is not abated the next step would to have the city enter the property and do
the abatement. It is technical and questionable whether the city has the authority to do the
abatement without a court order. The city ordinances have to comply with the U.S. Constitution
through the code enforcement process.
City Attorney Elliott Knetsch continued that criminal prosecution is where the property owner
receives a fine, goes to jail, or is ordered by a judge to do the abatement.
City Administrator Jacobson stated that staff believes there is a gap in code enforcement tools for
repeat offenders and would like to discuss adding administrative fines to the code enforcement
violation process. A new proposed process would be adding administrative fines before the
criminal citation, abatement or injunction process. This may also help speed up the compliance
process.
Staff shared that the City of South Saint Paul has an ordinance that includes administrative fines
in the city code. The code states “the city council seeks to offer an alternative method to
enforcement for city code violations rather than relying on the criminal court system”. City
Attorney Elliott Knetsch reported there would be a variety of ways to implement the South Saint
Paul code and discussed what would be involved. He also pointed out that the State Auditor and
Attorney General have questioned whether a statutory city has the authority to implement
administrative citation processes. Public nuisances, code violations, civil prosecution, adding
reinspection fees, and what the process would involve if using the South Saint Paul code for
administrative fines was discussed.
It was the consensus to add reinspection fees for code enforcement violations into the fee
schedule and shorten the timeline (15 days) between the letters for reinspection’s with an
extended timeline if needed with a response from the property owner. Also, continue to look at
the current abatement and injunction processes.
The City Council requested more information from South Saint Paul and other cities to see how
their process works with the administrative fines, costs for the process, hearing officer
information, administrative hearings, and how effective is the ordinance.
It was also a consensus to discuss at a later time the property maintenance ordinance.
PAR 3 CAPITAL PROJECT REQUEST UPDATE
Parks and Recreation Manager Meredith Lawrence reported staff is seeking direction on Par 3
capital projects that were discussed during the 2024 budget meetings. The year 2023 was a top
year for revenues with the most rounds played. The 2023 operating surplus was $54,643.
Currently there is $115,000 in the Par 3 fund. The 2024 capital projects were discussed.
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It was requested to get more information on the greens roller and the cost of leasing versus
buying. The future replacement of the irrigation system was discussed. The sidewalk
reconstruction project was discussed and it was suggested looking at other funding sources to
fund the sidewalk project.
ADJOURNMENT
The meeting adjourned at 6:47 p.m.
ATTEST: ___________________________________________
Stephanie B. Levine, Mayor
_______________________________
Nancy Bauer, City Clerk
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_________________________________________________ REQUEST FOR CITY COUNCIL ACTION
MEETING DATE: March 19, 2024
AGENDA ITEM: Office Support Assistant Hire
ITEM TYPE: ☒Consent ☐ Presentation/Recognition ☐ Public Hearing
☐New/Unfinished Business
DEPARTMENT: Administration CONTACT: Kelly Torkelson, Assistant City
Administrator
ACTION REQUEST:
Authorize the hire of Kristin Thomas as Office Support Assistant.
BACKGROUND:
The City Council authorized the posting to fill the vacant office support assistant position at its
February 6 meeting. Staff are pleased to recommend the hiring of Kristin Thomas as the new Office
Support Assistant.
The position of Office Support Assistant is an important role within the city, helping to support
various departments administrative needs. Kristin currently serves as an Administrative Supervisor for
the city of Cedar Falls, Iowa. She also has experience working for the City of Burnsville, and the City of
Elk River. Kristin will bring a wide range of administrative experience to the city of Mendota Heights.
Staff are recommending her hire at step 4 of the pay scale which is $61,818. In addition, as is standard
practice for new hires, she will start her employment with a forty (40) hour bank of vacation leave.
FISCAL AND RESOURCE IMPACT:
The Office Support Assistant is a budgeted position.
ATTACHMENTS:
None
CITY COUNCIL PRIORITY:
☐Economic Vitality & Community Vibrancy ☐Environmental Sustainability & Stewardship
☒Premier Public Services & Infrastructure ☐Inclusive & Responsive Government
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_________________________________________________ REQUEST FOR CITY COUNCIL ACTION
MEETING DATE: March 19, 2024
AGENDA ITEM: Approval of Out of Metro Travel
ITEM TYPE: ☒Consent ☐ Presentation/Recognition ☐ Public Hearing
☐New/Unfinished Business
DEPARTMENT: Police CONTACT: Kelly McCarthy, Chief of Police
ACTION REQUEST:
Approve a request for out of metro travel for police sergeants Gorgos, McCarty, and Renteria on April
16, 2024.
BACKGROUND:
Each year, the Jewish Community Relations Council facilitates a one-day trip to the U.S. Holocaust
Memorial Museum in Washington DC. Sergeants will have the opportunity to participate and to learn
about the role of police in Nazi Germany and to reflect on their role in a democratic society today.
FISCAL AND RESOURCE IMPACT:
Price of the training, including travel, is $435.00 each for a total of $1,305.00 to be paid from the
police training budget.
ATTACHMENTS:
None
CITY COUNCIL PRIORITY:
☐Economic Vitality & Community Vibrancy ☐Environmental Sustainability & Stewardship
☒Premier Public Services & Infrastructure ☒Inclusive & Responsive Government
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_________________________________________________ REQUEST FOR CITY COUNCIL ACTION
MEETING DATE: March 19, 2024
AGENDA ITEM: Authorize disposal of unclaimed property – Resolution 2024-10
ITEM TYPE: ☒Consent ☐ Presentation/Recognition ☐ Public Hearing
☐New/Unfinished Business
DEPARTMENT: Police CONTACT: Wayne Wegener, Police Captain
ACTION REQUEST:
Approve Resolution 2024-10, authorizing the disposal of unclaimed property from the police
department’s property room.
BACKGROUND:
The Mendota Heights Police Department recently conducted an audit of its property room. Following
that audit, a list of items that met the threshold for disposal was compiled. These items were then
reviewed to determine the best way to dispose of them based on the item, its condition, and Title 1 -
Chapter 9 of the Mendota Heights City Code (Unclaimed Personal Property).
Attachment A is a list of all the items to be disposed and the method used for the disposal. The
following are the five ways in which the property will be disposed:
•Auctioned
•City Appropriated
•Destroyed
•Donated
•Transferred
The auctioned items are those deemed to have value and will be processed according to legal
guidelines. The proceeds will be deposited into the City’s general fund per Chapter 9 of the Mendota
Heights City Code.
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The city appropriated items, that are not US currency, will be appropriated for use by city employees
in an official capacity. US currency that is appropriated will be deposited into the City’s general fund
per Chapter 9 of the Mendota Heights City Code.
The items being destroyed are either firearms or other items deemed to have little or no resale value.
All of these items will be destroyed properly. In particular, the firearms will be destroyed using a
third-party, Gunbusters Firearms Destruction. Gunbusters uses a destruction process that exceeds the
requirement of the US Bureau of Alcohol, Tobacco, Firearms, and Explosives.
The items being donated are bicycles. In the past, the police department has donated bicycles to
Rick’s Bike Sale. Rick, along with other volunteers, refurbishes bicycles and donates the profits to Kids
‘n Kinship and DARTS. To date, Rick’s Bike Sale has raised more than $501,961.00. Seeing the impact
Rick’s Bike Sale has, the police department will once again use them for the bicycle donations.
The items listed as transferred from attachment A are counterfeit US currency. These items will be
transferred to the United States Secret Service.
FISCAL AND RESOURCE IMPACT:
There will be no negative fiscal impact to the City. All appropriated US currency and proceeds from
auctioned items will be deposited into the City’s general fund. The destruction of firearms and other
items will be completed at no cost.
ATTACHMENTS:
Attachment A: List of items for disposal from the police department’s property room and the manner
in which they will be disposed.
CITY COUNCIL PRIORITY:
☐Economic Vitality & Community Vibrancy ☐Environmental Sustainability & Stewardship☒Premier Public Services & Infrastructure ☐Inclusive & Responsive Government
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2024 -10
A RESOLUTION APPROVING DISPOSAL OF UNCLAIMED PROPERTY
WHEREAS, the City of Mendota Heights desires to follow Title 1 – Chapter 9 of
the City Code “Unclaimed Personal Property” for appropriate disposition of property;
and
WHEREAS, Title 1 – Chapter 9 of the Code defines what is considered
unclaimed property; and
WHEREAS, Title 1 – Chapter 9 of the Code also defines allowable disposition of
unclaimed property; and
WHEREAS, the City Council of the City of Mendota Heights have duly
considered this matter and wish to remove unclaimed property that is eligible for disposal
from the police department property room and dispose of it according to Title 1 – Chapter
9 of the City Code.
NOW, THEREFORE, BE IT RESOLVED, that the Mendota Heights City
Council authorizes the Police Department to remove unclaimed property that is eligible
for disposal from the police department property room and dispose of it according to Title
1 – Chapter 9 of the City Code;
Adopted by the City Council of the City of Mendota Heights this 19th day of March,
2024.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
___________________________
Stephanie B. Levine, Mayor
ATTEST:
______________________________
Nancy Bauer, City Clerk
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Disposal Category Description
City Appropriation $15
City Appropriation Brown Wallet containing $5.99
City Appropriation $7
Destroyed Taurus .380
Transfer 2 -Counterfeit $50 bills
City Appropriation 3 $1 bills
City Appropriation $70 U.S Currency
Destroyed Black bb gun
City Appropriation $7.00 currency
Destroyed Knife
City Appropriation 5 shovels, 3 mason chisels, 3 five gallon buckets, 4 hammers, 2 wheel barrows,
miscellaneous concert skimming tools and a red yellow directional sign
Destroyed Knife
Destroyed Switch Blade knife with a black handle
Destroyed Smith and Wesson 9mm
Destroyed Folded knife with 3" blade and Unsheathed Hunting knife with 5.5 inch blade.
Destroyed Sig Sauer Pistol with magazine of rounds
City Appropriation $417 currency
Destroyed Knife
Destroyed XBG .177 Pellet / BB Gun
Destroyed Magazines and .40 cal ammo (25)
Destroyed Smith & Wesson Handgun
Destroyed Severely Rusted Rifle with Stock Detatched and white cloth bag
Destroyed old rusted revolver
Destroyed Black handled / Silver bladed - "Buck" knife
Destroyed Black tire iron
Destroyed catalectic converter
Auction dewalt reciprocating saw
Destroyed 1 BLACK/GRAY ORION XTRPR SPEAKER
Destroyed Catalytic Converter
Destroyed Catalytic Converter
Destroyed Catalytic Converter
Destroyed 1-H&R .22 cal Silver Handgun
Destroyed Taurus 9 mm handgun w/clip and 7 rounds s/n TDT03141
Destroyed Davis Industries P380 (.380 cal) handgun. Recovered stolen. S/N: AP118018 with
magazine containing 4 rounds of .380 cal ammo.
City Appropriation 733.92 in us currency (36-$20's, 1-$10, 2-$1's, 7 quarters, 1 dime, 1 nickel and 2
pennies)
City Appropriation $140 cash
City Appropriation $112 cash
Attachment A: Property Disposal List
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City Appropriation $100 cash
City Appropriation $220 cash
City Appropriation $59 cash
Destroyed Hi-Point Firearm and ammunition
Destroyed CATALYTIC CONVERTER
Destroyed Benchmade switch blade
Destroyed Smith and Wesson .40
Destroyed Gray/Blue REI Tent Duffle Bag
Destroyed BLUE AMAZON TABLET
Destroyed SILVER APPLE IPAD
Destroyed SILVER HP LAPTOP
Destroyed SILVER APPLE IPAD, CRACKED SCREEN
Destroyed ASUS TABLET
Destroyed HP COMPUTER CHARGER
Destroyed SILVER ACER CHOMEBOOK LAPTOP
Destroyed HP TABLET - NO SN
Destroyed WHITE HP LAPTOP
Destroyed smith and wesson 38 special silver, wood grip
Destroyed Revolver
Destroyed The American
Destroyed Hopkins and Alien Revolver
Destroyed Italian made Revolver
Donation Orange Mongoose Index 2.0 bike
Donation Blue Giant brand bicycle with serial number PBFP05035
Destroyed Backpack with miscellaneous items
Destroyed Apple iPhone box with serial number C6KR2BC5GRY5
Destroyed Black Sony brand alarm clock
Destroyed Purple Fossil brand wallet
Donation Blue Schwinn bicycle
Destroyed Child Car Seat
Destroyed Miscellaneous Items Removed from Recovered Trailer
Donation White Nishiki xc trail series
Donation Red Trek
Destroyed Black Helmet
Destroyed Black bag containing misc items
Auction Paint Sprayer
Auction Leaf Blower
Auction Chrome Truck Rims Four (4)
Auction Echo PB-8010T Leaf Blower
Auction Angle Grinder
Auction Paint Sprayer
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Auction black, red and blue go-kart (Tousley)
Destroyed debit card
Destroyed Yellow emergency tow rope.
Auction Black Backpack with tools inside
Donation Women's 18 Speed Bicycle
Donation Purple Raleigh Women's Bike
Destroyed Schindler Elevator relay board
Destroyed Two sweatshirts.
Destroyed POF AR-15 Rifle with scope
Auction Sawzall
Auction impact drill
Auction Power tool battery
Destroyed catalytic converter
Auction Car jack
Destroyed (1) Bankers Box- containing individual vehicle keys.; Approximately 100-200+ keys.
Donation blue/purple Schwinn Jaguar bike
Donation Red Next bike
Destroyed Blue single zip back pack
Destroyed DeWalt brand black and yellow walkie-talkie. Unknown s/n.
Destroyed Black in color Columbia brand long sleeve shirt.
City Appropriation $617.45 currency
Auction Backpack with Sawzall and Hackzall inside.
Donation Raleigh Bicycle
City Appropriation $354
Destroyed Lorcin 9mm semi auto pistol
Donation 20'' girls Kent 2 Cool Pink bike
City Appropriation $22.00
City Appropriation Currency
Donation DBX Resonance Pink Bicycle with no seat.
Destroyed rainbow colored kitchen knife
Donation Alight gray bicycle
Destroyed Misc property recovered from stolen vehicle
Destroyed Two debit cards belonging to Shannon Toombs
Donation Schwinn Bike
Destroyed Pocket Knife
Destroyed 380 ammunition
Destroyed Pocket Knife
Destroyed Pocket Knife #5
Destroyed Pocket knife
Destroyed Pocket Knife
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Destroyed A red wallet containing a target gift card, a Park High School ID card (no longer
attends), Dicks Sporting gift card, AMC gift card, Olive Garden gift card, and a
debit card.
Destroyed Gray Backpack
City Appropriation $100, key chain, make up
Destroyed folding knife
Destroyed car key
Destroyed 1 MN LIC/AAB578
Destroyed Black Swiss Gear wallet, with BC/BS insurance card, business card, and other card.
Destroyed Marlin Model 60 .22 cal semi auto rifle
Destroyed Black backpack containing misc. items
Donation Blue/SIlver Schwinn Ranger Youth Mountain Bike. Front skewer missing nut.
Destroyed EBT card belonging to a Gail Cole
Donation Bike
Destroyed Consumer cellular flip phone w/ cracked screens
City Appropriation bundle of cash - $2292 total
Destroyed Samsung cell phone w/ black case
Donation Magna 21 Speed Bike
Destroyed Misc personal items including- jacket, magic the gathering cards,
Destroyed Black LG cellphone
set of misc keys
brown wallet containing misc membership cards
Destroyed Honda key fob, silver house key, Lether key chain
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_________________________________________________ REQUEST FOR CITY COUNCIL ACTION
MEETING DATE: March 19, 2024
AGENDA ITEM: Parks, Recreation and Par 3 Annual Report—2023
ITEM TYPE: ☐Consent ☒ Presentation/Recognition ☐ Public Hearing
☐New/Unfinished Business
DEPARTMENT: Parks and Recreation CONTACT: Meredith Lawrence, Parks and
Recreation Manager
ACTION REQUEST:
Informational—no action is required. The City Council is welcome to provide feedback and direction
to staff.
BACKGROUND:
At its meeting on March 19, the City Council will view the 2023 Year in Review video, which illustrates
the City’s accomplishments in relation to Parks, Recreation and the Par 3, in addition to outlining the
department’s plans for 2024.
FISCAL AND RESOURCE IMPACT:
None.
ATTACHMENTS:
None.
CITY COUNCIL PRIORITY:
☒Economic Vitality & Community Vibrancy ☒Environmental Sustainability & Stewardship
☒Premier Public Services & Infrastructure ☒Inclusive & Responsive Government
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__________________________________________________ REQUEST FOR CITY COUNCIL ACTON
MEETING DATE: March 19, 2024
AGENDA ITEM: Resolution 2024-09 to Approve Plans and Authorize Advertisement for Bids for the Emerson Avenue Street Improvements
ITEM TYPE: ☐Consent ☐ Presentation/Recognition ☐ Public Hearing
☒New/Unfinished Business
DEPARTMENT: Engineering CONTACT: Ryan Ruzek, Public Works Director
ACTION REQUEST:
Adopt Resolution 2024-09 approving the Final Plans and Specifications and authorizing
Advertisement for Bids for the Emerson Avenue Street Improvements.
BACKGROUND:
The preparation of a feasibility report for the Emerson Avenue Street Improvements, which is required
to follow the Minnesota Statutes Chapter 429 process, was authorized by the Mendota Heights City
Council by adopting Resolution 2022-64 at the city council meeting held on August 16, 2022. The
Statute 429 process is required because the city intends to assess a portion of the project.
The feasibility report for the Emerson Avenue Street Improvements was accepted by the Mendota
Heights City Council and called for a Public Hearing on December 19, 2023 by adopting Resolution
2023-85 at the November 21, 2023, city council meeting. The recommendation of the feasibility
report was to proceed with this project.
The proposed streets to be rehabilitated are Emerson Avenue, Ivy Falls Court, Ivy Hill Drive, Laura
Court, Laura Street, Maple Park Drive, Sylvandale Court, Sylvandale Court South, and Sylvandale Road.
Based on staff observations, as well as the city’s pavement management system, the majority of these
streets have deteriorated to the point where it is no longer cost effective to patch the street and
rehabilitation is necessary. Saint Paul Regional Water Services (SPRWS) have also identified segments
of water main to be replaced as part of this project due to the existing cast iron pipe’s susceptibility to
corrosion and breaks.
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Council ordered the Emerson Avenue Street Improvements at their December 19, 2023 meeting.
Due to the size of the bidding package, the final plans and specifications are not included in the
packet. The entire plan set is available for viewing at city hall, however sheets showing proposed
removals, configuration changes along Emerson Avenue, water main replacement, and pavement
marking and signage are included (fifty-six sheets in total).
The general majority of residents in the Emerson Avenue neighborhood that provided feedback to
staff are requesting the street be rehabilitated without an off-street trail or changes to the existing
roadway configuration. The only roadway configuration changes proposed as part of the final plans
are along Emerson Avenue, between Wachtler Avenue and Knollwood Lane, and include center line
striping to further delineate the centerline of the roadway through the curvature in this section.
Additional signage to further notify drivers of roadway curvatures are included along Emerson Avenue
and Sylvandale Road. The existing and proposed configurations will allow for continued shared
parking/pedestrian use of the shoulders. There are no proposed parking limitations or reductions as
part of this project.
FISCAL AND RESOURCE IMPACT:
The total estimated construction cost of the project is $4,851,225 not including indirect costs.
Project Total Total Estimated Costs
Street Improvements $ 1,704,418
Indirect Costs for Street Improvements (20%)* $ 340,884
Total Costs for Street Improvements $ 2,045,302
Private Parking Bays $ 28,008
Total Costs for Private Parking Bays $ 28,008
Park Improvements $ 61,676
Indirect Costs Park Improvements (20%)* $ 12,335
Total Costs for Park Improvements $ 74,011
Storm Sewer Improvements $ 328,620
Water Improvements $ 3,000
Sanitary Improvements $ 70,000
Total Cost for Utility Improvements $ 401,620
Saint Paul Regional Water Service Watermain
Replacement $ 2,655,503
Indirect Costs for SPRWS (15%) $ 398,325
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Total Cost for SPRWS Improvements $ 3,053,828
Total Improvement Cost $ 4,851,225
Total Indirect Costs for City* $ 751,544
Total Cost $ 5,602,769
Rounded Total Cost $ 5,602,800
*Indirect costs include legal, engineering, administration, and finance
Funding Source Project Total
Municipal Levy $ 1,022,651
City Assessment (Municipal Levy) $ 33,296
Total Municipal Levy $ 1,055,947
Residential Assessments (50%) $ 989,355
Private Parking Bay Assessments $ 28,008
Park Fund $ 74,011
Utility Fund - Storm Sewer $ 328,620
Utility Fund - Sanitary $ 70,000
Utility Fund - Water $ 3,000
Saint Paul Regional Water Services $ 3,053,828
Total $ 5,602,769
The total project cost is estimated at $5,602,769. It is presumed that the City would secure bonding
for the Municipal Levy and Assessment portions of the project ($1,055,947). The assessment amount
of $989,355 is equivalent to 48.4% of the bond amount. Minnesota Statutes Chapter 429 Special
Assessment Bond Issue requires that a minimum of 20% of the total bond issue amount be recovered
through special assessments.
As the project is designed and competitively bid, the calculated assessment amount will be updated
leading up to the adoption of the assessment roll. The improvements are necessary to allow for safe
and reliable street and utility services within the City of Mendota Heights. The project will be
competitively bid to allow for a cost-effective improvement. The feasibility study has provided an
overall analysis of the feasible improvements for consideration within this project area. Therefore, the
proposed improvements within the areas outlined in this report are necessary, cost effective, and
feasible from an engineering standpoint.
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ATTACHMENTS:
Resolution 2024-09
Excerpt of Final Plans
CITY COUNCIL PRIORITY:
☐Economic Vitality & Community Vibrancy ☒Environmental Sustainability & Stewardship
☒Premier Public Services & Infrastructure ☐Inclusive and Responsive Government
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CITY OF MENDOTA HEIGHTS
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2024-09
A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS, AND
AUTHORIZING ADVERTISEMENT FOR BIDS FOR THE EMERSON AVENUE
STREET IMPROVEMENT PROJECT
WHEREAS, the Public Works Director reported that the proposed improvements and
construction thereof were feasible, desirable, necessary, and cost effective, and further reported
on the proposed costs of said improvements and construction thereof; and
WHEREAS, the City Council has heretofore directed the Public Works Director to
proceed with the preparation of plans and specifications thereof; and
WHEREAS, the Public Works Director has prepared plans and specifications for said
improvements and have presented such plans and specifications to the City Council for approval.
NOW, THEREFORE, BE IT RESOLVED; by the Mendota Heights City Council as
follows:
1. That the plans and specifications for said improvements be and they are hereby in all
respects approved by the City.
2.That the Clerk with the aid and assistance of the Public Works Director be and is hereby,
authorized and directed to advertise for bids for said improvements all in accordance with
the applicable Minnesota Statutes, such as bids to be received at the City Hall of the City
of Mendota Heights by 10:00 A.M., Wednesday, April 10, 2024, and at which time they
will be publicly opened in the City Council Chambers of the City Hall by the Public
Works Director, will then be tabulated, and will then be considered by the City Council at
its next regular Council meeting.
Adopted by the City Council of the City of Mendota Heights this nineteenth day of March, 2024.
CITY COUNCIL
CITY OF MENDOTA HEIGHTS
Stephanie B. Levine, Mayor
ATTEST:
_________________________
Nancy Bauer, City Clerk
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GOVERNING SPECIFICATIONSTHE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARDSPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.SHEET INDEX1TITLE SHEET2GENERAL LAYOUT3STATEMENT OF ESTIMATED QUANITIES5STANDARD NOTES AND PLATES6TYPICAL SECTIONS7-9 DETAILS10-25 MNDOT STANDARD PLANS26-27 ALIGNMENT PLAN AND TABULATIONS28-37 EXISTING UTILITIES AND TOPOGRAPHY38-47 REMOVAL PLAN48-66 CONSTRUCTION PLAN AND PROFILE68-67 DRAINAGE PROFILES70 DRAINAGE TABULATION71-85 WATERMAIN PLAN AND PROFILE86 INTERSECTION DETAILS87-90 SWPPP91-100 EROSION CONTROL AND TURF ESTABLISHMENT PLAN101-111 SIGNING AND PERMANENT PAVEMENT MARKING PLANX1-X40 CROSS SECTIONSTHIS PLAN CONTAINS 151 SHEETSPLAN SYMBOLSSTORM SEWERWATER MAIN|NATURAL GASCABLE TV/COMMUINCATIONOVERHEAD POWERUNDERGROUND POWERGSTORM CATCH BASINSANITARY SEWERSTORM MANHOLESEWER MANHOLEPPGVWGAS VALVEWATER VALVEPOWER POLEHYDHYDRANTELECTRIC HAND HOLEDECIDUOUS TREECONIFEROUS TREEUTILITY SYMBOLSSCALESINDEX MAPPLANPROFILECROSS SECTIONVAR.K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\TITLE SHEET.dwg Mar 15, 2024 - 9:01am SNSTORM CATCH BASINSTORM FLARED END SECTIONSCALE IN FEET0 500 1000 2000STCITY OF MENDOTA HEIGHTS, MINNESOTAEMERSON AVENUE STREET IMPROVEMENTSALL TRAFFIC CONTROL DEVICES SHALLCONFORM TO THE MMUTCD INCLUDING"FIELD MANUAL FOR TEMPORARYTRAFFIC CONTROL ZONE LAYOUT".(HORIZONTAL)(VERTICAL)UTILITY INFORMATION SHOWN ON THISPLAN HAS BEEN PROVIDED BY THEUTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONSPRIOR TO COMMENCING CONSTRUCTIONAS REQUIRED BY STATE LAW. NOTIFYGOPHER STATE ONE CALL 1-800-252-1166SUBSURFACE UTILITY NOTE:THE SUBSURFACE UTILITY INFORMATION IN THISPLAN IS UTILITY QUALITY LEVEL D. THIS UTILITYQUALITY WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-22, ENTITLED"STANDARD GUIDELINES FOR INVESTIGATING ANDDOCUMENTING EXISTING UTILITIES".OHPCTVVAR.VAR.1000'10'UGPUGPCONSTRUCTION PLAN FOR GRADING, BITUMINOUS SURFACING, ADA IMPROVEMENTS, WATERMAIN REPLACEMENT,STORM SEWER IMPROVEMENTS, SIGNING & STRIPING LOCATED ON EMERSON AVENUE, SYLVANDALE ROAD, MAPLE PARK DRIVE, IVY HILL DRIVE, SYLVANDALE COURTSOUTH, SYLVANDALE COURT, LAURA STREET, LAURA COURT, IVY FALLS COURT AND IVY HILLS PARK.END EMERSON AVESTA. 25+80>>>>>>>>>BEGIN EMERSONAVE STA. 9+70EMERSON AVENUELENGTHFEETMILES1580.30BEGIN SYLVANDALERD STA. 30+11END SYLVANDALERD STA. 54+49BEGIN MAPLE PARKDR STA. 61+08END MAPLE PARKDR STA. 74+65BEGIN IVY HILL DRSTA. 80+23END IVY HILL DRSTA. 94+05SYLVANDALE ROADLENGTHFEETMILES2449.33.46MAPLE PARK DRIVELENGTHFEETMILES1465.28IVY HILL DRIVELENGTHFEETMILES1425.27SYLVANDALE COURTLENGTHFEETMILES440.08SYLVANDALE COURT SOUTHLENGTHFEETMILES225.04LENGTHS ARE BASED ON CENTERLINE ALIGNMENTSLAURA STREET/LAURA COURTLENGTHFEETMILES830.16IVY FALLS COURTLENGTHFEETMILES480.09EXISTING RIGHT OF WAY LINEEDGE OF BUILDING LINEEXISTING EASEMENT LINESECTION LINEEXISTING CURB AND GUTTERSILT FENCEEXISTING TREESCONSTRUCTION LIMITSXXUNDERGROUND TELEPHONEUGTDRAFT48 of 116
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T
I
O
N
3
6
+
0
0 SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH LINE
- STAT
ION
101+50MATCH LINE - STATION 25+50
MATCH LINE - STATION 25+50EMERSON AVESYLVANDALE RDSYLVANDALE CT SMEDORA RDMEDORA RD1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C44342222221225EMERSON AVESYLVANDALE RD254LEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL522222222222210" FULL DEPTH PAVEMENTRECLAMATIONDRAFT50 of 116
12891300GGGCTVCTVGGGGGGGGGGGGGGGGGGG CTVCO
M
M
CO
M
M
TUGTUGCOMMCOMMTUGTUGCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVUGP
UG
P
UG
P
UGPUGPGGGGGGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV||||||||||||||
|
|
|
|
|
||>>>>>>>>>>>>>>>
>>>>>
>>>>
>
>TUGTUGTUGTUGTUGTUGTUGTUGTUGTU
G
TU
G
TUGTUGTUGTUG
TUGTUGTUGTUGTUGTUGTUG36+0037+0038+0039+0040+0041+0042+00114+00114+40 VWVWSNSNSNSNSNSNSTSTHYDXVW12801255662GGGGGGGGGGGGGGGGGGGGGG COMMCOMMCOMMTUGTUGTUGUGPUGPUGPUGPCTVCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>
>>>>>>>>>>>>>
>>>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV|
|||||||||||||||
|
|
|
|
|
||||
>
>
>>>>>>>>>>>>>
>>
>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG134+0042+0043+0044+0045+0046+0047+0048+00128+00 128
+
3
0
XXXXXXHYDVWVWVWHYDVWSNSNSNSNSNSNSTSTVWK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:02amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:40KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 42+00MATCH LINE - STATION 36+00MATCH LINE - STATION 47+65MATCH LINE - STATION 42+00
SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH LINE - STATION 36+00MATCH LINE - STATION 127+75SYLANDALE RDSYLANDALE RD1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C222222134222112534441SYLVANDALE RDSYLVANDALE RDLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL4222221221210" FULL DEPTH PAVEMENTRECLAMATIONDRAFT51 of 116
1205122012001165PPGGGGGGGGG
|COMMCOMMTUGTUGUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO>
>
>
>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHTOHTCOMMCOMMCOMMCOMMOHTOHTOHTOHTCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPCTVCTVOHPOHPOHPOHPOHPCTVCTVCTVGGGGGGGGGCTV|||||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT134+8048+0049+0050+0051+0052+0053+00HYDVWVWHYDSNSNSNSNSTVWSTCOCOPPPP642664632||||PPUGFO
UGFO
UGFO
UGFO
UGFO
UGFOUGFO
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHTOHTOHTOHT OHTCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPCTVCTVCTVCTVCTVOHPOHPGGGGGGGGG
GGGGGGG||||||||||||||||
>>
>>
>>
OHT OHT OHT OHT OHT60+0061+0062+0063+0064+0065+0066+0054+00 54+49.33
XXVWHYD VWSNSNSNSNSTSTSTPPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:02amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:41KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 53+50MATCH LINE - STATION 47+65MATCH LINE - STATION 66+00SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH LINE - STATION 53+50MATCH LINE - STATION 134+50MAPLE PARK DRSYLANDALE RDSYLANDALE RDSYLANDALE RDIVY FALLS AVE1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C25234624311MAPLE PARK DRSYLVANDALE RD2LEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL2222222222222222110" FULL DEPTH PAVEMENTRECLAMATIONDRAFT52 of 116
622616610604598611-621577-609||
||>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHP OHP OHP
CTVCTVCTVCTVCTVCTVCTVGGGGGGGG
G G
GGGGGGGGGGGGGGGG
G|||||||||||||>>>>>>>>
>>>>
>>>>
>>>>WVWV66+0067+0068+0069+0070+0071+007
2
+
0
0HYDSNSNSNSTSTVWHYDST598580-596|COMMCOMMCOMMCOMMTUGTUGTUGCOMMCOMMCOMMCOMMTUG
TUG
TUG
TUG>>>>>>>>>>>>
>
>
>
>
>
>>
>>CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGG
G
GG|>> >>TUGTUGTUG71+0072+0073+0074+00SNSTK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:02amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:42KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 72+00MATCH LINE - STATION 66+00MATCH LINE - STATION 72+00
SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MA
T
C
H
L
I
N
E
-
S
T
A
T
I
O
N
7
4
+
0
0MAPLE PARK DRMAPLE PARK DR1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C2MAPLE PARK DRMAPLE PARK DRLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL2213522221435210" FULL DEPTH PAVEMENTRECLAMATIONDRAFT53 of 116
1125-11511095-11051090-11041083-1089||||COMM COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTV CTV
CTVTUG TUG
TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGCOMM
COMM TUGTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>CTV >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>|
|
|CTVCTVCTVCTVCTVCTVCTVCTV CTV
CTV
CTVCTVCTVCTVGGGGGGGGGGGGGGGGGG G
G
G
G
G
G||||||||||||||||>>>>>|>>>>>>>>>>>>>>>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG80+0081+0082+0083+0084+0085+0086+00HY D
VWVWVW
V
W V
W
HY D
SN
SN
SNSN
ST
ST STST
ST
ST
1140-1150|COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGCOMM
COMM
COMM
COMM
TUG
TUG
TUG
TUG
COMM
TUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>||||COMM CTVCTVCTVTUGTUG
CTV
CTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVC
T
V
C
T
VCTVGGGGGG
GG
GGG
GGGGGGG||||||||||||
|
|
|
|>>>>>>>>>>>>>>>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG86+0087+0088+0089+009
0
+
0
0
9
1
+
0
074+0074+65HYD
VWVW
HYD
VW
VWHYD
S
N
S
N
S
T
S
T
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:03amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:43KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 86+00MATCH LINE - STATION 90+00MATCH LINE - STATION 86+00 SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH L
INE
-
STAT
ION
74+00IVY HILL DRIVY HILL DRMAPLE PARK DRBUTLER AVE W
1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C211445531422IVY HILL DRIVY HILL DRLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL34PROTECT EXISTING SIDEWALK2222222214422210" FULL DEPTH PAVEMENTRECLAMATIONDRAFT54 of 116
1140-115011761175-1185PP
COMM COMM COMM COMM COMMTUGTUGTUGTUGTUG
COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMMCOMMTUG TUG TUG TUG TUGTUGTUGTUGTUGTUGCOMM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COMM COMM COMM COMM COMMOHTOHTOHTOHTCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVGGGGGGG
GGGG G G G G||||||||>>>>OHT OHT OHT OHTOHTOHTOHTOHT
90+00 91+00
92+0093+0094+0094+25HYD VW HYD
S
N
SNST
S
T
PP712720717GGGGG G
UGPUGPUGPUGPCOMMCOMMCOMMCOMMCOMMCOMM>>>>>>>>>>>>>>>>>>TUGTUG TUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGP
UGPUGPUGPUGPUGPUGP
CTVCTVCTVCTVCTVCTV CTVCTVCTVCTV|||||>>>>>>>>>>TUG100+00101+00HYDSNK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:03amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:44KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 90+00SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH L
I
N
E
-
S
T
A
T
I
O
N
1
0
1
+
5
0SYLVANDALE CT SIVY HILL DR1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C2332IVY HILL DRSYLVANDALE CT SLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL2PROTECT EXISTING LIGHT FIXTURE1 - REMOVE STAIRS (EACH)10" FULL DEPTH PAVEMENTRECLAMATIONDRAFT55 of 116
6696756766706621324G||GGGGGGGGGCOMM
COMM
COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
CTV
CTV
CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV
TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG TUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>>>>>UGPUGPUGPUGPUGPUGPUGP|
|||||||||||GG>>>>>>>>>>>>>>>>>>
>>>>
>>>>>>120+00121+00122+00123+00X
XHYD
SNSNVW128012991313130812941278GGGGGGGGGGGGGGGGGGGGGGGGGG
G COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG TUGCOMMCOMMCOMMCOMM
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGCOMMCOMMCOMMUGPCTVCTVTUG TUG TUG>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>||UGPCTVUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVUGPUGP|CTVCTVCTV||||||||||||||||||
|
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TUGTUGTUG44+00123+00124+00125+00126+00127+001
2
8
+
0
0
1
2
8
+
3
0
XXXX
VWVWHYDVWSNSNSNSNSTSTVWK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:03amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:45KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANMATCH LINE - STATION 123+00MATCH LINE - STATION 123+00
MATCH LINE - STATION 127+75SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040LAURA STLAURA CT1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C22114221LAURA CTLAURA STLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL42410" FULL DEPTH PAVEMENTRECLAMATIONREMOVE HYDRANT ALONG TRAILAPPROXIMATELY 150' SOUTH.ABANDON REMAINING WATER MAINDRAFT56 of 116
7027237151297G
G
GGGG
G GGGGGGGGG G GGGCTV
COMMCOMMCOMMC
O
M
M
COMM
COMM
COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
TUG
TUG
TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG
COMMTUG
CT
V
TUGTUGTUGTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>
>
>
>
>
>
>UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVUGP
G
G
G
G
CTVCTV|||||||
|
|
|
||||||||||||>>
>
>
>
>
>
>
>
>
>>>>>>>>
>>>>>>>>>>>>>>>>
TUG
TUG
T
U
G
TUGTUGTUG37+00110+00111+00112+00113+00114+00114+40UGP
UGP
VWVWSNSNSN
SNST STHYDXXX HYD
VW672678682681675667661G
G
GGGGGGGGGGGGGGGGGGCOMMCOMMUGPCTVTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>COMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGCOMMTUGCOMMCOMMCOMMCOMM COMM COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVUGPUGPUGPUGPUGPUGP
CTVCTVCTVCTVGGG|
|
|
|
||||||||||||||>>>>>>>>>>>>>>>>>>>>>>>>>>TU
G
TU
G
TU
G
TUGTUG130+00 131+00
132+00133+00134+00134+804
8
+
0
0HYDVW HYDSNSNSNSNSTVWK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:03amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:46KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANSCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH
L
INE
-
STAT
ION
1
1
4
+
0
0
M
A
T
C
H
L
I
N
E
-
S
T
A
T
I
O
N
1
3
4
+
5
0 SYLVANDALE CTIVY FALLS CT1234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE C22233221SYLVANDALE CTIVY FALLS CTLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIAL4322222210" FULL DEPTH PAVEMENTRECLAMATIONDRAFT57 of 116
1083-1089||||||||||||||COMMCOMMCOMMCOMMCOMMCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGCOMMCOMMTUG TUG >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>G
G
G G G G
GGG|||||80+0081+00
82+00XXXXXXXXXX X X X XXXXXVWVWVWHYDSNSNSNSTSTSTXXXXXXXXXXXXXXK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\REMOVAL PLAN.dwg Mar 15, 2024 - 9:04amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:47KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.REMOVAL PLANBUTLER AVE WSCALE IN FEET0 10 20401234567KEYNOTES:REMOVE/REPLACE MANHOLE OR CATCH BASINADJUST MANHOLE OR CATCH BASINREMOVE/REPLACE HYDRANTREMOVE GATE VALVEADJUST/REPLACE GATE VALVE & BOXADJUST VALVE BOXREMOVE SIGN TYPE CREMOVE 161 FT OF WOOD PARKING BARRIER (PAID AS REMOVE FENCE)EXISTING TENNIS COURT FENCE TO BE PROTECTEDLEGENDREMOVE CONCRETE DRIVEWAYREMOVE BITUMINOUS DRIVEWAYREMOVE STORM SEWERREMOVE WATERMAINSAWCUT PAVEMENT (FULL DEPTH)CLEAR AND GRUB TREEREMOVE CURB AND GUTTERREMOVE DRIVEWAY SPECIALSAWCUT PAVEMENT 1' FROM FENCE10" FULL DEPTH PAVEMENTRECLAMATIONDRAFT58 of 116
VWHYD VWSTSTSTPPPP|UGPUGPUGPPPSNSNCOMMCOMMTUGTUGUGPUGPUGP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SNSN||||GGPPCTV
CTV CTVCTVCTV|GGGGGGGGGGGGGGG G
GG ||||||||
|
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||TUGTUGTUGTUGTUGOHPOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPOHPOHPOHPOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT
OHTOHTOHTOHTOHT10+0011+0012+0013+0014+0015+00138013907907917847811373790>>>>>500160036001600284084585085586086587084084585085586086587010+5011+0011+5012+0012+5013+0013+5014+0014+5015+001.01%3.24%4.05%10+17.44846.86
VPI 13+25.49ELEV. 858.52M = 0.24'K = 2975.00' V.C.VPC 12+87.99 ELEV. 857.00
VPT 13+62.99 ELEV. 861.01VPI 10+95.37ELEV. 849.21M = 0.08'K = 9375.00' V.C.VPC 10+57.87 ELEV. 847.99VPT 11+32.87 ELEV. 850.72847.8847.74849.5849.45851.6851.42
853.7
853.44
855.6
855.46
857.5
857.51
860.2
860.18
863.5
863.47
866.9
866.80 6001RIM 844.31I.E. 840.19 24 RCP (SE)59 L.F. 24" RCP @ 4.2% EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP EX. 24" RCP6002RIM 847.80I.E. 842.65 24 RCP (NW)6003RIM 858.09I.E. 853.29 12 RCP (N)6.65%
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:06amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:48KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 15+00SCALE IN FEET0 10 2040EMERSON AVESCALE IN FEET0 10 2040GENERAL NOTES:1. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES,CENTERLINES AND GRADING ARE BASED ON BEST AVAILABLEINFORMATION AND ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY LOCATIONS AND DIMENSIONS OF ALL PERTINENT EXISTINGITEMS PRIOR TO CONSTRUCTION. ALL INPLACE UTILITIES MAY NOTBE SHOWN ON THIS PLAN, AND THOSE THAT ARE SHOWN MAY NOTBE SHOWN IN THE EXACT LOCATIONS.2. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTINGRIGHT OF WAY UNLESS OTHERWISE AUTHORIZED BY OWNER ANDENGINEER. ACCESS SHALL BE MAINTAINED TO ALL RESIDENCE ANDBUSINESS THROUGHOUT CONSTRUCTION.3. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL ATLEAST 48 HOURS PRIOR TO START OF ANY EXCAVATION ACTIVITIES.UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CEMERSON AVER35.0'R201.5'16.5'15.7'16.3'16.1'4. CONTRACTOR MUST PROTECT MAILBOXES, EXISTING LANDSCAPING, SPRINKLER SYSTEMS, INVISIBLE PET FENCES(INCIDENTAL). REMOVE AND REINSTALL MAILBOXES IMPACTED BY CONSTRUCTION AS DIRECTED BY THE ENGINEER.5. SEE SHEET 6 FOR TYPICAL STREET SECTIONS.6. SEE SHEETS 10 TO 15 FOR PEDESTRIAN RAMP DETAILS AND SHEETS 7 TO 9 FOR DRIVEWAY AND SIDE WALK DETAILS.7. CONTRACTOR TO WORK WITH ENGINEER ON MINOR GRADE CHANGES TO TRAIL AND STREET CENTERLINE. CENTERLINEELEVATION AND CROWN OF STREETS TO REMAIN THE SAME AS EXISTING CONDITIONS.8. RESTORE AREAS DISTURBED BY CURB AND DRIVEWAY REPLACEMENT WITH HYDROSEED (MIX 25-131 IN BOULEVARD OR MIX25-151 WHERE APPLICABLE).9. CURB REMOVAL AT EXISTING DRIVEWAYS MUST BE DONE TO PROTECT THE EXISTING DRIVEWAY. SAWCUT ALONG DRIVEWAYEDGE. PROTECT DRIVEWAY PAVEMENT UNTIL CONCRETE IS POURED. ANY DAMAGE TO DRIVEWAYS MUST BE REPAIRED ATCONTRACTOR'S EXPENSE. DRIVEWAYS MUST BE CONSTRUCTED TO MAINTAIN ACCESS TO RESIDENCE AND BUSINESS AT ALLTIMES. DRIVEWAYS SHALL BE CONSTRUCTED IN HALVES AS DIRECTED BY THE ENGINEER (INCIDENTAL).10. CLEAR AND GRUB TREES AS DIRECTED BY ENGINEER.11. ALL CATCH BASIN STRUCTURES, MANHOLES SHALL HAVE EXISTING RINGS REMOVED AND BE REINSTALLED WITH SALVAGEDCASTING AND NEW CONCRETE RINGS WITH ANTI-INFILTRATION PRODUCT. ANY OUTDATED CASTINGS SHALL BE REPLACED,OR SWAPPED WITH STRUCTURES BEING REMOVED (INCIDENTAL), AT THE DISCRETION OF THE ENGINEER. (ADJUST FRAMEAND RING CASTING)12. COORDINATE GATE VALVE ADJUSTMENTS, REPAIRS AND REPLACEMENTS WITH SPRWS CONSTRUCTION REPRESENTATIVE(ADJUST VALVE BOX). REPLACE PARTS OF BROKEN OR NON-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPAIR VALVEBOX). REPLACE ALL PARTS (BELL TO LID) OF BROKEN OR NON-ADJUSTABLE VALVE BOXES WITH NEW PARTS (REPLACE VALVEBOX).EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. REMOVE4" OF RECLAIM MATERIAL (CV) PAVE IN2 LIFTS AS SHOWN ON THE TYPICALSECTION (TYP)VWHYD17.2'16.1'STSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BBEGIN CURB REPLACEMENTEND CURB REPLACEMENTCONCRETEPEDESTRIANRAMP12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER111PROPOSED STORM PIPE>>DRAFT59 of 116
XXXSTSTSTST||UGPUGPUGPSNSNSNSNSNCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UGPUGPUGP
UGPUGPUGPUGPUGPUGPUGPUGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVG G
GGGGGGGCTVCTVCTV
CTV
CTVCTVG>>||||||
|
|
|OHTOHTOHTOHTOHT15+0016+0017+0018+0019+0020+0021+001372777134913441339135586587087588088589089586587087588088589089515+5016+0016+5017+0017+5018+0088589089590090591091588589089590090591091518+5019+0019+5020+0020+5021+006.65%VPC 20+57.90 ELEV. 907.22
873.6873.45876.9876.77880.4880.10
883.9
883.42
887.3
886.75
890.6
890.07
893.7
893.40
897.0
896.72
900.3
900.04
903.6
903.37
906.9
906.69 EX. 15" RCP EX. 15" RCP EX. 15" RCP EX. 15" RCP EX. 15" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:06amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:49KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 15+00MATC
H
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E
-
S
T
A
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I
O
N
2
1
+
0
0 SCALE IN FEET0 10 2040EMERSON AVEKNOLLWOOD LNKNOLLWOOD LNUTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.EMERSON AVE16.4'16.0'16.5'16.3'16.2'
16.4'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)SCALE IN FEET0 10 2040CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT60 of 116
XXXXXST
STSTSTPPPP||||||||||||||PPPPSN||COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UGPUGPUGPOHPOHPOHPOHPOHPOHPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP
UGP GGGGGGGGGGGGGGG
GGGCTVCTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVOHTOHTOHTOHTOHTOHTOHTOHTOHT21+0022+0023+0024+0025+00738133513551360>>601089089590090591091592089089590090591091592021+5022+0022+5023+0023+5024+0024+5025+0025+5026+00911.2911.19911.5911.55
910.5
910.64
909.0
909.14
907.5
907.65
906.2
906.15
904.9
904.66
903.2
903.17
901.6
901.67 VPI 21+52.90ELEV. 913.54M = 2.29'K = 20190.00' V.C.HIGH POINTSTA. 21+89.00ELEV. 911.58VPT 22+47.90 ELEV. 910.70
2.99%1.06% EX. 15" RCP6010RIM 902.09I.E. 897.26 12 RCP (E)71 L.F. 12" RCP @ 2.0%K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:07amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:50KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 21+00SCALE IN FEET0 10 2040MATCH LINE - STATION 25+50EMERSON AVEMEDORA RDMEDORA RDSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.EMERSON AVE16.3'16.2'16.2'16.1'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)BEGIN CURB REPLACEMENT12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER1CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT61 of 116
VWXXXXVWVWSTSTSTHYD
X
XVWPP||||PPGGGGGGGGGGGCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGGGGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSNSNSNSNSNSNG
G
UGPUGPUGPCOMMCOMMCOMMCTVCTVCTVCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGCTVCTVCTVCTVCTVCTVCTVCTVCTVCOMMCOMMTUGTUGCOMMCOMMTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>TUG
TUGOHPOHPOHPOHPOHPOHPUGPUGPUGPUGPUGPUGP
UGPUGPUGPUGPUGPUGPUGPUGPG G GGGGCTVCTVCTVCTV
CTV
CTV
CTVCTV||||||||||||||
||||TUGTUGTUGTUGTUGTUGT
U
G
TUGTUGTUGTUGTUG
TUGTUGTUGTUG
TUG
TUGTUG25+0025+8030+0031+0032+0033+0034+0035+0036+00102+00102+25135513271324133413031300>>>>>>>>>>50026004500360056009601088088589089590090591088088589089590090591030+5031+0031+5032+0032+5033+0085586086587087588088585586086587087588088533+5034+0034+5035+0035+5036+005.97%9.20%30+05.48905.25
VPI 35+38.89ELEV. 857.58M = 5.30'K = 43425.00' V.C.VPC 33+26.39 ELEV. 877.13 VPI 30+48.93ELEV. 902.65M = 0.33'K = 2682.94' V.C.VPC 30+07.46 ELEV. 905.13VPT 30+90.40 ELEV. 898.84902.3902.23897.6897.95893.0893.35
888.5
888.75
883.8
884.15
879.4
879.55
875.0
875.02
870.9
870.99
867.5
867.55
864.9
864.69
862.2
862.43 38 L.F. 12" RCP @ 2.0%5002RIM 867.59I.E. 862.43 12 RCP (NE)6004RIM 866.03I.E. 861.67 12 RCP (SW)I.E. 860.40 12 RCP (W) EX. 15" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:07amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:51KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMA
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6
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0
0 SCALE IN FEET0 10 2040MATCH LINE - STATION 25+50SYLVANDALE RDSYLVANDALE CT SSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE RDR19.5'R116.5'R283.5'R19.5'R
2
0
.
0
'
R176.5'16.9'16.4'16.5'
16.0'16.5'16.4'17.3'16.0
'
16.5'
16.5'EXISTING GRADEPROPOSED GRADEEXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)END CURB REPLACEMENT12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER111MATCH LINE
- STAT
ION
101+50CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT62 of 116
VWVWSTSTHYDXVWGGGCTVCTVGGGGGGGGGGGGGGGGGSNSNSNGG CTV
CO
M
M
CO
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TUGTUGCOMMCOMMTUGTUGCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SNSNUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVUGP
UG
P
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|
|
|
|
|
||>>>>>
>
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>TUGTUGTUGTUGTUGTUGTUGTUGTUGTU
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TU
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TUGTUGTUGTUG
TUGTUGTUGTUGTUGTUGTUG36+0037+0038+0039+0040+0041+0042+00114+40114+00
12891300>>>>
>500360066007600884585085586086587087584585085586086587087536+5037+0037+5038+0038+5039+0039+5040+0040+5041+0041+5042+000.78%3.58%LOW POINTSTA. 37+18.06ELEV. 859.11VPT 37+51.39 ELEV. 859.24
VPI 41+44.71ELEV. 854.06M = 0.80'K = 975.00' V.C.LOW POINT
STA. 41+38.56
ELEV. 854.84
VPC 41+07.21 ELEV. 855.40
VPT 41+82.21 ELEV. 855.93 VPI 39+55.41ELEV. 860.84M = 0.68'K = 29125.00' V.C.HIGH POINTSTA. 39+15.33ELEV. 860.44VPC 38+92.91 ELEV. 860.35
VPT 40+17.91 ELEV. 858.60
859.8859.65859.3859.15859.4859.23
859.9
859.62
860.1
860.01
860.5
860.39
860.2
860.23
859.1
859.18
857.2
857.45
855.5
855.66
854.9
854.91 49 L.F. 12" RCP @ 0.6%5003RIM 859.97I.E. 854.45 12 RCP (E)6006RIM 859.30I.E. 854.15 12 RCP (W)K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:08amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:52KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 42+00MATCH LINE - STATION 36+00SCALE IN FEET0 10 2040MATCH LINE - STATION 36+00SYLANDALE RDSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE RDR20.0'R29.6'R249.9'
R173.5'16.5'16.6'16.5'16.4'16.5'16.7'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER12CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT63 of 116
XXXXXXHYDVWVWVWHYDVWSTSTVWGGGGGGGGGGGGGGGGGGGSNSNSNSNGGG COMMCOMMCOMMTUGTUGTUGUGPUGPUGPUGPCTVCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGSN>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>UGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV|
|||||||||||||||
|
|
|
|
|
||||
>
>
>>>>>>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG134+00
128+00 128
+
3
0 42+0043+0044+0045+0046+0047+0048+0012801255662>>>>>>>>>>>>>>>>>>>>ST>>>>>>>>>>>>ST>
>6018601750065007500860155005501050046021500985586086587087588088585586086587087588088542+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+50 47+654.99%2.02%3.40%VPI 44+32.14ELEV. 865.96M = 0.02'K = 911.78' V.C.VPC 44+26.25 ELEV. 865.84
VPT 44+38.03 ELEV. 866.16VPI 43+50.10ELEV. 864.30M = 0.56'K = 51150.00' V.C.VPC 42+75.10 ELEV. 860.56
VPT 44+25.10 ELEV. 865.82
859.2859.31861.7861.74863.8863.74
865.2
865.25
866.6
866.57
868.2
868.27
869.9
869.97
871.7
871.67
873.5
873.37
875.4
875.07
877.2
876.77 67 L.F. 12" RCP @ 4.2%63 L.F. 12" RCP @ 2.5%178 L.F. 12" RCP @ 3.2%5007RIM 869.74I.E. 865.91 12 RCP (N)I.E. 865.81 12 RCP (S)5006RIM 867.75I.E. 864.25 12 RCP (N)I.E. 864.15 12 RCP (SW)5008RIM 875.67I.E. 871.61 12 RCP (S)I.E. 873.71 4 PVC (N)5010RIM 865.03I.E. 860.65 12 RCP (NW)I.E. 859.98 21 RCP (SE)I.E. 859.78 24 RCP (SW)I.E. 859.92 12 RCP (NE)6017RIM 865.64I.E. 860.97 12 RCP (NE)I.E. 861.01 12 RCP (SW)6018RIM 865.47I.E. 861.30 12 RCP (NE)I.E. 861.27 12 RCP (SW) EX. 4" PVC EX. 24" RCP30 L.F. 12" RCP @ 3.7%K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:08amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:53KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 47+65MATCH LINE - STATION 42+00
SCALE IN FEET0 10 2040MATCH LINE - STATION 127+75SYLANDALE RDSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE RD16.5'16.3'16.5'16.5'16.5'15.5'R19.5'
R173.5'
R206.5'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)EXISTING 4" PVC TOBE PROTECTEDLAURA ST
BEGIN CURB REPLACEMENTEND CURB REPLACEMENTBEGIN CURB REPLACEMENT12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER22212212CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT64 of 116
HYDVWHYDSTSTCOPPPPPPGGGGGGGGGSN
SN|COMMCOMMTUGTUGUGFOUGFOUGFOUGFOUGFOUGFOUGFOUGFO>
>
>
>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>SNSNOHTOHTCOMMCOMMCOMMCOMMOHTOHTOHTOHTCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPCTV
CTV
OHPOHPOHPOHPOHPCTVCTVCTVGGGGGGGGGCTV|||||||||||||||||>>>>>>>>>>>>>>>>>>TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGOHTOHTOHTOHTOHTOHTOHTOHTOHTOHT134+8048+0049+0050+0051+0052+0053+001205122012001165>>>>
>6020601987087588088589089590048+0048+5049+0049+5050+0050+5051+0051+5052+0052+5053+0053+506.89%5.20%4.55%VPI 48+42.42ELEV. 879.91M = 0.65'K = 43150.00' V.C.VPT 49+17.42 ELEV. 885.08
VPI 52+01.04ELEV. 883.93M = 1.46'K = 12119.90' V.C.LOW POINT
STA. 52+05.05
ELEV. 885.38
VPC 51+41.09 ELEV. 887.05
VPT 52+60.99 ELEV. 886.66 VPI 50+29.94ELEV. 892.83M = 1.44'K = 895.00' V.C.HIGH POINTSTA. 50+36.56ELEV. 891.42VPC 49+82.44 ELEV. 889.56
VPT 50+77.44 ELEV. 890.36
878.7878.59880.8880.96883.9883.91887.4887.32
890.2
890.57
891.4
891.31
889.2
889.18
886.6
886.62
885.4
885.39
886.3
886.20
888.4
888.43 EX. 18" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:09amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:54KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 53+50MATCH LINE - STATION 47+65SCALE IN FEET0 10 2040MATCH LINE - STATION 134+50SYLANDALE RDIVY FALLS AVESCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE RDSYLVANDALE RDR19.5'R79.5'
R18.5'R266.5'R76.3'16.5'16.3'16.5'16.5'16.3'16.5'15.3'16.8'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER11CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT65 of 116
XXVWHYD
STSTSTPP||||PPSNSNUGFO
UGFO
UGFO
UGFO
UGFO
UGFOUGFO
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SNSN>>>OHTOHTOHTOHT OHTCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPCTVCTVCTVCTVCTVOHPOHPGGGGGGGGG
GGGGGGG||||||||||||||||OHT OHT OHT OHT OHT60+0061+0062+0063+0064+0065+0066+0054+00 54+49.33
642664632>>>>>ST>>>50116030501250146012501389089590090591091592089089590090591091592060+5061+0061+5062+0062+5063+0063+5064+0064+5065+0065+5066+000.43%60+99.61892.43
VPI 62+28.65ELEV. 892.99M = 0.55'K = 23100.00' V.C.VPC 61+78.65 ELEV. 892.77
VPT 62+78.65 ELEV. 895.41
892.4892.4892.43892.7892.64
892.9
892.96
894.2
894.20
896.4
896.44
898.9
898.86
901.3
901.28
903.7
903.70
906.2
906.12
908.6
908.54 5014RIM 908.94I.E. 904.74 12 RCP (N)I.E. 902.84 18 RCP (W) EX. 18" RCP EX. 18" RCP EX. 18"RCP4.84%K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:28amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:55KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 66+00SCALE IN FEET0 10 2040MATCH LINE - STATION 53+50MAPLE PARK DRSYLANDALE RDSYLANDALE RDSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.MAPLE PARK DRMAPLE PARK DR15.6'16.8'15.0'15.6'16.5'16.5'R233.5'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)BEGIN CURB REPLACEMENTEND CURB REPLACEMENTBEGIN CURB REPLACEMENTR30.0'12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER112CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT66 of 116
HYD
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CTVCTVCTVCTVCTVCTVCTVGGGGGGGG
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2
+
0
0622616610604598 611-621577-609>>>>>>ST50136033603450166032501591091592092593093594091091592092593093594066+5067+0067+5068+0068+5069+0069+5070+0070+5071+0071+5072+004.84%913.4913.38915.9915.80918.3918.22
920.7
920.65
923.1
923.07
925.4
925.49
927.9
927.91
930.3
930.33
932.4
932.75
935.0
935.17
937.6
937.59 EX. 12" RCP EX. 12" RCP EX
.
12"
RCP EX. 12" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:10amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:56KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 72+00MATCH LINE - STATION 66+00
SCALE IN FEET0 10 2040MAPLE PARK DRSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.MAPLE PARK DR16.6'16.1'16.7'15.9'15.9'16.2'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)END CURB REPLACEMENTEND CURB REPLACEMENT12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER111CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYD STSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT67 of 116
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72+0073+0074+00598580-596604393093594094595095596093093594094595095596072+5073+0073+5074+0074+50 74+651.92%0.78%74+49.47
948.77
74+64.47
949.06 VPI 73+67.84ELEV. 948.13M = 0.38'K = 1875.00' V.C.VPC 73+30.34 ELEV. 946.32
VPT 74+05.34 ELEV. 948.43
942.5
942.43
944.9
944.85
947.0
947.17
948.5
948.38
949.0
948.78 EX. 12" RCP4.84%K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:27amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:57KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEM
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G
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G||||||||||||||||>>>>>|TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG80+0081+0082+0083+0084+0085+0086+001125-11511095-11051090-11041083-1089>>>>>>>>>5020604050216041502291592092593093594094591592092593093594094580+5081+0081+5082+0082+5083+0083+5084+0084+5085+0085+5086+001.39%2.35%80+25.00927.76
VPI 82+65.97ELEV. 924.41M = 0.42'K = 2490.00' V.C.LOW POINTSTA. 82+54.43ELEV. 924.80VPC 82+20.97 ELEV. 925.04
VPT 83+10.97 ELEV. 925.47
VPI 85+67.72ELEV. 931.50M = 1.00'K = 96276.36' V.C.VPC 84+29.54 ELEV. 928.25
927.5927.41927.0926.72926.1926.02
925.5
925.33
924.9
924.81
925.1
925.23
926.3
926.38
927.8
927.56
929.1
928.76
930.4
930.17
931.9
931.84 6040RIM 925.09I.E. 919.56 12 RCP (E)49 L.F. 12" RCP @ 1.6%5020RIM 923.97I.E. 920.32 12 RCP (W) EX. 30" RCP EX. 30" RCP EX. 27" RCP6041RIM 931.43I.E. 925.41 12 RCP (NE)I.E. 925.60 21 RCP (NE)K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:11amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:58KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 86+00SCALE IN FEET0 10 2040IVY HILL DRBUTLER AVE W
SCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.CONNECT INTO EXISTINGSTORM STRUCTUREIVY HILL DRR20.0'R75.8'R1516.0'16.5'15.5'15.9'16.3'16.2'16.5'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)BEGIN CURB REPLACEMENT12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER121CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT69 of 116
HYD
VWVW
HYD
VW
VW
HYD
S
T
S
T
|SNCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGCOMM
COMM
COMM
COMM
TUG
TUG
TUG
TUG
COMM
TUG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SN||||COMM CTVCTVCTVTUGTUGCTV
CTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVG GGGGGGG
GGG
GGGGGGG||||||||||||
|
|
|
|TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG86+0087+0088+0089+009
0
+
0
0
9
1
+
0
074+0074+651140-1150>>>502260425023604393093594094595095596093093594094595095596086+5087+0087+5088+0088+5089+0089+5090+005.24%2.68%VPT 87+05.90 ELEV. 938.75
VPI 89+73.49ELEV. 950.39M = 0.01'K = 23.82' V.C.VPC 89+71.58 ELEV. 950.34
VPT 89+75.39 ELEV. 950.49 VPI 88+80.40ELEV. 947.90M = 0.42'K = 52132.44' V.C.VPC 88+14.18 ELEV. 944.42
VPT 89+46.62 ELEV. 949.67
936.1935.98938.6938.44941.1
941.06
943.7
943.68
946.1
946.18
948.2
948.21
949.7
949.76 6043RIM 950.44I.E. 946.24 27 RCP (E)18 L.F. 27" RCP @2.7% EX. 27" RCP EX. 27" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:11amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:59KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 90+00MATCH LINE - STATION 86+00 SCALE IN FEET0 10 2040MATCH L
INE
-
STAT
ION
74+00IVY HILL DRMAPLE PARK DRSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.IVY HILL DRR134.0'16.4'16.3'
16.7'16.4'16.4
'16.3
'16.3'16.1'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER112CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT70 of 116
HYD VW HYDST
S
T
PPP
P
S
N
COMM COMM COMM COMM COMMTUGTUGTUGTUGTUG
COMM COMM COMM COMM COMM COMMCOMMCOMMCOMMCOMMCOMMTUG TUG TUG TUG TUGTUGTUGTUGTUGTUGCOMM>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>SNCOMM COMM COMM COMM COMMOHTOHTOHTOHTCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVGG GGG GG
GGGG G G G G||||||||
OHT OHT OHT OHTOHTOHTOHTOHT
90+00 91+00
92+0093+0094+0094+251140-115011761175-1185>5023604395095596096597097598095095596096597097598090+5091+0091+5092+0092+5093+0093+5094+00 94+255.22%VPI 93+83.76ELEV. 971.81M = 0.48'K = 34115.00' V.C.VPC 93+26.26 ELEV. 968.80
954.4954.38957.0956.99
959.6
959.60
962.2
962.21
964.8
964.82
967.4
967.43
969.9
969.96
971.9
971.86
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:12amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:60KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 90+00SCALE IN FEET0 10 2040IVY HILL DRSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.IVY HILL DRR136.0'R134.0'16.0'16.6'15.6'16.8'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)END CURB REPLACEMENTCONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT71 of 116
HYDSN
GGGGG
G
UGPUGPUGPUGPCOMMCOMMCOMMCOMMCOMM
COMMTUGTUG TUGTUGTUGTUGTUGTUGTUGTUGUGPUGPUGP
UGPUGPUGPUGPUGPUGP
CTVCTVCTVCTVCTV
CTV
CTVCTVCTVCTV|||||TUG100+00101+00712720717855860865870875880885855860865870875880885100+50101+00101+50102+00102+50103+00874.6874.60
871.8
871.76
868.1
868.11
865.6
865.15 5.31%7.30%1.69%1.71%3753.89%
100+25.00875.93
102+09.98
864.98
102+25.00
865.31 VPI 101+87.63ELEV. 865.36M = 0.18'K = 425.00' V.C.VPC 101+75.13 ELEV. 866.27
VPT 102+00.13 ELEV. 865.15
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:12amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:61KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILESCALE IN FEET0 10 2040MATCH L
I
N
E
-
S
T
A
T
I
O
N
1
0
1
+
5
0SYLVANDALE CT SSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE CT S16.2'
16.0'
R4
5
.
9
'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)BEGIN CURB REPLACEMENTEND CURB REPLACEMENTEND CURB REPLACEMENTCONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT72 of 116
XXHYD
VWGSNSN||GGGGGGGGGCOMM
COMM
COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG
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>>>>5040504160516050850855860865870875880850855860865870875880120+50121+00121+50122+00122+50123+000.45%1.83%120+04.39868.15
VPI 122+41.96ELEV. 865.01M = 0.57'K = 50150.00' V.C.LOW POINTSTA. 122+58.03ELEV. 865.55VPC 121+66.96 ELEV. 866.38 VPI 120+91.87ELEV. 867.76M = 0.26'K = 108150.00' V.C.VPC 120+16.87 ELEV. 868.09
VPT 121+66.87 ELEV. 866.38
868.0
867.89
867.3
867.40
866.5
866.68
865.9
865.89
865.6
865.56 120 L.F. 12" RCP @ 1.8%43 L.F. 12" RCP @ 0.7%6051RIM 865.27I.E. 860.43 12 RCP (SW)I.E. 860.08 12 RCP (E)I.E. 858.35 48 RCP (SE)5041RIM 864.94I.E. 860.82 12 RCP (W)I.E. 860.72 12 RCP (NE)5040RIM 867.09I.E. 862.97 12 RCP (E)K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:13amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:62KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE -STATION 123+00SCALE IN FEET0 10 2040LAURA CTSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.LAURA CTR42.5'R1
9
.
5
'R40.0'R20.0'16.5'16.5'22.8'15.2'16.5'16.5'8
.
5
'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)END CURB REPLACEMENTBEGIN CURB REPLACEMENTBEGIN CURB REPLACEMENTEND CURB REPLACEMENTBEGIN CURB REPLACEMENTMATCH EXISTINGTRAIL GRADEAND SLOPE12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER112CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT73 of 116
XXXX
VWVWHYDVWSTSTVWGGGGGSNGGGGGGGGGGGGGGGGGGGGSNSNG
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UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTUGTUGTUGTUGCOMMCOMMCOMMUGPCTVCTV
TUG TUGTUGSN>
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|
>TUGTUGTUG123+00124+00125+00126+00127+001
2
8
+
0
0
1
2
8
+
3
0
44+00128012991313130812941278>>>>ST>>
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>60186017601550055010500460215009850855860865870875880850855860865870875880123+50124+00124+50125+00125+50126+00126+50127+00127+50128+00128+501.18%0.79%2.54%1.83%0.27%128+07.14
864.69
128+30.00
864.95
VPT 123+16.96 ELEV. 865.90 VPI 124+29.46ELEV. 867.23M = 0.07'K = 381150.00' V.C.VPC 123+54.46 ELEV. 866.34
VPT 125+04.46 ELEV. 867.82
VPI 126+41.54ELEV. 868.91M = 0.71'K = 51170.35' V.C.HIGH POINTSTA. 125+96.76ELEV. 868.39VPC 125+56.36 ELEV. 868.23
VPT 127+26.71 ELEV. 866.74
866.4866.29867.0866.85867.0867.35
867.7
867.79
868.2
868.18
868.3
868.39
868.1
868.12
867.4
867.35
866.2
866.15
864.9
864.88 6021RIM 866.01I.E. 860.91 21 RCP (NW)38 L.F. 21" RCP @ 1.2%5009RIM 865.11I.E. 861.56 12 RCP (NE)I.E. 861.13 12 RCP (SW)I.E. 860.47 21 RCP (SE)I.E. 860.37 21 RCP (NW)33 L.F. 21" RCP @ 1.2%5010RIM 865.03I.E. 860.65 12 RCP (NW)I.E. 859.98 21 RCP (SE)I.E. 859.78 24 RCP (SW)I.E. 859.92 12 RCP (NE)K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:13amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:63KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILEMATCH LINE - STATION 123+00
MATCH LINE - STATION 127+75SCALE IN FEET0 10 2040LAURA STSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.LAURA STR58.5'R483.5'
16.5'16.5'
16.5'15.2'16.5'14.8'EXISTING GRADEPROPOSED GRADECONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)REMOVE AND REPLACE DRIVEWAY TOLIMITS MARKED BY ENGINEER, REPAVEDRIVEWAY WITH LIKE MATERIALS. SEETYPICAL SECTION (TYP)REMOVE AND REPLACECURB PANELS AS DIRECTEDBY ENGINEER (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)12KEYNOTES:CONNECT INTO EXISTING DRAINAGE STRUCTURECONNECT TO EXISTING STORM SEWER1CONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT74 of 116
VWVWSTSTHYDXXX HYD
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>600650306060845850855860865870875845850855860865870875110+50111+00111+50112+00112+50113+00113+50114+00114+40864.4864.47862.5862.73
861.0
860.99
859.7
859.64
858.3
858.33
857.5
857.41
857.6
857.48
858.8
858.54 0.47%3.48%2.60%3.38%2.30%110+13.08865.05
111+56.25
860.77
114+24.61
859.37
114+40.00
859.72 VPI 113+31.47ELEV. 856.22M = 1.12'K = 25150.00' V.C.LOW POINTSTA. 113+21.67ELEV. 857.32VPC 112+56.47 ELEV. 858.17
VPT 114+06.47 ELEV. 858.75 VPI 110+30.77ELEV. 865.14M = 0.15'K = 830.00' V.C.HIGH POINTSTA. 110+19.37ELEV. 865.08VPC 110+15.77 ELEV. 865.07VPT 110+45.77 ELEV. 864.62
EX. 27" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:14amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:64KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILESCALE IN FEET0 10 2040MATCH
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1
1
4
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0 SYLVANDALE CTSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.SYLVANDALE CTR20.8'R63
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860.6
860.77
862.8
862.80
865.8
865.65
869.0
868.97
872.3
872.29
875.6
875.62
878.1
878.24 0.24%1.79%6.65%3.24%2.28%130+21.45858.65
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879.13
134+63.91
878.61VPI 130+54.39ELEV. 858.73M = 0.12'K = 4062.59' V.C.VPC 130+23.09 ELEV. 858.65VPT 130+85.68 ELEV. 859.29
VPI 131+79.77ELEV. 860.97M = 0.91'K = 31150.00' V.C.VPC 131+04.77 ELEV. 859.63
VPT 132+54.77 ELEV. 865.96
VPI 134+35.01ELEV. 877.95M = 0.29'K = 1252.43' V.C.VPC 134+08.79 ELEV. 876.21
VPT 134+61.22 ELEV. 878.55
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\CONSTRUCTION PLAN AND PROFILE.dwg Mar 15, 2024 - 9:14amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:65KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.CONSTRUCTION PLAN AND PROFILESCALE IN FEET0 10 2040M
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0 IVY FALLS CTSCALE IN FEET0 10 2040UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITYQUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED,“STANDARD GUIDELINES FOR INVESTIGATING AND DOCUMENTINGEXISTING UTILITIES”.IVY FALLS CTR33.4'R76.0'R416.5'
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14.6'11.0'CONSTRUCTION LIMITSSUBCUT AREAS AS DIRECTEDBY ENGINEER, UTILIZE EXCESSRECLAMATION MATERIAL FORBACKFILL (TYP)FULL DEPTH RECLAMATION TO 10" ORAS DIRECTED BY ENGINEER. DEPTH,REMOVE 4" OF RECLAIM MATERIAL (CV)PAVE IN 2 LIFTS AS SHOWN ON THETYPICAL SECTION (TYP)SAWCUT PAVEMENT 1' FROM FENCEEXISTING TENNIS COURT FENCE TO BE PROTECTEDIVY HILL DRIVE CONCRETE PEDESTRIAN RAMPCONCRETE PEDESTRIAN RAMPCONSTRUCTION LIMITSINPLACE RIGHT-OF-WAYSTORM STRUCTUREWATER VALVESANITARY MANHOLEHYDRANTLEGEND:6" SPECIAL CONCRETE WALK/DRIVEWAY4" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET A6" CONCRETE WALK/DRIVEWAY. SEE SHEET 6INSET CVWHYDSTSNTRUNCATED DOMES3" BITUMINOUS PAVEMENT. SEE SHEET 6 INSET BPROPOSED STORM PIPE>>DRAFT77 of 116
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851.5 GASGASPROPOSED 12" RCPEXISTING 24" RCPKEY NOTES:CONNECT 1" COPPER WATER SERVICEWITH 1" CORPORATION. IF NECESSARY,EXTEND SERVICE AND CONNECT TOEXISTING SERVICE WITH COPPER TOCOPPER CONNECTION.TWO - 32# ANODESK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:17amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:71KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILESCALE IN FEET0 10 2040EMERSON AVE
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GENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERN ALL WORKRELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES, CENTERLINES ANDGRADING ARE BASED ON BEST AVAILABLE INFORMATION AND AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS ANDDIMENSIONS OF ALL PERTINENT EXISTING ITEMS PRIOR TO CONSTRUCTION.ALL INPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN, AND THOSE THATARE SHOWN MAY NOT BE SHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTING RIGHTOF WAY UNLESS OTHERWISE AUTHORIZED BY OWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LEAST 48HOURS PRIOR TO START OF ANY EXCAVATION ACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOIL AND HYDROMULCH UNLESSOTHERWISE NOTED.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALL WATERMAINCROSSINGS. USE 45 DEGREE BENDS FOR OFFSETS.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY SAINTPAUL REGIONAL WATER SYSTEM (SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEAL GATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THE PRESSURE TESTING.11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALL HOMES.CONTRACTOR MUST COORDINATE WITH SPRWS PERSONNEL ON TIMING OFTEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURING TRENCHEXCAVATION.BEGIN WATER MAIN REPLACEMENT STA. 10+33CONNECT TO EXISTING 6" CIP WITH 6" GATE VALVE8"X6" REDUCERF&I 2-32# ANODESF&I 8"-22.5° BENDCONNECT TO EXISTING 8" DIP WATERMAINWITH 8" GATE VALVEEND WATERMAIN REPLACEMENT STA. = 13+52WATER SERVICESTA. 10+74WATER SERVICESTA. 10+8011UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:ROW LINE (TYP)ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 8"-22.5° BENDF&I 8"-22.5° BENDF&I 8"-11.25° BEND1MAINTAIN 8'MIN. COVERWATER SERVICESTA. 11+58WATER SERVICESTA. 12+15WATER SERVICESTA. 13+13EX 8
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101+50MATCH LINE - STATION 25+50SYLVANDALE RDSYLVANDALE CT SSYLVANDALE RDGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERN ALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES, CENTERLINES AND GRADING ARE BASED ON BEST AVAILABLEINFORMATION AND ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DIMENSIONS OF ALLPERTINENT EXISTING ITEMS PRIOR TO CONSTRUCTION. ALL INPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN, ANDTHOSE THAT ARE SHOWN MAY NOT BE SHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTING RIGHT OF WAY UNLESS OTHERWISE AUTHORIZED BYOWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO START OF ANY EXCAVATIONACTIVITIES.BEGIN WATER MAIN REPLACEMENT STA. 30+20CONNECT TO EXISTING 6" CIP WITH 6" GATE VALVE8"X6" REDUCERF&I 2-32# ANODESWATER SERVICESTA. 32+21UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 8"-22.5° BENDF&I 8"-11.25° BEND1MAINTAIN 8'MIN. COVEREX 6" CIP
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|840845850855860865870840845850855860865870CTVGASPOWERGASPOWERCOMMTELGASPOWERCOMMTELGASEXISTING 27" RCPEXISTING 12" RCPEXISTING 72" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:17amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:73KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILEMATCH LINE - STATION 42+00MATCH LINE - STATION 36+00SCALE IN FEET0 10 2040MATCH LINE - STATION 114+00SYLANDALE RDSYLVANDALE RDGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERN ALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES, CENTERLINES AND GRADING ARE BASED ON BEST AVAILABLE INFORMATION AND AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DIMENSIONS OF ALL PERTINENT EXISTING ITEMS PRIOR TO CONSTRUCTION. ALLINPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN, AND THOSE THAT ARE SHOWN MAY NOT BE SHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTING RIGHT OF WAY UNLESS OTHERWISE AUTHORIZED BY OWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO START OF ANY EXCAVATION ACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOIL AND HYDROMULCH UNLESS OTHERWISE NOTED.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALL WATERMAIN CROSSINGS. USE 45 DEGREE BENDS FOR OFFSETS.UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY SAINT PAUL REGIONALWATER SYSTEM (SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEAL GATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THE PRESSURE TESTING.11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALL HOMES. CONTRACTOR MUSTCOORDINATE WITH SPRWS PERSONNEL ON TIMING OF TEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURING TRENCH EXCAVATION.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:EXISTING WATERMAIN|PROPOSED WATERMAIN|SANITARY SEWER>>STORM SEWER>>STSNVWHYDEXISTING WATER VALVEEXISTING HYDRANTVWHYDROW LINE (TYP)MAINTAIN 10' MIN.SEPARATION1MAINTAIN 8'MIN. COVER8" DIPGROUND PROFILE OVER PIPE8" DIP CL 52EXISTING SANITARY SEWERF&I 8"x6" TEE,11 LF - 6" DIP CL. 53 WATERMAIN,HYDRANTF&I 8"x6" TEEF&I 8"-22.5° BENDF&I 8"-22.5° BEND8" GATE VALVEF&I 8"-22.5° BENDF&I 8"-11.25° BENDF&I 8"-22.5° BEND11118"-45° BEND8"-45° BENDF&I 6"-22.5° BENDPROVIDE MINIMUM OF18" SEPARATIONF&I 4" RIGID INSULATIONPROVIDE MINIMUM OF24" SEPARATIONBETWEEN BOTTOM OF72" STORM TO TOP OFCASING PIPESANITARY SERVICE (TYP)WATER SERVICESTA. 36+77WATER SERVICESTA. 37+72WATER SERVICESTA. 38+27WATER SERVICESTA. 38+91WATER SERVICESTA. 39+37WATER SERVICESTA. 40+59WATER SERVICESTA. 40+68KEY NOTES:CONNECT 1" COPPER WATER SERVICEWITH 1" CORPORATION. IF NECESSARY,EXTEND SERVICE AND CONNECT TOEXISTING SERVICE WITH COPPER TOCOPPER CONNECTION.TWO - 32# ANODES1222250 LF 24" CASING (JACKED)DRAFT80 of 116
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|850855860865870875880850855860865870875880TELPOWERCOMMCTVPOWERGASPOWEREXISTING 12" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:17amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:74KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILEMATCH LINE - STATION 47+65MATCH LINE - STATION 42+00
SCALE IN FEET0 10 2040MATCH LINE - STATION 127+75SYLANDALE RDSYLVANDALE RDGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERN ALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES, CENTERLINES AND GRADING ARE BASED ONBEST AVAILABLE INFORMATION AND ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DIMENSIONS OF ALL PERTINENT EXISTING ITEMS PRIOR TO CONSTRUCTION. ALLINPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN, AND THOSE THAT ARE SHOWN MAY NOT BESHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTING RIGHT OF WAY UNLESSOTHERWISE AUTHORIZED BY OWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO START OFANY EXCAVATION ACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOIL AND HYDROMULCH UNLESS OTHERWISE NOTED.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALL WATERMAIN CROSSINGS. USE 45 DEGREEBENDS FOR OFFSETS.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY SAINT PAUL REGIONAL WATERSYSTEM (SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEAL GATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THE PRESSURE TESTING.11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALL HOMES. CONTRACTOR MUSTCOORDINATE WITH SPRWS PERSONNEL ON TIMING OF TEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURING TRENCH EXCAVATION.UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 8"-22.5° BENDF&I 8"-11.25° BEND1MAINTAIN 8'MIN. COVER8" DIPGROUND PROFILE OVER PIPE8" DIP CL 52EXISTING WATERMAIN|PROPOSED WATERMAIN|SANITARY SEWER>>STORM SEWER>>STSNEXISTING SANITARY SEWERVWHYD 8" GATE VALVEEXISTING WATER VALVEEXISTING HYDRANTVWHYDEXISTING SANITARY SEWERBEYOND LIMITS OF PROFILE8" GATE VALVEF&I 8"x6" TEEF&I 8"-11.25° BENDF&I 8"-11.25° BEND1PROVIDE MINIMUM OF18" SEPARATIONF&I 4" RIGID INSULATIONSANITARY SERVICE (TYP)WATER SERVICESTA. 42+79WATER SERVICESTA. 42+97WATER SERVICESTA. 44+89WATER SERVICESTA. 45+00WATER SERVICESTA. 46+55WATER SERVICESTA. 46+96KEY NOTES:CONNECT 1" COPPER WATER SERVICEWITH 1" CORPORATION. IF NECESSARY,EXTEND SERVICE AND CONNECT TOEXISTING SERVICE WITH COPPER TOCOPPER CONNECTION.TWO - 32# ANODES12222DRAFT81 of 116
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SNSNSNSNSNSTSTPPPP61+00
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SNSNSNSTSTST66+0067+0068+0069+0070+0071+007
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TELPOWERCOMMCTVPOWERCOMMTELGASTELCOMMCTVK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:20amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:83KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILEMATCH LINE - STATION 123+00
MATCH LINE - STATION 127+75SCALE IN FEET0 10 2040LAURA STLAURA STGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERN ALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES, CENTERLINES AND GRADING ARE BASED ON BEST AVAILABLE INFORMATION AND AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DIMENSIONS OF ALL PERTINENT EXISTING ITEMS PRIOR TO CONSTRUCTION.ALL INPLACE UTILITIES MAY NOT BE SHOWN ON THIS PLAN, AND THOSE THAT ARE SHOWN MAY NOT BE SHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO EXISTING RIGHT OF WAY UNLESS OTHERWISE AUTHORIZED BY OWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LEAST 48 HOURS PRIOR TO START OF ANY EXCAVATION ACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOIL AND HYDROMULCH UNLESS OTHERWISE NOTED.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALL WATERMAIN CROSSINGS. USE 45 DEGREE BENDS FOR OFFSETS.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BY SAINT PAUL REGIONAL WATER SYSTEM (SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEAL GATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THE PRESSURE TESTING.11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALL HOMES. CONTRACTOR MUST COORDINATE WITH SPRWS PERSONNEL ON TIMING OFTEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURING TRENCH EXCAVATION.UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 6"-45° BEND1MAINTAIN 8'MIN. COVER6" DIPGROUND PROFILE OVER PIPE6" DIP CL 52EXISTING WATERMAIN|PROPOSED WATERMAIN|SANITARY SEWER>>STORM SEWER>>STSNEXISTING SANITARY SEWERVWHYD6" GATE VALVEEXISTING WATER VALVEEXISTING HYDRANTVWHYDF&I 6"x6" TEEEX 6" C
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PROPOSED 12" RCPGASGASCOMMTELCTVCOMMTELGASK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:20amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:84KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILESCALE IN FEET0 10 2040MATCH
L
INE
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STAT
ION
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0 SYLVANDALE CTSYLVANDALE CTGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALL GOVERNALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES, UTILITIES,CENTERLINES AND GRADING ARE BASED ON BESTAVAILABLE INFORMATION AND ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY LOCATIONS ANDDIMENSIONS OF ALL PERTINENT EXISTING ITEMS PRIOR TOCONSTRUCTION. ALL INPLACE UTILITIES MAY NOT BESHOWN ON THIS PLAN, AND THOSE THAT ARE SHOWN MAYNOT BE SHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TOEXISTING RIGHT OF WAY UNLESS OTHERWISE AUTHORIZEDBY OWNER AND ENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALLAT LEAST 48 HOURS PRIOR TO START OF ANY EXCAVATIONACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOIL ANDHYDROMULCH UNLESS OTHERWISE NOTED.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALLWATERMAIN CROSSINGS. USE 45 DEGREE BENDS FOROFFSETS.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BEPERFORMED BY SAINT PAUL REGIONAL WATER SYSTEM(SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEALGATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THEPRESSURE TESTING.11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALLHOMES. CONTRACTOR MUST COORDINATE WITH SPRWSPERSONNEL ON TIMING OF TEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURINGTRENCH EXCAVATION.F&I 6"-45° BENDUTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 6"-22.5° BEND1MAINTAIN 8'MIN. COVER6" DIPGROUND PROFILE OVER PIPE6" DIP CL 52EXISTING WATERMAIN|PROPOSED WATERMAIN|SANITARY SEWER>>STORM SEWER>>STSNEXISTING SANITARY SEWERF&I HYDRANTVWHYDEXISTING WATER VALVEEXISTING HYDRANTVWHYD116" GATE VALVEPROVIDE MINIMUM OF18" SEPARATIONF&I 4" RIGID INSULATION6" GATE VALVESANITARY SERVICE (TYP)WATER SERVICESTA. 112+83WATER SERVICESTA. 111+85WATER SERVICESTA. 111+52WATER SERVICESTA. 110+66WATER SERVICESTA. 110+38WATER SERVICESTA. 110+51KEY NOTES:CONNECT 1" COPPER WATER SERVICEWITH 1" CORPORATION. IF NECESSARY,EXTEND SERVICE AND CONNECT TOEXISTING SERVICE WITH COPPER TOCOPPER CONNECTION.TWO - 32# ANODES1222DRAFT91 of 116
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859.3858.6858.3 COMMTELPOWERTELCOMMGASTELCOMMEXISTING 12" RCPK:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\WATERMAIN PLAN AND PROFILE.dwg Mar 15, 2024 - 9:20amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:79KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.WATERMAIN PLAN AND PROFILESCALE IN FEET0 10 2040M
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0 IVY FALLS CTIVY FALLS CTGENERAL NOTES:1. SPRWS STANDARDS AND SPECIFICATIONS SHALLGOVERN ALL WORK RELATED TO THE WATERMAIN.2. LOCATIONS OF EXISTING PROPERTY LINES,UTILITIES, CENTERLINES AND GRADING ARE BASEDON BEST AVAILABLE INFORMATION AND AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFYLOCATIONS AND DIMENSIONS OF ALL PERTINENTEXISTING ITEMS PRIOR TO CONSTRUCTION. ALLINPLACE UTILITIES MAY NOT BE SHOWN ON THISPLAN, AND THOSE THAT ARE SHOWN MAY NOT BESHOWN IN THE EXACT LOCATIONS.3. ALL CONSTRUCTION ACTIVITIES ARE TO BECONFINED TO EXISTING RIGHT OF WAY UNLESSOTHERWISE AUTHORIZED BY OWNER ANDENGINEER.4. CONTRACTOR SHALL CONTACT GOPHER STATE ONECALL AT LEAST 48 HOURS PRIOR TO START OF ANYEXCAVATION ACTIVITIES.5. YARD IMPACTS TO BE RESTORED WITH TOPSOILAND HYDROMULCH UNLESS OTHERWISE NOTED.UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEENPROVIDED BY THE UTILITY OWNER. THE CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS PRIOR TOCOMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW.NOTIFY GOPHER STATE ONE CALL 1-800-252-1166THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE38-22, ENTITLED, “STANDARD GUIDELINES FORINVESTIGATING AND DOCUMENTING EXISTING UTILITIES”.CONSTRUCTION LIMITSSTORM STRUCTUREPROPOSED WATER VALVESANITARY MANHOLEPROPOSED HYDRANTLEGEND:ROW LINE (TYP)MAINTAIN 10' MIN.SEPARATIONF&I 6"-22.5° BENDF&I 6"-11.25° BEND1MAINTAIN 8'MIN. COVER6" DIPGROUND PROFILE OVER PIPE6" DIP CL 52EXISTING WATERMAIN|PROPOSED WATERMAIN|SANITARY SEWER>>STORM SEWER>>STSNEXISTING SANITARY SEWERF&I HYDRANTVWHYD6" GATE VALVEEXISTING WATER VALVEEXISTING HYDRANTVWHYD8. ACTIVATION OF THE WATERMAIN SYSTEM SHALL BE PERFORMED BYSAINT PAUL REGIONAL WATER SYSTEM (SPRWS) PERSONNEL ONLY.9. ALL VALVES AND CURB STOPS SHALL BE RESILIENT SEAL GATE VALVES.10. WATERMAIN SERVICES SHALL BE INCLUDED IN THE PRESSURE TESTING.6. PROVIDE 18" MINIMUM VERTICAL SEPARATION FOR ALLWATERMAIN CROSSINGS. USE 45 DEGREE BENDS FOR OFFSETS.7. PROVIDE 4" RIGID INSULATION AS DIRECTED BY ENGINEER.F&I 1-32# ANODEEXISTING SANITARY SEWERBEYOND LIMITS OF PROFILEF&I 6"-45° BENDF&I 6"-11.25° BENDF&I 6"-22.5° BEND1111PROVIDE MINIMUM OF18" SEPARATIONF&I 4" RIGID INSULATION11. SPRWS WILL INSTALL TEMPORARY WATER SYSTEMS TO ALL HOMES.CONTRACTOR MUST COORDINATE WITH SPRWS PERSONNEL ON TIMING OFTEMPORARY WATER SYSTEMS.12. SUPPORT AND PROTECT ALL PRIVATE UTILITIES DURING TRENCH EXCAVATION.6" GATE VALVESANITARY SERVICE (TYP)WATER SERVICESTA. 134+13WATER SERVICESTA. 133+27WATER SERVICESTA. 131+81WATER SERVICESTA. 132+01WATER SERVICESTA. 130+85WATER SERVICESTA. 130+47WATER SERVICESTA. 130+50KEY NOTES:CONNECT 1" COPPER WATER SERVICEWITH 1" CORPORATION. IF NECESSARY,EXTEND SERVICE AND CONNECT TOEXISTING SERVICE WITH COPPER TOCOPPER CONNECTION.TWO - 32# ANODES12222DRAFT92 of 116
PPPP10+0011+0012+0013+0014+0015+0013801390790791784781STOPWACHTLER AVEEMERSON AVE10+0011+0012+0013+0014+0015+00XXX15+0016+0017+0018+0019+0020+0021+0013727771349134413391355STOPKNOLLWOOD LNEMERSON AVESTOPKNOLLWOOD LN
EMERSON AVESTOPMEDORA AVEEMERSON AVEM.P.H.2015+0016+0017+0018+0019+0020+0021+00K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\SIGNING AND PERMANENT PAVEMENT MARKING PLAN.dwg Mar 15, 2024 - 9:44amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:101KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.SIGNING AND PERMANENT PAVEMENT MARKING PLANMATCH LINE - STATION 15+00MATCH LINE - STATION 15+00MATC
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0 SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040EMERSON AVEEMERSON AVEKNOLLWOOD LNKNOLLWOOD LNEMERSON AVEEMERSON AVESPECIFIC NOTES:FURNISH AND INSTALLINPLACESALVAGEREMOVEREMOVE SIGN PANELINSTALL1234564
1 444 1111
GENERAL STRIPING NOTES:1. SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING SPOTTINGRESPONSIBILITIES.2. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLICROADS, AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY AN AGENCY PLACEDYIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OFTHE MAINLINE RADIUS UNLESS PEDESTRIAN RAMP IS OUTSIDE OF RADIUS.3. DO NOT APPLY THE PAVEMENT MARKINGS WHEN WEATHER AND OTHER CONDITIONS CAUSEA FILM OF DUST OR DEBRIS TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTERCLEANING AND BEFORE THE MARKING MATERIAL IS APPLIED.4. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOTBE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATEPROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.4" DOUBLE YELLOWMULTI COMP, GROUND IN, WET REFLECTIVE PAINT4" DOUBLE YELLOWMULTI COMP,GROUND IN, WETREFLECTIVE PAINTDRAFT93 of 116
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PPPP21+0022+0023+0024+0025+00738133513551360STOPSTOPMEDORA AVEEMERSON AVESTOPEMERSON AVE21+0022+0023+0024+0025+00XXXXX
XPP25+0025+80102+00102+25135513271324133413031300STOPEMERSON AVESYLVANDALE RDSYLVANDAL
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S30+0031+0032+0033+0034+0035+0036+00CLEMENT STSYLVANDALE RDM.P.H.2025+0025+80102+00102+25K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\SIGNING AND PERMANENT PAVEMENT MARKING PLAN.dwg Mar 15, 2024 - 9:45amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:102KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.SIGNING AND PERMANENT PAVEMENT MARKING PLANMATCH LINE - STATION 21+00MA
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- STAT
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101+50MATCH LINE - STATION 25+50
MATCH LINE - STATION 25+50EMERSON AVESYLVANDALE RDSYLVANDALE CT SMEDORA RDMEDORA RDEMERSON AVESYLVANDALE RD4144414411111SPECIFIC NOTES:FURNISH AND INSTALLINPLACESALVAGEREMOVEREMOVE SIGN PANELINSTALL123456DRAFT94 of 116
X114+00114+40
12891300SYLVANDALE RDSYLVANDALE CT 36+0037+0038+0039+0040+0041+0042+00114+00114+40
XXXXXX134+00
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134+00
K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\SIGNING AND PERMANENT PAVEMENT MARKING PLAN.dwg Mar 15, 2024 - 9:45amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:103KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.SIGNING AND PERMANENT PAVEMENT MARKING PLANMATCH LINE - STATION 42+00MATCH LINE - STATION 36+00MATCH LINE - STATION 47+65MATCH LINE - STATION 42+00
SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH LINE - STATION 36+00MATCH LINE - STATION 127+75SYLANDALE RDSYLANDALE RDSYLVANDALE RDSYLVANDALE RD4411SPECIFIC NOTES:FURNISH AND INSTALLINPLACESALVAGEREMOVEREMOVE SIGN PANELINSTALL123456DRAFT95 of 116
PPPP134+80
1205122012001165SYLVANDALE RDIVY FALL CTSYLVANDALE RDIVY FALLS AVESTOPSTOPSTOP 48+0049+0050+0051+0052+0053+00M.P.H.
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54+00 54+49.33 60+0061+0062+0063+0064+0065+0066+00PC: 61+36.35PT: 61+43.28PC: 62+54.45PT: 63+92.28K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\SIGNING AND PERMANENT PAVEMENT MARKING PLAN.dwg Mar 15, 2024 - 9:45amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:104KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.SIGNING AND PERMANENT PAVEMENT MARKING PLANMATCH LINE - STATION 53+50MATCH LINE - STATION 47+65MATCH LINE - STATION 66+00SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MATCH LINE - STATION 53+50MATCH LINE - STATION 134+50MAPLE PARK DRSYLANDALE RDSYLANDALE RDSYLANDALE RDIVY FALLS AVEMAPLE PARK DRSYLVANDALE RD44
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0PC: 70+99.66PT: 72+57.8271+0072+0073+0074+00598580-596MAPLE PARK DRSTOPIVY HILL DRALL WAY71+0072+0073+0074+00PT: 72+57.82PC: 73+49.13PT: 74+11.90K:\g-m\Mendota Heights-City\20210000\04_Production\01_CAD\02_Sheets\SIGNING AND PERMANENT PAVEMENT MARKING PLAN.dwg Mar 15, 2024 - 9:45amDESCRIPTION OF REVISIONSNO. DATE BYDESIGNEDDRAWNCHECKEDCITY OF MENDOTA HEIGHTS, MINNESOTASHEET NO. OF 110 SHEETSEMERSON AVE STREET IMPROVEMENTSFILENAME:PLOT DATE:®FILENAME:PLOT DATE:NAME:SIGNATURE:LIC. NO.:DATE:105KMPIDRLPPLARRY POPPLER--------- --- --- ---I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSED CIVILENGINEER UNDER THE LAWS OF THE STATE OF MN.SIGNING AND PERMANENT PAVEMENT MARKING PLANMATCH LINE - STATION 72+00MATCH LINE - STATION 66+00MATCH LINE - STATION 72+00
SCALE IN FEET0 10 2040SCALE IN FEET0 10 2040MA
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_________________________________________________ REQUEST FOR CITY COUNCIL ACTION
MEETING DATE: March 19, 2024
AGENDA ITEM: Recreation Program and Event Sponsorship Policy
ITEM TYPE: ☐Consent ☐ Presentation/Recognition ☐ Public Hearing
☒New/Unfinished Business
DEPARTMENT: Parks and Recreation CONTACT: Meredith Lawrence, Parks and
Recreation Manager
ACTION REQUEST:
Approval of the City of Mendota Heights Recreation Program and Event Sponsorship Policy.
BACKGROUND:
Over the past few years, staff has been approached by businesses, non-profits and individuals
interested in sponsoring city recreation programs and events within the city. In addition, the City of
Mendota Heights has engaged businesses to support city recreation events and programs, but
sponsorships have been created and accepted on a case-by-case basis. Staff is proposing that a
formal program be developed to ensure sponsorships are in line with City Council priorities and are
provided equitably to all interested parties.
Staff has prepared a Recreation Sponsorship Policy that provides clear guidelines and requirements
for sponsorship opportunities within the City for recreation programs and events. The policy includes
a pledge form that outlines sponsorship opportunities, in addition to a formal sponsorship
agreement. The City Attorney has reviewed the policy and agreement and will continue working with
staff throughout the sponsorship process should there be questions to ensure an equitable process
that meets the City’s mission, vision and goals.
The Parks and Recreation Commission reviewed the policy and pledge form at their March 12
meeting and recommended unanimous approval of the policy and sponsorship process. Staff has
agreed to provide an update one year into the formal program to discuss if there are any necessary
changes and amendments to the policy and process that should be considered.
FISCAL AND RESOURCE IMPACT:
Sponsorships would not take the place of funding existing programs and events that currently receive
base funding through the general fund, but instead, supplement funding for additional recreation
opportunities and enhancement at existing programs and events.
9b105 of 116
ATTACHMENTS:
City of Mendota Heights Recreation and Event Sponsorship Policy-DRAFT
Parks and Recreation Sponsorships—Pledge Form
Recreation Program and Event Sponsorship Agreement
CITY COUNCIL PRIORITY:
☒Economic Vitality & Community Vibrancy ☐Environmental Sustainability & Stewardship
☒Premier Public Services & Infrastructure ☒Inclusive & Responsive Government
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DRAFT
CITY OF MENDOTA HEIGHTS
RECREATION PROGRAM AND EVENT
SPONORSHIP POLICY
Approved: March 19, 2024
Attachments: Parks and Recreation Sponsorships—Pledge Form
Recreation Program and Event Sponsorship Agreement
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DRAFT
1.PURPOSE
The City of Mendota Heights, hereinafter referred to as the “City”, welcomes partnership
opportunities that enhance the ability to deliver parks and recreation services and programs.
Sponsorships are beneficial to the City of Mendota Heights as they provide an opportunity to
improve recreational programs and events, while offsetting the costs. In addition, sponsorships
provide opportunities for community involvement by those who desire to support and be
associated with the City’s events and programs.
This policy establishes guidelines and conditions for sponsoring events and programs, and
provides clarity on the appreciation for sponsorships.
2.SCOPE
This policy applies to all sponsorships and resulting sponsorship agreements entered into by the
City with individuals and businesses for the City’s recreation programs and events. Donations,
gifts, and grants are not subject to this policy.
The decision to grant a sponsorship is at the City’s discretion and will be considered on a case-
by-case basis. The City is under no obligation to approve any requested sponsorship.
Sponsorships are monetary contributions made by a business or individual to City park and
recreation events in exchange for public recognition and publicity highlighting the contributions
of the sponsor through name, logo, message, products or services.
Sponsorships are NOT:
•Cash gifts that do not include any additional negotiated conditions in return
•In-kind items, unless a monetary value may be easily determined by City staff
•Items given to the City to be used as a prize or as a piece of infrastructure with a
business logo on it
•Items given to the city of de minimis value
3.SPONSORSHIP OPPORTUNITIES
Community sponsorships are an opportunity for interested businesses and individuals to
directly support programs and events offered by City. The City offers sponsorship opportunities
on an annual basis. Events and programs commonly supported by community sponsorships
include Frozen Fun Fest, Touch-A-Truck, Fishing Derby, Parks Celebration, Barktober, Trick or
Teeing, Music in the Park, Pickleball Tournament, and Glow Golf events.
The City has the right to determine where the sponsorship funds received will be directed
based on the event chosen by the sponsor.
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DRAFT
If an entity or individual is interested in sponsoring a program or event that the City has not
included on the annual list of sponsorship opportunities, the entity or individual may provide a
proposal to the City for consideration.
4.SPONSORSHIP PROCESS
The City will make available, on an ongoing basis, information on the availability of
sponsorships. Information will be posted on the City’s website, and through targeted direct
mailings and/or selected methods deemed appropriate by the City. Those interested in
sponsoring an event shall complete the City Pledge Form and return it to the City as early in the
season as possible.
The City will not accept Pledge Forms within the fourteen days (14) prior to the event or
program, unless otherwise authorized by the Parks and Recreation Manager. Approval of
sponsorships shall be at the sole discretion of the City. All sponsorships shall be memorialized in
a written agreement approved by the City Administrator. Such written agreement shall include
a requirement that any approved sponsor must indemnify, hold harmless, and defend the City
against claims or damages that may arise out of the approved sponsorship according to the
terms set forth in greater detail in that agreement.
5.SPONSORSHIP STANDARDS
The City’s review and evaluation of a proposed sponsorship will be based on the nature and
scope of the City program or event to be sponsored, and may include consideration of the
following criteria:
•Compatibility of the entity or individual’s mission, product and promotional goals with
the City program or event
•Compatibility of the entity or individual’s proposal with the City property on which the
City program or event will occur
•The entity’s or individual’s previous experience with the City of Mendota Heights
•The timeliness or readiness of the entity or individual to enter into the sponsorship
agreement
•The actual value of the proposal in relation to the benefit of the entity or individual and
the City
•The City’s operating and maintenance costs, including staff time or other additional
responsibilities associated with the sponsorship proposal
•The inclusion of conditions that would limit the City’s ability to enter into agreements
with other sponsors or to carry out the City’s function fully or impartially
•The potential for public perception or partiality, impropriety or implied relationship
between the City and the individual or entity other than for the limited purpose of the
sponsorship
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DRAFT
The City shall not approve the following:
•A proposal from an entity or individual involved in the manufacture, distribution, or
wholesaling of any product or activity that is illegal under Federal or State laws or
regulations, or with any product or activity that is prohibited on City property
•A proposal that duplicates the identity or programs of the City of Mendota Heights Parks
and Recreation Department
•A proposal that implies an endorsement of the proposal, individual, or entity by the City
or City employees
•A proposal that exploits event participants or City employees, or requires additional
public funds or resources to implement.
The acceptance of a business or individual sponsorship does not create or imply a contractual
relationship between the City and the sponsor beyond the limited-duration sponsorship
agreement, nor does it guarantee future business if the sponsor were to bid on or provide
goods or professional services to the City.
Sponsors are solely responsible for obtaining any necessary permission to use photographs,
trademarks, trade names, copyrighted material or any other legally protected property.
Approval of a sponsorship does not relieve the entity or individual receiving the sponsorship
from also complying with all other applicable City, State and Federal laws and regulations.
6.RECOGNITION OF SPONSORS
Sponsors will be provided with recognition that is commensurate with the value of the
contribution based on the selected level. In addition, the City Council will accept sponsorships
by resolution on a quarterly basis.
Recognition of a sponsorship will not suggest the endorsement of the sponsor’s goods or
services by the City, or any proprietary interest of the sponsor.
7.TERMINATION OF CITY SPONSORSHIP
The City reserves the right to terminate any sponsorship at any time if, in the City’s sole
discretion, continuation of the sponsorship is not in the best interests of the City.
8.DELEGATION OF AUTHORITY
The City Administrator, or designee, is authorized to make amendments and changes to this
policy for the efficient and timely approval of sponsorships. Amendments or changes to this
policy that are deemed to be substantial must be approved by the city council.
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CITY OFMENDOTA HEIGHTS
Sponsorship signage and business logo at
event(s)
X X
Sponsor tent/table at Frozen Fun Fest
All
Seasons
1 Publication
X
X
X
Event
Sponsor
$300
Included in physical marketing materials for
event(s), not including day of signage
Recognition before City Council
Business name and logo on city event webpage
Business recognition on city social media pages
X
X X
X X
X
FALL EVENTS
Parks and Recreation Sponsorships
SUMMER EVENTS
WINTER/SPRING EVENTS INDIVIDUAL SPONSORSHIP
OPPORTUNITIES
Trick-Or-Teeing
Barktober
Parks Celebration
Fishing Derby
Frozen Fun Fest
Touch-A-Truck Music in the Park
Pickleball Tournament
Glow Golf
Levels of Sponsorship Platinum
Sponsor
$1,500
3 accepted per year
Frozen Fun Fest
2
Seasons
Event packages are grouped to provide sponsors equal exposure and promotional opportunities at
respective sponsorship levels
Recognition in “Heights Highlights” Publication
X
X
X
X
Gold
Sponsor
$1,000
Silver
Sponsor
$500
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CITY OFMENDOTA HEIGHTS
Parks and Recreation Sponsorships
Pledge Form
PLATINUM $1,500
SILVER $500
GOLD $1,000
EVENT $300
Please list the specific event you would like to
sponsor. Individual events available for sponsorship
are listed under “individual sponsorship
opportunities”.
Annual event sponsorship.
Includes the following event packages:
Fall
Winter/Spring
Summer
Fall
Winter/Spring
Summer
Single event sponsorship.
Select one of the following event packages:
Fall
Winter/Spring
Summer
Dual event sponsorship.
Select two of the following event packages:
Business/Organization Name:
Business/Organization Address:
Main Contact Name:Phone:Email:
Special Request/Note:
Payment Types Accepted: Check Cash Credit Card
*Make checks payable to “City of Mendota Heights”
*Credit Card Payments need to be made in-person at City Hall
Signature:
X
X
Contact Information Phone Number & Email City Hall Address
651-255-1353 1101 Victoria Curve,
weisfeldt@mendotaheightsmn.gov Mendota Heights, MN 55118 Recreation Program Coordinator
X
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CITY OF MENDOTA HEIGHTS
RECREATION PROGRAM AND EVENT SPONSORSHIP AGREEMENT
This RECREATION PROGRAM AND EVENT SPONSORSHIP AGREEMENT (“Sponsorship
Agreement”) is made this day of , 202__, and is by and between the City of
Mendota Heights, a Minnesota municipal corporation (“City”), and
(“Sponsor”).
RECITALS
A.The City has adopted a program pursuant to the Mendota Heights Recreation Program and Event
Sponsorship Policy (“Program”), which provides opportunities for residents, businesses, and
nonprofits to work in partnership with the City to enhance the City’s ability to deliver parks and
recreation services and programs by offsetting City costs. The Program also provides a benefit to
residents, businesses, and nonprofits by creating opportunities for recognition and advertisement of
their goods or services at City Recreation programs and events.
B.The Mendota Heights Recreation Program and Event Sponsorship Policy (“Sponsorship Policy”) sets
forth the scope of the Program, sponsorship opportunities, the application and approval process for
proposed sponsorships, sponsorship standards, and the parameters for sponsor recognition by the
City.
C.Sponsor has reviewed the Policy, and wishes to participate in the Program as set forth in this
Sponsorship Agreement.
NOW, THEREFORE, based on the promises and understandings set forth in this Sponsorship
Agreement as good and valuable consideration, the City and the Sponsor agree as follows:
1.Goods, Services, or Financial Contribution Provided by Sponsor. Sponsor will provide to
the City the following goods, services, or financial contribution (the “Sponsorship”):
2.Binding Effect of Sponsorship Policy. Sponsor acknowledges that Sponsor has reviewed
the Sponsorship Policy, including but not limited to the authority of the City to approve, deny, or terminate
Sponsorships. Sponsor agrees to be bound by all of the parameters and rules of the Policy for the duration
of this Sponsorship Agreement.
3.Term, Termination of Sponsorship Agreement. This Sponsorship Agreement is effective
as of the date that the last party signature is made on the Sponsorship Agreement, and will terminate by
its terms without any further action by the City or Sponsor. If the Sponsorship is for a specific Recreation
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program or event, this Sponsorship Agreement will terminate at the end of the Recreation program or
event. The City may terminate this Sponsorship Agreement as provided in the Policy.
4.Delivery by Sponsor, Return of Goods or Displays. Sponsor will deliver the goods, services,
or financial contribution described in Section 1 of this Sponsorship Agreement on or before
, 202__, at _____ a.m./p.m. If Sponsor’s goods or display materials are not to become
City property upon the termination of this Agreement, Sponsor will pick up such goods or display materials
on or before , 202__, at _____ a.m./p.m.
5.Obligations of the City. The City is required to provide Sponsor with the
acknowledgement commensurate with the Sponsorship as provided in the Sponsorship Policy. The City
is further required to
6.Indemnification. Sponsor will indemnify the City, its officials, employees, contractors,
agents, and volunteers for, and defend them against, all actions, claims, demands, loss or expense of any
kind or nature which the City its officials, employees, contractors, agents, and volunteers may incur or
sustain by reason of any claim, demand, investigation, or litigation resulting from messages displayed on
sponsorship devices by or at the request of Sponsor, including but not limited to, claims, demands, or
litigation alleging that the messages or activities are defamatory, constitute illegal competition or trade
practice, contain infringement of trademarks or trade names, or constitute violation of rights of privacy
or infringements of copyrights and proprietary rights, notwithstanding the City’s prior inspection of any
sponsorship material and the City’s failure to object to its display. This provision will survive the
termination of this Sponsorship Agreement.
7.No Assignment. Sponsor is not allowed to assign or transfer this Sponsorship Agreement
to any third party for any reason.
8.Waivers. Failure of either party to object to any default, or to any other act or omission
of the other, which is in violation of the terms of this Sponsorship Agreement, will not be deemed a waiver
of the right to object to any subsequent default, act or omission, whether similar or dissimilar.
9.Governing Law and Venue. This Sponsorship Agreement will be governed by the laws of
the State of Minnesota, without reference to its conflict of laws provisions. Any legal proceeding arising
from this Sponsorship Agreement will be venued in the state or federal courts with jurisdiction in Dakota
County, Minnesota.
10.Data Practices. Sponsor acknowledges that the City is subject to the Minnesota
Government Data Practices Act, Minnesota Statutes, Chapter 13, and its associated Rules (the “Act”), as
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well as other state or federal law applicable to government data. Sponsor further acknowledges and
understands that this Sponsorship Agreement and the data provided by Sponsor in this Sponsorship
Agreement will become subject to the Act and will be classified pursuant to the Act. The City will use any
Sponsor data solely for purposes of the Program, and will not disclose Sponsor data except as may be
required by the Act, other applicable law, or Order of a court of competent jurisdiction.
11.Severability. If any provision of this Sponsorship Agreement is held invalid or otherwise
unenforceable, the enforceability of the remaining provisions will not be impaired by such holding.
12.Incorporation of Recitals, Policy. The Recitals at the beginning of this Sponsorship
Agreement, and all terms, conditions, and provisions of the Policy is incorporated into and made part of
this Sponsorship Agreement.
13.Contact Information. For purposes of this Sponsorship Agreement, the contact
information for the parties is as follows:
If to the City: Name:
Phone number:
Email address:
Mailing address:
If to Sponsor: Name:
Phone number:
Email address:
Mailing address:
IN WITNESS WHEREOF, the City and Sponsor have agreed to all of the terms and conditions of
this Sponsorship Agreement to be effective as of the date of the last signature below.
[signature page follows]
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230329v1
CITY OF MENDOTA HEIGHTS
Cheryl Jacobson, City Administrator
SPONSOR:
<INSERT NAME>
[signature]
[print name, title]
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